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HomeMy WebLinkAbout20170115 Ver 1_401 Application_20170125Carpenter,Kristi From: Rivenbark, Chris Sent: Wednesday, January 25, 2017 7:53 AM To: Thomas Steffens (thomas.a.steffens@usace.army.mil); Ridings, Rob Cc: AI-Ghandour, Majed N; Chapman, Amy; Coggins, Tony C; gary jordan@fws.gov; Joyner, Drew; Koch, Thomas K; Carpenter,Kristi; Mellor, Colin; NCDOT Service Account - Roadway Design; Rouse, John W; Staley, Mark K; Wilson, Travis W.; Twisdale, John W; Wilkins, Ronald B; Feulner, Brett M; Griffin, Randy W; Paugh, Leilani Y; Ayscue, Phillip W; Harmon, Beth; Cashin, Gordon E; Yamamoto, Brian F Subject: Permit Application for U-3330, Nash County Follow Up Flag: Follow up Flag Status: Flagged The permit application for U-3330 has been prepared. The electronic copy can be viewed/downloaded at https://connect.ncdot.gov/resources/Environmental/ This email serves as our permit application submittal to the U.S. Army Corps of Engineers and the N.C. Division of Water Resources. Chris Rivenbark Project Development & Environmental Analysis Natural Environment Section North Carolina Department of Transportation 919-707-6152 office crivenbark(a�ncdot.qov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 ., r . �.. ..s •�. ��r � !:�iail correspondence to and from i:his ser dfsr ;s subject to the 'd t'. Public Records La�^:� and ma�; be disclosed to third parti� -:> .� ,�s;�=;y:it�rf''' 'r:Y� .� � 4��'a •'4. � '�� � � � F a`� 4 . �f''"�.� . �� _��i. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR JAMES H. TROGDON, III SECRETARY January 24, 2017 US Army Corps of Engineers Regulatory Field Office 2407 West 5�' Street Washington, NC 27889 Attention: Tom Steffens NCDOT Coordinatar Subject: Application for Section 404 Nationwide 14, Section 401 Water Quality Certification, and Tar-Pamlico Riparian Buffer Authorization for the construction of US 301 Bypass Improvements between NC 43/48 (Benvenue Road) to SR 1836 (May Drive) in Nash County. TIP No. U-3330. Debit $570 from WBS 36596.1.2. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to widen the US 301 Bypass in Rocky Mount from Benvenue Road to May Drive in Nash County, NC. The purpose of this letter is to request approval for a Section 404 Nationwide Permit No. 14, Section 401 Water Quality Certiiication, and Riparian Buffer Authorization. In addition to this cover letter, this application package includes the following for U-3330: stormwater management plan, permit drawings, utility drawings, roadway plans, DMS acceptance letter and 4B/4C merger meeting minutes. The Final Environmental Assessment (EA) and the Finding of No Signiiicant Impact (FONSI) were approved in April 30, 2009 and January 8, 2013 respectively. A Right-of-Way Consultation was completed in October, 2014. A request for a Jurisdictional Determination for the wetland delineation was submitted to the U.S. Army Corps of Engineers (USACE) on November 6, 2014, although no verification has been received. Updated information about the wetlands and streams can be found in the Jurisdictional Determination request (2014) which includes iigures showing the jurisdictional features within the project area. Copies of the EA and FONSI are available at the following website under the Environmental Documents link: https://connect.ncdot. gov/resources/Environmental Construction of U-3330 is scheduled to begin after project letting on May 16, 2017. Madling Address: NC DEPARTMENT OF TRANSPORTATION NATURAL ENVIRONMENT SECTION 1598 MAIL SERVICE CENTER RALEIGH, NC 27699-1598 Telephone.• (919) 707-6000 Fax: (919) 212-5785 CustamerService.• 1-877-368-4968 Website: www.ncdot.gov Location: 1020 BIRCH RIDGE DffiVE RALEIGH, NC 27699 Impacts to Jurisdictional Resources Impacts to jurisdictional wetlands and surface waters for U-3330 are summarized below in Tables 1 and 2 respectively. Proposed perrnanent impacts to jurisdictional areas total 0.26 acre of permanent wetland impacts and 250 linear feet of permanent stream impacts. There will also be impacts to Tar-Pamlico River Riparian Buffers totaling 21,289 sq. ft. in Zone 1 and 10,764 sq. ft. in Zone 2(including temporary impacts for construction access). Please note that wetland Site 5(0.04 acre) along the Y-line was inadvertently omitted from the JD request, although the consultant's records show the area as wetland. We have included these impacts in the attached pernut drawings. Table 1. U-3330 Wetland Im Permit ,� Request Drawing Site Label (2014) Number Type 5 Not included Ri ari� 6 WX Ri ari� 7 WGA Ri ari� T Permanent Impacts (ac.) 0.04 <0.02 0.01 Temporary Mitigation Impacts (ac.) Required es � m m Table 2. U-3330 Surface Water Im acts Permit ,� Request Label Permanent Temporary Permanent Temporary Mitigation Drawing Site (2014) (1� (lt) (ac.) (ac.) Required Number 1 Stonv Creek & TA 119* 324 0.01 0.24 No s Note-*Site 1 includes ll 9 lf of bank stabilization. Site 7 includes 88 lf of bank stabilization. Regulatory Approvals iv o No No Section 404: Application is hereby made for a USACE Nationwide 14 Permit as required for the above-described activities. Section 401: We are requesting a Section 401 Water Quality Certiiication from NCDWR. We are providing this application to NCDWR for their approval. Authorization to debit the $570 Permit Application Fee from WBS Element 36596.1.2 is hereby given. Tar-Pamlico River Riparian Buffer Authorization: We are requesting a Tar-Pamlico Riparian Buffer Authorization from the NCDWR. A copy of this permit application and its distribution list will be posted on the NCDOT Website at https://connect.ncdot.�ov/resources/Environmental under Quick Links > Permit Applications. Thanl� you far yaur assis#snc� with this pro,ject. If you kaave any questians or need addiEior�al informatis�n, please contact Gc�rdan Cashin ai or (91�} 7�7-61�17. Sincerel}r, � �"1 Ph.ilip S. Harris III, P.E., CPM, Manager 'N� Natu� �nvirvnment Section ce. NCDf7T Pernzit Applicat�nn �tandard tJis�buticsn List ���� w a ��,��� ; � � � � ti � � � � � r� � 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: 14 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: US 301 Bypass Improvements 2b. County: Nash 2c. Nearest municipality / town: Rocky Mount 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state U-3330 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) 707-6107 3g. Fax no.: (919) 212-5785 3h. Email address: gcashin@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. Agent/Consultant 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: 35.961741 Longitude: - 77.820641 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 195 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Goose Branch, Stony Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C, NSW 2c. River basin: Tar Pamlico 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: The study area includes the existing roadway for US 301 and surrounding urban development. 3b. List the total estimated acreage of all existing wetlands on the property: 1.48 acres (from Table 2 of the 11/6/2014 JD Request) 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 981 feet (from Table 1 of the 11/6/2014 JD Request) 3d. Explain the purpose of the proposed project: To improve traffic conditions on US 301 Byapss. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves improving the existing roadway of US 301 Bypass. 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: JD requested on 11/6/2014 4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Carolina Ecosystems Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 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 1a. 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 orar T Site 2� P� T Fill Non-Tidal Freshwater ❑ Yes � Corps Perm. <0.01 Marsh � No � DWQ Temp.0.03 Mechanized Non-Tidal Freshwater ❑ Yes � Corps Site 2� P❑ T land clearing Marsh � No � pWQ Perm. 0.04 Non-Tidal Freshwater ❑ Yes � Corps Site 3� P❑ T Fill Marsh � No � pWQ Perm. 0.07 Mechanized Non-Tidal Freshwater ❑ Yes � Corps Site 3� P❑ T land clearing Marsh � No � pWQ Perm. 0.08 Non-Tidal Freshwater ❑ Yes � Corps Site 4� P❑ T Fill � No � pWQ Perm. 0.02 Marsh Mechanized Non-Tidal Freshwater ❑ Yes � Corps Site 4� P❑ T land clearing Marsh � No � pWQ Perm. 0.02 Non-Tidal Freshwater ❑ Yes � Corps Site 5� P❑ T Fill � No � pWQ Perm. 0.02 Marsh Mechanized Non-Tidal Freshwater ❑ Yes � Corps Site 5� P❑ T land clearing Marsh � No � pWQ Perm. 0.02 Non-Tidal Freshwater ❑ Yes � Corps Site 6� P❑ T 48" Pipe � No � pWQ Perm. <0.01 Marsh Mechanized Non-Tidal Freshwater ❑ Yes � Corps Site 6� P❑ T land clearing Marsh � No � pWQ Perm. <0.01 Culvert, Bank ❑ Yes � Corps Site 7� P❑ T stabilization Bottomland Hardwood � No � pWQ Perm. 0.01 0.27 Permanent 2g. Total wetland impacts 0.03 ac Temporary 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) Fill, work Site 1❑ P� T bridges, bank Stoney Creek & TA � PER � Corps 50 119 perm. stabilization ❑ INT � DWQ 324 temp. Site 4� P❑ T Roadway Fill Lowe's tributary � PER � Corps 2 gg perm. ❑ INT � DWQ Site 7� P� T Culvert, bank Goose Branch � PER � Corps 15 131 per. stabilization ❑ INT � DWQ 147 temp. 3h. Total stream and tributary impacts 250 Perm 570 Temp. 3i. Comments: Included above: 119 feet of bank stabilization at Site 1, 88 feet of bank stabilization at Site 7 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 Roadway fill, Temp work bridges, Bank 0.01 perm. 01 � P� T Stoney Creek stabilization stream 0.24 temp. 01 ❑ P� T Lowe's tributary Roadway fill stream 0.00 perm. 0.01 temp. 07 � P� T Goose Branch Culvert stream 0.02 perm. 0.05 temp. 4f. Total open water impacts 0.03 Perm. 0.30 Temp. 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 Pond ID Proposed use or (acres) number purpose of pond Flo Flooded Filled Excavated ode Filled Excavated Flooded d 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 impacts require miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse � Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 � P❑ T Roadway Construction Stoney Creek � Nos 10,422 4,880 B7 � P❑ T Roadway Construction Goose Branch � No 8,501 3,732 U1* ❑ P� T Utilities Stoney Creek � Nos 1,682 261 U2* ❑ P� T Utilities Goose Branch � Nos 684 1,891 6h. Total buffer impacts 21,289 10,764 6i. Comments: *See Utility Buffer Impact Summary sheet for details. B1 impacts above include 1,416 sq.ft. of temporary impacts in Zone 1 and 949 sq.ft. of temporary impacts in Zone 2 needed for temporary access. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Wetland impacts were reduced through design modifications.Fill slopes in wetlands will be 3:1. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Design Standards in Sensitive Watersheds will be implemented during project construction. The riparian buffers with temporary impacts will be revegetated per the 4C meeting. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? If no, ex lain: 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps ❑ 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 attached. � Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 0.15 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: 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 requires ❑ Yes � No 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. Zone Reason for impact Total impact Multiplier Required mitigation (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: See attached buffer 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: 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)? 1 c. 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 26 .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 improvement and existing urban development, 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 jCarps Requirementj 5a. Will this project occur in or near an area with federally protected species or � Yes �!Vo habiiat7 5b. Ha�e you checked with the USFWS conceming Endangered Species Act � Yes � No impacts? ❑ Raleigh 5c. if yes, indicate the USFWS Field �ffice you have cantacted. ❑ Ashevipe 5d. What data sour�es did you use to determirae whether your site would impact Endangered Species or Designated Critical Habitat7 USFWS website, field surveys. All species have biological conclus#ions af No Effect. 6. �ssential Fish Habitat (Corps Requirement] 6a. Will this project accur in or near an area designated as essentia! fisfi� habitat? ❑ Yes � Na 6h. 1J1Ihat data saurces did you use to determine whe#her your site wauld impact Essen6al Fish Hahitat? NMFS Cvunty lndex 7. Historic or Prehistoric Cuftural Resaurc+es (Corps Requirement} 7a. Will this praject occur in ar near an area that the state, federal or tribal govemments ha�e designated as having historic or cuitural preservation � Yes � No status {e.g., National Historic Trust designatian or properties significant in Narth Caralina his#ory and archaeologyl? 7b. What data sourc�es did yau use to determine whether your site would impad historic ar archeological resources? NEPA Documentation 8. Fload Z�ne Designation (Corps Requirement) 8a. Will #his project occur in a FEMA-designated 100-year floadplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCq�7 Hydraulics Unit coQrdina�on with FEMA 8c_ What source�s) did you use ta make the flaodpfain deterrnination? FEN1A Maps �� Philip S, Hau-ris IIT, P.E. � 1'��f =��1 % Applic�ntlAgen#'s Printed Name Date ApplicantlAgent`s Signature (Agent's signature is vafid only if an autharixation letter from the applicant is rrnrided. �1 EF1 V i l`CA # i! 1! �l i f�! i� Q[t�Q�i�/ RO'�' CC3�di'Eit G�rSiRPFtir�r January b, 20�7 Mr. Philip S. Harris, III, P.�., CPM Prnje�t be�velapment and Enviranm�ntal,4na�ysis L]r�it Narth Caralias.a Departti�eni c�f Trar�sp�rta�i�n i54� Nfail �ervice Center t�aleigl�, Narth �ar�lina �7�i'99-1598 I7e�r Mr, I-�arris; �ul�ject. Miti�ation Aeceptance L�tt�r: L1�333(!, U� 3t11 Susii�ess from PdC �131 �8 {F�env�nue FLoad} lcs SR. 2$36 �I'++�ay l�rie�e�, �Tash �Ccrunry The purpose oftt�is Yetter is tQ nc�tify ycru that th� Divisian of iVlitigatiot� Serviees (DM5) will provi�le the comp�ensatpry r�aetland mitig�tion far the su6ject project. Base� Qn the �nfaz�mativn s�t�pl��d i�y you �n Jan�r�ry f�, 2(31 T, the impacxs �re lac�te� iu GU l73[�'�fl 10 Z vf" the T�.t'-PamIi�cp Ri Ver �aasin in the Nurthern lnner Coastal Plain (�+iICP) EcQ-Reg;ion, and are as follows: TaI'-I�'�IIlI1CU Skream Wetlands Buffer f Sq- Ft.) U342014l1 Ni�n- Caast�l �y�Cp Cold ��ol 'Warm Riparian ?.�n� � la��e? F<i arian M�r:,h Impact� (f�ev'acr�sj Cl 0 C� 4. E 5 0 Q 0 fj *4om� n# t�te sfreana anc�lar w�tland ir��+a�ts may be grr�g+�sed tsa l�e t�utigat�ec� at a 1: I n�itigati�n ratics. 5ee �Sermit ap�aFic�rion far details. This mitig�t�,�n acc�gtance let�er re,pflaces ti�e mitigatinn accepta.nce letter issued on S�ptember 22, ZUY6, I)M5 �o�nmits to implementin�; sulf'icies�t cntnpensaiory w�re�Iand mikig�tion credrts ta offsei th� ianpa�:ts �ssociateti wit�i this �rc�jlect �s �etermined hy the re,gulatory a�eneies in a�cordance wit}� tl�e In-�,i�t� Fee ltastrur�ienl dated .Tuly ?8, ��] l L7. 1f th� ab�ue refer�r��ed itnpact �nc�u��s �re re�is�d, th�n this �nitig�tit�n ,��ceptan�.e l�tter will ❑o l�r�,�er be vali� and a n�w mit��atic�n acce�tan�e letter wil] l�e requir�d from I7MS. If you ha�e any questi�ns or �e�d additivnal informatiQn, pleaee cant�ct 8ekh �-larman �t'�I�-'1fl7-84��+. Sinc�r�ly, ]ara s . Stanfill �r�dit Ivlanage���nt Su��rvisor �c; Mr_ Toar� Steff�ns, USAGE —'�'ashin�ton 1���.�lat�+ry Fi�ld +C�ffice I'v�s. Amy Chapman, I'�ICDWR �i��: U-3330 kevised �"!Nat�ain� Corr�paresn�� State of �Jorth Caefl[in� I Envirnninenlral �luali,iy T171NcstJoi�esSrreet I 1h01 MailServfee Center I Raleig{�, N�+rth Carofina �7t94-3'�[il yi9 7[77 N(�QiS Subject: Team Members: Draft Meeting Minutes from 4B Preliminary Drainage Design Review May 8, 2014 for U-3330 in Nash County Tom Steffens-USACE (present) Gary Jordan-USFWS (present) Travis Wilson-NCWRC (present-via phone) Ron Lucas -FHWA (present) Cynthia Van Der Wilde-EPA (present) Rob Ridings -NCDWR (present) Participants: Bill Zerman, NCDOT Hydraulics Vincent Rivers, NCDOT Hydraulics Dan Duffield, Mulkey E& C Christopher Dustin, Mulkey E& C Tim Coggins, NCDOT Structures Design Andy Young, NCDOT Roadway Design Jillian Hinson, NCDOT Roadway Design Mark Staley, NCDOT REU Ted Devens — NCDOT PDEA Wendi Johnson — Division 4 Emily Murray-NCDOT Structures Design Chris Rivenbark-NES Introductions were initiated by Bill Zerman. Introductions were made by all in attendance. Dan Duffield proceeded with the review. General • The JD expired in 2011 • The division has concerns with preformed scour holes and would prefer rock splash pads if they serve the same purpose and diffuse the flow as a preformed scour hole. • Make sure flow is dissipated before entering the buffer zones when using rock splash pads. • Need to use bank stabilization where ditches are entering the streams. • When using ditches for grass swale criteria, ditches must have 3:1 side slopes. Plan Sheet 4 The stream located at station 27+00 —L- Rt (downstream portion) and at station 29+50 — L- Lt (upstream portion) was not called as JD but will be reviewed for consideration during the re-verification process. Plan Sheet 6— The bridge crossin� • Concerns over removing the concrete slope protection and leaving the ground bare and unstable. The division would prefer it be covered with something like Class II riprap because of the height of Stoney Creek. • When impacting the JS stream in-between the road and BoJangles make sure you account for impacts associated with construction installation. Plan Sheet 7— 42" Pipe outfall and lar�e wetlands Make sure that impacts are accounted for when going outside control of access with regards to easements. Change the PSH to rock slash pad due to the inaccessible location of outlet of pipe. This is for shoulder berm gutter outlet, behind the guardrail. Plan Sheet 10 — Box Culvert and cross pipe on Y line • Make sure ditches have stream bank stabilization when entering streams. • Change the PSH to a rock splash pad as the contours don't look flat in this area. Check to make sure the velocities are diffused before entering the buffers. Questions? • Ted Devens would like preliminary impact numbers to compare with the FONSI Some folks could not access the redline drainage; it could be that the name of the file had a"%" in the file name. The file has been renamed so it can be accessed. Meeting Adjourned. Subject: Team Members: Meeting Minutes from 4C Permit Drawings Review November 9, 2016 for U-3330 in Nash County Tom Steffens-USACE Gary Jordan-USFWS Travis Wilson-NCWRC Ron Lucas -FHWA Cynthia Van Der Wilde-EPA Rob Ridings -NCDWR (absent) (absent) (absent) (absent) (absent) (present) Participants: Stephen Morgan, NCDOT Hydraulics Vincent Rivers, NCDOT Hydraulics David Bocker, CALYX E& C J.R. Hopson, CALYX E& C David Stutts, NCDOT Structure Design Tatia White, NCDOT Roadway Design Piotr Stojda, NCDOT Roadway Design Mark Staley, NCDOT REU Gordan Cashin — NCDOT PDEA-NEU Chad Coggins — NCDOT Division 4 Larry James — NCDOT Utilities Introductions were initiated by Stephen Morgan. Introductions were made by all in attendance. David Bocker proceeded with the review. General • The JD expired in 20ll; however an updated wetlands file was received from NCDOT on 7/19/2016. • At the 4B meeting, the division had concerns with preformed scour holes and preferred rock splash pads as long as they serve the same purpose and diffuse the flow as a preformed scour hole. Every effort was also made to ensure flow was dissipated before entering the buffer zones when using rock splash pads. • Bank stabilization has been incorporated into the design where ditches are entering the streams. • Ditches throughout the project have 3:1 side slopes or flatter. Title Sheet • Update the letting date to match Roadway plans. Site 1- Plan Sheet 6— Wetlands • The Division requested that hand clearing be replaced with mechanized clearing (10' ) or to the temporary construction easement. Site 2- Plan Sheet 7— 42" Pine outfall and lar�e wetlands (70+00 RT) • The Division requested that hand clearing be replaced with mechanized clearing (10' ) or to the temporary construction easement. • CALYX explained that although an updated wetlands file was received in July 2016, the study limits did not extend to the wetland impacts shown along —Y2RPC-. Currently, there are no wetlands currently shown in this area on the plans. It was decided that CALYX would edit the wetlands file to show the "older" more accurate wetlands in the area to ensure that the wetlands are flagged during construction and impacts are accurately accounted. This updated file would be sent to NCDOT to officially update the fs file accordingly for distribution to the project team. • It was noted that a pocket of wetlands is shown within a channel in Quadrant C (75+50 RT); a proposed 48" RCP is impacting this area. These impacts need to be added to the permit drawings and summary tables accordingly. Site 3- Plan Sheet 7— Wetlands (73+00 LT) The Division requested that hand clearing be replaced with mechanized clearing (10' ) or to the temporary construction easement. It was noted that a JS is located just outside of the existing R/W between 70+00 and 73+25 LT; current plans to do not show impacts to this JS, however construction easement is shown going across the JS. It was requested that Erosion Control Devices do not cross this JS. Site 4- Plan Sheet 10 — Goose Branch - Box Culvert and cross nipe on Y line Consider adding riprap at the outlet of the 72" RCP-IV under —Y9- since it is outside of the Jurisdiction Stream. Also, consider adding bank stabilization in this area. The Division requested that hand clearing be replaced with mechanized clearing (10' ) or to the temporary construction easement. Correct level symbology for 66" RCP overflow pipe at outlet. Site 5- Plan Sheet 6— Stony Creek - Brid�e Crossing • CALYX explained that the permanent bridge spans the creek. Since the 4B meeting, due to constructability, phased construction of the bridge is no longer possible, therefore a detour with temporary bridge located to the south of US 301 will be utilized. NCDOT Structures provided Temporary Causeway/Wark Bridge drawings which were used to show the temporary impacts accordingly. • Add buffer impacts to the northwest quadrant of the bridge crossing. • Turn off Bridge approach slab hatching. • Add Detail of Temporary Causeway / Work Bridge. It was suggested to simply add the sheets (provided by Structures which shows these actual locations) to the permit drawing set. • Include/show temporary impacts for entire JS that is between —L- and Bojangles. • CALYX to relook at the need for concrete slope protection between the proposed retaining wall and bridge at —L- 59+50 LT. Discussion between CALYX and Division 4 Construction staff are pending. • Temporary impacts should be increased at the bridge to ensure the contractor has sufficient room for construction. Add 5'-10' temporary impacts around existing bents to be removed. Show temporary buffer impacts on the south side of the bridge in the area of the temporary bridge. The Division requested that stream bank stabilization be added on the south side of the bridge from drip line to drip line. Impact Summarv Tables Revise Title block to show correct Project info (TIP & County) Add "Temp." Roadway/Fill notation for areas that are impacted due to the Detour. Eliminate note showing "0.05 acres of Temporary......" since all hand clearing impacts are to be removed from the project. Misc. Information • An attempt will be made to clean-up the permit drawings (levels, etc.) in order to make them a bit more legible, especially Plan Sheet 6 which shows the —L- alignment as well as the various —DET- alignments. • Remove 1 ft grids from all Cross Section Sheets for legibility. • Sites will be renumbered according to the stationing along the —L- alignment for consistency. • NCDOT Hydraulics to check with NCDOT Utilities regarding any additional areas that may be impacted. • Add Avoidance & Minimization language to the Starmwater Management Plan such as: locations where Curb & Gutter sections were eliminated and use of temporary work bridges. Meeting Adjourned. �li�;h��v��y North Carolina Department of Transportation �!�`���, �tc�riYlv��dt'nr l� I ,,,, ,,.,,., Highway Stormwater Program �;���� STORMWATER MANAGEMENT PLAN — = (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 36596.3.FR1 TIP No.: U-3330 Count (ies): Nash Pa e 1 of 2 General Project Information WBS Element: 36596.3.FR1 TIP Number: U-3330 Project Type: Roadwa Widenin Date: 12/1/2016 NCDOT Contact: Vincent Rivers Contractor / Desi ner: CALYX En ineers and Consultants / David P. Bocker, PE Address: 1020 Birch Ridge Drive Address: 7500 East Independence Blvd. Raleigh, NC 27610-150 Suite 100 Charlotte, NC 28227 Phone: 919-707-6748 Phone: 704-566-4342 Email: vnrivers�a ncdot. ov Email: dbocker@CALYXen ineers.com Cit /Town: Rock Mount Count ies : Nash River Basin(s): Tar-Pamlico CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Length (lin. miles or feet): 2.044 Miles Surrounding Land Use: Commercail / Business Pro osed Pro"ect Existin Site Pro'ect Built-U on Area (ac.) 29.8 ac. 27.2 ac. Typical Cross Section Description: 6-lane Divided Highway with Grass median and Intersection Improvements throughout Existing 4-lane Divided Highway with Grass median (2 @ 12' lanes in each direction) the project corridor (3 Qa 12' lanes in each direction) Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 47100 Year: 2036 Existin : 38580 Year: 2016 General Project Narrative: The project consists of roadway widening along US 301, bridge replacement of Bridge #630173 &#630175 over Stony Creek and culvert extension at Goose Branch in Nash (Description of Minimization of Water County. The proposed stormwater runoff from the proposed bridge is conveyed to storm draiange systems that outlet outside of the buffers and then outlet to riprap splash Quality Impacts) pads. The Division has requested the use of riprap splash pads instead of PSH to provide diffused flow and treatment of stormwater. It should also be noted that there are no deck drains and thus no direct discharge into the creek. Curb & Gutter was also removed in various sections to utilize grassed ditches and swales for stormwater treatment. Additionally, temporary work bridges are being used to construct the proposed bridge which avoided bents within the stream. Waterbod Information Surface Water Bod (1): Ston Creek NCDWR Stream Index No.: 28-68 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: A uatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A 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) WB5 Element: 36�'Jfi 3 F�C1 TIP No.: U-333� 5urface ��zer �€�dy (2�: NC�'Uhl'Fi 5urface L^Jater Classif���toar� f�r U'Jater Body C�th�r 5tream Classifcati€a�; I€n airments. A ustic T�E i �cies? P�RT� SFrea�n IChm Pr�j�ct Inclu�J�s gridge S��nniny Water �ac�y?' Ch�ck C?r�ins f�ischarg� Qver UVater B�rd�r? r.lf �4���. pru�-ride yustifi�:�tian in tl7e t�en�ral Prolpct Additi�r��� II�laterla Goas� Brar�ch FrBmary Cia�sificatian: 5upnien�ental �lass�fieation: Pdash iy InFarm�tian f�Cd'V,hPR 5tre�n� Iridex Noo; Lla,:s a, 2�-717 Z �( � Cornn�ents. Buffer Rules in Effeet: I ar-Pamlir� P°d❑ C��ek Cirains �ischar e i�ver Buf�er? f�J;.� �i�si ator fa�ls Provided in 6�ff�r? P�I,�A. p.�,+�y flf 4�e� �rroN�id� j�istification in tl7e �arieral Fra�act f•Jarrata�ta;F i;lf yes desr_rit,e in tl7e �eilar�l Prt�}ect I'Jarr�tiu� if nb jus�ify in the ���r�,r�i ��?n�ral Pro}�ect �darraii�a�p • � � V � � O V � See Sheet 1-A l-�or Index of Sheets S ORTCHES � "-� -- �a. _ e��e �3' oSPB P � �� � a h � PR JEC sa 3r° 64 �°�� /� 30� 64 R�6�Ra. f� i�.de> ski�,z , yROCKY MOUNT l6J ,_„o,. � , ��. VICINITY MAP BEGIN TIP PROJECT U-3330 -L- Sta. 23+25.00 NOTES: 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. 2. THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. 3. THIS PROJECT IS WI7HIN THE MUNICIPAL BOUNDARY OF ROCKY MOUNT. �����'� �'�� �� ����� ��������� ���11dJ'11�1/1�1 �ll 111L�`LJ�1Lll�d1111 1J' 36596.2.U7 1�ASH C� U1�TY LOCATI0111: ROCKY MOUIVT - US 301 BYPASS FROM SR 1836 (MAY DRIVE) TO 11tC 43-48 (BE111VE11lUE ROAD) IIVTERCHAIVGE TYPE OF WORK GRADING, DRAIIVAGE, PAVI11tG, STRUCTURES, A1VD CULVERT WETLAND AND SURFACE WATER IMPACTS PERMIT N � --� � ``� �_I BEGW BRIDGE SITE �i �y -L- STA. 60+OQ50 — — o ^ -DET1- � -YS- STONEY CREEK � i- O p S V � ARRYTOWN � N � ��j � � m CENTER � -ro '° d,a"' � I — �� ' �J� D ',N \ D 2"h � '] '� t -Y13DET-- ��` � ,� ���li�' \ \C ?GI � o � \ / , � � I1 �� _� 5 +n � _�.�s�s `��" � � �� � � \ +_ '_ti: ; '����� � � �� � "� V A SITE 5 SITE 6 * � ���� j -oerz- SITE 3 � � i , .�Q°�;� SITE 2 / SITE 1 END BRIDGE -Y1- STA_ 19+13.16 LT END BRIDGE -V1- STA. 19+25.00 RT * TRAFFIC SIGNAL �— -Y4- LAWRENCE CIR. -Y78- CREEKBLV�. SITE 7 �� � _yg_ � INDEPENDENCE DR_ END T1P PROJECT U-3330 -L- POT Sta. 131+15.00 DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS FOR -Y1LPC- � PERMIT DRAWING SHEET 1 OF 28 UTIL. DOCUMENT NOT CONSIDERED FINAL UNLE5S ALL SIGNATURES GOMPLETED pET/11L ¢1 sre�u arr oRtn �Nnm fmYj FoiX � �M G�wd 4� g� � "" o AAin. P�1 R. � STA I9+00 TO STA 90+30 LT DET/UL rl sr�cu� cvr ortcH �ns�o amy r.�m o� i � �� � a'°""° o �w. o-� n. YIRP� SfA 1�+50 LT TO � STA 79+00 LT -Y1RP� STA 15+00 TO STA 1S+fl0 R� DEfAIL 5-8 seetuu� eur e�se orrdi {r�xro amy+ wwd �>e+ � y u p�'�' '�w I„� µ�. o=i R. B�Y k. �- STA. �7+00 TO SfA.50+50 Rf DETAIL Frl sr�cv,� cvr oRCH �na� �.y Fa�X �0.� � � � 3•) p SbP 1Nn. �=1 F. � STA 58+50 TO SfA 59+88 LT DEfAIL 6-B SPECIAL GVT ORCH �No110 fmla � � � I 3' ,�.1 p rmnr o� skve iw�. o-i p. Y� STA 12+50 TO STA 11+13 LT DETAIL 9-1 SPEGIAL GVT ORCN �No110 7wla � � wvni � gs�� �w o�w�a .�� o �c�. o=� R. � sra v�+oo ro srA se+ao �r � SfA 95+50 TO STA 97+00 0.T � STA 98+00 TO STA 99+50 Ilf � ST/� 171+p0 7p STA 1 W+50 RT � SfA 10.'5+06 TO SfA 1Q3+50 Rf DETAIL 1�1 LAfERAL BASE G1TCH IN�r amy �wud a°" $! 9� YA�. Fil � I e I MiaO�l k. "�'� B�S R. ,• 6-7 Ff. �srtim+nTo srAn�+a �r oEra� n-i SPEGIAL GUT �RGN �Ne�1e kv4) noM o�a, awnd ?/ � h� sew o- 0 Atin. ��1 R. YBRP� STA 10+00 TO STA.11+50 LT pEfAIL ¢2 sreciu cur orttn {MYro BOYy Renl � ptl� Gwd '�1 9�� �' � o Pp� Min. ��1 F. k STA 57+00 TO 5TA 99+00 RT DETAIL �r� srEcuu cur orrcri �iNce fN.�e ��I �� i a� r.w :� o °'m' sa,. 6.7 � Min. �-1 H. � SfA 50+00 TO SfA 51+00 LT YIIPF STA.10+45 LT TO �- STA.41+50 RT DEfAIL 5-9 srec�u cur oRCN � Nnn !uY] nonr w..w ti> °�' c�w�e �) 9opi d � Typ� d lln�ir ��33 Tw CI B RIpRoP �n. �-IA R. Gtl�iY- 1�0 ry AA�d-1.0 R. niro- srn.i�+oo ro srwi4+ao rtr �ETAIL �2 sr�a�u an oRcx wE+iNce 1 Hr m se�.1 I G�awk � . p e� o � � e.a I� Min. o=� h. � STA 51+00 TO STIt 52+50 LT DEfAIL �9 FALSE GVT �NMb 6mMj q�l NARA � � ,�� z.a � � ooa� e.a STA'59+00 LT DEfAIL 9 2 SPECIAL CUf UfTCM { IYefro lod� � am�iaa 3i � µ, d � ' o Min. D=1 F. -rr� srA ��+ao ro srA i�+so �T DETAIL 1�2 IAfERAL BASE GRCH (Nelb SmY� ���i Ga 9y n,? 1'F�. 8op I e I Min. U�1 R. �«-�! 6�7 R. b-7 R. -Ir STA 112+87 TO STA 119+79 LT DETAIL �2 � FMSE EUMP I��� Ouhid� Dikh �]A'�- �TmIRcFo����� 30:} u � S— .� S-Ditd� S�aps � Rapowd Ui�d� k STA 65+98 LT D RAI NAG E D ITC H D ETAI LS DEfAIL 4-3 sreti,u tvr oiren (Nx�e SmY� Fronl � dfd H� s� S� c'°"�a o Min.O�l R. k FROM STA 96+00 TO STA �9+00 LT DEfAIL 5-3 SPECIAL CV� DRCH {nna amy � � �� � uW�a !'� o ►u�. o-� n. -YIRPI� 5fA.1E+00 TO 5fA.16+50 ICf -YIRPQ SfA lO+BI TO STA 16+00 LT DEfAIL G-3 srEci,u cur oircM (Ne�a Sw4� Fv� oPJ� � p,,�iJ� aaw ��a ��� p Q�. Min.��l R. �- Sf/L 57+50 TO STA. 58+00 LT DETAIL 7-1 SPEL7AL LVf ORCH {No1b IIaal� honl w..w � �� d � Gwna ��} G Au�. o=i R. � S7A SG+OO TO SfA 66+5� L7 DEfAIL 9� srEcuu cvr oircr+ ;n�b snM � � wud � F'�d abw [Meuntl `974 p Min. �=1 R. -n,4 sd. n+ao To sr.�n+so rtr DETAIL 10-3 SPECUL CUT DRCH � NY b mdi� M1vnt Clldi I � A� 94w � �. 3.� O Mfn. P=1 F. � STA lp¢+Op Tp STA 1p6+IS RT DEfAIL 5-4 SfANUARD 'Y' UITCH �na� �aa a��d y � ,y.> aw�d 0 Mfi.P�I PI. -YIIIP/� SfA13+00 TO SfA16+00 RT DEfAIL Fi-4 e�wK srheaiunoN ��wrm s.w 4'mn. 1.9' 75� 6EOlEXIRE rra� �u�..- iao ronsF� �rs r.d.a�r= STA 60+60; 100 TONS PX,14] SY GF DEfAIL 7-2 RIP RAP AT EMBUVKMENf {MYro BOYy 17mn. ald� 1.9' 7S 6md. uommu rra� � m..- ea Taw.a t ra-bv o.d.ar= � SL168+]2 Nf DETAIL 5� sru�wro �w orrcH i�b � N.F..I lp��d �� .> 0 a � -. Min. U=1.9 F. T� oF lirr� I7 Tom CI B RpRoP�, d�1.0 R. G�oladi� = if0 YIRPQ STA 15+00 TO STA 15+50 RT DEfAIL G-5 SPECULL CllT ORCH (Nvlb Smbj � Y, � 9. •. � o d M:� 0-1 Ff. 7�pe eFuner- coMcrElE DEfAIL B-3� FALSE SllA4P Oulaid� Dikh [Na��o Smk1 T�Now .� _I p,l_ 'f f GI +s— ac. s=o�� sio� q r.ope..e oi� � srw so+s� rtr DEfAIL 10-4 INIE'f CFWhINa IMPRdYEMEMS pEFf TO u[iM �lmloN �YIN:�RFJ�M �OE� 2S5 LT � SfA 51+00 TO SfA 57+00 Rf DETAIL �1 EPECIAL CUT ORCH �No1b kay M1VM � .._. _. � s+�� ,ew cm�n+ a7a, 6 Hu�. o=� R. �SfA81+00T0 SfA81+501if DET/UL lQ-5 WRET CHANNELIMPR9VEMENfS Npr TO BCwE �f TO RICHf LGpqNG GONT6IEAAy T 1S GAS �Y 1.Y ir w weeortex [oR nee� r#w�c y� lumNG (6n �IQI YARC lY O�IC �0'1p 7' �r �s cuss r= uo �s ESf 6EOlECH FA&IIC- 300 SY DOE� ISO GY PERMIT DRAWING SNEEf 2 OF 28 DEfAIL 5-6 STANDARD BI�SE UfTCM �Nxros� wud o �, � i nu�. o-i n. � B=4 R. YIRPM STA 10+9D TD STA 14+15 I[T DEfAIL trb srEc�u cur orrai ��ro� M1on1 Moluml � �� a^P� aA�a 3.� o 1Nn. �=1 F. � SfA 55+00 TO STA 57+00 LT DEfAIL 1Q-6 WP PAP AT F.MBANKINEM [ � e s�y 17min. ond� 7.o'm is' G�4 GEO11�[[n1E T�p eFliwr. 39 TOX��IN srA nx+�o �r; ie TOHs aR, s3 sr c,� SfA 113+00 LT; Il TONS RR,15 SY 6F PRO.IECf R9�ENG� NO. SXEEf NO. U-3330 2D-1 RMI SNEFf NO. IOMWAY �ESIGN XY�RAU114S ENG�NEE0. ENGINEER DQCYMENT NQT OQN$IDlRlD FIIILL UNLESb ALL �16NATYRF� CONPLETEG DETAIL !�7 Meouw v orrpi 1 Nw ro aod.p a- "-- si,.�u.� royn �� ra�v N� Y� �- STA 87+00 TO SfA 41+50 ME�IAN DEfAIL !�7 srEc�u cur oiTCH �na� soaa M1vi � lw.ml � 3� � arow 3.� D lNn.O=1 F. � SfA 59+01 TO SfA 59+95 1[f � ENGINEA L9NYTA� �b�Mv��t�'+r+r.r 750pEASTIN�EPENDENCE BOULEVARD, SUI7E 700 CMARLOTTE, NC 2B?27 phorq: 709.537.7300 CALYXenginaan.mm NC Llronp A F7333 + + w W 7 � �w w : w w E � w a �o� ..� - 100 - 90 - 80 - 70 G0+00 61+00 62+00 �}�tao91� {-�o.�000� SPAN A SPAN B SPAN C PI STA. = 5B+90.000 EL. = 1U0.00 W.P. "1 - BEGIN BRI�GE VC = 150.04' STA.60+00.50 -L- � -L- GRADE �ATA ILL FACE A ENa BENT 1 G.P. EL. 99.67 O 3 1'-7"MIN.RIP RAP �� EL.97± � BER�A (TYPJ INTEGRAL INTEGRAL � � EXISTING � EL.99t iIN FRONT SLOPE EL.94± �� �SUBSTRUCTURE �IE (TYP.I STA. 59+92.16 � y? �jj� 1 02 Y —�— G.P. EL. 99.69 1-6y r EL. 87 t�� I I � �� L���� EL. 90 *- f TYP.I HP STEEL PILES fTYP.) � EL.88± �EL.83±'�� EL.84* EL.94± EL.93± I EXCAVATE BERM E�.79+� ~` EXCAVATE BER� TO EL. 88.0 TO EL. B9.( END BENT 1 EL.89*- gENT 1 DRILLE� SHAFT �TYP'� BENT 2 SECTION ALONG -L- fBENTS bN SECTION AT RIGHT ANGLES TO BENTSi 10 ' 6" 89'-0" 0 o TEMPORARY ACCE55 � ,� f1kORK BRI�GES I-- - --- ---- --- ---- ---- --- ---- ----------------------------- ---- --- � �---�__� '� �?_ 1'-0" MI . ER ARTH BERM � PRpPOSE� RETAININ� NORMAL TO CAP [LEVEL) ITYP.1 � c� � WALL �BY OTHER�I z BENT 2 I�BENT 1 � CONTROL LINE�I CONTROL LINE ti I � ` I ' � � EXISTING � � � � rSTRIJGTIJRE ,` � F END FBENT �1 �I — — — — t � I I i � i � ' I i I � I � � � BRI�GE I.�. � � I I � STA. 61+03.00 -L- ' � `-------- -�- ----�----- � w.P.•i---- i - -- , , w.P.=z --1----- - -- — , TO lJ5-�i4 B115. STA. 60+00.50 -L- � I � � STA. fi0+60.50 -L- I � � N 31 °-D4'-31" E � ; — — — — — — — BEGIN APPROACH SLAB I ._fl ' ' _ $TA. 59+76.33 90'-00'-00' — - — — � — — - - � ---- I----- �- I T w.P..3 - �- � � BEGIN FRONT SLOPE � STA.61+45.5D -L- , I STA.59+92.16 I I � I j I I I I � ' , I� ' I i I I � � — �---�-- I i L � � I 1 STR CTIU E I � � � , � I � �CLASS II „ � i ; i i 'Q --- 0 M RIP RAP� 1 Yr TEMPORA�Y ACCE55 � - -ENF9RK�R $6H----- y- B9'-0" 4 W.P. =4 - END BRID( 5TA.62+05.50 -L- LL FACE A END BE� G.P. EL. 99.05 PROPOSE� GRA�E BECIN FRONT SLOPE � L EL.98* STA. 62+13.74 r�� G.P. EL. 99.03 OFPEXISTING GROLlNQ tA o� � CLASS II RIP RAP ITYP.1 END BENT 2 ('10.30QQ'/, �+)0.300D% PI STA. = 63+q0.QD EL. = 98.65 YC = 150' -L- GRApE QATA •_6• 0 0 � I � PROP.GUAR�RAIL ROADWAY a �ETAIL AND PAY �TEM) (TYP.) � � I� I � � � � I I � � �FILL FACE W � I END BENT 2 � I � I ' + � � (LEF�E LANEE I - - - �----- -„ -------�------� � � W.P. 4 � � STA.62+05.50 -L- � � I -L- �, I I � � TO U5-64 �YPASS END APPROACH SLAB - � � � STA. 62+29.5T ^� I I I � BEGIN FRONT SLOPE ` GRAOE LINE � I I � STA.62+13.74 (RIGHT LANEI i I' �I I — I �I I I �� I � I L CLASS II � RIP RAP ' � ; i ' '—" _- --- ---- --- - -F -----------� 0 112 m 60'-0" � 85'-0" � 60'-D" fSPAN A) fSPAN B) (SPAN Cl 205'-0"(TOTAL BRIDCE LENGTHI(FILL FACE Cd ENQ BENT 1 TO FILL FACE G) END BENT 2) PLAN (PILES AND DRILLEQ SHAFTS NOT SHOWN FOR CLARITYI NOTES: ��ENOTES 11NCLA55IFIE❑ STRLICTURE E7CCAVATION 8 WATER SIJRFACE EL.83.3 DN 11-19-13 8 NORMAL WATER SURFACE EL.84.4 � HICH WATER EL.102.9 ON 09-1499 O BASE ❑ISCHARGE (0140) EL. 97.1 � 5LOPE 1.5:1 (NORMAL TO CAPI � 3'-6" MIN. (TYP.I t tt LOW CHORD W ENQ BENT 1 EL. 45.13 LdW CHOR� Q ENQ BENT 2 EL.94.53 �ENOTES STAGE I TEMPORARY ACCE55 (RQCK CALISEWAYI DENOTES STAGE II TEMPORARY ACCESS (RQCK CALISEWAYI PROJECT N0. U-3330 NASH couNTY STATIQNe 61+03000 -L- SHEET 1 OF 2 REPLACES BRI�GE N0.1T3 & 1T5 � SITE 2 (+)1.1091% f-)0.30Qa% PI STA. = 58+90.000 EL. = 100.00 VC = 150.b0' —L— GRADE DATA iao 90 80 70 + °1 - BEGIN FRONT SLOPE / STA. 59+92.16 G.P. EL. 99.69 HP STEEL PILES .= '�—� PROPOSED RETAINING WALL fBY OTHERS) , Tb US-fi4 BlJS. � � e � � � � a � 0 0 � � b F € 0 � � 9 a + N Q NJ 1�'1 : 0 $ z x a � P� 1� � m � �} �� ��� ��LL 1'-0'FAIN. E� dAL TO CAP BEGIN APPROACH SLAB STA. 59+7fi.33 60+Q0 � 61+04 � 62+ DGE SPAN A SPAN B SPAN C :NT 1 1'-7' I�IN. RIP RAP BERM iTYP.7 O INTEGRAL FIX �� FIX INTEGRAL EL.97t � EL.96t ' � EL.94t �� EXISTING � ST BP � RUCTURE � „ i� � � � _�__ .' � � � ,� �� EL. 87t ��1s� �� �,��-��I' SHAFTE� EL. EL*94t ��`,�G EL.93t EL.B$* �E�.83* � EL.89t ITYP.) EXCAVATE BERM q EXCAVATE BERA1 EL.79t���+� TO EL.89.0 TO EL. 88.0 EL. 84t W.P.�4 - END BRIdGE STA.62+05.50 -L- LL FRCE GIENQ BENT 2 PROPOSE� GRA�E G.P. EL. 99.05 � , BEGIN FRONT SLOPE L EL.98t STA. 62+13.T4 G.P. EL. 99.03 APPROXIMATE LINE CLA55 II RIP RAP (TYP.) OF EXISTING GRbUN� END BENT 1 BENT 1 BENT 2 END BENT 2 FILL FACE A END BENT 1 W.P. °1 �CLA55 II RIP RAP� SECTION AL4NG -L- --`L� (BENTS ON SECTION AT RIGHT ANGLES TO BENTSI �.�---\ � x V � fP.) � � � BENT 1 � BENT 2 � I CONTROL LINE oz CONTROL LINE f- � I oo `�� � rn i I� �I � � � EXISTING � i r 5TRUCTURE i — — — — — — — — — — —t — — — — — — � � � ---- -- -- — I . • � � � I � I �° ° " r� m I I � � i � a ; I i � 1 � o~ a I - I I I - - - I - I - ` - -�- - I - I - - I � � � BRIDCE I.D. I � � W.P. °2 STA. 61+03.d0 -L- I I ' � I I N � STA.60+60.50 -L- � ; N 31'-04'-31' E kP � r;' ;� r, r—;, � � --- —P1 -- — EXISTING — -- W.P.�3-- — N V--� — � I 94°-00'-04" _ �STRUCTURE STA. 61+45.50 -L- (TYP.) -- ---- — -- — - I � I - - -� 90°-00'-0� - - - - - - - � j � I I I I °N � I � ~ � � L--- � � � I0 -- : a I � �� F ti m �- a � � --- I --- -- ----- I — -- — � TEMPORARY BRIQGE 42'-6" 42'-6" 60'-0" � 85'-0' � fi0'-0' iPAN A) (SPAN Bl fSPAN C 205'-0"fTOTAL BRIDGE LENGTH) fFILL FACE G� EN� BENT 1 TD FILL FACE G� EN� BENT 21 PLAN (PILES AN� �RILLED SHAFTS NOT SHOWN FOR CLARITY) PROP. Gl1AR�RAIL (ROA�WAY �ETAIL AN� PAY ITEM) (TYP.) (-10.3000% (+}p,3000% PI STA. = fi3+40.00 EL. = 98.55 VC = 150' —L— GRAQE DATA NOTES: �DENOTES UNCLASSIFIEU STRl1CTl1RE EXCAVATION 01 WATER SLIRFACE EL. $3.3 ON 11-19-13 02 NORAIAL WATER SLIRFACE EL.84.4 03 HIGH WATER EL.102.9 ON 09-1999 04 BASE QISCHARGE (Q100) EL. 97.1 � SLOPE 1.5:1 fNORMAL TO CAP) � 3'-6' MIN. �TYP.) t LOW CHOR� Q EN� BENT 1 EL. 95.13 tt LOW CHOR� G1 EN� BENT 2 EL. 94.53 FILL FACE Q EN� BENT 2 GRADE LINE — - - - fLEFT-LANE) - - W.P. °4 0 STA.62+p5.50 -L- _�_ � I END APPROACH SLAB � TO 1J5-64 BYPASS STA. 62+2g,67 � BEGIN FRONT SLOPE� STA.62+13.74 GRAaE LINE I (RIGHT LANEI �CLA55 II RIP RAP� I HEREBY CERTIFY THESE PLANS ARE THE AS-BUILT PLANS. PROJECT N0. U-3330 NASH COUNTY STATION: 61+03.00 —L— SITE 2 � � � J � i N O � � s 0 � � b F � 0 + ` � � 9 a + N Q � : e s t� �a m� � } �� ��� �vi` LL DRAWN BY � M. �. MAYHEW OATE : 4-5-16 cHECKEo eY : B. J. BELL pATE : 5-2-16 BA1 '2: RR SPIKE IN 24' DAK, STA. 60+94.00 -L-, 420.00' RT., EL. 91.39 PROP05EQ WALL TO IJ5-64 BUS. GRADE LINE (LEFT LANEI T � GRA�E LINE {RIGHT LANE} i EXISTING STRLICTURE� � 3 STRIJCTIJRE� TEMPORARY BRI�GE L4CATI4N SKETCH �PRQP. GIJAR�RAIL fROADWAY � �ETAIL AN❑ PAY ITEMIITYP.) � � � I I I— — — — — — — — .D. - — 0 -L- � N 31°-04'-31'E � ___,_________ '-00'-00' � TO lJS-64 BYPASS �P.) I FOR UTILITY INFORAIATION,SEE UTILITY PLANS AN� SPECIAL PROVISIONS. G EFOE ANNE � -L- � RRA�DE LLA E) � � as�-�p mi ir Tn ni in � NOTES- AS5L1ME0 LIVE L4A� = HL-93 OR ALTERNATE LOA�ING. THIS BRIDGE HAS BEEN DESIGNE� IN ACCORUANCE WITH RA5HT0 LRFU BRIDGE DESIGN SPECIFICATIDNS. THIS 6RI�GE IS LOCATE� IN SEISMIC ZONE 1. HYDRAULIC DATA �ESIGN �ISCHARGE =11,800 CFS FREdl1ENCY OF �ESIGN FLOOD = 50 YR DE52GN HIGH WATER ELEVATION =95.1 �RAINAGE AREA =118 5�. MI. BASE �ISCHARGE (�100) =14,OOOCFS BASE HIGH WATER ELEVkTION =9T.1 OVERTOPPING FL00� QATA OVERTOPPING DISCHARGE =1fi,225 CFS FREQLIENCY OF OVERTOPPING FLDO� =10a+ YR OVERTOPPING FLOOD ELEVATION =99.3 (3 SPAN CONTINLIdL15 BRI6GE �P I o 0 ITE DE K SlJ POORITED ON STEEL ROLLE� BEAMS) IT. fTYP.f 'ROJECT N0. U-3330 NASH COUNTY STATION: 61+03.00 —L— SHEET 2 OF 2 � � SfATE OF HOX7N C�IqOLINA �EPARTMENT OF TRANSPORTATION PRELIMINARY �� RE�'IEW PLANS GEf�ERAL DRAWING �z� DO N�T USE F(}R CON$TRUCTYaN. FOR BRIDGE OVER STONY CREEK � ON U5-301 BYPASS z � BETWEEN U5-64 BUS. ,� ANQ 115-64 BYPASS � REVISIONS SHEET N0. waa� �rw��m�,�aoo an o�� an ox� 5— 2 �, � ���� �,B 9 � fa I N T E H N A T I O N A L � �°°"`° N°'' F'�°a° 2 SITE 2 'i m D 5 10 PROJ. REFERENCE NO. SHEEf NO. I N � 1J-3330 X-15 ', � 1 0 1 0 1 0 1 0 1 0 1 2 1 1 2 3 0 0 Q Q 0 1 0 1 0 1 Q 1 Q 1 0 1 0 I E IT RA N I SHE T 1 O 28 I W N C SS ECTI N �� — — — — — — 6:1 _ — -- — — — — — — -- — — — � — — — — — — 97 92 � :1 �� � 'I _ \ � — — —� � n � � •Z — — — — — — — � co 'i — — — — — — — — — -6' — — — — — � I 9 .81 � � � � � 3'I �- � � _ ii � � � �,� -- — -- ', � I— � -- — — — — — — — — b:1 -- -- — — -- m � i — a , -- 9 .71 �� 3� � �� � �� ` � ~ -- — �' ' � ��, — � -- — — — _— 5:1 --- -- — — — — — — � m I — 9 .51 �� ;� �' i � r ii � y �i n � — . m �', — — — — — — k:1 — — — — — -- — — — — — — -- � I 97 54 � �? " � — �- � � ' + -- — _ -� '� � � � � � '� � � � � � � � I � , ,� — — — -- — -- — � — I� — — _ — -- — — , � —� � ' � -- '� 9743 � ' � 62+ 0.00 � —— ——— — , � — , ��� -- � ��� � ��� �� �� ��� � ��a �� ��� � ��w � ��� — � ��� � ��� I ��� 1 0 1 0 1 0 1 8 10 1 2 1 1 2 3 0 0 0 0 0 1 0 10 1 0 1 0 1 0 1 0 , ��� 'i m D 5 10 PROJ. REFERENCE NO. SHEEf NO. I N � 1J-3330 X-�S ', � 1 0 1 0 1 0 1 0 1 0 1 2 1 1 2 3 0 0 Q Q 0 1 0 1 0 1 Q 1 Q 1 0 1 0 I E IT RA N I SH ET 1 D 28 I W N C SS ECTI N I � I -- — — — 9 .22 � �i � • z � � :1 c� I � 'i � � � �i � �i •i � II — — — — — --- — — — — — 97. 5 � � '� :7 I .1 I — — — � 97. 9 � �� , �� � � :l �ii ` - - - - - - - '� •.1 ' :1 � ��� — — — 97. 1 � � — — . c� 'i � :1 i- ' � a ii — ' :1 ' o ', — 4 �� � 5.71 \ :1 ��� \ — ---- — — — �� � � �a — — � � '� � � � � � � • '� � � - -- - -- , � � — � — — ` Y __' , , �a - - --- --- --- � � I � - - - _ _ ' L I� L I� L I} I � I � II �L'J _ - -- - - - I &Yi9H} \ ��� � I ��� -- �� � ��� I ��Q � T�� I �iyW I ��� - I ��� I ��� I ��� 1 0 1 0 1 0 1 8 10 1 2 1 1 2 3 0 0 0 0 0 1 0 10 1 0 1 0 1 0 1 0 , ��� 'i m D 5 10 PROJ. REFERENCE NO. SHEEf NO. I N � 1J-3330 X—�9 ', � 1 0 1 0 1 0 1 0 1 0 1 2 1 1 2 3 0 0 Q Q 0 1 0 1 0 1 Q 1 Q 1 0 1 0 I E IT RA N I SHE T 1 O 28 I W N C SS ECTI N I • 0.0 0 0 020 • � — — G: i � — � I 5.05 9 .44 � I 3: �� • 6:76: . �� — — -- -- — -- — — � I 5.24 'i � 3: ', � I L + �.0� '�� - - -- - • :�:� . , — — — _ � 5.43 � I � � 3:1 ' � � I 2 + �.�� �� — — • :6: - �� � 'I � ` � � 5.b2 � � � 3. �', � � � 97 91 � — _ , � I � � � 3:1 '� � � � � � '� � � � � � •1 ' � �i ' � — � � � � � � ' � c`� � �, ��� �� • �� I � — — � � :1 C i � i �� � ` y i er�n — — i ��� i ��� �� � ��f � ru.¢ i ��� i �ne�w i v}urcn — i ��� i waan I ��� 1 0 1 0 1 0 1 8 10 1 2 1 1 2 3 0 0 0 0 0 1 0 10 1 0 1 0 1 0 1 0 , ��� � � W W _ N W W N O O + �[! �O H N I J � W Z J _ V � IDD` f�' IDO' 200' 300' GRAPHIC SCALE � OE WE�7�AN�L IN �� � DEN07E5 MECHANIZEO CLEMING r OENOTES TENWORAIIY �II 1� FILL IN VIETLANU � ���� ARCLWRMTNCODI.LLC D,4IVEWAY RADI! ARE 25` UNLESS O! NcRWISE NO! E� 1 � r,4AN�lT1�N ME�JIAN F�OM 30`TO 33' —L— STAe73+90.00 Td STAe74f65.Q0 PRd1ECf REFERENCE ND. SNEEf NO. U-3330 � R;M SFiEEf N�. lOADWAY UESIGN lM�RAULICS ENGINEER B�ICi1NEER INC�I�TPILE ]E 1PL.�ImI5 no rmr osa nua sw .aonvnrr�ox PREILII�4II�T R� 1PL�1�T5 uo aror usa coiasraocnm�r PERMIT DRAWING SHEET 13 OF 2$ �o,� -L- PROFi« sE� �rrr.�� CALY� E-IYN�RS+'CpNF 41LP�M �OR —Y2,RP8— & —Y"2RPC— PRQFlLE ••-. 5EE SHT. 22 m'�"i6 "�� � � W _ H . iLl . W ' N C _ O ♦ � � F t/� ! � � W Z � _ V � aRri wR�urnirnni i i r � � W W _ N W W N O O + �[! �O H N J � W Z J _ V � : i IDD` 0' IDO' 200' 300' "/. . . . . �jlr�i �r � . ! ' �Irr .•: ' i Y J � i '� �� i . .`�i � i�, � '+�! , � � + ; 1 , r 1 �� �i 1 �,� - �� �, +r. � � ��, i Y � �i - GRAPHIC SCALE `�"� � -` � '�; -- '�i— I ' ` . �l�'� � OE WE�7�AN�L IN � � � �'�� 1/ �lr _' �' II _— ,I !%r / 1 Ir � 4�+J �. ` i��+� I r� �` : � oeNo�.c MecHiwaeo , � � c� r� I Ll ,�`� %� , / � ��� ti " � r 1 � . � I ��� CLEMING � r � �,. �i/� � J �I+ `�,,��1 � f ' rl r tiy j j J, OENOTESTENWORAIIY lr.f�� r � J!I �I 1�� 1� "'y �'� 5 i �����,. '� �� FILL IN VIETLANU � 1� '� , 1 ( �, � �Jl -� � , �ir' � /� +� `� � ( � � � 1 1 ' � `i�M,�h� li'i r� I' j� l � i �� � li �i,�, � , �� ,,' + ,' � — � ��V�l,; r � '�;r �'' �` � �i��' III � � �' '' � , ' ,�i, ���� i'''�,' . �'� ARCLWFtMTNCODI. 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Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (FromlTo) 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- 59+41 to 61+42 LT/RT Roadway Fill 0.02 116 Temp. Work Bridges 0.22 208 Bank Stabilization 0.01 119 2 -L- 62+91 to 65+25 RT Temp. Roadway Fill <0.01 0.03 0.04 3 -L- 68+03 to 71+64 RT Roadway Fill 0.07 0.08 4 -L- 71+23 to 73+34 LT Roadway Fill 0.01 0.02 0.01 99 5 -Y2RPC- 10+73 to 11+39 LT Roadway Fill 0.02 0.02 6 -L- 75+84 to 76+01 RT 48" Pipe <0.01 <0.01 7 -L- 112+18 to 114+46 LT/RT 2@6'x7' Culvert 0.01 0.02 0.05 43 147 Bank Stabilization 88 TOTALS: 0.10 0.03 0.00 0.17 0.00 0.03 0.30 250 570 0 Stream Bank Stabilization = 207 feet See Sheet 1-A l-�or Index of Sheets S ORTCHES � "-� -- �a. _ e��e �3' oSPB P � �� � a h � PR JEC sa 3r° 64 �°�� /� 30� 64 R�6�Ra. f� i�.de> ski�,z , yROCKY MOUNT l6J ,_„o,. � , ��. VICINITY MAP �����'� �'�� �� ����� ��������� ���11dJ'11�1/1�1 �ll 111L�`LJ�1Lll�d1111 1J' 1�ASH C� U1�TY LOCATI0111: ROCKY MOUIVT — US 301 BYPASS FROM SR 1836 (MAY DRIVE) TO 11tC 43-48 (BE111VE11lUE ROAD) IIVTERCHAIVGE TYPE OF WORK GRADING, DRAIIVAGE, PAVI11tG, STRUCTURES, A1VD CULVERT BUFFER IMPACTS PERMIT 36596.2.U7 ' BUFFER DRAWING SHEET 1 OF 4 UTIL. NOTES: 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. 2. THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. 3. THIS PROJECT IS WI7HIN THE MUNICIPAL BOUNDARY OF ROCKY MOUNT. * TRAFFIC SIGNAL -L- POT Sta. 131+15.00 DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS FOR -Y1LPC- eq��EepRo �a DOCUMENT NOT CONSIDERED FINAL UNLE5S ALL SIGNATURES GOMPLETED l'repared in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � CALYX� ■ LNGin�Eas+CGNSu�raNrS NClicense#F-7333 50 25 0 50 100 ADT 2016 = 38,580 FOR THE NORTH CAROLINA DEPT.OF TRANSPORTATION ts,� ���pG� �' �" �� ADT 2036 = 47,100 2012 STANDARD SPF.CIFICATION� �@��� ��g�Q PLANS K= �p� LENGTH ROADWAY TIP PROJECT U-3330 .................. 2.005 Miles — — i r.E. ° � �= ssi LENGTH STRUCTURE TIP PROJECT U-3330 0.039 Mile RIGHT OF WAY DATE: SteveA.Drum,P.E. SIGNATURF.: q � SO ZS O �JO �OO ����������������� PROJECT ENG7NEER ° y NOVEMBER 21, 2014 � o r= ai* TOTAL LENGTH TIP PROJECT U-3330 ......................... 2.044 Miles ROADWAY DESIGN � v 50 m h Michael A. Holt, A.E. 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TILLEY \ 1 �' 66 � � � CLIETT INC. � y� LINKNOWN � � � I � � � � � � 0 � -Y9- PT Sta � � � FOR -L- P,40,F1LE SEE SHT.17 & i8 FOR -YB- & -Y9- P,�OFrLE EWAY RADII ARE 25' UNLESS OTNERWlSE NOTED SEE SHT.24 a��; � � � 1 1 � � � � � � � � � �� �� � � � • • � � ���� ���� • • • • • ` • • • ` • • � - -• • '• :� � �� •. • : •�- •1 • • • : � 1� �::1 �_-- _ _____- _ _____- _ _____- _ _____- _ _____- _ _____- _ _____- _ _____- _ _____- • . : • • � . _ : 1 ��__- _ _____- _ _____- _ _____- _ _____- _ _____- _ _____- _ _____- _ _____- _ _____- • � :• :. �_-- ------- I Note: * Site 1 impacts include 1416 ft2 of temporary impacts in Zone 1 and 949 ft2 of temporary impacts in Zone 2 0 � � 0 M M � .. � V W 0 � � � � � ' � V � � 0 � See Si�et 1-A For Irrdex of Sf�ets ����� �� ����� �������� �������� �� �������� 11�ASH ��U11tTY 11 tES PERMIT DRA W111 �G PLA11 tS NOTES: 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHE� BY MEfHOD III. 2. THIS IS A PARTIAL CONTROLLED�ACCESS PROJECT WITH ACCESS BEING uMireo TO POINTS AS SHOWN ON THE PLANS. 3. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARY * TRAFFIC SIGNAL OF RbCKY MOUM. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 � 50 14Q PROFILE (NORIZONTAL} DESIGN DATA ADT ZOIb = 38,580 AdT 209G = 47,100 K = 1D% D = 55% T = 4%' V = 50 mph 2% DUAL 496 f10NAL CLASS.:URBAN MDE TIER LOCATIDN: R�CKi' M4UNT — US 3Q1 BYPASS FROM SR 1836 (MAY DRIVE) TO NC 43-48 (BENYE11tUE ROAD) I11tTERCHAKGE TYPE OF WORK: TELEPHONE, WATER AND GRAVITY SEWER RELOCATIONS dESIGN IXCEPTIQN REQUIRED FpR MINIMUM HpR1ZQNTAL CURVE RADIUS FQR -Y1LP� PROJECT LENGTH LENGTH ROA�WAY TIP PROJECT IJ�33Q .................. 2.005 Miles LENGTH STRLICTURE TIP PROJECT U�330 ................. 0.039 Mils TOTAL LENGTH TIP PROJECT 1�3330 ......................... Z.044 Miles aoB srenm�xn s�cmrr.a� � PLANS PREPARSD BY.• RICdiT OF WAY DA7Ts: ENGINEERING NOVEMBER 21, 2014 C � ��.�G �� 3226 GLSN ROYAL RD. RALHIGH, NC 27617 TELE 919.788.02Z4 F�UC 919.788.0232 IVQ1/EIVABER 15,2�1ff NCLICENSE�p-0189 NCDOT CONI'ACT.• B�da Maone, PT, CPM PRQj&L7' SNGIlI�Slt - 30i1DWAF D83[[iAf Mary ]o I� P.E. lJ77Il97FS P8[y&CT �YQL4B� lill./lYlVLIV�I fil\� ROADDV.4Y D8SIG1�' Sl►*GINBSR P.& ereas raoucr av�aa an U-3330 srr RA 3ai �� � �� 110ES PERMIT PLANS RBV (Augtiist 31, 2016) PRELIMINARY PLANS �O NO'C V86 F[18 CON9C&1lCT[ON �' T FIC D raoaecr �aeNCE No. SMeer � � � � TRAFFIC UTAGRAM � � i U 3330 6 � m � aor �m6 �- 1J �.i' �.� ,�.i fii1�.' � A�T 2016 �� 3 500 11 tES PERMIT' PLA11 tS A�'T 2036 ���� �YV stieei No. W = ie�' `�jT� e�,�.�' ADT 2056 r� 4.300 � . . . _; . a 1.900 ROADri IN EESIGN EM'�owWUC3 " _ �5�� ' � REV (August 31, 2016) q� � ,� � - �.� � _ �r���r - . 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SYa 17119.38 PJ 5Ya lBffG'�2 ���� '�. �` 1 BRIDGE /PAVEMEM RELATIbNSHIP SKEfCH w =�5 0!' 1J8.E' fRT) II= 4' 1� 5.3.M` (RTJ p= 47' S�' 1�,5' lRTJ ,� = 23" 53` 52 5" lRTJ pB �P PG 2Y� 4 . -r4- �c sto. fs�a�s a= 9� �5' 32f1' t? � IY 0�4' �= 3B' IY 999 b 1� �2' �53' FOR -L- PROFILE SEE SHT.15 �= 63.5�4' L F23�' L= 125Sa' L �&12� �' FOR -Y4- &-YS- PROFILE SEE SNT.24 � . x,�� T � �� T = � ���" r e!t���° �� , .;�e .,..t- �>,•.�� ��. - � - ;' � _ ` � DRIVEWAY RADII ARE 25' UNLESS OTHERWISE NOTED SEE SHT.2D ! FOR DITCH OETAILS � SEE SHT.28-2 FOR lNTERSECTION DETAI �- a' . . � . . -. . �. . �. �. �. � . . . �. . . �. . . PROIECf REFERENGE NO. SIi�T NO. N _ �_ I � . U-3330 15 . � 150 ; , L ROA�YAY DESIGN NYUNAl1LILS . . . . . . . . _ . . . . � . . . . . . I . . . .V. . . . . . . . .. I . . . BdGINEER ENGINEER - _. . . . - . ....... . . ... . . . .. .. . - . , 11 tES PERMIT PLA11 �S : _ _ _ TEL-1 �4� �_ . j�li i' �August 3l� �Ol �, ' - ' i � PRELIMIN Y PLANS . . . . � . no xm vsa couaravcr�ox . . . . . . . . . . . �. . . . � . . _ . . . L�. . . . _ ._. _ _. _ . . . . . � .. . . . . ._ . _ . . . :: _ . . - , , . , . . . . . . . . . . , . . . . , , . . , - . . . . . . . . . � —,_ . . . . - � .. , . . . �. .� ._.-- . . � ' . , i �30 �_ :. i i __�---- � -- � : . . _ _ _ : i �.: - ' � : . : . : . _ . �. - . ; � --- � w_� ._. . . , . . . . .. . . a_ . . . . - � � g_�_ : - :.: : : :: � : : : . :: . .... .......... .... : : . �. . . ..�.... .. + . . . . . . . . . . . � . . . . . . . . . ._ . . � . . � _ '' T,4RRYTOWN CENTER � P1= &3+9QA0 ......., _ :. . - - _ I : -Y5- 57A13+93.96 = I '- �' - VC = 50' 120 � . � -- P1= 54+80A0 � u � -L- STA.58+d7.87 • " : z , . K = 250 P! = 64-1-51D.00 - � - FL = 9892' .. 4 0. DS = 80+ MPN EL = 99J0' 130 � � � � �-- _ VC = 150' E � VC_ 15D' � K= 247 PI = 57f25.U0 P! - 58-1�.OD K 250 , � , . , DS = 7Q MPH � � � { EL = 58J7' _. EL = IOO.UD' �� BEGIN BRIDGE END BRIDGE AS = 70 MPH 110 ' VC =!50' VC = I50' -L- ST,4.60-IOQ50 -L- 5TA62-l05.5D 120 � : . . . . . K = 106 K = 106 ELEV. = 93.&7' I ELEV. = 99.06` � � QS = 50 MF'H D5 = 50 MPN � � C C�� P�P05£D GRAl7E : �._:- V V � � 100 � � • � • 1030�+'/. {t)lJQs!% ( 1o.3oQD% _� . {+10.3000% 110 : . ,m,�a.o� .�,,���� ------ ------ � l -------- r+�o3oc�f. --------- ---- ------ — �+i�I�.3C��_ �-- --- -------- f X1.3D�61% _ ----�------1 J0300D'f.---- ' ,•--- -- -------�------------�---- ' - .��r ������_�r�~ 1 ^ J � i Q� „'� ' «�p . � � _ ' _ . . . � _i l OQ � i `w � �ry . . n �.�. . I i .�P��m _ t . � EXISTING GROUN� � \ `� � —. . 1.B �0.1% . � . . . . ---�------- --------�-------------- * (LT � UIG TEL GABLES) _ � 4� BO � � — �� � _ . ` ��� �! -- 90 =----- -----�_��__���--- _ � ---- �. ��.a�---- ��ax�z �,�a�.�..�,a� . � •._, - i : � xviaemo�Fanwz n�xxr3rR . :: � - i . � . � °�'�� 24"PROP03EhsE451ER . : . : .. . :' � �M .. .. . .. . . . .• . . . � . . . . ._:�m .c..__.. _ ._. . . . . . _ ... _ i . .. .. _ . .. . . . . CfRENOHLESS} . . . . . . . ...... . . . . . _ . . . e . I _ � . 7O � • � OPEN CUT I 8O .. . . .. .. �. .., .. . . ' °� . . . . .. . . . . . .. ..... . . ..: ...._ .. .. . TRENCHLEBSIN$TALL � pp n+07 v+pp 19+00 18+60 �. . UPEN CUT I� . � QI�T�� �� � .. � ��H + . ;. '_ ��,� FOR -L- PLAN SEE 5hlT.6 : . : 70 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+Ofl 63+00 64+00 65+00 . . _ �_ �T _ -___�_ �_ .� _ __ _� _ _. ���.�_�_ _.�=�F ���._.�_�..��_ ��_� _ v�d_ �_� . _ _. _��,_ ���_.��� _ __� �_ _ __ __ �_�_ 130 : � 3. � : : : I _ . 160 _, ! � : - � �- � : . : LAWRENCE CIRCLE � � . : _ . _ _. _ _ _Y4- ST,410-�007.00 = . . , 120 ' ' P1= 54t80A0 ._ -L- STA58-F03J7 I I I W PI = 63f40.OQ P1= 64t917A17 150 - - EL = 9892' ; _i U EL = 98.65' EL = 99J0' 4FC = 150' � P! = 5lt25,t70 P! - 58+90.00 � VC =!5D' YC = 150' - K= 247 _ I I EL = 98JT' .' , EL = IOaAQ' �i . BEGIN BRIDGE � ` K= 250 K= 250 1 1 O DS = 70 MPH � VC = 150' VG = 15a' � -L- STA60-FOQ50 � ' DS = 80t MPH DS = 70 MPH 1 4 O - - — _ . . _ _ __ . . ELEV. = 93.&7' __ _ _.. . . - , � , � MPH � � MPN I END BRlDGE ,.....- -- _ -___ , _. _� .._ . - _ --, ., - - ----_L __�:_ . . . PfiOPoSED GRADE . -L- STA62-fQ55� , .. ..._._. . , . . . . . . . . ._E.._._.._.... . . ELEV.= 93A6' 1�0 (tJ�73Qa0'f. l-XJ3061% : (t)IJo9!% f 10.30UD% {+10..3000% 1 --------------------------•---------- ------------ ------ -- ------------�------ � ----------- -------------- f-J03061% f+3T�,_,...\ f-,ID30A0% ftJ(130QD% 9O -��-���_�. EXISTlNG GRQUND���-..._tir,y��� � �����_� 1 l. 12O . �� �-. �� _ . � - , ° EXISTING GROUND � ' i�.��,1 1/ � ---�`���.% ^`"� � � . : : , ; : _ . , (RT (� WATER LINE) � � � ' . R . .. . . . .- . S Bo : : .. � ; �.._. , '�, ,, , ; . »a � — - w . - � i i I � - , , ._ �. , _;� .. . . __ — �. 24' PROP09E� SEWER _ I �: _ : : : . : : _ _ � : : : {OPEN CN] . . .. ... �� 70 e .' . . . . . . . _ . ; . . . . . . . . . � . _ _ : : . _ :_ : _ � . . . .. . : . . _ . . - -� - .. . �00 . . . . _�_ : I �. . .._ .: _. � _.. :: : ..� . .... . . ....� _ ... .. ...... - ...... . . . : - : . . . . . . _ :: :�-. : - a - - _ . I : . �c 'i r m i � i . � - - ' ' _ I � i . . �, 6� I . � 60 ' - .1 _ , , _ . � : _ 90 w : _ _, � - . __ a20ro�ciioraieo�u� _I� FOR -L- PLAN 5EE SHT.6 I a i . . : . . . . i ; , . . , . , . . . . . . . , . . . . . . . . .. . . . . . . . . . . . . . . ;. � OPEN CUT m. . .. . .. .. . .. . . . . . . . . . . . . m '5� : : : : : � : :- : . '� : . : � ; : -: : : :- : : : OPEN � o a aie�u n vwT _ . . 8O � �� : . . . . .. . . . . :........ .. . . ; . , . . . . . I � - _ _ . . . . . . _ . . . . . . . . . _ w . �. . . . . .. . . -. .. . . . . . . . .. CU'f � . . ... . . . . . .... .. .. .. ... ... .. . . . . . . . .. . '� "'.�__ _ _.__._.. _ �.. _ __�._ , �.�__..__ , . _._._,..�.�._ �._._._�.._.�_ _..._.._.,.�� ��._._._ _.,. _. . . . . .. . . . . _. . . . . . . . . . . . . . . . . _. . . . . . . . . . . . . . . .. . . . . . .. . . . ... . . . . . . . . . . . . . . . . . . . . . . , .. �._._a._ .. _� �'_ '_ '.._�. . I I i i a: 40 � � 70 � 57+Ofl 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+�0 �2+00 63+00 64+OU 65+OU m .� � N z O � W °ar d O _ 7 � ��� �o o�Z Z SZ . �, OH w� �� Wa Wsy �z� .�� i � � wve'.._� ��l - �� nct� n � �� � 3����J �5 <,,�< �I ; a � I �� � � I�POFITPOL36 v, lLC � � I os zT�o �c exe .�� ' � _: _ d �. ���J � I ,��� �st o � l � _.,.�r�.� ]0'CbS 1P'Ct—:. 2[4 _ �'�� Y _ _—=J�� I � � o � . :�*_•m —'aes5� � i'= Y�3P. �7" FENCE yQ. � 2GI W-- ------ � �_ - - � --�~�-----J — ----�----�-- � � O �:-' `,. � -��—� � ,_ ^�—� ,G _�r— � -- -- --�-- o -- o� � ^ � - � 15 X �-1 T � � -�f00 ` � ' . H ---��--- — ADT SOIb � � 3App ADT Y09G i � 6.600 z a 3�800 500 30.500 4,6�� �� 2� _� 97,700 31,000 US 901 8YPA55 Y�� � 800 3,700 w 1,000 � 0 Z �,� s.� � z aoc�r — u�Ri��—� � �� [ re se f �iEieY �GA"�ES� II � `-�'•'I - I : _ : �7r S2 � � � � � �� � � bll` �� I'. � �� n � � mll � ��. � m � I ��� . 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HEN64N COLd,�i��e> � � 08 a49 P4 ICS6 ' Q ��a Vi ' � • �� _-- �„ , r�' ��— � � �I�� !i � esr _ � .-s . �}t�s'�— w'ckc� wa� L� ftWf � TIES ISBK6US � 176 t2B2 PG STU � � � ._ - x��' pRUP.4T' MIWI�FENCE����� -_�----__---_�l �-� F � � } ��m � ��;� � �� ��_ �'�� _i -_ - __-- � ' _ � � � ' '. ,��+� a �� PROPO3EU 111G a� � � V ' ' SU�i <�� l,.,''t" —\ p� __ lEL LINE � �—� —J�� _ "- 1 - �-S L- i �-� -- -+'-Fo� 1019 - - �_ �— — i � �� ---------- -- - �-- ��,^,�, � �- - J� � � i � — � I5' y m_ = i ' JLR ~ 19 RC �GRdll 330 ��_.i . � `i I _ __ I � 1B0 �G�P�I R \ I''_—��. � i I �. ZI, ____ 1 I .. �;� ww 5 J I. t".'� JI 1 2 � � _p C40 — —�j ~ �..,�i � 1 \ 1 � � '� nF?+a . � � � ', � ��. ���} Il�;li � JI � '. , r� �� �:��:. t;;� �IM � 5� J, �oc �uouNT N i �. ae 7ia� rc �a �y�eKY .t�u�� �� :1 .G. EiAL ��. ��,.3 ai� >43 .. xs` w �' iGP-fiM �� I ,�. - _ -_ ..-.., _ ,1 . r:;i - �`� . 1657 � .r,. - ' �� � 3�• . -lY : •� s,.. ... . _ .. ... --- �- — , - ' 24 �• 0 � f. q• ` r I —s��._- -_ .�.T ' f 3 I ., ffM � . I..���+ � .�%J . �, � - JYB Vyb.l..�' T- nF �.��;�..' 1 . � �I'� ' _ � .. „�`� � �_ �c �� � BOREPIT �� t %�G�/� �� �'' , F�l� `\ .. ��-. � .s. �� � �� .� .� ' 5'LX9'WX3'D PROPpSEDg' :� �,.�� ... '� &EYIER LINE � �" _,-_ro . , ���� PR BORE PIT PROPOSE�WG� . .. ' ..'. 10'WX10'L � 6'LX9'WX9� -. iEL. LINE � � 2A �= iB1690 FT.: ... ��/:�� � ! ,_.,.,.r'� - � STA17A9+39T0 . Y �. 4•. �•�� 2� =24350.Ff. __ .. . STA174+00-L- - -�/%.� �S.Ii. . =�.OIACRE � �\� �?X;' STA. 114+82 TO a �'II� �� BT2ALLOWABLEIMPACT3 - i.� �. ��j�j� 1, � STA.715+d6{- I.. . 6� � l � �� •� ' 1 / '(/iil �. erza��owae�iMPncrs .: �-- I � � �RILL PR � pROPOSE� 8' � "`c� AUQHTRI E7iPStIS ING � �� I � I' 1pWX5p'L SEYVERLINE � � �j� :_ � � � .... � -. , v . " y ,�.'� '. , �_�� I�r ._ .. 1331TG 73T � � y }'�: y 6. 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STA.174+U8�- " '� \ ` � �,�� BZ1 ALLOWABLE II�IPACTS ' ' d �,ie � .ar . o,�r � 'r9� �' �,�r� � 5� CLIE i is.oa � CG WNK�; _ � � � , �� � � Yg— a PI �la C2-�J3J66 � �. �� 66 �i D = � 8' �.�' ILTJ � � ' ' C= 15C1.22' � Y3- PT 5�u.13?881X1 - r = ss.r�rJ �_���� FOR -L- PROFILE 5EE SHT.IS & 19 ���°��' = Fk�� FOfi -YB- &-Y3- PROFILE SEE SNT.25 - DRlVEWAY RAD11,4RE 25' UNLESS OTHERWISE NOTED SEE SHT. 2D-1 FOR DITCH DETAILS SEE SkT. 28-4 FOR INTERSECTION DETA! �- Q- PROIECf REFERENGE NO. SIi�T NO. � � L� LT U-3330 19 14O ! _ ROA�YAY DESIGN NYUMULILS :_ ,.,_._ „ _;_____, „ '.____e_. „ . , BdGINEER ENGINEER . ' . . . . - � I ; ..i i .. � . i .. i . .. _ .. � � ; _ ; 11�ES PERMIT PLA11tS : � _ j3� I' j i �; REV (August 3l? �I/l�� '' ' ' i i i � i'. � i i: � �' PRELIMIN Y PLANS , ; ' -� _. , i s � �,: i f_ ._i � � '� . . . . , . . . .-.-. . no xm vsa couaravcr�ox - .. .._..._. , __..__ .. ._._ ._.,, . . . .. .. . ..� ... i . �.., ..i , �� . , ��,; i . ,i; ;,. --i. ii�; i;. � ",: I': ;I : I' �� I il: I: i� I. I �_ . i . , i I. _.. , � ,� . — � -- — �ZO ? -^I � RlNG RD. ' I � ; r - � _ - - - � _ Y8- STA14f5DA0 = _ _- - _ _ „ ,. , , -L- ST,4.114+5799 �_ _ ; . : ; 11 O PI = u�tso,ao ; , - , _ , . i_ i �_^ '� EL = 91£�CY i ; ' : , � - � . : : � I 130 • � a ��__._ - . m .� e.._e . �� -_ _ - - - . VC = 1.Oi0CJ' , �� � � � � � � � I K=281 �-- �� �,_ PROPOSED GRADE DS = 80t MPH 100 �-�_��y` Rt7arN & FxrEND 120 Fx�sr. z�s x�� Rcac '~~�~�'�-- _______ ______-- _�--------�___-- - ---____--------__--_��� ______ -__ --r , - --- 90 -, � �;- ; I � ss� w�coFQ srFFc r�Be3si rf�r.seo7� o-- ' - 110 � � - EXI5TING GRQUND TRENCHLESS lNSTALLATION ; , ; , . , • , I' i:': I'; I INV.EL = 8124 :;! I i:' ;I' , , , � . .. .,� ..�. ��.. �. . ..� „ .,.. ...� _. R � . . . . . � . . ..�. . ,. . „-� . ,.., ,� - ,... . �-ll, . . . , , ".. ; I. �,,. I.., I.,, �. �� � � '.. I. � i jl i �: i �I' ; �: II' BO � � � � ; � , II I i �i� �� � � �_�� , i� ��!�� 100 ,: � � �� � - � � � I � � �� � � ;� _ _ �� � �_ �� �- � � � � Lu � ��_ I --' �- ��- ; ,_ ._ _ . _ _ : _ _; _ _ -�� ; :_ ; ,. , , , 70 �r ri ; _�_ : : : -�: " � i,: i.. : : i: ri �I. i: i, 90 _ ,. , . , , , ,;; i � � ;; , � �'. I: � i; �I i I :� �� ji: i I;i� j i' I: �I. il: 'I. I: i I'. I I' I II, � — �, �; I' !' � ��; !' ,! � � � � � I I I i; I„ � I I i I -1_ � I' il , : . i , . i i i -� 'i i - I� � - ��� 8� �� :: .. . . . . �� i . �:. I . .. . '. :I.: _�.:I _ . . � .. i i .� .. !': � �.:. i.. �;... . . . �,. . . . �.. . ..: .� . . , .. . . _ : _ _ _ _ _ _ ' _ _ _ . _ _ _ _ FOR -L- PL�W SEE Sh'TS.ID & 11 ' 70 107+00 IOS+flO 109+fl0 110+00 111 +00 112+a0 113+U0 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121 +00 � � - � - -L- RT , : � 140 �, � � - - - � - �— I - r - j - - � - 160 : ., � ; , - , _ , __ ,._ ,_ . . __ _- � -:,, r r . ,-: , ; ,., , .. , ... ; ; _ , ,.. _: .. , �i i i ,, ; „ ,� �, �, i: i,� ;i : �: i �� ;,; ; , - TEL2 ; ��; ;� ,, ,. �3� :'..� il-� 1 ,I.... , , . , _..:i ��u. 'ii . i _:; i I;. i i _ ' :' - � L_ -- _ _' , i1 � ,i - li �rJO .. , ,.! .! � . �i .�i �� � i. I� � - ' i �. i ....- - ..; . ;.. , __ . . .- . -�'- . ,:. ... -. . ..._ ... _. .. . .... � ... i . . . . : ..,. i. .�,� i ..., i . .. i . ,i i , i .. . �; . . . i - .. : . . . . . . i�� . _ _ . _ . . .... � ,, -- �., r - - . .i. � -- _ — � - - -�� - - - -- - - — - - — � � I - , , � , � � , ; , � .� . .i. �� _:__ �__... , .. . . . . _'- ,-�� . :i� :._ .l: i� �1- i,.. i.. i_ ;.,..i ; : i i i i ii i: _,��.__.ii. � � ,. , -�- r�._ r .:,. .; :; :: � . �,,.; . . . . _,:: i �; _. . . � �,; : . ��':' ::� ... ._.'.: �: :: .;.; ,;. ;�.. ._ . .. .. . �} �., 12O ,; ;:: � 1NDEPENDENCE DRNE �' � 14O , � _ L9 .5TA114+67 � � 1 ,. �.._ ; , . . ,. .. . .,,. I :. :�.'. : i.- � .. - ::�'. - .,I: I - � i: il � i i ' �: il i;. , , :� ;� I: . .. , . . . . . . . . . . . . . . . . . . . . � - � __ . �.., i . • i -- - � .. . . ' . .-i � i i • i � i i � � i � i �� i i ; � i-- i � , i �. :� : �. : i �� i I . : �..'. '. i i L __ .-�. ; � ' . : : . '' ' . .. ' I � ' ! . i _:� � a- � � I : ! ' i I .. i i �_ i . i i � ' _ _' 110 _ � � r � � 130 ,, , PI - 114-I90.OQ � � � , � ' � ,. , � :i �: , I ; I ;I ,, ,, : i. EL=9L6C1' °'. I : i ��., , ii ! �. ,i! , vc = �,voo� � _ lOO � S S�� RET?1N & EXTEND DS �BfJt MPH � PROPoSED GRADE ,�_ 12O "��„y�`_^"` EX1ST.2�6X7'RCHC � r_^_`_��l, � � --- . ,��a-�,. „ �—_� �,� - �� EXISTlNG GRQUND —��----------------------------- ; . � . . � � �%� �om �oanx�awuxo �i 66'WEIDED EEL (-11.8839% {t)1.6607% � '' ��a �"' � �' TRENCHLESS !N TIDN i i i I i � � `"°"�'� i i ; ��- IM/.EL = &1 R � - - '�� , � � � � 1� i._ 1� ii. � � � - � ay �. - �� I �� I i � 60 � � - � _ : : � � � r _ � � ; � � I I I r- --T 100 ,�' ' ' F, ' , ... ,:':; � U _ _ „ _ , _ - -- � i 6�__ -- awc�oo�FOaas . . -.. . , . . . . . _ . . . . . . . . . . . m e6�oF�rs�� , . , . . . ('I BMJiEMHrtRI£ : - � ; . . . . ; : I . ._. 'I� - . . I � . . . � � 1�19Vrt GIIILLPR I i . � � � • � . � . �. � ' . � 7/� I , �. � L �� vrvc�eav4aex - � _ - , �Q � ' �- � - ----�- - �i"cae�s`�nsru� ,q� � , : FOR -L- PLEW SEE SNT5.10 & 11 � ,o+a n+oo n+ao —.. . _. .�: � -: �. m � . 8� �' � � � � � � � OPEN CUT �re T°` OPEN CUT � .. _ .... ._.. w . � i --I-; _-_�����—�_ , . m �� . �o � 107+00 108+04 709+04 11a+00 117+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 127+04 m .� � BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 A 24" SS 60+13 to 60+63 -L- 950 950 1 B 24" SS 60+21 to 60+45 -L- 261 261 1 C 24" SS 60+42 to 60+76 -L- 732 732 2 A 8"SS 113+31 to 114+00 -L- 1648 1648 2 B 8"SS 113+85 to 144+08 -L- 350 350 2 C 8"SS 114+71 to 114+96 -L- 334 334 2 D 8"SS 114+g2 to 115+09 -L- 243 243 TOTAL: 2366 2152 4518 Rev. May 2006 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I I I I I I I I I I I I I I I I � � � � � � � � � � � � � � � � � � � ' — � � � � � � � � � � � � � � � � � � � � � ' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � • �, � J See Sheet ,-A For I ndex of Sheets BEGIN TIP PROJECT U-3330 -L- Sta. 23+25.00 Y1- STA. 17+28.16 LT BEGIN BRIDGE -Y1- STA. 17+40.00 RT N�TES: 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. 2, THIS 15 A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. 3, THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARY OF ROCKY MOUNT. �"I'.�� �I'I��: C��I�� \�C�)I'�"I`I-I � �.�� I'�C�)I. I \ .�� II�1 �'I�1C�)\ C�)I�� I-I I{ ��I-I `�".�� �"� LaCATIa1�: Rocr� �ou�� - US 3�l BYPASS 1�R0'M SR IS36 �MAY DRI �E) T� 11tC 43-45 �BE11t T�E11t UE RDAD j I11tTERCHAII�GE TYPE aF W�RK: GRADl1'1tG, Dl2Al11tAGE, PA V1111�, SIG1'1�ALS,11l�ISE WALL, 1 STRUGTURES, A11�D CULTIERT � i 1� a7 1 fi. 1 r7TLJ. V V R 1 * TRAFFIC SIGNAL -L- POT Sta. 131 +15.Q0 DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS FOR Y1LPC— PLFI PLANS TO �A ���BO Rp �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATI�RES CaMPLETED Pre red in th�e Office of: ,HyDRAULICS ENGI11lEER GRAPHIC SCAI�ES DESIGII� DATA PRDJECT I�E1I�GTH �A LYX ENGINEERS + CON5ULTANT5 NC License # F-1333 Fortnerly Mullwy Englnaers & Coinulta�rta 5 5 5 1 ADT 2016 = 38,58� FOR THE 1'1tORTH CAROLINA DEPT. OF TRA11tSPORTATl011t �� �� ���p� ��, aDT 2U36 = 47,10U 2012 STANDARD SPTsCIFICAT70NS �� �� PLANS K= �o� LENGTH RQA►DWAY TIP PROJECT U-3330 .................. 2.005 M�ies � �� D= 55�o LENGTH STRUCTURE TIP PR4JECT U-3330 0.039 Nlile �G�IT OF WAY DATE; Steve A. Drum, PE srcxATu�: P�� � � �J' O Z �J O �J O � OO . . . . . . . . . . . . . . . . . PROJECT ENGINEER � T= 4%* TOTAL LENGTH TIP PROJECT U-3334 NOVEMBER 21, 2014 ROADWAY DESIGI'1� ' � ......................... 2.�44 Mi les M$chael A. Holt, PE �� �� PR4FILE {HORIZONTAL} V= 50 mph LETTI11tG DAT'E: PROJECT DESIGN ENGlNEER E�GINEER ��� �� 10 5 Q 10 2 0 *TTST 2°� D UAL 2°� MAY 16, 2 017 �� �� A��� FUNCTIONAL CLASS.:URBAN ARTERIAL 5TATEWIDE TIER 11tCDOT CONTACT: �at°ia L. White, PE, PLS P� PROFILE �1/ERTICAL� PROJECT ENGINEER — RQADWAY DESIGN �jGN���: BQUND�4RIES 14ND PROPERTY.• State Li ne ----- ----- �ounty Line --- ---- Township Line -- -- �ity Line - - Reservation Line - - Property Line Existing Iron Pin EO Property Corner � Property Monument � Parcel/Sequence Number �23 Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -w�B- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary WLB EAB EPB HPB Known Contamination Area: Soil -�--�-- Potential Contamination Area: Soil -�--�-- Known Contamination Area: Water -�--�-- Potential Contamination Area: Water -�--�-- Contaminated Site: Known or Potential BIIII.DINGS �4ND DTHER CULTURE: Gas Pump Vent or LVG Tank Cap Sign Well Small Mine Foundation Area Outline Cemetery Building SCI'100I Church Dam HYDROLOGY.• Stream or Body of Water --- 0 0 S 0 � 0 t � � Hydro, Pool or Reservoir �_ _ _ � Jurisdictional Stream �S ... — BufFer Zone 1 az � BufFer Zone 2 Bz � Flow Arrow �--- --- Disappearing Stream �--- --- Spring C��� ��_--� Wetland � Proposed Lateral, Tail, Head Ditch � FL(JW False Sump � ����� �� ����� �L.����� �y �� 1Y ����� �� ���� IYIY � 1L � Note: Not to Scale *S. U.E. = Suhsurface Utility Engi�aeerang R�4ILR0�4DS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RrcxT oF iv��• 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 R1W Marker Proposed Control of Access Line with Concrete CJA 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 TRANSPORTATION 0 A!lLEPOST 35 0 SWITCH t t t t � Proposed Permanent Easement with Iron Pin and Cap Marker R0�4DS �4ND REL�4TED FEI4TURES: Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - �� ,� �n� � =' �:� / \ \ / E E TDE PDE DUE PUE TUE AUE � c F Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal T�EGET�4TION,• Single Tree Single Shrub � � Hedge Woods Line � � � � � � � � - � 4rchard Vi neya rd EXISTING STRUCTURES: MAJOR: 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 Storm Sewer UTILITIES: PowE R: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer I.V�G Power Cable Hand Hole H-Frame Pole I.V�G Power Line LOS B�S.U.E.*} I.V�G Power Line LOS C�S.U,E.*� WG Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower l� Telephone Cable Hand Hole la�G Telephone Cable LOS B�S.U.E.*] - la�G Telephone Cable LOS C[S.U.E.*j - la�G Telephone Cable L4S D[S.U.E.*j - la�G Telephone Conduit L4S B(S.U.E.*j la�G Telephone Conduit L4S C�S.U.E.*� l�G Telephone Conduit L4S D(S.U.E.*) la/IG Fiber Optics �able L45 B(S.U.E.*j la/IG Fiber Optics �able L45 C�S.U.E.*) la/IG Fiber Optics �able L45 D�S.U.E.*) � � � � Vineyard caNc , coNc ww C WATER: Water Manhole Water Meter Water Valve Water Hydrant LI/fG Water Line LOS B�S.U.E*� LI/fGG Water Line LOS C�5. U. E*) U/G Water Line LOS D�S. U. E*} Above Ground Water Line TV: coNc Hw TV Pedestal ----------- ---- ower �--------� W�G N Cable Hand Hole �cB W�G N Cable LOS B(S.U.E.*) W�G N Cable LOS C(S.U.E.*j � l�G N Cable LOS D(S.U.E.*} U/fGG Fiber Optic Cable LOS B�S.U.E.*� 5 U/fGG Fiber Optic Cable LOS C�S.U.E.*} U/fGG Fiber Optic Cable LOS D(S.U.E.*} • • 0 ►� � --r-- T ----TC---- - -TC- - TC - - - -T F4- - - • --rFa--- T FO GAS: Gas Valve Gas Meter U�G Gas Line LOS B(S.U.E.�`� U�G Gas Line LOS C�S.U.E.*) U�G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout LV� 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 4bject Utility Traffic Signal Box Utility Unknown l�G Line LOS B�S.U.E.*� l�G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A� Tank; Water, Gas, Oil Geoenvironmental Boring l�G Test Hole L4S A(S.U.E.*� Abandoned According to Utility Records - End of Information w A/G Water - -TY- - TY ----TYFD--- - -TY FO- TV FO � � ----c---- -c— A/G Gas � O SS A/G Sanitary Sewer ----F55---- - - FSS FSS • 0 0 ❑s — auT� — 0 0 � m AATU R E.O.I. J � PRELIMINARY PAVEMENT SCHEDULE PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, AT C1 AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, C 2 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1�' DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 1.5 IN DEPTH OR GREATER THAN 2" IN DEPTH. PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, C 3 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. D 2 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. D 3 PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.OB, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE D 4 I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. E 2 PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.06, AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. E 3 PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, E 4 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 5.5" IN DEPTH. J1 PROP. 8" AGGEGRATE BASE COURSE L1 CLASS IV SUBGRADE STABILIZATION N1 GEOTEXTILE FOR SOIL STABILIZATION P1 PRIME COAT AT THE RATE OF .35 GAL. PER SQ. YARD R1 2'-6" CONCRETE CURB & GUTTER R 2 1�_6�� CONCRETE CURB & GUTTER R 3 5" MONOLITHIC CONCRETE ISLAND (KEYED IN) R 4 CONCRETE EXPRESSWAY GUTTER R 5 SHOULDER BERM GUTTER R 6 4„ CONCRETE ISLAND COVER R 7 SINGLE FACED CONCRETE BARRIER S 4" CONCRETE SIDEWALK T EARTH MATERIAL �f EXISTING PAVEMENT V1 MILLING ASPHALT PAVEMENT, 3" DEPTH V 2 MILLING ASPHALT PAVEMENT, 1.5" DEPTH W WEDGING NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. MILLING DETAIL MILL NOTCH TO KEY I N 3" MILL 25'-50' U \ AS DIRECTED BY ENGINEER WEDGING DETAILS E4 � _ __1�__� � _- - � 2.5" U 3" MIN. MIN. � E4 � 2.5" ''-- MIN. 3" MIN. DETAIL SHOWING METHOD OF WEDGING NO. 1 FOR -L- STA. 26 + 50.00 TO STA. 131 + 15.00 ORIGINAL GROUND VqR 4_ 1 T� 6:1 6 :� �AR 4�1 �o � �o' 2' R1 .02� D1 �Z� �2� w�C1Xv1 � .025 10' PAVED SHOULDER C1 3' 2�-4�� OFFSET BLOCK POST MATTING FOR R5 � 2'1 EROSION CONTROL � I � \ r --- ��� , --� --�, , � ��� � 12" T � � Ei v SHOULDER BERM GUTTER (STAN DARD 846.01) DETAIL SHOWING SHOULDER BERM GUTTER USE IN CONJUNCTION WITH TYPICAL SECTION NO. 2 -L- STA. 58 + 78.00 TO STA. 59 + 75 +/- LT -L- STA. 62 + 30 +/- TO STA. 62 + 55.00 LT -L- STA. 62 + 30 +/- TO STA. 68 + 50.00 RT � WEDGING DETAILS � � Cl C2I D4 Dl E4 - --1� �-T - �-- - _- - 2.5" U 2.5" -''-- 3" MIN. MIN. 3„ MIN. MIN. DETAIL SHOWING METHOD OF WEDGING NO. 2 FOR -L- STA. 23 + 25.00 TO STA. 26 + 00.00 -Yl-, -Yl RPA-, -Yl RPB-, -Yl LPC-, -Y2 RPA-, -Y2 RPB- -Y2 RPC-, -Y2 LPA-, -Y4-, -Y5-, -Y6-, -Y7A-, / -Y7B-, -Y8-, -Y9- 12' ►� ,DE POI -L- LT , .: .: ��---------- --------------� 6" 11" U GRADE TO THIS LINE E� _ VARIABLE EXISTIN � PAVEMENT � -L- (US 301 BYPASS) i i i 30' MEDIAN 12' 12' SHOULDER WIDENING DETAILS FO R-L-, Y-LI N ES, & RAMPS 3' VAR. �, � VAR. FDPS � �Oe S,A� ,� � P3:� �"� ORIGINAL � GROUND WEDGING DETAILS C� E4 D3) (E4 - '�1� � � ' - _- - 2.5" U 2.5" -'-- 3" MIN. MIN. 3„ MIN. MIN. DETAIL SHOWING METHOD OF WEDGING NO. 3 FOR , -Yl RPD-, -Y3 RPB- SE COURSE ...,.,.�� ,., ,,,,... �INE ' USE AGGREGATE SUBGRADE DETAIL � � ; -L- STA. 34 + 25.00 TO 35 + 75.00 ; -L- STA. 41 + 25.00 TO 43 + 25.00 ; -L- STA. 46 + 75.00 TO 49 + 75.00 � -L- STA. 73 + 25.00 TO 85 + 75.00 � � -L- STA. 89 + 25.00 TO 106 + 75.00 � -L- STA. 109 + 75.00 TO 112 + 25.00 � -L- STA. 123 + 75.00 TO 126 + 75.00 � � i � \ � I'------ � -----T----------- � . � � - - - - - - - - ��\ � --------� ------� , �� ------------ �� � � \ � i _ _ _ _ _ _ _ _ _ _ _ _ _ J � �,,;,,,-- ��, � \���� � � ����� CA LY � � � ENGINEERS + CONSU � VARIABLE EXISTING PAVEMENT FormerlyMulkeyEngineers&C< TYPICAL SECTION NO. 1 -L- STA. 23 + 25.00 TO 26 + 50.00 SEE PLANS FOR AUXILIARY LANE LOCATIONS � o, � N � co PRELIMINARY PAVEMENT SCHEDULE C1 3" S9.5B C2 VAR. S9.5B C3 1.5" S9.5B D1 4" I19.0B D2 3" I19.0B D3 2.5" I19.UB D4 VAR. I19.0B E1 4" B25.OB E2 5" B25.0B E3 5.5" B25.0B E4 VAR. B25.OB J1 8" ABC L1 CLASS IV SUBGRADE STABILIZATION N1 GEOTEXTILE FOR SOIL STABILIZATION P1 PRIME COAT R1 2' - 6" CURB 8� GUTTER R2 1'-6" CURB & GUTTER R3 5" MONO. ISLAND R4 CONC. EXP. GUTTER R5 SH4ULDER BERM GUTTER R6 4" CONCRETE ISLAND COVER R7 SINGLE FACED CONCRETE BARRIER S 4'r CONCRETE SIDEWALK T EARTH MATERIAL U EXISTING PAVEMENT V1 3" MILLING V2 1.5" MILLING W WEDGING NOTE: PAVEMENT EDGE SLOPES ARE 1:1 IJNLE55 SHOWN OTHERWISE � 10' i 6' 3:� I QRIGINAL 6_7 4:� GROUND VAR. SLOPE PROP4SED RETAINING WALL .5' MIN f 12' VARI E; 0'-10' R6 n n n .0�, �, �.025_ WALL 1 E4 E� �Q„ U QRIGINAL GRQUND GRADE TO THIS LINE A USE IN CONJUNCTION WITH TYPICAL SECTI4N N0. 2 -L- STA. 58 + 8� +/- TO STA. bo + oo +i LT 15` 6:�. 8` 10' _ .08 _ T 8' � r��i ■�i, i 4' 12' �ya E1 GRADE TO 12' 4' D2 , .OS �:1 :� T GRADE TO � THIS LINE 0 12' 12' 6' � 4' FDPS � -L- �US 301 BYPASS� � � � 30' MEDIAN 12' � � 9' � 9` i 6' 4` DF F 12' W Cl Yl G�DE POINT � GRADE POINT � Cl W 0�� -L- LT �.p25.035� � .�035.025� -L- RT 025 �� S:I � 5:1 �� � �----------- -- , -- - ------- - � ----------- 10�� ---------___� D2 T T D2 ���� � p.. U E1 E1 U [� 12' GRADE TO GRADE TQ THIS LINE THIS LINE VARIABLE EXISTING TING PAVEMENT TYPICAL SECTION No. 2 -L- STA. 26 + 50.00 TO 60 + 00.50 (BEGIN BRIDGE) -L- STA. 62 + 05.50 {EN D BRI DGEj TO 73 + 90.00 SEE PLANS FOR AUXILIARY LANE LOCATIONS � -L- �US 341 BYPASS} g � � � 12' 33' MEDIAN 12` � � � *VARIES � *VARIES 5.5' 0-11' i O11' S.5' AUX. LAN E ; AUX. LAN E � 0. 75' 0. 75' � 0.75' 0.75` � 4• � 4, � MONO. ; MONO. ISL. Cl � Cl ISL. 12' W Cl Vl GRqDE POINT R3 � R3 GRqDE PQINT � Cl W VARIABLE AUXILIARY / 02� -L- LT LANE CROSS SLaPE -L- RT _,025 � - � -- - -------------- -------------- � „ -------------- --------------� 10" U El �� �� U 10" E1 GRADE TO VARIABLE EXISTING PAVEMENT THIS LINE VARIABLE EXI5TING PAVEMENT PR4P4SED NOISE WALL , NOISE WALL v PRo { 3;� � �.025_ A b:1 0'-10' � B TYPICAL SECTION NO. 3 -� sTA. �3 + 90.0o To 131 + 15.00 * SEE PLANS FOR AUXILIARY LANE LQCATIONS AND BULB4UTS - TRANSITION FROM 30` TO 33' MEDIAN STA. 73 + 90.00 TO 74 + 65.00 ** 0' FROM -L- STA. 125 + 38.40 TO 131 + 15.04 ORIGIN L --- GROUND R7 El � p�� U GRADE TO THIS LINE A USE IN CONJUNCTION WITH TYPICAL SECTION N0. 2 -L- STA. 30 + 8�.70 TO STA. 38 + 45.74 LT 12' U GRADE TO GRADE 12'** E1 L? � 10' 13' W/GR 4' FDF .� T C S' il l' W/G R1 r� �_ USE IN CONJUNCTION WITH TYPICAL SECTION NO. 3 -L- STA. 76 + 00.00 LT. TO 81 + 00.00 LT. SEE PLANS FOR AUXILIARY LANE LOCATIONS 4' i .08 , T PROJECT REFERENCE NO U-3330 ROADWAY DESIGN ENGINEER SHEET NO. 2A-2 PAVEMENT DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES C�MPLETED 30` V,qR 3� � TO 6: 7 '� ORIGINAL GROUND CONCRETE EXPRESSWAY GUTTER C ���� � � C THIS LINE USE IN CONJUNCTION WITH TYPICAL SECTIQN NO. 3 -L- STA. 92 + 40.00 TO STA. 94 + 10.00 RT I NAL JND ALYX� ENGINEERS + CONSULTANTS Formerly Mulkry Enginears 8� Consultents 7500 EAST INDEPENDENCE BOULEVARD, SUITE 1Q0 CHARLOTTE, NC 28227 phone: 704.537.7300 CALYXengineers.com NC License # F-1333 C C c c J � PRELIMINARY PAVEMENT SCHEDULE C1 3" S9 . 5B C2 VAR. S9.5B C3 1.5" S9.5B D1 4" I19.0B D2 3" I19.0B D3 2.5" I19.0B D4 VAR. I19.0B E1 4" B25.0B E2 5" B25.0B E3 5.5" B25.0B E4 VAR. B25.0B J1 8" ABC L1 CLASS IV SUBGRADE STABILIZATION N1 GEOTEXTILE FOR SOIL STABILIZATION P1 PRIME COAT R1 2' - 6" CURB & GUTTER R2 1'-6" CURB & GUTTER R3 5" MONO. ISLAND R4 CONC. EXP. GUTTER R5 SHOULDER BERM GUTTER R6 4" CONCRETE ISLAND COVER R7 SINGLE FACED CONCRETE BARRIER S 4" CONCRETE SIDEWALK T EARTH MATERIAL U EXISTING PAVEMENT V1 3" MILLING V2 1.5" MILLING W WEDGING NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE ORIGINAL GROUND 8� i s� 2' FDPS .08_ VqR 4. � .� � ro 6. � T GRADE TO P� THIS LINE J1 ORIGINAL GROUND �AR 4: I TO 6:� lT ORIGINAL GROUND C�77[�11�►a��:Z�1�P►U7 ,� 12' u � -D ETl - � � ; 12' -,- MEDIAN VARIES - 2.9'-2 4.2' VARIES 2� 0'-11' FDPS AUX LAN E 2' 2' FDPS VARIES 0 -11 ' AUX LANE F GRADE � Cl POI NT � � .02 � .02 � .08 .08 � 6:1 6:� ` o 0 � � , o �o --- ---------;---------- -- »" ' »" � GRADE TO ; P� �� THIS LINE P� �� � TYPICAL SECTION NO. 17 -DETI- STA. 10 + 96.78 TO 19 + 55.00 -DETI- STA. 24 + 97.56 TO 29 + 78.53 -DET2- STA. 10 + 96.78 TO 19 + 51.15 -DET2- STA. 25 + 00.00 TO 29 + 76.29 SEE PLANS FOR AUXILIARY LANE LOCATION� � � 12' � -D ETl - � � ; 12' 15' 12' 12' GRADE � Cl � / 02 POI NT � .02 � � --- --------rt--------- --- 11" � 11„ � � � � -DET2- � � ; 12' , ��� �� �� -� � �� � �: �: � �� � � �� . . �..- ♦.��-�Ii.���Ii.���Iie���/i���/ . %�%s_ r.r...�'�.s..�.��.'.�_�. _,�;+�� / � '� • � � � TYPICAL SECTION NO. 18 -DETI- STA. 19 + 55.00 TO 21 + 10.14 (BEGIN EXIST. BRIDGE) -DETI- STA. 22 + 96.40 (END EXIST. BRIDGE) TO 24 + 97.56 -DET2- STA. 19 + 51.15 TO 21 + 09.27 (BEGIN BRIDGE) -DET2- STA. 22 + 95.28 (END BRIDGE) TO 25 + 00.00 � -Yl 3 D ET- � � 8' IL VARIES 12' - 18' ,�_VARIES 0' - 12' �_ 12' 2' FDPS .08 VAR 4:1 T� � �� � 6;� GRADE TO T THIS LINE Pl J1 VqR4.�To 6:� � - $, 2' FDPS .08 � � GRADE ; Cl � 02 POI NT � .02 � � � --��----------------t----------------------- 11" � 11" -- � � TYPICAL SECTION NO. 19 -Y13DET- STA. 11 + 38.57 TO 12 + 90.11 � � -Y13 D ET- , � �2' -;- � GRADE � / 02 POI NT ; .02 � E� � J1 E:il 2' FDPS .0� VqR 3. � To 6:� GRADE TO T ru�r i �w�r 2' FDPS .� � VAR 3' � r0 6:� T 8' 2' FDPS .08 � o VqR3:�T O 6.� Pl GRADE TO T THIS LINE J1 2 4' C1 .02 � � 11" T P� J1 TYPICAL SECTION NO. 20 -Y13DET- STA. 13 + 67.08 TO 14 + 40.55 GRADE TO THIS LINE � 2' FDPS .08 . VqR3.,To 6:� T 6' PR4JECT REFERENCE N0. 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BARRIER ��� � ` �I� - PINC . +99.54 ��T -L - SC Sta. 77 t - PT Sta. ll +14.52 BEGIN CONSTRUCTION -Y2RPC- POC Sto. lOfl0AC1 T RANSIT 10N MEDIAN FROM 30' T 0 33' -L - STA. 73+90.00 TO STA. 74f65.00 -Y -Y2- PI Sta 20+46r86 �= 9� 50' 42.2' ILTJ a = r oa oo.o� L = 984.51' T = 493.47' R = 5,729.58' � ti. � c°"----- �' �i m y� � � CONC_+__ _ � � � � o� �. ----- t V 4�y � � ~ 11l � l � i�� � � 1��., , C �I� � ���� � 4 m ���� � � lID ti��r r' � m 4 � � ���� t � � � �1�� � �� � I 1',., �t �yI � � � 1 Fl I� 1 � � �� } �� `� � � �11� . ti � -0R -L- PROFILE SEE SHT.16 -4R -Y2RPB- & -Y2RPC- PR4FILE SEE SHT.2.3 �EE SHT. 2D-1 FUR DITCH DETAILS �EE SHT.2B-2 FOR INTERSECTIdN DETAIL� AL`1�XTM � ENGIfVEERS + GONSULTANTS Fartnerly Mulkey Enginoars & Comulta� 75Q0 EAST INDEPENDENCE BOl1LEVARD, SUITE 1 QO CHARLOTTE, NC 28227 phvne: 704.537.7300 CALYXengineers.tom f+JC License # F-1333 0 � � m o oG y �� � �p� oaW Z V O�� oc,O Q a W az� 00� a~z ��3 Q O 3� � � ��W� �_"�� GUr Od D��Q �p�� my�� o� �o�� ��u'N O�g� � J Z W �NOQ ���� w ..� Z o�"'O ` W mC�,�4 H ����Z Z m��y � �Ho2 � ��vC� � �{r� W J zW�z u��� �aZa � �Zwomc OVH C�Wy mOoWcp ��LLH �m�� Z ❑ Ot�/�W� Q�� m�� G�Q� -��W°a oU� ., a�ZZ� E �J Z�Z� cQp� �3�z 0�0 W p=�O ��aZ � � �w�ryW� �?ag QN�V chX�O �W�Z ���� H Q W � ��Q� ��aQ I •• �� o��S o� � . - . � � � � �� Y. 2RPA- SC Sta.13 � � � -Y2RPA- � � BEGIN CO 1 N � �. � + °� Pls Sta 13 +22.59 PI Sta 14 +75.37 Pls Sta 16 +25.22 Pls Sta 77 +22. -r2�Pa - Pos sta. �o +50.03 � �� � � �� es =� o�� �Tre �= 23° 59' 04.2" (RT 1 es = 8� o�' 17J° es = r oT� 29.� F �� + 1� Ls = 140.00' D= 11' 27' 33.0" Ls = 140.00' Ls = 150.00' � � ----�� � . � � '-� \ �� jj LT = 93.43' L= 209.30' LT = 93.43' LT = 100.00' W �' - ��� '' ST = 46.75' T= 106.21' ST = 46.75' ST = 50.00' � ro ~~� � �`� � \�� � �- o��� R = 500.00' . \ Ex�sr.c�c �F �� \ �, \ N �� �, � o �i SUPER = EXIST. � ,�T �� � � �� 1 �y ; �F,� � �. \ � � 4� _ + `� \ `� �� �� 1 -Y6 POT Sta.10+00.00 � 1 � `\ ` , l �� J � ; � ��..� � `.� � 1 �'� � x �� �ph� � �- /'� Y2LPA-► P.�ta. 10+00. 1 N- � �. �. `� � B� CONS C r�qJV 'P � � CB � �� � � X Q -Y6� 1 5 ' �� \ � � . .q.7 P o 23'85T 24' C&G L� �� ' � ,�� �5"�� � 1V 39 51'24" E � I \ � \ ---- _ �� � ,� � � S r 233.06' �� � � `�\ �-o� �1 � � � � , ZRPA� CS 4 0 � +30.94 Y2RPAr - �� � W -Y2LPA-� � CS Sta.12� .03 .� • � , } � � n ;,_ �o�.o�' �3 � . � � _ c� 5 � BEGIN WW FENCE � �°, -L - PI Sta 87+38.46 Pls Sta 97+15J1 o= 28° 23� 35.4" lRT i es = r oT� 2�.T� D= 1' 29' 59.6" Ls = 150.00' L = 1,893.02' LT = 100.00' T = 966.37' ST = 50.00' R = 3,820.00' SUPER = 0.03 RO = 150.00' ^ � y SS �� TRAFFIC DIAGRAM 44 WORD �y� �o 0 jyTA�ERNACLE 4 ADT 2016 �� 3,900 � 4'3 l P��iP C 30i l ADT 2036 � 4,700 ��� 27��G 122 O ��i W esr � +9�'DO -Y6- 3,�00 = 8�0 36.00 ;, `% � 3s,3oo ��8�� �.aoo �b,000 PR4JECT REFERENCE N0. U -3330 RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 8 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ' � . . . . . . t � x � � � fl� - � � ° -L- 46,700 43,900 -L- }� �`� � }l }} 1 , �'o ti � � s � - ao.00� I . o � � � � `` � �� ��, i I�� j DAVID E. GOHEE & MARISSA HENDERSON, 4 �� � �$Tl US 301 BYPASS 1 ll � 1 � � � -� �. +57.fi3 -Y2RP� � r � xrsr �x _ � 1 1 � N ti� X� � R� CO TRUSTEE OF THE � E 4 /- 1 � � �! 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' ° UNKNOWN _Y9 _ Pl Sto l2 +93.66 p = l7° 43' 17.2" (LT ) D = 9° l8' S9.0" L = 190.22' T = 95.87' R = 6/5.00' SUPER = EXIST. z � 0 � � a �2 �� \ 23.00 - 105. 0' FENCE 5 `G C 55.00 -Y9- �� �ND WW FENCE \ E R /W � F X�S XIS IN WW FEN p� TURB SIGN I �T � I N C/A w • esr N \\ o \\ �/W AC UISITION � a r isB�Bus � � �� E T. &G � °� �� N N ,� \\ _ � o� � � �� \ � - \\ - P %S�O.i1 �%�..39 I THOMAS G. CLIETT 3������ -: \� m \\� �' coNc I DB 1130 PG 87 � , � \\ `�\ � � s � 7/ - \��Z \ \\ � \\ � s O ,� � � .. �� �� -�� �� 6�9 �� a � � O � � \ � � �� ��� � �� � ��\ � � � CUE T T INC. � \� �� �� \ �� UNKNOWN 1 ��. � �� ��� � � � \\ \� \ . \\\� 2`�,. � \ 1\ \\ \ � \9, �6, �\ \� 6�'. � � C TOP = 93.30' __ \\ , �B\\ \, � � , P .,, c�, �� � �\\ \\ o ; � bE�P z I � \ � _ _ CALY T � � � ENGINEERS + CONSULTANTS Formerly Mulkey Engineers & Consultants 7500 EAST INDEPENDENCE BOULEVARD, SUITE 100 CHARLOTTE, NC 28227 phone: 704.537.7300 CALYXengineers.com NC License # F-1333 tP p � � -Y9 - PT Sta. l3 +88.00 � FOR CULV ERT SEE SHEET S C-1 T HROUGH C-? �RIV EW AY RADII ARE 25' UNLESS OT HERW lSE NOT EL � �OR -L - PROFILE SEE SHT o l8 & l9 �OR -Y8 -& -Y9 - PROFILE SEE SHT o 25 EE SHT o 2D -1 FOR DlT CH DET AILS EE SHT o 2B -4 FOR lNT ERSECT lON DET AlL 0 � � 0 a � � 0 � J W � � 0 W O Z � H S Z U � O � ? 0 W � a 0 a C� O m � � � � J V Z � a 3 � O _ � Z H W � W Q 0 � _ � O � S P'IS Sta 10+60.00 6s = 2° 04' 45.4" Ls = 90.00' LT = 60.00' ST = 30.00' —Y3RPB— PI Sta 12+68.57 � _ 'CJ G3� Z��a ILI � D = 4' 37' 14.3" L = 354.70' T = 178.57' R = 1,240.00' SUPER = 0.045 PI Sta 16+13J0 �= 19° 53' S7.1� fLTi Q = 5' 58' 05.9" L = 333.41` T = 168.40' R = 960.00' dDT 201b ADT 2036 TRAFFIC pIAGRAM � 22,800 � 27,800 V z 3,300 25,200 4,100 � -L- 3Q,80Q �/ US 301 BYPASS �ao� �ao 18,900 23,100 �,soo 2,10� 24,100 29,3Q0 _� �7Dp 9DQ � � � U Z —Y3RPB— PT Sta.17+78J1 � � � � �o � __ ��- / � i � �+�, � ��`_- --� -- — —_� ,�� _ �� c.v'F N � ; ` � � � =� � / . ��� � x � � ; ��. �1 �~�= =_ ��=��= � ,��� o ��� --- ----------�oo / � � � � n � �� / � ��tp� � I � � � � END CONSTRUCT ION l5 + 94.70 Y3RR� � � � � � ------ � I �x R �w �,.� � �/ HAM NE 0� PPOPERTIE� I� � � ; z� I -Y3RPB- POC Sta. 14+94.TO ENd � �s�� � 7O Q 2 0 Z�G 85 y� � ; 8• FENCE � � � __� � t+ o N 155TONEBUS I � I� �------ . i HENDON GOLDENEAST OIJT PARCEL LLC / �/� /� 15B s �, N � o� �� DB 2296 PG 634 . o� esr � �� N NO CLAIM N 15BKBU5 I I �25+�o I 15 / �/ /�30+0� ---- Z GMRI A FLORIDA CORP. � uic � esr NO CLAIM � N O C L A I M � DB 2422 PG 946 � o+ � KANCOV IhIVESTMENTS PRTNSHP esr � � N �� + � I 4 � �= hr- UB 1452 PG 372 � a�, -Y3RPB- PCC Sta. 14+44.70 � f../ coNc _� � I �I �� 72 l �' Z ��-- 7� N� N ��f / � � ���N ~ - Y3 R PB- T ta. 10 f0 .OD � I Z �'"', 113 REMOVE -� � I ,_ O �L J � � -� - PDT St � f48.Z � � a� cs,c � � � � _ � + RETAI � �G� 2GI o C � z�' �°N� � � � � 2 o d �52.5' LT J I RETAIN 2 Y 3 R P 8 S C S 1 0 9 0. 0 0 �,��� r� �� _ p 150' LEFT � I � 0 - ��' R� � � B � • � PR �� � -- ��� � �°'O 'Gl� � W 11RN T,4P � E � � E � E � o � E� �� � EIP Zp� RC� _ F ���'`IS" RCP-IY a REMOVE W rn r EYE+ � Nr �� ry � u/G GAS VALVES RETAI � +%1.4% -L- � a� - � � �� r � �� � � za� c&c � � —J ��-== � �t� i = � ss - ss a� EX R /VY EIP n� __ �- �_____�_—__ � _���_ _ - - � F ��j�� \� �� �� 1119 � � � PROP�47" ' CE �A� 12" RCP �• -- -24�� RCP _-- -^ ____ _ _ --_ ~�~� �� �f �e oi � - --- �� � ��rCONC/ -- -^-^__---�- ^ ^ � NG � � C� 2�� g�----- � _ � ^ ^ ^ ^ ^ C0 �1 C NC � � � J � � �- ��. 1115 • / RETAI N N 30� RCP�~ --Q, — _ ___ 24 RCP �___=__ __ - p� � SPECIAL CUT DITCH 1�11 � � � GI �� . 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CLIETT DB u30 PG 87 �� a,oT Zoi6 ADT 2036 25,400 _� 31,000 � TRAFFIC DIAGRAM us 30� aYP,4ss �oa� 400 400 �ao ��oa �00 Z J � W m J I ��' � �+sa.00 _ _ 1 er`� � �\���'A �� ` � � \ � ;s: �' � � '� p � � � I�\ = EX R /W �� 3p ��� , �� �� \ \ � 'QC� CBi12" RCP � � ; � � " �� � �� BEGIN �� � �� � JAN H. BASS \ �. \ � � N� � / � � r 15BKB115 � � � FENCE s� \ ���\ � • DB 2704 PG 395 � ¢ , � � � � �ll 3\:� � � � � / � j r��a � � �� esr \��� 1108 `' \ c� \ `�� \\�� �� � �'�C ? �c� ' 0 / S �� � �,. � w 73 B� � \ \\ � `\, � � , —J ,� �\ \ �� I � p I '� \\� BM#3 g' \ � �} �� -� ''' �'�,o `� � � � � h �3 � �� �ON� � \ / -BL-120+82 188' RT I � �� � � I �� � b " � �, ELEV.=1f0.58' �i � � / . �' � I \ � � � � � � \ '� �� �ST � 1 -�, . a � � I ��, � I� � B� i�� �� �� X 4 i � \ � I ��� CHAMBLISS & RABIL � ISBKBUS \`� \ I I � I� � PROPERTIES LLC � \ �. 25,200 30,800 _� ISBKBUS � HILLMAN Q BASS JR. &WIFE JAN H. DB 1168 PG 536 )RIVEWAY RADII ARE 25' UNLESS CITHERWISE NOTE1 --'T% CB � �2e R�P // CB �� ��� ��� ,. � , , _ �. � � ! HATTIE T.BARRETT UNKWQWN ALYXTM �NGINEERS + CONSULTANTS Formerly Mullroy Engineers & Cnneultant4 � 7500 EAST lNDEPENDENCE �OR —L — PRaFILE SEE SHT.19 & 2c �OR —Y3RP8— PROFILE SEE SHT.2. �EE SHT.2D-1 FOR �ITCH DETAILS BOULEVARD, SUITE 140 CHARLOTTE, NC 28227 phone: 704.537.7300 CALYXengineers.com NC License # F-1333