The URL can be used to link to this page

Home My WebLink About20170432 Ver 1_Bridge 110131 Burke Plans_20170411c rn � r * E a � T L � m � rn c — q 0 � q c � 0 � C w N � f a / N � w -o _ � �� vai N Oa � ��M \ (h �N/ N�� •� � V W � O � � • � � V � � 0 V / GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) l0 5 0 t0 20 PROFILE (VERTICAL) �"I�a'I'I��: C�i�� \(�I'�'I'i-I ��.�I'�(�[.I\.�� ll)l ��l�l(�>\ (�)I�� f-I I� �I-1 \\�.�� "� B URl�� CO U1�1 T Y LOCATION: BRIDGE NO. 131 OVER SIMPSON CREEK ON SR 1258 (ROSE CREEK ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE WETLANDS AND SURFACE WATER IMPACTS PERMIT � � ��1 a�� p,0 DESIGN DATA ADT 2000 = 170 V = 15 MPH FUNCTIONAL CLASS= LOCAL , ,� 1,49 MILt�1240 —� / TO ATCNE� RO• FISN — �� W,.,. � / �� ti�� / _,� � TO Nc �Fs y�j. xi� �B/ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE L�MITS ESTABLISHED BY METHOD I�. PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 17BP.13.R.134 = 0.019 MILES LENGTH STRUCTURE TIP PROJECT VBP.13.R.134 = 0.005 MILES TOTAL LENGTH TIP PROJECT 17BP.13.R.134 = 0.024 MILES Prepo�ed in the Office of ,{�atlern & Croig fo� DIVISION 13 NORTN CAROLINA DEPARTMF.NT OF TR9NSPORT9T/ON 1012 STANDARD SPEClFICATIONS RIGHT-OF-WAY DATE: �AMES VOSO, PE PRoJfiCT F,NGINEER LETTING DATE: MICHAEL HOMEWOOD, PE FI3'DR9ULIGS F,NGINEGR NCDOT CONTACT: PAUL SPROUSE, PE PAOfECT F.NGINEER � '41'A'16 B�'A'IE PROJeC�' NBPBNBN4� ti0. �� BHBPoI'B �a�n 17BP.13.R.134 � 9�`A'IFi PNQIP.f�T N0. P.A.PRW.N0. �C`RIP�YON 17BP.73.R.134 PE, WW, UTIL ROADWAY DESIGN ENGINEER r.s. IGN.97UliE: HYDRAULICS ENGINEER PERMIT DRAWING SHEET 1 OF 3 PLA11lS PREPARED BY: �� Mattern & Craig CONSt1LTING ENGINEERS ^ SURVEYORS 12 BROnO STREET ASHEVII.�E, NORTH CAROUNA (828) 254-220� FAX (828) 254-4562 � � � a E a � T L � m N m — q 0 y c � 0 � c W N � f W a N U Q � _ � � (`� Q / N �O� �� LL�� NO� —NG\ EXCAVATION —�NC� — —� � �^ t_5' THICK � J FILTER FABRIC AND FLOODPLAIN BENCH 1.5' RIP RAP CLASS 0 ON CHANNEI BANKS INLET CHANNEL oN�v�rvP� LOOKING OOWNSTREAM (NOT TO SCALE) EXIST GRADE EXCAVATION PROPROADWAY-I- 14' 1.5' SILL SEIECT BACKFlLL INTERNAL CHANNEL �"Arive M,areRiA�> LOOKING DOWNSTftEAM (NOT TO SCALE) NG �NG _ � EXCAVATION � 2 �^ i 1.5' THICK FLOOOPLAIN BENCH � 5� PILTER PABRIC AND R�P RAP ClAS511 ON CHANNEL BANKS OUTLET CHANNEL oN�vtrva� LOOKING DOWNSTREAM (NOT TO SCAIE) . ��o, rC . ��/�a4 1.5' SILL 1,5' SILL 1.5' SILL UPSTREAM � � � �OWNSTREAM HEADWA10'�� 'O HEADWALL SILL DETAIL NOTE PLACESILLONEFOOTINSIDEOFWLETANDOUTLETOFTHECULVERTNfiTHANADDITIONALSILLHALFWAY ALONG THE LENGTH OF THE CULVERT. BACKFILL WITH NATIVE MATERIAL NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BEO AT THE PROJECT SI7E �URWG CULVERT CONSTRUCTION, NATNE IAATERIAL IS SUBJECT TO APPROVAL BY THE ENGWEER AND MAY BE Sl18JECT TO PERMIT W NDITIONS. BRID�E HYDRAULIC DAT A DESIGN DISCHARGE = 240 CFS DESIGN FREOUENCY = 2 YRS DESIGN M'Y ELEVATION = 10892 FT BASE DISCHARGE _ 1200 CFS BASE FREOUENCY = l00 YRS BASE hlyy ELEVATION = 1092A2 FT OVERTOPPING D�SCHARGE = 440 CFS OVERTOPPING FREQUENCY = 5 YRS OVERTOPPING ELEVATION = l09/.0 FT DATE OF SURVEY y�.S.ELEVATION AT DATE OF SURVEY = 9–/4–// _ 1086.7 FT SPECIAL LA7ERAL 'V' D�TC SEE DETAIL 'B' COX BURKE, LLC /�: / / PS � 0.1% / / EXCAVArION.CLA55 /l RlP RAP.& FILTER FABRIC lSrRUCTURES PAY IrE�J rYP. SPECIAL LATERAL 'V' DITCH SEE DETAIL "A' O � STEVE A,COx,TRUSTEE aasruee �� \ � Ex�4/ \ % , ��/ � o. / �� r� �'s COR BU�RKE.LIC —�— ..,- wuoos ..��..,.., .,.,._,.�.L,.��^�r� jl-�� Ex�st�NcO� o_ ,p� � o � � �� LORiBNSMiiH � gM�i wooe, / -EL- _5 i A. 5+2236 � . ��3 q' RT / / / / � 10+00 11 +00 12 +00 13+00 14+00 15+00 _ _ ; _0 _,_, 1,11 O � c� sTn iz�s� zi -�- �- � GP = 1091.49 � Q 25'-2" x 6'-2" AWM. BOX ��- ti CULVERT W/HEADWALLS . . .... . . . .. _. . WQ * � � SKEW 83' .�' QN �� N . .,,., ... . � � _, 1�� OO � h PROP 1100-YR W M � EXI=TING=RO=ND ` _ =N� WSEL = 1092.42 P� _ �2f6ZAO � � � — � \ 3 � rn � EL = 4(XXJ99' � �n ro L W�QPROP2-YR yC = IZO� � � m' �wse�=�oa9z K = 36 2�� -J29gq , V = 25�PH W � � � � — 1,090 � r+ si2oz— — �w��w�w�� ■■■■■■■■■■■■■■■■■ ■��u�u��u�u■ uuu�uu�u�u� ■��■ ■��■ ■��■ ■■■u�u■■■■��■�■■ 1:1 uuu�u�uu�u�� ■....■.■....■■.■.■■■ ■■■■■■■■■■■■■■■■■■■■■ � � 1 11 11 PROPOSED GRADE � NWS=1086.7� 9-142011 EXISTiNG BRIDGE AND ABUTMENTS 15' SILL INV PLATE � 1083.47 12+00 13+00 14+00 ��u�� u■■■■��■��■� ■�� ■.■....■■.■■.■ ■■■■■■■■■■■■■ �1 DETAIL A SPECIAL LATERAL 'V' DITCH �No��o 5cule) Na��ral � G.o��d 7�� p 1�� VARIABLE L SLOPE Min. D= 2 Ft. FROM -L- STA.12+70 LT TO STA.73+00 LT DETAIL 6 SPECIAL LATERAL 'V' DITCH iHo„o s�a�ei F.o�i � Drtcl. Na�.oi ry� slope Graund �:� p Min. D= 1.SF{, FROM -L- STA. 72 �I�00 LT TO STA. 72+-25 LT PROJECT REfERENCE SHEET NO. 178P.13.R.134 2 OF 3 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER Office of: li &tOW STREEt Mattern & Craiq "�"�"��E, "°R'" �"«'�, (938) 35s-2301 CONSULnNG ENW&ERS . SURVEVORS f0.Y (87B) 15<-<562 VERTICAL SCALE HORIZONTAL SCALE PERMIT DRAWING SHEET 2 OF 3 SIMPSON CREEK (DWQ CLASS: WS-III, tr) ' �"V-�r o • �� S� 10+00 11+00 ,--- - - - g �, o * Q � -DW1- ti 1,110 1,110 `� N 1 � I 1,100 1,090 1,080 1,070 �qN � }{.�}. N N ' lT 1,100N o� �, o �� 4 (+10A000% �W /-J 1, 090 �'� 3'8656i 1:1 1,070 10+00 11+00 �DENOTES IMPACTS IN SURPACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 1,110 1,100 1,090 1,080 1,070 � � � N a E a � T L � m N rn — q 0 � Q � � E � 0 � w N � f � � N U Q � _ � � (`� Q / N 00� �NM �O/ NO� —NG\ EXCAVATION —�NC� — —� � �^ .� t5' THICK � J FILTER FABRIC AND FLOODPLAIN BENCH 1.5' RIP RAP CLASS 0 ON CHANNEIBANKS INLET CHANNEL oN�v�rvP� LOOKING OOWNSTREAM (NOT TO SCALE) EXIST GRADE EXCAVATION PROPROADWAY-I- 14' 1.5' SILL SEIECT BACKFlLL INTERNAL CHANNEL �"Arive M,areRiA�> LOOKING DOWNSTftEAM (NOT TO SCALE) NG �NG _ � EXCAVATION � 2 ti� > 1.5' THICK FLOOOPLAIN BENCH � 5� PILTER PABRIC AND R�P RAP ClAS511 ON CHANNEL BANKS OUTLET CHANNEL oN�vtrva� LOOKING DOWNSTREAM (NOT TO SCAIE) . ��o, rC . ��/�a4 1.5' SILL 1,5' SILL 1.5' SILL UPSTREAM �OWNSTREAM HEADWALL HEADWALL 1.0' 1.0' SILL DETAIL NOTE PLACESILLONEFOOTINSIDEOFWLETANDOUTLETOFTHECULVERTNfiTHANADDITIONALSILLHALFWAY ALONG THE LENGTH OF THE CULVERT. BACKFILL WITH NATIVE MATERIAL NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BEO AT THE PROJECT SI7E �URWG CULVERT CONSTRUCTION, NATNE IAATERIAL IS SUBJECT TO APPROVAL BY THE ENGWEER AND MAY BE Sl18JECT TO PERMIT W NDITIONS. BRID�E HYDRAULIC DAT A DESIGN DISCHARGE = 240 CFS DESIGN FREOUENCY = 2 YRS DESIGN M'Y ELEVATION = 10892 FT BASE DISCHARGE _ 1200 CFS BASE FREOUENCY = l00 YRS BASE hlyy ELEVATION = 1092A2 FT OVERTOPPING D�SCHARGE = 440 CFS OVERTOPPING FREQUENCY = 5 YRS OVERTOPPING ELEVATION = l09/.0 FT DATE OF SURVEY = 9-14-1/ y�.S.ELEVATION = 1086J FT AT DATE OF SURVEY ��\ �\\\ SPEC/AL LATERAL 'V'D�TC SEE DETA/L 'B' { IURKE, LLC I �� /� /,� / �a: � � PS, DETAIL A SPECIAL LATERAL 'V' DITCH / �No��o 5cule) Na��ral � G.o��d 7�� p 1�� VARIABLE L SLOPE � Min. D= 2 Ft. FROM -L- STA.12+70 LT TO STA.73+00 LT EXCAVArION.CLA55 /l RlP RAP.& FILTER FABRIC lSrRUCTURES PAY ITE�UJ rYP. SPECIAL LATERAL 'V' DITCH SEE DETAIL "A' O � SYEyE A.COx,iRUSTEE � � � �' PoeJ � � aiN. / / N o`�/ , /� j: . `��,� / -� . _ � . /'s COR BU�RKE. LlC WOODS L _ L,.�,, ..- �, aiN n O � � ~ / O + ` .._�` O .�� y00D5 - -gi..-3 TA.,S+ 23 / ��-� i"ELEV=IO 2' � �� i � � y / �—�-� � V � f ✓ ^ /' i \1 � / / / � \ � �'�� J�� J DETAIL 6 � SPECIAL LATERAL 'V' DITCH iHo„o s�a�ei F.o�i � Drtcl. Na�.oi ry� slope Graund �:� p Min. D= 1.SF{, FROM -L- STA. 72 �I�00 LT TO STA. 72+-25 LT \ AARON � � LORi B. S i H 10+00 11 +00 12 +00 13+00 14+00 � � % /� � \� / /� i/ � � � �, � 15+00 _ _ ; _0 _,_, 1,11 O � c� sTn iz�s� zi -�- �- � GP = 1091.49 � Q 25'-2" x 6'-2" AWM. BOX ��- ti CULVERT W/HEADWALLS . . .... . . . .. _. . WQ * � � SKEW 83' .�' QN �� N . .,,., ... . � � _, 1�� OO � h PROP 1100-YR W M � EXI=TING=RO=ND ` _ =N� WSEL = 1092.42 P� _ �2f6ZAO � � � — � \ 3 � rn � EL = 4(XXJ99' � �n ro L W�QPROP2-YR C= IZO� Q�� m I �WSEL=10892 ��9� �-J29gqi V=25�PH WT�� _��—��_ , r+ s�2oz PROPOSEDGRADE NWS=1086.7� 9-142011 EXISTiNG BRIDGE AND ABUTMENTS .,,, _ O 15' SILL 1� Q p � INV PLATE � 1083 47 1,070 10+00 11 +00 12+00 13+00 14+00 15+00 10+00 11+00 ,--- --- - g �, o * Q � —DW1— � 1,110 1,110 `� N 1 � I 1,100 1,090 1,080 1,070 �qN � }{.�}. N N ' lT 1,100N o� �, o �� 4 (+10A000% �W /-J 1, 090 �'� 3'8656i �:� 1,070 10+00 11+00 PROJECT REfERENCE SHEET NO. 178P.13.R.134 2 OF 3 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER Office of: li &tOW STREEt Mattern & Craiq "�"�"��E, "°R'" �"«'�, (938) 35s-2301 CONSULnNG ENW&ERS • SURVEVORS f0.Y (87B) 151-a562 VERTICAL SCALE HORIZONTAL SCALE PERMIT DRAWING SHEET 3 OF 3 SIMPSON CREEK (DWQ CLASS: WS-III, tr) �DENOTES IMPACTS IN SURPACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 1,110 1,100 1,090 1,080 1,070 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln 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 12+30± to 12+80± Culvert 0.0096 0.0025 36 12 2 12+30± to 12+80± Riprap Banks 0.0118 50 TOTALS: 0.0214 0.0025 86 12 Revised 3/37/05 ��y,,�,��, North Carolina Department of Transportation Slc�rt �3sV'E�Tcgr . ,, . .. Highway Stormwater Program �' STORMWATER MANAGEMENT PLAN (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 176P.13.R.134 TIP No.: County(ies): Burke Page 1 of 2 General Project Information WBS Element: 17BP.13.R.134 TIP Number: Project T pe: Brid e Replacement Date: 12/11/2015 NCDOT Contact: Paul F. Fisher, P.E. Contractor / Designer: Desi ner (Scott Homewood) - Mattern & Crai Consultin En ineers Address: Hydraulics Unit Address: 12 Broad Street 1020 Birch Ridge Road Asheville, NC 28801 Ralei h, NC 27610 Phone: 919-707-6726 Phone: 828-254-2201 Email: rhene ar ncdot. ov Emaii: mshomewood matternandcrai .com Cit ITown: Mor anton Count ies : Burke River Basin(s): Catawba CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 125 linear feet Surrounding Land Use: Woods / Open Grass Land Proposed Pro'ect Existin Site Pro'ect Built-Upon Area (ac. 0.1 ac. 0.1 ac. Typical Cross Section Description: The approaches to the proposed culvert will be 20-foot pavement width providing two 10- The gravel approaches are approximately 18' wide provideing two 9' lanes both have foot lanes and six foot grassed shoulders on each side. three foot grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 340 Year: 2025 Existin : 170 Year: 2000 General Project Narrative: The purpose of this project is to replace Bridge No. 110131 on SR1258(Rose Creek Road) over Simpson Creek in Burke County. The Existing bridge is a sigle span 16'-6" (Description of Minimization of Water timber bridge. The replacement structure will be a single barrell 25'-2" x 6'-2" CABC buried 18 inches with sills. The roadway alignment and grade of the new structure will be Quality Impacts) approximately the same as the existing structure. Storm drainage will sheet flow off roadway and is collected into vegetated ditches and diffused over rip-rap at the proposed culvert inlet and outlet. Waterbod Information Surface Water Bod 1: Simpson Creek NCDWR Stream Index No.: 11-35-3-6-2 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III (WS-III Su lemental Classification: Trout Waters Tr Other Stream Classification: Im airments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? No (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) ][j�f �� North Carolina Department of Transportation �i0i"111GVi�i#'T � Highway Stormwater Program � STORMWATER MANAGEMENT PLAN - (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 17BP.13.R.1: TIP No.: County(ies): Burke Page 2 of 2 Bridge to Culvert Avoidance and Minimization Proposed tructure ummary Sheet No. 8� Station Sheet No.: 4 Station: 12+48.61 Number of Barrels: 1 Drainage Area (ac or sq mi): 2.5 sq. mi. Barrel Width/Diameter (ft): 25'-2" Surface Water Body: (1)Simpson Creek Barrel Height (ft): 6'-2' Culvert T e: Aluminum Box Culvert Length (ft) 36 Avoidance and Minimization Efforts: Culvert is designed to minimize stream impact by being the minimum length to provide an adequate roadway cross section and by placement at or (Bridge to Culvert) near natural streeam grade. Culvert will include sills and low flow channel to closely match existing stream bed. Stream Slope Fish and/or Aquatic Life Passa e Existing Average Stream Slope (%): 1.80 % Existing Low Flow Channel Dimensions The existing low flow channel is approiximately Proposed Culvert Slope (%): 2.00 % in the Stream: 12 feet wide Culvert Burial Proposed Culvert Burial Depth (ft): 1.5 feet Existing Streambed Material: Cobble and gravel with some coarse sand Proposed Low Flow Dimensions The low flow channel through the culvert will Through the Culvert: be 12 feet wide at the base and 14 feet wide at Proposed Sills/Baffles: Culvert will include 1.5 foot sills at each end and at the the top mid-point xisting ow ow e ocities in t e Stream (fUs): 4.9 �Q2� ropose ow ow e oa ies roug the Culvert (ft/s): 4.$ �Q2� Alternating Low Flow Sills/Baffles: The low flow sills will extend the width of the culvert Culvert/Stream Alignment Stream Patterns Upstream and The stream is of uniform slope and alignment immediately up and down stream of the culvert with existing natural bends upstream Downstream of the Culvert that Could Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert (riffles, Stream is generally shallow and free flowing through project area; no signifigant bed forms will be impacted pools, glides, etc.): Low Flow Floodplain Bench Required? Yes Low flow channel was provided to match existing stream channel (provide justification) Sharp Bends at Inlet/Outlet? No Culvert generally aligned with stream channel describe culvert ali nment with stream Stream Realignment Necessary? (provide No justification) Bank Stabilization: Streambanks to be stabilized with Class II rip rap for approximately 30 feet up and down sterem from culvert Outlet Velocities Natural Stream Channel 2-yr Velocity (ft/s): 4.9 Natural Stream Channel 10-yr Velocity (ft/s): 7.1 Proposed Culvert 2-yr Outlet Velocity (ft/s): 4.8 Proposed Culvert 10-yr Outlet Velocity (ft/s): 7.1 Roadway Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: The exisitng bridge is located in a curve in the roadway. The proposed culvert has been designed to generally maintain the roadway alignment with slight improvement to the cross-section.