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Home My WebLink About20161096 Ver 1_B-5383 Avery November 10 2016_20161110T�iCU! SF? O 1"'tCI L'[ 0I! November 10, 2016 U.S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mr. Steven L. Kichefski NCDOT Coordinator PAT McCR�RY Governor NICHULAS J. TENNYSQN Serretary Subject: Application for Section 404 Nationwide Permits 13, 33 and Section 401 Water Quality Certification for the Proposed Replacement of Bridge 143 on SR 1536 over the Linville River in Avery County, Federal Aid Project No. BRZ-1536(5); TIP B-5383, Division 11; $240.00 Debit Work Order WBS Element 46098.1.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 143 on SR 1536 (Greene Road) over the Linville River in Avery County with a two span, 45 feet long cored slab bridge on the existing alignment. The existing bridge will be utilized as an onsite detour during construction. There will be 63 lf of permanent impacts to surface waters from bank stabilization. There will be <0.01 acre of temporary impacts to open waters from the onsite detour and 8 lf of permanent impacts to open waters from outlet protection on a new 24" RCP. No mitigation will be required for the permanent impacts from this project. Please see enclosed copies of the Pre-Construction Notification (PCN), PJD Form; NCWRC Letter; Stormwater Management Plan, Permit Drawings, and Roadway Plansheets. A Categorical Exclusion (CE) was completed in October 2015 and distributed shortly thereafter. Additional copies are available upon request. This project is located in a trout county; therefore comments from the NCWRC will be required prior to authorization by the Corps of Engineers. By copy of this letter and attachment, NCDOT hereby requests NCWRC Review. NCDOT requests that NCWRC forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application. This project calls for a letting date of February 21, 2017 and a review date of January 3, 2017. �Nothing Gompares� State of North Carolina I Department of Transportation � PDEA-Natural Envuonment Section 1020 Buch Ridge Ddve, 27610 I 1598 Mail Service Center � Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-5785 F A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please call Jeff Hemphill at (919) 707-6126. Sincerely, �,% ,��- Philip S. Harris, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List �aF wArE9Q Office Use Only: � � o c Corps action ID no. ��. , � � � DWQ project no. � �` Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13,33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: � Yes ❑ No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge 143 over the Linville River on SR 1536 (Greene Road) 2b. County: Avery 2c. Nearest municipality / town: Crossnore 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5383 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) 707-6126 3g. Fax no.: (919) 212-5785 3h. Email address: jhemphill@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: 36.00361 Longitude: - (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 0.41 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Linville River proposed project: 2b. Water Quality Classification of nearest receiving water: B;Tr 2c. River basin: Catawba 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: Forest communities, minor residential and business development 3b. List the total estimated acreage of all existing wetlands on the property: 0.02 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 80 If 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a two span 62-foot wood & steel I beam bridge with a twio span, 90' precast concrete core slab bridge on the existing alignment and a onsite detour bridge that will be constructed to the south of the exisiting bridge. 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 for this property / � Yes � No ❑ Unknown project (including all prior phases) in the past? Comments: 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: Name (if known): Other: NCDOT 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 7/27/2011 w/ Lori Beckwith — she said she would issue a verification at permitting 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 Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem orar T Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 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 intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ — non-404, (feet) other) Site 1❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 1❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 2� P❑ T Bank Linville River � PER ❑ Corps 63 Stabilization ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER � Corps ❑ INT � DWQ Site ❑ P❑ T ❑ PER � Corps ❑ INT � DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 63 If Perm 0 temp . Comments: 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tem ora T 01 � P❑ T Outlet protection Pond <0.01 01 ❑ P� T Detour Pond <0.01 03 ❑P❑T 04 ❑P❑T <0.01 Permanent 4f. Total open water impacts <0.01 Temporary 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded 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 im acts below. If an im acts re uire 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? 61 ❑P❑T ❑Yes ❑ No 62 ❑ P ❑ T ❑ Yes ❑ No 63 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See Stormwater Management Plan. The middle bent of the new bridge will be out of the water on a bedrock outcropping. No deck drains will be required on the proposed bridge. A Letter from the North Carolina Wildlife Resources Commission (NCWRC) dated June 27, 2012 lists a trout moratorium for the Linville River from October 15 to April 15. Design Standards in Sensitive Watersheds will be implemented for this project. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices for Surface Waters will be used during all phases of construction. 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? ❑ 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: 0 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that 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 Zone 2 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 no, explain why. ❑ Yes � No Comments: 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. ❑ 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 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No NA 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No NA 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No NA 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 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? . 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field O�ce you have contacted. � Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? N.C. Natural Heritage Program database; USFWS-website; biological surveys for protected species listed for Avery County. Biological Conclusions of "No Effect"/No Habitat were rendered for Virginia big-eared bat after onsite evaluations in June 2012 A bat survey report dated June 15, 2016 determined NCDOT is in compliance with the 4(d) rules for this project and a call of No Effect for Virginia big-eared bat. Andrew Henderson of USFWS in email correspondence dated October 20, 2016, stated that the biological conclusion for the recently listed gray bat is No Effect. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA Sc. What source(s) did you use to make the floodplain determination? FEMA Maps , P�t�� s r-�,�Q��S�P �. � �� " -- I(-�o--Z�i �' Applicant/AgenYs Printed Name Applicant/Agent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 ATTACHMENT A PRELfMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Jeffrey Hemphill, NCDOT PDEA, Century Center Building B, 1020 Birch Ridge Drive, Raleigh, NC 27610 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Replacement of Bridge 143 over the Linville River on SR 1536 (Greene Road). (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: AVery Clt)/: Crossnore Center coordinates of site (lat/long in degree decimal format): Lat. 36.00361 °N; Long. -81.93576 °W. Universal Transverse Mercator: Se�ect Name of nearest waterbody: ��n��e R��e� Identify (estimate) amount of waters in the review area: Non-wetland waters: linear feet: width (ft) and/or acres. Cowardin Class: Stream Flow: Wetlands: acres. Cowardin Class: Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non-Tidal: 1 E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): �✓ Office (Desk) Determination. Date: september2o, 2o�s � Field Determination. Date(s): SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, w�e checked and requested, appropriately reference sources below): ✓ Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: rvc�or � Data sheets prepared/submitted by or on behalf of the app ' nt/consultant. Office concurs with data sheets/delineafion report. Office does not concur with data sheets/delineation report. � Data sheets prepared by the Corps: ❑ Corps navigable waters' study: � U.S. Geological Survey Hydrologic Atlas: � USGS NHD data � USGS 8 and 12 digit HUC maps � U.S. Geological Survey map(s). Cite scale & quad name: Newland ❑ USDA Natural Resources Conservation Service Soil Survey. Citation: ❑ National wetlands inventory map(s). Cite name: ❑ State/Local wetland inventory map(s): ❑ FEMA/FIRM maps: � 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑ Photographs: '� Aerial (Name & Date): Nc�oT 20�2 or Other (Name & Date): � Previous determination(s). File no. and date of response letter: � Other information (please specify): 2 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. 3 This preliminary JD finds that there umay be" waters af the United States on the subjec# project site, and identifies all aquatic features on the site that could be affected by the propased activity, based on the following information: IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified bv the Corps and should not be relied upon for later iurisdictional determinations. Signa#ure and date of Regulatory Project Manager (REQUIRED) � y��'gha�fe at of ` persdn re esti preliminary ,i (REQUIRED, unless obtaining the signature is impracticable) Estimated Amount Site Cowardin of Aquatic Resource Class of Aquatic Number Latitude Longitude Class in the Review Area Resource (lin. ft or ac.) Site 1 36.00361 -81.93576 R3UB1 80 Perennial Stream � North Carolina Wildlife Resources Commission � Gordon Myers, Executive Director TO FROM DATE Carla Dagnino, Project Management, Western Region Natural Environment Section, PDEA Branch, NCDOT Marla Chambers, Western NCDOT Permit Coordinator Habitat Conservation Program, NCWRC June 27, 2012 � ' l ��'�z�- (�l�l.Ct �YrLU�-�_: SUBJECT: Scoping review of NCDOT's proposed replacements in Avery, Burke, Rutherford, Transylvania and Wilkes Counties. TIP Nos. B-5380, B-5383, B- 5398, B-5397, B-4823 and B-5381.. North Carolina Department of Transportation (NCDOT) has requested comments from the North Carolina Wildlife Resources Commission (NCWRC) regarding impacts to fish and wildlife resources resulting from the subject project. Staff biologists have reviewed the information provided. The following preliminary comments are provided in accordance with the provisions of the National Environmental Policy Act (42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; ]6 U.S.C. 661-667d). Our standard recommendations for bridge replacement projects of this scope are as follows: 2 3 C! We generally prefer spanning structures. Spanning structures usually do not require work within the stream and do not require stream channel realignment. The horizontal and vertical clearances provided by bridges allows for human and wildlife passage beneath the structure, does not block fish passage, and does not block navigation by canoeists and boaters. Bridge deck drains should not discharge directly into the stream. Live concrete should not be allowed to contact the water in or entering into the stream. If possible, bridge supports (bents) should not be placed in the stream. Mailing Address: N.C. Wildlifc Resources Commission • 1701 Mail Scrvice Center • Ralcigh NC 27699-1701 Telephone: (919) 707-0010 Bridge scopings June 27, 2012 5. If temporary access roads or detours are constructed, they should be removed back to original ground elevations immediately upon the completion of the project. Disturbed areas should be seeded or mulched to stabilize the soil and native tree species should be planted with a spacing of not more than 10'x10'. If possible, when using temporary structures the area should be cleared but not grubbed. Clearing the area with chain saws, mowers, bush-hogs, or other mechanized equipment and leaving the stumps and root mat intact, allows the area to revegetate naturally and minimizes disturbed soil. 6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the stream underneath the bridge. 7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army Corps of Engineers nationwide and general `404' permits. We have the option of requesting additional measures to protect trout and trout habitat and we can recommend that the project require an individual `404' permit. 8. In streams that contain threatened or endangered species, Mr. Logan Williams with the NCDOT - ONE should be notified. Special measures to protect these sensitive species may be required. NCDOT should also contact the U.S. Fish and Wildlife Service for information on requirements of the Endangered Species Act as it relates to the project. 9. In streams that are used by anadromous fish, the NCDOT official policy entitled "Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should be followed. 10. In areas with significant fisheries for sunfish, seasonal exclusions may also be recommended. 11. Sedimentation and erosion control measures sufficient to protect aquatic resources must be implemented prior to any ground disturbing activities. Structures should be maintained regularly, especially following rainfall events. 12. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 15 days of ground disturbing activities to provide long-term erosion control. 13. All work in or adjacent to stream waters should be conducted in a dry work area. Sandbags, rock berms, cofferdams, or other diversion structures should be used where possible to prevent excavation in flowing water. 14. Heavy equipment should be operated from the bank rather than in stream channels in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into streams. 15. Only clean, sediment-free rock should be used as temporary fill (causeways), and should be removed without excessive disturbance of the natural stream bottom when construction is completed. Bridge scopings June 27, 2012 16. During subsurface investigations, equipment should be inspected daily and maintained to prevent contamination of surface waters from leaking fuels, lubricants, hydraulic fluids, or other toxic materials. 17. If culvert installation is being considered, conduct subsurface investigations prior to structure design to determine design options and constraints and to ensure that wildlife passage issues are addressed. If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are used: The culvert must be designed to allow for aquatic life and fish passage. Generally, the culvert or pipe invert should be buried at least 1 foot below the natural streambed (measured from the natural thalweg depth). If multiple barrels are required, barrels other than the base flow barrel(s) should be placed on or near stream bankfull or floodplain bench elevation (similar to Lyonsfield design). These should be reconnected to floodplain benches as appropriate. This may be accomplished by utilizing sills on the upstream end to restrict or divert flow to the base flow barrel(s). Silled barrels should be filled with sediment so as not to cause noxious or mosquito breeding conditions. Sufficient water depth should be provided in the base flow barrel during low flows to accommodate fish movement. If culverts are longer than 40-SO linear feet, alternating or notched baffles should be installed in a manner that mimics existing stream pattern. This should enhance aquatic life passage: 1) by depositing sediments in the barrel, 2) by maintaining channel depth and flow regimes, and 3) by providing resting places for fish and other aquatic organisms. In essence, the base flow barrel(s) should provide a continuum of water depth and channel width without substantial modifications of velocity. 2. If multiple pipes or cells are used, at least one pipe or box should be designed to remain dry during normal flows to allow for wildlife passage. 3. Culverts or pipes should be situated along the existing channel alignment whenever possible to avoid channel realignment. Widening the stream channel must be avoided. Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage. 4. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that precludes aquatic life passage. Bioengineering boulders or structures should be professionally designed, sized, and installed. In most cases, we prefer the replacement of the existing structure at the same location with road closure. If road closure is not feasible, a temporary detour should be designed and located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing stream banks. If the structure will be on a new alignment, the old structure should be removed and the approach fills removed from the 100-year floodplain. Approach fills should be removed down to the Bridge scopings 4 June 27, 2012 natural ground elevation. The area should be stabilized with grass and planted with native tree species. Tall fescue should not be used in riparian areas. If the area that is reclaimed was previously wetlands, NCDOT should restore the area to wetlands. If successful, the site may be used as wetland mitigation for the subject project or other projects in the watershed. Project specific comments: 1. B-5380, Avery Co., Bridge No. 141 over Fall Branch on SR 1114 (Big Plumtree Cr. Rd). Fall Branch supports wild rainbow and brown trout in the project area. A moratorium prohibiting in-stream work and land disturbance within the 25-foot trout buffer is recommended from October 15 to April 15 to protect the egg and fry stages of trout. Sediment and erosion control measures should adhere to the Design Standards in Sensitive Watersheds. 2. B-5383, Avery Co., Bridge No. 143 over Linville R., on SR 1536 (Greene Rd). Linville River is Hatchery Supported Designated Public Mountain Trout Water (HS-DPMTW) and supports wild brown trout in the project area. A moratorium prohibiting in-stream work and land disturbance within the 25-foot trout buffer is recommended from October 15 to April 15 to protect the egg and fry stages of trout. Sediment and erosion control measures should adhere to the Design Standards in Sensitive Watersheds. We also recommend that NCDOT incorporate angler access into their plans for this project for safe public access, in accordance with the MOA between our agencies. 3. B-5398, Burke Co., Bridge No. 21 over Henry Fork River on SR 1803 (Johnson Bridge Rd.). To protect the egg and fry stages of spawning smallmouth bass, a popular game fish, we recommend that NCDOT voluntarily make special efforts to prevent sediment from entering the waterway from May 1 to July 15. We also recommend that NCDOT incorporate angler access parking into their plans for this project for safe public access, in accordance with the MOA between our agencies. 4. B-5397, Rutherford Co., Bridge No. 51 over Floyds Creek on SR 2213 (Bethany Church Rd.). Rare species of fish and crayfish occur in Floyds Creek. Stringent sedimentation and erosion control measures and standard recommendations should apply. 5. B-4823, Transylvania Co., Bridge No. 12 over E. Branch of French Broad R.? (Appears to be Hogsed Creek) on SR 1538 (Becky Mountain Rd.). This stream supports wild rainbow and brown trout in the project area. A moratorium prohibiting in-stream work and land disturbance within the 25-foot trout buffer is recommended from October 15 to April 15 to protect the egg and fry stages of trout. Sediment and erosion control measures should adhere to the Design Standards in Sensitive Watersheds. 6. B-5381, Wilkes Co., Bridge No. 403 over Harley Creek? (Appears to be Little Creek) on SR 1302. No special concerns are indicated at this time. Standard recommendations should apply. Bridge scopings June 27, 2012 We request that NCDOT routinely minimize adverse impacts to fish and wildlife resources in the vicinity of bridge replacements. The NCDOT should install and maintain sedimentation control measures throughout the life of the project and prevent wet concrete from contacting water in or entering into these streams. Replacement of bridges with spanning structures of some type, as opposed to pipe or box culverts, is recommended in most cases. Spanning structures allow wildlife passage along streambanks, reducing habitat fragmentation and vehicle related mortality at highway crossings. If you need further assistance or information on NCWRC concerns regarding bridge replacements, please contact me at (704) 485-8291. Thank you for the opportunity to review and comment on this project. cc: Mike Parker, NCDWQ Amy Euliss, NCDWQ Jason Mayes, USFWS [ Il,t;l ltir'Ei�' North Carolina Department of Transportation .y[�»�n��vt�tPr ,� . . . Highway Stormwater Program �;� STORMWATER MANAGEMENT PLAN - - (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 46098.1.1 TIP No.: B-5383 County(ies): Avery Page 1 of 1 General Project Information WBS Element: 46098.1.1 TIP Number: B-5383 Project Type: Bridge Replacement Date: 2/29/2016 NCDOT Contact: Chris Lewis Contractor / Designer: Address: 1020 Birch Ridge Dr. Address: Raleigh, NC 27610 Phone: 919 707-6714 Phone: Email: crlewis2 ncdot. ov Email: Cit ITown: Crossnore Count ies : Ave River Basin s): Catawba CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro�ect Len th iin. miles or feet : 0.10 Surroundin Land Use: Rural Proposed Pro"ect Existin Site Pro'ect Buiit-Upon Area ac. 0.3 ac. 0.3 ac. Typical Cross Section Description: 2-10' Lanes with 3' shoulders, 7' with guardrail Single lane road with approximate 3' shoulders Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 186 Year: 2036 Existin : 114 Year: 2016 General Project Narrative: B-5383 is the replacement of Bridge 143 in Avery County. The existing structure is a low water bridge with 2@31' spans for a total length of 62'. The bridge is timber decking on (Description of Minimization of Water I-beams with a 9" rub-rail. The existing structure has no deck drains, however slots in the rub-rail allow water to runoff into the river. The proposed replacement for bridge 143 Quality Impacts) is a 2@45' 18" cored slab structure with T-101 railing. The proposed interior bent will be in the location of the existing bent, which is not in the normal water surface. Rock plating is proposed on the east side of the structure to protect the fill slope during overtopping events. Waterbody Information Surface Water Body (1): Linville River NCDWR Stream Index No.: 11-29-(4.5) NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: Trout Waters (Tr) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �3 �S C � � � � � V � � O V See Sheet 9-A For Zndex of Sheets NOTES: CLEARING ON THIS PROJECT SHOULD BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. SEE SHEET 4A FOR DETOUR. GRAPHIC SCALES 20 10 0 20 40 PLANS 10 5 0 10 20 PROFILE (HORIZONTAL) 2 1 0 2 4 PROFILE (VERTICAL) DESIGN DATA ADT 2016 = 114 ADT 2036 = 186 K = 14 % D = 60 % T = 8 % * V = 40 MPH * TTST =1 % DUAL 7 FUNC CLASS = LOCAL SUB-REGIONAL TIER ��i°�� I � �IF �� I��II��1�� A T�ER Y CO U1�lTY LOCATI0IV: BRIDGE NO.143 OVER L711IVILLE RIVER ON SR 1536 (GREENE ROAD) TYPE OF WORK GRADIIVG, DRAi11lAGE, PAVING, GUARDRAIL, A1VD STRUCTURES WETLAND AND SURFACE WATE� MPAC� PERMIT , � S/ / /� / / � �� // I' � �s' ; � ��; ��' `'s �— S ITE 2 � � ��V � � �z � �� I � i r � I II ��— I�� I a 'S-- � I J ��, �� PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-5383 = 0.085 MI LENGTH STRUCTURE TIP PROJECT B-5383 = 0.017 MI TOTAL LENGTH TIP PROJECT B-5383 = 0.102 MI � � � � � � � � � � � �� f � � --- --� � i Prepo�ed !n !he Office of: DIVISI011t OF HIGHWAYS ]000 Birch Ridge Dr., Raleigh NC, 27610 2012 ST9NDARD SPEC/FICATPoNS �� B-5383 46098.1.1 BRZ-1536 (5' 46098.2.1 I 46098.2.2 � P.E. RW UTI L. 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REFERENCE NO. SHEET NO. N r B-5383 X-4 � � � � I I � � � � � � � P R I WIN N I I � H E F 10 � I I � I I � I I j � i I � � / 1 � I I . I � I I � m / I I / / I I I � I / 1 � / / I o / ho , � 1 0 / r I � � ' � ' I '� / / � _ _ _ _ _ � - - - _. I ... '� � -. _ 1 _ _ _ � � _ _ - _ I N N I M I I I 0 0 � 0 0 � o. � o O � � I � O � � � � IM � M + M + M + M � I � I O O � �� O O N N r r � � � O O I O 1 O I � � I I I I � �,s�. I I I � � I N I � �� I I ( � I � � I � � I I x —. — � \ \ — _\ � — _ � — � � 1 I_ _ _— C0. 1_ _— 1 , — _ _ — --- _ � —_. , _— — _ — _. o � � J _ , E ° -E _ �--- ---{ _ _ - - �- �- � _ O � �� I I °° `�� o � ti • % � I • �}f� � / I�� , J ( �� , I� I ��, _ ��. � � �°� � I� � � � �i , 1 ^ � m 4 PART OF O 1� � I ;� I DB 068 PG Si5 i I I� I _ � NC DEPT.OF ADMIN I� c ��P �B 36 PG 506 � TAX MAP z qVE � ' � � I � �"� � W°�� ; � � �� I � I � AUE� ' O BROWN FARM, �LC 1 � EiP � DB 369 PG 956 � 1 cRl "' I� TAX MAP I �� `� '��.'� � � ��'sr =�-�,,,,�� sa � \ � � v-�-�,- Z i � �� \ —sr� I ��. � \ F� �_ � � � �� \ � � �o� R � � F__ �� , � _ � � �� F i 1 � Y \ i �� I �� i � ' I �I � 1 � � � � I ' �' I ' I � �� I � �� . � ��- I � � ��' �� TANK � � � s � I m � O c� ''�, � � m -�X s � � t0 C� � �\V`� - � I = - ' , �� \ �� '�� X '� � ' �� E' / W��J �� 5 � �S, ` i � � o � � "�/ � �✓S� � �� >< � I � � ,r � � � � ��` � � ��ti s JEA i FELTON:TRUST�� '� � _ � � OB 45i PG 649 � � � �` � �R / � TAX MAP �� /� i I I o- � I� � � m/ � �l � , -�m � � . � � 1 � ��N � � � � = � 0 �! �� . ` i �, �� _ �; � � I DENOTES TEMPORARY IMPACTS IN SURFACE WATER � � � y �� , � � i�� , / ��5� � �� !� � -, � / r�'� � �� a / /�S ; /� � � � �s � � j a`��:�� J�',� � �� MiL� GREENE z �' S`�� DB 337 PC 753f� �� S' DB 84 PG 653 �� TAX MAP 3 { `° � �� '� ,'� � i � ��%� , � �",'Lr �,��,1� � AVf Z RM' SHEET NO. ROADWAY DESIGN HYDRAULICS �O ENGINEER ENGINEER �` \, %J, 1P]f�IEII.��N ig� 1Pb,.s\N� �[1 DO NOT [ISE FO CONSTRUCTION /;^ V' �OO� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 7 OF 10 � /E ��AU�"`r�� ' -'�` '��,r � AUE �`�� \ , - — — � r �ue � � � � � I , �� M� �rinic Ri� — �� — r,- � � � ^s''s — � c> �� RD. — — ,-- -- SR 1536 GREEN=— esr � — Rir'��,P�_,,—,t,-�,�,� � — � MM � " � c,�,} _ � F _ `__ ' _ —w� �� GR � — e —� Exisnn�:Riw � �� CL B RIP RAP �/ � � � �y �"'�4^'Z;. � I � � 1 � '� � � 1 � � � / � 1 � I � � � � � �,,. � � � , -----_ � �� r � �____— � a� r � , i i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 0 � _ / �_;, _ _ — ,� , r ,_ � � � � I � I I � � � � -�, '� / � �, /; ' ; -^;� � � � � I I �� -; �S� � /�', , �� -__=� � � � � � � � � � � il �� 1� �� I � r7 /� � ��i/� /�� / � �� -� 'z �, ',, � � \ s.i / � i i � ; J � � � � � �\� � l .m � � ��-�\�� r , � , ,� � .�� ; , � ` � \ � ' �� ' , � , �,y,� � , � � , � I � \, � ( � ' / � �� s , „� , � j � \ ,,�- � / '� �� , A � � �� , � 0 i � � a/ ' �. � \ � ' � - . � � � �,� � �'� �� i'� �% ' / ,- . PAR� OF � � � �� f /` �' / 1 / � � z �} � � � DB Of�B Py 515 � � � �`�, � � i �`� �` � J� � � �i � � � �� N � �r Ei � � �� ' � MiL� GREENE � � , i � � � � � NC DEPT-.�OF ADMIN - � ��f � �� m � �`� DB 337 PC 753f� � � � i � N � _ �B �, PG SOfi Wo �� l � � J'`/ � DB � 84 PG 653 �� - � �� \�` �� TkX MKP ��c � 'j � ~ TA P i � � �� W° �� q"E�� w I I1 � i'I wEiP � 1 � �_�^ AVE, � �, i _ r,R � � � � \ � ` �� I _ � `�^n t, _� ��i �s� m � � �\T � ��r- — s� � �...F� \_.. _ � ��\ \�,. � � � \ _ o�c*- I � \ � ` \--__ ��. � \ l. �� - _ ��'��R� � �,I � \�r'"� ic r` \ �, m ,� � s�� I �— �-� 1 � F �'' _ � � / ��/ � � /'' �l � � �� , � �� -�N'Op�S _ � ' �' � � � � � .o� /� .��% � � x � � ! - � `�� JEAN��FELTON:TRU57� �� ' L- �� q � �,UB �45�PG b49� �� j / 7AX MAP , � '�'� �' � / ��/ `� !� ��-\-� � 2 ,� �� ,. - � 4 O � � �� , � � � �� DENOTES TEMPORARY IMPACTS IN SURFACE WATER m / / X MA s O ,I, �,� , �, � , � �', � _ � `�'i{' � � �� -- ' �, �3 /'� 'S 1 ,qVE �`1,� r- � ' � -... _ �> �;`' \ � "` � � � � � . � \ �� -- � � � � - .,��`quE � ,li lI AU I � I � > �� ,- �� — � _ _�`�U f I ; � _� - �i , �� ^- ^��, —� --,-�T�s ��- - — ^�-�'�� i — ) �- �'s._��_ � ._ _--. REENE ��. � �I . I � : CL 6 RIP RAP `�, � // / / , �/ ��1 ;�// / � � / � � � �//\� £ i i -, � ,,�/ � � � �� — — SR �536 � _ es�r� �-?— �'="= �- � - -_ � — � �, � GR ��i � ��` –�x�s„� R�W' �— � �,.,� � �� I � �'1 � y \ I � , � � �� I : ' i � � 1� 11 I� �� 4 �- � � � � � ��,� �--�--�-- � �� Y � � � __ � �� ---- a �,� � RM' SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER 1P]f�IEII.��N.�jiB� 1Pb,AN� DO NOT [ISE FO� CONSTRUCTION � IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 8 OF 10 �n N 0 � W H 3 w �� o� �� N F- Z N N W � ~V O w� o� � � � � Zsiona�� 9 L07/VE WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 14+51 TO 15+26 < 0.01 8 1 -DET- 13+85 Detour < 0.01 8 2 -L- 12+99 TO 13+52 BANK STABILIZATION < 0.01 63 TOTALS*: < 0.01 < 0.01 71 8 0 *Rounded totals are sum of actual impacts NOTES: Permanent Surface Water Impacts in site 1 are due to outlet protection from 24" RCP in pond. Revised 2013 10 24 See Sheet i-A For Index of Sheets � � � � WI NOTES: CLEARING ON THIS PROJECT SHOULD BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. SEE SHEET 4A FOR DETOUR. �� '�� . ��lll� 1�� lUl1L �Y 1L�1L�� 1L�1L11 V'V' � 1l � A T�ER Y CO U1�lTY LOCATIOIV: BRIDGE N0.143 OVER LI11tVILLE RIVER ON SR 1536 (GREENE ROAD) TYPE OF WORK GRADI11lG, DRAINAGE, PAVING, GUARDRAIL, A1VD STRUCTURES BEGI11t TIP PROj. —L— POT STA 10 + BEGIN BRIDGE STA 12+24.81+ � � I � ;, SR 1536 GREENE RD. =L- STA 13 + 17.19 +/- �s^ ��r�� L��,�� -�i��i ��ii;�r�•��'� ��. ir��1�`�:�►��i�i ��:i�a'�1�� rl,�, i E1VD TIP PR sy_ � � � �--_ —__ �c = I ��,� � � �i � — — --- --- , i � SR 1536 GREENE RD. __— �� yf � � � �� TO pFjAD �ND — �� . �� '--a,. • � � / � � �� 1 � � r � � � � 1 � � 1 � � �. � � � / � � �c / I 1 � � '1 l ,� i� � � \ _ _ � \ I _ — — _ � � � �, , �------ � � � � �� I , i i ii � � � � � �� i i � � �i �-' � � � �_� \ /�... /��i�� ... � 1��\ \ ,,,,,, � � �-�� \`_=i,,, ECT 8-5383 ; IS+S0.00 PRELIMINARY PLANS DO NOT U9E FOR CONSTRUCTION P�epared In the Offlce of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2016 = 114 DIVISI011t OF HIGHWAYS 20 10 0 20 40 LENGTH ROADWAY TIP PROJECT B-5383 = 0.085 MI �000 st.�h n:dge n.., Raleigh xc, 2�e�o ��o�Tq+ ADT 2036 = 186 �° c� K= 14 % LENGTH STRUCTURE TIP PROJECT B-5383 = 0.017 MI zoiz srallo.v:v srEc�F�cnrioNs ,�� PLANS D= 60 o�a TOTAL LENGTH TIP PROJECT B-5383 = 0.102 MI P.E. �° s SlGNATURE: GW a l0 5 0 l0 20 T= g ��a * RIGHT OF WAY DATE: GREGORY E. BREW, PE � � V= 40 MPH FEBRUARY 25, 2016 PRo�Fcr FNc.NFFx ROADWAY DESIGN � PROFILE HORIZONTAL ENGINEER ( ) * TTST =1 % DUAL 7 % �`��'r �o�� 2 1 0 2 4 FUNC CLASS = LOCAL LETTING DATE: BRYAN KEY, PE �� g�� SUB—REGIONAL TIER FEBRUARY 21, 2017 �Ro�Ecr DEsrcx EnrcrxEEa PROFILE (VERTICAL) PE SIGNATURE: BOUNDARIES AND PROPERTY.• State Line ---•- -•-•- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner —K Property Monument 0 Parcel/Sequence Number i23 Existing Fence Line -x x x- Proposed Woven Wire Fence e Proposed Chain Link Fence B Proposed Barbed Wire Fence S Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E•a Existing Endangered Plant Boundary E'� Existing Historic Property Boundary �� Known Contamination Area: Soil -� � Potential Contamination Area: Soil -� �?' Known Contamination Area: Water - � -- � Potential Contamination Area: Water - �?� � Contaminated $ite: Known or Potential � �?, BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O $ign � Well ° Small Mine 5Z` Foundation 0 Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir �_ ___ J Jurisdictional Stream —�S — Buffer Zone 1 sz i BufFer Zone 2 sz z Flow Arrow � -- Disappearing Stream �-- �-- Spring p� - �_-^ Wetland � Proposed Lateral, Tail, Head Ditch � � ,�. False $ump � ��'�� Y��I ��]��,��9 �� CONVENTIONAL PLAN SHEET SYMBOLS Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF Wfl Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite WW 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 7RMlSPoRTATION MICEPo T 35 0 swircn � 0 �ica� W ia LW� —E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with Iron Pin and Cap Marker 0 ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp CR Existing Metal Guardrail Proposed Guardrail � � � � Existing Cable Guiderail n n � Proposed Cable Guiderail � � n n Equality Symbol Pavement Removal l�EGETfITION.• Single Tree Single Shr�b Hedge ^^' ��' �# Woods Line �"""�'"""'-`"'-' Orchard Vineyard 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.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole — H-Frame Pole U/G Power Line LOS B(S.U.E.*) WG Power Line LOS C(S.U.E.*) WG Power Line LOS D(S.U.E.*) TELEPHONE: fl fl €3 €? vi�ara�a coNc J CONC WW I � WATER: Water Manhole Water Meter Water Valve Water Hydrant WG Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) WG Water Line LOS D(S.U.E*) Above Ground Water Line N: coNc �w TV Pedestal TV Tower �--------� U/G N Cable Hand Hole �cB U/G N Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) � WG TV Cable LOS D(S.U.E.*) WG Fiber Optic Cable LOS B(S.U.E.*) s WG Fiber Optic Cable LOS C(S.U.E.*) WG Fiber Optic Cable LOS D(S.U.E.*) • • O ►� r �� Existing Telephone Pole -�- Proposed Telephone Pole -o- Telephone Manhole OO Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH U/G Telephone Cable LOS B (S.U.E.*) - - - -_- - - - U/G Telephone Cable LOS C(S.U.E.*) ---�- -- U/G Telephone Cable LOS D(S.U.E.*) ' U/G Telephone Conduit LOS B (S.U.E.*) - - - -*_- - - - U/G Telephone Conduit LOS C(S.U.E.*) ---T=- -- U/G Telephone Conduit LOS D(S.U.E.*) �� U/G Fiber Optics Cable LOS B (S.U.E.*) - - - -* ��- - - U/G Fiber Optics Cable LOS C(S.U.E.*) ---� ��- -- U/G Fiber Optics Cable LOS D(S.U.E.*) T�° GAS: Gas Valve Gas Meter U/G Gas Line LO$ B(S.U.E.*) U/G Gas Line LOS C($.U.E.*) U/G Gas Line LO$ D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground $torage Tank, Approx. Loc. - A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information O 0 � � A/G wa*er ❑c � HH ----.��o--- — — —rv ro— — r� �o 0 � ----�---- —_ —�--- c A/G Ga5 �O O :s niG Sanitory Sewer �� • O O ❑s ��.� � �sr � � � AATUR E.O.I. o: � � � ro � NC DOT GPS STATION B-5383-1 LOCALIZED PROJECT COORDINATES N = 833202.4218 E = 1131594.0450 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B-5383-2" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 832877.0648(ft1 EASTING: 1131989.6253cft1 ELEVATION: 3271.2963(ftl THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRIDI IS: 0.9998071990 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B-5383-2" TO —L— STATION 10+12.26 IS N 52°30'20" W 539.64' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 PROIECT REFERENCE NO. � SHEET NO. S UR VEY C011tTROL SHEET B-5383 BL POINT DESCo NORTH ERST ELEV��ION L ST�ITION OFFSE�T 1353831 GPS B5383-1 8332�2,4218 11315940�45� 3275,29 1��41,7� 14,28 l— C�53832 GPS 853�33-2 832877��64�t 113198�106253 3271,3� 15^5�i�72 15,6� R- BEGI11l TIP PROJECT B-5383 —L— POT STA 10 + 12.26 �� N = 833205.5351 E = 1131561.4699 E111D TIP PROJECT B-5383 POT —L— STA IS+S0.00 ,,'=�— , � SR 1536 GREENE RD. \��—_— �---— NOTE: DRAWING NOT TO SCALE N = 832891.8505 E = 1131994.9329 I � �� _ J � � �� _ _ =' Tp DEAD END �� / _�-- , � , � �� NC DOT GPS STATION B-5383-2 � � LOCALIZED PROJECT COORDINATES � �� ' ` -- N= , ---- , �------ E_ �� '� �, � �, � - � �_ ,-�, r�--L,\,�- ,;;;,, . J� -_=--, � NOTES: 832877.0648 1131989.6253 1. THE CONTROI, DATA FOR THIS PROJF.CT CAN BF FOUND F,LECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS://CONNECTNCUOT.COU/RESOURCES�LOCATZON/ THE FILE5 TO BE FOUND ARE AS FOLLOWS: B5383_I.S_CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIUED FOR THIS YROJECT.IF FiIRTHER INFOItMATION IS NEEDED,PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. ,lNDICATES GEODETIC CONTROL MONUMENTS USF,D OR SET FOR HORIZONTAL PROJECT CONTRO/, BY THE NCDOT LOCATION AND SURVEYS UNIT. PRO.7ECT CONTROL ESTABLISHED USING GIORAL POSITIONING SYSTEM. SEE GPS CALIBRATZON SHEET F'OR HORIZONTAL AND VERTICAL COORDINATE VN UES. Z 0 > � Q -o � � M LL� m' /. � 0' �L� -� �, o �; PAVEMENT SCHEDULE PROP. APPROX. 1%p" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C1 AT AN AVERAGE RATE OF 165.0 LBS. PER S�. YD. PROP. APPROX. 2%p" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C Z AT AN AVERAGE RATE OF 137.5 LBS. PER S�. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA, C 3 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 1%p" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.06, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 625.0B, ErL AT AN AVEPAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5%2" IN DEPTH. �J PROP. 6" AGGREGATE BASE COURSE. T EARTH MATERIAL. U EXISTING PAVEMENT. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL). NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. � SURVEY � -�- �sR , 536� � 27' OUT TO OUT 1'-1 2„ 24,1 9„ 1'-1 2„ 2'-4Z„ 10' 10' 2'-4�„ GRADE POINT TEXAS T701 RAIL TEXAS T101 RAIL , .02 , .02 �� 0 00 �0 �� 0 �� TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3 -L- STA 12 + 24.81 TO 13 + 17.19 � (BEGIN BRIDGE) (END BRIDGE) Detail Showing Method of Wedging � -L- (SR 1536) , 2�� , � 7' JVi �R , 3, 8, 7' VAR W R ..08'_ .02 .02 ; - 4� _ -___-___� T W U GRADE TO THIS LINE TYPICAL SECTION NO. 1 ' I 10' 4:� � -L- (SR 1536) 2 0' , :.08 _ ,.02 � .02 , �l � T E� GRADE TO THIS LINE � TYPICAL SECTION NO. 2 � PROJECT REFERENCE NO. SHEET NO. B-5383 2A-1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION USE TYPICAL SECTION NO. 1 -L- STA 10+12.26 TO 11 +00.00 -L- STA 14 + 25.00 TO 15 + 35.00 TRANSITION FROM TYPICAL NO. 1 TO EXISTING FROM -L- STA 15 + 35.00 TO 15 + 50.00 `L�1 ORIGINAL GROUND USE TYPICAL SECTION NO. 2 -L- STA 11+00.00 TO 12+24.81 (BEGIN BRIDGE) -L- STA 13+17.19 (END BRIDGE) TO 14+25.00 `L�� ORIGINAL GROUND O � � � Sketch Showing Bridge/Roadway Relationship � BEGIN BRIDGE L- STA. 12 + 24.81 +/- in END BRIDGE APPROACH SLAB ^ - - . 13+17.19+/ -L- STA. 12 + 12 .81 +/ �"� TYPE-III � _L_ TYPE-III - r. � �i !"1 T' 1 y TYPE-III TYPE-II I� APPROACH SLAB NOT TO SCALE M-L- STA. 13+29.19+/- STEEC BEAY WAItdtA¢ � '��i /CCEARANCE YM SNp/LOER OR BERY BRfAK PoMT tTOP � 5[OPEI �sc�ass N se�a uaren�x �aec, zT see t�orexri� 1 �,� aeauw aEra� CEOTfXTICE FOR ROCK PGATM6 � a� '`�(y�,�� Y� � yF�'q� 9 i�' EMBANKMENT c�ss��.' �S�, SGOPE STM£ PO�NT ANO � F CONSTRUCilpV CN// ?0£ OF SLOPEI GRp/NO UNf � 7THl�K R/PRAP �SEE NOTE Jl ROCK PLATING DETAIL A- TYPICAL SECTION NOTES, 6 SEE AOAOWAI' PUWS AMO SUMMARY SNEETS FOR RDGR PLATiXG COGVpI✓S 2. FOR STANOMD NOCK PLATMG,SEE SECTAON 275 � iHE STANOMD SPEC/F2ATpNS S. USE ttA55 /.Y OR B R/PRM UNLE55 R£01//RED OTNElM'/SE /N iHE FVAOWAY SUMYARY SNEETS DETAIL B BANK STABILIZATION �NOT TO SGALE) anss u NATUR,4L RIP RAP � GROUND :� / \ � \ / EXCAVATION: EST. 5 CY GEOTEXTILE CL II RIP RAP: EST. 19 TONS LOOKING DOWNSTREAM GEOTE%TILE: EST. 19 SY PROIECT REFERENCE NO. SHEET NO. 8-5383 4 WW SHEET NO. :OADWAY DESIGN HYDR.4ULIC5 ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED ' ' -L- STA. 13+20 TO 14+75 RT. -L- STA. 13+22 TO 14+50 LT. � � � , � ,r�- ,� � � � i i / r � i � � � � � �- � 1 .� I I �' 5 � Q� - .�� . I I �, � I � �� ` �� ` � � � � � � I �",�`" � C' � � i i �'3 � o�o � Io �� , � , + , � • I � � . �� BEGIN TIP PROJECT B-5383 � �S � , '�� EY- POT Sto. �o+oo.00 � I �� -L- POT STA 10 + 12 .2 6 p�,o`� � � � �� , � � I,. -L- PO7�'Sto.10+00 � �� a� � � � � � � � B IN CONSTRUCTION I� °' �� '� B�3B3�-I -L- PC Sto. 11t0459 �� - POT STA 10+17.64 �' ,� � - �'s � � � �/�S i i � w� ��_ m� � � ' � /�s � � � Xi i� �} � � � -EY-+17.64 ? ��. PART OF � ��' �� I I � o � � ss.�� e oea Pc s�s -L- PT Sto. ll+g7 � �� e�/r` �,r� � ❑ �i i � � � 4 � 30.00 � -�-+a5.36 � MIL S GREENE� I i � 6 .00 � f� � �-+oo.00 NC DEPT.OF A MIN � � �� i� - c � 5� 73J2 CLA�' IP P y �� DB 337 PC 753s� � � � i f� -EY-+27.31 �� ps q, E �E z,a. 75.0o OB 36 PG 506 Wo esr:3�s rON�S RiP P �.� � J�� DB 84 PG 653 �� 3 �. 38.32 ., z I TAX MAP � S E�YT:18� SY�EOT TI� / ��' TAX MAP r, O � I I� Q � � � � so.00 - � � � Woo qUE � „ �' � � � I � � £ ? i ° i �s �� as i, ,� �" a , L - PC/ to.13+60A7 r � , , � � r 77' ry AU 2a.97' o� L � END CONST�UCT��`fJ� gRoww FaRM,��c� � � i � P.a � -�+��. � � �s �� 's� � �-+a9.00 -L- PT Sto. 14+8�.68 4 �3 � � � �" � li i � -EY- POT ST �O- DB 369 PG 956 �, i �R� `�' �+ �»' so.00 � Au,� _ ,/ � 62�� L- PC to.SG.� 856� i�• TAX MAP � � _ � F F f E �so^ EXIST � %� �� -�� _L- POT Sto. IO+OOAO S. 58' J. �_ F F Sc- � � � Y- POT Sto. 11+00.00 � - o sR . � , � / h �� s,�`� - POT Sto. l0+ F;� � ' \ o I O �� U F350 FT _ �� I � � o ?"� Gr� � � � � � �� °s�, s� -DET - � � S . 0+ . o� �,� �-+ao.00� �'�` "�F � � �`-� 32J4 V �� UC �� I ' �.� � � �� ANK � �n I m c�X � � . I 'i� � m _ - S �. f0 � � I i � 3 � � i �;` �� - � T w PT St .'�� l + 8J9 � � � m �� , x E _ � � � � N 3 `� X L+ 00 00 / ' o� � � �,.`�°'�„ -2 8'0�, . � �� 7000 � �. W0��5 3S '� `C.,�i, � � � � `-� �� W � �o�XGAVATE TO EL��f�=3 66.0' / � -+� I � S '� J I�� x I`� XCAVATION: ESL &7 / , I �� -L-+44.00 , � �� -EY- POT Sto:� l2+ . o Q �-�+ss.3 � T- Sto. l2+1/.b � o.00 � � `4� � w �� y� s � JE t�� FELTON:TRUST I � c��f �� R ��DB 45i PG 649 � / � I� � � �� TAX MAP � � � -0 �T - �% i � '_� � IN �9e_/ � O � �� Ic' I 2�?92 � . 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E � -L - T Sto. l5 +77.69 ' ' �= p�E � t� q�� END CONSTRUC I N� ---- ' snNK ¢7neiuznri S -L POT STA 16 + .51 �/ .✓ -L-+38.51 �� <� �i'� SEE �ETAIL B AUE �'i � �1� � S � 17� �� -- � R CK PLATING 29.33 � ��,� � �� '� 5-��A+t� -� r VE I i� i� � �� F ��' �---�`� � , I � � F� F TL- E sri� aFw C l � � - i _ _ � / �• � �� -� - �� _ �''� �U I -M.�.,�,�. - - REMOVE � I - � � � 5 7� ___ �� ^�'�'�,� � � es�� - �3 i i c`� , j<� , , - - � ,��, - - � � i � 5 � �,, -F o F p !� . 1 -o� cR I 1 j / �CL B RIP RAP ��xisri�,Riw ' - -+40.00 040 / � I � ss.00 `"'1�-�-�, GPS B5383_ 2 , CLASS II RIP RAP � � �. � �� EST.24 TONS RIP RAP -L-+54.00 'y' � A � /EST.24 SY GEOTEXTILE EXCAVATE TO ELEV.= 3265.0' i � 29'71 � �L � � � �.� � EXCAVATION: EST. 45 CY RO�K PA TING y. /� � � j aeMove exisriNc -DET- S�S • 1��3�'0 -L- ,(� t0! 16+30.46 � � `� STRUCTURE ��`� �.�'� � �' � i �- ----- 4� �l.i,� `1 '�' �J. � , ' - - __ - - - � '�" S- �' �, LCI�- END TIP PRO �C �B-5��3 �� ,�� ' ' � � , �-L�- PT Sto.16+795/ -L- POT STA ` `+50.0� � � s �� '- �� , - ��Jl'�:,I�..I � \. �1 �I _^ �r�,� / / / / .,� - � }} � � �. � � �+✓ 5�" � / � � �l � �' � � � `%�j „. ,i�'' / 'i�/� �/ MILAS GREENE � '� � _ �- fi � � �' - % x DB 337 PG 753 ��,r� �ws`;`' - ' �'� �' i TAX MAP � r �- � �� ' � � , �� ' � � X � �� - � � x� � �� / � � � � � /� �` �" �,�s FOR -DET-, SEE SHEET NO. 4A FOR -L- PROFILE, SEE SHEET NO. 5 FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-?? 0 � � �f Q m Sketch Showing Bridge/Roadway Relationship BEGIN BR�DGE END BRIDGE -D ET- STA. 12 + 56.41 +/- -D ET- STA. 13 + 11.5 wz � -DET- ;� � NOT TO SCALE END C _FY_ P[ N� GS�S 200� 03�N Np0 V ' � � `� �� - � �� / � � �� ' � � � � � �� • �� I � �.e� �� BEGIN -DET- 10+40.00= )� Er- POT Sto. lo+0oA0 IT~ I_�- Po7� Sto. l0+00.00 -L- STA 10+40.00 � B IN CONSTRUCTION I� � � ��° F L- PC Sto. ll t0459 �- POT STA 10+17.64 �' � � w � f� m� � O '` -EY-+17.64 �� ? P T OF � ,�I 35.77 � - C� �j DB a Pc s�5 -�- PT Sto. llt9% 30.00 � .00, � � �. -L- 65.36 �_+00.00 J NC DEPT.OF A MIN �. � - -�-,� - i��. -EY-+27.31 a � 5 q� E L.E . 5� 7372 75.00 OB 36 PG 506 w0 � � 38.32 - c, � 5�� TAX MAP ��S so.00 I� I , AUE � � ;' � � �'�JI W��S �8517 i AUE za.�� S UCT �i`�) BROWN FARM,I.�C I � i P� BEGIN BRI GE_�_+v. � �- DB 369 PG 956 �� 1 �� " _ DET- $TA. 12 + b. � AU�� TAX MAP � \i � � � � Ee�sm^ EXIST � ' � - � �� -L- POT Sto. IO+OOAO � - � �` �,,� �, � E" � �� Y- POT Sto. 11+00.00 I , sR ,__ �� sc � s,�`�- - POT Sto. l0+ � � � � F� �� ^�' � �s � � � � � �� ,� � �� _ , / � I � �� c� _ F �� °s�, s, � - � � �-' s � � F � �o � � � � R ce � � -DET - S . 0+ l5/ -�-+ao.00� �� '�q3� 32J4 \ �� UG h I ` �.� � v�i �� ' ANK p -. � /G � , � �� m � � m �X � � �,o �� , � I � � Z�? RADE DJWf�� , � i ,� � � � T � PT Stc�.'�� / + 8J9 � ,� �� y� �rs.� . N 3go X -L-+00.00 / W ' �'co' "'� �,.°� -�90' � � � , �� OS � � � I� y �� BjO�,W � z 70.00 � �� 35' ._L-+ 1.9 `� �. S z � x �� / � � � ��'/ 6A. (�k✓ � P. � I t"` �"� � � � -L-+44.00 � [ �l -EY- POT Sfo. /2+ �o , IQ ,, T- � Sto. /2+//.�� `0 08.39 i � `4 � . `�- � �` � � y s JE t�� FELTON:TRUST� � � I � �f �� R ��DB 45i PG 649 � � � e � I �� TAX MAP � i ' �� , - � � � -D , - � f�T St ;�3+25 � � �i �� _- � � � � se � i � �v 2� `� � " W S� `z, l � f`�'� I� z I ' �9' . � � �o . 1 � I � ( P -DET - '� � �� 2 v� P � l PI Sf0 N'f�OBZ Pl Sto /2+69.66 I a I 2 TRANSITION ROADW � '� Q I o� PAVEMENT WIDTH� �,� � �= Z.� I.3� ZS..3� iRT I �= 2T �� Z9.F)� iLT I o 9� �,s BRIDGE CLEAR Wf�( H D= 23' S2' 23.7' D= 23' 52' 23.7' � �' - L = 9728' L = 113.90' � � � � � �S c T= 49.32' T= 58A4' I � I BIL3 � R = 240A0' R = 240.00' � � � � � r' v, SE = EXIST. SE = A4 a I I „ � , T � ��s �� ti � � � � i � '' � i i s�� , i . �� N I � � r 1 �a � PROIECT REFERENCE NO. SHEET NO. 8-5383 4A WW SHEET NO. :OADWAY DESIGN HYDR.4ULIC5 ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED � � �� ,, � � � � � � � 1 � I � � I �T' � 1�' � � I � 4" �} pp �. , � � � i + �s � i � � � a`�°� � � � X �� v� � �`° aP P� $ I I �� - � � �� o �� 1S � �� „�,,. � � � ��s � �''� � � � i � �} � i � ' �S I £� J � � X i i I � � �F'� r r� �`� � I � � � ,�� GREENE�� i I � � � 2 1 �'� � �` DB 337 PC 753s� � I � � � :� BRi � DB 84 PG 653 N D D ET-'S 15 + 00.00 = � � � T- TA. 13 � 3.54+/- rnx Mna � � -�- $ �� 4 C� .� 7 �� i � Q � � L- PC/ to.13+60A7 r � , � � � � �� ,^°P`° �-+s9.00 -L- PT St l4tg ,6g t 3 i� �" 4 � II I � � � � 6z�� L PC �� to.�G.� � 856� � � F 'y �`r -L - T Sto l5 +77.69 ' , � =� _ _ i pVE � t� q�� F'�,3 � � _ _ - - - ,/� f' 5�-� q E � -�-+sa.st � i j' u r,;�� 4� � 29.33 � �� '�'- - --� � uE � �� \ � � � � � � �I i i �-� - ----- � =�� _��__ `�`" exi�n� aiw �� _�'^�-�^�,-i.s J -� �� ,� __ - --- ��__-- � ----�I -- SR � 36 �REEN Ro.__ �- ��`� • `� esr � - - �3 i i c`� F 0201 R�f�lP �-n` �- � � � , ,� / I � � = F k� l! � �-- � GR � 1 � gp -g� - �-�40.0(CL 6 RIP RAP / i.: FxisnNg,Riw � I 55.00 C,p,�� LA ND�"'-ti'`�i.� A 020 E�`N �L-+5400 � '�' � A I � 29.71 '� 1 � / �� 1 � � -DET - r S�S .1�+43�'0 �, -L � � to! 16+30.46 � }`� �. � QC'J �' � � �- ----- � � �� = TR,4NSITION ROADWAY % �� 'F �, � _ _ � � PAVEMENT WIDTH 'y - A ��. ' � TO BRIDGE CLEAR WIDTH � � �.'� � �.� �� I � � '� � `� � � � , � '-L�- PT Sto.16+795/ � �_ � � � i , � ��;�,� S� ' . � �� y, \. I � �� J J�� lr (�,� � � � � � i � PGE 753 / � � �i �--I � � / � � �/�/� MAP �� I' ,-- \ � xj I �� ,�"" - ' � - - � % -� � � �� x � �� - � �� ` x� � � � � X � / � � � �' �� FOR -DET- PROFILE, SEE SHEET NO. 5 FOR -L-, SEE SHEET NO. 4 FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-?? ��I 1� II\VA ��I1�\ .�► ��I 1� ��..�\�� I 1�'.u.�i� ��nn ��i :: o00 ��G�l'•�� i�� 5�� i�O�� 70�� J�� V�� oo��■■■�o■o�o■■ �� :.�i�iiii�i��iiiiiiiiii �o�....."�� -_-_- 3:�� :: �C:�C:::::: .................... . ................. � � ::: ��::::�:�. 1�:�::� iii.�ieii::ei iC�C.::O C::�.��C�. ........�........... �uuu� ��w��u�� .................... ::::::::::C::::C.T.: .................... .................... .................... :::::::::::::::::::: :::::::::::::::::::: :: ::::::::::::::::: ...............::::: �O�G_7�7!!!�_�C�J�� o�� uo..-.. — _-=.1� ��i ��.'I�\ �1 I� --�o�i� -il .V'I�'\I, p I� ��I I►"��i � �I I� ��I I\\I,��` �I I� ��I'\��..�� I I� ��' 1.`��\�i �I I� ��n��f J�.7�:\ �1 I� ��0� :�\.` A\ �I I� ��1�_____ a I� �!�'��J� �\. I�� i�e�iio�iiiiiiiiiii �ini��A�� I.i�� i�� ur��u�� Quoouu000� ��u��u��u��