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HomeMy WebLinkAbout20170428 Ver 1_Bridge 110218 Burke Plans_20170410k 11�;11��'<1)' North Carolina Department of Transportation �� SL[��'tl]�Ydt['r Highway Stormwater Program _��` STORMWATER MANAGEMENT PLAN •--• (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 176P.13.R.42 TIP No.: County(ies): Burke Page 1 of 2 General Project Information WBS Element: 17BP.13.R.42 TIP Number: Project Type: Brid e Replacement Date: 6/6/2016 NCDOT Contact: Roger Bryan Contractor I Designer: Aaron C. Carver, PE Address: 55 Orange St. Address: Mattern & Craig Consulting Engineers and Surveyors Asheville, NC 28801 12 Broad St. Asheville, NC 28801 Phone: 828 251-6171 ext.221 Phone: 828-254-2201 Email: rdb an ncdot.or Email: accarver matternandcrai .com Cit /Town: Count ies : Burke River Basin s: Catawba CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.01 Surroundin Land Use: Residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.032 ac. 0.031 ac. Typical Cross Section Description: Two 10' travel lanes with 3' grass shoulders. Two 9.5' lanes with 3' grass shoulders. Annual Avg Daily Traffic (vehlhr/day): Design/Future: 3400 Year: 2025 Existing: 1700 Year: 2005 General Project Narrative: The project consists of replacing an existing 1 S' timber floor bridge with a proposed double 8'x4' reinforced concrete box culvert. Existing roadway is grass shoulder cross (Description of Minimization of Water section draining to grass ditches. Proposed roadway drainage maintains existing drainage patterns. The existing bridge is 24' wide with direct drainage to stream over edge of Quality Impacts) pavement below rails. Waterbod Information Surface Water Body (1): Double Branch NCDWR Stream Index No.: 11-34-6-4 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Catawba Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? 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) „._ - I II�;h11'�1�' North Carolina Department of Transportation � l�l'1]]�4'tit(`C Highway Stormwater Program �' STORMWATER MANAGEMENT PLAN �•� �=� (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 17BP.13.R.4: TIP No.: County(ies : Burke Page 2 of 2 Bridge to Culvert Avoidance and Minimization Proposed Structure Summary Sheet No. & Station Sheet No.: 4 Station: 12+31.14 Number of Barrels: 2 Drainage Area (ac or sq mi): 340 Acres Barrel Width/Diameter (ft): 8 Surface Water Body: 1 Double Branch Barrel Hei ht ft : 4 Culvert T e: Culvert Length (ft 42 Avoidance and Minimization Efforts: (Bridge to Culvert) Stream Slope Fish and/or Aquatic Life Passa e Existing Average Stream Slope °/a): 2.79 % Existing Low Flow Channel Dimensions Proposed Culvert Slope (%): 2.�9 % in the Stream: Culvert Burial Proposed Culvert Burial Depth (ft): 0.917 Existing Streambed Material: sand Proposed Low Flow Dimensions Through the Culvert: Proposed Sills/Baffles: 11” sills at the beginning, middle and end of the low flow barrel and the beginning and end of the high flow Existing Low Flow Velocities in the barrel. Stream ft/s : ropose ow ow e oa ies roug the Culvert (ft/s): Alternating Low Flow Sills/Baffles: Culvert/Stream Ali nment Stream Patterns Upstream and Downstream n/a of the Culvert that Could Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert (riffles, n/a pools, glides, etc.): Low Flow Floodplain Bench Required? Yes Floodplain bench to be constructed with natural bed material similar in size to CL B rip rap and subsidized with CL B RR as (provide justification) needed. Sharp Bends at InIeUOutlet? Yes Culvert is aligned with the stream with a sharp bend just upstream of the inlet. (describe culvert alignment with stream) Stream Realignment Necessary? (provide No The entire culvert lies within the existing tangent of the stream. justification) Bank Stabilization: Class II rip rap, 30 ft up and downstream. Outlet Velocities Natural Stream Channel 2-yr Velocity (ft/s): n/a Natural Stream Channel 10-yr Velocity (ft/s): 8.3 Proposed Culvert 2-yr Outlet Velocity (ft/s): n/a Proposed Culvert 10-yr Outlet Velocity (ft/s): 5.7 Roadwa Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: Culvert is located at the intersection of SR's 1737, 1821 and 1843. DETOUR ROUTE BEGI11t PROJECT 17BP.13.R.42 - L- STA.12 + 10 BEGI1� C01�STR UCTI0111 - L- STA.11 + 60 ����� � ��� ���� ��� ���� �� ��� �� � ���� .��� LOCATI01�: BRIDGE 11t0. 218 O T�ER DOUBLE BRAI�CH 01� SR 173 7(FLA T GAP R OAD) Permit Drawing Sheet 1 of 5 TYPE OF WORK: GRADI11tG, DRAI11tAGE, PA VI1�G, A1�D STR UCTURE WETLAI�DS A1�D S URFACE WATER IMPACTS PERMIT , , / ,�/�' / ��: � � � �y � � �� , L— STA. 12 + 31.14 E1�D - L- LAT GAP� ROAD NC GRID NAD 83/NSRS 2007 C01�STR UCTI01� STA. l3 + 16.91 TO�� E1�D PROJECT 17BP.13.R.42 - L- STA.12 + 80 � Charlotte, ❑ North Carolfna 704•357•0488 Tri-Citiesq ❑ Tennessee 423•467•8401 Vaughn&Melfon Knoxville, ❑ Tennessee Consulting Engineers 865 b46 •5800 Middlesboro, Asheville, � Kentucky ■ North Carolina 606•246•6600 828•253•2796 Spartanburg, ❑ South Carolina 864•574•4775 Copyright p 2006 Vaughn & Melton, Inc. All Rights Reserved Prepared In the Offlce of: HYDRAULICS E11tGI11lEER DIVISI011t OF HIGHWAYS GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH VA UGH11t F� MELT0111 STATE OF 11lORTH CAROLIIVA 1318-F PATTON AVE. 30 15 � 30 6� ASHEVILLE, 111C 28806 ADT 2005 = 1700 FOR THE NORTH CAROLINA DIV ISION OF HIGI-IVyAYS o� �0�p� ADT 2025 = 3400 LENGTH ROADWAY PROJECT 17BP.13.R.42 = 0.010 MI. ��� ��q P LA N S 2012 STANDARD SPECIFICATIONS � �Q� LENGTH STRUCTURE PROJECT 17BP.13.R.42 = 0.003 MI. AARON CARVER PE P.E. � � 3O � J� O 3O 6O o PROJECT ENGINEER SIGNATURE: � o T= 6 /o TOTAL LENGTH PROJECT 17BP.13.R.42 = 0.013 MI. RIGHT OF WAY DATE: �'� �� V= 40 MPH ROADWAY DESIG11t ��� �a� PROFILE (HORIZONTAL) MAY 10, 2013 CHASE CARVER, EI E1VGI11tEER � o,� 4����Q° PROJECT DESIGN ENGINEER 6 3 0 6 12 F U N C C LAS S= LETTIIVG DATE: L O CA L NCDOT CONTACT: PAUL SPROUSE, PE pE PROFILE (VERTICAL) DIVISION 14 BRIDGE PROJECT MANAGER SIGNATURE: Permit Drawing Sheet 2 of 5 J J ' GRID `>RS 2007 � � '-'. \ p� �f �s F� � � � �� � �n � � G � � EST. 7 TONS � � ��'y� , � CLASS II RIP RAP � \ (STRUCTURAL PAY ITEM) � � �O �, . ti��� �'o�'�.���: � � � — JIA. IZ � IU �� � � � -- / ' �r � y.�GIN CONSTRUCTION �_ �T� 1�-'-�il � � / �� � / � ; O / , �� ��Q � IMPERVIOUS DIKE CLASS II RIP (STRUCTURAs � .� W D �HED STABILIZED OUTLET � 2-8'x4' RCBC —L— STA. 12 + 31,14 3 i� �� `' �� ' \ � � % i J�V'�Y i�o _ �/� COLLATOAN BDEXTEND _ _ _ _ � 12" HDPE X 48"CHL 1�P RETAIN — , SR 1737 � � ��� �� � f ��% � �_` � � � �� � � LAVADA J. PARMER. ET AL � � ���ioQ °��` �� � � /� �� �� O�'�� � � � / �,,� ' � � �J � ' `v �� / �P / _ � � � g�K � �� � �,. � / �� �S IO� �� / 1^�� ' / � O ��- / � ��j � ,� i �� EST.19 TONS � � CLASS II RIP RAP O� �� / � � (STRUCTURAL PAY ITEM) '; z � � � , � , � � , �, ; l.y C5J ! - _ - _ _ C <t �ST. 8 TONS ��ASS II RIP RAP -IMPERVIOUS DIKE BY PASS PUMP DW MODULAR HOME � TONIA GAIL COOK EXISTING R,�� ����- EXISTING R/W END CONSTRUCTI����= _ � �T � � �a � , �, c� fi � —L— CURVE DATA �i � l�-��e ' .� � C� Y; :�'iC7 i�t �-�� �� � ° , . -� �=�3/'/3'�;0�'� ��r�� � �— �����,�� .�v�' ���;��; �= 8'40'52J'(L-� D= 4� 08' 24.4" D= 72' 38' 02.9" D= ll' 56' l�� �� L— 7 Jl' L= 62J0' L= 72.7�' �= 38.00' T= 32.76' T= 36. 3' � r�� ��° � _ ��.��� � _ ���,n��> � ,'�� DENOTES IMPACTS IN ; ;� � SURFACE WATER GRAPHIC sCAL� 30 0 15 30 60 ( IN F�D'P ) DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "020260-2" wITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 1032007.3203(ftl EASTING: 1381965.9082(ft) ELEVATION: 2312.00(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9999688551 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROl1ND DISTANCE FROM "020260-2" TO —L— STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 P e rm i t D raw i n g S h eet 3 of 5 _ _ ,.. :\ \ `, , . _ , . . . 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