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HomeMy WebLinkAbout20170564 Ver 1_B-5350 Alamance May 5 2017_20170508ROY COOPER GovEiuvox _ ' w SYArF u. a` . fi, hp'��,. ; �a� ye � �i�': :.� �'�_'_ �: l ',�'y C: .�1� w��m� ��': , `w,�,,,,..a" - STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION May 5, 2017 N.C. Department of Environmental Quality Winston-Salem Regional Ofiice 450 West Hanes Mill Road, Suite 300 Winston Salem, NC 27105 ATTN: Mr. David Wanucha NCDOT Division 7 Project Coordinator JAMES H. TROGDON, III SECRETARY SUBJECT: Application for Jordan Lake Watershed Riparian Buffer Authorization for the replacement of Bridge No. 44 over Jordan Creek on SR 1768 (Hughes Mill Road), Division 7, Alamance County, North Carolina. Federal Aid Project No. BRZ — 1768 (3), TIP Project No. B-5350. Debit $240.00 from WBS 46064.1.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 44 over Jordan Creek on SR 1768 (Hughes Mill Road) in Alamance County. The project will consist of replacing the existing one-span, 35.5-foot structure with a one-span, 67.25-foot bridge on the existing alignment. An off-site detour will be employed. There are no proposed impacts to jurisdictional streams or wetlands. Proposed buffer impacts along Jordan Creek (Site 1) include allowable Bridge impacts totaling 2,038 square feet in Zone 1 and allowable Road Crossing impacts totaling 402 square feet in Zone 1 and 1,232 square ft. in Zone 2. Please find enclosed the Pre-Construction Notification; Stormwater Management Plan; buffer drawings; and roadway plans for the subject project. A Programmatic Categorical Exclusion (PCE) was completed for this project in July 2016. The proposed let date for this project is February 20, 2018, with a let review date of January 2, 2018. However, the let date may advance as additional funds become available. A copy of this permit application will be posted on the NCDOT Website at https://connect.ncdot.�ov/resources/Environmental/Pa�;es/default.aspx, under Quick Links > MailingAddress: Telephone.• (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION FRX: (919� 212-5%HS lO2O BIRCH RIDGE DRNE NATU1twL E1vVi[tOi1MENT SECTION Customer Service: I-877-368-4968 RnLEIGH NC 27610 1598 MAn, SExv[cE CEiv1'Ex Website: www.ncdot.gov RntEtGx NC 27699-1598 Permit Applications. A copy of the PCE is also available at the above website address under Quick Links > Environmental Documents. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Jim Mason at either jsmason@ncdot.gov or (919) 707-6136. Sincerely, iT� Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head c.c: NCDOT Permit Application Standard Distribution List B-5350 Permit Application Page 2 of 2 o`'�� W A r�RQG � r � � a � � , , , � o -c Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑ Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑ 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes ❑ No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge No. 44 over Jordan Creek on SR 1768 (Hughes Mill Road) 2b. County: Alamance 2c. Nearest municipality / town: Anderson 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5350 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgenUConsultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 36.238925 Longitude: - 79.344416 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 1.15 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Jordan Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS-II HQW, NSW 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Hughes Mill Road is classified as a Local Route in the Statewide Functional Classification System and is not a National Highway System Route. Land use within the vicinity primarily consists of forested land, agriculture, and low-density residential. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 95 (Jordan Creek) 3d. Explain the purpose of the proposed project: To replace a structurally deficient bridge 3e. Describe the overall project in detail, including the type of equipment to be used: The project will consist of replacing the existing one-span, 35.5-foot structure with a one-span, 67.25-foot bridge on the existing alignment. An ofF-site detour will be employed. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo�r this property / � Yes � No ❑ Unknown project (including all prior phases) in the past. Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT Name (if known): Greg Price Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. No JD request submitted since Jordan Creek is only jurisdictional feature. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑ Streams - tributaries � Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem ora T Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes � Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0 ac. Perm. 0 ac. Temp. 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermitte (Corps - width Temporary (T) nt (INT)? 404, 10 (feet) DWQ — non-404, other) Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 0 ft. Perm. 0 ft Temp. 3i. Comments: 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number— waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T O ❑P❑T O ❑P❑T O ❑P❑T O ❑P❑T 4f. Total open water impacts 0 ac Permanent 0 ac Temporary 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Pond ID Proposed use or Flo number purpose of pond Flo�ode Filled Excavated od Filled Excavated Flooded ed P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico � Other: Jordan Lake Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Permanent (P) or Reason for Buffer mitigation Zone 1 impact Zone 2 impact Tem ora T im act Stream name re uired? s uare feet s uare feet Site 1� P❑ T Bridge Jordan Creek � Nos 2,038 0 Site 1� P❑ T C oss ng Jordan Creek � NoS 402 1,232 ❑ Yes Site ❑ P ❑ T ❑ No Site ❑ P ❑ T ❑ Yes ❑ No 6h. Total buffer impacts 2,440 1,232 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge is longer than the existing bridge; An off-site detour will be employed; No deck drains are required as part of this project; Storm water impacts to the stream have been minimized by utilizing grated inlet and pipe to collect bridge storm water and use rip rap outlet protection at 14+g3 RT to dissipate energy as the non-erosive velocites flow into the existing ditchline and through the riparian buffer; At NW quadrant, an existing roadside ditch has outlet at —16+50 LT and becomes diffuse flow in a wooded area for a distance of 75'+/- before entering the stream. This ditch will be retained and lined with toe protection using permanent soil reinforcement matting along the fill slope; At NE quadrant, an existing roadside ditch has outlet at —16+35 RT and becomes diffuse flow in a wooded area for a distance of 60'+/- before entering the stream. This ditch will be retained and lined with toe protection using permanent soil reinforcement matting along the fill slope; At SE quadrant, an existing roadside ditch has outlet at 16+90 LT and becomes diffuse flow in a wooded area for a distance of 100'+/- before entering the stream. This ditch will be retained and lined with toe protection using permanent soil reinforcement matting along the fill slope; Due to the nature of low impact bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Due to the projecYs location within the Jordan Lake Watershed, Design Standards in Sensitive Watersheds will be employed; NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the Protection of Surface Waters will be employed. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory ❑ Yes � No Mitigation for impacts to Waters of the U.S. or If no, ex lain: There are no wetland or surface water im acts; all Waters of the State? buffer im acts are Allowable. p 2b. If yes, mitigation is required by (check all that � DWQ ❑ Corps apply): ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is ❑ Yes attached. 4b. Stream mitigation requested: 0 linear feet 4c. If using stream mitigation, stream ❑ warm ❑ cool ❑cold temperature: 4d. Buffer mitigation requested (DWQ only): 0 sq. ft. Zone 1 and 0 sq. ft. Zone 2 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that ❑ Yes � No requires buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Reason for impact Total Multiplier Required mitigation Zone impact (square feet) (square feet Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. � Yes ❑ No Comments: Please see attached permit drawings 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Please see attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge-to-bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes � No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? � Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NC Natural Heritage Program data, USFWS website; No foraging habitat within 1.13 mi., therefore, no nesting habitat assessment required for bald eagle; the northern long-eared bat (NLEB) is covered by the Programmatic Biological Opinion for Divisions 1 through 8. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps r Philip S. Harris III, P.E., C.P.M. /�_�tc—� OS' O$'- 2at7 ApplicanUAgent's Printed Name ��v Date Applicant/AgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 �� North Carolina Department of Transportation � 1 Iit;}lti���};� � � 1 [a�'ii1�r�'�lu�tC'r , ,,.., Highway Stormwater Program � �y; STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 46064.1.1 TIP No.: B-5350 County(ies : Alamance Pa e 1 of 1 General Project Information WBS Element: 46064.1.1 TIP Number: B-5350 Project Type: Bridge Replacement Date: 11/8/2016 NCDOT Contact: Matthew Lauffer, PE Contractor I Designer: Trenton J. Cormier Address: NCDOT Hydraulics Unit Address: ICA Engineering, Inc. 1590 Mail Services Unit 5121 Kingdom Way, Suite 100 Raleigh, NC 27560 Raleigh, NC 27607 Phone: 919 707-6703 Phone: 919 900-1612 Email: mslauffer ncdot. ov Email: Trenton.Cormier hdrinc.com City/Town: Anderson, NC Count ies : Alamance River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 700 feet 0.133 miles Surrounding Land Use: Woods, Sparse Residential Proposed Project Existin Site Project Built-Upon Area ac.) 0.4 ac. 0.3 ac. Typical Cross Section Description: Hughes Mill Road (SR 1768): 2 paved lanes (total 20' wide), 4' shoulder on each side (7' Hughes Mill Road (SR 1768): open shoulder section, 2 paved lane (total 19' wide); 5' with guardrail). existing shoulder on each side Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 200 Year: 2035 Existin : 123 Year: 2018 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Alamance County Bridge #000044 on Hughes Mill Road (SR 1768) over Jordans Creek. (Description of Minimization of Water The existing structure is a one span bridge (1 @35'-6") and is Steel Plank Deck on I-Beams supported by timber piles and timber bulkhead. The proposed structure is a single Quality Impacts) span (1@65') 24" box beam with 4' deep caps. This structure has been designed to have as little environmental and surFace water impacts as possible. There are no permanent or temporary surface water impacts for this project. No deck drains are required as part of this project. Storm water impacts to the stream have been minimized by utilizing grated inlet and pipe to collect bridge storm water and use rip rap outlet protection at 14+83 RT to dissipate energy as the non-erosive velocites flow into the existing ditchline and through the riparian buffer. At NW quadrant, an existing roadside ditch has outlet at —16+50 LT and becomes diffuse flow in a wooded area for a distance of 75'+/- before entering the stream. This ditch will be retained and lined with toe protection using permanent soil reinforcement matting along the fill slope. At NE quadrant, an existing roadside ditch has outlet at —16+35 RT and becomes diffuse flow in a wooded area for a distance of 60'+/- before entering the stream. This ditch will be retained and lined with toe protection using permanent soil reinforcement matting along the fill slope. At SE quadrant, an existing roadside ditch has outlet at 16+90 LT and becomes diffuse flow in a wooded area for a distance of 100'+/- before entering the stream. This ditch will be retained and lined with toe protection using permanent soil reinforcement matting along the fill slope. Due to the nature of low impact bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required. Waterbod Information Surface Water Body 1): Jordans Creek NCDWR Stream Index No.: 16-14-6- 0.5 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl II WS-II None Supplemental Classification: High Quality Waters (HQW) (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Jordan Lake Project Includes Brid e Spannin Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Body? 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) 6 G ro � � See Sheet 1A For Index of Sheets See S/�eet 1 B Fo� Corn�entiona/ P/an S/aeet Symbols ����� �ll' ����� �������� �������� �� �������� ALAMAI�CE CO U1�lTY LOCATION: BRIDGE NO. 44 OVER JORDAIV CREEK ON SR 1768 (HUGHES MILL ROAD) TYPE OF WORK GRADI11lG, PAVI11lG, DRAl11lAGE, A111D STRUCTURE BUFFER IMPACTS PERMIT �eas ri'w�re nnas(n' v�r(� rro. ��a B-5350 srs� eaw.roo. TAPROJ.¢N� 46064.1.1 BRZ-1768(3'. VICINITY MAP • • • �� OFF—SITE DETOUR THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. PERMIT DRAWING SHEET 1 OF 6 � � PE LI I�T��IFLETE PLA�7� DO NOT U9E POR RAW ACQUISITION DOCUMENT NOT CONSIOERED FINAL UNLESS AL� SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR THE NCDOT BY: HYDRAULICS ENGINEER M F quay%Va��a,NC 2]5lb '�� 'tn . .. �919� 552 2I53 ADT 2018 = 123 M�9�9� 55z 2zs4 ,Fox, SO 2S O SO lOO MOTT �.,..moMma<coMmercas ' �aORT ADT 2�3$ = 212 MACDONALD LtcaxsE uo.F—oe69 Engineer�ng � p� ob � o LENGTH ROADWAY TIP PROJECT B-5350 = 0.120 MILES zotz sraxnAno srEcrF�cazroxs �p� 4'�gy PLANS K= 10 /o DAVID WALLER, PE � <Z D= 60 % LENGTH STRUCTURE TIP PROJECT B-5350 = 0.013 MILES rRo�scr cxcruscR �E� � � PEF E.NGINEER SfGNATURE: @ ♦ 50 25 0 50 100 T= 5 %* RIGHT OF WAY DATE: � a V— 55 MPH TOTAL LENGTH OF TIP PROJECT B-5350 = 0.133 MILES FEBRUARY 17, 2017 ROADWAY DESIGN ��, w JORDAN WOODARD, PE ENGINEER PROFILE (HORIZONTAL) * TTST —2% DUAL 3% rxo�eczDesic�v ENc�nEeR �'�e'y� �o�.°m< PEF ENG7NEER 10 5 0 10 20 FUNC CLASS = LETTING DATE: �� Y�AN� LOCAL FEBRUARY 20, 2018 GARY R. LOVERING, PE PROFILE (VERTICAL) SUBREGIONAL TIER rao�Ecr ENc,xEEn NCDOT ROADWAY DESIGN p�E� S7GNATURE: RONALD WALKER �U`TI C ft/ . . . � .:.... — � TO SR l761 � 5=1'168�HIJG�ES M��� R�� � . IWE PPCE RD) �g,85� .. ---. �N lo0 0 � �o Z� ..� ���' 50 100 ��c� "w� GRAPHIC SCALEo I"= 100' HORIZo �� � EXCAVATION I CL 8 RIP RAP EST. , T�NS EST. 5 SY GEOT XTILE TOE PROTECTION WPSRM — SEE DETAIL A DETAIL A DETAIL B DETAIL C TOE PROTECTION SPECIAL CUT DITCH TOE PROTECTION � No� to Scale� 1 No� �o Scale) ( No� �o Scole) 0. p,��� 0. ti� t��A s�ore Hm�,oi � n�� °� siape ti� tt¢R siore caouNo d F� Gro��d 7 � p 4\ �s� caourvo d • F� Ps� Min. D- 1 Ft. d_ � F �EorExn�E d= 7 Ft. -L- FROM STA.72+50 TO STA.74+00 RT. Type of Liner- PSRM Type of Liner- CL B Rip-Rap -L- FROM STA. 12+40 TO STA.14+40 LT. -L- FROM STA.14+20 TO STA. 14+80 RT. -L- FROM STA. 16 + 50 TO STA. 18 i� 00 LT. -L- FROM STA. 16+30 TO STA. 18+70 RT. 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FOR P W ACQitlSITION MOTf MACOONaLo I B E, LLC I LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED pare n t e e ot:' M M Po so. �oa MOTi Fuq�oy-Vorino, NC 2J516 MpCpoNn�D vviww.mo moc.roMamericos 1�� n,. Engineering PERMIT DRAWING SHEET 4 OF 6 f�GLI� LEGEND RIPARIAN BUFFER ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) ... ' 1 � 5� . . `� "� � �� / O � � _ � � � � � . �A �� � \ �A I� i — — _ ��� ��' � (-y �_ � \ \ \ \ \ V )�_>� � ,� I 1 \ \ � �� � I 1 '. \\ \� 1` \.\\ 1 � '� � ', ; D �; �� '\ � i � � � i , � � � � � �� �� � �� � �i ` � � i --- � � � � �� i ` � � � � 1 � � � '�� � 11 � � � � �,, � „ �` , � �. , �PDE ���� ;; I �� / \\\ / ti�L,�� � i JU� J�/�!�J'�' �- -- a I 1 , ,�:., ��� , `• ;�-�~.�� `--,, 1 I I I,I � i I _ _ _ --, , � i� � � 1� � � � ,i ��', ��� � ' �I — -- — - _ _ ,__ �_. - , � �� �_ � -� �'fB-��1 � _ , _ _-- _ _ � -- -��, � � ,_.(" t _ _ ; ; , _ \� `� \ \\\\ �; �,," � ----Q10 = �0.3 cfs ����� , , , _- p ' �,_ V1Q = 0.5 fps _ _ \ (NON-EROSIVE) , �, , � �� \ � � `� � � � , � � � � DITCH OUTFALL BEGINS � �', SHfET FLOW , � ` � �� Q10 - 5.3 cfs ��� `, `, `, � � V10 = 1.8 fps ' \, `\ �� `, �� � N ,,, (NON=ERQSIVE)�, � �,� ; ; �, � N � � ,�, EXCAVATION ,' ,i 30 0 15 30 GRAPHIC SCALEo I"= 30' HORIZD N� 83/ A 2011 \ \ � \ � \ \ � � . \ � � � � � \ ` . ` \ .� � � 1 �i � � � � A � � 1 \ . �' ,`., '. - . � 1 � � A V A � � A I m ,- _�'� � � SITE 1 �; ��"„ ,,� , �� ���� \ � � � � � � � � \ I � � � � � � � � � � � \ � ��� .. � 1 �\���I�I�I�� \\ I � � I � I 1 �� � �� . � � � � I I I� � 1 1 � � � . � � � I � ��` �\ I � 1 � � \ \ � \\ I \ \� � � � � \��� :.��1 �\� Il �\ � i \ � � a � ,� i , � �� , >,�� � � � ' � �� �, _ � ' � i i ��� i �� �i�i �� i � ii � � � �� �� � �� i ,, � i � �y � � �� I � � i',1i',� `\� i � � � , � N i `� � i i� i i I��` 1 � 1 i i \i ,� - , I � I 1 \ 1 I \ 1 1 N � i i � � � ; i i �i ,' ; , i� � � � � �� � � � ,rl i m m ' ��' ��� i i i i� i�/j i' i� � ���� m � " � � �� � 1 /� � � I I 1 I � � �(� 1 �� � N � � ' i�� ' i � � � � � � � � � � � , � ' ��� `� i �� � � �� �� i �� � �i �� �i , � � ���� P D E � � ,� ; � , ; ; � �, �,', �� � '� '� �� �� , ,, �� ; ' , , , ,,,��� ` ,_ �� � � � I i' ��� a '` ��., � �, ,` � � � � ` � _ _ _ _ — I.'I� 1 1 � —'�—: _ � � � `� '��__ � � � � � ,� . . . _ � , , - .V (�l I � _ - , _ _ - - _ - �- � , � - -- -- x ����,, r , _ _ — —_ , — _ _ — , , , �� �- i �� � , � — �, � , . , ,����� �� �� � � � �� � 'I�r e i�Y�'i � � � r----- __ — ` - - - �r�� -- - - -- _--- . -- � — L�,�.� ��-- � -���, �-� - ' �� __ _ _� �_�� r�'�a =; // \\\\ _ _ � �� ,�; � C � � �_� E- --- ---------� �=��==- � � -D�TCH OUTFALLS TO � ; , � ', � ���,�_ ,; ; �Z, �, � �� ��ROPOSED RIP � ��RAP PAD! `, `�', , �; � � TO � ��BEGIN S�HEET� FLOW �� �'� �� , _� �� --�-- �� Q10=���� 5.0 cfs � ��� :,, �, ����,-� �, �� �, � _ ', . V10 = 1.0 fps ,' ; ,' , ,,�� ' � ; " (NON—EROSIVE) � � � - -','� ,' ,'� �,,, � , c� ���„ � _, ___ � � ,,, __ , , ' �� ��' ENVIRONMENTALLY �iii �i i � i �` ,� . , � ����� SENSITIVE AREA _ ,�'_ ; -�v1A I � ' � ' ,, �� � � ���� ��'� `, � � � ��;� ��� �� � � �������� ���� ���� ���� � — BZ 1 — BZ 2— � �//// ����� PROJECT REFERENCE NO. SHEET NO. 6-5350 4A RNJ SHEET NO. ROADWAY DESIGN HYDR.4ULIC5 ENGINEER ENGINEER I�T%OIvIPLE E PLA�T�4 DO NOT USF. FOR P W ACQitlSITION Man MA�oo�A�o e E ��� , L CENSE NO. F 0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED pare n t e e ot: M M Po so. �oa MOTi Fuq�oy Vorno NC 2J516 pCpoNn�D c.roMamericos �C� Engineering PERMIT DRAWING SHEET 5 OF 6 f�GLI� LEGEND RIPARIAN BUFFER ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) SINGLE SPAN 24" CORED SLAB W/ 4.0' DEEP CAPS, 1 1 65' -L- 14+97 to 16+25 X 2038 2038 X 402 1232 1633 TOTAL: 2440 1232 3671 0 c � T � L O � m 0 L � � T �° 3� � v. o� ,r, o� ��r O� -7 � `� •� � V � � O V See Sheet 1A For Index of Sheets See Sheet 98 For Conventlonol Plon Sheet Symbols � � � ����� ��� ������ �������� ��������A.� �� �������� ALAMAI�CE CD U1�TY LOCAT70111: BRIDGE NO. 44 OVER JORDAN CREEK 0111 SR 1768 (HUGHES MILL ROAD) TYPE OF WORK GRADI11lG, PAVIIVG, DRAIIVAGE, A1VD STRUCTURE s� �J „ j� � � � / \,s � _�>s �- ---� � /— `� \ �� � r� �� � � � � � -� �`� � � '� \ BEGIN BRIDGE ��� -L- Stoe 15+28.88 � �, � � ���\ � L�� � � � , _ --- � ro �� cWii uE � TlP -L- POT Sta. 12+00.00 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. END BRIL�GE _�_ �+ , � HUGH _ NA -� NA 2011 -L- POC Sta. 19+00.00 �, �\ �� � "� � , r�� �� � �,, DOGUMENT NOT GONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED PL�1NS FREP�RED FOR THE NCDOr gY. HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH M P� a�x ��� Fu9uoY-Vonno,NC 2]526 �I?IKii�h�nmWaY, ADT 2018 = 123 M `��'������ ��"���� (919J552-2254 (Faxl ��elgti.�� 2]5�i� 50 25 0 PLANSSo loo ADT 2038 2�2 o LENGTH ROADWAY TIP PROJECT B-5350 = 0.120 MILES zo,MsraNnanfl srECFcarioNs9 DAVID WALLER,�PE ��o� �o�p�Q� = MACDONALD En meenn K = 10 /o - - ��' g° 0 D= 60 % LENGTH STRUCTURE TIP PROJECT B-5350 = 0.013 MILES rrso�Ecr ExcrxEEa Pi c� e 5� 25 Q 5Q �0� = PEF' ENGfNE6R 3�GNATURF.: uu� T 5 %* RIGHT OF WAY DATE: � � TOTAL LENGTH OF TIP PROJECT B-5350 = 0.133 MILES FEBRUARY 23, 2017 ROADWAY DESIGN � � V= 55 MPH JORDAN WOODARD, PE * p o PROJECT DES[GN ENGINEER ENGINEER PROFILE HORIZONTAL �� Q�% � ) TTST =2/o DUAL 3/o p oa�, PEF ENGINEER �0 5 0 �0 2o FUNC CLASS = LETTING DATE: oa �����a LOCAL FEBRUARY 20, 2018 GARY R. LOVERING, PE PROFILE (VERTICAL) SUBREGIONAL TIER rnojscT sNcixESR NCDOT ROADWAY DESIGN P.E. SIGNATURE: \ � � BOUNDARIES AND PROPERTY.• State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin �? Property Corner Property Monument � Parcel/$equence Number iz3 Existing Fence Line -x x x- Proposed Woven Wire Fence e Proposed Chain Link Fence B Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E^a Existing Endangered Plant Boundary EPs Existing Historic Property Boundary �'d Known Contamination Area: Soil � � Potential Contamination Area: Soil -�?f � Known Contamination Area: Water - � � Potential Contamination Area: Water - � � Contaminated Site: Known or Potential �'�.' �`�%, BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap v Sign �? Well ° Small Mine �` Foundation � Area Outline 0 Cemetery 0 Building � School � Church �i Dam HYDROLOGY.• $tream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream . J5 Buffer Zone 1 az i Buffer Zone 2 sz z Flow Arrow <--- - Disappearing $tream �-- -- $pring �-_�_-,� Wetland � Proposed Lateral, Tail, Head Ditch �� False Sump � ��� 111L'e `a,✓� ��A�l�� ����i//��1�'�9 �� �Y ����� �� �1'��yJy� V�V' d"1� � CONVENTIONAL PLAN SHEET SYMBOLS Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF W�1 Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite ILW Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage /Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement � csx raamsPoararioN MILEP S7 's5 � swircN � � � � � a; � �— F. E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail ' ' Proposed Guardrail � � � � Existing Cable Guiderail ° ° ° Proposed Cable Guiderail ° ° ° ° Equality Symbol � Pavement Removal [;�_�� i�EGET�ITION.• Single Tree �.'? Single Shrub �'� Hedge �"�"�, v'�"_ Woods Line -��,-`,,'-;"'1"_``�. Orchard Vineyard EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole $torm $ewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer WG Power Cable Hand Hole H-Frame Pole WG Power Line LOS B(S.U.E.*) WG Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) U/G Telephone Cable LOS C(S.U.E.*) U/G Telephone Cable LOS D(S.U.E.*) U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) �ri i�J f� �;3 ���ayard coNc — � cctic ww � coNc riw ?-------< � CB OO �—• � WATER: Water Manhole Water Meter Water Valve Water Hydrant WG Water Line LOS B(S.U.E*) I.VG Water Line LOS C(S.U.E*) WG Water Line LOS D(S.U.E*) Above Gro�nd Water Line N: TV Pedestal N Tower U/G N Cable Hand Hole U/G N Cable LOS B(S.U.E.*) U/G N Cable LOS C(S.U.E.*) U/G N Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS: Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C($.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic $ignal Box — Utility Unknown U/G Line LOS B(S.U.E.*) U�G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A/G Tank; Water, Gas, Oil Geoenvironmental Boring U�G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records End of Information G 0 � � • C � 0 � � ��� , � � m AATUR E.O.I. � �� B-5350 S UR VEY C01�TROL SHEET � s�� �J�,�� � � .�f � �.is\�,. � L L L L L L -L- PR �TGTION 16�89.88 15^16.95 17�5�.dB 14��0.�� 17-50.BID 14���.�8 MINRRY O�F�,FT 45.0� 45.�� -45e ��D 45.�0 3�e�� 2�e37 R/W M�NIJMFNT 9ID614�e27811 ?ii�i8477.9745� 9�5967e7�1��1 1898467ef�5876 9�62�8e51599 1898394.Cnp984 q�5851.52934 1898376.26335 9�62�6e6F81B 18984�8e8955E 9�5H52e2�E45 1898391e87954 NOTES 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP.//WWW.DOH.DOT.STATE.NC. US/PRECONSTRUCT/KIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FOUND ARE AS FOLLOWS: b5350 ls_control.txt SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED,PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. � INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. DATUM DESCRIPTION THE LOCALIZED COORD WATE SYSTEM DEVELOP�D F25i TFI[S PROJECT ]S BASED ON THE STATE ?LANE COORDINATES ESTAdL[SHED BY NCDOT FOR MONUMENT "B5350-1° W1TH NAD 83/NA 2011 STATE PLANE GR]D COORDINATES OF NORTHING: 907107.1100(ftl EASTING: 1899252.8670(ftl EIEVAT[ON: 668.30�(ft) THE AVERAGE COMBINGD GR1D FACTOR USED ON TH]S PROJECT (GROUND TO GRID1 IS: 0.9999947294 THE N.C. LAMBERT GRID BEARING AND LOCAL]ZED HOR[ZONTAL GROUND �]STANCE FROM 85350-1" TO -I_- STAT�ON 12+00.00 1S S 29°13'42" W 1,664.45' ALL L1N�AR DIMENSIONS ARE LOCALIZED HOR]ZDNTAL D1SfANC�S VERT_CAL D�TUM USE� IS NAVD 8& � � �, z � �> �� �- ��- vo �� � ASELWE "�.� BL-5" i1i.0118 �,1 �12°0017 � � � �- ��� � rNC6 2 ���Th �� BASELINE DATA e� POINT C�ESC. NOFTH EA'=.T ELEVATION BL STATION OFF�:�7 ............ ................ ................ ................ ................ ................ ................ 3 BL-3 905295.3185 1898462.3,98 632.�2 5-BB.OB �.BB R BL-4 906851.9856 18984iB.42Bm 611.85 12-57.83 O.�B . BL-S 906511.8118 1898512.�817 634.72 17-27.96 O.BID 6 BL-6 9FJ6931.4291 1898846.6412 ['S4.73 22•65.38 O.BB 1 B535�-1 9p71B7.11�� 1899252.8670 668.30 27-07.89 �,�� 2 B535B-2 9a71�3.1498 19B@171.293ID 578.64 36-2E.32 �.�8 BENCHMARK DATA BM1 ELEVATION � 618.53 N y05974 E 1898512 BL STATION 11�74.80 97 RIG�iT RR SPIKE IN �RSE OF 15" PINE ...............................>_.,._,,. BMZ ELEVATION - 64m.25 N 9�6489 E 1898620 BL STqTION 17�78.0� 98 RIGH� RR SPIKE IN ROOT OF 18'� REO OAI< NOTE: DRAWING NOT TO SCALE S'-0" 4'-0" 10'-0" �—� 10'-0" 4'-0" � �,_�„ - � �,_�„ W/GR I W/GR W POINT C1 C1 Z� 0.08 0.02 FTifT 0.02 FTiFT p 08 ' a:� � � _====—i=====_,;. � E� �� � ��� E� �J ,� �/ 6.5" 6.5"� � GRADE TO THIS LINE TYPICAL SECTION NO. 1 TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 1 —L— STA 12 + 00.00 TO 12 + 50.00 USE TYPICAL SECTION NO. 1: —L— STA 12 + 50.00 TO 14 + 50.00 —L— STA 17 + 50.00 TO 18 + 50.00 TRANSITION FROM TYPICAL SECTION NO. 1 TO EXISTING: —L— STA 18 + 50.00 TO 19 + 00.00 NOTE: MILLING REQUIRED AT TIE—INS $,_o„ 4,_0„ �o,_o„ � —�— io,_o„ 4,_0„ �,_o„ �,_o„ W/GR W/GR �� � POINT N.c. � � �� 0_OS _ 0.02 FTiFT 0.02 FTiFT� 0.08 A:l� � ; �\ � T ��� El T \ �6.5" GRADE TO THIS LINE TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2: —L— STA 14+50.00 TO 15+28.88 (BEGIN BRIDGE) —L— STA 15+96.13 (END BRIDGE) TO 17+50.00 27'-10" CLEAR ROADWAY ��_n„ �C —L— iro_n„ �, i�„ / POINT 0.02 FTifT VERTICAL CONCRETE 0.02 FTiFT BARRIER RAIL (TYP.) 00 00 OC! 00 00 �)O �JO OO 00 00� � 30'-0" � 10 CORED SLAB UNITS TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3: —L— STA 15+28.88 (BEGIN BRIDGE) TO 15+96.13 (END BRIDGE) NOTE: SEE STRUCTURE PLANS FOR PAVEMENT DEPTHS ON STRUCTURE 2%z" SF9.5A AS DIRECTED BEGIN OR END CONSTRUCTION REFER TO WEDGING '�_t�_= DETAIL � ------ - �__�__,__ � -- ----_�,_ __ MILLING DETAIL DETAIL SHOWING PROFILE VIEW ci Ri � _ \ R/F ,s � 6" � y� � J % � ( � ZJ � 6.5"�� 3" MIN ! GRADE TO THIS LINE DETAIL SHOWING SHOULDER BERM GUTTER LOCATIONS —L— STA. 14 + 88.00 TO —L— STA. 15 + 18. PROJECT REFERENCE NO. SHEET NO. B-5350 2A-1 RhV SHEET NO. ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER MOTT i COONAID 18 E, LLC I L CFNSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED pored in fhe e of: M MPo ao, �oo Moii Fuquay-Vorino,NC 3J5]6 Moroa�o�o �wma,,,no��oMame„�o, Detail Showing Method of Wedging PAVEMENT SCHEDULE PROP. APPROX. 2�/p" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C1 AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A, C2 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1 r' DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1" IN DEPTH OR GREATER THAN 1�/2" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, ErZ AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 3�� IN DEPTH OR GREATER THAN 5�/2" IN DEPTH. R1 SHOULDER BERM GUTTER T EARTH MATERIAL. �J EXISTING PAVEMENT. W WEDGING (SEE DETAIL SHOWING METHOD OF WEDGING). NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. � a E � e � � m 0 d m a om o° o� �� COMPUTED BY:JAW DATE:9r8i16 PROIECT REFERENCE NO. SHEET NO. CHECKED BY: _ DATE: �1°�° ,�i '�� ��`q ���°�°� ((�������� L�-�JJ'SO 3B-I SUMMARY OF EARTHWORK �������� �� �������� IN NBIC YARDS STATION STATION UNCL. EMBANK. BORROW WASTE EXCAV. +% 121� 50.00 15 i� 28.88 18 367 349 15i 96.73 191 00.00 2 769 767 SHO ULDER BERM G UTTER S UMMAR Y EXISTING ASPHALT PROIECTTOTALS: 20 1136 ,,,b PAVEMENT REMOVAL SUMMARY SURVEY STATION STATION IENGTH SURVEY STATION STATION LOCATION YD LINE LINE LVRVCL 5% TO REPL4CE BORROW 56 -L- 14-88 75�18 30 -L- 14+50.00 75+46.38 CL 214.57 -L- 15+81.28 17+50.00 CL 353.15 GRAND TOTALS: �0 1172 SAY: 30 7290 NOTE: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Fine Grading, Clearing and Grubbing and Removal of Existing Asphalt Pavement will be paid for at the contract Lump Sum price for "Grading". TOTAL 30 TOTAL 567.66 NOTE: Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are based in part on subsurface data SAY: 30 SAY: 630 provided by the Geotechnical Engineering Unit. NOTE: Invert Elevafions are for Bid Purposes only and shall not be used for projed consfruction 5takeo�f. LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" F�' UNDER) See "Standard Specifications For Roads and Structures, Section 300-5". ENDWALL$ � "� 6 V m H�h mQ a � o ABBREVIATIONS r Z j � Q X o � � Z DRAINAGE PIPE C.S. PIPE STD. 838.01, Z� V "� > e ,� w o Q RCP, CSP, CAAP, HDPE, or PVC (UNLE55 NOTED OTHRWISE CLA55 III R.C. PIPE Q� F J `�' � m �n m C.B. CATCH BASIN STATION V W ( � � (UNLE55 OTHERWISE NOTED) STD. 838.11 �, Q� c � w � OR O"' fRAME, GRATES m m 'm o � � p w m a O U STD.838.80 � Q� AND HOOD m w w �� � 0 r D.ID.I ROPOINLEDROP INLET � (UNLE55 .� a STANDARD 840.03 p p p p p N O O NOTED d � � � ,� � qc � � � � � G.D.I. GRATED DROP INLET � '^ Z < OTHERWISE) � p " w � � O °a ij t7 p x 2 p � G.D.I. (N.S.� GRATED DROP INLET ZO > > � � T: Q � o s = F Z (NARROW SlOT) O W W V ^ N �' W m m F 3 _ 3 = N P' w LL F � � t. u, o p p o i i 3 _ ly 3 � a 1.B. IUNCTION BOX SIZE ¢ `" � w a 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 68" 12" 15" 18" 24" 30" 36" 42" 48" w CU.YDS. A B � � N N 4 V j � O d a a � p � '^ 0 3 3 � � � 3 � m � M.H. MANHOLE O O d a d a � � � Z F > � �a a m � F LL � p g m j T.B.D.I. TRAFFIC BEARING DROP INLET THICKNESS � � � o o m � °J F W W y � � Z Z Z " r � � F T.B.1.B. TRAFFIC BEARING JUNCTION BO% OR GAUGE � � o � d d m � � � � " . . . . . = = � Z ij t ] p TYPE OF GRATE m m � O 0 O � z V w 2 Q � �-n' _ O � � 0 0 O p O F O � O _ p O l� l� t7 l) l7 l7 l7 l� V V U � .- tJ E F G REMARKS 14+93 RT 401 674.4 1 1 7 401 402 611.6 610.8 12 "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH - DISTANCE FROM EDGE OF TRAVEL IANE TO SIiOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FIARE FROM BEGINNING OF TAPER TO END oF ��ARo�,��. GUARDRAIL SUMMARY G= GATING IMPAGT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 IENGTH WARRANT POINT "'N"' FL4RE LENGTH W ANCHORS IMPACT REMOVE SURVEY p15T TOTAL ATTENUATOR SINGLE REMOVE .4ND LINE BEG. STA. END STA. LOCATION FROM SHOUL - TYPE 350 FACED EXISTING STOCKPILE REhVaRKS SHOP DOUBLE APPROACH TRAILING WIDTH .4PPROACH TRP,ILING APPROACH TRP.ILING XI GR.4U STRAIGHT E.O.L XI M-350 TYPE III CAT-1 �� gIC q7_� GUARDRAIL GUARDRAIL CURVED FACED END END END END END END MOD 350 MOD GUARDRAIL EA G NG -L- 14+48.75 15+30.00 LT 81.25 15+30.00 3'-77" 7' S0' 1' 1 1 -L- 14+48.75 15+30.00 RT 81.25 15+30.00 3'-17" 7' S0' 1' 1 1 -L- 15;�95.00 16��-7615 LT 81.25 15+95.00 3'-il" 7' S0' 1' 1 1 I -L- 15+95.00 16+76.25 RT 8115 15+95.00 3'-11" 7' S0' �' 1 1 TOTALS 325.00 4 4 DEDUCTION FOR ANCNOR UNITS GRAU-350 4 @ 50' _ -2�0.00 I TYPE III 4 @ 18.75' _ -75.00 I GRAND TOTALS 50 4 4 SAY 50 5 EACH ADDITIONAL GUARDRAIL POSTS I G' p -BL- 3 REGi!✓ NRID�t !_ND BRIOGE -L- Sto. 15+2E3.BQ -L- Sta, 15+96.13 i -L- PT Sto. l5+16.95 GRAU 350 i GRAU 350 -L- PC Sta. 16+8 TL-3 p� i� coHc. TL-3 TYP III _ RAIL _/NPE III PS �� � N 3`3 '09. "E 0 = , o. �v �.-L-o I� \ o 'o PS / 1vPe w coNc_ irPF m� PS 5:1 � GRAU 350 / �i � �`�� � GRAU 350 TL-3 � � TL-3 G'EG�'V /Il'PR��lCH SLAB �END "��l'ROACH SLA� -L- S(Oe 15+i�00 -�- �tae IF+O%.�C� PS = PAVED SHOULDER SKETCH SHOWING BRIDGF�PAVEMENT RELATIONSHIP (NTS) PROJECT REFERENCE NO. SHEET NO. DETAIL A DETAIL B DETAIL C e-ssso a TOE PROTECTION SPECIAL CUT DITCH TOE PROTECTION i Nm m s�oie� l�m m s�aiel � F o � Nm m s�oiel RhV SHEET NO. \ n� ROADWAY DESIGN HYDRAULICS �RqL� �,�hA� s���rE � � a �� Hq ��� �A s�orE ENGINEER ENGINEER \ 1'� �•- o NoNml p' Slope \ 1'' � caouHo d�P � Gro��d 1:� p /\ot�e caouNo d�G o.Exri�E Min. D- 1 Ft. d= 1 F�. d= 1 F. I -L- FROM STA. 12+50 TO STA. 14+00 RT. Type of liner= PSRM Type of Liner= CL B Ri�Rap -L- FROM STA.12+40 TO STA.14+40 LT. -L- FROM STA. 14+20 TO STA. 14+80 RT. -L- FROM STA. 16+50 TO STA. 18+00 LT. -L- FROM STA. 16+30 TO STA. 18+70 RT. '-- - � NAD 83/�`1A 2�11 0 0 + � , �s ! MOTT i COONAID 18 E, LLC L CFNSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepored in fhe orr��e or: M MPo ao, �oo Moii Fuquay-Vorino,NC 3J5]6 MnCrooNnLo www.ma��mvc.m omeri�vs 1�� ` Engineering � BRIDGE APPROACH SLAB '' � � �'�� �'v� o RONALD WALKER DB 2921 PG 13 "- J x -', S / �. � s , � �s WGo�: O -� � \� .�, . � E%CAVATION �"� ' .' �. � LIMIT �� � � . - �\ '� - RONALD WALKER `�� E%CAVATION LIMIT DB 2921 PG 13 ���`"^�r;,,�,�,,..h.'s \ � ~�_' _ -CLASS IIRIP RAP �STRUCTURE PAY ITEM) / , —�15 � UP TO ELEV.611.0 �--� �4 (TYP.� CL 8 RIP RAP +16.95 EST. 1 TONS � '" as" �r � s� esr. s sr ceorexrae END GRADE � -L- PC Sta. 13+40.81 �� '� -. �`'- _B _ q -L- PC Sto. 16+89.88 -L- POC Sia. I8+50.00 1 CL B RIP RAP C - POND EST. 5 TS�YNGEOTEXTILE �g\ 3-� �. 1 � �TOE PROTECTION END T�P PROJECT B J�SO ���-�. 1 � �: � +8988 WiPSRM +25 00_ �, N� 45' LT SEE DETAIL A i 45• cT � � +3L 88 Ex�sT ww %2' —L— POC Sta. 19+00,00 � '� oy � ,0.44 � � exisr ww .�z\ `� a� yC�z2F � � TYP. , '0. 10+00.00 � �� _� � ' �� v��rsRnenolecrioN � PDE �o.a � F PpE ;, „ F �PDE �- I 5�� (CHORD) � . SEEDETAILA ..,. �_+- � ... '"--���-� TAFF � � — � �` R _a.-�--�- _ k aai _ m - N 3` 37' 09.21' - - - - -_ - _ F � _,..._•-- -� y� y���'''�-( o 0 0 0 0 ' - - o , e , � .-L- o 0 0 � . � j � � � , � �� �\ex�s - B L - 5 M o 0 E 1�N� a�w � _ _r- , � e� , _ > ` � � _ _ - - ��-- Ul o � ,r�- � � 0 S4 - ... - ____.. , d _ \ -__ . x _ . �C--.� W �CH ERD (C R � C. F., , ' - , _. .. � DE F 75z7aa . �t — - E� �� —PDE - -- --- ;�-� --- �__ .,, — W ,-,- F _ _,.' %— � 1695 'V __ _ - ' '_" __' N 28°50' i C� _ � i � _ '-' _ _... . w E�� - o _- - _ ri� ' �I� 25.00 BEGIN - � .� . ' __ _ _ 2�2 �I i _ -_- ._,�,. _- -_' ! Nm � � ' _ N �� � sa� ao2 a5 RT �� Aw � r � � � +ea 7�Y " �� ���' � � ex rs er � ' �''� o � 2S `" �m � � , 3 0 , m 89.88 — i c T P,�' SEE DETAIL B 45' RT .I� 80:00 m i � �' . ,. �, 45' RT � 0.'�. �� E _ �� o O('• � _ � _ � i 15„ � � 06'25 . _ _ i EXIST RNJ N 06 . r,E� SPEGIAL CUT DITGH � ' ��I � � "' i � EIP � d'1•,F EI� isnN� n7w � 45' RT r n ' � / E�'� /Nc R� TOE PROTECTION' 2'� '--" W/CL B RIP RAP EXIST RhV I� m I N i� I :: .,: t IP 1' o R w SEE DETAIL C W EST. 20 TONS CL B RIP RAP I i � j \ i .,,: i I^ 06 09�5' E EST.40 SY GEOTEXTILE EST.7 SY�GEOTEXTILE �� � �^ `"� � e� �I ' � � , � �� � � �� . ` < � � I � �� --- -- - - - :""."f'-. TOE PROTECTION � � "'`' BE6/N GRADE '� c� g RiP anP wmsRnn � -L- PT Sto. 20+63.59 m -L- PT St 'l5+16.95 esr. � roNs SEE DETAIL A � -L- POT Sto. 12+50.00 �� i . E5T.5 SY GEOTEXTILE i �M; �� _ _ ____ ___ i ""'_"" """_ � ""' """""'_"_' BEGIN TlP PROJECT B-5350 ,-'� ---------------� `'- � O O —L— POT Sta. 12+00.00 ' r_, JOHN & ELIZABETH HEISE .A� DB 897 PG 720 GERALDWE MANGUM HORTON = PB a6 PG 73 DB 526 PG 469 . - '�� � ENVIRONMENrA��Y SENSIriVE AREA s -L - PI Sto 14+29.08 PI Sto 18+78.96 �- 9` 3/' l6.1" (RTJ p= 2l' 29' 19.5" (RTl D= 5° 24' 18.9" D= 5` 45' 00.0" L = 176.15' L = 373.72' T = 88.28' T = 189.08' R = 1,060.00' R = 996.45' SE = SEE PLANS SE = SEE PLANS SEE SHEET 5 FOR -L- PROFILE I __ � _ _ _ _ __ _ _ _ 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 i 5 10 'i -Il 20 25 30 35 40 45 i i _ �� _ � � � ��_ � _ � iiI �;. � : ; � _ _ . - - - J " __ _ - i�l -: = Ji i , _ -L _ I I i' '� _ � � . i I-- � - - � - - � - _ ___ � _ � I �� � � �� �� � � �� �� � �� � � � � � �� �� � � �� � - �� �, �; � � ��� � � � � �� �� ;� �� � � � � � � _._ _. _ _. _. �.... .- -- ---- -- - -- - - -- - - - - - - - ---- -- - -. 635 i _:_ .. - : . _ _ _._ - - --- - - - - - - - - - - - ---- - - - - - - - _ - - - ---,_ - � �' � � 1� � � � � � ��' � � ���� � �� � �� � � �� � � � � 630 - - - - , ; � -- 625 620 - 6/5 6/0 635 63� 625 620 6/5 640 635 630 625 620 �,, _ „�� ': .. --_ __ � — ,�-- - 6/5 --------------' 6/� _ � I-- -' I I � �_� �-- 75 70 65 60 55 50 45 ----+-�-- -- — , , J_ _ _ , ; 621 J9 - -_ _ - , - _ ----- _ - ' , ______ , __ _ _ � � � �_ ' - - , � , , � 12 -i-��.�0 � �„ , ,, _ , - - -- Nc � 50 55 60 65 70 75 I �� I -. � _ 635 630 625 I 620 6l5 6/0 I 635 630 625 620 6l5 640 I 635 630 625 I 620 6l5 ition, Shoulder � tsorrow, rine (�rading, l..learing and Grubbing, t5reaking ot txisiing Pavement, and � __ _, �_ r: BEGIN TIP B-5350 -L— STA 12 + 00.00 , � Re"" , - _: -L— 40 35 30 25 20 15 10 5 0 5 10 75 20 25 30 35 40 45 50 55 60 :e for "Grading." 6/0 65 70 75 .. ..... ....... ...... ....... ..._...... ........ . . ..�. ........ ..... .. .. . ... . . ... ........ . �.�.. ....... .... .. .... ..... .... ...... . . �.. ...... .... . . .... ... .....� .... . .. .. O 2.S S I PROI.REFERENCE NO. I $HEET NO. I -_ , - - �77Tri B-5350 X-2 -_ _ � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 . 5 10 -' 1 20 25 30 35 40 45 50 55 60 65 70 75 ,� _ � � � ��_ � _ � iiI �;. � : ; � � _ , _._ . I _ _._...,, __,., — - - .,, � -- , _ i,. I _. _. i � i i _�_ � � i , i � �_i - , , _ _._ _ _ _ _ �_ r, ! _ ___ _ - - _ _ _ _ _ , _ � � � � � � _� _-._ � _ � -- 625 � � �. � � � � � I, 625 �� � � �� �� � �� � � � � � �� �� � � �� � � � � � _- - � - �_�-_ � � � - - - - - �� �, �; � � ��� � � � � �� �� ;� �� � � � � �_ _ � � � � � � � _ _ : _._ . -- _._ _. _ _. _. �.... .- -- ---- -- - -- - - -- - - - - - - ---- -- _ - _ - , _:_ .. - : . _ _ _._ - - --- - - - - , - ---- - , � 620 __._._. _...__ _ ._ , - - - - - 620 _ ----- - - - - - - - — - I -- - -------T -- i i _------- � � � ;: _ __ _ _ ' _ _ � � ; _ �-_ 0.040 �----- - . � - '- 0.040 � - - -- ;:� ,, 6/5 _ _ � ; / / / � ' 6/5 �� � � � , I -;- --- � ' 3'� — 1------__ ---- _�— -- - �:I � - -- - - - - J, _ _ , � �- -- - - --- - - , - � � �- ,_-- -, � � _._ _. _. _ _ _. , ,, � ' ' _ _ _ ... --- -: � �' , ��y � , _ � --, � _ ___ =----- � 6/0 IJ ---' _ _�----- --- ` � _ ' I - 613.95 I � , � � ; �r__ _�_..� � _ 6/0 T� �' � __ _: _... _ _I__ . ___ ._ , _ . ___ . � �� _ _ � �� � � � � � _ - _ , _ __ � -- �, �, � -- ' '�- - _ '� 14 + 50.00 � , , _, h . _ ; ; �i �i , � _ _ - -- __ -- _ : ; ; ' , _ - -- _ _ _. -- - - -- 630 _ � ; ; � ; , - - ---- _. __ - -- - - - -- - - - - - - --_ _ - - -_ 630 � � � � I I I I- I ... . ....... . . . ....... ... -I .. � � � ........ 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