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Home My WebLink About20210304 Ver 1_Bridge 110209 Burke Permit Drawings Revised 04222021_20210422(Version 2.02; Released April 2015)17BP.13.R.153TIP No.:17BP.13.R.153County(ies):Burke Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year: Existing: Year:Aquatic T&E Species?Comments:Yes NoNoN/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)ac.Paved 9' lanes with 2' grassed shoulder sectionbelam@sungatedesign.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?17BP.13.R.153 is a bridge to culvert replacement project that involves removing Burke County bridge #209, on SR 1623 (Mount Harmony Rd.) over an Unnamed Tributary to Drowning Creek, and replacing with a 2@10'x9' RCBC. The existing bridge is 1 @25.5' timber deck on I-beams with vertical timber abutments and concrete footers. Measures have been implemented to reduce impacts to the stream and surrounding properties include, maintaining exsting drainage patterns, using 2:1 fill slopes and stabilizing the existing banks with class 'I' rip rap. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion.NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SitePaved 10' lanes with 7' shoulder section (4' Paved)Waterbody Information2017NCDWR Stream Index No.:Project Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:None95017BP.13.R.153Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Sungate Design Group, P.A.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Division 13Address:General Project Information17BP.13.R.153WBS Element:Bridge ReplacementWBS Element:Brian N. Elam, PENCDOT Contact:(828) 298-1128905 Jones Franklin RoadRaleigh, NC 27606Contractor / Designer:(919) 710-8459mkcalloway@ncdot.govAsheville, NC 28803Address:3/15/2021BurkeHickoryMike CallowayBridge Maintenance, 20 Old 74River Basin(s): City/Town:0.20Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoResidential, Industrial, Agricultural UT to Drowning Creek11-52-(1)0.150.05Project DescriptionProposed ProjectCatawbaNoneSupplemental Classification: NoneWetlands within Project Limits? (Version 2.02; Released April 2015)17BP.13.R.153TIP No.:17BP.13.R.153County(ies):Burke Page 2 of 2Sheet No.:4Station:12+53 (-L-)Sq. MilesCulvert Height (ft):Culvert Length (ft)%%North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and MinimizationProposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):1.7Number of Culverts:2 BarrelsCulvert Width/Diameter (ft):10Surface Water Body:(1)UT to Drowning Creek61.4Culvert Type:Reinforced concrete box culvert9Avoidance and Minimization Efforts:(Bridge to Culvert)Culvert invert will be buried 1' below stream bed with one low flow and one high flow barrel and floodplain benches. The low flow barrel width of 10' with better match the existing channel width. 2:1 fill slopes used to minimize length of culvert and stream impacts. Stream SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):0.50Existing Low Flow Channel Dimensions in the Stream:10' width 1:1 side slopesProposed Culvert Slope (%):0.49Culvert BurialProposed Culvert Burial Depth (ft):1' Existing Streambed Material:Sand, Cobbles, Boulders, BedrockProposed Low Flow Dimensions Through the Culvert:10' widthProposed Sills/Baffles:Low flow barrel - No sill, bury 1' below stream bedHigh flow barrel - 2' SillExisting Low Flow Velocities in the Stream (ft/s):6.3 ft/s (2 yr - Bankfull = 437 CFS)Proposed Low Flow Velocities Through the Culvert (ft/s):6.2 ft/s Alternating Low Flow Sills/Baffles:NoneNo issues present that would warrant stream realignment.Culvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:NoneBed Forms Impacted by Culvert (riffles, pools, glides, etc.):riffleLow Flow Floodplain Bench Required? (provide justification)Yes Low flow floodplain bench included to match existing stream width.Bank Stabilization:Yes, Upstream and downstream bank stabilization through limits of floodplain benches.Natural Stream Channel 2-yr Velocity (ft/s):5.3Outlet VelocitiesSharp Bends at Inlet/Outlet?(describe culvert alignment with stream)No Stream has no skew in relation to roadway, culvert aligns with stream 90 degrees to roadway. Stream Realignment Necessary? (provide justification)NoEvaluate/Describe Roadway Geometric Constraints:Low flow culvert width mimics existing channel, existing stream side slopes being flattened out and stabilized. Proposed Culvert 2-yr Outlet Velocity (ft/s):5.2Natural Stream Channel 10-yr Velocity (ft/s):6.4Proposed Culvert 10-yr Outlet Velocity (ft/s):6.5Roadway Geometric Considerations WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SHEET 1 OF 7 PERMIT DRAWING 25 50 10050 25 50 10050 5 10 2010 V = =MPH ADT 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:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAPrepared in the Office of: KCI http://www.kci.com Plans Prepared For: RIGHT OF WAY DATE: LETTING DATE: NCDOT CONTACT: KCI Associates of N.C., P.A. 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609 Phone (919) 783-9214 Fax (919) 783-9266 VICINITY MAP 2017 950 35 SITE PROJECT -L- See Sheet 1-B For Conventional Symbols SUB - REGIONAL TIER 4 SR 1623 17BP.13.R.153 17BP.13.R.153COLLECTOR FUNC CLASS = MAJOR BURKE COUNTY DETOUR ROUTE MOUNT HARMONY ROADSR 1684HARMONY STREETT O IC A R D R H O D H IS S R O A D(S R 1621)TO TEXS F ISH CAMP ROAD (SR 1627 )STATE PROJECT:-L- STA. 13+75.00 END STATE PROJECT 17BP.13.R.153 -L- STA. 10+80.00 BEGIN STATE PROJECT 17BP.13.R.153 LENGTH OF ROADWAY STATE PROJECT 17BP.13.R.153 = .052 MILES TOTAL LENGTH OF STATE PROJECT 17BP.13.R.153 = .056 MILES NCDOT DIVISION 13 CREEK ON SR 1623 (MOUNT HARMONY RD.) 2018 STANDARD SPECIFICATIONS NCDOT DIVISION 13 55 Orange Street Asheville, NC 28801 MIKE CALLOWAY NAD 83NA 2011RONALD D. ALLEN, P.E. KCI ROADWAY PROJECT MANAGER KCI ROADWAY PRACTICE LEAD DEWAYNE L. SYKES, P.E. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. 70 NS RR40 REPLACE BRIDGE NO. 209 OVER UT TO DROWNING -L- STA. 12+42.50 BEGIN CULVERT -L- STA. 12+63.50 END CULVERT LENGTH OF STRUCTURE STATE PROJECT 17BP.13.R.153 = .004 MILES R/W PLANS GRADING, PAVING, DRAINAGE AND CULVERT FEBRUARY 5, 2021 JUNE 2, 2021 17BP.13.PE.153 17BP.13.ROW.153 R/W 17BP.13.R.153 CONST. P.E.DROWNING CREEKDROWNING CREEK70 70 40 40 40 FCA Norfolk Southern Corp.Norfolk Sout her nCorp.Tim sPenelope (UNINC.) Icard (UNINC.) Hildebran Pop. 1,682 School Elementary Icard Elem. Hildebran 1623 1627 1684 16181621 1624 0 50'25'50' SCALE: 1"=100' 100' SHEET 2 OF 7 PERMIT DRAWING SEE SHEET 4 OF 7 ENLARGEMENT VIEW DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 417BP.13.R.153 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers Phone (919) 783-9214http://www.kci.com 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609 -L- POC STA 10+80.00 BEGIN STATE PROJECT 17BP.13.R.153 -L- POT STA 13+75.00 END STATE PROJECT 17BP.13.R.153NAD 83/ NA 2011FOR -L- PROFILE SEE SHEET 5 TO BE REMOVED EXISTING BRIDGE SBG - SHOULDER BERM GUTTER T 12 " RC P 18 " CMP 12" R C P24" RCP24" CMP15" RCP12" RCP 8" HDPE 15" RCP18' P AV E D R OADW AY 24" CMPS S S S S S S S S WOODS S 4' CHL4' CHL4' CHL4' CHL4' CHL 4' CHL4' WDFGUY GUY WOODS G RGRB S T B S T B S T B S TBRK WALL1SM TL B U SPM 1SFD1SFDBLT LT GUY G R 60.00' EX IS T ING R /W EX IST ING R /W EXISTING R/WEXISTING R/WWOODS AG ILE SPEC IALTY INC TAMERA JO LOCKE JANET L POPE J IMMY LEE POPE TYNESSA S ISENHOUR M ICHAEL D ISENHOUR KAY H KAN IPE GARY KAN IPE KAY H KAN IPE GARY KAN IPE JACQUEL I CH ILDERS MELV IN E CH ILDERS M ICHAEL D ISENHOUR BRENDA K BULL IS HARVEY D BULL IS OFELL IA L MOORE W ILLARD MOOREJUDIA B DEALJAMES CARROLL DEAL JUD IA B DEAL JAMES CARROLL DEAL DROWNING CREEKDROWNING CREEKT 0 R /W E IP 0 .69' E IP FROM R /W E IP 14 . 0 9' T0 R /W E IP 1 .23' 32.00'T0 R /W E IP 3 .80' S R 1623 - M OUN T H A RM ONY R D .18" R C PD ITCH L INED R IPRAP SOIL -L- 1 2 5 6 7 4 3 16' -L- +00 RETAIN SEE DETAIL #1 BANK STABILIZATION BENCH AND CL 'I' RIP RAP INLET CHANNEL W/ FLOODPLAIN SEE DETAIL #2 BANK STABILIZATION BENCH AND CL 'I' RIP RAP OUTLET CHANNEL W/ FLOODPLAIN REMOVE RETAIN RETAIN RETAIN HW TB 2GIELBOWS 15" W/ REMOVE 36" RCP-IV SEE DETAIL #4 SLOPE=8.6% W/ CL 'II' RIP RAP STD 4' BASE DITCH EST 70 SY GF EST 40 TONS DITCH W/ CL 'I' RIP RAP CLEAN AND LINE EXTG 2' SILL 2' SILL 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 12+00 TO STA. 12+40 -L- LT DETAIL #4 B=4.0 Ft. Max. d=2.0 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural Geotextile Est. 30 CY DDE Est. 127 SY GF Est. 94 TONS Type of Liner= Class 'II' Rip-Rap RETAIN Geotextile MIN. 2:1 NG MATTING COIR FIBER 8' (Variable) CHANNEL BED INLET CHANNEL DETAIL DETAIL #1 MIN. 2:1 NG 1'ON STREAM BANKS CL 'I' RIP RAP (TYP.) CL 'I' RIP RAP RIP RAP CL 'II' (NOT TO SCALE) STA. 12+50 -L- RT Est.= 35 SY Coir Fiber Mat, 120 SY Geotextile Est.= 6 Tons CL 'II' Rip-Rap, 70 Tons Cl 'I' Rip-Rap Length=40 Ft.MIN. 2:1 NG MATTING COIR FIBER 8' (Variable) CHANNEL BED OUTLET CHANNEL DETAIL DETAIL #2 MIN. 2:1 NG 1'ON STREAM BANKS CL 'I' RIP RAP (TYP.) CL 'I' RIP RAP RIP RAP CL 'II' (NOT TO SCALE) STA. 12+50 -L- LT Geotextile Est.= 35 SY Coir Fiber Mat, 90 SY Geotextile Est.= 10 Tons CL 'II' Rip-Rap, 50 Tons Cl 'I' Rip-Rap Length=40 Ft. SEE DETAIL #3 W/ CL 'B' RIP RAP SPEC LAT 2' BASE DITCH 15" d 2:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH Slope Fill DETAIL #3 Est. 96 SY GF Est. 33 Tons Type of Liner= Class 'B' Rip-Rap Ground Natural Geotextile B=2.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. FROM STA. 12+75 TO STA. 13+60 -L- RT 2@10'x9' RCBC W/ SILLS 1059.9542 1055.2719 IIGVGV DIKE #2 IMPERVIOUS DD D DIKE #4 IMPERVIOUS DIKE #1 IMPERVIOUS DIKE #3 IMPERVIOUSDFFF F F F F F F F F F F F F F F C C F C S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY 105610571057105810581058105910591059106010601060106010601060106010611061106110611 0 6 110611062 1 0 6 2 106210621062106310631063106310631064 10641064106410641065106510651065 1065106510651065106610661066106610671067 1067106710681068106810681069106910691070107010701070107010701070107110711071 1071 107210721072 10731073 1 0 7 31074 1074107510751075107510761076107710771078107810791079108010801080108010811081108210821083108310841084108510851085108510851085108610861087108710871088108810881089108910891090 10901090109010901091109110921092109310931094109410951095109510951096 10961097 10971098 109810981099109910991100110011001100110111011101110211021 1 0 2 110211031103 11031 1 0 3 1103 11041 1 0 4 1104 11051 1 0 5 11061106 110711071108 0 50'25'50' SCALE: 1"=100' 100' SHEET 3 OF 7 PERMIT DRAWING SEE SHEET 4 OF 7 ENLARGEMENT VIEW DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 417BP.13.R.153 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers Phone (919) 783-9214http://www.kci.com 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609 -L- POC STA 10+80.00 BEGIN STATE PROJECT 17BP.13.R.153 -L- POT STA 13+75.00 END STATE PROJECT 17BP.13.R.153NAD 83/ NA 2011FOR -L- PROFILE SEE SHEET 5 TO BE REMOVED EXISTING BRIDGE SBG - SHOULDER BERM GUTTER T 12 " RC P 18 " CMP 12" R C P24" RCP24" CMP15" RCP12" RCP 8" HDPE 15" RCP18' P AV E D R OADW AY 24" CMPS S S S S S S S S WOODS S 4' CHL4' CHL4' CHL4' CHL4' CHL 4' CHL4' WDFGUY GUY WOODS G RGRB S T B S T B S T B S TBRK WALL1SM TL B U SPM 1SFD1SFDBLT LT GUY G R 60.00' EX IS T ING R /W EX IST ING R /W EXISTING R/WEXISTING R/WWOODS AG ILE SPEC IALTY INC TAMERA JO LOCKE JANET L POPE J IMMY LEE POPE TYNESSA S ISENHOUR M ICHAEL D ISENHOUR KAY H KAN IPE GARY KAN IPE KAY H KAN IPE GARY KAN IPE JACQUEL I CH ILDERS MELV IN E CH ILDERS M ICHAEL D ISENHOUR BRENDA K BULL IS HARVEY D BULL IS OFELL IA L MOORE W ILLARD MOOREJUDIA B DEALJAMES CARROLL DEAL JUD IA B DEAL JAMES CARROLL DEAL DROWNING CREEKDROWNING CREEKT 0 R /W E IP 0 .69' E IP FROM R /W E IP 14 . 0 9' T0 R /W E IP 1 .23' 32.00'T0 R /W E IP 3 .80' S R 1623 - M OUN T H A RM ONY R D .18" R C PD ITCH L INED R IPRAP SOIL -L- 1 2 5 6 7 4 3 16' -L- +00 RETAIN SEE DETAIL #1 BANK STABILIZATION BENCH AND CL 'I' RIP RAP INLET CHANNEL W/ FLOODPLAIN SEE DETAIL #2 BANK STABILIZATION BENCH AND CL 'I' RIP RAP OUTLET CHANNEL W/ FLOODPLAIN REMOVE RETAIN RETAIN RETAIN HW TB 2GIELBOWS 15" W/ REMOVE 36" RCP-IV SEE DETAIL #4 SLOPE=8.6% W/ CL 'II' RIP RAP STD 4' BASE DITCH EST 70 SY GF EST 40 TONS DITCH W/ CL 'I' RIP RAP CLEAN AND LINE EXTG 2' SILL 2' SILL 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 12+00 TO STA. 12+40 -L- LT DETAIL #4 B=4.0 Ft. Max. d=2.0 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural Geotextile Est. 30 CY DDE Est. 127 SY GF Est. 94 TONS Type of Liner= Class 'II' Rip-Rap RETAIN Geotextile MIN. 2:1 NG MATTING COIR FIBER 8' (Variable) CHANNEL BED INLET CHANNEL DETAIL DETAIL #1 MIN. 2:1 NG 1'ON STREAM BANKS CL 'I' RIP RAP (TYP.) CL 'I' RIP RAP RIP RAP CL 'II' (NOT TO SCALE) STA. 12+50 -L- RT Est.= 35 SY Coir Fiber Mat, 120 SY Geotextile Est.= 6 Tons CL 'II' Rip-Rap, 70 Tons Cl 'I' Rip-Rap Length=40 Ft.MIN. 2:1 NG MATTING COIR FIBER 8' (Variable) CHANNEL BED OUTLET CHANNEL DETAIL DETAIL #2 MIN. 2:1 NG 1'ON STREAM BANKS CL 'I' RIP RAP (TYP.) CL 'I' RIP RAP RIP RAP CL 'II' (NOT TO SCALE) STA. 12+50 -L- LT Geotextile Est.= 35 SY Coir Fiber Mat, 90 SY Geotextile Est.= 10 Tons CL 'II' Rip-Rap, 50 Tons Cl 'I' Rip-Rap Length=40 Ft. SEE DETAIL #3 W/ CL 'B' RIP RAP SPEC LAT 2' BASE DITCH 15" d 2:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH Slope Fill DETAIL #3 Est. 96 SY GF Est. 33 Tons Type of Liner= Class 'B' Rip-Rap Ground Natural Geotextile B=2.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. FROM STA. 12+75 TO STA. 13+60 -L- RT 2@10'x9' RCBC W/ SILLS 1059.9542 1055.2719 IIGVGV DIKE #2 IMPERVIOUS DD D DIKE #4 IMPERVIOUS DIKE #1 IMPERVIOUS DIKE #3 IMPERVIOUSDFFF F F F F F F F F F F F F F F C C F C S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SEE DETAIL #5 2@10'x9' RCBC W/ SILLS CREEKDROWNINGEST 70 SY GF EST 40 TONS DITCH W/ CL 'I' RIP RAP CLEAN AND LINE EXTG BANK STABILIZATION BENCH AND CL 'I' RIP RAP OUTLET CHANNEL W/ FLOODPLAIN BANK STABILIZATION BENCH AND CL 'I' RIP RAP INLET CHANNEL W/ FLOODPLAIN W/ CL 'B' RIP RAP SPEC LAT 2' BASE DITCH 0 10'5' 10' SCALE: 1"=20' 20' 12+00 -L-13+00 -L-DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17.BP.13.R.153 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET 4 OF 7 PERMIT DRAWING SEE DETAIL #4 SLOPE=8.6% W/ CL 'II' RIP RAP STD 4' BASE DITCH DIKE #2 IMPERVIOUS DIKE #3 IMPERVIOUS DIKE #4 IMPERVIOUS DIKE #1 IMPERVIOUS DD DD 24" CMP 8" HDPE S S S S S S 4' CHL G R B ST GUY 60.00'EXISTING R/WEXISTING R/WBRENDA K BULL IS HARVEY D BULLIS D ITCH L INED R IPRA P HW TB 2GIELBOWS 15" W/ 36" RCP-IV 2' SILL 2' SILL 15"IGVGV IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER TEMPORARY IMPACTS SURFACE WATER IMPACTS IN SURFACE WATER IMPACTS IN PROP 6" WLNAD 83/ 2001 0100 100 200200 1080 1070 1060 1050 TO BE REMOVED EXISTING BRIDGE EXISTING BED EXISTING BED oWATER SURFACE PROFILE SLOPE=0.49% CL BED ELEV=1055.15 ON 1/9/19=1057.2 NWSE AND WSE TB LT TB RT TB LT TB RT SKEW=90 2' HIGH FLOW SILLS 2@10'x9' RCBC W/ GP EL=1072.18 CL STA 12+53 -L- INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 17.BP.13.R.153 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE 1 SHEET 5 OF 7 PERMIT DRAWING 2:1 NORMAL 2:1 NORMAL BEVELED HW 10 11 12 13 14 1,050 1,060 1,070 1,080 1,090 FOR -L- ALIGNMENT SEE SHEET 4 1,090 1,080 1,060 1,070 1,050 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 517BP.13.R.153 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 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 CULVERT HYDRAULIC DATA = 1000 = 25 = 1063.7 = 1300 = 100 = 1064.6 = > 1600 = > 500 = 1072.1 SHEET 6 OF 7 PERMIT DRAWING PI = 12+50.00 EL = 1,069.41'(-)4 .6 5 0 1%(+)5.8174% VC = 210' DS = 20mph BEGIN CULVERT -L- STA 12+39 +/-END CULVERT -L- STA 12+58 +/-ELEV. 1,076.68END GRADE -L- STA 13+75.00ELEV. 1,076.39'BEGIN GRADE -L- STA 11+00.00FOR -L- ALIGNMENT SEE SHEET 4 -L- -L- STA. 13+10.74, 40.96' LT EL = 1068.16' BM #1 *K = 20 K-VALUE BUT IS WITHIN SUB REGIONAL TIER PARAMETERS *-DOES NOT MEET DESIGN SPEED VERTICAL CURVE GV TO BE REMOVED EXISTING BRIDGE ON 1/9/19=1057.2 NWSE AND WSE 2@10'X9' RCBC 2' SILL PROP 6" WL PROP WL EXST GRADE AT PROP WL EXST GRADE AT 5' 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 12+38 to 12+58-L- 2 at 10'x9' RCBC 0.02 < 0.01 62 15 12+39 to 12+58-L-RT FLOODPLAIN BENCH 0.01 40 12+43 to 12+58-L-LT FLOODPLAIN BENCH < 0.01 40 TOTALS*: 0.04 < 0.01 142 15 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 7OF 7 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSBURKE COUNTY17BP.13.R.15317BP.13.R.153NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS03-15-2021