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HomeMy WebLinkAbout20171375 Ver 1_Build Maps_20171030k li�%I l�t'�n' North Carolina Department of Transportation , �,li)1'l l]tiYatPf Highway Stormwater Program _�. STORMWATER MANAGEMENT PLAN ��•• -= =�'� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 44366.1.1 TIP No.: U-5795 County(ies): Johnston Page 1 of 2 General Project Information WBS Element: 44366.1.1 TIP Number: U-5795 Project Type: Roadway Widening Date: 10/17/2017 NCDOT Contact: Matt Clarke, PE Contractor / Designer: Joshua G. Dalton, PE Address: 509 Ward Blvd. Address: Sungate Design Group, PA PO Box 3165 905 Jones Franklin Rd. Wilson, NC 27895 Ralei h, NC 27606 Phone: 252 640-6419 Phone: 919 859-2243 Email: wmclarke ncdot. ov Email: 'dalton sun atedesi n.com Cit ITown: Selma Count ies : Johnston River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 0.59 miles Surrounding Land Use: Mixed Use: Commercial & Med. Density Residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 4.9 ac. 3.8 ac. Typical Cross Section Description: Three (3) 12' wide travel lanes (2 Thru Lanes, 1 Turn Lane) with 2'-6" curb & gutter and Two (2) 11' wide travel lanes with variable width grass shoulder and roadside ditches. sidewalks. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 9000 Year: 2038 Existing: 7000 Year: 2018 General Project Narrative: The U-5795 roadway widening project is located in Selma, Johnston County, NC. The proposed project will widen a 2-lane roadway into a 3-lane roadway with a dedicated (Description of Minimization of Water center turn lane. Along with the roadway widening, curb and gutter, close drainage systems, and sidewalk will be installed. The project is located in the Neuse river basin. There Quality Impacts) is one (1) jurisdictional stream located on the project, and is considered an non-buffered stream. Minimization efforts that will be implemented for this project include temporary matting for slopes and ditchlines; ground cover and stabilization requirements meeting NPDES guidelines; and minmizing drainage outlet velocities with minimal pipe slopes and rip-rap dissipator pads at pipe outlets, where applicable. Clearing and Grubbing as well as Final Grading erosion control plans have been prepared for this project in order to minimize erosion and sediment during all phases of the project. Other erosion and sediment control measures include using rock checks and wattles in ditchlines, installing rock inlet protection (or other approved devices) at pipe and grate inlets, and installation of silt fence along slopes to contain runoff within the project limits. Waterbody Information Surface Water Body (1): Bawdy Swamp NCDWR Stream Index No.: 27-50-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �,: =..;� k li�%Il�t'�n' North Carolina Department of Transportation �ili)1'll]Src7ltPr Highway Stormwater Program STORMWATER MANAGEMENT PLAN ��::'��� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 44366.1.1 TIP No.: U-5795 County(ies): Johnston Page 2 of 2 Additional Waterbody Information Surface Water Body (2): Buffalo Creek NCDWR Stream Index No.: 27-42 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � � 0 s � � N 3 � � a �� o= N � ,� �� �� o �.: See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventlonal Symbols BEGIN CONSTRUCTION \ —Yl— POT STA.11+60.00 ,\i � , i BEGIN TIP PROJECT U-5795 -L- POT STA. 10 + 60.00 END CONSTRUCTION —Yl— POC STA. 18+30.00 �, . � � � END CONSTRUCTION � -Y2- POT STA. 11 + 00.00 I I J -� N 1 n O �'n m � ,v ,j ����� �� ����� �������� �������� �� �������� �ox�sTo� COU1�lTY LOCATI011I: SR 2302 (RICKS ROAD) FROM US 70 TO US 301 I11i SELMA TYPE OF WORK: GRADI11tG, PAVI11lG A111D DRAI11tAGE 25% PRELIMI11lARY PLAIVS WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 5T ' o f � � \\ ' z � ��\ � BEGIN CONSTRUCTION � m �? � —Y4— POT STA. 10 + 72.00 G � m i •� � � � '��i � � � I __ 1'� � � � _ _ - � �- -- — � -� � �I _L- -- -_ — �� - - 1 � —� '�I �� — ' �- � — '— � � �� � � \ 1 I � \ / � �_ ___ � `CKS RD.� � � ��� �I� �i -�i � _, �� �,��. '�9�.0 `/- �i ii ir i1 p�O \ �.� I� i � END CONSTRUCTION � sT Q i -Y3- POT . . 0 , CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. \ � � y \\� END CONSTRUCTION \ —Y5— POT STA. 10 + 83.00 � � NA y �� PERMIT DRAWING SHEET 1 OF 5 END TIP PROJECT U-5795 -L- POT STA. 41 + 72.31 6 Y) INC�lH[Il�1L1E"Il`]E 1P1L.4�1V� DO NOT USE FOR R/ W qCQU15IT10N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � Prepared far the North Carolina Department of Transponation j%j'DRfl ULIr.S ENriINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH rh r•� In the O ce o ADT 2018 = 7000 ��'_I�� a000we�to-a�eeo�ie�a,a,s�res3o SUNGATEDESIGNGROUP,P.A. Ralelgh, NC 2]60� 50 25 0 50 100 \/ Nc��e�Noca�os ,��,f� � p��q� ADT 2038 = 9000 � ° �' � w:^��;�°��.:o.,� K= X ��o LENGTH ROADWAY TIP PROJECT U-5795 = 0.589 MI. zotz sraNDann sP�c�rcarroNs a@�` `� Q PLANS p_ X o�o RIGHT OF WAY DATE: JIMMY GOODNIGHT, PE ��. o D PROJECT ENGINEER SIGNATURE: w� so 2s o so �oo T- x qo • TOTAL LENGTH OF TIP PROJECT U-5795 = 0.589 MI. DECEMBER 30, 2016 � o V= 40 MPH ROADWAY DESIGN PROFILE HORIZONTAL * a o LETTING DATE: �ERRY JAVELLANA, PE D��'� �`�p � ) TTST =7cx/o DUAL 7a/o ENGINEER �, p � JUNE 12, 2018 PROJEC7' DESIGN 6NGINEER �G� QpQ��/ l0 5 0 l0 2o FUNC CLASS = LOCAL REGIONAL TIER NCDOT CONTACT D,vrEoRrnoAG,Ei�'nPEEa PROFILE (VERTICAL) PE S7GNAT[IRE: N Z � w � � � * EXISTING SIGNAL m S 3�°48�i5• yy PROJECT REFERENCE NO. 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