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20160629 Ver 1_Application_20160624
Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Dagnino, Carla S Friday, June 24, 2016 12:33 PM Loretta Beckwith (Loretta.A.beckwith@usace.army.mil); Chapman, Amy AI-Ghandour, Majed N; Barnett, Kevin; Bryan, Roger D; Koch, Thomas K; Carpenter,Kristi; Chambers, Marla J; Mellor, Colin; NCDOT Service Account - Roadway Design; Staley, Mark K; Swain, James J; Wilkins, Ronald B; Andrew Henderson; Zerman, William S; Walter, Tracy A; Cheely, Erin K Permit Application for B-5397, Rutherford County Follow up Completed The Permit Application for B-5397 has been posted to the NCDOT website. The electronic copy can be viewed /downloaded at ://connect.ncdot.aov/resources/Environmental/ This email serves as NCDOT's permit application submittal to the NC Division of Water Resources and the US Army Corp of Engineers. Thank you. Carla Dagnino Western Region Environmental Program Supervisor II Natural Environment Section Project Development and Environmental Analysis NC Department of Transportation 919 707 6110 office cdaqnino(a�ncdot.qov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. t;, 7'ransportatinn June 24, 2016 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator PAT McCFtQRY Governor NICHOLAS J. TEI'�1NYSON secrerary Subj ect: Application for Section 404 Nationwide Permit 13 for the proposed replacement of Bridge No. 51 over Floyds Creek on SR 2213 in Rutherford County, Federal Aid Project No. BRZ-2213(2), Division 13, TIP No. B-5397, WBS 46112.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 51 over Floyds Creek with a 100' long, single-span box beam bridge on the existing alignment. Traffic will be maintained during construction via an off-site detour. As a result of outlet protection far a new lateral base ditch, there will be 221inear feet of stream bank stabilization impacts. There will be no other impacts from bridge removal or construction. Please see enclosed copies of the Pre-Construction Notification (PCN), Preliminary Jurisdictional Determination (PJD), stormwater management plan, permit drawings and design plans for the above- referenced project. The Programmatic Categorical Exclusion (PCE) was completed on August 19, 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. �Nothing Compares� State of North Carolina � Department of Transportation I PDEA-Natural Environment Section 1020 Birch Ridge Drive, 27610 � 159A Mail Service Center I Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-5785 F i_ _ __ ___ __.__ __ __ This project calls for a letting date of-February 21-, 2017-�d-�ev'rewzlate of January 3, 2017; -- however, the let date may advance as additional funding becomes available. 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 Erin Cheely at (919) 707-6108. Sincerely, ,�(� Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List O�o� W A T��QG � � � � O ^c Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 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: 13 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 51 over Floyds Creek on SR 2213 2b. County: Rutherford 2c. Nearest municipality / town: Alexander Mills 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5397 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) 707-6108 3g. Fax no.: (919) 212-5785 3h. Email address: ekcheely@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgenUConsultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.305986 Longitude: - 81.890681 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 3 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Floyds Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Broad 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 land use within the vicinity of the project consists of about 40% forest land, 25% developed or disturbed lands (roadsides and residential areas), and 35% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 250 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a structurally deficient (sufficiency rating 7 out of 100, substructure condition 4 out of 9) and functionally obsolete bridge (structural evaluation 3 of 9, deck geometry rating 2 of 9). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 76-foot three-span bridge with a 100-foot single-span box beam bridge on the existing alignment. All traffic will be detoured off-site during construction. 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: Action ID: 2012-00979 4b. If the Corps made the jurisdictional determination, what type of determination was made? � Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT Name (if known): Bill Barrett, Erin Cheely Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. PJD issued 7/6/12. See attachments. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact 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 ora T Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0 Permanent 0 Temporary 2h. Comments: No wetlands within construction limits. 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 ofjurisdiction Average Impact length number - (PER) or (Corps - 404, 10 stream (linear feet) Permanent (P) or intermittent DWQ — non-404, width Temporary (T) (INT)? other) (feet) Site 1� P❑ T Bank Floyds Creek � PER � Corps 20 22 Stabilization ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 22 Perm 0 Temp 3i. Comments: 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: No open water within construction limits. 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Pond ID Proposed use or number purpose of pond Flooded Filled Excavated Flooded Filled Exca Flooded vated 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 ali 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 B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: This project is not located within a protected buffer area. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed replacement bridge will be on the same alignment as the existing bridge. It will be a single-span instead of three-spans. Deck drains are required for the new bridge, however no drains will discharge over open water. Deck drain dissipator pads 4' wide with Class B rip rap will be used to prevent erosion. Existing drainage patterns have been maintained. A rip rap lined ditch is proposed along the left side of the roadway that will convey runoff from an existing ditch to the stream. The streambank will be lined with rip rap where the ditch intersects Floyds Creek. Runoff from the bridge will be collected by an inlet and piped down the fill slope to a rip rap dissipator pad. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Traffic will be maintained via an off-site detour during construction. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving streams due to erosion and runoff. 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: 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: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the 22 linear feet of stream bank stabilization. These impacts do not require permanent fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. and are not subject to compensatory mitigation. 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: If required from 1a, 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 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 N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: Programmatic Categorical Exclusion (PCE) approved 8/19/15 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? 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Raleigh � Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? As of July 14, 2015 the USFWS lists seven federally listed species for Rutherford County. There is no habitat present for four of these species. Habitat is present for small whorled pogonia, dwarf-flowered heartleaf and the northern long-eared bat. Surveys were conducted for these two plant species in 2012, and only dwarF-flowered heartleaf was identified within the project area. However, the population of dwarf-flowered heartleaf is located south of the construction footprint of this project. Per e-mail correspondence with Andrew Henderson of the USFWS on January 11, 2016, this project will have No Effect on dwarf-flowered heartleaf. The remaining species, the northern long-eared bat, is still unresolved. Screenings have been conducted for this species, and a memo indicating that 4(d) requirements have been satisfied will be submitted to the USFWS as soon as it is received from the Biological Surveys Group. It is anticipated that the biological conclusion for this species will be "May AffecY' and that 4(d) requirements are satisfied for this project. Section 7 will officially be resolved 30 days after the 4(d) memo is submitted to USFWS. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �� Philip S. Harris, IIl, P.E. /�---��'"����'�-� �6�-z�-�.�((o ApplicanUAgenYs Printed Name Applicant/Agent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action id. 2012-00979 County: Rutherford NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Applicant: N.C. Denartment of Transuortation Attn: Mr. William Barrett 1598 Mail Service Center � Raleigh, NC 27699-1598 Telephone No.: 919-707-6103 . � Property description: Size (acres) The studv area is 10.5 acres in size and is shown on Fi�ures 2 and 3(attached) Nearest Town Alexander Mills Nearest Waterway Flovds Creek River Basin Upper Broad USGS HUC 03050105 Location/property description: TIP No. B-5397. The studv area is located at Brid�e No. 51 over Flovds Creek on SR 2213 (Church Street) in Rutherford County, North Carolina. Indicate Which of the Followin� Apply: A. Preliminary Determination X Based on preliminarv information, there mav be waters of the United States (U.S.) on the above described propertv. We stronglv suggest you have this �ropertv inspected to determine the extent of De�artment of the Arm�(DA) jurisdiction. To be considered final, a jurisdictional determination must be �erified bv the Corps This preliminarv determination is not an appealable action under the Re ulatorv Pro�ram Administrative Appeal Process (Reference 33 CFR Part 331). If vou wish, vou mav request an approved JD (which mav be appealed), bv contactin� the Corps district for further instruction. Also, o�u mav urovide new information for further consideration bv the Corps to reevaluate the JD. B. Approved Determination There are Navigable Waters of the U.S. within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are waters of the U.S. on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. . _ We strongly suggest you have the waters of the U.S. on your property delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. Action Id. 2012-00979 _ The waters of the U.S. on your properly have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of ali areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. _ The waters of the U.S. have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. Placement of dredged or fill material within waters of the U.S. without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please conta.ct Lori Beckwith at 828-271-7980, ext. 223. C. Basis for Determination: N/A - Preliminary JD D. Remarks: Appro�mate boundaries of waters of the U.S. are shown on Figure 3(attached). E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Cleari Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B above). This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 Action Id. 2012-00979 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal uncier 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by September 4, 2012. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** ' ��9�cauY5�9�eabY B E C KW I TH . LO R E I 1; BECKWITH.LORETTA.ANN.1173452264 ' DN: r—U5, o=U.S. Government, ou=DoD, 1 �; 1 A.ANN.1173452264 °�_PK�'°u-�SA, CO1pS RegU18tOIy �f11C1a1: 1.01'1 BeC�'lt�l — �n=6ECKWITH.LORETTA.ANN.1173452264 �_.,.. ,�„ „� .,� , �., , .�„ Issue Date: July 6, 2012 � Expiration Date: N/A — Preliminarv JD ' _ _ _y_1�___ _ __ "_ ___ -�i_ = r- - � �� "� lrt _ �� �. � _ �! r� : � y t� - - _ _- - . � .� - --- a •:s3 • _ _ 4 _ ,.� - , �.- � _ " - _ - f�R ;``'- �" :_ - - : - - � -_ _J - . - _ r - - - -_ - -_- _ � _ � t a _ _= 4 - - � -- _ T = - - "•�r - �� _ , ' . , �_- - . � ' _ ., . -- . 7` _ _- � _ � s I �G - _ 1 ' _ � _- � _ _" _ _.� - Y � � _d�„ � _ - . ' : .. .:. �- . ,_,,; . : � . - . . 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' _u.ic:.� _ -_ _ ' �.3' _ __ " ' �,�� � : � � i, i� �-,,.�n , � �� S r F __,_ r �".' ., _ -_ +r _ � ` r� � � , _ .. _ , _ .�.,�' :. k '`` ��.�' Ls�'� �, _ >� �� �, '�d�;,; �� � - - - � - �� it , ., _� � '� ',,�<� � w ' .`y,:. �-' � Y� : ,.�,�.e�`i��:" J "--�.^` ` - - - - : � `` '�T - 5- -e .f..�.� ��,.-�_ �:; � s�-��...� .�r '--....__ __._, � ���L_'� �-r � � .��.=:� . _.�� - . T � -. - � ���� ' --_ �-��' . _ - , _ � i _ ._„1.� _ .t.. . ._ . W�- � PRELlMINARY JURlSDICTIONAL DETERMtNATION FORM BACKGROUND INF�RMATI�N A. REPORT COMPLETION TE FO PRELIMINARY JURISDtCTIONAL DETERMINATION JD : � ' � ( ) � c,� , a�C� � B, NAME AND ADDRESS 4F PERSON REQUESTING PRELIMINARY JD: William A. Barrett, NCDOT, 1598 Mail Service Center, Raleigh, NC 27699- 1 �AR � . - C. DISTRICT OFFICE, FtLE NAME, AND NUMBER: CESAW-RG- ,�.��-����- a� � � �y �/��-�-� �j�-J�. 5 3`���/J i�13 � D. PROJECT LOCATION(S). AND BACKGROUND INFORMATION: � TIP: B-5397` Description: NCDOT proposes to replace bridge No. 5�on ______ . SR 2213 (Bethany Church Rd.) over Floyds Creek. (USE� THE ATTACHED TABLE TO D4CUMENT MULTIPLE WATERBODiES . AT DIFFERENT SITES� � State: NC County/parish/borough: Rutherford City: Alexander Center coordinates of site (lat/long in degree decimal format): - Lat. 35.306°N, Long. -81.891 ° W Universal Transverse Mercator: Name of nearest waterbody: Floyds Creek � � Identify (es#imate} amount of waters in the review area: Non-wetland waters: 562 linear feet: width (ft) andlor acres. Cowardin Class: Riverine Stream Flow: Perennial , Wetlands: 0.20 acres. Cowardin Class: Forested a�d �w�¢r�erlf Name of any water bodies on the site that have been ide�tified as Section 10 waters: � Tidal: N/A Non-Tidal: N/A E. REVIEW PERFORMED FOR SITE EVALUATIQN (CHECK ALL THAT APPLY}: . � �}-C' � '�I �f,c l 1 � Office (Desk) Determination Date: �� Field Determination Date s : � — ( > `�U�..,Z� ° I % l o �.i � . . 1. The Corps of Engineers believes that there may be �urisdictional 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 ofher person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in �--�- � t is-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 verifica#ion�for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for #he 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 preliminar�[ JD, which does not mak� an official dPtPrminatinn nf jurisdictional waters; (2) that the applicant has the option to requesi 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 specia! 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._per_mit author_izatio.n;_(_4)_ __.. #hat #he 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 app�icant'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 agreemenfi that al! 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 ac#ion, or in any administrative appeal or in any Federal court; and (7) whe#her 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 pursuani to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 33'i .5(a){2}). If, during that administrative appeal, it becomes necessary to make an official deterr�ination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictiona! waters on the site, �the Corps will � provide an approved� JD to accomplish that result, as soon as is practicable. � This prelimi�ary JD finds that there "may be"waters of the United States on the subject project site, and identifies ali aquatic features on the site that could be affected by the proposed activity, based on the following.. information: 2 � SUPPORTING DATA: Data reviewed for relimina JD check al! that �a I p � �. ---.._ ... .. ..ppY.. __ . ---- . _----.. ..... . _. _.. _ . ��= c ec �e �items should be included �in c�se filP�a�dTwherA�ho�k�� an� ; requested, appropriately reference sources below): . � � Maps, p�ans, plots or pla� submitted by or on behalf of the . applicant/consultant ' � Data sheets prepared/submitted by or on be�alf of the � ' -applicant/consultant ❑ Office concurs with data sheets/delineation repo�t. ❑ Office does not concur with data sheets/delineation report. _ � I—) Data sheet� uren�r�..cihj�q�: Corn.��.• � [� Corps navigable waters' study: Q 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: 1:24000; � I�utb�er_f_or_d South _ --- ', ❑� USDA Natural Resources Conservation Service Soil Survey � � � Citation: ❑ National wetlands inventory map(s}. Cite name: [] State/Local wetland inventory map(s): � � O ,FEMA/FIRM maps: � , ❑ 100-year Floodplain Elevation is: (National . Geodectic Vertical Datum � ' � of 1929) � ❑ Photographs: ❑ Aerial (Name & Date): or ❑ Other (Name & � � � Date): [] Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): ; IMPORTANT NOTE: The informa#ion recorded on this form has not necessaril been verified b the Cor s and should not be relied u on for later �urisdictional determinations. . . ,,�1 r ,.- � : , '� - � ; G, ' nature and date of � Regulatory Project Manager (REQUIRED) �x���� . /G�--- � ao1 Z lSignature.and date of person requesting� preliminary JD (REQUIRED, unless obtaining the signafure is impracticable) 3 �������,�,,���� North Carolina Department of Transportation j :5��7L1�1'�Vc�t�`!''', � � - .. .. Highway Stormwater Program �f. STORMWATER MANAGEMENT PLAN s (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 46112.1.1 TIP No.: B-5397 County(ies): Rutherford Page 1 of 1 General Project Information WBS Element: 46112.1.1 TIP Number: B-5397 Pro'ect T pe: Brid e Replacement Date: 6/10/2015 NCDOT Contact: Bill Zerman, PE Contractor / Desi ner: Sun ate Desi n Group Address: Hydraulics Unit Address: g15 Jones Franklin Road 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919 707-6755 Phone: 919 859-2243 Email: bzerman ncdot. ov Email: 'dalton sun atedesi n.com Cit /Town: Forest Cit Count ies : Rutherford River Basin s: Broad CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.137 Miles Surroundin Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.6 ac. 0.4 ac. Typical Cross Section Description: Paved 11' lanes with 6' shoulder section (4' paved and 2' grassed) Paved 11' lanes with 4' grassed shoulder section Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 5400 Year: 2040 Existing: 5000 Year: 2017 General Project Narrative: Project B-5397 is replacement of Bridge #800051 in Rutherford County on SR 2213 (Bethany Church Road) over Floyds Creek. The proposed bridge consists of a 1@100' 39" (Description of Minimization of Water box beam bridge with 4' end bent caps. The existing bridge is 3@ 25' steel I-beam with timber deck, timber bents with rip rap spill through abutments. The proposed bridge will Quality Impacts) require deck drains, however no drains will be discharged over the open water. Deck drain dissipator pads have been specified 4' wide with class B rip rap to prevent erosion. Existing drainage patterns have been maintained. A rip rap lined ditch is proposed along the left side of the roadway that will convey runoff from an existing ditch to the stream. The streambank will be lined with rip rap where the ditch intersects Floyds Creek. Runoff from the bridge deck will be collected by an inlet and piped down the fill slope to a rip rap dissipator pad. A 4' paved shoulder will be added throughout the length of the project which is the main cause of the increased impervious area. Waterbod Information Surface Water Body (1): Floyds Creek NCDWR Stream Index No.: 9-37 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) See Sheet 9A For Index of Sheets See Sheet lB For Conventlonal Symbols ����� �� ����� �������� �������� �� �������� � R UTHERFORD CO U1�T Y � LOCATION: BRIDGE 1V0.51 OVER FLOYDS CREEK � 01V SR 2213 (BETHAIVY CHURCH ROAD) � � CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TYPE OF WORK GRADI11lG, DRAl11lAGE, PAVING AND STRUCTURE Ta=l WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIIV TIP PROJECT B-5397 —L— Sta. 12 + 00.00 BEGIN BRIDGE -L- POT Sra. 14+88.88 -L- SR 2213 BETHANY CHURCH ROAD i _ r� � - q , -DR21 � END BRIDGE -L- POT Sta. IS+9l.13 G`L\� � G N�83 END TIP PROJECT B-5397 � —L— Sta. l9 + 25.00 � FLOYDS CREEK �o TO US 74A STATE PROIECT REFERENC6 NO � SNO. I SHe¢TS I DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL 5/GNATURES COMPLETED PLANS PRF,PARF,D BY: PLANS PRF,PARED Fon: gyDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � ENGINEERWG 0 DIVISION OF HIGHWAYS ADT 2017 = 5,000 a��o��i.iu�,_��auia����:icii.��;��i; ,000s;.�nn�agen,. 50 25 0 50 100 it�tv�7as ii��:u�7sa.u,s ea�a�gh,xc z�bto O�G�Oppyy, ADT 2040 = 5,4�0 �ci.iu.,�tii_i iw� i� ���� K= 10 % LENGTH ROADWAY TIP PROJECT B-5397 — 0.118 mi. zoiz sraNnann srEcrFrcn�oNs �a� g��\ PLANS D= 55 % LENGTH STRUCTURE TIP PROJECT B-5397 = 0.019 mi. r.E. j�� D1 SlGNATURE: n I 50 25 0 50 100 T= b %* TOTAL LEr1GTH TIP PROJECT B-5397 = 0.137 mi. RlGHT OF WAY DATE: BRIAN A. WILES, PE � �� eRo�Ecr E,vcrxede ROADWAY DESIGN �� � V= 40 MPH FEBRUARY 19, 2016 PROFILE (HORIZONTAL) * TTST = 1% DUAL 5% ENGINEER �� ����'� �0 5 0 io 2o FUNC CLASS = LETTING DATE: �p�' LOCAL FEBRUARY 21, 2017 REKHA PATEL, PE PROFILE (VERTICAL) SUB—REGIONAL TIER xcnor coxrecr P.E. S7GNATURE: DETAIL #1 DETAIL #2 SPECIAL LATERAL BASE DITCH STANDARD BASE DITCH � Ho� �o s�al�l I no� �o s�oie� ' na�u.ai rvon,�ol NONroI �?') � �,� Graund Ground ? —Fill , r' �o F�� °� � saoe d` �° d Geo�e.+�lo - g G`o�e""�`JY B Min.D=1.5 Ft. ' � Min.D=1.5 F. Max.d--1.5 Ft. 'When B �s < 6.0' 8��2�0 F�. Max. d=1.5 Ft. 8=2.0 Ft. Type of Liner= Class B Rip-Rap Type of Liner= Class e Ri�Rop FROM STA. 74 �-95 TO STA. 15-20 -L- LT FROM STA. 14+25 TO STA. 14+95 -L- LT 0 O 0 u1 � PROIECT REFERENCE NO. SHEET NO. �!��%,�, � DENOTES IMPACTS IN ENGINEERING �—s397 �;-"� SURFACE WATER � ww sHeerNo. -- ROADWAY DESIGN HYDRAULICS ENGIIJEER ENGINEER NC �,R��� 3220 GL6N ROYAL RD. ILSLEIGH, NC 27617 TELE 919.Y88.0224 FAX 919.788.0232 �S3 NC LIC6NS6 trP-0189 NP \ Site 1 — DETAIL #4 . SPECIAL LATERAL 'V' DITCH DETAIL #3 �"°^° s`°'°� RIP RAP AT EMBANKMEIJT (rvo�lo Scale� / ��FII Nalurol p'� Slo�c 10_m'in.-= - /_ Ground ?') T E��e` �D Grode �� 1 0'mi� ,� �, d �ao�a„ae �. �� Miti 0-15 F. GEOTEXiILE—' Type ofLiner= Class B Rip-Rap Maz.d=1.5 Ft. rype oru���- 3z roNs,n �i� a��aop FROM STA. 17+15 TO STA.17+50 -L- LT �ao�e.ne- as . / FROM STA.15-i-20 TO STA.15+40 -L- LT %/ �� O N DOCUMENT NOT CONS/DERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 5 � � � a��Ei � r � � � �� �� ,��._�ti � � ��� �"�-�' " � � � � ��'� , ----- ,,;' ---"-- � ^� — � SP L4T V DITCH �� O X �� �'✓/Cl B RIP RAP � � � ��-r�,.r - — SEE DETAIL #4 / ' � �w�� I O� — — WOODS . �/ �/ . ,y SECONDARY GRO TH / I I � � � X � RE�AR RIP RAP AT EMBANKMENT � J � �/ ' � SEE DETAIL k3�/� ��// Y�IGHT DITCH ' 1 J � _' 1 55 B RIP RAP � o ' I �. E5T 3 TONS O - ES7� 0 SY GEOTEXTILE . Rw I I{ "1� i REBAR STD 2' BASE D- 1 . � - 5 N� t., �.' — �� i ,3 W/C4 � RAP � / I Mpp Ex j ETAIL #2 �/ ' / CLASS II RIP R4P y' I w�` ,j I� s � / � cP �� �� O \ GAYLORD H, COWAN To TOP OF BERM I � a�e-E°� O I � � EXISTING BRIDGE � `�7 i � � secoNoaRr cR�w1H � / To eE kEMOveo �� GAYLORD H. GOWAN �, `� ��� HAZEL T. KISER � I 1 � ��� l �j i _ � w��� � BRIDGE k51 l i -�f`^' IMBER D�CK // �� saFC� nT ' 9ASE oITC I,] j '�� E W/ B RIP RA�\ ON�STEEL B�AMS �� — ' /� � i ^,✓�f� � � � GLA�((RIP RAP I j E AIL #1 . TOP OF BERM I � I I "�, _ v � i�i �� w000s ,Q, � R �\ �' E� F E h� � woo sft E 4���� �3,m; �� ° —e— � ��•��„'� �i w .,�,,, eo'� F � f�9, -�� -++ -� �i- -g �vP� � E� _ _ �� VC_=ss �` �_—DAiUW — 12 DIP EXisnrvG f'vw � u 8' PVC� � �� DIP ^ �RlCU 3 O��T�t 3r � �fi ��35� � u W _ WOODS \ � \�\ - ' - � �� - - - _ -- � �� _ _ � � _� � � - -- � � �� 8'P i A C \ �P� � — _ . — _ = r#r`rt� ' _ — _ - � 3, wsnNc � �7� I \ WooDs �s �� ��ro us �� qe u KN wN — � -� - �, � �o` --- -- �_-- "'' \ 1,�,; � � ' -- _ _ -- � ��— e�go�4 _ -- - - _ H -- . . - aooPR � - � — _ o N l8° 08' l6. �� � � -- —'--' — — — — --- — — zz esr ti r z� �% j l�l 23�0 ���� ���� 4"\ s coN� W ' cRnvE�_ Js�= -- - - � - - - - � - - - - N - - - - - - = _ _ ��'esr 26.4" E' Y-" +� ��� -_ -�� '- --- - - ' �-v�1,.,, „ - �^q-a sTe-�.,�,x,v,,,srnc r.i . - ��- - - - - - - . . - � . ����. r _ _ --�r.,s w � _ F ---- -�f, � '- �ti y,�,,, r. �-��-- FE�� ' �" Exs,��� e�w -' ac : _, ya eerv�mr cvuRcri �- —_ _ - � � ,�^� '� r , �- . r - -T eanu asa r� � s s_�!��� _ s_ _ �� 350 TL- c � / "l- _ � � ' �__ �—� _ A - _ ` , , ._ _ - _ -�. — RO.ao � � rL -��;1-^`t^^ . /� � . � � P s. � � - �j ��an�e 1 . o� — � �F � � � -- ou R ��-, — . a - ---,— _ sR ezi3 ��� �^'�;�:7 "' � �r' � DENA L. JENKINS / ) --- . -'`�� �� �r ae » F a� ' r�, P �—,� -�- T — ' � � w000 �j � � R � F _ o 'i � � 2 aRicn �' R � � o ' — ss — — _ = = _�—� ro � �� 2 � eu �! � w000s� � �� � -� r— s�aa� �v e oi �� / � �.I DECK D n c51PAT R.� srn.�+2e ro �a+oo � F� o � FTCoi�i / / � —� `-�� � EIP SEE #�— 30°HDPE � —T pp � � �_ _,�� +� 1'^ � SFtOULDER�@kR� IiFTE�— �l 4VEl PEDS 900PR �m�' �� '� ry — 5 ��'� T�� k'f p - �// / , �� `c� �%9-5F_WPP/��,� CONC DiTGH 7' CONC HW V 91 3p HOPF „� �� RY '� K � 48 ST C'�' N.���~/ � / 0�� // / � E / \/` PP RP �/ o/ / // BLOCK WALL W �.. s" G s �'% F � � 15' iELBOWS 2-� ..���.��,5� a-�s, .. s�coN�Aer �aowrH � ti r-,�--� _ � � `' �� o � j _ w000s � pN � ,��' / �r 1 �FW� v I �,�CL RIPRAP � �4,�'�/ . � _ � P°WEac / O � �� /oa. e /,.J�� �J � X~� �/ ���ST 5TONGEOTEXTILE � /� �Q, � L .�..3 �C.� O`c,.� �'�. � �- o � ��:��, JACK HICKSON DAVIS FAMILY TRUST r ��Q2' � E E E � �� ; / ( �%QQ= � �^' �_ � /` � � / � E �- � m�, � � 4, i - CANDACE SAMANTHA DORSEY 5-� � ? ,r . y � � �Q -� ) Wo0D5 .i�-..L,-rv� 8 �_ � � / �� / � .� R� '�r; \ ' /s / 'ww'�v�� �� ! �^'�� � � � �� � `��"��� ��0 � � � ��� TowN oF � `/4� � C? �_i% � � � � �^'�N�t.�' 4`� � ;d'� �� � �,�-� � �� � ���� �� � � � �'��� w000s FOREST CITr ,5 �,�i 4,:f � �'QKo �� Poo� -,x � ` � � � �L ,.�� � � � � � k � ��� �"".f' � �, � . LAUDE LUTHER STREET, J �� ( �' /�I � ( x _ ��� � 5 � �� �r� � � � ���� � �� �� �� ��� ' � �e� � � � � � �_ � � � � r� � �e / �, � c, � �� � ' � � zs � � �� � � � � � � � � i � . �" �y 4� � i � —� � Fo N— i' � � � � � � � � � �e � � '� �� JACK HICKSON DAVIS RrRA� �� � �'� CON� �� � �w � � ,�, �'�� �� � �� , �� �� �� , 5�� �� � ,;--� � N Er,S" �,K 'k � �k � �e � �e � FAMILY TRUST � � �f .� � � - N,Pa 1E � 1t VF /" �5 S \ pomER `° � � � � �E � � � � � / r�,�� ���, ,_ , � �� � 4� � 8� � � � �� K / / � k K \ � �� � �� ���"��� �� �� �� � � �� %� � � � � � � � � ��"---�' �� �� �3 > � � ��� � ��� oEiP 5 e��� � � � ��� � � ��r / �i 99 / - - / Kk \ � � DETAIL #5 �REeAR p� DECK DRAIN DISSIPATOR PAD / / � -o I r+o� �o scoiel / � � � � � i a � DISSIPAiOR � � P eN VFW / � � p / / 0 PqD b 'NOTE_CENTER PAD DIRECTLY BELOW DECK DRAINS / /m E + /Q GROUND� �\ �� � \ / �=�a '�;'_'_'_'_'_' � �6 GEOTE%iILE � o / PROF.LLE.YIEK' J��- 21'and 31' n > �m ryae oF��e�_ „roN� aa R�Rap \ FOn PF�OFILES, SEE SHEET 5 Geotexjile- 54 ry FROM STA.74+93 TO STA.15+14 -L- RT / / FROM STA.15-50 TO STA.15-81 -L- RT DETAIL #1 DETAIL #2 SPECIAL LATERAL BASE DITCH STANDARD BASE DITCH � Ho� �o s�al�l I no� �o s�oie� ' na�u.ai rvon,�ol NONroI �?') � �,� Graund Ground ? —Fill , r' �o F�� °� � saoe d` �° d Geo�e.+�lo - g G`o�e""�`JY B Min.D=1.5 Ft. ' � Min.D=1.5 F. Max.d--1.5 Ft. 'When B �s < 6.0' 8��2�0 F�. Max. d=1.5 Ft. 8=2.0 Ft. Type of Liner= Class B Rip-Rap Type of Liner= Class e Ri�Rop FROM STA. 74 �-95 TO STA. 15-20 -L- LT FROM STA. 14+25 TO STA. 14+95 -L- LT � PROIECT REFERENCE NO. SHEET NO. �!��%,�, � DENOTES IMPACTS IN ENGINEERING �—s397 �;-"� SURFACE WATER � ww sHeerNo. -- ROADWAY DESIGN HYDRAULICS ENGIIJEER ENGINEER NC �,R��� 3220 GL6N ROYAL RD. ILSLEIGH, NC 27617 TELE 919.Y88.0224 FAX 919.788.0232 �S3 NC LIC6NS6 trP-0189 NP DETAIL #4 . SPECIAL LATERAL 'V' DITCH DETAIL #3 �"°^° s`°'°� RIP RAP AT EMBANKMEIJT ( rvo� lo Scale� � FII / Naluml p'� �e< Slopo 10_min_= /,— G.ound 7:) �p p\o � da �'°�""� ��' d DOCUMENT NOT CONS/DERED FINAL R' �`°""''` -'� nn��. o-- t.5 h. 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E.... ,., .. ............................................ ................................................ �.. .. , � ...v �•� i. �:.. .� .........................................» ........................................�------, �..�., ,� ::. . .. ,... ..�-----� ................................... . ................................................ �.. � . � . ,... �... .... . .............................................. ................................................., .... ... 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 15+30 -L- LT Rip Rap Embankment < 0.01 22 TOTALS*: < 0.01 22 0 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 See Sheet 9A For Index of Sheets �ee Sheet 1C Fo� Convenrional �ymbols �� ��� �� ����� �d�������� � ll1/������� �ll' ������ VV' ��� � R UTHERFORD CO U1�TY � LOCATION: BRIDGE 1110. SI OVER FLOYDS CREEK � 0111 SR 2213 (BETHANY CHURCH ROAD) � � • � � V � � O V � J CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TYPE OF WORK GRADING, DRAINAGE, PAVING A111D STRUCTURE BEGIIV TIP PROJECT B-5397 -L- Sta. 12 + 00.00 � � \ BEGIN BRIDGE � -L- POT Sta. 14+88.88 f� US 22J � — \ -L- ' --_ SR 2213 — ��--_ _ ���BETHANY CHURCH ROAD q i _ �,�\O , G -g3 / N E1VD TIP PROJECT B-5397 � -L- Sta. 19+25.00 � FLOYDS CREEIC � /t �j/ / ,. %� �� i , � , y, i'� �'' j � �/ � � � / ��'/ �/ � i � / % _, �� i , � % �i i 4, � %��q`9�� ��� -� - � ��� �� �V�:. . END BRIDGE -L- POT Sta. 15+91.13 %' TO US 7 q DOCUMENT NOT CONSIDERED FlNAL UNLE55 ALL SIGNATURES GOMPLETED PLANS PREPARED BY: PLANS PREPARED Foa: F/yDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � ENGINEERING � DLVISION OF HIGHWAYS ADT 2017 = 5�000 3220GLENROVALRD RALEIGH NC2]61] /000 Birch Ridge Dr. 50 zrj � 50 ��0 TELE919.188.D224FAX 919.]88.0232 Raleigh, NC 27610 Q0� �����i% ADT 2040 = 5,400 N����ENSE�P-o,89 Q `� ��� �I� K= �� o�o LE�IGTH ROADWAY TIP PROJECT B-5397 = 0.118 mi, zo�z srAxnnrin srEcrFrcarron�s ���`� g`�°o PLANS D= 55 % LENGTH STRUCTURE TIP PROJECT B-5397 = 0.019 mi. �.E. o a SIGNAI'URE: �n, - e 50 25 0 50 100 T= 6 %* TOTAL LENGTH TIP PROJECT B-5397 = 0.137 mi. RIGHT OF WAY DATE: BRIAN A. WILES, PE � � vko/Ecz e,vcfNEea ROADWAY DESIGN � V= 40 MPH FEBRUARY 19, 2016 � a ENGIIVEER PROFILE HORIZONTAL * o o �'� Q`s� � ) TTST = 1/o DUAL 5/0 � o 10 5 0 10 20 FUr1C CLASS = LETTING DATE: �� 4�-�`���'�p LOCAL FEBRUARY 21, 2017 REKHA PATEL, PE PROFILE (VERTICAL) SUB-REGIONAL TIER xcnor coxrncr P.E. S[GNATURE: � s � BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � E; Property Corner � Property Monument n Parcel/Sequence Number 123 Existing Fence Line - X � � Proposed Woven Wire Fence g Proposed Chain Link Fence T Proposed Barbed Wire Fence -� Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary '^A Existing Endangered Plant Boundary EPa Existing Historic Property Boundary HPe Known Contamination Area: Soil -�--�-- Potential Contamination Area: Soil �?%--�--- Known Contamination Area: Water -�--�-- Potential Contamination Area: Water -�--�-- Contaminated Site: Known or Potential �� � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or WG Tank Cap o $ign � Well ° Small Mine i Foundation � Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S Buffer Zone 1 sz i Buffer Zone 2 sz z Flow Arrow < -- -- Disappearing Stream Spring �- -�_- ^ Wetland � Proposed Lateral, Tail, Head Ditch ��c False Sump - � ��I°�°I[°lE �i' ���$°;�1�1[ ��II$�ILI[.��1� ID1I�����1� �1F ������1Y� 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 WAY.• 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 fLW Marker Proposed Control of Access Line with Concrete UA 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 �. -,-�--� Orchard � CSX 7RANSPOR7ATlON � Vineyard M/LEPOST 35 0 EXISTING STRUCTURES.• NITCH � � � � MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall � MINOR: 0 Head and End Wall _ Pipe Culvert � Footbridge � W � � :�i;-' _ � E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � RDADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp ck > Existing Metal Guardrail � r = Proposed Guardrail T � � T Existing Cable Guiderail ° ° � Proposed Cable Guiderail ° ° ° ° Equality $ymbol � Pavement Removal � T�EGETfITJON.• $ingle Tree � Single Shrub �' Hedge ^�""� ""�^ Woods Line - `� `� "-�-_ Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D($.U.E.*) TELEPHO�IE: � � r �� ts ��Eyo�, coac — � coNc ww � caNc :�w >---------< � �6 O �—• Existing Telephone Pole f Proposed Telephone Pole � Telephone Manhole OO Telephone Pedestal ❑O Telephone Cell Tower � U/G Telephone Cable Hand Hole "H 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.*) � I.VG Telephone Conduit LOS B(S.U.E.*) �- U/G Telephone Conduit LOS C(S.U.E.*) --��- - WG Telephone Conduit LOS D(S.U.E.*) �� U/G Fiber Optics Cable LOS B(S.U.E.*) ----� F� --- U/G Fiber Optics Cable LOS C(S.U.E.*) ----� F�- - I.VG Fiber Optics Cable LOS D(S.U.E.*) ' F° WATE R: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LO$ B($.U.E*) U/G Water Line LOS C(S.U.E*) WG Water Line LOS D(S.U.E*) Above Ground Water Line N: TV Pedestal TV Tower U/G TV Cable Hand Hole U/G N Cable LOS B(S.U.E.*) U/G N Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) WG Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS: Gas Valve Gas Meter U�G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) WG Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information OO 0 6 �' Aic worer n �, I' Hl • � G LI 0 �s, �� � � AATUR E.O.I. BL POINT DFSC� NOhTH GPS-1 B-5397-1 58B2D5,333� GPS-2 B-5397-2 579751e2211 3 BL-3 57F3546e1457 4 BL-4 578822e29�3 5 BL-5 579353e6�35 >..,>,,,,,,,,,,,,,>._.,_,._,__,_.,..>,_� BM1 ELEVATION = 87IDe68 N 578734 E 1137764 L STATION i4�45o63 9107�' RIGHT RR SPIKE IN BASE 12'� SWEETGUM . S UR VEY C01�TROL SHEET B-5397 (PRELIMIIVARY) EASI E FVATION I STATION QI=FSET 113843Ee7q70 955e96 OIJTSIDE PR0IECT �IMITS 113E3823e3563 933e35 OUTSIDt PROJECT �IMITS 1137642n7713 885e36 12�29�33 34e54 FiI 1137E74e12�6 875e18 15-�1a51 21e63 LT 1137�t92a9523 898e�2 2�-74�17 17e7E LT -U POT STA.13 +50.00 = -DRI- POT STA.10+00.00 LOCALIZED PROJECT COORDINATES N = 578671.5716 E = 1137647.5130 �� 1VCDOT BASELINE MONUMEIVT (BL-3) LOCALIZED PROJECT COORD7IVATES ' � 1V = 578546.1457 I % l E = I137642J7I3 I 'n US zz� -- _ ___------ � -- - za__esr - - - -------------''� ---- � NOTES: BETHANY CHURCH ROAD SR 22I3 ���w� pti"�/ �y���� / V / AiCDOT BASELINE MONUMENT (BL-4) �" �" LOCALIZED PROJECT COORDINATES � N = 578822.2903 � E = II37674.I206 � � � � , �h \ BL-9 � � �U _L.ii�/ - - T T � ) / �e_ 3 / � / � -L- POT STA.I2+00.00 / BEG TIP PROJECT B-5397 � � LOCALIZED PROJECT COORDINATES �ti� � / ' N = 578529.0252 /�q4 � � E = 1I37600.8171 ���tiq i � �y�'� �� ��DR2 POT 3TA��0 +00.00 ��� � LOCALIZED PROJECT COORDIIVATES � � Ai = 578650.5585 � � E = II37711.6589 / � � � -= ��� -- � - A ��-_ I �/ �-r� � � � � �i---___ TIE LINE _� - S 26 ^_q� 20.07'� W _ - 7873.20' - - - , � / i , -DR2- POT STA. 10+80.00 � � LOCALIZED PROJECT COORDIIVATES 1V = 578726.5832 \ , E = 1137736.5634 BM#1 -U STA 14+45.63 91.70' RIGHT ELEV. = 870.6H' $ // \ �,5� �-DRI- POT STA.11+25.00 � LOCALIZED PROJECT COORDINATES N = 578632.6584 E = II37766.3017 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP✓/WWW.DOH.DOT.STATE.NC. US/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FOUND ARE AS FOLLOWS: B5397 LS_CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. • INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORZZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWORK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS) NOTE: DRAWING NOT TO SCALE PROIECT REFERENCE NO. SHEET NO. 8-5397 1C-1 Location and Survevs �Zn O � /� � O -L- POT STA. 19+25.00 NCDOT BASELIIVE MONUMENT (BL-5) E1VD TIP PROJECT B-5397 LOCALIZED PROJECT COORDIIVATES LOCALIZED PROJECT COORDINATES 1V = 579210.5075 ` I� � \ N = 579353.6835 E= I137846.5906 ��\ � I E= I137892.9523 �, \� v ��� BETHANY CHURCH __ _ _ ROAD SR 2213 \ ---_ _ \ � � j � --�� � 5� 5 / --- ------_- / _ _ TO U�� I __ - _ � / �� � � / ' - -- /h � �ti��W� -- --_--- ---A // q�P � ---- /���y ��5��� � � � � ,� � �ti54aw NCDOT GPS MONUMENT (B5397-I) � �� .Q�O� LOCALIZED PROJECT COORDINATES o`� N = 580205.3330 ��� Nt�6'�' E = 1138436J970 ���y�' � � / 1VCDOT GPS MONUMENT (B5397-2) � LOCALIZED PROJECT COORDIIVATES // 1V = 579751.2211 � / E = 1138823.3563 �� �/ r�5sar-� DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR TH]S PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B5397-1" WITH NAD 83 STATE PLANE GR1D COORDINATES OF NORTHING: 580205.333(ft) EASTING: 1138436.797(ft) ELEVATION: 955.96(ftl THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRIDI IS: 0.999753505 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B5397-1" T� -L- STATION 12+00.00 IS S 26°30'20.07" W 1.873.20' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NGVD 88 S UR VEY C01�TROL SHEET B-5397 (PRELIMII�AR Y) (DESIGI� ALIG11lME1�TS) -L- � IYPE ST�ITION NORTH ERST PC l�-�P�,GG 578341.1952 1137532.3436 PT ll -55.21 578486.465� 1137586e875ID PC 16-�3.25 578912.2417 1137726.3�26 PT 17-90.68 579887.3627 1137792.954� PC 18�99.87 579127.4942 113783Ee5m77 PT 21-59.49 579422.6�11 1137946e5527 DRI VES- ��; TYPE �TFiTION NORTH �qST POT 1B��B.IDB 578671.��716 113764�7e513ID POT 11�25.�8 578632 6584 1137766.3817 ��� TYPE �TRTION NORTH �H�T POT 1��aL�e�B 57865L�.5585 1137711.6589 POT IB�zi�.V�V� 5787;%6.58�s2 113773E,5634 NOTES.• L THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS✓/CONNECT.NCDOT. GOU/RESO URCES/LOCATION/ THE FILES TO BE FOUND ARE AS FOLLOWS: B5397 LS_CONTROL.TXT SZTE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. • INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWORK ESTABLISHED FROM EXISTING HARN MONUMENTATION SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. NOTE: DRAWING NOT TO SCALE PROIECT REFERENCE NO. SHEET NO. &-5397 1C-2 Location and Survevs (ROW MARKERS) -L- ROW MRRKER LONCRETE l7R GRRNITE-c RLIGN STRTION OFFSET NORTH CAST I L 12-BBeOB -19.Bm 578534e94B� 1137_i�82e7612 � 12��m�.OD -5�.�0 57E3544.57m5 1137553."sP�ir � L 12�23e26 �B.IDC 578535e5596 11376�5.5721 � l 16-�3.25 -5�.OD 578927.8�7p 1137678,8371 L 16^�3e25 5�i.�m �� 57t3Et96eb764 1137773e8681 L 17-9Be68 -5Be�m 57911�7e3B6ID 1137747e1B36 L 17�5!�e68 58.�0 579P�57e4193 1137838e8B45 L 17�9Be68 19.95 � 57987`�e4�59 ll 378 lle2469 L 18�99.87 -5�.�8 5792�7.4375 113779�.6573 L Iz3�25v0� -19.ID� 579218e17E35 Il:s7£32�7e2�£3� I DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT '85397-1" W1TH NAD 83 STATE PLANE GRID C�ORDINATES OF NORTHING: 580205.333(ft) EASTING: 1138436.797(ft) ELEVATION: 955.96(ftl THE AVERAGE COMBINED GRID FACTOR USEO ON THIS PROJECT (GROUND TO GRID) IS: 0.999753505 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B5397-1" TO -L- STATION 12+00.00 IS S 26°30'20.07" W 1,873.20' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NGVD 88 PAVEMENT SCHEDULE PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE 59.58 C1 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TVPE 59.58, C`2 AT AN AVERAGE RATE OF 112 LBS. PER S�. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. D1 PROP. APPROX. 2%p" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER S�. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE flATE OF 114 LBS. PER 5�. YD. PER 1" � 2 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%p" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 625.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. E 2 PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE 625.06, AT AN AVERAGE RATE OF 399 LBS. PER 5�. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, E 3 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5%2" IN DEPTH. J 1 PROP. 8" AGGREGATE BASE COURSE. T EARTH MATERIAL. �J EXISTING PAVEMENT. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL THIS SHEET) IOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. �� EXISTING PAVEMENT MILLED 3" ------ ------------- E%ISTING PAVEMENT MIN. AS DIRECTED BY ENGINEER Incidental Milling Existing Pavement � SURVEY ORIGINAL �,� GROUND �� AV RIAS E - J`�LOPES 6:7 �� ORIGINAL z,� GROUND ��n�k rts[F � s�es \ / 6:1 Detail Showing Method of Wedging _ 6 -i_ /2' u �� o E 'z_ 0 = 6,1 U�o �� o �= 6:1 � C ENGINEERING PROIECT REFERENCE NO SHEET NO. B-5397 2A-1 _ ROADWAY DESIGN PAVEMEIJT DESIGN Eh'GINEER EIJGItJEER 3220 GLEN ROYAL RD. RALEIGH, NC 27617 TELE 919.788.0224 FAX 919.788.0232 NC LICENSE #P-0189 6" //' //' 6' J�� V✓/Gfi 4' FDPS 4' FDPS � i GRADE o POINT Cl� W Cl�' " z � s �.�8 L�.�2 / �.�2-_--__ �.a2 � �.a2� 0.�8 �� - - � / � E2 �� � U , �� �E� � GRADE TO THIS LINE TYPICAL SECTION NO. 1 -L- STA. 12 +40.00 TO -L- STA. 13 + 80.00 -L- STA. 17+30.00 TO -L- STA. 19+00.00 � -/_- 22� 6" U' U' 6' 9' w/GR 4'FDPS GRADE 4'F�PS POINT � / Cl) o LL io 0.02 L Oz � 0.02 � 0.� 0.08' � - 9rz„ � T' Dl � �E� -� GRADE TO THIS LI�JE TYPICAL SECTIOPI NO. 2 -L- STA. 13+80.00 TO -L- STA. 14+88.88 (BEGIN BRIDGE) -L- STA. 15+91.13 (EIJD BRIDGE) TO -L- STA. 17+30.00 � -L- 50'-l0" FACE TO FACE � _5 ir �-a� u�-o° � _5„ 3�/2„ @ GR.4DE � POI T C� BRG. � � 3%z„ @ C� BRG. � 0.02 � �/ 0.02 � 00000000000 TYPICAL SECTIOI�I I�IO. 3 -L- STA. 14+88.88 (BEGIrI BRIDGE) TO -L- STA. 15+91.13 (END BRIDGE) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TRANS. EXISTING TO T.S. I�IO. 1 -L- STA. 12+00.00 TO -L- STA. 12+40.00 -L- STA. 79+00.00 TO -L- STA. 19+25.00 6:7 ��: � �� � Z7 �C -DRI- & -DR?- /4' � 4 3 7 �' 3 GRADE � C� POINT 0.08 � 0.02 � 0.02 � 0.08 I 4:1 `- , � GRADE TO THIS LINE ��„ ��� TYPICAL SECTION NO. 4 -DRI- STA. 10+15.00 TO -DRI- STA. 11+00.00 -DR2- STA. 10+10.00 TO -DR2- STA. 10+75.00 ORIGINAL GROUND I VARIABLE SIOPE SEE X-SECTIONS ORIGWAL GROUND VARIABLE SLOPE SEE %-SECTIOIVS 2:, f � 6 COMPUTED BY: � CHECKED BY: _ N DATE: DATE: SUMMARY OF EARTHWORK IN CUBIC YARDS $TATION $TATION UNCL EMBANK. BORROW WASTE EXCAV. +% -L- 72+40 14+88.88 1,169 972 197 -DRI- 10+00 11+00 0 559 559 -DR2- 10+00 10+75 19 122 703 SUBTOTAL i,igg 1,653 662 197 -L- 15+91.73 19-00 507 1,285 778 SUBTOTAL 507 1,285 778 SUBTOTAL 1,695 2,938 1,440 197 TOTAL 1,695 2,938 1,440 197 LO55 DUE TO CIEARING & GRUBBING -0 0 WASTE IIJ LIEU OF BORROW -797 -197 PROJECT TOTAL 1,695 2,938 1,243 0 EST.S% TO REPL4CE TOP SOIL OIJ 62 BORROW PIT GRAND TOTALS: 1,695 1,305 $AY: 1,750 1,350 SHALLOW UNDERCUT EXCAVAT�OIJ CONTINGEIJCY PER GEOTECH NEPONT = 50 CUBIC YAFDS UNDERCUT E%CAVATION CONTINGENCY PER GEOTECH REPORT = 50 CUBIC YARDS SELECT GRANULAR MATERIAL PER GEOTECM REPORT - 50 CUBIC YARDS Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are based in part on subsurface data provided by the Geotechnical Engineering Unit. Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Shoulder Excavation, Flne Grading, Clearing and Grubbing, Breaking of Existing Pavement, and Removal of Asphalt Pavement will be paid for at the contract lump sum price for grading. "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEI LANE TO SHOULDER BREAK POINT. FL4RE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDR4IL. G= GATING IMPACT ATfENUATOR TVPE 350 NG �= NON-GATING IMPACT ATfENUATOR NPE 350 LENGTH WARRANT POINT SURVEY LIIJE BEG. STA END STA. LOCATION L L � L Q � L E DRl � DR2 �i � � u� m / 0 CL 14+00.34 13 �i� 67.16 75+94.09 15+E5.91 11 i- 02.00 10+77.00 STRAIGHT SHOP DOUBLE APPROACH TRAILING CURVED FACED END END 14+94.09 LT 93.75 14+90 14�I��85.91 RT 718.75 14+70 17+12-84 lT 718.75 I 15+95 16+92.16 R7 106.25 16+00 CL 18.75 CL 18.75 SUBTOTAL 475.00 LES$ AIJCHOR DEDUCTIOI`IS GRAU-350 4 @ 50' -Z00.00 TYPE III 4 �iil 18.75' -75.00 TOTAL 200.00 SAY 200 ADDITIONAL GUARDRAIL POSTS 5 EACH ����� �� ����� �A������� �;L �1' :LLJIL�A.�' �//� ����1�7�� V'V' � Jl � S UMMAR Y OF EXISTIIVG ASPHALT PAVEMEIVT REMOVAL SURVEY STATION STATION LOCATIOIJ YD� UNE LT/RVCL L 73+80 15+02 CL 298 L 15+76 17+30 CL 376 TOTAL 674 SAY: 680 PROIECT REFERENCE NO. SHEET NO. B-5397 3B—1 SHOULDER BERM GUTTER SUMMARY SURVEY STATION STATIOIJ LEIJGTH LINE L 14+30 14+74 44 TOTAL: qq SAY: 45 GUARDRAIL SUMMARY ��N�� FLARE LENGTH W ANCHORS IMPACT REMOVE DIST. T�TA� ATTENUATOR SINGLE REMOVE AND SHOUL �� - NPE 350 FACED EXISTING STOCKPILE FROM yyIDTH APPROACH TRAILING APPROACH TRAILING XI GRAU I TYPE y� TE� COIJCRETE GUARDRAIL EXISTING EO.L. XI M-350 CAT-1 BIC BARRIER GUARDRAIL END EIVD END END MOD 350 III MOD SECT EA � G IJG � 6 9 50 1 1 1 6 9 50 1 I 1 1 6 9 ... 50 1 1 � � 1 6 9 50 1 1 1 I 2 - -_ - . ; - 2 - - - 4 4 4 4 REMARKS �� COMPUTED BY: _ DATE: PROIECT REFERENCE NO. SHEET NO. � CHECKED BY: DATE: �'��°�°�q` � -�°q ���"�°� ��������� B-5397 .3�-� � �JL���JL�l�i yJ1' ���� �Y�Y i11 ll � LIST OF PIPES, E11tDWALLS, ETC. (FOR PIPES 48" £� UNDER) ENDWALLS � "� i U m e Q rZj Om� � D - Q x " ABBREVIATIONS Z�u � N � � DRAINAGE PIPE R.C. PIPE R.C. PIPE � STD. 838.01, Q p� � � O w C.H. CATCH BASIN STATION C.S. PIPE � (RCP, CSP, CAAP, HDPE, or PVC� CLA55 III CLA55 IV �n STD. 838.11 � c V F o OR � O'~" r . FRAME, GRATES w w � m N.D.I. IVARROW DROP INLET STD.838.80 � Q �� AND HOOD W = � � D.I. DROP INLET � � Z Z O (UNLE55 .�? STAIJDARD 840.03 � N g �n o p p V NOTED Q Z ,a i G.D.I. GRATED DROP IIJLET a � O � � u s OTHERWISE� LIN � Z O � i G.D.I. (N.S.) GRP.TED DROP INLET � v Z ? w w � 6 Z o O N � V (NARROW SLOT) � w w U O o 'FT. � 2 '° J B JUNCTION BOX J ,n 12" 15" 18" 24" 30" 36" 42" 48" 12"I15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24"� V - � .. r w � � a , . 6 , �. SIZE < ce w d 12„ 15„ 18„ 24„ 30„ 36„ 42„ 48„ V n. Q .30„ 36„ 42„ 48„ � W �n a � u. O O N � 4 6 CU.YDS. A B m N u Z Z O W W � r ; W d ] � i a V Z M.H. MANHOLE � TR4FFIC BEARING W "' g � Z Z � � 'm 3 � � S Q T.B.D.I. DROP INLET > > � THICKNE55 � � I V � � � a � a � F Z � m � p OR GAUGE � � O O a d ❑ p a a m w '^ � �j ,a u f TRAFFIC BEARING p p Z Z Z Z a a � N V � a TYPE OF GRATE m _ LL Q T.B.J.B. 0 o O O � �u u� o o u w ? a � � s m - � Z Z JUNCTION BOX 0 O � oj V - - � l� o �V � REMARKS li E F G o � 14+68 RT 0401 B80.1 877.1 I I 7 7 1 0401 0402 877.1 870.0 28 X 2@15' � TOTALS Z8 I I I 1 1 1 2@15' I I I I I I I .. .—.— ... . I _— i_. I — .. .. .. .. .. ... . .— — ... I . I I. I . .—.. _—.. —_ . .—'---.. .—.—I �.. _. .. —...— .. .—.—. . . -. ....—. . . _.— ... —. — .. ... _ . — ..—. .. .. LIST OF PIPES, EIVDWALLS, ETC. (FOR PIPES 54" f� OVER) Z REINFORCED O o ABBREVIATION$ 0 CLA55 III R.C. PIPE BITUMINOUS COATED C.S. PIPE NPE B STRUCTURAL PtATE PIPE ENDWALLS � Z y STATION Z �UNLE55 NOTED OTHERWISE� Z� � W C.B. CATCH BASIN "' FRAME, GRATES ,�,� w N.D.I. NARROW DROP INLEf � ,n - Z o u u Z Z w AND HOOD iu O � °' D.I. DROP INLET O � Z � 0 j STAIJDARD 840.03 U N _ � _ � Q Q � � p _ W W � N G.D.I. GRATED DROP INLET - � Q w � _ � � � � `� w � G.D.I. (N.S.) GRP.TED DROP INLET _ w ,,, � W p O � u (IJARROW SLOT) � � � r o 0 � "' � o 0 Z "' W w d � � m � �+ Z m 1.8. JUNCTIOIJ BOX SIZE � p Z Z O 54" 60" 66" 72"I 78" 84" 54" 60" 66" 72" 60" 66" 72" Z O Z � � 3 N J � U F _ _ i T a _ g "' m m N J M.H. MANHOLE O SHOP ti u o � S W T.B.D.I. TRAFFIC BEARItJG DROP IIJLET ELON- ' ' r� m Z a Z� Z � p T.BJ.B. TRAFFIC BEARItJG IUNCTIOIJ BOX � GATED � �j Z> � TYPE OF GRATE '~" m 0 �'^ '^ �U U w p O ' OU �^ Z w 'w r�� ' r� Z THICKNE55 s � m x Z ? OR GAUGE 72 �� �Z �� �� �� 3 3 � U V O � � � O O � � O O a ' ' E F G o a REMARKS V I I I I I I I C Qi � I I � I�i � I I � m � Im 0 � I � I o� ��� �� SUMMARY OF SUBSURFACE DRAINAGE LINE � Station � Station � Location � Drain Type* � LF TOTAL LF:I 100 `UD = Underdrain *BD = Blind Drain *SD = Subsurface Drain (4-21-15) STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS SUMMARY OF AGGREGATE SUBGRADE/STABILIZATION Aggregate Aggregate Shallow Class IV Geotextile Stabilizer Class IV LINE Station Station Type Thickness Undercut Subgrade for Soil Aggregate Aggregate Stabilization Stabilization Stabilization ASU/AST INCHES CY TONS SY TONS TONS CONTINGENCY ASU 50 100 50 TOTAL CY/TONS/SY: 50 100 50* 0 0 �asu = Aggregate �udgraae, �4s i = �4ggregate Staduization *Total square yards of Geotextile for Soil Stabilization is only the estimated quantity for ASUTAST and may only represent a portion of the geotextile quantity shown in the Item Sheets of the Proposal. O � Q � U O 0 � a � U � 0 � c 0 � � 0 � i � N � O � W � O Q DETAIL #1 $PECIAL LATERAL BASE DITCH � No� m s�oie� Nae,�oi p.. o� �, . r��u Ground �:� D F\ot�e< slope �eo�a�ae-� g Min. D=1.5 Ft. Ma=. d=1.5 Fr. B-2.0 Ft. Type of Liner= Class 8 Rip-Rap FROM STA. 14+15 TO STA. 74+95 -L- LT DETAIL #2 STANDARD BASE DITCH I �o�+o xaiel No�urol No��rol Grou�d 7�� ry� Gro��d d ° Geo+e.��ie � g Min. D=1.5 Fi. Ma..d-1.5 F�. •WM1en B 'is < 6.0' B�2.0 F�. Type of Liner= Class B Rip-Rop FROM STA.14+95 TO SiA. 15+20 -L- LT -L - -L - -L - Pl Sta /0+77.65 Pl Sto 16+97.04 Pl Sto 20+29.72 p= 4° 52' 27.9" �LTJ p= 5` 22' 09.8" (RTJ p= 3° 09' 0/.6" �RTI D= 3` 08' 25.6" D= 2° 5/' 53.2" D= l` l2' 48.6" L= 155.2/' L= 187.43' L= 259.62' T= 77.65' T= 93.78' T= 129.84' R= 1,824.45' R= 2.000.00' R= 4.72L57' SE = 004 C PROIECT REFERENCE NO. SHEET NO. ENGINEERING e-539� 4 _ RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS �j(Z��- 3220 GLEN ROYAL RD. RALEIGH, NC 27617 ENGINEER eN�weeR �1C ��! TELE 9�NC$LCENSEF#P-0189 788 0232 �p,0 DETAIL #4 SPECIAL LATERAL 'V' DITCH DETAIL #3 �"°"° s°°'e� RIP RAP AT EMBANKMENT i No„o s�a�e� � F��� 10'min G�o�nd FO�O� ��os� SIoPe 0 c ae '�0�""� -� a� / DOCUMENT NOT CONSIDERED FINAL �a°'en"'°-� m�n. o-�t.5 F�. UNLESS ALL SIGNATURES COMPLETED \ GEOTE%TILE-' Type ofLiner= ClossB Rip-Rap Mox.d=1.5 Ft. Type of ��ner= 32 TONS,a'i� R�p-Rap FROM STA. 17+75 TO STA. 17+50 -L- LT BEGIN TIP PROJECT B-5397 ��°�e^,��e= 35 = END TIP PROJECT B-5397 -L- POT Sta. 12 + 00.00 FROM STA. 15 I 20 TO STA. 15+ 40 -L- LT / o / -L- POC Sta. 19+25.00 0 o j . o � N � /� , a �` � �O O , O � E+5�`�ro� ' � � '- -. p \ - oMVP" O� , „_ � � � a� f� N T � E e�WE W � • O � - N ��� o � �/ . � ' � t� � + � � � -- - . � � - l0 / I� __ :.�, � � �/ � � U � �� � � � _ � � _ ' • X ;� � J - RIP RAP AT EMBAIVKMENT O I � R .��_r� . � •--.. I (9, E SEE DETAIL #3 / � - ' r , � -• a �- J ~� / I �I � 1� ,5 _-_ -_- � 5 I r'r I I C� � r J N 8. -� . I � Ui 4 I b3r „� 'G- / � r` _ SF aCAFr GROW7H SPEC. l27 tl DITCH � � � y. I REeAk �" A j�' , W/eL $ RIP RAP � z 4y] ,�g�E -L- POT SfO. �.3�".SO.00 - CLA55 II RIP RAP STD 2' BASF DITCH . f` J I ��bAYLIGHT DITCH MM,�� SEE ETAII, �4 ,.,� � ' I I'�� N � t'. N Zz98' TO TOP OF BERM WSEE DETAILR#2 /.'_ ,. ,� J; i CL455 8 RIP RAP _ i' p� i I O � �' ( ) � r ,iD�,i.:�r ;�R� wT�. � �O� EST 3 TONS � � •. _ 3g. -DRI- POT Sta. 10+00.00 � _ �� � �,, r~� � � oMP ' � o ,� � 7 R BAR STR PAY ITEM T�NG BRIDGE 1 / O ksi io sv �eorexraE i � A - � O SPEC. LAT 2' BASE DITCH �� '/ E*\ \c � �� ^-f .�'` \ �� O BO.00o WSEE DETAIL�00 .,,,''� EXCAVAT' 5000 « ��/ /�, (STR'STRAPAYOITEM) .- � +90.68 � + 7 i�` � `-� � t GAYLORD H. COWAN STR PAY ITEM r-E � ��� Q - DB 484 PG 07 +75.00 g�-q --� V - �1 �,J � j � GAYLORD H.COWAN , ��f,-,S-' ' HAZEL T. KISER 80.00 � ,-�Q3�5 ^ 00.00 DB 484 PG 07 99.8 I, DB 7i7 PG 264 n� SOOd i T, +75.00 Fin�.� _= 50.00' & 60.Od � 60.00' I i DB 7i7 PG 266 +D0.00 �Soi , � \ ;�i i i� 5000 � +90.68 � i so.oa 3j zF, E � E � 7; iu �i ,f cuSs�rsnP 60.00' i � i \ 50.00' ?9�. F _�� f ,,i - ,F,�" TO�TOP OF BERM 50.00' \� i ,._, � � F �TR PAY ITEM) +9987 '^��: C� i -/ - �' �� ' "'� � 5000 " ,{`',j'�� • +00.00 �� -- imi >� - - _ _ �a�Pv=ss �� . � "�-,, ewsrwce�w � /9.00' �,�.Q `n �zoz � ., �. � rn,i -,!' E} o o=i ,�a5� _ y� F�L _ _> -,-...,..R � �_ E �- E- __E'-�� +2500"i �� . BI..-5 � � C _ _ �� �a. I _- --r _-"- ___ ^'. --_ _ p - -� __ 20'\ GRAU�3 0. Tt 3 F .�^-- li' _ __'� � � �.Di�' � � C I9.00' �' � . 3 � � r �- � -- _ � _� _, � _ _ -- � -- _ - - � �kau_as� � ,,_ r s� ��v R, v � � � ` : _� _ . . ._ YPJ __ - _ - _ . . . �.. �� __ -- -1-'- 3 - _ �- -- '� � - --- -- � E- 0 US 2Ll � .li E � k V" f ".I ' >" 1` o .. o , _ _ __ __ _ .. i .' � , �� o N l8° 08' l6. i -- - -- � __ �, ��-_ q�rzPr �<<.r? z��, � W* ; o o Tsz� ,� � N 2 3026.4Ea �'- - -�,{�I'a"o%�� ` `� ` ------ - --- ,� �--- - - - � � - �I= - - - - - _ - - - - - - _ - -- _ - -- - ___ -- --- F��-,1-- - .,, - -`-- - - - --- -_ - '� ` ----... - . ., -� - E �S,N� P � � _, - _, - - -= o o _ _ aR ._ �, o - _ __ , ___ ' 48 Si L_' , '6RAi1 350 PF l i - G 350 TL_ �� -`� __ __ � c--i ` � ^ - - � ,I � --'�.-- :-�-�- - . ..'-^"'`,,., �,-.....,��� . �.,- ,�7 � i � � �` �<Es i�. -.� � F _ N � ;�` - fiT�--� �.. � �.:�,� xs - i;�. r - �-_ w � ..,-i, �-,c,a� - �� _ -- ; � y _ ) _ _ _ �/' �'� �� ' EIP c,. I �' F , � �'+ / �RADE YO ,. � ' �-_ � r - - _ _ --� -_�>R 2d� _ __ .,. � .. � c ai j' '� DENA L. JENKINS . . / s - , j BL 3 Q - `a2 -. F �_� .. � , ��- _ ��� ��� � ��; DB 991PG 310 �_.�i,� �-�' �y � 1 i� , ,, Okt+N-, d rF - _ L� � F ,'lr � � ��-F ���`s - __ = Tou_ 7a� �_ \, _ ^ R / / � , E�� ti DECK DRHIN 6 RAFOR � _.r ., �-'-_: R z � � qo>e i i � W F , I ��� o ' p -_-_ � F , � �q'z -1 ��� - _ ` � , � + , � � ,��� _ v, � n - �� �� - . � _ �-E � Z tu � 25.OL1 � ' ���- � � . � � l � y . ._ r . _, . --- - ,� ,S� �� 23z5 � i I I w `�i see oerna #s � �� C�7 reFa _.�a + � ,00PR � ea z= ti 4..�- t� . _..- � ai/ " W, . .- +55.00�, y .... _�� ',tk , - - L --, ,F;-��i � h , . ., `S , , �.. 50.00' 3 ., � .. :, � E ,,...� ��-�� � 50.0o i o , ; ";• Si46i413o a�� TGutiEf! +000 ""'' . ' ,:.� ; . ._ 19.00' . , .a ��. i5.z3� , p w/ � /" rDR POT Sto. l0+ 8:00 F � , .� o J ' ' � +s3. +oo.00 �' : �� ,,�_,- l \ E+s`"ti �" <,�`e E_ ,� ` p // �i� �Rl ; POT Sto. I0+67.50 r i o � t I;' ; I,' zoc� � m ia tv��sowsP sue +os.zsso.oa \' � +40. oo ao.00� �. / J C � e�°� q6�e � O - '-DRI- T, 5tn: ll+Z5.00 �=D � + �f F 00 40.00' .; �� v� �_ n� ___._.T, 2>' �}'S // iso v� ...: J F W... I _ I s/,�' ��� RIP RAP 50.00 � ,� + �f • 4, �� �-._ 62.00'. i o r , , ` ^ µ � N ~ Ga� E i � � °O � E ,. E E � ' � rt i roN 3o.ao p � c� PP / � ;:' . , O ; ' � 4 � � � R / +` -... �- `� -�` 90.68 � � r ` �e / / e � � �,�..,-.. o+ / P� , -+N , ' ' y ; F�57 5 Sv GEOTEXTILE 60.00' +4 00 �}/ 2 Q� ,� CANDACE DORSEY BUTLER ,_. - �V , n � ,c� , o�" - .� JACK HICKSON DAV6 FAMILY TRUS ��-' 3M"I - 5�.00' � 5000& F*'� � j -' .- /� � �� DB 808 PG 539 / y� _ w cc- ���. ���1F� P8 IIPG 112 �• �7� �" /.^r �a" � ., 7 a� � ,; y � - , . � _ -L- STA I�I+45.b3 .�� � � _, . AND HUSBAND. , _� .. .t, �, , . , e • / � �� � , ._�.,' +74.55 ... +85.00 � o- - : :,b0 NOT ^ � / -r-�vw.- � , k �,F � , ��� � o; y 91.70' RIGHT , � � �MARK CHRISTOPHER BUTLER ` �-��_� _/� / � ,� i� d� ..r`'",�` ..� 132.50' +80.00 90.00' �- �' �-v} ELEV,=3 0.68, �� ;� Dl57RUB f .�. �� � _ w.. _ �j � 'K � /-� � � � � �.. 13250' �- TOWN OF � � � �.%�_, � %� ti� � �� �1 =' DB i048 PG 826 _ `� � �-��'� "��' � �" � � ���� 'K�- ,o., � , I� � 4"> - /� �/o� s' '� PB 14 PG 108 m'N �, u+ FOREST CITY � � '� � �� X � ',� L� i�` �K � DB 697 PG 152 "`u,, "�e �� �Q.�' � � � � � ''` s���n �-=�5 ��� -�ELAUDE LUTHER STREET.J . ��a��� �� ���� �� �, -' � ��_ ';-� Jrf�� � ,,' � � � �F O xs�m O ya�V���� �';��\°� t , , �`�� �i� �- , t� � � /yyy; (((S �;�`� i � � � � y- � � � '� F` � DB 937 PG 82 �� -i� ��x ?Srq �� .. __ � � A �i o P �\ �' �� P ; . �� � . . t NC �' � r� � vr. , f � / � � � A � , / I .. � ai+� �"' � �� � � �r � � JACK HICKSON DAVIS REOAF s � - i �;� � �.�s" / �e � �e � � FAMILY TRUST �' e , � /-- '�` . � oM PN� � / � �- � � � � ' DB 808 PG 534 �S � � { �� � �� � poWE�' / �� Js n�Eu ��� �l PB II PG 112 � . ' � � '� S^ � h��. N 43^O� � , / r / � i_ o�tE � � V� � 1� 'k d- � `� � � �• . � �2 �p� �' � ',r �.� / \,�� � - -y4 - � 1a l N _ i �� / , � - �-- � - I � � 9a3 EIP / � � " �6 9/ � � � � i /� O , `e\\\� �029F � N995< / � / q8 qH 9' f I � p b EIP / K . N j6��0 / / j`K ^p 69z E N N;� C C � � � � �i Q C� m / O �9� � O/ \ �S N�. ro 0 � 2 iOM STA. 14+93 TO STA. 15+14 -L- A tOM STA. 15+50 TO STA. 15+61 -l- R / / \ RE�AR � � / / � N oen / 98°?g� � � ,�� 1� S2g�� 9 F N 2p / h' a n ^ � / i_. / � \ FOR PROFILES, SEE SHEET 5 � ,r I - � � � � - � __ � � � � _ � � � � ; - i �, � � II �. - - PROIECT REFERENCE IJO. SHEET NO. , '� i � ENGINEERING � i �, i B-5397 5 � � � � �.� ' � ' ' ' ' _ ROADWAY DESIGN HYDRP.ULICS . . . . . . . . . . . . . . . . . ' . . . . ! . . . . . I . . . . . . . . I . . I I . . . . � . ..I . . . . I �. . . ENGINEER ENGINEER jj ,� I �II I II '-' I , -- �, , , , , -- - - '�',-__ -'- -- I � - i ��- - : _ ���: _ �� i i -�— - �- i__-i__ �-��-��_ _ " L'. - 3220 GLEN ROYAL RD. RALEIGH, NC 27617 ---- -_ -- _, i - TELE 919J88A224 FAX 919.788.0232 ---- __ ___ '_ ___- _ _-, __ _ _'_'_ -_- ----_ : _ __ _ �. . . . — � i � - .- ; r - ----- i i � I� '� �i - NC LICENSE #P-0189 i i i i i i '�, I �, j � I, , � � � � BM l ELEV = 870.68' j �� �� �� I � � '��'I � ii � � i I j N 578J34 E l.137,764 - I� - - RR SPIKE lN BASE OF l2" SWEETGUM ��' ' �L I'�' I� I�- -- I '� , ' : -L - ST A 14+95.63 9/.70' RIGHT i -- II II � � I-� � � , � � � � � '� I � ! DOCUMENT NOT CONSIDERED FINAL : : �. �. I �. . �. i ', �. . �I . �. : �. �. . �. I . �. �. I �. . . . . : =�Ii . I �. �. �. li il i . �. . � . . �. . I .Ii �. �. . . : : �i ii . I . . UNLESS ALL SIGNATURES COMPLETED -- . , �. I ��. �. . ��. .. i . ii . . . . il . . . I .r I . . . i ��.i '�.� �. �i i i� i I i II � II II ���I I i II � I II I ND GRAD � �__ , � �- —_ � � i � �--_; BRIDGE HYDRAULIC DATA ---_ __ - -- ---- � � - L- STA.I f00. Q --- ' - , _ -- -- �I� � - _- �' � ��-- ��__ . _ EGI GR DE - __ T -� �!, : C= 890.6� , I_ . DESIGN DISCHARGE = 2.100 CFS - . . - � Pl - 17+25.00 � — �' ' L- TA.I +4000 EL 879.90' i ; I I i - I � DESIGN FREQUENCY = 25 YRS -_ I - = I I � � —� DESIGN HW ELEVATION = 869J FT EL 886. 2' PI - 13+75.00 VC 240'7 , i I � ,� �i BASE DISCHARGE = 2.800 CFS K 4 � VC - 250 � 5 V= 35 m h ' � ' �� � BASE FREQUENCY = l00 YRS � K= 49 I i I p � _ �� �_ __ __ _ _ i � � _ V - 35 mph __'� __ , � -_ _ _ _ , _ BASE HW ELEVATION = 870.68 FT _ __�� - _ _ i i �— __�.� '- _ __ �I - 1 — , �I �-- i -- --' OVERTOPPING DISCHARGE = 3.600+ CFS =_ -- _ � _ ' � _ r : -I � ROP SEQ GifaZ�F - � - � � - I— ' OVERTOPPING FREOUENCY= 500+ YRS I �--- -- � - -"" � �I -- E%t- VATE T� - APPROX � .-. � . TO �BE REM VED .... � -- _ � -- - T'� - I � e�ev. a a.o nr a � � I csre vnv ir M� : i i ' OVERTOPPING ELEVATION = 880.5 FT I _: ' i �+)5•��� � I _.. �II 629`, ( I ' ' ST PAY ITEM) ' 5T 105 GY ( _ +)O.J� . i i e sPe ` � �'3 ' � ' ' DATE OF SURVEY = Morch 2.20/5 _ � �. ��'�� �IP YA7'V'DITCH . . � .. I -- _ cai eas oirc 6O ..- — I'— _ _ � �� � �� sr n+so.o �- �;_ : '� __: --'� W.S.ELEVATION - - __ . ---- ec sazs AT DATE OF SURVEY = 86/.6 FT .. B �. i .. �.�. �. �.�. j �.EL 877 � �. �. . O: . �� EXCAV TE�TO APPROh� .�. �.�. . �. I � . . . . . . i . . . . j . . . . . . ELEv. 8 39 �AT CL I . . . . . . � . . I , XIST NG G OUN ,�� _ eN saE �� � ' I �I ea - � _ I . . SPEC AT . . 15�.7 ORMAL ' 3.5 . . �... � I� I'ill 'CLA$ IIRIP AP � I " ST �/7f/S�' L-..LT . . . . .. "., . . . . . . �il 14�0� . . . �. �. I � �. . ( � _ i- - . . . . - . . . . . . . . - F FFfM � �53:1- Slf . , . �� II . . . -- EL - 8 7.0 � / � STR AY ITE 1 ...._ I I_ i.__ 7 55 l KEWED STR P Y ITEM i I SE DI CH � t 5 i i iOw,M EL 879. i L4 II IP RAP . . . i� . ... . . .. � J . . . . �. �. . . �. . 'i. . . I . �, . . I . I_ .. -... _- __ . . . . . -. . �. �. � �� IiI� . . 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