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Home My WebLink About20210195 Ver 1_U-5841_Permit Drawings_20210412_20210423(Version 2.08; Released April 2018) TIP No.:U-5841 County(ies):Guilford Page 1 of 1 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? No Design/Future:Year:2040 Existing:Year: Aquatic T&E Species?No Comments: No No No Wetlands within Project Limits? Nutrient Sensitive Waters (NSW)Supplemental Classification: Commercial, Transportation, Greenway North Buffalo Creek 16-11-14-1 1.1 0.09 Project Description Proposed Project Cape FearRiver Basin(s): City/Town: 1.2 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) No bkketner@ncdot.gov Greensboro, NC 27405 Address: 3/29/2021 GuilfordGreensboro Brian Ketner, PE 1584 Yanceyville Street WBS Element: Roadway WideningWBS Element: STV Engineers, Inc.NCDOT Contact: 336-487-0165 Charlotte, NC 28202-1144 Contractor / Designer: 704-816-2528 900 West Trade Street Suite 715 North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: NCDOT Division 7 Office Address: General Project Information U-5841 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) The project includes lengthening a left turn lane along Friendly Avenue that serves the Cone Health Wesley Long Hospital. Improvements to the sidewalks along the project corridor and pedestrian crossings at the intersection of Friendly Avenue and North Lindel Road are included as well. A concrete arch culvert is lengthened along North Buffalo Creek on the upstream side of the road to accomodate the road widening. There are two storm water outfalls on the downstream side of the culvert that carry roadway drainage from the project area and from offsite. The two existing drainage systems within the project limits are modified to account for the road widening and tie to the existing pipes of the two systems near the stream. The existing drainage systems outlets are both within the stream banks and are not proposed to be modified or disturbed. Storm Water Treatment is not provided considering the potential impacts to existing utilities, adjacent properties, power transmission right of way, and greenway facility, and the existing stream banks. The existing storm drainage outfalls appear stable at their current locations and the minor storm water flow increase is not anticipated to cause erosion. Jordan LakeBuffer Rules in Effect: 28500 Proposed four travel lanes with lengthened center turn lane and lengthened right turn lanes. Proposed curb & gutter and sidewalk. Waterbody Information 2020 NCDWR Stream Index No.: NRTR Stream ID: Annual Avg Daily Traffic (veh/hr/day): Existing Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water Body ac. Existing four travel lanes with center turn lane and right turn lanes. Existing curb & gutter and sidewalk. 31600 davin.morrison@stvinc.com Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?No Deck 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) W Wendover AveCREEK NORTH BUFFALO Pastuer D r Candlewood Dr Mi st l et oe DrPi ne cr est RdVilla Dr N Lindell RdHomewood AveN Elam AveW Fri endl y AveGreen Valley RdRidgeway DrW Frie n dl y AveCenter RdFriendly DrWalter Reed Green Valley RdDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONA L E NGINEER SEAL N ORTHCAROLINA SEA N C. STEPHENS0 PROFILE (HORIZONTAL) 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 PROJECT ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL)DEPARTMEN T O F TRA NSPORTATIONSTATE O F NORT H CAR O LI NA0 0 PLANS PREPARED FOR THE NCDOT BY: VICINITY MAP N.T.S. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA PROJECT LENGTH D T V = = = = =MPH ADT =ADT DESIGN DATA SIGNATURE: P.E. P.E. ENGINEER HYDRAULICS SIGNATURE: ENGINEER DESIGN ROADWAY NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT DESIGNERCONTRACT:NORTH CAROLINA TO THE LIMITS ESTABLISHED BY METHOD II.CLEARING ON THIS PROJECT SHALL BE PERFORMED 2018 STANDARD SPECIFICATIONS See Sheet 1B For Standard Symbology Sheet See Sheet 1A For Index of Sheets Scale : 60 2040 31,600 40 1% MINOR ARTERIAL FUNC. CLASSIFICATION: 20 2020 20 10 10 24 4 8 GUILFORD COUNTY 40 40 -Y- STA. 11+96.73 END RESURFACING -Y-4 GREEN VALLEY RD (N ELAM AVE)TO SR 1935 WEST FRIENDLY AVE BRIAN KETNER, PE Division 7 Project Engineer MAY 15, 2019 THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENSBORO.N LI NDELL RDPROJECT BEGIN PROJECT END TIP PROJECT : U-5841-L- STA. 16+25.00 BEGIN TIP PROJECT -L- STA. 20+89.90 END TIP PROJECT SEAN C. STEPHENS, PEWE S T WE NDOVE R AVEWE S T WE NDOVE R AVE 60% 10%NORTH BUFFALO CREEKGREEN VALLEY RD TO NORTH LINDELL RD IN GREENSBORO LOCATION: SR 2147 WEST FRIENDLY AVENUE FROM EAST OF 2020 TOTAL LENGTH OF PROJECT U-5841 = .088 MILES LENGTH OF ROADWAY PROJECT U-5841 = .088 MILES28,500 K U-5841 CLARK E. GROVES JUNE 24, 2021 CONSTRUCTION UTIL 50232.1.2 PE ROW50232.2.1 50232.3.1 50232.2.3 RETAINING WALLS & STRUCTURE TYPE OF WORK: GRADING, PAVING, DRAINAGE, SIGNALS, SURFACE WATER IMPACTS PERMIT SITE 1 120'0'120' SR 2147 -L-stephescr:\Hydraulics\PERMITS_Environmental\Drawings\SHT\U5841_hyd_prm_psh01_tsh.dgn4/12/2021(PEMBROKE RD)TO SR 1935 NCDOT CONTACT: of1 8 Permit Drawing Sheet NA 2011 NAD 83 TS S S S S S S S S S SUNSET WOODS TOWNHOMES ASSOCIATION MOSES H CONE MEMORIAL HOSPITAL DB 3391 PG 382 PB 74 PG 40 DB 3755 PG 938 PB 95 PG 69 DB 3398 PG 1136 T TT W WC W FULL PROPERTY DEED NOT FOUND CITY OF GREENSBORO S S TS TS TS TS TS TS TS TS 203 1 2 15" RCP-IV 15" RCP-IV RETAIN CB CB RETAIN RETAIN 15" RCP-IV REMOVE CB 15" CSP w/ 2 ELBOWS EST. 33 SY GEOTEXTILE EST. 24 TON CL I RIPRAP EST. 46 SY GEOTEXTILE EST. 33 TON CL I RIPRAP RETAIN EXIST. CONC. ARCH CULVERT w/MH JB CBCB CB MH RETAIN RETAIN15" RCP-IV REMOVE W/MH JB RETAI N15" RCP-IV TBJB EST. 40 SY GEOTEXTILE EST. 29 TON CL I RIPRAP EXTENSION PROP. CONC. ARCH CULVERT WEST FRIENDLY AVE-L-N LI NDELL RD-Y-WE NDOVE R AVE.NORTH BUF F ALO CREEKCREEKNORTH BUFFALONORMAL WATER SURFACE ELEVATION NOTE: RIPRAP IS TO BE PLACED 1' ABOVE Q(10YR) =1.9CFS Q(10YR) =4.8CFS TEMP. ELEVATED WORK PLATFORM IMPERVIOUS DIKE B IMPERVIOUS DIKE A IN SURFACE WATER TEMPORARY IMPACT IN SURFACE WATER PERMANENT IMPACT LEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IN SURFACE WATER DENOTES PERMEMANT IMPACTS STREAM PERMIT IMPACT AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 52 SW IMPACTS PERMANENT 24<.01 <.01 ENGINEER ENGINEER 4/12/2021r:\hydraulics\permits_environmental\drawings\sht\U5841_hyd_prm_psh02.dgnstephescHYDRAULICSROADWAY DESIGN R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc.U-5841Scale : 20 SEE SHEET 5 FOR -L- PROFILE MODIFIED TRAFFIC SIGNAL 2 GRAPHIC SCALE 0'40'40' of2 8 Permit Drawing Sheet NA 2011 NAD 83 F F F F F C F C F C C F CF F F F F 755 755 756756757757757757 758758758759759759 759760760761 761761762762 762763763763764764764765765 766766766766766767767767767768768768768768768 769769769769769 770770771 7717717717 7 1 7 7 1 772772772772772 772 773773 7737737737 7 4 774 7 7 4 774 7747 7 4 774774775 7757757767767767 7 6 7767 7 6776776776776776 776 776 777777777 7 7 7 777777777777777 778778 7 7 8 778 778778778778778 7787797797 7 9 779 7 7 9779779779779779779779779779780780780780 780780780780781781 781 781781 781781 781 781781 781781 781781782 7827827827827837 8 3 783 7837 8 3 783784784784784 784784784785 785785 786786 786786 786786786 787787787787 787787787 787787 788 788 788788 788789789789789 790 790791791791 791792 792792 793 793793 793 794794 795796797797798 TS S S S S S S S S S S SUNSET WOODS TOWNHOMES ASSOCIATION MOSES H CONE MEMORIAL HOSPITAL DB 3391 PG 382 PB 74 PG 40 DB 3755 PG 938 PB 95 PG 69 DB 3398 PG 1136 T TT W WC W FULL PROPERTY DEED NOT FOUND CITY OF GREENSBORO S S TS TS TS TS TS TS TS TS 203 1 2 15" RCP-IV 15" RCP-IV RETAIN CB CB RETAIN RETAIN 15" RCP-IV REMOVE CB 15" CSP w/ 2 ELBOWS EST. 33 SY GEOTEXTILE EST. 24 TON CL I RIPRAP EST. 46 SY GEOTEXTILE EST. 33 TON CL I RIPRAP RETAIN EXIST. CONC. ARCH CULVERT w/MH JB CBCB CB MH RETAIN RETAIN15" RCP-IV REMOVE W/MH JB RETAI N15" RCP-IV TBJB EST. 40 SY GEOTEXTILE EST. 29 TON CL I RIPRAP EXTENSION PROP. CONC. ARCH CULVERT WEST FRIENDLY AVE-L-N LI NDELL RD-Y-WE NDOVE R AVE.NORTH BUF F ALO CREEKCREEKNORTH BUFFALONORMAL WATER SURFACE ELEVATION NOTE: RIPRAP IS TO BE PLACED 1' ABOVE Q(10YR) =1.9CFS Q(10YR) =4.8CFS TEMP. ELEVATED WORK PLATFORM IMPERVIOUS DIKE B IMPERVIOUS DIKE A IN SURFACE WATER TEMPORARY IMPACT IN SURFACE WATER PERMANENT IMPACT LEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IN SURFACE WATER DENOTES PERMEMANT IMPACTS STREAM PERMIT IMPACT AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 52 SW IMPACTS PERMANENT 24<.01 <.01 ENGINEER ENGINEER 4/12/2021r:\hydraulics\permits_environmental\drawings\sht\U5841_hyd_prm_psh03.dgnstephescHYDRAULICSROADWAY DESIGN R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc.U-5841Scale : 20 SEE SHEET 5 FOR -L- PROFILE MODIFIED TRAFFIC SIGNAL 3 GRAPHIC SCALE 0'40'40' of3 8 Permit Drawing Sheet NA 2011 NAD 83 F F F F F C F C F C C F CF F F F F S S S T TT S S TS TS TS TS TS TS TS TS IN SURFACE WATER TEMPORARY IMPACT IN SURFACE WATER PERMANENT IMPACT 15" RCP-IV 15" RCP-IV RETAIN CB CB RETAIN RETAIN 15" RCP-IV REMOVE CB 15" CSP w/ 2 ELBOWS EST. 33 SY GEOTEXTILE EST. 24 TON CL I RIPRAP EST. 46 SY GEOTEXTILE EST. 33 TON CL I RIPRAP RETAIN EXIST. CONC. ARCH CULVERT w/MH JB CB CB CB MH RETAIN RETAIN15" RCP-IV REMOVE W/MH JB RETAI N15" RCP-IV TBJB EST. 40 SY GEOTEXTILE EST. 29 TON CL I RIPRAP EXTENSION PROP. CONC. ARCH CULVERT WEST FRIENDLY AVE -L-NORTH BUF F ALO CREEKCREEKNORTH BUFFALONORMAL WATER SURFACE ELEVATION NOTE: RIPRAP IS TO BE PLACED 1' ABOVE LEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IN SURFACE WATER DENOTES PERMEMANT IMPACTS STREAM PERMIT IMPACT AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 52 SW IMPACTS PERMANENT 24<.01 <.01 ENGINEER ENGINEER 4/12/2021r:\hydraulics\permits_environmental\drawings\sht\U5841_hyd_prm_psh04.dgnstephescHYDRAULICSROADWAY DESIGN R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc.U-5841 4Scale : 10 of4 8 Permit Drawing Sheet GRAPHIC SCALE 0'20'20' NA 2011 NAD 83 F F F F C F C F F F F F F S S S T TT S S TS TS TS TS TS TS TS TS IN SURFACE WATER TEMPORARY IMPACT IN SURFACE WATER PERMANENT IMPACT 15" RCP-IV 15" RCP-IV RETAIN CB CB RETAIN RETAIN 15" RCP-IV REMOVE CB 15" CSP w/ 2 ELBOWS EST. 33 SY GEOTEXTILE EST. 24 TON CL I RIPRAP EST. 46 SY GEOTEXTILE EST. 33 TON CL I RIPRAP RETAIN EXIST. CONC. ARCH CULVERT w/MH JB CB CB CB MH RETAIN RETAIN15" RCP-IV REMOVE W/MH JB RETAI N15" RCP-IV TBJB EST. 40 SY GEOTEXTILE EST. 29 TON CL I RIPRAP EXTENSION PROP. CONC. ARCH CULVERT WEST FRIENDLY AVE -L-NORTH BUF F ALO CREEKCREEKNORTH BUFFALONORMAL WATER SURFACE ELEVATION NOTE: RIPRAP IS TO BE PLACED 1' ABOVE 755 755756757758759759 760760761761762 763764766766767768769770 7717 7 1 772772 772 773 7737 7 4 774 774775776776776776776 776776 776 776 777777778 7 7 8 778778 778778 778 7 7 9779 779779 779780781782782783784789 791792792793794795796LEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IN SURFACE WATER DENOTES PERMEMANT IMPACTS STREAM PERMIT IMPACT AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 52 SW IMPACTS PERMANENT 24<.01 <.01 ENGINEER ENGINEER 4/12/2021r:\hydraulics\permits_environmental\drawings\sht\U5841_hyd_prm_psh05.dgnstephescHYDRAULICSROADWAY DESIGN R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc.U-5841Scale : 10 5 of5 8 Permit Drawing Sheet GRAPHIC SCALE 0'20'20' NA 2011 NAD 83 F F F F C F C F F F F F F 5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4/12/2021r:\hydraulics\permits_environmental\drawings\sht\U5841_hyd_prm_psh06.dgnstephescDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 740 800 796 792 788 804 812 808 816 U-5841 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. 16 820 17 18 19 20 756 752 748 744 760 768 764 772 776 780 784 740 800 796 792 788 804 808 756 752 748 744 760 768 764 772 776 780 784 6 PI = 17+15.00 EL = 775.90' VC = 180' K = 77 DS = 40 MPH -L- PI = 19+50.00 EL = 779.43' VC = 120' K = 69 DS = 40 MPH of6 8 Permit Drawing Sheet CL EXISTING ARCH CULVERT 2380 2850 100 5800 25 766.2 767.2 776.3 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 = = = = = = = = = 500+ EXTENSION PROPOSED ARCH CULVERT CENTERLINE ELEV = 776.99' SKEW = 79 DEGREES 23' X 18.5' CONCRETE ARCH CULVERT EXTENSION UPSTREAM STA 17+87 -L- CENTERLINE CULVERT EL=767.2' 100 YR. EL=766.2' 25 YR. EL=756.2' NWSEL TEMPORARY WORK BRIDGE SURFACE. SHALL NOT IMPACT THE WATER EL. 758.6. ALL TEMPORARY WORKS TEMPORARY STRUCTURE SHALL BE NOTE: MINIMUM LOW CHORD FOR PROPOSED GRADE BEGIN GRADE ELEV. = 776.65' -L- STA. 16+25.00 (-)0.8333%(+)1.5021% (+)1.5021% ELEV. = 781.37' -L- STA. 20+10.00 ELEV. = 776.32' -L- STA. 16+89.23 LOW POINT EXISTING GROUND (+)3.2333% BEGIN RESURFACING END GRADE ELEV. = 784.88' -L- STA. 20+89.90 END RESURFACING 3'x1' SILL PROPOSED 3'x1' SILL PROPOSED NAMES AND ADDRESSES PARCEL NO.NAMES ADDRESS 1 PROPERTY OWNERS 4/7/2021 NCDOT DIVISION OF HIGHWAYS SHEET 7 OF 8 CITY OF GREENSBORO of7 8 Permit Drawing Sheet GUILFORD COUNTY PROJECT: U-5841 GREENSBORO NC 27403 SR 2147 (WEST FRIENDLY AVENUE) 2 MEMORIAL HOSPITAL MOSES H CONE GREENSBORO NC 27403 ( 2400 WEST FRIENDLY AVENUE) SR 2147 (WEST FRIENDLY AVENUE) ON SR 2147 NORTH BUFFALO CREEK CULVERT OVER 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- 16+25.00 TO 20+89.90 PROP. ARCH CULVERT <.01 <.01 24 52 TOTALS:0.18 24.00 52.00 NOTE: Temporary Impacts Length Total = 52' (24' overlap with Permanent Impacts) ATN Revised 3/31/05 CULVERT OVER NORTH BUFFALO CREEK GUILFORD COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS U-5841 3/12/2021SHEET 8 of 8 WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS ON SR 2147 (WEST FRIENDLY AVE.)