Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About20201723 Ver 1_17BP9R72_Permit Package Wetland_20200324_20201112(Version 2.08; Released April 2018)TIP No.:17BP.9.R.72County(ies):StokesPage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year: Existing: Year:Aquatic T&E Species?YesComments:Yes N/ANoWetlands within Project Limits?James SpinymusselTrout Waters (Tr) NoneSupplemental Classification: Low Density Residential, Forest, AgriculturalDan River (North Carolina portion)22-(1)1.20.36Project DescriptionProposed ProjectRoanokeRiver Basin(s): City/Town:1.6Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nodrdagenhart@ncdot.govWinston-Salem, NC 27127Address:12/4/2019StokesDanburyDaniel Dagenhart, PE375 Silas Creek ParkwayWBS Element:Bridge ReplacementWBS Element:Joshua G. Dalton, PENCDOT Contact:(336) 747-7800905 Jones Franklin RoadRaleigh, NC 27606Contractor / Designer:(919) 859-2243Sungate Design Group, P.A.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Highway Division 9Address:General Project Information17BP.9.R.72SF-840008Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed the replacement of Stokes County bridge #8 on NC 704 HWY over Dan River. The proposed structure is a 1@80’, 2@110’ 39” box beam bridge with 4’ end caps. The existing bridge is 3@58’, 1@57’, and 1@56’ concrete deck on concrete bents with concrete abutments. No deck drains will be used on the proposed structure, reducing stream pollution associated with roadway runoff. The proposed structure has been designed to have as little environmental and surface water impact as possible. Environmentally sensitive areas are clearly shown on erosion and sediment control plans and designed for sensitive watersheds standards. Rip rap is used at drainage outlets to dissipate energy and reduce erosion.N/ABuffer Rules in Effect:Dan River and SA (UT to Dan River)None460NC 704 HWY: 2 paved lanes (total 22') with 5' unpaved shoulder (8' with guardrail).Waterbody Information2017NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.NC 704 HWY: Open shoulder section, 2 paved lanes (total 20'), no paved shoulder, Varying fill and cut slopes.jdalton@sungatedesign.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 6 PERMIT DRAWING 17BP.9.R.72 TO NC 89 CHURCH ROAD TO AARONS CORNER VICINITY MAP 4 5 DAN RIVER-L- POC STA. 11+75.00 BEGIN CONSTRUCTION BEGIN TIP PROJECT 17BP.9.R.72 -L- POC STA. 30+50.00 END CONSTRUCTION END TIP PROJECT 17BP.9.R.72 -L- TOTAL LENGTH OF PROJECT 17BP.9.R.72 = 0.388 MI LENGTH OF STRUCTURE TIP PROJECT 17BP.9.R.72 = 0.061 MI LENGTH OF ROADWAY TIP PROJECT 17BP.9.R.72 = .327 MI STOKES COUNTY BRIDGE NO. 8 (84008) ON NC 704 OVER DAN RIVER GRADING, PAVING, DRAINAGE AND STRUCTURE 25 10050 25 10050 2.5 105 V = = 460 60 MPH FUNC CLASS = COLLECTOR RURAL MAJOR DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) 17BP.9.R.72 PE 17BP.9.R.72 R/W & UTIL 17BP.9.R.72 CONSTR. 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 SIGNATURE: SIGNATURE: P.E. P.E. 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/9917BP.9.R.72DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT: 17BP.9.R.72 ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NANC 704 -DRWY1--DRWY2- NCDOT CONTACT: NCDOT DIVISION 9 BRIDGE MANAGER ADT 2017 MIKE LINDGREN, PE -Y1- POC STA. 11+72.00 BEGIN CONSTRUCTION -DRWY1- POC STA. 11+05.00 END CONSTRUCTION -DRWY2- PT STA. 11+00.00 END CONSTRUCTION DANIEL DAGENHART, PEROW PLANSLEAH STARNES MAY 2019GEORGE MILL ROAD-Y1--L- STA. 21+31.44 END BRIDGE-L- STA. 18+28.56 BEGIN BRIDGE FEBRUARY 26, 2019 RALEIGH, NORTH CAROLINA 27606 SUNGATE DESIGN GROUP, P.A. NC COA No. C-0890 905 JONES FRANKLIN ROAD STANTEC CONSULTING 801 Jones Franklin Road |Suite 300 Raleigh, NC 27606 Tel. (919) 851-6866 | Fax. (919) 851-7024 www.stantec.com License No. F-0672 See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventional Plan Sheet Symbols DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K VALUE THIS IS NOT A CONTROL OF ACCESS PROJECT Simmons Rd.BowmanRd.WillSheltonRd.ElmerSheltonRd.Owens Rd.SamMoirRd. Sam Shelto nRd. George MillRd.SandsRd. J. Joh nPo well Rd. W. S. Tucker Rd. Tom Mix Rd.Collins Rd. Rd. George Rd.Ray Loop L.Nelson Rd. Forrest Rd. Otis StevensRd. SchoolRd. Hart Rd.Hart R d.Puckett Rd. Horseshoe Rd.SmithRd.Walter Frye Rd. Lankford Ed Rogers Rd.Rocky Ridge Rd Timber Ridge Rd Overby Farm Rd Elkcreek Ln Big CreekPetersPetersCreekChurch Primitive Baptist Big Creek Dan River Elementary School FranciscoFrancisco Presbyterian Church Ray Cemetery Harts Store Francisco 89 704 Church Presbyterian 704 DAN RI VE RDAN RIVERRIVER704 SITE 1 SITE 2 PREPARED IN THE OFFICE OF: FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NAD 83 SHEET 2 OF 6 PERMIT DRAWING www.stantec.com License No. F-0672 Stantec Consulting Services Inc. 801 Jones Franklin Road Raleigh, NC 27606 Tel. (919) 851-6866 Fax. (919) 851-7024 Suite 300 NAD 83/ 2011 MATCHLINE -L- STA. 24+00.00 SEE SHEET 5DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.9.R.72 4 69.6 8' STEVEN WAYNE COX STEPHANIE J. SCRIBNER MILTON W. SCRIBNER EIP EIP EIP EIP EIP SPIKE RRNAIL MAG 3 0. 0 0' 3 0. 0 0'REF. PB 8 PG 8330' ACCESS EASEMENTDAN RIVERDAN RIVER20' BST TO FRANC ISCO NC HWY 704 15' BSTTO DEAD ENDBETTY A. STEVENS THOMAS W. STEVENS (TYPICAL) CONC HW & WW MTL DECK W/BST OVERLAY BRIDGE #8 T SWITCH SEPTIC PUMP C ONC VAR. SOILGATE MTL T T SIGNWD VAR. GRVAR. GR VAR. GR VAR. GR STONE WALLVAR. HTVAR. SOIL V A R. S OILVAR. SOILELK CREEK LN (PRIVATE)48" WD PROTECTION CONC SLOPE PROTECTION CONC SLOPE S VAR. BSTVAR . BST GATEMTL VAR. SOI L18" CMP 15" HDPE 36" C MP RUINS CONC BRIDGE 8.5' CONC HW VAR . SOIL VAR. SOILVAR. SOILTUB HOT GR 36" GR 3 6 " CONC CONCCONC 36" CMPDILAPIDATED36" WWT R E P E AT E R B OXWOODS WOODS WOODS WOODS WOODSWOODS WELL BK WALL VAR. HT GATE MTL WOODS WOODS WOODS WOODS GATE MTL GATE WDBARNWDWOODS WOODS WOODSWOODS WOODS PUMP SEPTIC BST SIGNMTLT 15" HDPE 1SBKD 1SBKD RUINS BARNWD SOLAR PANEL ATTACHED ON TOP HEIGHT=16' +/- ABOVE GROUND STATION RIVER GAUGING 50.00'EXISTING R/WEXISTING R/W60.00'60.00'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 10.00'REF. DB 437 PG 1041(5' EACH SI DE OF CABLE)10' POW ER EASEMENTSERVI CE LI NE30" CMP 42" CHL60 " WW MTL POST WOODS 15" RCP SHED RUINS GR R /W MON CAROLYN VAZQUEZ W O O D SEX IST ING R /W S.R. 1507GEORGE MILL RDJOANNA K. BROWN JOSEPH P. BROWN KRIS L. DOOLEY BRIAN P. DOOLEY KRIS L. DOOLEY BRIAN P. DOOLEY EXISTING R/W COUNTY OF STOKES15+0010+0020+00HW FLO WABLE FILL FLOW ABLE FILL REMOVE HW RETAIN GRADE TO DRAIN RETAIN RETAIN EXISTING DITCH TIE TO FALSE SUMP TO TOP OF BERM CLASS II RIP RAP TO TOP OF BERM CLASS II RIP RAP RETAIN 22+01 -L- END SBG 21+34 -L- BEGIN SBG TO ELEVATION 843' EXCAVATE 1.5:1 EXCAVATION LIMITS TO ELEVATION 840' EXCAVATE 1.5:1 EXCAVATION LIMITS TB 2GI TB 2GI 36" RCP-IV 36" RCP-IV JB w/MH 30" RCP- I V30" RCP- I VJB w/MH ELBOWS15" W/SEE DETAIL 3 EST. 108 SY GEOTEXTILE EST. 62 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH LATERAL SEE DETAIL 3 EST. 790 SY GEOTEXTILE EST. 451 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH LATERAL SEE DETAIL 1 EST. 121 SY GEOTEXTILE EST. 66 TON CL I RIPRAP w/ CL I RIPRAP 2' BASE DITCH SPECIAL LATERAL SEE DETAIL 2 EST. 180 SY GEOTEXTILE EST. 98 TON CL I RIPRAP w/ CL I RIPRAP 2' BASE DITCH LATERAL SEE DETAIL 4 EST. 252 SY GEOTEXTILE EST. 139 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH SPECIAL CUT SEE DETAIL 4 EST. 296 SY GEOTEXTILE EST. 169 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH SPECIAL CUT SEE DETAIL 5 EST. 108 SY GEOTEXTILE EST. 57 TON CL I RIPRAP w/ CL I RIPRAP 'V' DITCH SPECIAL CUT SEE DETAIL 6 EST. 108 SY GEOTEXTILE EST. 62 TON CL I RIPRAP w/CL I RIPRAP 3' BASE DITCH STANDARD SEE DETAIL 6 EST. 41 SY GEOTEXTILE EST. 24 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH STANDARD SEE DETAIL 3 EST. 121 SY GEOTEXTILE EST. 70 TON CL I RIPRAP w/ CL I RIPRAP BASE DITCH LATERAL 3'30" RCP-IV1.5:1D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+50 TO STA. 13+25 -Y1- RT DETAIL 5 Max. d= 1.5 Ft. Min. D= 1.5 Ft. Type of Liner= Class I Rip-Rap Slope Ditch Front Ground Natural Geotextile 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 21+24 TO STA. 21+44 -L- LT FROM STA. 18+93 TO STA. 19+43 -L- LT DETAIL 6 B= 3 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= Class I Rip-Rap Geotextile ( Not to Scale) CLASS II RIP RAP AT EMBANKMENT DETAIL 7 2.0 GEOTEXTILE 1.0'min. L S 10:1 20 :1 ( Not to Scale) FALSE SUMP STA. 13+45 -Y1- RT Traffic Flow Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch DETAIL 8 d 2:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 24+00 TO STA. 25+00 -L- LT FROM STA. 11+75 TO STA. 12+50 -L- LT Slope Fill DETAIL 1 B= 2 Ft. Max. d= 1.5 Ft. Min. D= 1.5 Ft. Type of Liner= Class I Rip-Rap Ground Natural Geotextile ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. FROM STA. 12+50 TO STA. 13+50 -L- LT DETAIL 2 b= 5 Ft. B= 2 Ft. Max. d= 1.5 Ft. Min. D= 1.5 Ft. *When B is < 6.0' Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) LATERAL BASE DITCH Flatter 2:1 or D B b d 2:1 1"/Ft. FROM STA. 12+50 TO STA. 13+00 -L- RT FROM STA. 21+44 TO STA. 22+00 -L- LT FROM STA. 13+50 TO STA. 16+50 -L- LT DETAIL 3 b= 5 Ft. B= 3 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0' Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE dFlatter1.5:1 or B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM STA. 23+00 TO STA. 24+00 -L- LT FROM STA. 16+50 TO STA. 17+59 -L- LT DETAIL 4 B= 3 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. Type of Liner= Class I Rip-Rap Ground Natural Ditch Slope Front Geotextile RCP-IV 15"22+01 -L- END SBG 21+52 -L- BEGIN SBG SEE DETAIL 7 194 SY GEOTEXTILE 184 TONS CL II RIPRAP RIPRAP AT EMBANKMENT MIN. 1.5:1 SLOPE GroundNatural SEE DETAIL 7 54 SY GEOTEXTILE 51 TONS CL II RIPRAP RIPRAP AT EMBANKMENT SEE DETAIL 7 106 SY GEOTEXTILE 100 TONS CL II RIPRAP RIPRAP AT EMBANKMENT FROM STA. 20+88 -L- TO STA. 21+24 -L- LT FROM STA. 20+21 -L- TO STA. 20+55 -L- MED FROM STA. 19+97 -L- TO STA. 20+21 -L- RT FROM STA. 18+55 -L- TO STA. 19+50 -L- LT F F F C F F F F FF FC C C F F F F F F F F C F F F C F F F F F F F CC C C F F C C F F F C C C TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 1 SITE 2 SITE 1 S S SURFACE WATER DENOTES IMPACTS IN S S AT ANY TIME SHALL BE ALLOWED ONLY ONE WORK PAD WORK PAD WORK PAD 828828 829 829829 830830830830 830830 830830830831831 831831 831831831831831831831831831 8 32 8328328 32 832832832832832832832833 833833833 833833833833833833833833 834 834 834834834834834834834834834 835 835 835 8358358358358358358 3 5 835 836 836 8368 3 6 8368368368368368 3 6 836 837 837 8378378378378378378378378378378 3 8 838 838838838838838838838838838839839839839 839839839839839839839840 8408408408408408408408408408408418418418 4 1 8418418418418418 4 1 841841841 842842842842 8428428428 4 2 842 842842842843843843 843843843843843 843843843843843844844844 844844844844844 8 4 4 844 844844844845845845 845 845845845845 8458 4 5 845845846846846 846 846846846846 846846 846846847847847 847 847847847847 847 8 4 7 847847847848848848 848848848 848848 848848848848849849849 849 849849849849 849 849 849849849850850850850 850850850850 850 850 850850850851851851851 8518 5 1 851851 851 851 851 851851852852852 852 852852852852852 8 5 2 852 852852853853853 8538538 5 3 853853853 853853 853853854854854 854854854854854 854 854 854854854855855855855 855855855855855 855 855 855855856856856 856856856856856856 856 856 856856857857857 8 5 7 857857857857857 857 857 857857857858858858 858858858858858858 858 858 858858858 859859 859 8 59 859859859859859 859 859 859859859860860860 860860860860860860 860 860 860860860 861861861 861861861861861861 861 861 861861861 862862862862862862862862862 862 862 862862862 863863863863863863863863863 863 863 86386386386486486 4 864864864864864864 864 864864864864 864865865865 865865865865865865 865 865 865865 865865866866 866 866866866866866866 866 866 866866 866866 866 866867867 867 867867867867867867 867 867 867867867 8678678688 6 8 868868868868868 868 868 868868868 868 868869869 869 869869869869869 869869 869 869869 869 870870 8708708708 7 0 870870 870870 870 870870 871871 8718718718 7 1 871 871 8718 7 1 871 871872872872 8728728728 7 2 8 7 2 872 872872872 872872 873873 873 873 873 873873873 8738738 7 3 87387387487487 4874874 874874874 8748748 7 4 874874875875 8 7 5875875 875875875 8758758 7 5 875875876876 8 7 6 876 876 876876876 8768768 7 6 876876 877877877877 877 877877877 8778778 7 7 877877878878 878 878 878 8788788788788788 7 8 878878879879879879 879 8798798798798798 7 9 8798 8 0880 880 880 880 8808808808808808 8 0 880880880 8 8 1 881 8 8 1 881 881 881881881881881881 8 8 1 881881 8 8 2 882 882 882 882 882882882 882882882 882 883 883 883 883 883 883883883 883883883 8 8 3 884 884 884 884 884 884 884884 8848848 84 884 885 885 885885 885 885 885885 885885885 885 886 886 886 886886 886 886886 886886886 887 887 887 887887 887 887887 887887887 888 888 888 888888 888 888888 8888888 8 8 889 889 889 889889 889 889889 8898898 8 9 890 890 890 890890 890 890890 8908908 9 0 891 891 891 891891 891 891891 891891891 892 892 892 892892 89 2 892892 8928928 9 2 893 893893893893893 893893 8938938 9 3 894 894 8 9 4 894 894 894 8948948948948 9 4 895 895895895 895 895 8958958958958 9 5 896 896 896 896 896 896 8968968968968 9 6 896 897 897897 897 897 897 8978978978978 9 7 897 898 898898 898 898 898 898898898898898 899 899899 899 899 899 899899899899899 900 900 900 900900900900900900 900901 901 901 901901901901901901 901902 902 902 902902902902902902 902 903 903 903 903903903903903903 903 904 904 904 904904904904904904 904 905 905 905 905905905905905905905 906 906 906 906906906906906906906 907 907 907 907907907907907907907 908 908 908 908908908908908908908 909 909 909 909909909909909909909 910 910 910 910910910910910910910 911 911 911 911911911911911911911 912 912 912 912912912912912912912913 913 913 913913913913913913 913914 914 914 914914914914914914 914915 915 915 915 915915915915915 916 916916 916 916916916916916 916 917 917917 917 917917917917917 917 918 918 918 918 918918918918918 918919919 919 919919 919919919919919 920 920 920 920920 920920920920920 921 921921921 921 921921921921921 922 9 2 2 922922 9229229229229 2 2 922 92 2 922 922922 923 9 2 3 923923 923923923923923923 923924 924 924 924 924924924924924 924 925 925 925 925 9259259259 2 5 925926 926 926 926 926926926926926 927 927 927 927 927927927927 928 928 928 928 928 928928928 929 929 929929929 929929929 930 930 930930 930930930930 931 931 931931 931931931931 932 932 932932 932932932933933 933 933 933933934 934 934 934 934934 935935 935 935 935936936 936 936 936937937 937 937 938 938938 939 939939 940 940940 941 941941 942 942 942 943 943 943 944 944 944 945 945 945 946 946 946 947 947 947 947 948 948 948 948 949 949 949 950 950 950 951 951 951 952952 952 953953 953 954954 9 5 4 955955 956956 957 957 958 958 959 959 960 960 961 961 962 962 963 963 964 964 965 965 966 966 967 967 968968969969970 970 971 971 972 972 973 973 974 974 975 975 976 976 977 978 979 980 981 982 983 984 985 986 987 988 989 990 991 992 SHEET 3 OF 6 PERMIT DRAWING www.stantec.com License No. F-0672 Stantec Consulting Services Inc. 801 Jones Franklin Road Raleigh, NC 27606 Tel. (919) 851-6866 Fax. (919) 851-7024 Suite 300 NAD 83/ 2011 MATCHLINE -L- STA. 24+00.00 SEE SHEET 5DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.9.R.72 4 69.6 8' STEVEN WAYNE COX STEPHANIE J. SCRIBNER MILTON W. SCRIBNER EIP EIP EIP EIP EIP SPIKE RRNAIL MAG 3 0. 0 0' 3 0. 0 0'REF. PB 8 PG 8330' ACCESS EASEMENTDAN RIVERDAN RIVER20' BST TO FRANC ISCO NC HWY 704 15' BSTTO DEAD ENDBETTY A. STEVENS THOMAS W. STEVENS (TYPICAL) CONC HW & WW MTL DECK W/BST OVERLAY BRIDGE #8 T SWITCH SEPTIC PUMP C ONC VAR. SOILGATE MTL T T SIGNWD VAR. GRVAR. GR VAR. GR VAR. GR STONE WALLVAR. HTVAR. SOIL V A R. S OILVAR. SOILELK CREEK LN (PRIVATE)48" WD PROTECTION CONC SLOPE PROTECTION CONC SLOPE S VAR. BSTVAR . BST GATEMTL VAR. SOI L18" CMP 15" HDPE 36" C MP RUINS CONC BRIDGE 8.5' CONC HW VAR . SOIL VAR. SOILVAR. SOILTUB HOT GR 36" GR 3 6 " CONC CONCCONC 36" CMPDILAPIDATED36" WWT R E P E AT E R B OXWOODS WOODS WOODS WOODS WOODSWOODS WELL BK WALL VAR. HT GATE MTL WOODS WOODS WOODS WOODS GATE MTL GATE WDBARNWDWOODS WOODS WOODSWOODS WOODS PUMP SEPTIC BST SIGNMTLT 15" HDPE 1SBKD 1SBKD RUINS BARNWD SOLAR PANEL ATTACHED ON TOP HEIGHT=16' +/- ABOVE GROUND STATION RIVER GAUGING 50.00'EXISTING R/WEXISTING R/W60.00'60.00'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 10.00'REF. DB 437 PG 1041(5' EACH SI DE OF CABLE)10' POW ER EASEMENTSERVI CE LI NE30" CMP 42" CHL60 " WW MTL POST WOODS 15" RCP SHED RUINS GR R /W MON CAROLYN VAZQUEZ W O O D SEX IST ING R /W S.R. 1507GEORGE MILL RDJOANNA K. BROWN JOSEPH P. BROWN KRIS L. DOOLEY BRIAN P. DOOLEY KRIS L. DOOLEY BRIAN P. DOOLEY EXISTING R/W COUNTY OF STOKES15+0010+0020+00HW FLO WABLE FILL FLOW ABLE FILL REMOVE HW RETAIN GRADE TO DRAIN RETAIN RETAIN EXISTING DITCH TIE TO FALSE SUMP TO TOP OF BERM CLASS II RIP RAP TO TOP OF BERM CLASS II RIP RAP RETAIN 22+01 -L- END SBG 21+34 -L- BEGIN SBG TO ELEVATION 843' EXCAVATE 1.5:1 EXCAVATION LIMITS TO ELEVATION 840' EXCAVATE 1.5:1 EXCAVATION LIMITS TB 2GI TB 2GI 36" RCP-IV 36" RCP-IV JB w/MH 30" RCP- I V30" RCP- I VJB w/MH ELBOWS15" W/SEE DETAIL 3 EST. 108 SY GEOTEXTILE EST. 62 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH LATERAL SEE DETAIL 3 EST. 790 SY GEOTEXTILE EST. 451 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH LATERAL SEE DETAIL 1 EST. 121 SY GEOTEXTILE EST. 66 TON CL I RIPRAP w/ CL I RIPRAP 2' BASE DITCH SPECIAL LATERAL SEE DETAIL 2 EST. 180 SY GEOTEXTILE EST. 98 TON CL I RIPRAP w/ CL I RIPRAP 2' BASE DITCH LATERAL SEE DETAIL 4 EST. 252 SY GEOTEXTILE EST. 139 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH SPECIAL CUT SEE DETAIL 4 EST. 296 SY GEOTEXTILE EST. 169 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH SPECIAL CUT SEE DETAIL 5 EST. 108 SY GEOTEXTILE EST. 57 TON CL I RIPRAP w/ CL I RIPRAP 'V' DITCH SPECIAL CUT SEE DETAIL 6 EST. 108 SY GEOTEXTILE EST. 62 TON CL I RIPRAP w/CL I RIPRAP 3' BASE DITCH STANDARD SEE DETAIL 6 EST. 41 SY GEOTEXTILE EST. 24 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH STANDARD SEE DETAIL 3 EST. 121 SY GEOTEXTILE EST. 70 TON CL I RIPRAP w/ CL I RIPRAP BASE DITCH LATERAL 3'30" RCP-IV1.5:1D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+50 TO STA. 13+25 -Y1- RT DETAIL 5 Max. d= 1.5 Ft. Min. D= 1.5 Ft. Type of Liner= Class I Rip-Rap Slope Ditch Front Ground Natural Geotextile 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 21+24 TO STA. 21+44 -L- LT FROM STA. 18+93 TO STA. 19+43 -L- LT DETAIL 6 B= 3 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= Class I Rip-Rap Geotextile ( Not to Scale) CLASS II RIP RAP AT EMBANKMENT DETAIL 7 2.0 GEOTEXTILE 1.0'min. L S 10:1 20 :1 ( Not to Scale) FALSE SUMP STA. 13+45 -Y1- RT Traffic Flow Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch DETAIL 8 d 2:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 24+00 TO STA. 25+00 -L- LT FROM STA. 11+75 TO STA. 12+50 -L- LT Slope Fill DETAIL 1 B= 2 Ft. Max. d= 1.5 Ft. Min. D= 1.5 Ft. Type of Liner= Class I Rip-Rap Ground Natural Geotextile ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. FROM STA. 12+50 TO STA. 13+50 -L- LT DETAIL 2 b= 5 Ft. B= 2 Ft. Max. d= 1.5 Ft. Min. D= 1.5 Ft. *When B is < 6.0' Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) LATERAL BASE DITCH Flatter 2:1 or D B b d 2:1 1"/Ft. FROM STA. 12+50 TO STA. 13+00 -L- RT FROM STA. 21+44 TO STA. 22+00 -L- LT FROM STA. 13+50 TO STA. 16+50 -L- LT DETAIL 3 b= 5 Ft. B= 3 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0' Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE dFlatter1.5:1 or B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM STA. 23+00 TO STA. 24+00 -L- LT FROM STA. 16+50 TO STA. 17+59 -L- LT DETAIL 4 B= 3 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. Type of Liner= Class I Rip-Rap Ground Natural Ditch Slope Front Geotextile RCP-IV 15"22+01 -L- END SBG 21+52 -L- BEGIN SBG SEE DETAIL 7 194 SY GEOTEXTILE 184 TONS CL II RIPRAP RIPRAP AT EMBANKMENT MIN. 1.5:1 SLOPE GroundNatural SEE DETAIL 7 54 SY GEOTEXTILE 51 TONS CL II RIPRAP RIPRAP AT EMBANKMENT SEE DETAIL 7 106 SY GEOTEXTILE 100 TONS CL II RIPRAP RIPRAP AT EMBANKMENT FROM STA. 20+88 -L- TO STA. 21+24 -L- LT FROM STA. 20+21 -L- TO STA. 20+55 -L- MED FROM STA. 19+97 -L- TO STA. 20+21 -L- RT FROM STA. 18+55 -L- TO STA. 19+50 -L- LT F F F C F F F F FF FC C C F F F F F F F F C F F F C F F F F F F F CC C C F F C C F F F C C C TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 1 SITE 2 SITE 1 S S SURFACE WATER DENOTES IMPACTS IN S S AT ANY TIME SHALL BE ALLOWED ONLY ONE WORK PAD WORK PAD WORK PAD DAN RIVER15' BST(TYPICAL) CONC HW & WW MTL DECK W/BST OVERLAY BRIDGE #8 T VAR. GR VAR. SOIL ELK CREEK LN (PRIVATE)PROTECTION CONC SLOPE PROTECTION CONC SLOPE S RUINS CONC BRIDGE 36" CMPT R E P E AT E R B OXWOODS WOODS WOODS GATE MTLBARNWDWOODS SIGNMTL3 4 6 SOLAR PANEL ATTACHED ON TOP HEIGHT=16' +/- ABOVE GROUND STATION RIVER GAUGING 50.00'EXISTING R/WEXISTING R/W60.00'EXISTING R/W EXISTING R/WEXISTING R/W 10.00'REF. DB 437 PG 1041(5' EACH SI DE OF CABLE)10' POW ER EASEMENTSERVI CE LI NEKRIS L. DOOLEY BRIAN P. DOOLEY HW FALSE SUMP TO ELEVATION 843' EXCAVATE 1.5:1 EXCAVATION LIMITS TO ELEVATION 840' EXCAVATE 1.5:1 EXCAVATION LIMITS TB 2GI TB 2GI 36" RCP-IV 36" RCP-IV JB w/MH 30" RCP- I V30" RCP- I VJB w/MH ELBOWS15" W/RCP-IV 15"SEE DETAIL 7 106 SY GEOTEXTILE 100 TONS CL II RIPRAP RIPRAP AT EMBANKMENT SEE DETAIL 6 EST. 108 SY GEOTEXTILE EST. 62 TON CL I RIPRAP w/CL I RIPRAP 3' BASE DITCH STANDARD SEE DETAIL 6 EST. 41 SY GEOTEXTILE EST. 24 TON CL I RIPRAP w/ CL I RIPRAP 3' BASE DITCH STANDARD SEE DETAIL 7 54 SY GEOTEXTILE 51 TONS CL II RIPRAP RIPRAP AT EMBANKMENT SEE DETAIL 7 194 SY GEOTEXTILE 184 TONS CL II RIPRAP RIPRAP AT EMBANKMENT TO TOP OF BERM CLASS II RIP RAP SEE DETAIL 3 EST. 121 SY GEOTEXTILE EST. 70 TON CL I RIPRAP w/ CL I RIPRAP BASE DITCH LATERAL 3' TO TOP OF BERM CLASS II RIP RAP SITE 1 SITE 1 WORK PADWORK PAD SITE 2 18+00 -L-22+00 -L-SURFACE WATER IMPACTS IN SURFACE WATER IMPACTS IN IN SURFACE WATER TEMPORARY IMPACTSIN SURFACE WATER TEMPORARY IMPACTS SURFACE WATER IMPACTS IN SURFACE WATER IMPACTS IN 0 25'12.5'25' SCALE: 1"=50' 50' NAD 83 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17.BP.9.R.72 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 4 OF 6 PERMIT DRAWING SHEET 5 OF 6 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.9.R.72 6 12 13 14 15 16 17 18 19 20 21 22 2310111011 820 830 840 850 860 870 880 890 900 910 820 830 840 850 860 870 880 23 24 25 26 28 29 302730 830 840 850 860 870 880 890 900 830 840 850 860 870 880 890 900 ELEV. 913.73 -L- STA. 11+75.00 BEGIN GRADE -L- -L- STA 21+31.44 END BRIDGE PROPOSED GRADE EXISTING GROUND RAILROAD SPIKE SET IN 20" BIRCH TREE N 1008554 E 1617133 -L- STATION 18+97.68 233.06' RIGHT BM #1 ELEVATION = 835.42' -L- STA 18+28.56 BEGIN BRIDGE PI = 16+31.00 EL = 872.99' (-)8.9342%(-)0.8799% VC = 300' (-)0.8799% DS = 30 MPH *DESIGN EXCEPTION FOR K VALUE K = 37* (-)0.4%(-)13.3 %EL = 886.3 (-)5.22% EL = 912.3 PI = 11+75 -L- LT LATERAL 2' BASE DITCH BEGIN SPECIAL END EXISTING DITCH EL = 902.3 PI = 12+50 -L- LT BASE DITCH BEGIN LATERAL 2' 2' BASE DITCH END SPECIAL LATERAL EL = 882.1 PI = 14+50 -L- LT 3' BASE DITCH BEGIN LATERAL 3' BASE DITCH END LATERAL PI = 13+70 -L- LT EL = 874.3 PI = 16+00 -L- LT ( - )6.29% EL = 871.2 PI = 16+50 -L- LT 3' BASE DITCH BEGIN SPECIAL CUT 3' BASE DITCH END LATERAL EL = 864.3 PI = 17+59 -L- LT 3' BASE DITCH END SPECIAL CUT (+)3.00% (+)6.35% EL = 846.1 PI = 21+44 -L- LT 3' BASE DITCH END LATERAL EL = 846.5 PI = 21+50 -L- LT EL = 848.0 PI = 22+00 -L- LT 3' BASE DITCH BEGIN LATERAL EL = 889.0 PI = 13+50 -L- LT BEGIN LATERAL 3' BASE DITCH END LATERAL 2' BASE DITCH EL = 896.0 PI = 12+50 -L- RT LATERAL 2' BASE DITCH BEGIN SPECIAL ELEV = 895.8 PI = 13+00 -L- RT LATERAL 2' BASE DITCH END SPECIAL 30" RCP-IV DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 902.5 = 63 = 500+ = 50 = 16 = 898.0 = 17 = 898.0 = 6.0 30" RCP-IV Sta. 13+34 ELEV. 868.2SAG STA. 21+87.6EST. 4640 CY ELEV. 840.0 AT CL EXCAVATE TO NG 1.73:1 SKEWED 1.5:1 NORMAL CL II RIPRAP MIN. 3.5' WS ELEV. =848.5 PROP 100 YR 1.73:1 SKEWED 1.5:1 NORMAL CL II RIPRAP EST. 1850 CY ELEV. 843.0 AT CL EXCAVATE TO NG =832.2 NWS ON 6-15-18 WS ELEV. =844.8 PROP 25 YR 3" MILLING 145' (-)13.3 %(-)13.3 %(-)5.22% ( - )6.29% (-)13.3% ELEV. 917.63 -L- STA. 30+50.00 END GRADE -L- EXISTING GROUND PROPOSED GRADE RAILROAD SPIKE SET IN 17" POPLAR TREE N 1009282 E 1617512 -L- STA 27+11.88 79.12' RIGHT BM2 ELEVATION = 875.92' (+)6.7065% PI = 22+97.00 EL = 867.13' VC = 285' K = 38 DS = 30 MPH *DESIGN EXCEPTION FOR K VALUE (+)6.7065% (+)5.85% EL = 866.7 PI = 23+00 -L- LT 3' BASE DITCH END SPECIAL CUT EL = 878.4 STA 25+00 -L- LT 2' BASE DITCH BEGIN SPECIAL CUT (+)5.85% (+)0.4% EL = 899.8 STA 29+00 -L- LT 2' BASE DITCH BEGIN SPECIAL CUT EL = 899.6 STA 28+50 -L- LT 2' BASE DITCH END SPECIAL CUT EL = 872.6 PI = 24+00 -L- LT 3' BASE DITCH BEGIN SPECIAL CUT 2' BASE DITCH END SPECIAL CUT EL = 872.6 PI = 24+00 -L- LT 3' BASE DITCH BEGIN SPECIAL CUT 2' BASE DITCH END SPECIAL CUT 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 = 13000 = 25 = 844.8 = 19000 = 100 = 848.5 = 92657 = >500 = 868.2 6 / 15 / 18 = 832.2 285' 3" MILLING TOP=833.2 WORK PAD TEMP AT A TIME SHALL BE ALLOWED ONLY ONE WORK PAD MIN. 1.5:1 SLOPE BANK STABILIZATION CL II RIP RAP MIN. 1.5:1 SLOPE BANK STABILIZATION CL II RIP RAP 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 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)1 18+58 to 20+50-L- RIPRAP AT EMBANKMENT 0.03 124 TEMP WORK PAD 0.08 10 2 20+75 to 20+96-L-LT RIPRAP AT EMBANKMENT < 0.01 25 TOTALS*: 0.03 0.08 149 10 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF 6 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSSTOKES COUNTY17BP.9.R.7217BP.9.R.72NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSMarch 24, 2020