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Home My WebLink About20160253 Ver 1_Application_20160311Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Rivenbark, Chris Friday, March 11, 2016 1:54 PM Andrew Williams (Andy); Wanucha, Dave AI-Ghandour, Majed N; Chapman, Amy; gary�jordan@fws.gov; Jones, Brandon H; King, Art C; Koch, Thomas K; Carpenter,Kristi; Lauffer, Matthew S; Mellor, Colin; Ridings, Rob; Staley, Mark K; Thomas, Roger D; Wilson, Travis W.; Twisdale, John W; Wilkins, Ronald B; Robinson, Beverly G Permit Application for B-5360, Randolph County Follow up Completed The permit application for B-5360 has been prepared. The electronic copy can be viewed/downloaded at https://connect.ncdot.�ov/resources/Environmental/ This email serves as our permit application submittal to the U.S. Army Corps of Engineers and the N.C. Division of Water Resources. Chris Rivenbark Project Development & Environmental Analysis Natural Environment Section North Carolina Department of Transportation 919-707-6152 office crivenbark(cDncdot.qov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Transportation March 10, 2016 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Attention: Mr. Andy Williams NCDOT Coordinator PAT McCR�RY Governor NICHOLAS ]. TENNY50N Secretary Subject: Application for Section 404 Nationwide Permits 13, 23 and Section 401 Water Quality Certification for replacement of Bridge No. 374 over Sandy Creek on SR 2481 (Low Bridge Road), Randolph County, North Carolina, Federal Aid Project No. BRZ-2481(2), TIP No. B-5360. Debit $240.00 from WBS Element No. 46074.1.1 Dear Sir, The North Carolina Department of Transportation (NCDOT) proposes to replace existing Bridge No. 374 over Sandy Creek on SR 2481 in Randolph County. The project involves replacement of the existing 78-foot bridge and approaches with a new 290-foot bridge. The new bridge will be placed downstream on new alignment to the east of the exisring bridge. The new bridge will include two 10-foot lanes and 3-foot 11 inch offsets. Traffic will be detoured offsite. Please find enclosed the Pre-Construction Notiiication (PCN) form, stormwater management plan, permit drawings, and roadway design plans for the above referenced project. A Categorical Exclusion (CE) was completed for this project on January 6, 2015, and distributed shortly thereafter. The proposed let date for the project is October 18, 2016 with a review date of August 30, 2016. However, the let date may advance as additional funds become available. Project construction will require 44 feet of permanent stream impacts and 53 feet of temporary stream impacts for bank stabilization along with wetland impacts of <0.01 acre of fill for riprap at the bridge and 0.03 acre of inechanized clearing for the new bridge. Regulatory Approvals Section 404 Permit: All aspects of this project are being processed by the Federal Highway Administration as a"Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT requests that the project be authorized by a NW 23 for bridge construction. We are also requesting issuance of NW 13 for bank stabilization resulting from project construction. �Nothing ComparesJ.� State of North Carolina I DeparCment of Transportation I PDEA-Natural Environment Section 1020 Birch Ridge Drive, 27610 I 1598 Mail Service Center I Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-5785 F Section 401 Permit: We anticipate 401 General Certification numbers 3885 and 3891 will apply to this project. A copy of this permit application and its distribution list will be posted on the NCDOT website at https://connect.ncdot.�ov/resources/Envit•onmental/PaQreS/. A copy of the CE is also available at the above website address. Please contact Deanna Riffey at either driffey@ncdot.gov or (919) 707-6151 if you have any questions or need additional information. Sincerely, .�-- �i S Rodger Rochelle, P.E., T�' Technical Services Administrator cc: NCDOT Permit Application Standard Distribution List o�aF w a r�9Q� v� r 1 1 > -i 1 �.�' (� Y Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 23 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. 1g. 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 374 on SR 2481 (Low Bridge Road) over Sandy Creek 2b. County: Randolph 2c. Nearest municipality / town: Ramseur 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5360 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) 707-6151 3g. Fax no.: (919) 212-5785 3h. Email address: driffey@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): notapplicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.4706 Longitude: - 79.3957 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 1.1 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Sandy Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS-III 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Land use within the vicinity is agriculture, a power line utility easement, low desity residential housing, and forested areas. 3b. List the total estimated acreage of all existing wetlands on the property: 0.03 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 79 linear feet 3d. Explain the purpose of the proposed project: The bridge is considered structurally deficient and is functionally obsolete due to structure and substructure conditions. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacement of the existing 78-foot bridge and approaches with a new 290-foot bridge. The new bridge will be placed downstream on new alignment to the east of the existing bridge. The new bridge will include two 10- foot lanes and 3-foot 11 inch offsets. Traffic will be detoured offsite. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo�r this property / � Yes ❑ No ❑ Unknown project (including all prior phases) in the past. Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? � Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Kimley Horn Name (if known): Beth Reed Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 4/24/ 12 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): � Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Temporar T Mechanized � Yes � Corps Site 1� P❑ T Clearing Floodplain Pool � No � pWQ 0.03 Site 1� P❑ T Fill Floodplain Pool � Yes � Corps <0.01 ❑ No ❑ DWQ Site 3❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.03 Permanent 0 Temporary 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, width Temporary (T) (INT)? 10 (feet) DWQ — non- 404, other) Site 1� P❑ T Bank Sandy Creek � PER � Corps 25 44 Stabilization ❑ INT ❑ DWQ Site 1❑ P� T Bank Sandy Creek � PER � Corps 25 53 Stabilization ❑ INT ❑ DWQ Site 3❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 44 ft Perm 53 ft Temp 3i. Comments: 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Temporar T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts X Permanent X 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 Flo Flooded Filled Excavated ode Filled Excavated Flooded d P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem orar T re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Buffer impacts for this project are less than 40 linear feet for the road crossings and are exempt. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Shifting of the alignment was incorporated to minimize water resources impacts. Direct runoff from the bridge deck was eliminated from the receiving stream and the drainage systems outlet to rip rap pads. The low water bridge was eliminated to minimize or eliminate debris buildup and road overtopping. Other than no build the minimal effects to one wetland and stream on this project is unavoidable. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the Protection of Surface Waters will be employed. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? If no, ex lain: Wetland amount is <0.1 acre and low ualit . 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: 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If bufFer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Management 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 government's 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 N/A 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)? 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 the 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 habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. � Yes ❑ No � Yes ❑ No � Raleigh ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS county list and NCNHP database along with field surveys. Survey last conducted for Schweinitz's sunflower was October 2015. Habitat is present, but no Schweinitz's sunflowers were found. Biological conclusion is No Effect. A survey was conducted for Cape Fear shiner in April 2012. Habitat was present, but no Cape Fear Shiners were found. Biological conclusion 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 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS Countv Index 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 status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? ❑ Yes // . /1 . 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? I� 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 �� Rodger Rochelle, P.E. � 3— ro - z o�6 Applicant/Agent's Printed Name Date Applicant/AgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant is provided.) ll TIP# B-5360 ATTACHMENT PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): � � � f ,. � B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Kimley-Horn and Associates, Inc. Attn: Beth Reed, PWS, on behalf of NCDOT P.O. Box 33068 Raleigh, NC 27636-3068 C. , DISTRICT OFFICE, FILE NAME, AND NUMBER: �Mil(V\iY�ti�-�� JVl.-�C�`r/�!j-�3%f3�! ��"_Z�l�'"Z3�� / D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State:NC County/parish/borough: Randolph City: Ramseur Center coordinates of site (lat/long in degree decimal format): Lat. 35.470634° N, Long. 79.395702° W. Universal Transverse Mercator: Name of nearest waterbody: Sandy Creek Identify (estimate) amount of waters in the review area: Non-wetland waters: 444 linear feet: 2-60 width (ft) and/or 0.31 acres. Cowardin Class: Riverine Stream Flow: Perennial� ir.tz,-;�,+��i' Wetlands: 0.03 acres. Cowardin Class: Palustrine Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: N/A Non-Tidal: N/A E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: � Field Determination. Date(s): 04/24/2012, Ronnie Smith, USACE TIP# B-5360 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. !n any ;.ir�umstance �,n�here a permit a�plicant ebt�;n� an ;ndivid�!a! pPrmit, 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 orjudicial 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. This preliminary JD finds that there "may be"waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: �a TIP# B-5360 SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): � Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: k�aw►�� --k�t � �- I�jz`'`�"`'F{� � Data sheets prepared/submitted by or on behalf of the appli ant/consultant. Office concurs with data sheets/delineation 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: Grays Chapel, 1:24,000 ❑ 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):2010. or ❑ Other (Name & Date):. ❑ Previous determination(s). File no. and date of response letter: � Other information (please specify): N�-�� '��r�^^n�tD ��-� V 5►�-} C F S,�'V't'G� 1� i�l �.'."t� i'� d!1�"S rSS�'�.'�Pi �'f" Y v:.: •�"j F-�?c '{` J IMPORTANT NOTE: The information recorded on this form has not necessarily been verified bv the Corps and should not be relied upon for later iurisdictional determinations. / �,1 � �2 �i Sig'nature and date of Regulatory Project Manager (REQUIRED) ��'� �� 01 31 2013 ��,� / / Signature and date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) TIP# B-5360 Estimated Site Cowardin amount of Class of number Latitude Longitude Class aquatic aquatic resource in resource review area Sardy 3�.'853 -'�.665� P.iv2� �� 3�� ;�near fee# rcn-s�ction Creek 10 — non-tidal SC 35.4708 -78.3956 Riverine 138 linear feet non-section 10 — non-tidal WA 35.7851 -79.6654 Palustrine 0.03 acres non-section 10-wetland .� t�-ti�� I�iv � �"" ✓ia ,1 -�`' �� , m,. � - �� ,_._ . . � � - � �� - � �. . � ,� �, i � . � *. i�� a, ., �' °,� "^,� ^- r '�`� '. �, ; �,y. a. �. � �' " `s G � �. 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P b� x u i gF` v � `� � i, � �, �� `�' � ,� �� ' � �� . ;� "�"� � _" x'�, '� k '� �� ' :�t, fi''"� '��; �` � �«� +sw r^ �'4. .. .�*M" �� 3� � ,�'� .�4 � � ,' �� i�ri . . ° . h� � � . #� � ^� 4 �sA '�n h � � " � u-. �`# tl � ��,j � `��'.'�.��-.�="��,a �,��5 �� :. 4� Le end � � � � � � ��+ � �".»'�, � �< �-.� � ,Y � <a� , � ��`�� " � �h `� �, �, - ^ �� Streams N w � Wetlands 0 100 200 . , + w � ; �� ^�,�� " `�� t�' ,. � � . �� PrQiect �3o�andarv �oo : t � �� ,� ��.� � � �� ' ' ��3 � � �- S 3 ,�.i � ".�",�+�`. '� .�. . . "� i , .`",� ' . `� - .. '' °'�3a.� .��a.,.. a.,'��'"� �: . . � , • �. �`.... . . ��" `��y, North Carolina Figure 3: Jurisdictionai Features �flap Department TIP Project: B-5360 � �� of Bridge #374 on SR2481 (Low Bridge Road) over Sandy Creek ��g ��. Transportation Randolph County, North Carolina �T OF YA�� E��ti �ati, North Carolina Department of Transportation St[)a 1ll�vdt+f'!' Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: (46074.1.1 TIP No.: B-5360 County ies): Randol h Page 1 of 1 General Project Information WBS Element: (46074.1.1) TIP Number: B-5360 Project T pe: Brid e Replacement Date: 11/2/2015 NCDOT Contact: Linda Johns/Craig Lee Contrector / Designer. Linda Johns/Craig Lee Address: 1020 Birch Ridge Dr Address: 1020 Birch Ridge Dr Raleigh, NC 27610 Raleigh, NC 27610 Phone: 919-707-6728 / 919-707-6708 Phone: 919-707-6728 / 919-707-6708 Email: Imjohns ncdot. ov / c'lee ncdot. ov Email: Im'ohns ncdot. ov / c'lee ncdot. ov Cit /Town: Libert Count ies : Randol h River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Len th lin. miles or feet : 0.382 miles Surrounding Land Use: Woods Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 1.1 ac. 0.9 ac. Typical Cross Section Description: 10' Travel Lanes, 3' Grass Shoulders. 4:1 Front Slope 15' Single Travel Lane, 2' Grassed Shoulders, 3:1 Front Slopes Annual Avg Daily Traffic (veh/hrlday): Design/Future: 700 Year: 2040 Existing: 420 Year: General Project Narrative: The project consists of replacing Bridge# 374 on SR 2481 (Low Bridge Road) over Sandy Creek. The approach work will consist of raising the existing roadway grade and (Description of Minimization of Water providing paved and grass shoulders and guardrails.Bridge #374 existing 2 span structure (78.0' total length) will be replaced with a 3 span (2@105', 1@80") 39" Box Beam with Quality Impacts) 4' caps. Bridge #374 eliminates 1 bent which is in the water. Best Mgmt. Practices: -Promotion of sheet flow and infiltration with grassed shoulders except where shoulder berm gutter to 2G1 at bridge. -Drainage systems outlet to rip rap pads. Systems in NW quad outlets to proposed ditches. -Elimination of direct runoff from the bridge deck into the receiving stream. -Deck Drains required but only located over deck drain dissipator pads on the overbanks. -Elimination of low water bridge will eliminate debree buildup and road overtopping. -Rip Rap on embankments to prevent erosion. -Bridge low chord is well above the 100-year storm event, and because the natural channel is not constricted, channel flow will experience lower velocities. Waterbod Information Surface Water Body (1): Sandy Creek NCDWR Stream Index No.: 17-16-1 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su ly III WS-III Supplemental Classification: Other Stream Classification: Impairments: None ThreatenedlEndan ered S ecies? No Comments: NRTR Stream ID: Sandy Creek Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) ., � V W O � � � � See Sheer 9-A For Index of Sheets �� V"�5I[��" �� I[��Y'� RAI�DOLPH CO U1�lTY P E RM I T D RAW I N G ST"TE � PRO1e� REPERENCE NO. SHEET 1 OF 7 �°�° B-5360 ORol.NO. .w.PRO1.No. 46074.1.1 BRZ-24812' 46074.2.1 BRZ-2481�2'. LOCATI0IV: BRIDGE NO 374 OVER SA11tDY CREEK ON SR 2481 (LOW BRIDGE RD.) TYPE OF WORK GRADIIVG, DRAI11lAGE, PAVI11tG, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TIP PROJECT B-5360 -L- STA. 13 + 00.00 �� m, j � �� , , _ � .� , .�— . ` �. � � ;_'� �� j ; � � f/ �`�� _ 11�i- �.; � �LOW BRIDGE R0.) �< ✓ ./ �,�v,�/ v�� + CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 1ll. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE AND NIGHTTIME STOPPING SIGHT DISTANCE GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) ILE DESIGN DATA ADT 2014 = 400 VPD ADT 2040 = 700 VPD K = 13 % D = 60 % T = 9 % * V = 40 MPH * TTST =1% DUAL 8% 1NC CLASS=RURAL, LOCAI SUB REGIONAL TIER PROJECT LENGTH LENGTH OF ROADWAY TIP PROIECT B-5360 = 0.327 MI LENGTH OF STRUCTURE TIP PROJECT B-5360 = 0.055 MI TOTAL LENGTH OF STATE TIP PROJECT B-5360 = 0.382 MI I SITE 1 END TIP PROJECT B-5360 �� -L- STA. 33 + 15.70 .. ,� �� ,, r � � � � \ I�-�RV3_ � � Ll \ ` �j // � � /� // � � � / // � � C� r� � j � � �� s� � � 24 END BRIDGE ` � ��i �� -L- STA. 25+13.61 �� \ � y � / � � i ♦ ; �� , �� O �\ � �� y�r�� % ti.� A� l Prepored In lhe Offlce of: DIVISION OF HIGHWAYS I000 Birth Ridge Dr., R¢leigh NC, 27610 2012 STANDARD SPECIFICATlONS RIGHT OF WAY DATE: JAMES A. SPEER, PE OCTOBER 9� �LO�Jr f'ROJECT ENGMEER LETTING DATE: ALLISON K. WHITE OCTOBER 18 �ZO�6 PROJECT DESlGN ENGINEER 5 HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. s�� EscR�FT1oN PE RNJ � � �Pp �� P Z 0 N � �\ �� \\ � � \ \ c \ 9 � (� � � � � � ` � � jc \ � RETAIN � � �� ;_:r�.J� �r/."�� A �� , 1` \ �� \ / � / DETAIL F RIP RAP AT EMBANKMENT � N i �o scaie� �.7/ to�m��. y o�rm / � �,od� , o m,�� _ z o- , �" � .� � GEOTEXrILE— / Type of Liner= l0 TONS,CL 1 Rip Rap Geotextile- 40 s L STA 23 19 LT �j � \ \ � + \D/ \ -L- STA 23+86 RT / wOpOs .� \ \� � / Z�,\ �� a �p � / v \� \ �� \\ o \ � � DETAIL J DECK ORAIN DISSIPATOR PAD �No��o s�aie� � �ISSIPqTOR o�eu vi w � PAD o_ 'NOTE: CENTER PAD DIRECTLY 9ELOW DECK DRAINS �ROUND � GEOTIXTILE= � ppnF F vi[w �- L= 95' �I iype of L'iner= 35 iONS CL 8 Rip-Rop Geo�ex�ile�� 90 sy -L-STA.22�87 TO STA.23+29 LT -L- STA.22+70 TO STA 231-23 RT �� ,° � / TEMPORARY SURFACE WATER IMPA � � \� � � �, PERMANENT SURFACE WATER IMPA � \ \ � p� � / p � �'�� SITE 1 � � �° `' / � 6 + �' � �, 4;.j �� \ ° � 4 � � MECHANIZED CLE� � � � ° � �� V �� FILL IN V�ETLAN[ � �\+ E L LATERAL 'V' DI H �`� / � W��S / / � / / / / � 5 IL I � � � � � Y, 5 \ � \ ` ` '� \� � � � \� . �� F� � �PERMANENT SURFACE � FILL IN WETLAND WATER IMPACTS �TEMPORARY SURFACE �E �E �E �E �E MECHANIZED WATER IMPACTS � �' * * � CLEARING 100' 0' �00' 200' �R�PHic scA�E GLIS � �� ANDARD BASE DITC � r�E DETAIL G � FILL4N E% TING DITCH TO � � APP X TE EL=518.0' � {� �7 � C?' i i � � (� / / � �� ^�. TERAL BASE DITCH / LAS RIP RAP ,r� EE DETAIL C / � � \ CIAL L4TERAL'�DIT v,NPSRM W / R ��\SE IL H � � � � / / CR^� G•yS � �� . \i'�\\�V'L^�, __\\ � ^ �.� <.� / / Re � ��1, ��P O � �P H LASS I RIP RAP � W��D RIP RAP A SEE DETAI � / / � / � REf � �___._i r. / / �� ` � � � ` �'_ _ _ _' _ Mi � — _i - j i�EL80W f. `�\ _ — __ / � J � �[A� �� is�� P� � � ��j � � � � � _ � _ re Y ' �.'ua } � _ —_ _ _ � — {v' 2Gi n � � � � � �� . �� < , �w. -- KIAL CUT DI H 5 � �� $E . ETAI� A StiF l `� J�' �eqNo � � � � w�� ,z �. �4 '' �i nLF W �o \ � � \ y , wti.�' �" �.% � �-;' },�,� �/ �`' PUE� I !� /� EXTEFIR RLl§ ` P � � i� io e�=5o�.o PUE �,. i� TEMPORARY SURFACE WATER IMPA PERMANENT SURFACE WATER IM a 1 PROJECT REFERENCE NO. B-5360 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER PERMIT DRAWING SHEET 2 OF 7 �' �,� ,`' �� O 4 � h � � w/RIP � 1 ^ � � W ] _ m � N � °oo .� '— W '� �R�� _ ,_ N io ( `/: � X � �'� ��.c + �' �� I�� N I+�, '`}'�t�.' � — N �F I J � � W ' A�'' ASE DITC rRIP _q Z ��— PUE _ V STANDARD BASE DITCH w;CLA55 I RIP � $EE DETAIL G RIP RAP AT EMBANKMENT SEE DETAIL F SEE SHEET 6 FOR PROFILE �� \ , \ / .� � � � � � �`3, � � �� , ' � �3 . A ��'� \\ \ \� `� \ / DETAIL F \ �. \ . �` �\� �� }( RIP RAP AT EMBANKMENT '"', �� i No� �o s a i � s�` � � � � �� \ ; ,, � .'� A �� \ ,o m,�. DETAIL J DECK ORAIN DISSIPATOR PAD �No��o s�aie� _ \p R.�TMN � � cr d 1.0 ' . �2.0� / �- � � r_ � � �� A � (`,��`''� �� ' \ \ � � \ ` \ 1 `-�.� ` GEOTEXrILE— PADIPNTOR � � � � , A � � � \ � �/ 'NOTE: CENTER PAD DIRECTLYF9ELOW DECK DRAINS � \ � � 1�� \. . '\ '' �- Traa of ��e.- zo roaore. ie�P � � s _ �- � , _ � v _ ' � �; :� � -L-STA 23+�94LT �uoUNo \ \ � \ � `l �` � �n �;,��\ �\ \ ��,� �� STA23♦86 RT �_ ,i � N , � �\ �,� �� \��>> � ^�\� r � /� � �' �aods�. A �� A �� , � �Eo,a.��E—� Pa�F F�Fw � � � �� ,�� 95 � � iype of L'iner= 35 i0 S GL 8 Rip-Rop �\ �� • a� G o�ex� le � 90 sv � / : � � �� ..� ' � � . ��> � � .\\ \�\ 11` �� '. \ \� � L STA. 22 .. 87 TO STA. 23+29 LT \ .\ I � �� L STA. 22 -� 70 TO STA 23 I- 23 RT . �'_a� 1 � ` ` \\ � �, ` ' � ��I�� \��\ �� " �� °� �� TEMPORARY SURFACE WATER IMPA� �, � �� \L \� � ��;� \� � �� \ �� °, � `� / \�/ ��1�� \ �� PERMANENT SURFACE WATER IMPA� �` �,�i ��\��\\\�� ,` � �� \ , � : ; �t \ � � � � ! \ � � p / ` l �., � � � �� \ � �� p � `�, �1 \\ � � 1 �` \ ��, \, � � � ��`a SITE 1 1 \1�� `�1y �' � ..6 �,��,., � \ �..� „� ;� \\ �\\ \ � \ \�\ ... � \�'' �. . � �� \\� VV�� ' � �� ° � � �� MECHANIZED CLEAR7NG ;�\��\��_�� '' � ��'�, �; � ��i��l�� ..� �� ct � �; '� � 1 �\V�� \ �\ �� . � �� \\ �� ,� � � `� � \ \ J\\ \\ �` \'+ '-\ E L iLTERAL'V' DI H � .. � . l \ \ � � ��'I��\��`� � � �.,�,° � ; � - � �\��`��\��\�. �,S 5��4�, � �. \\. � � � -�_ \ � \�\\� ,.cr � � ��:7 ,�, \... � � � \\ „'� � � \ � - _ _ �ti �� ` \ ` \ / � �� s��\\ � \�� \ ? � ��. �� . _ � r �' :: _ / ��\ � \ ` ��. ` � � ` \ -- __ �.` '. /. � � - � ,, . . � �-. - � �_ ` - ._ l�� _ _ , �� .\ � ` s��\� \� �� \ � �� \ - ' � �� \�• �_ '�� , � —� -�� i . � � � � � . , �.., ;�� , �� `� �� _ ��-,,/ii,- / c . �. �� \ �; � = � � � � \ � � . TER � � , � � '\ �� a y � � �� _ _ � � � / i � EE L FILL IN V�ETLAND- / t:s/ j i ANDARD B`ASE �DITG � �5 E DETA�G FILL N/E% TING pITCH �O E APP 7C TEIEL 516 0' �' 3� � ' ) j c� -��,' ; , /� l/� � / ,, �" ' � � ' �\� � � � -� �t"— CIALL4TERAL'� DIT .pPSRM � � � :// / R ' � � � , � �� , �� ;� `� � � �/ � �� U , � _ � � \ ".�.. SE . L H _ c,� ��' /�, � NS � .�-l.� �� \ l �- � � � ��1, ��P �p,0 / / �� L j! 455 I RIP R/iP �N0 ' ! Op � �raaVa � SEE DET9rIl �� + ,� �", j/i'� /!.:`�.' � �_ — � '�\�� ,��,� �F'� � \�� . L, � i� � RE _ . `� �� .� � . _ ' �: a ` ._,.. \ ...� , . � ��V�� ; �, � - a � � .. , �_�rn,,�, � > —� � ��— ' i� � ,�\ �\� �' .\ �. � � tc��, V �"' �•,-w' � .( / : ' i�EL80b4 ` � �� _� � _ Mr _ ...�i_� � `• �%s / �� \F`� -i5 P_' � _ � � - _ � \� �� L � � .� � "� � � ./e r a� ui. � � �� ` V � � -- � �` � _ _ � ��_ - — _ �� s�i � � I � «`\� � � J�� \ , ,� ` f�� 1 ,_z-� -�— ' � __ , �� , �A� � � �i � .�- �� -. ` iai`�utbi �H _ / ; �� ) � , ��. � �� — \ SE E All A � qgaN� P : �� •'"� `�' �� % � _�� \ , - ' -.. , � �-- \' �� \ l � � . �� F Wo��s � � � � � � � � � � �• �� .. � ��/ � �� VC � PU�E � � _ � . ( � � ._ /� r _ � ( '� / � / EXT �Il�� f \ � �; .�o �-50� o PUE - � �`, � � �< � �1 . ,/ � i �A %/%/i "'% / ; , / � � � � _ _ / ` ,4 /�/��/ ��/I'��/�j��/// �" �`�/�f`�;xY � /. �PERMANENT SURFACE WATER IMPACTS �TEMPORARY SURFACE WATER IMPACTS � FILL IN WETLAND �E �E �E �E �E MECHANIZED � �' * * � CLEARING 100' 0' �00' 200' GRAPHIC SCA�E — T J � � / �: ., � —, f . •' �' ' ,1. ,�' TEMPORARY SURFACE WATER PERMANENT SURFACE WATER IM a � � j�// �/ t,� � �''/j'%i'j; �; / , , � � i. ,E V ��ISTIRG B�1F7 � "SP. IAL/ T D / EE E / M IVK ENT �� r � .s �Y . �� . � � _ i , �� . �' ��,. JI ��. * 1 i�� i�� k/�� f � � , ,, � io PROJECT REFERENCE NO. SHEET NO. B-5360 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 3 OF 7 � �� ' �' �� X,� ,, a�i I /' `.�,�" r �,''l�.}�J�S 1 + �� , u nn i�; �� ' r� �"� � � 11* v � i�� ,+�.�,�v�, `�`�' ` � ��t�� i la— J� = ..-� —/ N F J � ) � � �" � � ASE DITC� avRjA . Z —� � � �,,_��_ � � f> �� / �P�E �.� _ � ' V / �_z. � ; / , ;>� H STANDARD BASE DITCH wrCLA55 I RIP � SEE DETAII G RIP RAP AT EMBANKMENT SEE DETAIL F SEE SHEET 6 FOR PROFILE �, PROJECT REFERENCE NO. SHEET NO. � BEG/N GRADE __ e—s36o _ _ b � 5HO Z ROADWAY DESIGN HYDRAULICS -L ST A I J�OO.00 ENGINEER ENGINEER Pi = 20+70.0o BM#1 RR SPIKE IN BASE OF 181N SYCAMORE EL.563.87 E� = 533.oa –L– STA. 23+90.57 83.17' LT Pl = 16+75.00 VC = 275' EL = 55824' K- 39 EL = 494.77 570 VC = 303' �•V= 30 mph K=62 V = 45 mph 560 — — — _ _ _ ,_„�,3, � STA 23+68 _�_ PERMIT DRAWING � — � � r, z@ ,05,,@ eo- �` �'S„je a 39" BO% BEAM w/4' CAPS ,, s9i � GP EL = 536 3' S H E ET 5 O F 7 �j SKEW=120 ` � � � + 550 550 �� o Z Q Z� BRIDGE HYDRAULIC DATA '� a' m s W N � 540 DESIGN DISCHARGE = 5400 CFS 540 DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 505.4 FT BASE DISCHARGE = 8066 CFS � � {�'�� 530 BASE FREQUENCY = l00 rRs ��+�a�� 530 BASE HW ELEVATION = 508J5 FT �� OVERTOPPING DISCHARGE = N/A CFS OVERTOPPING FREOUENCY= N/A YRS � -. � 520 OVERTOPPING ELEVATION = 535J FT � �� 520 ` j / NOTE: ` GEOTECH REpUESTED 2�.I SLOPES DATE OF SURVEY - 7/l7/20/4 O / OF TO HEOPOSOF SLOPFHROUGH 7 � ' P�� _� / 5 1 � WS.ELEVATION � CLASS II RIP RAP 2� / 510 AT DATE OF SURVEY = 49L4 FT �� rcer-iN s.s ,� r '"�� STRUCTURE � / \ / PAY ITEM � 500 � ,� � 500 SEE SHEET 4 AND 5 FOR PLAN VIEW NWs=49�.4' � � / 1 � 490 � � � z-� 490 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 -D RV3- 580 P� = 30+�m � 580 EL = 56397' � VC = 232' � K = 44 � — — — • 570 > "> V= 40mpn �------- 570 � o Pl = 12+3�.00 � (+)2T�80% *. x EL = 547�8� Pl = 26+65A0 � VC = �5' 560 EL = 537J7' ^ � K= i 560 K�- 3�'r N �+�a�°°° END GRADE �� V = �5 mph -•v= 3o mpn M / i ' —L— STA 33+15.70 550 0 /� EL. 572.74 550 P/ _ 10+48A0 550 � EL = 52095' / �C _ 45 j > R�� I+ /,,�.�/ 540 +�8�. v= 30 mpn o xt� /� 540 � 540 � ♦ � / /� 530 530 � END GRADE 530 � � i � —DRV3— STA 12+39.47 a � EL. 546.67 �' � 520 520 � � � 1• 520 9� � �� _ � ,� � �x � ' � 510 ; � 510 BEGIN GRADE 510 � �� ** DESIGN EXCEPTION REQUIRED FOR —ORV.3— STA /O'�'OO.00 E�,z SAG VERTICAL CURVE K FACTOR AND �� 500 NIGHTfIME STOPPING SIGHT DISTANCE rJOO �L•5�4,54 500 �'�� SEE SHEET 4 AND 5 FOR PLAN VIEW �� E_�, ��. ��" 490 490 o�,�_ o=s� 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 10+00 11+00 12+00 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T 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 23+25 to 23+85 -L- proposed bridge 0.03 1 23+50 -L- LT rip rap at embankment < 0.01 1 23+78 to 24+50 -L- LT bank stabilization < 0.01 < 0.01 37 36 1 23+78 -L- RT bank stabilization < 0.01 < 0.01 6 17 TOTALS*: < 0.01 0.03 < 0.01 < 0.01 44 53 0 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 S T � � � � � V � � O V See Sheet �-A For I ndex of Sheets �� `�/�� %��C� � ��F I��II�I�I��YS RA1�lDOLPH C� U1�lTY ,�,� srwre oaa.wn 46074.1.1 46074.2.1 PI'AT6 PROIHCI' REP6R8NC6 N0. B-5360 v. n. oaa. Na LOCATI0111: BRIDGE 1110 374 OVER SAIVDY CREEK 01V SR 2481 (LOW BRIDGE RD.) TYPE OF WORK GRADI11tG, DRAi11tAGE, PAVING, A11ID STRUCTURE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 1ll. THIS PROJECT IS NOT WITH�N ANY MUNICIPAL BOUNDARIES. DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE AND NIGHTTIME STOPPING SIGHT DISTANCE GRAPHIC SCALES 50 25 0 50 100 PLANS 5� 25 � 5� �0� PROFILE (HORIZONTAL) l0 5 0 l0 20 PROFILE (VERTICAL) DESIGN DATA ADT 2014 = 400 VPD ADT 2040 = 700 VPD K = 13 % D = 60 % T = 9 % * V = 40 MPH * TTST =1% DUAL 8% INC CLASS=RURAL, LOCAI SUB REGIONAL TIER PROJECT LENGTH LENGTH OF ROADWAY TIP PROJECT B-5360 = 0.327 MI LENGTH OF STRUCTURE TIP PROJECT B-5360 = 0.055 MI TOTAL LENGTH OF STATE TIP PROJECT B-5360 = 0.382 MI Prepo�ed in fhe Office of: DIVISIOIV OF HIGHWAYS 1000 Blrch Ridge Dr., Raleigh NC, 276I0 20/2 STANDARD SPEC/F/CAT70NS RIGHT OF WAY DATE: JAMES A. SPEER, PE OCTOBER 9� ZO�fJ �'ROJECT ENGINEER LETT/NG DATE: ALLISON K. WHITE OCTOBER 18 ,�LO�6 PROJECT DESlGN ENG7NEER HI'DRAULICS ENGINEER �.E. SIGNAT[JRE: ROADWAY DESIGN ENGINEER S7GNATURE: P.E. BRZ-2481(2) � U69CR1%MON PE R�W � � �Pp �� P PRELIMINARY PLANS DO NOT U9G POA CON9TRUCTION Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary 0 E�P � � 23 -X—X—x- Known Soil Contamination: Area or Site �� Potential $oil Contamination: Area or $ite q� BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O Sign � W@�� Small Mine 'SZ� Foundation � Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump � � ----J —�s - BZ 1 BZ 2 ��lE �1� 1��1�.�]�[ �C��IL�l�� CONVENTIONAL PLAN SH EET SYMBOLS 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 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 rRANSPoRTATION 0 MiLEPoST 35 � �� a �'✓ �a W —E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEfITURES.• Existing Edge of Pavement ----- Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail Proposed Guardrail � � T T Existing Cable Guiderail n n � P d C bl G'd 'I n n n n ropose a e ui erai � Equality Symbol ' Pavement Removal °� �' ^ l�EGETATION.• � Single Tree �� •� Single Shrub � Hedge ""` •� � �` ��i �* 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 $ewer 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 Recorded U�G Power Line Designated WG Power Line (S.U.E.*) TELEPHONE: �3 Q Q f3 vineyora LONC — � LONL WW I � CONC HW �--------� � ce � � • • O // r �� Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole O Telephone Booth ❑' Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable � Designated WG Telephone Cable (S.U.E.*) - - - - -T- - - - Recorded U/G Telephone Conduit *_ Designated WG Telephone Conduit (S.U.E.*j- - - - -T=- - - - Recorded U/G Fiber Optics Cable �� Designated U/G Fiber Optics Cable (S.U.E.'"� - - - -� ��- - - WATER: Water Manhole OO Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line • Designated U/G Water Line (S.U.E.*� - - - -•- - - - Above Ground Water Line A�c wate� TV: TV Satellite Dish CC TV Pedestal ❑O N Tower � WG N Cable Hand Hole HH Recorded WG N Cable �° Designated U/G N Cable (S.U.E.*) - - - -��- - - - Recorded U/G Fiber Optic Cable �� F� Designated I.VG Fiber Optic Cable (S.U.E.*r ----�� F�- -- GAS: Gas Valve � Gas Meter � Recorded U/G Gas Line � Designated U/G Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line A�c cas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0 U/G Sanitary $ewer Line s� Above Ground Sanitary Sewer A�c sa��ta�y sawe� Recorded SS Forced Main Line �ss Designated SS Forced Main Line (S.U.E.*) — - - - -�ss- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • � O ❑s NCDOT GPS STATION "R5360-1" LOCALIZED PROJF,CT COORDINATES N = 7405072220 E = 1801196.8870 NCDOT GPS STATION "B5360-2" LOCAL77,ED PROJECT COORDINATES N = 740654.5990 E = 1802063.5280 DATUM DESCRIPTION THE LOCAL11Ed LOOFiDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED Bt' NC�OT FOR MONUAENT '85360-2' MITH NAU 83/NA 2011 STATE PLANE GRID COORUINATES OF NORTxING: 740654.5990(ft) EASTING: 1802063.52801ft1 ELEVATIOH: 561.2571ftI TxE AVERAGE COA6INED GRID FACTOR USED ON THIS PROJECi IGROUND TO GNIU) I5: 0.9998934721 THE N.C. LAA6EHT GRID BEARING AND LOLALIZED HORIZOPl1AL GROUND DISTANCE FROM "85360-2" TO -L- STATION 13�00.00 IS S 87• 32' 22.7" YI 96.t38' ALL LINEAR UTAENSIONS ARE LOCALIZED HORIIONTAL DISTANCE$ VERTICAL DATUM lISED I$ NAVD BB S UR VEY C01�TROL SHEET B-5360 LOCALIZED PROJECT COORDINATES -L- STA. l3 + 00.00 BEGIN TIP PROJECT B-5360 1V = 740650.4720 E = 1801967.4787 NCDOT BASELINE STATION "BZr104" I,OCALIZED PROJECT COORDINATES N = 741395.9900 E = 18025u2.7780 NCDOT BASELINE STATION "BIr103" LOCALIZ�U PROJECT COORDINATES N = 741212.4900 E = 1802581.9380 i "sM:i1 �� 9050 $�r60� "eix `sr�.uo�cstaF%\ i / � i �' � ' , � , � i / // NCDOT BASELINE STATION "BZr101" LOCALIZED PROJECT COORDINATES N = 740802.0840 E = 1802399.9190 NCDOT BASELINE S7'ATION "BI 102" I,OCALIZF,D PROJECT COORDINATES N = 740974.9650 F. = 18025492980 NOTES: L THE CONTROL DATA FOR TXIS PROJECT CAN BE FOUND ELECPRONIL'ALLY BY SELECTING VH�Jti.'(."!' CON'fROi. DAZ:4 Al:� XTTPS�CONNECT NCDOT CAU/RESOlJRCES�LOCATION/ THL F(LES TO BE FOUND ARE AS FOLLOWS: 66360 la con4rol.tr� 9['l'ti CAI.IBRATION INNOItMAl'ION HAS NOT RliPN P20V[DEU F011 THlS PROJRCf. lF FUIITHKII INFORMATION I9 NEED&D,PLEASE CONTACT THE LOCATION AND SUXV&YS CMIT_ �(NDICATE3 GEODETIC CONTROL MONUMF.NTS U.YCU OR 9CT POR AORIZONfl�L PHO.]ECT CON'['HOI. BI' THE NCliOT LOOA1'ION ANn SUIiVEYS ON]T. PRO✓ECT C.ONTROL S5�'AHi,iS'FINU 091N0 (/I.OBAL P09ITIOMNC SY3TEM_ I' � i � j // / // � // '/ v _ ///,��..._ �/ ;�� ,s�� l J' / /�A2� , ,, DR_n.3 = Fi l �S�(g��(�qO�\ � / NCDOT BASEI,INE STATION "BIr105" LOCALIZED PROJECT COORUINATES N = 741750.0470 E = 1802895.5630 � o� NOTE: DRAWING NOT TO SCALE NCDOT BASELINE STATION "BL-106" I,OC,ALIZED PROJECT COORDINATES N = 7419352900 E = 18031871130 PROIECT REFERENCE NO. n an 9 �iG� O y �� ' c / y'O `�'o ...................................... LOCALIZED PROJECT COORDINATES -L- STA.33+15.70 END TIP PROJECT B-5360 IV = 741952.3498 E = 1803320.9088 / oa\ s� NCDOT RASELINE STATION "BL-107" � LOCALIZED PROJECT COORDINATES N = 741985.6460 E = 1803561.9880 SHEET NO. � w 0 � PAVEAENT $CNEOULE �� PROP. APPRO%. 1.25�� FSPHFLT CONCRETE SUPFACE COUPSE, TYPE SF9.SA, AT AN AVERAGE FATE OF 13�.5 LBS. PEF Sa. V�. �2 PPOP. APPROX. 2.5'� ASPHALT CONCPETE SUPFACE COURSE, TYPE SF9.SA, AT AN AVERAGE RATE OF 13].5 LBS. PEF S�. VO IN EACH OF TWO LPVEFS. PROP. VNF. OEPTH ASPHALT CONCFETE SUFFACE COl1R5E TYPE SF9.SN, C3 AT AN AVERAGE FATE OF 110 LBS. PEF S0. V�. PER 1�' DEPTH. TO BE PLACE� IN LAVERS NOT TO E%CEEO 1.5'� IN �EPTH. E� PFOP. APPFO%. 5.5" ASPHALT CONCFETE BASE COUFSE, TVPE B25.OB, AT AN AVEFAGE FATE OF 62� �BS. PER 5�. YD. PROP. VAP. DEPTH ASPHALT CONCRETE 6ASE COUFSE, TYPE B25.OB, E2 AT AN AVEFAGE FATE OF 114 LBS. PEF 5�. YD. PEF i" �EPTH. TO BE PLACED IN LAVEflS NOT LE55 THAN 3" IN �EPTH OF GFEATER THAN 5.5'" IN �EPTH. � PFOP. 6'� NGGPEGNTE BASE GOUPSE T EARTH MATEFIAL. U EXISTIN6 PAVEMENT W VARIABLE �EPTH ASPHALT PAVEMENT (SEE DETAIL N0. 1) � SURVEY Detail Showing Method of Wedging � � • � 1 / 1 1 �oii//////////._ �//////////////Iiii i �� 1 :• 1 • � • TYPICAL SECTION ON STRUCTURE BEGIN BRIDGE —l— STA. 22+22.39 TO END BRIDGE —L— STA. 25+13.61 a> t� R ti� Gt S\ EXISTING JP �-�,SE GROUND \`'� EXISTING GROUND EXISTING cRouNo � EXISTING GROUND d'� �o T� S\ � P� J S�G.�� -L- 20' 3' 10' 70' 3' VAR. 6' W/GR ya� � GRADE Vor. 6' W/GR SEE POINT X-SECT. 0-4' I 0-4' �2W1�, �,�W�z O�OB SEE PLANS SEE PLANS 0_V08 'I.�� a: � T E1 � $" � � $" � E1 T GRADE TO GRADE TO TYPICAL SECTION NO. 1 THIS LINE THIS LINE � -L- � 20� 3� 70' 10' 3 VAR. b' W/GR I 6' W/GR X-SECT. El 1 C2 , GRADE t C2 El POINT 0_�08 SEE PLANS SEE PLANS 0.08 7.'� p? 4: ] Gt S\ I T $�� T GRADE TO THIS LINE TYPICAL SECTION NO. 2 � -L- i zo� 6�_11^ 10' 10' b'-11" VAR. SEE X-SECT. 0 - 3'-11" 0 - 3'-11„ `3'-11" El � C2 . GRADE� C2 E� ,3,_��„ FDPS � POINT FDPS SEE PLANS SEE PLANS .�,�� 4:7 � � � $„ � T I GRADE TO THIS LINE I I TYPICAL SECTION NO. 3 I „ .,,, I b'-11,� 3,_��„ 3,_�„ I �,_�, 2,_4, MIN. C2 02 ___. (SBG) EXISTING `?:) GROUND �„ $„ / I �� T I El E2 GRADE TO THIS LINE THIS LINE EXISTING GROUND � � �-D RV3- � ,2- TYPICAL SECTION NO. 4 EXISTING GROUND EXISTING EXISTING GROUND �\� PROJECT REFERENCE NO. SHEET NO. B-5360 2A-1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PRELIMINARY IDLANS DO NOT USE FOR CONSTRUCTION TYPICAL SECTION NO. 1 -L- STA. 13+00.00 TO -L- STA. 15+20.00 TYPICAL SECTION NO. 2 -L- STA. 15+20.00 TO -L- STA. 21+52.00 -L- STA. 25+97.04 TO -L- STA. 33+15.70 TYPICAL SECTION NO. 3 EXISTING GROUND �� -L- STA.21+52.00 TO -L- STA. 22+22.39 (BEGIN BRIDGE) -L- STA. 25+13.61 (END BRIDGE) TO -L- STA. 25+97.04 * 3-11" GR OFFSET TIES TO BRIDGE RAIL OFFSET NOTE: INSTALL SHOULDER BERM GUTTER (SBG) AS FOLLOWS. -L- STA. 21+85.00 TO STA. 22+08.54 (BEGIN BRIDGE APP. SLAB) LT & RT TYPICAL SECTION NO. 4 -DRV3- STA. 10+00.00 TO -DRV3- STA. 12+38.76 O � a s 2 � � �� RRYN b,3 � AS A. C4�� Pg� T9� ��W/ A1\ I 1` �6g S yp0• / � \ � \ \ \ k'j`�' MARILYN C.l� �\ TXOMAS A.CLAYTON P�B 79�PC 978 Q�/ � � S 0 �,�c�5 5� / / / N 3'-11„ PS r SBG T PS � CHRISTOPHER W. SCOTT � DB � r+G �25 bo°% DETAIL F DETAIL H DETAIL C PB 80 PG �S � � 0�p�� RIP RAP AT EMBANKMENT LATERAL BASE DITCH �LASS B RIP RAP DETAIL G h �Ho��o s�oie� SPECIAL LATERAL' VS D�ITCH RSRM �No��o s�oi�� STANDARD BASE DITCH wrCLASS I RIP RAP \ lo'min. y (No�fo s<nle� RETAIN o�mh Fa� ��m,�� r�u c•o��c c,o��d 1.0'min. 2,0' \ °� Slope Gro�nd ?') � ��iry. 'L�� Gra de Ha ��ra l p' � � D Slo pe D c,o��a ?.� p F o e d d d GEOTEXTIIE B GaoteK��le B Min. D=1.0 it. m / �� Min. D=1.0 F. �,p GEOiE%TILE Man d=10 F� +3729 -L- EXIST RW Min. D=1.0 Ft. Max. d=7.0 Ft. . . Max. d=7.0 Ff. '�'he^ B i: -: 6.0' B=2.0 Fi. �+'Fe� B h< 6.0' 8=2.0 Ft. Type of Li��r- 2o TONS,CL I Rip-Rap TyPe of Liner= PSRM Type of liner= Class B Ri�Rap 6=4.0 Ft. Geoiextile= 40 s -L- STA. 23+19 LT T e of Liner- Closs I Ri -Ro � -L- STA.23+86 RT -�- STA. 16+50 TO STA.20+60 LT -�- STA. 20+60 TO STA.22+50 LT DDE=161cy -L- STA.22+50 TO STA 23+19 LT s=O.lfGft DDE=80c -L- STA. 27+69 TO STA. 29+50 LT -L- STA. 25+00 TO STA.26+50 RT DDE-74cy -L- STA.23+86 TO STA. 25+00 RT s=0.18WN DDE=11C �EGIN TIP PROJECT B-5360 -L� �TA. 13 + 00.00 � OO p 4 JAME$ # MARY HAIRSTON „q ��j �� y� DB ZMO PG ii90 .� +�s.00 ae eo �C'3 `pk 45.00' lT C)(�' � � EXIST RW +37.29 -L- � \ n ° as:8o- �r EXIST � �„ r p � w��5 +oo.00 -�- IAARRYN C. & q0.00' Ri THOMAS A.CLAYTON / ��9 p��gj -L- STA.15+20.00 END EXIST PAVEMENT O 51. E o°��'�?" / �p� � / / � ETp p � ° � c� �3 � o p � FT � p oa � ^ �y P ` SPEGAL LP.TERAL�{ 2�' �o`�`� �' V' DITCH I � E TAIL I Pl 5/0 /1+94J4 Pl Sto 17+7579 0 = 0'/6'275'tRT1 p = 57'/5'51,9'fLTJ D= 0' l5' OOA' D= 9' i4' 285' L = 10972' L = 6/9.66' / T = 54,86' T = 338.49' R= 22,9/83/' R= 620.00' f40 mphJ SE = OA6 FT/FT RO = �20.Ob' p �"G+-- �e '� � '� 'ii ` �� 5.. �. .. �� \�\ \a\\� � � � �\ � � �� +87.00 -L- F � � 50.00' RT �� \ 40.00' RT +32.00 -L- � � ' 50.00' RT / 40.00' RT O +00.00 -�- .. 40.00' RT EXIST RW MARRYN C. & TNOIAA$ A. LLAYTON w�ops ,: �,n,�. OB R2�FG �7�8 5� PB 79 PC 97 Sketch of Pavement in Relation to Bridge BEGIN APPROACH SLAB -L- STA. 22 + 08.54 N TYPE-I I I BEGIN BRIDGE -L- STA.22+22.39 END APPROACH SLAB � -L- STA. 25+27.46 N � 3-11„ N TYPE-III io� � I' 49.1" E ,o- � 3-11" TYPE-III END BRIDGE -L- STA. 2 5 + 13.61 SBG = DENOTES SHOULDER BERM GUTTER SPEGAL LATERAL V' DITCH RSRM SEE DETAIL H � Q �O � � � MAR4YN C.5 TXOUAS A.CLAYTON oe ¢rvc �r�e � �3 ve eo Pc �s � c �� \ \ � ��. __ � � „r\ `� t SPECIAL CU D�CI SEE DETAIL A DETAIL J DECK DRAIN DISSIPATOR PAD � H i io scaie� � DISSIPATOR �ieu vi w � PAD o_ 'NOTE� CEMER PA� DIRfCTLY BELOW DECK DRAINS �ROUND �F�� GEOTEXTILE J pRn� F viFw � L- 95' 'I Type of L-iner= 35 TONS CL B ftip-ftop Geo�exvile= 90 s _L_ STA 22+87 TO STA. 23+29 L7 DETAIL E SPECIAL CUT DI7CH wrRIP RA � N i io smie� r,o �.ai a>� onPn Grou�d z/ p F� �e� sl e d Geo�e.ula Min. D 1.0 F1. Type of L'iner= Clvss B Rip-Rop Mox. d=1.0 Ft. -L- STA. 24+55 TO STA. 25+80 LT REMOVE EXISiING BRIDGE / � /O MARRYN C.& TNOMA$ 4.CLAYTON� DB �22iPC i7�8 � � PB 5T PG 80 Pp � Ob p1 1� 21'y�a�' �4.�,� � � `� FILL IN EXISTING DITCH TO `�'. �'�"?v� �BL' IO4 p' APPRO%IMATE EL=518.0' ST DARD BASE DITCH ln � tA55 I RIP RAP RIP RAP AT S DETAIL G Wp EMBANKMENT ��S SEE DETAIL F LATERAL B DITCH wrCLASS B RIP RAP �, � SEE DETAIL C � P (� {j / � + 84.00 -L- ' ' - St�'� 55 005LT L � �� EXIST RW �� s+ � _� � / // �SP �?,+� a � i / �' `��' LJ .• ti / � �1�R�N la^/'r;.. RE%OYE DRV2 +' • / � �RGi,�, S 040 � R�MOV � � � �s- � _ ,�W_ �� o -�.*� � � L _ v ti,r�-. �� -� . � ;�,Z�,,�:.i' � �„� / � � � DRVI / � +04.00 -L- / / E%I5T RW � � MARwYN C.6 - iR0AlA5 A.CLAYTON DB i22�PC i718 PB 79 PG 9T O DETAIL A SPECIAL CUT DITCH � N � ro s�oiel r.a p� °� slope �,o�„a ?,� F��e` Min.D-1.0 Ff. -L- STA. 19+00 TO STA. 20+00 RT DETAIL I SPECIAL LATERAL 'V' DITCH � No, m s�aia� , �� F,�� Gr��d 2� A��e� slooe 0 F Min. D=1.0 Ft. -L-STA.13+00 TO STA.16+50 LT -L- STA. 30+00 TO STA.31 I-50 RT -L- STA. 29+50 TO STA. 33+00 LT j�_ �nv / 1 ULDER � 8:1 TAPER LT 8 TVP 0401 \ \ PGF w�OpS BEGIN SBG F \� STA.21+73 LT & RT PUE - PU +oo 00 -�- +74.00 80.00 RT 76.00' RT BEGIN APPROACH SLAB -L- STA. 22 + 08.54 BEGIN BRIDGE -L- STA. 22 + 22.39 I EXTEND CLASS II RIP RAP TO EL=507.0 STRUCTURE I PAY ITEM DECK DRAIN DISSIPATOR PAD SEE DETAIL J DECK DRAINS REOUIRED FROM xSTA 22��3��i0 35TA 23ER12 8 STA.]4�-49 TO STA.]S�t15 LT. FROM SiA.2I-21 TO SiA.22-96 8 STn. 24 �� 33 TO STA. 24 �i� 99 RT. �r[CIAL CUT DITCH wrRIP RAP SEE DETAIL E E TEND CLA55 II RIP RAP `. TO E1=506.4 y STRUCTURE PAY ITEM BANK STABILIZATIO CL455 II RIP RAP / REMOVE EXIST. STRUCT. �- , , ;.Z,. ) - _ `r` �o ��. N�rw . �. M1 i,� �5 1 � . � � � �� 'sr i �K �, / � � F � � � � ya h : f� d � � RI AP ATpO F' �S MBA + � SEE g • + >h . H y + �- �'FT „E�tL f 4 0. 11 PROIECT REFERENCE NO. SHEET NO. B-5360 4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION � � �%_V ��P � � N +19.75 DITCH 119.86' RT END BRIDGE [' N 3 -L- STA. 2 5 + 13.61 END APPROACH SLAB -L- STA. 25+27.46 LATERP,L BASE DITCH wrRIP RAP SEE DEfAIL C AI,EXANpER J, iRENi DB Q23 PG 2055 O SEE SHEET 6 FOR PROFILE �� O6 A9��9 N �5 � PROJECT REFERENCE NO. SHEET NO. B-5360 5 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER N HOMA CASKEY .,g�os' E / e°'s- W / DB i685 PG 92 N�2 0.�0' as� o.F %q.qe p PB �22 �'G ab I I 'Z N�16�� PRELIMINARY PLANS / DO hOT USE FOR CONSTRUCTION $ DETAIL C 8 / L4TERAL BASE DITCH v�/CLA55 B RIP RAP DETAIL E / � Na�+a s�oiel SPECIAL CUT DITCH wrRIP RA O O / S �_ F'n Ino�m s�oiel F�o�� 4 �� W � �o.�,o� �p �� 4�� 0 Ground 2:l 1"iF�. No�urol A� �` D'�kh N \g2;L 6'ry d D siar� c o��d Z:I p F�o e� sioae � 4' GEOTE%TILE g d SUSAN TRUE l� �" Min. �=1.0 Ft. DB �� / Mox. d-1.0 F. ceore,nle Min. D=1.0 Ft. � 'WFen B'is c 6.0' B=2.0 F�. E Type afLiner= Class B ftip-Rap Max.d-1,0 Ff. �� F10MA CASKEY / DO�A��y9 Type of Liner= Qass B Rip-Rap b=-4.0 Ft. _L- $TA.24+55 TO STA. 25+80 LT \ \ N A. -L- STA. 20+60 TO STA. 22+50 LT DDE=161cy SPECIAL CUT �O pg IQ2 PG46 0�� 9 -L- STA. 25+00 TO STA. 26+50 RT DDE=74cy DITCH wrRIP RAP x � z SEE DETAIL E O / \ Q>> ` \�� x�r e +92.15 -L- RETAIN DRV3A / r� r_,0 a' �` p-' � E D TIP PROJECT 6-5360 45.00� �T , -�, � , +82.51 -L- . � +22.00 - V3- �/ `� � � 104.43' LT ' � .- +47. -0RV3- / s ss� � � / 45.00' +15.00 -0R 5 .00' LT Q `� � ��o oa _�_ � `•25 a �T 55 00 �T - o -L- STA. 3 3 + 15 . 7 � �- � �, �- W E%IST RW � QC-� .� '(v R ADWAY DITCH / � / ^1 W is � �. Y reSeM see � �/ ��DRV3B O` c 2 � / � D\AIL\D� �`F / � SPECIAL CUT DITCH w?SRM �O �_`P � N _ __- ,��y , .--_ `___ / ,- � SEE DETAIL B ^, N D� .� y�'� p + 00.00 -0RV3 � / �,,6p p � � � W j5 ;�_ �'� � +43.50 -L- tQ �2 6,y8 CARL L. � HOMA V. CASKEY � L *z � �� P� �..s p,0 N v k,o � = 0.00' LT � CLA55 B RIP RAP� 7 io �Z � �� S ` ` / � � � �'� ` �� 0�� P'� 5 �fia PB 92 PC 72 � O �� ' 'iJ DRV4 SPECIAL LATERAL 'V' DITCH wTSRM w�+' m,°r O �Cp , \ R=15' �� a� i ' �� SEE DETAIL H n� SPECIAL LATDERATAVLDFTCH w?SRM DETAIL I O ��i� & c� f -�� . F�� +10.00 -L- �� <^ � No��o s�Qip� SPECIAL LATERAL 'V' DITCH � No� ro s�aie� � � 45.00' LT � � � �` �� _ +27.00 L- '� Gm�.ai o� F�u rv e � �� EMOVE GRAU 0 T +00.00 -L- / qp 00' LT /� O °: �s` s��pe i � ♦°` � r-�n � � � 35.00' LT / � ` d c,a��a 7:l p F� �e sioae � �e� , as.uo� �T , 6 o��d =:, p F� a. a= �? � N � Nr � \ �i /� / � CARL L. R NOMA V. CASKEY M��. o=i.o Fr. � Yci /`�/ `" / t�i• OB �995 PG N�5 Mo.. d=i.a F�. Mm. o=t.o Ft. ryK a� �� ZZZ� �i Z26 Type of Liner= PSRM � n�PER - q �� '' p �'/ I � pg z252 PG ii63 -L- STA.16+50 TO STA.20+60. LT -L-STA.73�i�00 TO STA.16�i�50 LT N 20 � \\\ F � DRV5 +0 0-- � 92 P� T2 -L- STA. 27+89 TO STA. 29+50 LT � STA.29+50 TO STA. 33+00 LT 35.00' LT � JI +s000 -�- INC. Qo.00 -�- � � \/ � DETAIL B DETAIL D 35.00' RT '�P � - � 35.00' RT LATERAL BASE DITCH '� \� I � � s<aie� W 97.04 -L �IP RAP "� r� E� � SPECIAL CUTaDSTCH wrPSRM Fo ROADWAY DITCH wRSRM Fron' \ I Ho� m � 0.00' RT SEE DETAIL C � �\ /�� ^\ SPECIAL LP.TERAL 'V' DITCH / N' `o` o'��n Na u o p� °� o�<n Z a - \ Ra � �. SEE DETAI� I a,,.a � `. J� RESET FENCE �� c,o��a ?� p °F�o��e� s�oa� c,o��a z, D Forte s�aae T OUTSIDE ce d d J� \ PROPOSED W�'� XP O +15.00 -L- REMOVE ��\Ry� ` � / Min. D=1.o Ft. ♦ \ </ M x d 1.0 Ft. V � �� •� i7 EXIST RW + � � K Type of Liner= PSRM Mox d=1.0 Fi. Type of Liner= PSRM � �sy, y. � O� /� '�R} L'� �- STA. 26+50 TO STA. 30+00 RT �6'S0'�Z'- � F � -DRV3- 5TA.10+00 TO STA. 11+25 RT � � n, -0RV3- STA. 11+25 TO STA. 17+75 RT S - \FksN �\ �� / ��', a nsf C�N,y \ 340.Ob" / V - � M � ' `/ry /� � '�� ' �� `BC � , � � /'� - �� P � `C / . . } � � �R45S \\ �� T ah�ti � � / O y O � � a\ �y0 ' I SPECIAI GUT DITCH RSRM � 05 +zzae -�-� � RUSSELL TERRY MVEST41ENT5. LIC. / SEE DETAIL 6 .1- , �'p� � ALEXANDER J. TRENT s �� 35.00 ' �T � � OB 23�6 PC 305 DB R23 PC 2055 'F i�� _� � � O / SPECIAL LATERAL 'V' DITCH 7 SEE DETAIL I � � r y� � . �E � ' E I I I DRV� � °Q � �\ f� � � � I / E� /Y� \ \ e o.� � . . . . +✓a� \ \ c / / -L- -D RV3- R4S � +27.66 -L- * \ � ' J exisr Rw r 5 �%l . <9 ~`i s Pl Sto 29+40.90 .�� \ �" �`'�� / �jh p= 56' 43' l8R lRTI PI Sto //+9b42 Pl 510 /2t22A4 a "oo �w++ �'°� �% a�` D= 8' 59' 40T �= 56' l2' l82' fRT1 p= 38' 27' 335" fRTI + � F�, \ \ p'S1 A L= 630.62' D= 38l' 58' l8T D= 38/' 58' l8T �' +. !\ t +�s.�o -�- �, o p6a1� T= 343.86' L= I4Jl' L= lOA7' ,, s + � \ �� EXIST RW � .��' R= 637A0' (40 mpAJ T= 8AP T= 523' �oo< � � j�+` SE = OA6 FT /FT R= 15A0' R= 15A0' F�.r �o � \\ RO = �20A0' � �11� � °F�� + � JVkV �+ �,/ pp4STURf � � �t�� O a uL a Q ALEXANDER J.TRENT � DB R27 PC 2055 � m ii � ,o � � � � - MARSNALL A.& � LiNDA D. MOORE \ DB i889 PG 2920 �\ RETAIN A,Y �o B ♦ CF,y G9�� o G�� s� �s � ppNE \� �/a� �� '��°�.':� �� SEE SHEET 6 FOR PROFILE