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HomeMy WebLinkAbout20160906 Ver 2_R-4753 Jackson September 21 2016_Application_20181204TCQIlSj}DI'rQCI(71Z September 21, 2016 U.S. Army Corps of Engineers Regulatory Field Office 151 Pattoil Avenue, Rooin 208 Asheville, NC 28801-5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator PAT N1cCRQ�Y Cavernar NICHC]�.AS J. TENNYSON Secretary Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Wate�• Quality Certitication for Improvements to NC 107 from just north of SR 1002 to NC 281; Jacicson County; F.A. Project No. STP-107(10). TIP No. R-4753; $570.00 debit WBS No. 46125.1. l. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to improve and Lipgrade 3.7 miles of NC 107 from just north of SR 1002 to NC 28L The existing bridge will be utilized as an onsite detour dw-ing construction. There will be 389 lf of permanent impacts to surface waters from sheain relocations, culvert extensions and roadway filL Thei-e will be 0.03 acre of temporary i�T�pacts to surface waters resulting from this action. Mitigation has been acquired froin the North Carolina Division of Mitigation Seivices (NCDMS) for the stream impacts for this project. Please see enclosed copies of the Pre-C�onstt-uction Notification (PCN), DMS Acceptance Letter, PJD Form; Stormwater Manageinent Plan, Perinit Drawings, and Roadway Plansheets. A Categorical Exclusion (CE) was completed in June 2011 and distributed shortly thereafter. Additional copies are available upon request. This project is located in a trout county; thei-efore conul�ents from the NCWRC will be required prior to authorization by the Co1ps of Engineers. By copy of fl�is letter and attachment, NCDOT hereby requests NCWRC Review. NCDOT requests that NCWRC fot-ward their cominents to the Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application. Conclin-ei7ce has been reqtiested from USFWS (Letter dated September 20, 2016), foi- the I�idiana bat with a biological conclusion of May Affect; Not Lilcely to Adversely Affect. �`"�`1Va�hing Cornpares �_. State of Nortl� Carolina I Depaituient of Transpor[ation � PDLA-Natural �nvironuient Section 1020 Bu�ch Rid�e Drive, 27610 I 159R Mail Service Center � Raleigl�, Nonh Carol'uia �7699-I �9R 919-707-6000 7 919-212-57£,� F This project calls for a letting date of December 20, 2016 and a review date of November 1, 2016. A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please call Jeff Hemphill at (919) 707-6126. Sincerely, _ --�. �- Philip S. Harris, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List �oF WArFRQ Office Use Only: � � o c Corps action ID no. � r i�. , i � Y DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Improvements to NC 107 from just north of SR 1002 to NC 281. 2b. County: Jackson 2c. Nearest municipality / town: East Laporte 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state R-4753 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6126 3g. Fax no.: (919) 212-5785 3h. Email address: jhemphill@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.27628 Longitude: - 83.13851 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 19.6 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Tuckasegee River proposed project: 2b. Water Quality Classification of nearest receiving water: WS-III, B;Tr 2c. River basin: Little Tennessee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Forest communities, agriculture, minor residential development 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: 980 If 3d. Explain the purpose of the proposed project: To upgrade NC 107 to current design standards 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves safety improvements to NC 107 including widening the lanes and shoulders to upgrade the facility to current design standards The projec crosses eight streams that will require culvert extensions. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Requesting a PJD with this permit application. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem orar T ❑ Yes ❑ Corps ❑ No ❑ DWQ ❑ Yes ❑ Corps ❑ No ❑ DWQ ❑ Yes ❑ Corps ❑ No ❑ DWQ ❑ Yes ❑ Corps ❑ No ❑ DWQ ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ — non-404, (feet) other) Site 1� P❑ T Pipe reloc and UT to Tuckasegee � PER � Corps 1 47 extend River ❑ INT ❑ DWQ Site 1� P❑ T Energy UT to Tuckasegee � PER � Corps 1 16 Dissipater River ❑ INT ❑ DWQ Dewatering UT to Tuckasegee ❑ PER � Corps Site 1❑ P� T and River � INT ❑ DWQ 1 45 construction Site 2� P❑ T Pipe reloc and UT to Tuckasegee � PER � Corps 1 30 extend River ❑ INT ❑ DWQ Site 2❑ P� T Construction UT to Tuckasegee � PER � Corps 1 6 River ❑ INT ❑ DWQ Site 3� P❑ T Pipe UT to Tuckasegee � PER � Corps 1 30 Extension River ❑ INT ❑ DWQ Site 3� P❑ T Energy UT to Tuckasegee � PER � Corps � $ Dissipater River ❑ INT ❑ DWQ Dewatering UT to Tuckasegee � PER � Corps Site 3❑ P� T and 1 36 construction River ❑ INT ❑ DWQ Site 4� P❑ T Pipe UT to Tuckasegee � PER � Corps 2 40 Extension River ❑ INT ❑ DWQ Site 4� P❑ T Energy UT to Tuckasegee � PER � Corps 2 13 Dissipater River ❑ INT ❑ DWQ Site 4❑ P� T Temporary UT to Tuckasegee � PER � Corps 2 �2 Construction River ❑ INT ❑ DWQ Culvert UT to Tuckasegee � PER � Corps Site5 �P❑T 6 27 extension River ❑ INT ❑ DWQ Dewatering UT to Tuckasegee � PER � Corps Site 5❑ P� T Temp River ❑ INT ❑ DWQ 6 44 Construction Replace Pipe UT to Tuckasegee � PER � Corps Site 6� P❑ T & Extend River ❑ INT ❑ DWQ 4 12 Site 6� P❑ T Energy UT to Tuckasegee � PER � Corps 4 19 Dissipater River ❑ INT ❑ DWQ Dewatering UT to Tuckasegee � PER � Corps Site 6❑ P� T and 4 24 Construction River ❑ INT ❑ DWQ Site 6A ❑ P❑ T Pipe UT to Tuckasegee � PER � Corps 2 2� Extension River ❑ INT ❑ DWQ Site 6A ❑ P❑ T Energy UT to Tuckasegee � PER � Corps 2 14 Dissipater River ❑ INT ❑ DWQ Site 6A ❑ P❑ T Temporary UT to Tuckasegee ❑ PER � Corps 2 29 Construction River � INT ❑ DWQ Site 7� P❑ T Reloc. pipe UT to Tuckasegee � PER � Corps 2 38 and extend River ❑ INT ❑ DWQ Site 7� P❑ T Energy UT to Tuckasegee � PER � Corps 2 23 Dissipater River ❑ INT ❑ DWQ Dewatering UT to Tuckasegee � PER � Corps Site 7❑ P� T and 2 39 Construction River ❑ INT ❑ DWQ Reloc culvert John Brown � PER � Corps Site 8� P❑ T 4 52 and extend Branch ❑ INT ❑ DWQ Site 8❑ P� T Dewatering John Brown � PER � Corps 4 66 and construct Branch ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 389 Perm 301 Temp 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 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 Excavat Flooded Filled ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer im acts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem orar T re uired? 61 ❑P❑T ❑Yes ❑ No 62 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See Stormwater Management Plan - Shoulder berm Gutter will be utilized in sections along the project to channelize stormwater and to prevent erosion of the fill slopes. Retaining walls will also be used along portions of the project to eliminate impacts to the Tuckasegee River. Permit Site 5 was redesigned to eliminate a temporary causeway from the Tuckasegee River. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices for Surface Waters will be used during all phases of construction. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. � Yes 4b. Stream mitigation requested: 389 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool �cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Zone 2 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes � No Comments: 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No NA 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No NA 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No NA 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 11 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, ind icate 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? N.C. Natural Heritage Program database; USFWS-website; biological surveys for protected species listed for Jackson County. Biological Conclusions of "No EffecY'/No Habitat was rendered for Appalachian elktoe after a screening in the summer of 2009. NCDOT's BioSurveys Unit confirmed that this conclusion is still valid in 2016.Marginal habitat for small whorled pogonia exists, but surveys conducted in the study area in 2008 and 2014 resulted in no specimens being found. An eagle survey was conducted in 2014 with no nests observed. Summer roosting habitat is present for Indiana bat and Section 7 Concurrence is currently being pursued with a call of MANLTAA (Letter to USFWS sent on 9/20/16). A bat report dated September 16, 2016 stated that NCDOT is in 4(d) compliance for the NLEB. 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 III, P.E., C.P.M. % — �j� .2 /��6 Applicant/AgenYs Printed Name ApplicanUAgent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 12 'i1 c, Mitigation Servrces ENVIRONMENTAL DUALITV PAT MCCRORY Gorer��or DONALD R. VAN DER VAART s.-, �rera,-r September 15, 2016 Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: R-4753, NC 107 from SR 1002 (Roger Road) to NC 281, Jackson County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) «ill provide the compensatory stream mikigation for the subject project. Based on the inforniation supplied by you on September 15, 2016, the impacts are located in CU Ob010203 of the Little Tennessee River basin in the Southern Mountains (SM) Eco-Region, and are as follows: Little Tennessee Stream Wetlands Buffer (Sq. Ft.) 06010203 Non- Coastal SM Cold Cool Warm Riparian Ri arian Marsh Zone 1 Zone 2 Impacts 389.4 0 0 0 0 0 0 0 (feet/acres) �`Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. The impacts and associated mitigation needs were under projected by the NCDOT in the 2016 impact data. DMS will commit to iniplement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-$420. Sincerely, Jam s B. Stanfill Cre 'c�t,�Vlanagement Supervisor cc: Ms. Lori Beckwith, USACE Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: R-4753 State of NoRh Carolioa Environmental Qualiry Mitigatioo Services 1652 Mail Service Center � 217 W. Jones Stree[, Suite 3000 � Raleig6, NC 27609-1652 919 707 8976 T ATTACHMENT A PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Jeffrey Hemphill, NCDOT PDEA, Century Center Building B, 1020 Birch Ridge Drive, Raleigh, NC 27610 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Safety Improvements to NC 107 from just north of SR 1002 to NC 281. (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: �a�kson Clt)/: East Laporte Center coordinates of site (lat/long in degree decimal format): Lat. 35.27628 °N; Long. -83.13851 °W. Universal Transverse Mercator: Se�ect Name of nearest waterbody: see atta�ned ��st Identify (estimate) amount of waters in the review area: Non-wetland waters: linear feet: width (ft) and/or acres. Cowardin Class: Stream Flow: Wetlands: acres. Cowardin Class: Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non-Tidal: 1 E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): �✓ Office (Desk) Determination. Date: september 20, 2016 � Field Determination. Date(s): SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, w�e checked and requested, appropriately reference sources below): ✓ Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: rvc�oT � Data sheets prepared/submitted by or on behalf of the app ' nt/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: Sylva South ❑ 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): NcooT 20�2 or Other (Name & Date): � Previous determination(s). File no. and date of response letter: � Other information (please specify): 2 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. 3 This preliminary JD finds that there "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: IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified bv the Corps and should not be relied upon for la_ter jurisdictional determinations. Signature and date of Regulatory Project Manager (REQUIRED) � Signature and date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) Estimated Amount Site Cowardin of Aquatic Resource Class of Aquatic Latitude Longitude Number Class in the Review Area Resource (lin. ft or ac.) Site 1 35.29312 -83.14392 R3UB1 108 Perennial Stream Site 2 35.29201 -83.14176 R3UB1 36 Perennial Stream Site 3 35.28823 -83.14378 R3UB1 74 Perennial Stream Site 4 35.28708 -83.14214 R3UB1 65 Perennial Stream Site 5 35.28464 -83.13246 R3UB1 71 Perennial Stream Site 6 35.28460 -83.13015 R3UB1 55 Perennial Stream Site 6A 35.28433 -83.12932 R3UB2 73 Perennial Stream Site 7 35.28226 -83.12593 R3UB2 90 Perennial Stream Site 8 35.28143 -83.12532 R3UB2 118 Perennial Stream E 9if;Il�v�1V North Carolina Department of Transportation :itClillibV�fiPC Highway Stormwater Program i �� : STORMWATER MANAGEMENT PLAN — (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 39999.1.1 TIP No.: R-4753 Count (ies : Jackson Pa e 1 of 2 General Project Information WBS Element: 39999.1.1 TIP Number: R-4753 Project Type: Roadwa Widenin Date: NCDOT Contact: William Bill Zerman, Jr., PE Contractor / Desi ner: Carlas Shar less, PE Address: 1590 Mail Service Center Address: 1590 Mail Service Center Raleigh, NC 27599-1590 Raleigh, NC 27599-1590 Phone: 919-707-6755 Phone: 919-707-6750 Email: bzerman@ncdot.gov Email: csharpless ncdot.gov Cit /Town: Cullowhee Count ies : Jackson River Basin s: Little Tennessee CAMA County? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 3.74 Mi. Surroundin Land Use: Rural Residential Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 19.6 ac. 10.8 ac. Typical Cross Section Description: 2-12 foot travel lanes with 6 foot paved shoulders and shoulder sections with variable 24' BST with grass shoulders and shoulder sections with variable slopes to tie-in. side slopes to tie-in. 6' paved shoulder is to be striped as designated bike lane. Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 8,800 Year: 2035 Existing: 6,270 Year: 2016 General Project Narrative: The project involves widening NC 107 from North of SR 1002 to NC 281. The existing roadway consists of 24' of BST with shoulder section. This project will improve the (Description of Minimization of Water roadway to a 2-12 ft. travel lane facility with 6' paved shoulder to greatly enhance the safety of the motoring public in this region. Shoulder berm Gutter will be utilized in sections Quality Impacts) along the project to channelize stormwater and to prevent erosion of the fill slopes. Retaining walls will also be used along portions of the project to eliminate impacts to the Tuckasegee River. Waterbod Information Surface Water Bod 1: Tuckasegee River NCDWR Stream Index No.: 2-79- 24 NCDWR Surface Water Classification for Water Body Primar Classification: Water Suppl III WS-III Class B Supplemental Classification: Trout Waters (Tr) Other Stream Classification: Impairments: A uatic T&E S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: Pro'ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer? Deck Drains Discharge Over Water Bod ? (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) �������,y,�a�; North Carolina Department of Transportation StGilZZbvF1iP!' Highway Stormwater Program � ' STORMWATER MANAGEMENT PLAN (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 39999.1.1 TIP No.: R-4753 Count ies : Jackson Pa e 2 of 2 Additional Waterbod Information SurFace Water Bod 2: John Brown Branch NCDWR Stream Index No.: 2-79- 24 NCDWR Surface Water Classification for Water Body Prima Classification: Water Supply III WS-III) Su lemental Classification: Other Stream Classification: Im airments• Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Brid e Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Dischar e Over Water Bod ? (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 justifcation in the General Project Narrative) General Project Narrative) �aN ;lia,�i' 1A For InJ,�x ;-�f Sliret,- -YIKtV- JIA. IIt17.VU ITE 1 -Y1REV- (SR 7735) �HELEN ZACHARY ROAD �C NC 707 = , _,��— — ' , TU�E�� CKAS �. lu+ I�.uu - BLACKWOOD ROAD !- ISR 17371 CANEY FORK ROAD END CONSTRUCTION -Y2- STA. 11+40.00 � N � I 107 � - � � / RETAINII�G_ �- � �� __--� - � VJALL #3 ��- �— _ � RETAW�ING � �uni i + S�s�,��� ��' 1����� ���� I' ',�����.:� IDJI�yJI�I��� ���' J�—����JI���1��� JA CI�S01.� CO U1�TY LOCATION: 111C 107 FROM NORTH OF SR 1002 TO 111C 281 TYPE OF WORK GRADING, DRAINAGE, PAVING, � RETAINING WALLS SURFACE WATER IMPACTS PERMIT SITE 6A � SITE 6 � �, SITE 5 , � SITE 2 N SITE 3 j i I � SITE � \ . E PROIECT REPCRENCE NO. ' " ' '- o�C�� R-4753 1 N VROJ.NO. .n.PROI.N DEscRIWlION 39999.1.1 � STP-010710 P.E. 39999.2.FR2 STP-0107(10) RNJ & UTILITIES 39999.3.1 I STP-0107f101 CONST. PERMIT DRAWING SHEET 1 OF 27 ��� SITE 7 �4 SITE 8 _ ; ��� /�'�` ,� ��� � '' � nisroRic� ' � ' � END CONSTRUCTION 'ROP __ ; _p �j.�, � -DRV3- STA. 10+30.00 ��' � kasece� �O' � �, END STATE PROJECT R� � � �� � � �� � � �� —L— STA. 214 + 50.00 � i �� � � � � ,y � � END CONSTRUGTION � � � � �� Y4- STA.11+85.00 RETAINING � � ;% ��� WALL #7 ��..-� ��R�g � � , , , � ; � ��, � � END CONSTRUCTION � /* %�1� � �� RETAINING -Y36- STA. 14+43.34 / Y3 � / WA� �.� C' i1� � END CONSTRUCTION END CONSTRUCTION �� �C � ~ -DRV4- STA. 70+83.00 _y3C- STA. 12+30.00 � i�� i�� V�� �"v� �� � � � � � � � ' � � � �� — * C 107 _ _ �,�, -Y2A- — — ' -0 �- � _ _ -Y3A- f � \ � - - � - - - - — ' - � -�---' -= , = -� - \ _ _ TUCKASEGEE_RIV�ER _ _ _ _ - _ _ __ � _�'" ; � ll - - - � - � o END CONSTRUCTION ��r.,.,,.,,. _o -Y3A- STA. V+85.92 / BEGIN STATE PROJECT R-4753 ,�> \BRfDGE #781 —L— STA. 15 + 50.00 � o , o � *DESIGN EXCEPTION REQUIRED FOR: F fi � THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. � CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. � ;:, V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH "� 50 25 0 50 loo ADT 2016 = 6270 .� �-� ��� — ADT 2035 = 8800 � PLANS K = 10 % - �D= 60 % LENGTH ROADWAY TIP PROJECT R-4753 = 3J43 MILES 50 25 0 50 100 T= 9 %* I��� y V= 40 MPH -- a �� PROFILE (HORIZONTAL) * TTST =2% DUAL= 7% �Y• ��� z O ��� l0 5 0 t0 20 FUNC CLASS = _ r ` MINOR COLLECTOR v PROFILE (VERTICAL) "REGIONAL TIER" P�epo�ed In the Office of: H1'DRAULICS ENGINEER DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 2012 STANDARD SPECIF'ICATIONS P.E. SIGNATURE: RIGHT OF WAY DATE: JAMES A_SPEER PE MAY 29, 2015 �Ro�ecr cxcrNeers ROADWAY DESIGN ENGINEER LETTING DATE: DANIEL W. GARDNER JR. 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DWAY DESIGN HYDRAULIC ENGINEER ENGINEER ���������.�: ��Q: ���.f��� DO ',�'OT US& FOR f W ACQLiI51TfON 1P1R1�1,][1��N� �8h` l�1LAN� DO NOT l'SE FO CONSTRI'CT[ON PERMIT DRAWING SHEET 10 OF 27 L,_ _�; `�, ;_F�i: Hl�� ��;A�E �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 0 � '�i �``'i I � � I � I M4 «Qii �' ��'ER, I � '��u��w ��R� i i � / A/4��� �. � / ���1� M��R .A?. � � � �' "ooPeR / / i� � � / / ' — � / / � � � ' �3 JOHNNY M. CABLE � � � � / � � / JOrCE�e�Ce9�E - � � •f i i � `�. / � w�. - - - - � / / . - � _ - �R - - - - ' - - - � � _ - / / � � �� � _ � � Hra U w , i � / � / / / � B � �;k �. � � _ _ \ _ � / s � � � i ' � � � _` � � � \ \ •_ � FGCK � ' / ,o:��// ' � / I � i ,s _ � �4L1- � \ � I� / iR 1 � � / - � NERREN PROPERTES. 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BEUTELL AND wIFE. JOAN A. BEUTELL � �,� �. 46 snarzoie csharpless R:\Hydraulics\PERMITS_Environmentol\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_shi73.dgn DETAIL 26 STANDARD BASE DITCH � Nai �a scnlel Nv ueal Nu Grourrd � D �;? G� d� Geaie.t e �� Min. D ] Ff Mox.d=] Ff. � B= 6 Fv. NOTE: NO RIP—RAP IS TO BE PIACED IN STREAM DETAIL 30 STANDARD BASE DITCH � No� io S.am� Na�ura Nou� I Gro�� :� � � �y� Groun d� � ceoiex� e �I Min D 5.5 F. Mox. d= I.5 F. 8= 5 F�. c�. yd. DDE DETAIL 57 STANDAR� BASE DITCH �H i�o S�ol�� Goral Nolur I uun ,-� �,� Gra�id d� � Gearex� e 8 Min D 3 5 Ft. Max.d= 1.5 F�. B= 3.5 Ft. c�. vd. ODE RM' SHEEf NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER ���������.�: ��Q: ���.f��� DO ',�'OT US& FOR f W ACQLiI51TfON 1P1R1�1,][1��N. �8h` l�1LAN� DO NOT l'SE FO CONSTRI'CT[ON PERMIT DRAWING SHEET 14 OF 27 � r:j ��;1 /� \� , ,� _ �� � PDOL/� �., � y �..�L �-' � �� �7 � �-- ,, � DETAIL 70 � � SPECIAI CUT DITGH INo �o Scae� ..�. . Q� �` N' Gm�nd �� p F\oe, Min.�=2 FI. FROM STA.743+-00 LT.TO STA.144-i-00 LT. I i`'' I_I " i 1 I I_1(? ' `� rt A� N I l. _: � Q L� �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � 0 � TNOMAS C. BEUTELL AND wIFE. JOAN A. BEUTELL �-�,.-,�. , 46 � -� - .. _ �-�,� _ � — _ _ ` ` ��,.,,�,�, . \ � S (� \ `, �,r,, �� �. � � � � L_. .. � _��s I ��� \ � �,� . �r �� �..�- snarzoie csharpless R:\Hydraulics\PERMITS_Environmentol\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_shi73.dgn DETAIL 26 STANDARD BASE DITCH � Nai �a scnlel Nv ueal Nu Grourrd � D �;? G� d� Geaie.t e �� Min. D ] Ff Mox.d=] Ff. � B= 6 Fv. NOTE: NO RIP—RAP IS TO BE PIACED IN STREAM DETAIL 30 STANDARD BASE DITCH � No� io S.am� Na�ura Nou� I Gro�� :� � � �y� Groun d� � ceoiex� e �I Min D 5.5 F. Mox. d= I.5 F. 8= 5 F�. c�. yd. DDE DETAIL 57 STANDAR� BASE DITCH �H i�o S�ol�� Goral Nolur I uun ,-� �,� Gra�id d� � Gearex� e 8 Min D 3 5 Ft. Max.d= 1.5 F�. B= 3.5 Ft. c�. vd. ODE �� 46 THOM4$ C. BfiUTELL _ AND NIFE� JOAN A. BEUiE�L � 1` \ 1 � � �� ,�- � � �TS_ ��y �,-� s. \ � _ i � �'�� � � _ �, %� �; j� - �,�' ' � ti :; ,�/�"� �''� - i `W I u� -`/�F ��' I � — � �,1� _ I ` �� RM' SHEEf NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER ���������.�: ��Q: ���.f��� DO ',�'OT US& FOR f W ACQLiI51TfON 1P1R1�1,][1��N� �8h` l�1LAN� DO NOT l'SE FO CONSTRI'CT[ON PERMIT DRAWING SHEET 15 OF 27 THOMAS C. BEUTELL �AND WiFE, JOAN A. BEUTELL -i - � .-� /�� ,,, � � f � L� is� � / �� 6 _ / �Q , ,� ,�, � - � , `{ ��/ - /� / / ,� �� - � �� �� _ ` �� % aoo��� ��' f'-'� � I '�ah� � ��� � i �. �� ! �7 �� � DETAIL 70 � � SPECIAI CUT DITGH INo �o Scae� ..�. . Q� �` N' Gm�nd �� p F\oe, Min.�=2 FI. FROM STA.743+-00 LT.TO STA.144-i-00 LT. I i`'' I_I " i 1 I I_1(? ' `� rt A� N I l. _: � Q L� �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER Z 0 > � ► ���' � �� � � � _ �, - !-� ��� " �,� l U,�'_� �z n �' � l 3/3/2016 qinguyen R:\Hydraulics\PERMITS Environmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet sht13 enlarge site5.dgn ' ,_ � � , C � � � � __-----, � . ,__ _— , , � � ,���Y-�,� ,— � � � , �'���/ , � c ��,; .-= ----� ,��_,— � " �i/ � , � 1 @9'x7' RCBC w/Sills Use Detail '26' RM' SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER d�v������b,�. i�Q: e��.rn�r� DO ',�'OT US& FOR f W ACQLiI51TfON 1P1R1�1,][1��N. �8h` l�1LAN� DO NOT l'SE FO CONSTRI'CT[ON PERMIT DRAWING SHEET 16 OF 27 ��, � �� �-; � e���F�ii�_ ,,�_:�,� � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � PROIECT REFERENCE NO. SHEEf NO. � R-4753 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dNCQ�YNg1P1LlE ]E ]P1LAN� UO NOT VSE FOR / W 4COULITION h�1f�iC]Ld�l[IN f8`�Y 1PILAN� DD NOT L�SE �O CONSTR['CT10N 150' I 0' 50' 50' I 0' 150' ERM T D WI G SHEE 17 OF 7 Sta. 14 + 79 L- P o. 1 'x7' RC C w�Sil s . ev tion = 213 .0 S ew= 0 Deg ees s o y�.ws ,iao.b 2 I /� O (T ckasegee) �t 100 R WSEL = 21 2.1 T RT. TB L ��o yr. ws 2, 3�.� Exist ng Roa way - (r ckasegee) Ex stin — t eam e � � 2 ' I � l (Tuckaseg e) ` � � TB LT. - 2 I 3 0 — `� �'1 0 yc WS 2 33.4 � _ � � � uc asegee __-�_---�,_ �' I �� TB R _ __ —\ _ IL_� _ � � . . � (Tuckaseg e) 2 I 2 0 ORMAL WS EL V= 126.5 Exis ing 2@ 'x4' Existin 2@6' 4' Ou et Inv. 123.7 /- Inlet I v. 2126 1 Pro osed ills N � (Se Sill an v � Ba le Deta I Inv=21 3.6 F V � � � � �'«' 332016 qing�yen � ' R: H dra�lics PERMITS Ernironmenfal�Drowin s PERMIT DRAWINGS R4753 H d XPL site5.d n � Z 0 > � 3r32016 qtnguyen R:\Hydraulics\PERMITS_Emironmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_sht13_enlarge siteb.dgn •� Q Z RM' SHEEf NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER d�v������b,�. i�Q: e��.rn�r� DO ',�'OT US& FOR f W ACQLiI51TfON 1P1R1�1,][1��N. �8h` l�1LAN� DO NOT l'SE FO CONSTRI'CT[ON PERMIT DRAWING SHEET 18 OF 27 ,,, ��, `�, (=�R.qPHIC �i='A�E �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER a v a _ � � — Z 3 � ❑ � i a 3 0 E 0 'uii» Fi» Ew ,o m oe' o � �O µ � vz. = 0 5 10 PROJ. REFERENCE NO. SHEET NO. ;j b�_[l� R-4753 X-177 . � , ;., � _-i _ , , � , , �� i � � ��� �, , , , � PER IT D WI G SHE T 19 OF 7 � 0.016 0.020 ��. 1 4:T— 214 .56 -r— RETAININ 142.81 WALL � � � � � — � � � � � � _ _ _ _ _ _ _ _ _ _ _ � �� � — — � 0.033 0.033 q'. �_ _ � �_ � Zj4 .ZO ` RETAININ 2142. B WALL . �. � _ _ � _ _ _ — _ _ _ � � — _ — _ _ _ � � � � � � � I ' 0.040 0.040 — � — .�� ?T —l4'p" — — 2142. 4 Z�44.O7 / REWAIl � � � . . �� � — _ _ _ � _ _ — _ — — _ _ _ _ � � � _ _ � � � - 0.050 0_050 � � � — 2 � ��. REfAINI G � � � WALL — — 66" RCP \ S.S. 2138.10 So = 1.95% � � � .. - . � . — _ � _ � � � _ � _ � � _ _ � — ' �� �. �»w ��i� . �.' �..� '�- ��� �+ � �� � ..r. �.. ,.. , . � Z 0 > � RM' SHEEf NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER ���������.�: ��Q: ���.f��� DO ',�'OT US& FOR f W ACQLiI51TfON 1P1R1�1,][1��N. �8h` l�1LAN� DO NOT l'SE FO CONSTRI'CT[ON �"� I I OO �'' PERMIT DRAWING J'� SHEET 20 OF 27 � �� O� 2 MT� REIA T I -�--L-- � ` � I _ -----� _---� F F� �\ R� , , -„ - ` � , _� �� � ���� - Yv W W "� �� W ;�'I< iCOI��C HW -o � II��IF�C�W NOT QCCE`�SIB�Ep ",�. -' �.,- .- ,_. _ - - .-, - - , �-- 9/142016 csharpless R:\Hydraulics\PERMITS_Environmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_sht13_enlarge site6A.dgn MI� ,�',_� ' - -� _ � �`� ''���` ��> ��, �--��-�,�;__�_"'- �,FB -----C - C -----___----- SpeEial J C vujSlab Lid � 42" RCP-1� S � 'DE — ' TS���__� ``�--'`�' �-� N' � ,�J-� - - J `�_�- _'� �� �� � ��J\ _ - _� � � / ) �� �l � � �j , , i� ; � , i GI��qPHli� SCA�E �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � 0 � i; i � _ B57 _I ❑ ,� -i - -� }� J�NES N BttrSON �� , _. ,. r'i E—E —� E � i— —� � C_ / � � 2GI — � �F F � � C / G / \ G -E�C_E` C�PDE--� -� � � �c F�a U� o � V', v }�— ��� HW 1-30" CSP C SITE 7 JAA1E5 N BRYSON u o eia anP_z ror�s GEOTEXTILE=l SY 47 1 ����� �� � �UT r��Wp � � ��� H arA � � - —\ \ — F � _ - _ - - � + _ 1 F F F F F F ��� CC � � � F F F �� _--..— —___-- —E � J4ME5 N BRYSON — --- — — --- --� ---- -- -- ppp P�ono�ed r e�se Toll Dilch —E � See Detal l2' , � 47 _-- i � _ -- E� �—" r�n,n ------- --._.—. n�cT .F \ ' _ �� �� JA►AES N BRrSON ._ . — � � Class 8 R p � p=2 Tons ` ` \ � ��..-.._.. Georext le - 7 SY \� / ` � 6ASE OU�ET DITCH � / USE DETAIL 'SB' — - - - --_____ --. � \\ \ � - j ...�-' '��-___ \ / j� ��� -\ \ 2' BASE TAIL DETAIL ' � ..\ \ DETAIL 12 STANDAR� BASE DITCH cuo�� �Hmo s�ti_� c�o�„ dl ceaic��ile—� 8 Min.�= 3FI. Mox.d= 1 Ft. B= 2 Ff. STA. 16V �24 L�. �PIPE INLET� 12 CU.YD.DDE 20 TON CLASS I RIP-RAP 39 SY GEOTEXTII.E STA. 160+24 RT. (PIPE OUTLEf) 75 CU.YD.DDE 26 TON CLASS I ftIP-RAP >4 SY GEOI'EXTII.F wet shtl DETAIL 58 STANDARD BASE DITCH DETAIL 59 "°"` s`°�°� STANDARD BASE DITCH ",°� ^'°�"r°� �r+oiioS�vle� Ground :� � �� Ground d �� rol Min. D= 5 F�. erou� ?.� O ,�� ro�n ceo�e.iilc—' B Mox.d��� l.i F�. 8 - 5 Ft. Min. D= 1.5 FI. I g I S�d. Na 8)6.01 B- Z h' � � T oF L'iner= CL4SS I R'ip-Rap STA.764+95 (PIPE OUTIE'f� STA.164+-58 (PIPE OUTLET) 12 CU.YD.DDE 30 CU.YD.D�E 40 TON CLA55 I RIP RAP 75 SY GEOTEXTILE WW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ` ���������.�: ��Q: ���.f��� DO ',�'OT US& FOR f W ACQLiI51TfON 1P1R1�1,][1��N. �8h` l�1LAN� � ` DO NOT l'SE FO CONSTRI'CT[ON 1� O �� tis�s PERMIT DRAWING �oo� SHEET 21 OF 27 BAUCOY ROOGERS LLC �,�, 1 pG F� �� � I � C� /// /�� '� 49 � ,IE$ �CA NNCOO�R f c QJ�' / TJ �a � / � ����SlT /.: �,� �F ;� / < �� , , � �'/a 'c ��� �i � � � � � � � � � �� �� � � / '�� � � � %� � �C �" Y �4'� 1 J\ \ �- '� y`I 2 '� 2�� � � z'�� � � \ � � PSr \ � \C � fff��� \ �� � _ ie��� :..-�'�. �Lsi � CL 8 kIPRAPf � Est I SY � TIL[ F\ OJ � ` iEMp Ry � F�R � iOURECONSTRUrn . \ \ '- - 7(�IO"XS-RC6C w'S'ills'� SEE DETP.IL '25' R\ V � I - �\ ., �_�� �� � DETAIL 25 STANDARO BASE DITCH (Noe�o s�ole7 �al rul �� orou��d ;� p .�� c,oun -� d " �...\ \ Geare.lile—� 8 Min.D= 5 F. �\ ' NOTE: NO RIP-RAP PL4CED Mar. d- 5 FI. � IN CHaNNEL B= 6 FI. pe ofLiner= CLASS IIRip-Rap STA lhF-4"i FNTkANCF ANfJ FXIT PHILLIP M. CAULEY A1� wIFE. SUSANNE H. GIq,EY TS F 48 s�� � �S' % S(— _/ � �Sf� � �� JAAIES RICHARD��RUSSELL O LIVNG TRUST U/A�--__ � \ _". \ J � I I��I �J I,J � I � � �) � \ ��__ � 1 ,F'���'�III,: J!� �,L� �DENOTES IMPACTS IN � DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER � z 0 � � - , ��---Bs =_ � � �' � � -- J ❑' � — — _ / � � - -- � ,� — � - - — - � �, ,�-� _ , �� � - �— — — � - � � . 1��4 ��- � � / �:"�� —_ �'- , �� � �\ � eo���� /! ,/ / _ ' \ \' — _ . \ � � . \ ... .. ..; ... / / � , �� �= ` i- 4 -� \ � �\, � � ,/ ��//', / i \� \ \� ` _ — — _ � � ��\ ��, JANES N��tYS`. _. _ue�oaana z rori: � \ J \ \ c rexrne=a � <_� ,: � � , , _ J _: �, � � � � _ % " �i .- ' � �- - __ _ _ �� , . - �,' _ . , ` � ., �\ \ �_ / � / ^ ` � — — — ,.>_ � �' � \ � __ "°-,- .� . \ � � � �� ` . � J.MES N BttrS� � , �/ / � -s — � i � � � `. � ` J ` � � _` � —.,� — -- — _ \\ \' � �O - — — -�� � ' n, '�7 ! / — — — . \ " / , � :,,� � _ — — , _ _' - \'\ - - �` � � � . 20 TON CLASS I RIP-RAP 39 SY GEOTEXTII.E STA. 160+24 RT. (PIPE OUTLEf) 75 CU.YD.DDE 26 TON CLASS I ftIP-RAP >4 SY GEOI'EXTII.F wet shtl - 40 TON CLA55 I RIP RAP 75 SY GEOTEXTILE ,� \ - � ,�� \ . i � , i� � �. �� �. F \� � � � � � � � � � � WW SHEEf NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER ���������.�: ��Q: ���.f��� DO ',�'OT US& FOR f W ACQLiI51TfON 1P1R1�1,][1��N� �8h` l�1LAN� DO NOT l'SE FO CONSTRI'CT[ON PERMIT DRAWING SHEET 22 OF 27 ��G�� �/ 49gpM� � JES �CA NNCOO�R ,�n _ ,A _. JAAIES RICHARp�Rtl55�LO , .. LIVNG TRUST U/A� -._ —_ - _ � � � \ \ �DENOTES IMPACTS IN � DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER OIz R��_ ��k ��' c �N uUT � �C�N� �0/�/�� / �v�4<� � / E_ � —� E �� N owa��t��N_��,�'�W � ,�^ \� ___ — � � ��,, � , � � � �J F_ ���i � ? � Q C0� �� � —_--� —G F � �E \ ,� 9n�oib csharpless R:\Hydraulics\PERMITS Environmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet sht14 enlarge site7,8.dgn ,� � r��q�C " � � i � � `� � � � ;'�� � ' . �� I�i�D �� �R ���, , � , �, . .i' , `-;-'- a i ,�� ',, ',, 'c r� �� � ���� � � � � 8'�.� - � /' � � \ �_� �\ \ � / ` ��r �� ��S WW SHEEf NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER d�v������b,�. i�Q: e��.rn�r� DO ',�'OT US& FOR f W ACQLiI51TfON 1P1R1�1,][1��N. �8h` l�1LAN� DO NOT l'SE FO CONSTRI'CT[ON PERMIT DRAWING SHEET 23 OF 27 � �_�� � ��� � �-1 � i_�F;l1i='HIi= �C AI_E �DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER E � 0 G Y E 0 wi � fw �o v o � � Qs. = 0 5 10 PROJ. REFERENCE NO. SHEET NO. ;j b�_[l� R-4753 X-189 . � , ;., � _-i _ , , � , , �� �� i � � ��� �, , , , � � � � � _ � – – – — � � � � – _ ���'s� � _oETz_ ST ,4 � z8 34 P E R I T D W I G _ _ oo,o ao,p OFF 968' SHE T 24 OF 7 2153.7 � � a:� o.ozo o.ozo '� �r � � �� _ _ _ _ � � _ � -DET2- ST . 13+80.99 � i 0.070 OFF 0.00' 1,y �c — _ � 0.070 F � 2�5 .24 � �� I � � � � � _ — — — _ — — � -DET2- ST .13+58.03 i 0.070 OFF 9.89' \ 1.� _ � 0.070 S�� � 60" RCP � — _ ?' So = 5.94°/a � � — � � _ — � � _ — 1.� \ -DET2- 5T 13+33.65 4:\ 0.070 0.070 Off .59' 2149.9 0.020 0.020 r I \ ? � �/ - � � � �� � � � � � �. � , .;'. . . ... . .. . . :.. :�� ... .. . . a-. PROJECT REFERENCE NO. SHEET NO. R-4753 ROADWAY DESIGN HYDRAULIGS ENGINEER ENGINEER 1[I�ti`��[]P1L,lE C'lE 1PIl..�NS DO VOT USE FOR /W ACQUISiTlON �1�gIE➢.2�AI�I I8�' ]�I.,:�N� Do NOT l'SH, FO cONSTRl�CT10N ERM T D WI G SHEE 25 OF 7 I 5 0' I 0 0' 5 0' 0' I 0' I 0' B LT. VERTO PING �`�`� TB RT. � Station 168+4 -L- - � Pr . 1 1'xb' RC C G P. ELEV 2158.9 `.� ' � S EW =10 Deg. 2160 � � � ��- � o yr. ` = - W EL=215 .3 ` � _ _ \ � xisting 0 WSEL-2156.6 � I � � ` � � 2 I 5 0 � �\ B RT. WS L=215 .3 ` � ' � 1 211012 � • � . . — Exis ng Inle Inv. = 2150.9 �� ' =XISTI G STR AMBED � � � � � � � , Iq �� ' � , Prop. C� Inv Ele .=2149 07 Prop sed Sill �� 5=0.07 ft�ft �� See ill and affle D tail N �n � �I_ w�: �»• 3/Y1016 qing�yen .,. R:\H droulics`PERMITS Environmentai Drawin s\PERMIT DRAWINGS R4753 H d XPL sifeB.d n WETLAND PERMIT IMPACT SUMMARY W T A D IMPACT R A E W T R I PA 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+61 / 23+70 -L-LT 48" CSP, DITCH < 0.01 < 0.01 11 45 1 23+58 / 23+67 -L-RT STREAM REALIGN < 0.01 36 1 23+50 / 23+72 -L- RT RIP RAP ACROSS STREAM < 0.01 16 2 76+89 / 76+95 -L-RT 36" RCP < 0.01 < 0.01 30 6 3 98+33 / 98+48 -L-LT 24" RCP < 0.01 19 3 98+34 / 98+40 -L-RT 24" RCP < 0.01 11 3 98+42 / 98+48 -L-RT 24" RCP < 0.01 19 3 98+44 / 98+56 -L-RT RIP RAP ACROSS STREAM < 0.01 < 0.01 8 17 4 105+40 / 105+55 -L-RT 42" RCP < 0.01 40 4 105+51 / 105+63 -L-RT RIP RAP ACROSS STREAM < 0.01 < 0.01 13 12 5 142+66 / 142+78 -L-LT 9' X 7' RCBC < 0.01 < 0.01 27 26 5 142+74 / 142+90 -L-RT 9' X 7' RCBC < 0.01 18 6 150+04 / 150+09 -L-LT 66" RCP < 0.01 < 0.01 12 14 6 149+92 / 150+08 -L-RT RIP RAP ACROSS STREAM < 0.01 < 0.01 19 10 TOTALS*: 0.02 0.02 242 167 0 `Rounded totals are sum of actual impacts NOTES: Sites 1,3,4, and 6 contain Rip-Rap in the stream to function as a energy dissapator due to erosive velocities at pipe oultets. � WETLAND PERMIT IMPACT SUMMARY W T A D IMPACT R A E W T R I PA 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) 6A 154+16 / 154+19 -L-RT 42" RCP < 0.01 20 6A 154+16 / 154+19 -L-RT RIP RAP ACROSS STREAM < 0.01 < 0.01 14 29 7 164+73 / 164+84 -L-LT 60" RCP < 0.01 < 0.01 9 15 7 164+51 / 164+78 -L-RT 60" RCP < 0.01 29 7 164+33 / 164+55 -L-RT RIP RAP ACROSS STREAM < 0.01 < 0.01 23 24 8 168+37 / 168+57 -L-LT 10' X 6' RCBC < 0.01 < 0.01 17 50 8 168+28 / 168+40 -L-RT 10' X 6' RCBC < 0.01 < 0.01 35 16 TOTALS*: 0.03 0.03 389 301 0 `Rounded totals are sum of actual impacts NOTES: Sites 6A and 7 contain Rip-Rap in the stream to function as a energy dissapator due to erososive velocities at the pipe outlet. � • � � � N a0 M O N Prepared In the Offlce of: HYDRAULICS E1VGIIVEER ,..������►.,,, GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH CDM CDM Smith Inc. �.����� �ARO� ���,� 5400 Glenwood Avenue �.` O�.••'" " ''•.. ��y �i� ADT 2016 = 6270 Ralleegh�, NC 27612-3228 .,, �;�oFEss�ioN9 9; 5 � 2Jr � 5 0 � � � S m i t h N C C O A No. F- 0 4 1 2 � ;� S E A L !� - � I OQp ADT 2035 = 8800 FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION =�:.. 032619 •;yy: o�, �� ��,� K= 10 % LENGTH ROADWAY TIP PROJECT R-4753 = 3.743 MILES ZOl2 STA11IDARD SPECIFICATIONS �-,;�'FNGINE,��•Q.,`�,�' ��� �°�o PLANS •••• D= 60 % — DAVID J. CLODGO, P.E. P.E.'�•`.s R. SNP;o`� * � LENGTH EXISTING STRUCTURE #52 0.026 MILES ''������►��`` � �' �JO ZrJ O �JO �OO T = C� % * RIGHT OF WAY DATE: PROJECT ENGINEER SIGNATURE: � � TOTAL LENGTH TIP PROJECT R-4753 = 3.769 MILES ROADWAY DESIG11t .``����N��CARo''��.,, � o V= 50 MPH MAY 29 2015 � '•� " �' `� � KIT A PERSIANI, P.E. E111GI11lEER :'���°Q���S'�ti'��9�': �� �� PROFILE (HORIZONTAL) *�ST = 2% DUAL = 7% PROJECT DESIG11i ENGINEER - � S E AL �.' _ �� � �Q Q - 035683 = � � � p� � o l0 5 0 10 20 FUNC CLASS = LETTI11tG DATE: = .= DECEMBER 20, 2016 T H A D F. D U N C A N, P E =., o''•FNc�NEE�;•�o ,.; MINOR COLLECTOR NCDOT CONTACT '�-q�o''"' ' o�,�'' ii ii P.E.�'��ii� i� i n�`�`� � PROFILE (VERTICAL) REGIONAL TIER SIGNATURE: N � w � -L - -YIREV - -DRV l - Pl Sto 35 +65.48 Pl Sta 4/ +74.84 Pl Sto 46 +68.49 Pl Sta ll +10.7/ Pl Sto ll +62.36 Pl Sta l0 +65.44 �= 24° 20' S0.0" �RT l 0= 2° 02' 40.4" �RT 1 p= 2° 49' 27.3" �RT l �= 6° 05' 10.8" �RT � p= 35° 2/' 16.8" �RT l p= 52° 38' 49.3" (LT ) D= 7° 23' 34.8" D= 0° 57' 17.7" D= 0° 42' S8.3" D= 9° l0' 02.4" D= 98° 47' 09.0" D= l90° 59' 09.4" L= 329.33' L= 214.1/' L= 394.34' L= 66.39' L= 35.79' L= 27.57' T= 167.19' T= 107.06' T= 197.2/' T= 33.23' T= 18.48' T= 14084' R= 775.00' R= 6,000.00' R= 8,000.00' R= 625.00' R= 58.00' R= 30.00' SE _.06 SE = NC SE = NC SE = EXIST. RO = l26' ALVIN EUGENE WEBSTER DB 604 PG 332 PROJECT REFERENCE NO. SHEET NO. R -4753 5 fLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER `````,`�������i��►������',,, ,,,,,����CA���/,,, ;`�����E S� pO���L �'; �.`���: 'FESS /p':�q�''. " ' e�S E A L�� . q - � �.��o S EAL �9� •� : = 035683 = : � : 032619 � = , : � � •,. <c� � . � �y: ;��Oq� �GI NEE���p,���� ��.,y4'�S, G I NE�:•�Q,�•` ''�i,;� � J. CL00,��. .,���IIR � � S�P�,. ������►, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED q2o52' SS�� S 4` 25' 10.5" W + 79.67 -Yl REV- 5 q0' 30' LT. E I P 83 � -YIREV - PT Sto. ll +79.67 w -YIREV - PCC Sta. ll +43.88 N , BEGIN CONSTRUCTION M P -Yl REV- STA. 11 + 15.00 � � P , _� " - + 21.20 -Yl REV- � - - z � `` � ' � 15' RT. � ' � �� ,� _ -YIREV - , PC Sto. l0 +77.49 = � � � � � � = � � 11�1�� ` -� �� � ��� -YIREV - POT Sta. l �'�`-� 0.00 C� ��� � �E� -,���fY� � ��., ,� .,� � � `�� � BERM V-DITCH � � �_� Y�`' h `L USE DETAIL '2' � � z� � �� �� � �� �' + 77.49 -Yl REV- ' � �`:'-� � - _,_r�__� � � �-� - � �� �'� �?+83.5 � � '-� `, , 15' RT. " r F �„ � � BM'*14 ���=� ,�� �-;_ �' �R�E FAhM ? _ , _C'�__ � F 29a97 � M i � �' E L E V A T I 0 N 2 I 61 e 7 9' ����a �� ,� ,�'�-; °.j � ��` �-- ��-- �,� -�<; �-� �- - 0 0 '' C A N 0 P Y � � t-�.� �-v ��,ro�,� ` C � -�,- ' _-- � p o �� F �� 0 � � � , SEE SHEET IC-3 � � +51.94 -L- "�, _ _-- �, ._ �. � � � - � o � '� '�-�`-� 104.12' LT. - - o ° �i.. '�, �� � � ��o a� z,. ��r,,�-�'�-�` ' + 00.00 -Yl f�V- �� - � +00.00 -L- ��- �c,� � �- - ,� � - I _--' ' EIP T.,�E F RM � '� �-, � _ _n�� ; `z-� 'v` � _ -' I7 __- ��� � � � 85.00' LT. � `�� �' � � � � � �� .�.s ��,-,� - - � 15' RT. � -� _ _ - �� � ;, �� � P��- � � �.+ i'� ��, � � � � � � rti�,s- � +22.60 -L- ,-' --- _ � '�9i;�,� 1� � � � i `� � i � � N 64 °25' 39" E �n.,��-�,,� �' �-�;-��' u��` � � "��� - �� �� � Y - 4 100.44' LT. _ - � �' �� _ - - ST R � + 21. 0 -Yl REV- � � � ` � . � ` � � ` "� � - _ ..,- _ - E 0 �" � '� � �� � �n- rr°-�s` r, -- - _ _ 26 67' .r� � � � � +98.91 -L- � �u_ _ N� P � � � � � - � � � ,� � �� �'- �- _ _ - - � � 30 RT. ,� / �. � 3� Gcft � - � +03.59 -L- +19.62 -L- ��x�- � � ,' � ��-, WAI_ �- '-BY2-47 � � � wE�� 94.77' LT. -- -�- ��;�n��-����� - ____- - JO NY FRADY � � �-' � ___---" ��O'��o' ,� __ � ��� , � i�l;� �HOUSE 98.62' LT. _-_95.96' LT. , __ -�,_;�-�_� � ;_-�;_ - ;s,- -_-.; ���_ ���_'_ _ ------ _--� N 5�°10'Zq3 ND WIFE. ; �� +43.88 -Y1REV �, _ � °�9 _ _ _--" - ---- _ - _ - - - - � -- _------- - -- �� ;� �. w BE�VE�tLY A. FRADY � 30' Rr. _ � � o, -- ,,- _ � �:a�� 8.26 i2' �i �l - � �_ ,�� ���_ �� - -- ----- -- - ���� - ������ `��_ DB 1060 PG ,460 �' r��F�; ; � ,1q„ W +00.00 L - N �, $ � \ N 16 48'18" yy �tJ,�--� �� r �, � N� , ; �J , � l�i' �R � WW �� ` N 3 � _6 ` ' � �, C�EN �r'�1ARr RD � 4�' � � + 6�.4p -L- � � L� 310�� 95.00' LT. �� -��-;, W` ' 2 EIP -�. , I28.28' � � -- ------ - - -- --- - -- _ � � "_� -� � �� � 5 � 53�� �� n ;-`� , ,� N 22°I8'15�, IP _ - - � �,� � 92.2b LT. �� �O , R �- �, � �� �-F�� ���s / /N �` �;`��r� �� �" � W � ;�" ww �� �'hW ELIZABETH BARNES GANTT �� � +21.21 -�- � � ; , _�_ _ , � � '",� �' � / / �' \�� BOBBY PHILUQS ��, +00.00 -L- � � ,-n, 94.13' LT. , � ' � , � � � E�I Q ,, , ���� �- � ,r� °i�T , � , w. E. FILE 04E-250 END EXPRESSWAY GUTTER_J� _ 9 -�� -�_�r �' B- / � DB 2065 PG 461 75.00' LT. _ � +02.42 -L- ��� -- W%L7 � 30,88' %� , ,-,-,, _ _ W ���- �- / \` - -� ,� DB 296 PG 256 TIE PROPOSED 2G1 INTO ?� � ' O JAMES R. JACKSON ��,�-�� ���� �,s' ° �, �sFo s; - , 4� -L- STA. 44 + 60.00 150 FULL LANE �� w M � E /� CHORD _ 74.14 LT. EXISTING 18 RCP -g�-g � �F S q�=A6'�� ELIZABETH SUE KELLER ��U � "% � � - �,s'�, , <<?� � =/ R � 0518 F _ _ F _ F� _ _ _ _ F _ _ _ - - - &ca -- � � q�--��T 6 P �, i.'� �- ZZp,�S' DB 1176 PG 242 . __�' �/ �'_ ��K ; � � � ���C� �? a Rp � % � � � � - > _� „ CSP F ���- F - - - - -F - - �rs-�na��7-w- _ T � ==i� � - q��'1�� �� � �_�, ;% ___--- - - � �$ F _ F T__ `--E-- _ �„ _ , � -L- PC Stoe 33f98.30,�� � ���� � 4� �� R :�, �-' ----- � --- -�- - �' ��� 050 ---�-���'�� �F�= _ �-�= - a�,�ww� ���,�w z�i� _� - -- ---- �� 05» �h �_ � - � � \ ,-� , - _ _. F - - - - - - _ - - -_ _ --- _ - ISFD � � -`�> � � � � � xisTwc Riw �2GI �3T � 31,04' «� � Cl` ROGER BRUCE WACHOB _�j `' - �"" �T '` � � � � - � ��'� �-�E � -�o�e' EiP&caP � _ - „ R�I�� „ _ _ - - 0 • � -L - POT Sto. 33 f�� = r P E J �,�-� �' , _ A��� - W.E. FILE 05E-524 ,-�" _/ -_ � l_ � � 0517 _ „ ___ - , ° „ � _�`^ � Q! � `s� � ' � ��I PTIC C� � � + ,� G „ B� GI ,, , , _ _- i � �' � � � � T 4��� � � � 30.24' `__� 0515 �� �B w7 Pc 52a ORVI- POT ����.�I0+04.� � ,-� " i � - ,_� �� � � � _ - - - 050 -�ii o5os _ - - - - _ - � � � r v� � � � i � - �- `l1� � � � - � � rJ 0 6 � - � _ � -�1 � DB 185 PG I71 � _- _ �= � _- s , � Ci� � F���C1 �E�TIc' i� +7 4 -� - � � � � � .3.��� E'�� Retain � ' �I � 7�- / � - � � TANI' a52� - - E�/� �, ^�+ ,r HTR / � �� � � , �� � __ _- cv � � � � 4 i _�.= P NAIL , r � � �7 �f�c r ` i ' - o _ - �� - -- � � ' '�, � �� , � � . � Y � , " v' � � -- - - ---- - - � - -------- - `� �- ��' � / G / BE� V-DITCH `�� ��� � - � � _ -- - - 1 �'�'����- ti. _���� _�e94'.�T- � - ��� I � � ��� � % � U�SEr'DETAIL '1' �(�jV �� _ ___ _ "r---1- -r � MT� � I��. � _ �,� rC-- -� / . i � E �1 ^I , I � -; - , � �\ �w�9� '_,Z � /TnNI: � `'_ � __''-_- SS�P� �,� 'o _ _�_� --- - - ''-,��-ti� ExisTiric'_R ,�� � F - �� ' E E � � ,' +97.93 -L- _ 4 �. � � � � � � iw � AR � � � / 6= _ _ / • / -_ � - ' • � -- - ----- � � ��'� �n �` �-,s�� �� / � � � �� -�� � El'�Q� ��' � �r � - - ��w E�P o520_ _ - - �� F _ � 3 ' UNIFO �'�� � F +so.00 -�- za.89 R-r. � �� � � 10( / ' �pl � � � : � / ` ' �� �'; ����, ��i' d'� / NC � -, �_ a � s-,� � - - - � ���. ;� �_; _.�_, �_, pp �, �� 35.00' RT. +96.28 -L- , � / ��� I� / � � ��� \ k � % � �,i ��W P ��- - -� ,_ R- _ -�- -�� ��- �� `-� � __ � � L �-RIP RAP = � TONS + � + 70.40 -L- �o`'` �'• 30.00' RT. � � - 00 - F �, _ / . � , - Y�� - -^ `E �� � � f � - �' � �`-� EOT�XTILE = 7 SY • -�� 30.00 RT. ��g� ti� �� , �- = � � ,�����__- � _ � � _�_ Q � �9. 3 oa,� � DO NOT � � � �- � � �_ o � � i % � _� � � ' , I_� . i �J J 'J- � _ �� y s �� /, �� �' � 05 �� , � ; �� �� �-� ti�-�;�,�� +��a�9 az DISTURB SIGN � , � �� TYP. � +�s.00 -�- /i ,� � - - � � -�- _ � � � � 5��' A�3� ELIZA�jTH ��� 50 00'�LT-L- � �� � � � � GUY +67J7 -L- 23.46' c' 80.00 RT. �" + 3 ��.�..�v -'-r 50.00' RT. � � �� ' BARNES G'�4NTT � �o ���%� �� � �j � � , �� � � � c�� � 9,a4� � � � +85.00 -�- W.E. FILE "04E=2 0 � � � ' " % t<� ��' � , + 68.01 -L- ,- � . � C ,� / y �� / � i ' � � `� � _ � + 50.00 -L- 50.00' RT. r��� �B 30o Pc 50� � � � - , �� ' � 4�, � - �-� � h-�-�. � ���' +2�.62 -�- REMOVE EXISTING so.00� RT. �, �, ��.� - �;- 55.00' RT. ' - � �► `_,- < `y � � _„ , �c� �,��r +50.00 -L- ��' +70.00 -L- � ,/�� � ��/� �, _ � -� %> `-- , ;���� - +oo.00 -�- , 50.00� RT. +oo.00 -�- GUARDRAIL -L PT Sto. 42+$1.,�8 +$�.ss -�- , ' � � � � 50.00 RT. 55.00 RT. � 8 � ��s _ ; � ,� '-� %' ��� � � �- ao.00� R-r. END SBG 50.00� R-r. � � ,� ao.00� Rr. ��', �'' �'"� �� � ��h " -� ,�Rochn 50.00� RT. -L- STA. 37+91.00 -L- PC Sto. 40+67.77 �' ' � - - � _ _ _ � � �, r � � ; R �' �Q % �a�. 03 , � �, �� � ,� , �. �, `� � � -L - PC Sto. 44 +7/.28 � � � � �" �_� F�r '-����� °� �� � o � �`� DO NOT DISTURB RANDA�� C:����ANIER ����' t���s' �'�' � � D NOT � �-' � � oga�G � ,� "5� `, , � -� '�,_� ��, �� �, ROCK WALL _ _ _ f L�A AND WIFE. � � � D STURB WELL CLEAN OUT THE OUTLET O , � 2� � q5 �i �.��'��- ,_�� _ , �,� ��. > , -_ ,,�_ ' L PT Sto. 37 27.62 5'�$�o96�Pc�322R z'� � oF ExisT.�s�� RCP 2 S� � � , 5 � � i ��� i, <� -� , CL B RIP RA 2 TONS a e`' ��� � �� �� Q�,�K �- � 4°_�, BEGIN $BG -�L- 34�-2fi.00 _- DB 654 PG 502 � JACKSON COUNTY �L� GEOTEXTILE=7 SY �� " ;; b� o ��' ; - � , � e,����, � > _',`�� , BEGIN WEATHERED _,__�-,-� , � ,_, �� �� � �_ � �B �5�9 Pc 235 � ,_ ,_ ,� ,�- � �-- \ ZlY�1-, (-1"1 t.-f v � 53, � ; �' '�;,/ ' �2 5 ; _.-,� ��,_ r-, �_ ��` STEEL GUARDRAIL -r,, °-" ,_,�_,-,.__, _ .,,-, - __,��-_ ,_,�-�,�L,���-,�-�� �-�� - � � � N �` � S ! 2 + 55.00 -L- _ _r -,�" � `�`' �`�� � ,-,,., ' � �-� N 28°56' `^ � _ /2 m M 3 `� � ` �-` � � N � 4 _ � ��� 3�" w °9 ii� � N UNITED STATES OF AMERICA � �� : � P� 3i � ' �- � � � �� �-, Y � _:� � _, k 0 00' RT. _ � �,�r'-�� _ T 343,58' �� , r `�_'� �y'�` r` '�' � � 8p, o �_`� 22, w N°' DB 546 PG 476 � S ��� 2 - - � �259.71' �- - -_ _ , _ _� -�-�-� ;���- � �`� � " -' - -DRV l - POT Sta. ll +0���`"`- r`=; � ',�� ='-�T �V� o � ���2 �� _ _�_ ���__ +40.00 -�- _DRVI- STA. 10 + 95.00 I �• � +�30 00 40_00' RT. 40.00' RT. � so.00� Rr. END CONSTRUCTION � � 5� � 45.00' RT. w k -DRV l- PC Sta. l0 +50.60 ti �_ � `o r' �,�vE� , c�. �F�,�,E +9s.so -�- -DRVI- PT Sta. 10+78.16 � � i ��� �'' 40.00' RT. ° � „ ° � �, ,;= T� � S 42 09 0/.3 E z �tl� END SBG +95.00 -L- a-L- STA. 32 + 00.00 �s.00' RT. \ -- -� � --- --� _ /, � - _i � DETAIL 1 BERM 'V' DITCH ( Not to Scale) � � � D �', RDWY � � Min. D= 1 Ft. b = 2 Ft. *Line with Class B FROM STA. 33 + 20 LT. TO STA. 35 + 00 LT EST. 36 TONS DETAIL 2 BERM 'V' DITCH ( Not to Scale) � � 1 � D �'� RDWY a � Min. D= 1 Ft. b = 2 Ft. *Line with Class B Ri FROM STA. 37+00 LT. TO STA. 38+50 LT EST. 30 TONS �2 N �� 39 p9, 32„F \ BDO = BERM DITCH OUTLET Note: All Driveway Radii Are 20' Unless Otherwise Noted SBG = SHOULDER BERM GUTTER Note: Tie all Driveways to the Right of Way Line. Follow the PROP. PAINT STRIPING "Pavement Design for Driveways" Memo Dated March 18, 2002 or SEE SHEETS 19 & 20 FOR -L- PROFILE as Directed by the Engineer SEE SHEET 26 FOR -Yl REV- PROFILE SEE SHEET 29 FOR -DRVI- PROFILE Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted N O w � t \ �. � I -� - L\� ��� Pl Sto 50 +73.07 Pl Sto 53 +75.69 Pl Sta 57 +94.02 � � � Pl Sto 46 +68.49 , , „ o , „ , , „ a� � �= 2° 49' 27.3" �RT l �-� 26 4/.l l RT J 0= 6 39 09.4 �RT � p= 56 24 55.1 l LT � `� �' D= 0° 42' S8.3" D= 0° 57' 17.7" D= 3° l6' 26.6" D= 9° 4/' S6.1" � L= l5/.29' L= 203.19' L= 58/.67' � L = 394.34' T= 197.2/' T= 75.65' T= l0/.7/' T= 3/6.86' E,P R= 8,000.00' R= 6,000.00' R= 1,750.00' R= 590.74' WILLIAM BARGER SE = NC SE = NC SE _.O4 SE _.OS � AND wiFE, RO = 84' RO = l68' o � RUTH V. BARGER � o,.`V�° DB 476 PG 71 ;j, �� ti� � �� � �o � N N 26°50'57" W `� Y 71,20' `�' OM oQ U� o� /5 J� 0 -Y2- -YIA- -YIREV - Pl Sto l2 +67.68 PI Sta l0 +66.42 Pl Sto l2 +94.00 p= 46° l0' S6.5" (RT ) 0= 29° 29' 45.6" l RT J p= 59° 39' 20.0" (RT l D= 28° 2l' 5/.3" D= ll4° 35' 29.6" D= 76° 23' 39.7" L= 162.82' L= 25.74' L= 78.09' T= 86.12' T= 13.16' T= 43.00' R= 202.00' R= 50.00' R= 75.00' SE = N/A SE _.02 RO = 24.62' � / �/ � � � � /� � / / / 'Y / / � / i � � 8�V � A' / � 1 z� -BY3-51 S'�S, �o -YIREV - PC Sto. l2+ .00 -y/q- POT Sta. 10+00.00 END CONSTRUCTION � i �� 2�O - o , „ -Y2- STA. 11 + 40.00 � % Y + 51.00 -Yl Ev- S 70 48 5807 w / �/ so.00� �T. BEGIN CONSTRUCTION USE MILLING DETAIL & � ,� � END PAVEMENT -L- STA. 48 + 43.79 i� � o +�s.00 - � - -YIA- STA. 10+15.00 ° � �� F T� - 22.00' RT. ' BEGIN GRADE w �^ , J� � 66 ° �' � , � � -Y1 A- STA. 10 + 2 0.00 � o -,�E �� + 16.00 -Yl A- � �� -� ' �� ��s � �= ,' 20.00' LT. � �� -�'l --�l�l�� lO+3t� 49 N E A R U R B A N I N V E S T M E N T S L L C � i � / �i c /�r,' -Y2- � � �, �/ � ��, � CUT V-DITCH H� R j �-�' �� 2 � i + 0,9 0 � �/� -Y2 - PT Sto. l3 +44 NC l07 6070 8600 NC l07 6270 8800 SR 1737 ( -Y2 -) I480 2200 /370 //0 2000 200 20/6 ADT 2035 ADT 48/0 NC l07 6800 SR 1735 ( -YIREV -J 220 400 2/0 /00 300 /00 20/6 ADT 2035 ADT ' � � ° DB I713 PG 388 14,97 z ,� USE DETAIL '71' � �' � �� ',' � ' � RETAIN a� Q w �TEKa,� v-�iTCH � �, �z`�� � ��_ o � ; �YIA PC Sto. 10+53.26 -� -Yz- � I r; � I ���� 2� A� �'� � �� +4 ,8 ��; � `� USE DETAIL '70' [' �� ��� : i� - � �� , ,' ISMT�B � __N� , 24,96' � _ _ � � _-��+ ;� = YlA PT Stoe 1�+79.00 I � � -Y2 - PC Sto. ll +8/.56 � ,��' � U� ��� % �� �-�' � / s �� CL B RIP RAP=2 TONS �� � �� JAMES E. DOOLEY ; �EOTExTi�E=� sY `� N 69°l8 /5.9 E A�� w�FE, / Q `,� ` � _� i ' � � ��, 'N � 74° 56' 2�Ool" � i- � � �, -I � ? � � , „ ' '- �� � BARBARA W. DOOLEY � O' /" '- � � � � �-� ,' � �i � � -B�-II - �s E�AI{a �,6�DE � � +- - -Y2- 1, �' 7' J �� �.�� ; �YIREV- POC Sto. �fE4.yJ'= -BY3- �, _ 40,60 + DB 338 PG 628 p �` Q +(�15,08' � -� �- �� �� � �� ���� l �� JfO. ��+��.�U , i � -YZ- ST� �� � �� I E� EI �& � EIP&CA 24,97� "- �� �� ' , � ,' � +55.00 -L- ----- � � � r� 0 00 -Y'2- = +00.00 -Y2- � � � � � , � �`� � � � ,- - -- � � +05.00 -�� ,� EXIST. RNV ` SPECIAL CUT DITCH BEGIN EXPRESSWAY GUTfER J J �� + 8 .00 -YIA- - - -fs5.06 LT. + 00.00 -L- � - - z �. � ( . ,�� ! �,�, ,___ +65.62 -L- / PROP ILW � ;� � I���� �M�, �� EXIST. R�W USE DETAIL '23' , 6070 NC l07 8600 PROJECT REFERENCE NO. SHEET NO. R -4753 6 fLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ����,,,�►�����,,,,, ��,,�� ��,►.,. ,,`���.`N CAR���.,��' ,,�����.��.CARp����, `����Q��ESSIp,y•;tiy•,� `���4�OFES$•��. tiq.��' - S E AL Q< = ' �•� SEAL �9�.� ' = 035683 = : � 032619 � = � =. :' � �C� �; :�c��'� - �,: : '- O''�•,NG� NE�, p� �'�T' �''••'l;� I NE�'�:' ��',`� ,,''������i � C ��0��,,,`` ,,,,,�5 v �� S►:P�e,,• ►���� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / • � � � 34.q0 LT. 108.00' LT. 64.00 LT_ __ � 50.00' �T. ' �' ,� EXIST. RNV T 50 =`r -L- STA. 55 + 00.00 EXPRESSWAY GUTTER � �� � �S ' �� ��' - EV -� P� �f0. I,3f29.OS SE� DETAILS � DITCH 60.00' LT��;' _ CORNER � '-� I �] ,� 2,5, ���� , � � ,� -L - POC Sto. 5/ +18.15 = 'S' �� o"' ����5 , � 4� �4• 3�a5�� w z +97.42 -L- � ,� +79.00 -L- z � 00� �-�� � -YZ- P�T StO. ��f00.�� SPECIAL CUT DITCH � REMOVE � � � � ��� ' - REPLACE W 50.00' LT. -` � ' PROP. RrW � / , , r � � � � � ' '� � �� � �-� �� �� W FUNNEL � „r' � � w � �� S 22� 2J�� 04..3�� E USE DETAIL 23' � `�' � %��� � CL B 4�� RAP-3 TONS -Y � 1� +15.00 -L- CL B RIP RAP=2 TONS EXISTING `" Q� � � � � � F �- Y:35�\ � L- DRAIN �_' +60.00 -L- r-` � +50.8 03 Ol �="-r � 1 EOTEXTILE =10 SY c / -I- -w ' '�� ,� � , � , A 50 UO''L '. PDE P � 50.00� LT. _ _ _ _ � 6.28' � � .6 � 50.00' LT. 300� U �F GEOTEXTILE = 7 SY �_ ��� "�- `� _� 63,14 GUAR��� � � ,_, : ,-� � ��,' b�0 �' � (f % � � �� � 60.00 LT. � �- � �1 � � ` �'P �' PpE `n w v� PD - E� p �� � -L-+37,02 +73.98 -L- TAPER +77.1¢ -L- " �� 45.65' , _ _ -;�-�' - -' � � � � / Q. = _ - _ � '-' R RD � Ol � � / ;z 30,43' 50.QC1' LT. _ �u�-` � � � ��/ � � Q � W , E �� _ - - � ------- ---_ I-� � `_� \ %� sa �� �, � 50.00'LT. - _ - - „�Y' F � ;�" � . �_ ' � � � r� � � _� =r' , ��s 63,00 � � � �o R���� � i � w C � Fsl p/� -, � Pi� AFi + °`' ' � �� + � 30,96' �_ �� � � Ma�N�aj , ��� �- � � ` - C � I GR{�U 35OEXISTING R/W � - I�' � � \�RI� � - - - / _ - - - - _ - _ _ _ � F � nF�\. � /,� ��- 30,2� - � '3 ��-� r C /Q �606 � � � � _ -� _ MTL _ � i'\ - EP i' nj F ' =t.�r _� -�: INC 41e77 �r� � -; � �� ,+, -BY ,i � _ - - - - - - - - - - - _ - - -- ��� - B 7-� _ TYPE _ �_�� `- -�__ � -� _ _ , � < � _ _ � ;�, �� q5,7�� �. �� ; , �,_� ,�' eo �' % , � �_ � t�'�► U EIP&CAP ��-t �J-i - � ) �. Oi � � � � - � - �� � ��- - - -' EXIS R/W �^ � i ' � � � ' � � � � � t�► -��� _ � � - - - - S 23° 5/' 45.3" E , o o ' �-- - -� _ _ ,� E�P��aP oboa F � � � /- �'�����" �iE, � -- Z NC �i?i 6�T o o�� _ F__0603 F __----- -�� i y ` �"�� � � E� i � �a�iN RETAI i EXISTING _ _ _ _ _ � „ _ , � � ����� ��- ���- � 0,36� BRIDG 3 . - _ __ - � ; � - - - 8 21' GI s, � - -- _ - - N o � +72 �4 - - - - - - - - - - - - -- ---- � o __ --- � c� - - - p ----- O O O � a EIP e - - � � _ 32,50" I ._ - - ��A1'� - - -A/I�_- - - - _ _ _ D- � � -�/p E 7 - - _PwI � -- - - - � 'E�aacaP - �W � ` F� J' a 2 i �j - x; x.�� F x� wc Riw � F �� , - EXETARV �\ � ' , _- - _ --��, �� R�,cl� -�-� _-- , -, - --- - _- - -- - - Mp�NSA�N - � , � E I I n E,� , :. �� I �, i�i i�� �, �� q � �RETA� N.� E T N t � F %> r,� '�1 [� I �- H W E � E � A - �'� 0 6.16 + 5 . 00 L- F` V - _ � �� E �� - - - - - -- -- - �, _ o o O _ � � E EMOVEE F � 3,�3� �`� , �;� �� � F�-t� E �� � � �� E ' � + 90.00 -L- _ , � ,-- _�H � , F . - - - - � , , J E EXISTING +95.00 -L- � , F � � ��� ,� -' � i � 32 8 RT �L� ` �,�;' � �� �, ��_� ���C�C� GA BF� r'-���___EI ` n w .. �, � �� - � P caP E�aacaP ,� � �-� a �' � 45.00' RT. CiVAR���� 40.00' RT. � � � � � �� �3� ����i�F '��� � � �a' Wi�1� - q� � � R . � , _ ., ,, U � � Q � . � \�'" , !` � cv� �91,47 - _� --- - F ( � �---- `'- � �,, °�r I G� �� � � �. ; L I�. - ' � - � - �-�_� � + 35.00 -L- �� \ , + 70.00 -L- o �' FI � ,� 00.0 -L� _ � � � -� ' � � Li�T� � ��SFBLIS � �,2, ° � - - -L- w , , � ' 55.00 RT. +10.00 -L- +65.6 -L- � � % 5 .00 . w ` � - NU�, -- +42a0 -- -�- ---- ' �_� � 40.00 RT. , � �� �� �' - �,� ; ,� � a � �� +00.00 -L- 50.00 -L- 14,22' + +63 23 , ��- , Q � � ' �`. > 50.00' RT. 33.29' I�T. � ``' a, ` �� � w � � � �` i � ���' � -r� � `S �� N�T ��� �' a Z �-\_ / . ' i;R 14,22' Oo91' �� � `` Q , ' -�-�� � ��`��'� � REMOVE ` � � �;o o � ��.�;' �� > � -�� 35.00� Rr. -- c,�� , � �, , ,� �z:,,� -L- PT Sta. 48+65.62 80.00�_�_��_-' � `.`-' �- s�_ DIST. UST/ _ ,- � � �� o.00 _ _ ----------- --- , � 6_r � +77.16 -1 +00.00 -L- , ' � EX�$T�NCi `s�. +,77.2���L- % , 32.00' RT. � � �� ' +4 .00 -L- 5 .00' R . �' ' C�►N�PY � i 30.-60' RT. 30.00' RT. � ~ Q ,' �' ' S5. "RT. -L- POC Sta. 45+72.03= USE MILLING DETAIL & � I I �-GUARDRAIL � :,FGI - ExisT. w�"!.�- ;' , -,,, r_ ___--- � +so.00 -�- , -� __ � �,';, � �' �' ;' ���� � BEGIN PAVEMENT �, � +oo.00 -�- +40.00 -�- ' o�o� � �, � , �� ao.00 RT. ____ _,- � _ - -Y/�-�-� --�0� �a� l3 +68:� � � � � � ' � -L � PRC Sta. .�4 +77.16 ' ` o ' � 40.00' RT. 3 �a ' � : � �� c �' o ; , 4� � � ,_, � -L- STA. 49 + 79.16 ` � � m � ��-�-, 35.00� Rr. �,,, L �,� � �,� �� � ' ti � , �s> ��r ti, �_ ���ao �-DO NO'F �1��TURB HTe -���+�2.00 -�- � �� ' ���`' � ; �� �' +9�.a2 -�- ��rr �'����_'-�- � � , � , � ; � � � DO NOT DISTURB %� � � � � �Arar� B #3 `�� � � _, ExisT. r�nr ,� �-\ �E �'w - � � � � 2SF & B�L'rC Bl��� HTR _ � so.00� Rr. z�� , � EL VATI N 213JOo19' � 32.08' RT. 4J�, � EiP � \�a /.- �% � GARAGE � � �� � 1 � � � ; P� �j� � ,�� HTF � DO OT � � �o.00� Rr. ,�°'�,� �� SEE S EET�IC-3 `,� � ��•�Nr � �,/ , -- ��-,� / �� ;, ,� � -f^ �' �rg`��-�2 �'�' � _ � _ 3nd \�� o� P� '� +61.00 -L- �� ��, !� 50.00' RT. ���t � � PVE + 14.00 -L- j 83.00' RT. �� � + 62.00 -L 96.00' RT. END RE INING WALL #2 -L- ST . 57 + 05.00 ', `� -� V � � HT�I -� �_� � � - �, �, �.� ��. '` y_ � � ��� ��� • DISTURB WELL `�_� � � / � , - ----� �1 �_,� za ,,, � � �;.'? � ��, �,��- � ,_, g�� BEGIN RETAINING WALL #3 % � w I �acKsoN couNTY � \ -L- P St 49;�,97.42 �� ��a'� �' �� ''" �a5'���� HT� ��=�' -L- PC Sta;�52�73.98 �� �5�. w _ _ �; , q3 � . a5" L STA 58 + 00 00 i ,�, �o \ S �/ /� PRNa A6 -�0 \ ��,�. / , _ j °2 Q rn i � \ i �r'_', � � S ;� ' �� � �;_ , DB 850 PG 347 � `"�`� �''� � `�-' BEGIN RETAI W�LL #2 ' � � ,� i „ i � � , T C�,i � I I `�_ ��� � � � }�, � � ; � � � � `� /� � - , -� � -L- STA. 77.16 �: � � �o -�,\ , � i /�� ' � � __ �° � � BST � -� � , � / ,��° ' i i � ;�° � J�°. , � i � TUCKURANG LLC �� � � � � � � HTR ��"� � � C r, ' � � � � CFGS. INC. I - ��T � DB 1683 PG 541 DB 1683 PG 533 2\� 53� j �/ � � �' � AO°\3' 45" w �/ � � �8 � 4' CONC. ISLAND ,% ��� , � � TUCKURANG LLC ��� �,� BEGIN��ISLAND -L- STA. 51 +52.00 �9•5�' , �� DB 1683 PG 533 ���F° � END ISLAND -L- STA. 52 +30.00 N Qo°���q5" w � 53, `,�✓� � 3`' ` W � %���� �' -L - PT Sta. 5/+48.72 N Q3°�6' A�" \ ,�, � R�W TO BE ACQUIRED BY �/ j� PERMANENT EASEMENT. �q2,A 23�� w 2 � � N q3 ��' ,�so 9s , �'�S t � �� 23„ w � �9�6 ���. 8g� ��„ F � 0 � � � °_ � � � N A5 � N �'2 25 p't �� � � � P O N P 0 O� P � � 8a Q� N q3a\� q�„ 52 3� 3� ° AD° AA. �1 �2 22 2 22 N N 5 A'� A5 D ETAI L 70 LATERAL 'V' DITCH ( Not to Scale) Natural � � Fill Ground ?.� D �,•.� 1'%Ft. Slope Min. D= 1 Ft. b = 2 Ft. DETAIL 71 CUT DITCH ( Not to Scale) Front a� Ditch Natural � p'.� ,�g< Slope Ground 2•� p F\a� Min. D= 1 Ft. ' ' FROM -Yl REV- STA. 13 + 00 RT. TO -Yl REV- STA. 13 + 34 RT FROM -Yl REV- STA. 12 + 50 RT. TO -Yl REV- STA. 12 + 75 RT. DDE=2 CY Note: All Driveway Radii are 20' Unless Otherwise Noted Note: Tie all Driveways to the Right of Way Line. Follow the "Pavement Design for Driveways" Memo Dated March 18, 2002 or as Directed by the Engineer Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted DETAIL 72 LATERAL BASE DITCH ( Not to Scale) Natural � Ground �.� p .L•1 1'iFt. Fill Slope � o � Min. D= 1 Ft. � u'� B= 3 Ft. b = 3 Ft. FROM -L- STA. 46 + 50 TO STA. 48 + 25 LT. DDE=37 CY DETAIL 23 SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � p'1 e< Slope Ground �S.� D �\o'� Min. D= 1 Ft. FROM -L- STA. 52 + 00 LT. TO -L- STA. 54 + 00 LT. FROM -Y2- STA. 10 + 75 RT. TO -L- STA. 11 + 00 RT. PROP. CONC. ISLAND PROP. PAINT STRIPING SEE SHEET 20 FOR -L- PROFILE SEE SHEET 26 FOR -Yl REV- &-Y2- PROFILE SEE SHEET 28 FOR -YIA- PROFILE CFF CHFFTC W_1 THRII W_R FC�R RFT�ININC' N Z � N i W � � � r , , � ' ' ` � � � � , �� � � , � � � '�� � � ' ' � ?U , � '� � , � � �� ' �� � ' � ' � ' , ; � ', , � , -�-. � , � � ,� �� � , � � � , � , , , ��� ' � ' � �-�, , �� , , t. � �� �� � � � � � , `� ' � � ��� �� �, ; , ; , �, „� � ; , � �� � � �'� ' � - r� � ' �' ,� , � � �, , � - � ,�' � ' � � , ,'.` �� LLOYD G. PHILLIPS AND WIFE. JUANITA J. PHILLIPS DB 364 PG 461 DB I100 PG 533 REMOVE EXISTING GUARDRAIL -BL-16 Pl Sto 75 +70.42 Pl Sto 79 f 11.09 Pl Sta 82 +94.76 Pl Sta 90 +10.62 0= 25° 32' 23.4" (RT l 0= 48' 36' 23.4" �RT J p= 2/° 26' 46.0" �RT ) p= l28° 46' 3/.l" f LT l D= 9° 32' 57.5" D= l5° l6' 43.9" D= l0° 25' 02.7" D= 22° 55' 05.9" L= 267.45' L= 3/8.13' L= 205.87' L= 56/.89' T= 135.99' T= 169.34' T= 104.15' T= 52/.50' R= 600.00' � R= 375.00' �35mphl R= 550.00' �r R= 250.00' 130mphl SE = 08 SE _.08 SE = 08 SE = 08 RO = l68' RO = l68' RO = l68' RO = l68' �r Design E ception Required for Horizontal Curve Radius MALCOM M. HOOPER. �R. AND WIFE. � _ MICHELLE C. HOOPER �+ ��', DB 1445 PG 40 6� N s� \ z \ � S 3\05\ 55„ ��a°Aa S ?�� BEGIN EXPRESSWAY G / �� 9s.sq'� —L— STA. 81 + 00.00 D ETAI L 45 STANDARD BASE DITCH ( Not to Scale) Min. D = 3.5 Ft. Max. d = 1.5 Ft. B = 3.5 Ft. of Liner= Class I Rip—Rap STA. 82+50 RT. (Pipe Outlet) 20 TON CLASS I RIP-RAP 39 SY GEOTEXTILE 15 CU. YD. DDE KENNETH R. OUEEN AND WIFE, PATRICIA A. OUEEN STA. 84+80 RT. (Pipe Outlet) 5 TON CLASS B RIP-RAP 14 SY GEOTEXTILE 5 CU. YD. DDE Note: All Driveway Radii are 20' Unless Otherwise Noted Note: Tie all Driveways to the Right of Way Line. Follow the "Pavement Design for Driveways" Memo Dated as Directed by the Engineer Note: All Proaosed Guardrail to Use Weathered \ � �� _ ,,, `�: �� ���, March 18, 2002 or SBG = SHOULDER BERM GUTTER Steel Unless Otherwise Noted SEE SHEET 21 FOR -L- PROFILE SEE SHEETS W-1 THRU W-8 FOR RETAINING WALL PLANS S 51°I5'll" W 274,84' KENNETH R. QUEEN AND WIFE, PATRICIA A. QUEEN DB 604 PG 459 PROJECT REFERENCE NO. R —4753 WW SHEET NO. ROADWAY DESIGN ENGINEER `������ � � � � �„�� ��.� ,��, C A R0� �''�. ;�`��o��� ESS ip,�• �'Ly'-; = 'e SEAL� - ; : 035683 ; '�. O,q'�,NGI NEEF.•' p ��` ,,����'��� �����;���,`,`. SHEET NO. 8 HYDRAULICS ENGINEER ,,,��o��N � C A R p� �,�� �' �.' FESS���'y9���'. � �•��o SEAL �9! • ' � ' 032619 � = ���: :�,: . . •,�y�, ; Fti� � NE�� ;��,�,�� .,C9�''•••... • 't�Q �. .,��5 IR"SNP,��. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EIP 287,07' � � _ 4 ,��� ;_�— r, � j , ,�� T- � � ,'` ,�^� ;, isFo o �^� 29 ��-� � , � , KATHERINE BAf���-,�, ��-�,-, , ET. ALS / DB 1861 PG 135 + 92.00 (34' LT) )°04'S8" E ', 208J9' 208,19' v,,�L N 50°04'58" E '- CLEAN OUT DITCH AND �"' -GRADE TO DRAIN TO ��� MATCH PIPE INLET INV. �� � - ��-��-_ � � ,— _ �-, WILFI�EDb'��ANO�'�`�� _ � AMAMIRTHA RAMIREZ DB 2087 PG 325 END PAVEMENT END GUTTER ,� STA 84 + 60.00 37' LT) � L + 00.00 -L- ♦ �� o� �� �� S � �� ,s� o� � � � �, �� � , =,Wr i _ _-�-�''� _, r� / �-,� � ; , � � ��-,� ��:��' � ,� � + 30.00 -L- ��� �' S5.00' RT. ��,_ � ��-� � � �.� ,_ r�-,, �-= '` ,- -_�� , ,� 4 r-. � - -� ,' - �����r,� ,,_ _ � � JOHN M. CLARK +60.-�� f" AND WIFE, 50.�0' RT. l`'"r JENNIFER B. CLARK,,.`� _ DB 1178 PG 492 � + 08.00 -L- REMOVE EXISTIN�' So.00' RT. GUARDRAIL ,��' _R� _IQ �-�� ��^� � - 'v - ^ BM#5 ELEVATION 2144,97' SEE SHEET IC-3 DO NOT DISTURB EXIST. MONUMENT OR WALL + 09.00 -L- 108.00' RT. 132.00' RT. END CONSTRUCTION -Y2A- STA 12 + 10.00 + 65.00 -L- 145.00' RT. . � �� ; �J ;�� � , �, ,_�-�j "J y`�' ' � ��� r`c' j;' �� � ��� •. �� � ���� �; ♦�i • �� � �1��1� � . �� ���1��� •' 1��1�� • 1��1��• i -L - NC l07 48/0 6800 20/6 ADT 2035 ADT 720 320 900 500 44/0 -L 6400 NC l07 PROJECT REFERENCE NO. SHEET NO. �S��r � R -4753 9 -�� ' WW SHEET NO. �-��� � ��_r'`�-_�'��_,�-�,s ROADWAY DESIGN HYDRAULICS `� ��,� - -r �,_, , �,� ENGINEER ENGINEER ��' _ i-�_. � ``����niin��v�,. ,����u�n►rr�� �, -1 ���. `.�� C AR p�' �.�. .�`���N �A R�� i'�• �'_, , ;����Q��ESSIp',y�'Ly•, ������.oFEss'�o. ti9�,,,. _ q�' � ' tiy : . �-,'-�`�� �"�; 1-� _ S E A L = = ���� SEAL � = -� - � ��; �� � : 035683 ; : � . 032 619 = . � �;�� Pl Sta 90+10.62 Pl Sto 93+72.66 Pl Sto 96+64.39 ^��v , c ;, o'•Ftic, NE�� : o,; =.;��' FtiG � NE`��,Q��`',• p = l28° 46' 3/.l" l LT ) � = 3/° 02' 00.1" (LT 1 0 = 24° 23' 40.1° (RT ) _,� � ; `l;�Js ��� '-. 4�� • ... • •• oc, �,,. •,,� ys •••.......••P� �� D= 22° 55' 05.9" D= l2° 43' S6.6" D= 7° 09' 43.1° ��' �,,,'� ��. �c�-�,,.� •,,''�R �� sN ��.• ,������►,, L= 56/.89' L= 243J4' L= 340.61' ` T = l 0' T = 124.94' T = 172.93' � �� � � � � 52 .J� Q DOCUMENT NOT CONSIDERED FINAL �r R= 250.00' 130m hl R= 450.00' R= 800.00' �` ��'� p SE _.O% �� �`��� UNLESS ALL SIGNATURES COMPLETED SE = 08 SE _ °08 2�� _ 0 RO = l68' RO = l68' RO = l47' /� i� �'� �� �� 090� i � -Y2A- �' � / ��� � � �-'�� ,,, ;, ; ;�'r Pl Sta ll +15.01 Pl Sto 11+7/.65 , �O , � � r� ��'�',�, p= 96 ll 58.0 (RT � p_ 25 54 57.3 �RT J O) `-�, 89 I,�� i_,' � �; '�� D= l90° 59' 09.4" D- 33° ll' S3.P' �-� L = 50.37' L = 78.06' ' N �� �' � � + � 0.00 -L- � _, � = �o q.00� �T. T= 33.44' T_ 39.7/' ' R= 30.00' R- 172e59' s 33�56-13" E �r�, � � � IN � WILFREDO AND � ���� I AMAMIRTHA RAMIR,€-� 4 18�97� � � �-� � �� ' DB 2087 PG 325r �' ��� � i �� ` -Y3 - -ORV 2 - N � , �-�� � 1 ���� �> I �" ���, � Pl Sta l3 +2/.27 Pl Sta l0 +43.03 r_ ' � � '� J '� 'J� � `-i, ,,� p = 20° l5' S7.1° �RT l p = 85° 55' 02.6" lLT ) � �, �'� '� ��z'� -� -�„, �- J D= l2° l4' 33.7" D= 286° 28' 44.0° 1 O�, , ', � 15.00 -L- � � �' � . �' i - , L= 165.53 L= 29.99 �� �, � , ��, , � 90.00� �T. -L - P�e'� StQ. 8��+07.07= ,� �� ,� � ��� T= 83.64' T= 18062' ` � '� �� � �'-� -Y2A-� POT Sto. �� +OOlflO � � �, ��' ; � � � '��' ��� % KATHERINE BARRY, ET. ���LS, �, � R= 4GS.00� R= ZO.00� HERREN PROPERTIES. INC. I �� I�F� ���� l i r ����, '�, '� .�, +zo.00 -�-,� ���� ���� � E'P °B 's6� Pc �35 , ' ', I � �rDesign Exception Requlred For Horizontol Curve Rodius oB �z�z Pc �93 3� ; ��-� � �� � ' � � � ` �� , �-�r �o$.00� �T.,` � -�_,��"�s�SA°��� -'��� - � -L- POC Sto 97+95.42= J�� � � GR ' ��,-,� �, ��� �46 °5, -�� � �Z 8'2 , W /I' �r���_ �-� � � END EXPRESSWAY GUTTER f -�' -'� �,-�', rr`l �' � �c/ ' \ �Q <<'�� � 9 g9, � ���r , , �oo ' �,� 8,88'.� ,�' , � �� `� o o � o � -DRV2- POT Sto. ��f0�.�� _, �` _,,3 __-_- � ��. ,� �� � '.j� � � � � , -L- STA. 98+03.00 _ 54 q�,38,� � -------- "�� ������-. °� `=� �; �_ �� � �� I <�- N� � � S 5/ 08' S4.0" W � -L - PT Sta. 98 +32.07 � � � �� � �� � ` ;� "' � � � ` �� `� R�W TO BE ACQUIRED BY `� E�P ,� � '� �"� ��, -,-� 7_ A s „_,_' j -L- POC Sto 96+73 50= � � � �,-,�, � �r' � � v s � � z , . � 1 � � -� � � � �- '' .�� � � � � �� � ���-� r � �. - � �-�-�' �� �� � F, � �, PERMANENT EASEMENT. z END GRAD�'.., �:; •� �� ���� �`=� 090 �; � �� 'S' ; _,,-- _ �+ �� o`-�r-�_, , �� -'_,�� �`-��' �� ''=: BM#6 -Y3- POT Sta. 10+00.00 � �. � -Y2A- �S�A ���1 +40.00 ��_ a3 , ��1 o9z _ � ��� =�' � »3.00� � `���, o ��,;� � ,�F� ,, E�EVATioN 2i36a72' REMOVE EXIST. S 36° l3' 35.7" E �, �' � �_ ` � �� � STEEL�B � � ��'' - -L- PRC Sto. 94+9/.46 sEE sHEET ic-3 � ��`� � a � � ��� EAM , � ,�,� �-�� �� � �, `�'TR t,��� �� �� +so. o -�- GUARDRAIL � W �'� � �_ � ,� � � � �s: � � � � � � + 32.07 -L- � � �� ,� � � � GUA �_� RAIL W%1; � ,1__ � _ � �� � T� n � % �� ��,��,-,.� _�� EXTEND EXPR WAY GUTTE'� �� +78.00 -L- 50.00' LT. � � �� - � - � .� (,� � J- ` � 'NIALC� ��0'NNEL� � �-' � � _ 50.00 LT. _ s. � �� � � ° _� ,��-�., ,�, � TES 2, �A�k �I�VV i ��� _�,��vQ �wiFE. �� ��i� .�.� o, ; r, � �� ro sra. 98+00 \ -8�-22 � � � -� � , .-�- �� � -Y2A- PCC Sta. ll-��L1.94 r'� �-� � �' ��� � �� a,�� � ��u���=�n�.�e�n�t,�:��-��a� ,� ; � ��„ � +�s. o -�- -BYq- ��-=r.� ��_ �� � _ sn/7_- 090 a I - ,_._ \ ,- . - ,„ v � -- �. c'� ` �° DB 1693 PG 72 ���; �� > F 50.0 ' LT. -�- � - ���� s �o _ � o. � � �� � EXTEND EXPRESSWAY GUTTER �_,_�- ' � � � -- T . 9 00 �, :_r � _ � � _ 9,53' _ � �-r p �C k � � � F � +91.46 -L- �, �� � ,_� 090 , % ��'� +17.00 -L- �� �� � Cs� +08,28 � ��� NIALL A. CONN��i, �". ` w 50.00' LT. � �'-�'� �� --'-' �-_�' -'- � � -- _ R �'`�'%�S 24" RCP-IV t�_�9 �. 9,i8� � � _ -L- FT� ��'o. ��Z+47.72 3� � � c - � 145.00' RT. 9; � � � � � � � ., � +51.01 -L- AND�1(.IFE; o, o, /` ^-' � � 0916 _ / _ JB w a i � � JOHN M. CLARK ���-„� ,;. ���' � Q � s 50.00'LT. , � DBL-IE69 p��6pg�� �� +47.72 -L- MALCOM�M. HOOPER,JR. -��' �� CP-IV � ��r-: �� ,, ,._ , - ��-,_,� �,�_:����� �I_��_����� Nw Exisruvc � '_ �`� �, ; � �� i o905 � �� � - � AND WIFE. -, - � �._ � . � � � � 50.00 LT. L, 15 R C� �` _ _ _ � 2 � - - - - - - - , � � , � � � A�� � ! , ND W E, . E� 20 � ' �5" Rc�=iv o9� � F��, �-__ _� „ � JENNIFER B. CLARK 2� �;� ; ��-� �_� � 090 2Gj � 25,44� �� z MICHELLE C. HOOPER � °,� O9 �`� "� „ - p92 6' P$ DB 1178 PG 492 � _� _� `�_, ;_ �h � _- 28 E�P DB 1445 PG 40 � 0914 = �- � � �_ _ -�2Q- PC Sf�. �� +B�.J�7 �'��,-, � � � � � `` _ �� ,� � , ,_` ��� �F2G1 R 30 4 �� � � o �� � 226 31 F � -� G� 2�' - � ����$ � N�� 10- �0' b5T �� coN�V - _ _ V N 65° 30' S4.9" W ``�� � ' - _ _ - - _ � �, �- E� _ � .�.� ;' � ' -� , ° � --�"► M � � � �+ -� � , , � �, � ;2�,^ �'-� - 0911 � � o" + 0.53 �q13 � � � � �� � 0 02 p2 GI nCK �C,�NC HW Q; � �R�, ,_, � `s� � -� ; ; �� �, � - - �� � - � � <�� � � � _ , _ � � � _ - 'BL-2� � ��� ti' _r,� C�, � > _ '-�� s �, m 31, R _ � � - � Ol � � i�R _ - � �J � o � �cr' - _ ` - ��J_�, �' 09» �r'� _ °�2 �� _ _ - - � , oo � �, GRAU 3�0 _ _ \ oti - -- - 0909 _ _ 6� S + 87.00 -L- � ' - , �. � _ -_ - - _ - - 9 � - � - - _ _� _ � _� � � r ��__: , _ , - � � q�, 0 .E - - , � �✓ P .�� -�_ � � ,.- , ��e ?� �-��� �, ,-- �� - �- 2 --t' ������cr �� � ' _, ''F �� , 02 °1 � �, R o ' E O 95.00' RT. +37.00 -L- , ,.� � � ��,�r K � � � � i � � ' 50.00' RT. � - - � - - � - Sp@C. _ � ' - _ „ � � N e � ; �� . +ao.00 -�- �� o M����� � ���.,� SpeC� I g-7f7��'� ��� � c ''� � N REMOVE EXISTING � � - - - � - � � B-77 � coNc �;� `-D '�+�+ -�, GUARDRAIL 50.00' RT. � � � \ 090 �` -�- � � _ - �-,� - _ � _ � I I Mo ,rr +80.00 -�- � m ` o "� �� � � ^ G - - � - - 09�0 ^ , L o'� o F - ' - - _ - - � - M ,N1 AwE� N �i`� P� 19 50 R _r FXS� _ , ,� I W � �� `; 50.00' RT. � `Z '��-, '�' 4,� \a + 00.00 -L- _ 0 �O _ N, i i O � - -- `P P 56.00' RT. ^ 2 � / -- - - _ � P.� � ��� I � � -Y - C• � � - r' O� � F � 1 i 1 + 1,5 - - _ ° g�� N _ � +95.19 -L- � � = m � +75,75 +30.81 -L- P - _ _ _ � �_., � E �� F 1 I21,2 ' � � � - �r' / v - � � � � 40,47' 50.00' RT. • ` n� _ � 50.00' RT. E '�� r �" + 91.46 -L- � f� z � + 60.00 -L- � E � � '-' 50.00 RT. , +51.01 -L- +91.00 -L- � -� � � s �`_, ,� � . O �- � +3 ,22 � �., � C � ,� S E '" ' `� - _ I . 75.00' RT. � � ,- �� � �,� �� � - , � CL B RIP RAP=2 TON ���� , 50.00 RT. X v� ` JOHN M. CLARK 50.00' RT. 50.00' RT. GEOTEXTJ�E=7 S�C f-� �-' '`-`' ��`-"� w N'� I 84.00' RT. � � � �_ , � ,- � �� �� � � - �� � � 105,16 Pipe Outlet Channel � � �- bO.OQ'-R�. _ _ � `�, � , '- `_�_ �`_, � �� -- � - w � � � DB 541 PG 525 � �. � � "-� � � �BG JOHN M. CLARK � � _ � � z.�� - - l`,- -_ _�_� -' _,-^�-, ,_ �, - - _ ' `-- - J-_� ;� _ _�_�_r-- _,� _--_,_;- �;_,_- -"' '- 7$�00'RT. _ � �� DB 541 PG 525 �1' Q Use Detail '47' `� +a�.�2 -�- END RET I N 37 51��4° w `�-r� -- =-`�'-'��-,.�ti�� �J-� �; �-� �: ,�-��� �-� � �- � -- � �- +08.O�S -L- +00.00 -L- � , -B�-2i ALL #5 �' '- �� Jv �'�-� � 1 5 0. 0 0 R T. � w � � � � + 32.07 -L- � � --� ��� ��- _��� � f-w � -J 50.00' RT. 60.00� Rr. � -- TA. 95 + 75.�� � � V� � o� - L- P T S t o. 9 0+ 5/. 0� 5 9. 0 0' R T. � ' E N D $BG I I � 50.00' RT. 2 0 �•8 2 �� 69.00' RT. � 96,14' -� q�35'13" W � I z 82.00' RT. S 3g„ � N JOHN M. CLARK n, 22 9,8j� �,� �7�.5�� � N 43�39-�3° w N REMOVE EXISTING END CONSTRUCTION 4031,51 w 80- � w DB 854 PG 747 32 �9 43" � N 43�39�13 � BY5-54 GUARDRAIL DB 744 PG 289 -Y3- STA 1 . � - -Y3= �� �; � -� I� w N 39°18'38" W z 264J9' � o - + ' -� N q4°o5�i3° w � o� � � 1'� �_ I+oo,s9 �, fi�f�� 6QNSTRUCTION 170.65' -� � JOHN M. C ARK �25 SUPER INC. � ,_qo,7o� �� � �� �� Q � ;�ti �-�-,-r , �r� '-, � �40,34' corvc �-'� ��.V�� ��iQ�_ �� -� �%.�0 ru� r,,����,FE ���vE�� BEGIN RETAINING WALL #,a � � ���� � �B s54 Pc 7a7 :� , _,-�„ � , :-�- ,-�-� � �oN� MON r � � �- r - -L- STA. 92 + 10.00 ���� �` �� E�P z �-,_ � os 744 Pc a9 �� � �-, �. ��-- r,� �� � :,_;�-�"_�� � ��', �� �,� _ �' ��� MON � I �-�R�'�-`_ POT ,,., t� , ���35.00 ,, � ��' � - ,��- '� ��--- BEGIN SBG ��- � `� � Ex`s ,� � t� - � � coNc - �-� ���� +q�,�7 � � � � _ __ ��'v-�,� - -��- � � ` - '�, _,�- -,- --j -,- ,�,�� Y 3 - I -ORV 2 - PT � to. l0 �'�.�kh-� � � � � � � 1. �^ , � v L � 11N R �v� � �t �� � r � � r����`' =.'�-' M O N � T . , �'`�,�� ���� � �, . �, �� ,�� � �� 86063 � � � ���;� ExisnNc R�w - - �_ � -� � ��,�- ' ��, , y '//� `� --�� - �� � ��,'�-�, �.� - � - - , _ - - � ��" � �� - �� �-" � _- � -Y3 - � M N� � i -D V2 % P Sto. l0�+24 4�� +�2.0�"-�- J� 1 Y� � � - SI Oe '` � O I I /r N`� �� I'1�.� �-1 i-- � � _ - \ .��`���� � _ _ _ _� _ � � � � LJ�^h�"r't, `( �. n i � U J O ' I n/ � �� ` � /r � _ / � � � �`� --�� --�/�f �'� � �-�i �� �r-� C�,°��r' � �� tir� - �- Ry �i � � � 2 � 9 � / � � � � � ' - � � �"� V� � ��r ���� ^ ,� � �' I � � - �IKE ��M� � � � � v � �C � �/iT� � s �� � � � ��'�" � r �Z,-r � � ��'` "� �.. - �-, � � � \ � _ i � L i � � � � � �' L= �'!�, �_r�� � Lr ��� �r-rl-� '��'' ���-'�U-�� -�`" � � � I I � - C �,,� I � R i �-�'�. � � � � /� ' � � 13' B=T � - � _ � - � ��� � � � ����" �r 1 ,- �_r-i_i r_�r-�`-aJ�-LI"��""��"�,-�,_�J.r� r��kJ" �� � -v�� ��r � ��`�,r � � � � ��'r � ��� � ^ �_ �� __ `, �� � � R� � � CONC S?INGR �r� � �� � ��II� � �. �� ��, � -- � �_, r MON EXl � � � - �--� �`_�� - G � i j � _ - _ � _ _ 7 n � � i � i , I� � � ' i i �C �� � - � i I � � � � � i , �� r � � , � � �.�.� � � � t� � � � � � ' ' � � x �� �' , , � � r� � I� � ��i � � � ' ' �� � X � � ��� `` � � � � ' � � ? �� �, � � �, � , � � , �� � � � =� �� � ; ? ��' -� � , i � i j I `� �J � � � �' <� ; ; �� � X � � `u' \ V �`-'' , � ' �� _ �, � �� Ex�s��N ; r, �w _,_, + Y3� \ � � �,�-��'�'��' � REMOVE EXIST. � � � - 7 8. 3 4 ��r. ,-r��-� � � /� � �� ,�r�, �� � � � ��� �„ � �� GUARDRAIL C�1, '����� � � �- CONC '� � �� v r`� CONC t, r '� � z� ' MON S�J � �� MON .� _ "�'�� ��� � ° � � �� � -Y3- ,�, � '�„-, �,o � �� `�s � � � +I 06 � QA � '�,� ti� N M, CLQRK �''-Y3- �� �� ,-;�� ��- 86,14' o `�_ �� �° � -�,� ��N q PG 747 +76,23 ,p � � � �� j � �� �� �� i_�' pg 85 � 44,09' � ( � � � r?, DB 744 PG 289 �i'3, � � '� �� coNc � � �,� �� -BY4-52 = � ��� `�'�,, �, �,- T , �� r � -� ,S'f � MON �r � -BY5- \ O. � � �� � ��, �'� ��4f�3� ��� � -BY6- ``,_� �,_,-� �, ; -y � � 3 M �rv� � '��� � / , , �X �ti � � � � �'�?, � �, � - � -Y3- �� �, � , , STA. 98+46 RT. (Pipe Outlet) _ � -�� � � � +75,05 , ; __ _, � ; ; 5 TON CLASS B RIP RAP � � ��, ,,, � � � � z 50,45' � 1 � � -- ; � � 14 SY GEOTEXTILE � - � ��� �„-� � � �,',, � � � � � �� � ' - - - - - �� � � � � ; X 5 CU. YD. DDE _� � ��� ��,_ i _',��, s ; � =� � C';� ) 1 = � I % / , \ I' � /`-�- j ,_____ �� ���� Note: All Driveway Radii are 20' Unless Otherwise Noted� TES = Terminal End Sections ,� � �� -- ❑ � ; � � - - ��� .- , ��- -' �--_ --, ;��� ;' ' x'� Note: Tie all Driveways to the Right of Way Line. Follow the SEE SHEETS 21 & 22 FOR L PROFILE �� ��� ��j �� i�;� �>��� "Pavement Desi n for Drivewa s" Memo Dated March 18 2002 or SEE SHEET 27 FOR -Y2A- PROFILE � �� � �, � -� � - - g y ' SEE SHEET 27 FOR -Y3- PROFILE � �` ''�' ' as Directed by the Engineer j =�=.�:�� `�� � ' � � � SEE SHEET 29 FOR -DRV2- PROFILE ' -.- ,- I� _ ` � `�' . z��' � ;�/ 1- Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted SEE SHEETS W-1 THRU W-8 FOR RETAINING WALL PLANS � z 0 > W � �- _� � .�� ����r� 4� �� _�� � ``�'—G . MA��pM M. H�OP QN� WIFE, ER' ,IR, MICHE� � OB �4 5 PGH�OPER 40 r � �;, ��' � ; � ��; ;� � � �� �� 'S� �i �� i 1_. i � � i �I i , � � f ' � ', �-� � � r g ' / � Y / I I i i [" / � � i i � i �ti �� I ; `{ ' ' � E � ,' ' �' �� ,,_;r % , , �5°� � �' � S � `'`'r�—``" '-�' % ' " � �'�3 �� � o, p M ��� � � Q'� � � . (V N -' r-�� � -�'"1-. �f1 MQ�CO M M' H�OP MI�H QND WIFE. ER► JR, �8 14 5 p� ��OPER 0 �-^_,, �u �� _ _ _ - - , � � - � �,, � r � - - _r.% EIP S 37°51'Ig" �,� - rf'� L �--��� r-' s�r _ , 3�;, E _ _ - , A E ��� -- �5 S�O���PA9' _-- " r � ��� 273,00' , � � �qa _ '�.�� w , �-�� E ui -� C -�o°�0'�5� _ ; � � �, N ��� JOHNNY M. CABLE �; � �'� 35 3g��--;_, �- � a M L�""'� ,� A ND W I F E� � �3°5s�i3° � ,- = � , j � �,-„= � N �� � �, � JOYCE A. CABLE ��-`� � _��� �'�, 418a97' � ' � % � ';� � - ��,_; �, �' �`^-�.^-, DB 1437 392 _ � � S� � � �� , , -� ��,�,;, z �� �� � � ��`��� `�.,,� ,' � � '�2 �� ' � �'�r `-��� ���' W/LI� r� r�, �� r' , __ , F �,�� '� ��o � ����' �'�-��� 4s-���-� � N ��r��' EIP �� 184.99' �' � 'l2 W��. r ---------- ---_ ti � ,' ___---- - ---- � �, � i S _ _ ---= GR '�� � � - ------------- � `-'� S 35°49� � � �'-i-� ,,-- ____------ -- �` HTR � W 38 E � �,' � , _ _ _ - , � � �r �-' + 15.00 -L- _, , , j� ' �� \v� ' _---- ���� ' -- � °� 219.00' LT. � �' � � _ ___ _m �- , � i s ,' _--- � �'- � �Q --------- ��,_. ��' � � � � ��k�� .' �---- __-- -- rR--- z -- . �`,� � 1 � � _- __- � � �' �� I ' i °� �� ,-' ,--" u r �-'1 ROCK� � � l _ Y � i P� � __-- � - WALL�-�� � � _ � �'� ' � ------ --.� � � �, - � � ,� � �� ' � � � �. � �T�� �� � ,'x ,' ,' /� � � � HERREN PROPERTIES. INC. � ��°os�oq, ��� ch `, `� �� , � � , , -� � � � �� 1212 PG 793 9q.�,3, w �� --,_ � �sFo � � _ �'� � � � � �~ 1 i � i � �. ���T � � � � , � � � � DI ��� EIP � � � � �' - � i �� � �� i i i , �,,1 �=,W i �� � � �� i i i i �' � � , ' �' ' � ' i � �� '� i � �� � � �� � i i � �'�. . � i,� ' � / /� I I � ��� � � �, �. i�� � � � ,� ',� `�1 � u� �44 PG 289 � �� 103.00' RT. � � u� o�� rv �-+� DB 744 PG 289 � � �_ �� EASEMENT NOT FOR �� CONSTRUCTION STAGING PURPOSES , �3 q , � + 62.00 -L- 50.00' RT. 103.00' RT. � ' 69.UU' KI. � �. � � �. ,-�-�,y ; 84.00' RT. \�_- _-' --, UtIHIL 4Z5 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•j �•.� Ground d � Geotextile� g Min. D= 2 Ft. Max. d = 1.5 Ft. B = 2 Ft. 5 Ton Class B� R p-Rap v� 14 SY Geotextile 15 Cu. Ft. DDE UtIAIL �i SPECIAL CUT DITCH ( Not to Scale) Front Ot Ditch Natural � �'1 ,�gt Slope Ground ?•� p F\� Min. D = 1.5 Ft. rKVM JIH. IVVt�U LI. IV JIA. IVIt�V LI. �� O f � -� - ���-'- ;_,� ��� _-- ---- DONALD N. SMITH. JR. AND WIFE, JUNE TODD SMITH DB 694 PG 697 n DONALD N. SMITH� JR. AND WIFE DETAIL 33 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� r�,•.� Ground d � Geotextile � B Min. D= 3.5 Ft. Max. d = 1.5 Ft. B = 3.5 Ft. �Type of Liner= Class I Rip-Rap , "_STA. 105+54 RT. (42" Pipe Outlet) ,' ,' ' 20 Ton Class I Rip-Rap �� � r 39 SY Geotextile � �,' ';,I 15 Cu. Ft. DDE � � �� /� i , 5 �0 � 5 � �+ ` _ � / ' l J 'J� \ r i � '�0. ��;L , / i / ,1._.� C7 \ '' �� �� �, � �� ���' ' � r, � O�' ' 7 � � � � � - ' ' ] EIP i ' �`� . � ,� PROJECT REFERENCE NO. R -4753 R�W SHEET NO. ROADWAY DESIGN ENGINEER ``����iiu��iiii ��•�` � C AR ''�.,, ,`������Essio,� ��Ly', ' Q �� � = SEAL - ; 035683 ; : %.F �.� : % Oq .;�G I NE�. • �o .' ���''�.��� J. C���•�`�,,. ���i���nn���� SHEET NO. /0 HYDRAULICS ENGINEER .�������' �A R �� i ��� :,,�o���Es.s./�. �9,,�� ' �•�� SEAL �9�.� : � : � - ' 032619 • ' � • • � ' n'• ;'c�`'': : •,�-y'j,� FiyG � NE� �Q��c,��� ,,��S��i i�i ►�P��,• DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -'�n_ �� 6 - � �_�_ `'���-� � :-� ,_,�, � � N 25 oq3, -� �' � � � .� � . II �--------�'��_', ,�'_ _ 56"W �_-� � ,_�-� rr � JUNE TODD SMITH ��� � �_ ' ��� �� � _�� � 7 DB 694 PG 697 4-��� �? �'�-,^�� �, ll � � - � � �,���'��'� �,.�-- �l I I - - , � � � � � ���:_ �-�-'� �l _� ,-���-ti- ,-� �� --- �,���'�� N /B�,Sg, � ��' __ -� __-,�'�-�;�-, c ll — — �„ry� � _ _ ��� �� 25 -� L,��—�� � � � `-; � � � � ' � � � , �,,��, , � �q3'S6„ �__ �r� �� ti r � '-, w v-�-�-��� �r� ,- r ��.1 -j �� �\��Q-� \ � �'�_\�- � /8 ( \� i\, _,� "� _---�=.J� � . r-c �U,.-�'�J�`_ti�1-LU.rI.���.r-��v_-f- _� J�, - �`r`^�� ��� ��� - - �i ��5 �� L G� � � � �� �r�—�� ,� ��' � S � w �r � � _ � �r�_, _ � coNc �� �-��- � �� �' � ,s, N 33824�� Ti���K�a���-r-�E ,�_ ��'_ -- � �� � -- � �� ' — - — MON �.�' (� ' rn o 59" �/ - '���i, �f? �n-� � ?"`-"\�J` ,-, � � 27 ; -_�- �v�r 1 � Oa 98' -� ��� ,�i � �� ��-�^ � �"�'�_r�,s��,r',����� �� 5 32°49'S7° E �OHN M, � ' - � � , �� ��� DB 854 P��Q4 K ����� , '__ ���-�-`=-�`-�.��,=,�-'`r----- .� 267,28� B 74q PG 28g � -,-� � � , _ - - - - - - - - - - - \��__ S 35°43'38" E 167,74' _ - � ��- _ ----_, \\ ------ �—�� S 41°06'26° E �°'� � — � ------___ - - � � ��-� _ _ � � _ � � - - — — — - — - — - - - - - \ _ ��-��,�,'�'�'"`"-"'-n�` �_- - . �--��--- � ��� � i , � , �� _ _ _ - - � - _ _ - - _ _ _ _ �' L�-��� � ,-�_r-�� ,'�s'� � • x X � , `� �N— -��—r` ^'�Lr n� ��v - - - _ _ _ _ _ _-, � J� . -,� � � _ ,"�, � � � � :Y� � �.� _ - - - - - -- � �'`�-'Zt_ '� '�_, ` � � EIP � � � � �� � x� - - _ _ _ _ "-��r`� ��s-����-� � �� � ' �_r-n�,�;�r- - � � � �� �r� � �y -_-------------- _�'�, �n��,- -- � �� , -� .�-� J� � � � -t`-r-`�, �'� "'a � �` �� - - - - - - - - - - ��"'� �� ��'Jy=�-�=� �� � `t, _�� �.,� �k' X -- _---- v � -- _, - - ,J-,<;_ �� ' � �. � x � �r ;� X _ _ -�`'�-i -r- ; �,— '—�'^ '�� ^�+-_ � � ` . C�, �\ �x" ---- -- _ �—� � r w� � "" T�\Lrr1 � — k: �x - - - - - - _ _ _ ��'`^1_�' " _'�- � ��� � - r ����'�^� ` �r�'l X� \ —x - - - - `"�� �� � � _ v � <� � r.J�= __ ° � . - r-��',��� � 1� � � � l�ti � � ��-) � � - - - - _ _ - - - _'J` ��-�,���(�-15�-� � J'-' -- _ _ - �'� \ \ \ ` \ `U�-. 1 `� �'1x\ � i\ _ _ - - _ _ _ _ - - - _ _ � �C. - �J—�; - n.: � �.`_r--' �J _ _ - - - �, r�. � , , ,� ���,� �� - �!� — _ _ _ - - _ _ ��" �J'T't- ``J" _ _ - - - v-'1.\"1 _, ,,�� � � ,,-\ ��� `�_ ---___ _'--------------- -- �' - `^`Y'\�'� `` � � 'k� Note: All Driveway Radii are 20' Unless Otherwise Noted \,� ---- - ----- O �r"'� � ' - - , --L�r� - Lf� 1- < _ ' _ _ _ � r�? �"r-�`� ��_� '�� �� .� -'v',- - -__ ----------_ N Q �"^`'-�° �� �� ���"��, Note: Tie all Driveways to the Right of Way Line. Follow the �= ' �, � � �-,, �� � `� �''' �; �"Pavement Design for Driveways" Memo Dated March 18, 2002 or ��_, _,, z �� �, as Directed by the Engineer Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted SEE SHEET 22 FOR —L— PROFILE N Z � N � W � -� - -Y3A- Pl Sta l28 +00.46 Pl Sta ll +15.66 Pl Sta l3 +37.87 0= ll4° 22' 34.4" l LT ) �_ l08° 52' 23.8" l RT ) p= 33° 46' S5.2" (RT ) D= l6° 22' 12.8" D= ll4° 35' 29.6" D= l9° 05' S4.9" L= 698.68' L= 95.0/' L= 176.88' T= 542.85' T= 69.93' T= 9/.l0' �r R= 350.00' �35mphJ R= 50.00' R= 300.00' SE _.08 SE = SEE PLANS SE = SEE PLANS RO = l68' � Deslgn Exceptlon Required For Horizontal Curve Radius DETAIL 49 DETAIL 27 STANDARD BASE DITCH STANDARD BASE DITCH ( Not to Scale) ( Not to Scale) Natural Natural Natural Natural Ground 2• j �,•.� Ground Ground �• j �,•.� Ground d � d � Geotextile � g Min. D= 2 Ft. Geotextile � g Min. D= 2 Ft. Max. d= 1.5 Ft. Max. d= 2 Ft. 6= 2 Ft. *When B= 2 Ft. Type of Liner= Class B Rip-Rap Type of Liner= CLASS B Rip-Rap ,.,, , .. . �, ,r„ ,...,..� 5 Ton Class B Rip-Rap 14 SI��Ceotextile 5 Cu. Yd. DDE 47 Ton� Class B Rip-RapvV 124 SY Geotextile Ln ___ fi n11r UtIHIL Y BERM 'V' DITCH ( Not to Scale) � �. � D �'� FKUM SIA. 114+5U LI. IU SIA. 11/+5U LI. EST. 40 TONS DONALD N. SMITH. JR. GUARDRAIL `"'' �' DONALD N. SMITH� JR. �' N I� X AND WIFE, ��W JUNE TODD SMITH �I•a� DB 694 PG 697 �I'- I� 34 '� I� � � i ��-,_�_2�� � �_, r - - � r_�-�� ._r-�_� ,._r-r_� ;._��_ � _ _, _� r.� . - _ _ —� - � ," ` �-'�l_' �-+ ti rl.i � r-i . _ � � � - � �'. '�` �-� � � �� : � � i,J�'; �_��-1 - '� - - -ti �'�r-;- � -- � � %(l(_ it �1 �El� [F �`�'l�iF t —�— SEE SHEET IC-37 vv.vV .... END CONSTRUCTION _v�e_ cTe i� � Q� o� +20.00 -L- / 50.00' RT. 96.00' RT. + 85.92 -Y3A- 30.00' LT. -Y3A- POT Sta. 17+85.92 PRC)P[�SFI� �' RASF I�ITC —�"� '-��- + 65.00 -Y3A-� �t�ti�-� '�-^-"� 100.00' LT. \ `IJ,J�`- _ \ �'- I �^- �J " _�`�� �__"� W �-r`� � � .\ �� 122. 90 � S 32°05'37° E �\ I55,5�, S 2S o56 2g E �_w N 53°33'� �� 14, �- PROMISE LAND BAPTIST CHURCH DB 1543 PG 552 � R ,, PROMISE LAND �-� �, v BAPTIST CHURCH `—'�-�� � DB 576 PG 556 / \ � n: , J�s'�"'�'�-,s` � '�'-r Z������ , r �� �-� � � N 22 S6 / 95 � �� �-�,. -�-- - � - - i �� ��- � _ - _ -- - � ''��-•, 2g„ w N q4°22'40" W 33. ���`-- .T�-1,_rr-t_lJ�n,.�r_�l-� rJ l., ��l..�r-��_� r i-'� �_ � _ � - � Q Q�2 = -- -� . �;� N �� �_r-� , � - - - - - - - - - - - � ' �'�v-r��ti.�v`� '_, - ,�z --- ---- --- � � -- ---- �� ��� � -- - _ -------- , ----- �' --- �+� - ��—t° t .�' ------ L (`p1. i � ���_ '; ° �i -'----- -�cJ ----- ' ' ----- �-�-�=---- � - _, ------------------------ -'----- �-- - - ----- -------���`��'�'n-, --- _r�' � r�- ,� _ ----___ � _ -- -- — ------- --- ___ r _ __ �� . _ . � � - - -�,-�.�_-�n-�.- -�'�'�� '`LC'�'� i �_,_f'��"',���`l�-,.-('��7�f�'1 - �-- . G J� �U �_v��,,✓�-���r�� r i � \ i � � � - - - - - - - - - -L����_rf'' � -� v^,� - ' - - _ _ �`�`r, - ` �-���-� � Note: All Driveway Radii are 20' Unless Otherwise Noted +,� x v� `, ', ��; � ; r�_� : ,-� � �- � �'� - - - - - - _ -� �,_ � -_ , i � � � � ��� r � _ - - � ��- . �- ��_ ,; +;�j� �� '�, '�, � -� ��_� ;`� --���-_ Note: Driveway Connections for Parcels 38, 39, 41, 42, and \ � � � �=� 43 may be Field Adjusted as Directed by the Engineer. ,, �, � �+ �',, '�. `� Note: Tie all Driveways to the Right of Way Line. Follow the `������ �-�� __ ,, "Pavement Design for Driveways" Memo Dated March 18, 2002 , j� r�i y , � _- � �� ��,, � ��e , �. �"� r `' � `+ as Directed by the Engineer , X �.; �- ��. �� _.�,� � �, r _ �, �>; PR(IAAICF I A � e��-, or� ��_, ���' �- `��� � -� � �� ���� Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted \ ,,I � • �' ��---, � PROJECT REFERENCE NO. R -4753 WW SHEET NO. ROADWAY DESIGN ENGINEER �����,,,, � � � � � ►,,,,,,. �. .�� CARO� '�. ;���� Q�� ESS /p'�• ��,y'�; ; — SEAL� = : 035683 = : =. : - ', O �'�.NGI NEE�,: � ��: �q�,�••.. • � C��� ,,',��'���n���C� `O�` ,,` SHEET NO. // HYDRAULICS ENGINEER ���,,�`���' CA �p��,,� .` � � pF F S S �0,�; :L9��'� : ;� �� -9�': '_ ' SEAL ' � ' 032619 � = _ . . -�: :�: . �'�.y� . F,�'G I N���'Q�t�'`.�. ,��lqs • R ...SNP����. ����uuu►►�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � ►TC� ?'�q.12� �� S�r 9 DO + 37.00 -L- «� 82.00' RT. — � ; ;--�,, �'-_�r'_'J_, --RENIOVE � �', 30.00' LT. � ' � ° � _ � ABBOORD PRO�'��'RTIES. \ DB 878 PG 300 LOT 7 ), ` =� A-` LT. �Y3A- � �RD PROPERTIES, INC. DB 878 PG 300 LOT 6 r S _-- �,_r - - _ �t 82,87, - N 35°04'26,� W _— �,__\ GTD = GRADE TO DRAIN BDO = BERM DITCH OUTLET SEE SHEET 22 & 23 FOR -L- PROFILE SEE SHEET 27 FOR -Y3A- PROFILE N Z 0 N i W � � -L- Pl Sta 128+00.46 Pl Sta l35 f01.76 p=//4° 22' 34.4" �LT J p= 53° 57' 06.0" �RT l D= l6° 22' 12.8" D= l0° 25' 02.7" L = 698.68' L = 5/7.90' T = 542.85' T = 279.95' �r R = 350.00' �35mph� R = 550.00' SE = 08 SE = 08 RO = l68' RO = l68' �Design Exception Required For Horizontal Curve Radius � �, 6�e 99 `�'Q, 9�, O], F N -� --��; ; , , � q°�a�ss„ E ' � 99. �g, "� �o� ��. � � � N , c� � 8qo/6,0�" E - � � � So,�g- � ,' � � � � ; �� ---- T. - — i� i �1 -- - �`� , �" ', ��� PROMISE LAND 58° w / '� �� � BAPTIST CHURCH � � S 5�°3g9o' ___--�" � X � ', - DB 1543 PG 552 2� _-- ;��' . � _--- , ; ;. /" , � ���� , , _ - ,' � � -� - , � _— �� - � A � � � �. ' � � A S�o � � i `� � � .� r �v'� �� � � � ' - �°� � � �, � � � � � �_ �, � � � . � �� � � ` � � � z� i 1_r� � � i i � � i , � i � " �_ , � � � �� �� � � , i � i , � � � �� �� � �, � ���J�� � , � i � � 'Gi ° ' i ir , i' , ��, �I ��`��`�'� `�''��;'s;�`�� �� ; ', � END EXPRESSWAY GI / `ti _ � ,�-�A ; ; _,—L— STA 132 + 21.81 �� � � / ' � —' _�_r �j i � , - �, ,' �� `�� z �� ,' r i � ,�� � � �' � , ��� ��, � , � �� , � �� ��� j � � , � � � � � � � i , r, O' h _ � r�� �' �-n % f �` ' i-� r � � � �� � O" V" _,_, �P�� / / ,, i" ��' �-� � . ���1--, i - �A��� � O� ' � �5� BEGIN RETAINING WALL BEGIN SBG .uu � �� �� � ���L �-, l � _ � ELIZABETH J. CLARK. ET. ALS. OB 124 PG 431 ` `��/ \/` `� � � ,—" r �1 `o. l29 +5�:29 � : � � ' � `� � 3 �.� � �,� � � �`�� �� �' ,� � � ,� ��, ; �� � �, ,� ,� � , �.,� � - �� ', ' ' � , � �,� � � � � ��.-�,, � �' �� � � � � � ,� � , � ��-'�/ � , , � � +-�' , � � �? � � �� �, � �" ; � �-`�'' r,e� . � � ,---- � � ��,� � � � � � > , � � � ' � � � ,_ ` � � , , � � ��� C_,,`,� � � ' ) � � � � �� � � ,�� ��� � � �`�� �, �`'� � ,, � �, � , s�,, �,� � -,-�j � �---- � � , �` \� o �_ / � �� . , ,s'�,� � , - — - � � � ' ` �� � r� � � ' t, �r✓ � � � ''`-Y � `� � � � � �� � � � � �1 �� `� r� � � � J � �',� " �� . � �. � �+ � �^�, c `^�, \ � � � � `� } � r� � - ,, -, r, , �c � � ,� � � � ? �Y-,,�- � � . � � � � � �� � ��� � , � / / / / ^ ���✓�J� � � � 4�� /`,,' ��� �-� �,' '� . ,-� \ � _, `�-�� 5 � ��� � �,`� �, ' � _ _ � � �, ,;� �'`� �,o � �-' �, / �, ,� � � s` ' , -�_� i � , - fa , � , � � ��� r , � �� �-r'� `'�� /� � � ,, -�r � �� � �� � -�,�-,_, .� � -��� �� i ��� �' �X� � �''� ,�;'\ r � ` ' ,' ���T��� �, �;�✓ �"- \ � v`�� � i) (' ,���� ,.�� � / T � � �C""�� � rC` J ' , ,' ;-:r,� �, L � � - � � � , �-v-,� r; "' tir �,� ---�� ,.,_ FROM STA. 124 + 50 LT. TO STA. 127 + 50 LT. EST. 40 TONS �-� �` ' Note: All Proposed Guardrail fo Use V1/eathered Steel Unless Otherwise Noted THOMAS C. BEUTELL AND WIFE, JOAN A. BEUTELL DB 398 PG 123 �� O N � � -,Z�,-� 4� BEGIN EXPRESSWAY GUTTER —L— STA. 138 + 00 PROJECT REFERENCE NO. R -4753 WW SHEET NO. ROADWAY DESIGN ENGINEER ��,,,�������,,,, ��•�` � C A R ''�.,� ; ���oQ.Q � ESS lpN �'1'9 �:- - SEAL� = ; 035683 ; �% O � ��,NG I NEE�•' p �`: ���''q��� .J. C���•�`�``. ����,������,,,,•. SHEET NO. /2 HYDRAULICS ENGINEER �,,,,����,,,,, ���•o���,�AR�! j�. �` �: oFESS�/p'� �q�''. ; . . . ' �.�� SEAL 9! � � � 032619 ' ' _ : . _ .�. . . : �,; �''.��'� F'�� I NF� ��,�'��• . • 'Q ,. •,��5 ;R ,; SNp,���. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� --� �_ , � � � � EASEMENT NOT FOR -�r CONSTRUCTION STAC�fiId�G PURPOSES ��'�'� FROM STA. 137 + 00 LT. TO STA. 137 + 50 LT. STA.137+55 AT PIPE OUTLET FROM STA.141+50 TO STA.142+00 LT. 15 TON CLASS I RIP RAP 18 TON CLASS B RIP RAP 30 SY GEOTEXTILE 52 SY GEOTEXTILE 11 CU. YD. DDE SBG = SHOULDER BERM GUTTER GTD = GRADE TO DRAIN SEE SHEET 23 FOR -L- PROFILE SEE SHEETS W-1 THRU W-8 FOR RETAI 'ALL P N Z � > W � -L - Pl Sto l47 +37.0/ Pl Sto l56 +13.24 0= 27° /2' 3/.7" �RT J 0= 25° 2/' 12.8" �RT J D= 4° 0 5' 3 3. 2" D= l 0° 0 3' 0 6. 8" L = 664.84' L = 252e23' T = 338.8/' T = 128.2/' R = 1,400.00' � R = 570.00' �40mph) SE _ .05 SE _ .08 RO = l05' RO = l68' � Design Exceptlon Required For Horizontol Curve Rodius THOMAS C. BEUTELL AND WIFE. JOAN A. BEUTELL DB 398 PG 123 46 MAINTAIN DRIVE ACCESS DURING CONSTRUCTION �� �� � � � _ - �, , , �, _-, �,s v ��_ � � � z �� � �� I �� � , � �_;� 4-��� � � � � _ � ,:. � I 4_ �\ L � _ r �'�� � ? '� - � -� -� _� �� � � f BM#8 � ELEVATION 2131091' J SEE SHEET IC-3 %� �cj ; � E � � ,� � +oo.00 -�- � ; W 40.00' LT. �'C �W 50.00' LT. ��-�' �� l , i �-�83 20' �N , �� � , i �� � F._ v ' 3, � �-,� - � � - �� � =J Yi� - �l =- Q J,_, ;, , � � � � f �{Vd � � F;�,���� � �0� � � + 00.00 -L- 50.00' RT. 554.��' / 5 g3�4o�02" W � N � c!� z c� 00 Q z PROJECT REFERENCE NO. SHEET NO. R -4753 l3 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER `����►�� i � � ���v� ����� n��� o`�� .�H C ARO� ���'�. .�`����� . � A R D� i''� �'���Q��ESS/p,L•��'y.�' `,�.��o�O�Ess'�O. ti,9'.,� Ql ' ` �9 ' � = SEAL = � �' ' � � SEAL ' _ _ - - _ - 035683 = : � : 032619 � = %� O�' �,NG I NEE�,: p``�: '����,p '• ;�N� � NE`c:•Q�.k.��: ,,,������� ,..C;O�V`,�� ,���qs �R �� SNP��,, ����� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ', � DO NOT DISTURB ' � � ROCK WALL ��`�-�� �,-��,�,�,-.-,-,__,-�, EASEMENT NOT FOR '� �� ���. � �_ , ;� CONSTRUCTION STAGING ', �� � � � � �,-t��� -� PURPOSES � ' �� ` ' �, � � �� �' � 4�6 � ,�;��� �,-�s , ' � �� �� � � DO NOT DISTURB ��� � �� TNOMAS C. BEUTE�� `� HISTORIC PROPERTY - �� ; r` � / ROCK WALL `. / , , AND WIFE. � - � ,_1 THOMAS C. BEUTELL �� /� � ; I, JOAN A. BEUTELL �� i \ 2, �� AND WIFE. � ' DB 398 PG 123 ��� �� V`? � � � � +89.00 -�- i ; �� C� +33.00 -�- � � �, �,� � JOAN A. BEUTELL �,, � � ' � � 50.00' LT. � %� � � ` � � DB 398 PG 123 � � �% � 55.00 LT. � �� (� / ��,�-� �_ r , Pipe can be replaced or � 1 , ; �? � , � � < r� �� � _ � ��-. � - � _ 110.00 LT. sliplined to 54" efFective area. � , , 80.00 LT. � % ,�� � , �3� � � �� T�_� � � �•�, � ,.,, /� � � % � � _ / ,' ��� C� + 63.03 -L- + 94.00 -L- � � ,' c� � � � �� -� � � + 95.00 L- � - � / � � � � ,_ �` � , �-, +60.00 -L- +33.00 -L- ` � 20.00' LT. 38.00' LT. i -��;� � � � `z�.� ; ,i + 98.20 -L- / �+ 00.00 -L- E 80.00' LT. ' � /i ` � / 110.00' LT. 70.00' LT. +25.00 -L- 50.00' LT. ,' �� �� L 39.00' LT. � � _r�-� � � �'� �� � � � 50.00' LT. � � �' � E � ' �� � , � /, � ! '�, -� � \ � � � � i s � � � 50.00' LT. 80.00' LT. � � 50.00 LT. � � � , � �, . c�, A � r� END SBG � 4 � �' � E � �� , s � �n j �� - �s ��� �� . � �� E �C m E _C _ E ��> , � � � �' /,� +26svo -�- �'�'-,. �� � �' V� ; ' ' -L- $TA 153 + 50 �,'`� ��s ; -� � w , +�z.00 � �-,�� � � �� =A �� o°; ' �� ' � � - - - - _ C � I � � r ��A, ' '"�� �`� - B L - 33 -� �o ao j SPECIAL CUT DITCH C , - � - � � E E � � 53.(�0 LT. �, � E � , , � � � �� -� � � � � -' � � 1 +� 5.00 L- � ` '�� � ) ,"��' ' ' USE DETAIL 70 E � �- X � � �� 56.00��LT. ,� � �q �, I�FD / � � �� - , � w�� � � � % s +29.00 -L- 2�.00' LT. ���� �'�� � 4�EI�0 `� �-� ,� /, ��'_� s,, ����� � ' � �� ,� x �' r 31.00' LT. �7�5.00 -L- V� � '� ,'; � T �- � �i �s _, i i s � : °� � � i � i, ?_ �/�� i'"-� C � � _� y � i � / / i � / � / S � � C � � _ � �_ - - o - � � / � ���� � r30.00 LT. %�� �5 ��t�� �c,�-� � �, � � � � [ / � / � � � , �� �I C � � � � � ���� � � � � � � ��,� > ��> >n_� ���->:� �� �J�4 � � �" � � � � ;�� � ������� � ���� /'��� � � � , , � / , � � � _ R �� � 7 a� � - - � ' ; . , �\. �� �'.�=' � � ^��.=� �a _ � ' RCP � 13 � � R ,� _ / % r � r� � GA��80 �I � � T 1�j� � � li �� � �� r � � �� � 1� 1 � / L�E1A'��; �i-'���1�1' T� ����-= -- �Ci �- _ � __ -�N-r _ - � � � �l"Z��%% / , �� ,-r✓ BEGIN-'SBG/� =sF� /' ' � � ,� _�,�, % � % �,�'�� � i�r C- E,J / �� � i� � �c R , � _,/ R�� _ Nc �u,' � _ � N _ _ � / � �_ , �, 7 , % � , � / �� MAINT A1NEo � � - _ � 35 M w G p_,, c , _ �� P�- /�' F � T �� � 1�-i T� -L- ST� � 5'�I '+' 75.00 � POOL �� �"� - �_ b-t��� � � I � i �1305 ;_ _� � � -� � � q� r 'W(f �-�E �= �i �, � ;r `'��'s � ', � � � ti��.s � +51.00 -L- � � ;' �O I � � � � �-i{� � i� �� � � �-�i �� �. '� � �� � r� ( _ � r .� ROP. �,� �� / � �S �� ZO.00' LT. � � j%� Q`�'��A F � � � �. 5,. RCP � � �'� � � � �� GRAU 35Q _ _ - - -- --, ,- --,;�- � � � � � ` � � ,-, -- EAT `� r ;� ����� �/��� � � 50.00'�� ''; ; � ��'� � ' W HERED C�✓R i 3 -C), __- _- ' � - _ - ,,- ,_�.�T------ � _r,,_�F�- F-- "� `�� - -,-, MAIN , - i __ - G� � *� � g� � �, �'Qe�'� '� �v " _ �N�a�NEo R� �y �--'___�` r1-`, ,`,_ ,� c.�= ' �,,-�-yc,-,- _, _'"` ,. F � ��, RETq�N�N r o _ �_ _ Q �-�_ _-� DO NOT DISTURB'.z � , ,� > � ; j- � �% �,t<,`�o���u. , o � ' T,�- � � _� -`,` J � R _- - - _ _ - ` ; G� -���t,-�.� _ � � � o � �� � 2 - ROCK WALL � s ' �� Y. ��_�c�< r +90.00 -� _ �; , �Po�� � i �'�-+�'� � � �-� lJ . � `, i r-' '--� r �l_�. �J ' .i � N � _ _ � - �� �7'� � � �.� � � � � c� _- �� _- � _ = =� _-_ o ,� �_� �_ 1��h�� WAL��� 25.00' LT. � Q _ � � p , C� � s��'�� � L�' r��- � p � � i � � _ � � fC �I/�1 / � , � � /� �/ t �. , �' � � � � ' - i "-s � � � , ���; , � � _ ,-, � � ,-�`_'-� T H A _ ^'-'�' -_ � � ' o _, � 3�2 ` -- _ � � ��y; �� b��n N • � � � � + $5.03 -L- z_a _, _ � o , � �,0- � _ ,�1,'� - , _,�� -v ' _� -�-' ;_�-���,-,� ��; ,_ � S C BEUTE � � - _ 690 ��, . /� 3 , ,� : ` ; ;,- 50.00' LT. ,��1r N � , ,-, ; � � �� - �^ OM L L 130 `S' � � � 1i `�� _ � � � � R �� v- � -� AND WIFE. �6 � �- 3 - � - - �� 26' 3� �� � �� � �C, + q,��_� � , , �.-, , � + � ----� ��� JOAN A. BEUTELL �`�„` � , _ ,� - ,� 'n � � ,,j„ �_ , ' P � "-r �R �� ���'� � � �� c� � - - G_,-, - "�'� ' - �'" DB 398 PG 123 ��--_ - --_ '-� ;� a 2%' Re " � �,-� �� E �, � , � 11 � / F -., rr�,. � ; � - ___ - _ mOye Fx � I � ' � � � � - ' _ _ / �$O�' E � ,- - -� + 80.00 -L- � � � D/ ; � � � � �� � � � ,�2 / _ - - � ' `'- � ,�, � � �-`% 50.00' RT. % '� �� � � �� � � � � � �� � `1i +9a.2o -�- , YP.' � �� . � � _ � � o � � �' �� + 50.00 -L- 50.00' RT. 0 RT. + 09.00 -L- _ � � � _ 4ga,25� 65.00� R . � �,_ � - � � // -BL-32 72.00' RT. R�C q� \ =, _ � ��� -r.�9t� 'Q i � � 60.00' RT. RNER � K,, , � ,_ �" ,,,� � - _ - 5 BASE OUTLET DITCH �� �N� �`� _, . _ �� RET � , , TUCKA-EGE� N 89°56'58" W USE DETAIL '30, N � 287.63, +63.03 -L- r�N� Hw & �-�'� _ F � � �-, _ AlN = � � �� �@9 X� RCBc W��ns -� BEGIN RETAINING WALL #7 °°qq�sq„ 50.00� Rr. � rEE� ,� ur��o�v � ww � � „ g � , � ' - ' ��'�= � V use �etp�i �26� -L- STA. 148 + 25.00 +z5.00 �- ������� ���F � �� � R, ���t-ti� R _ �i �308 � 1�� % ",��,�� _�''-r� �� � ' �► � --� 50.00' RT. �U� V �T \ °o � � � � ��` � P �,� BE I B �_-� �--�- bo.00� RT. � ��,`��.��N� ��w�< <� _ �� , �� �� ��� , - � , � NnT �� , � w�ti �- � 4i.Fi + q sG U' � � , g�E� pb Lid ��,qg, �3J� � �- � � -- 63.00' RT. ,, 4 ,r _ �� S� -� - - -� � �- � o�s69� GUA�RDRAILISTING - ��-- � o ��, a4�„ RCP_ � O � J 6� �� a . � % ', _ � -- � - - PC Sto. l43 +98.20 L DETAIL 26 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� rL•.� Ground d � Geotextile � B Min. D= 7 Ft. Max. d = 7 Ft. * B = 6 Ft. Type of Liner= CLASS II Rip-Rap STA. 142 + 79 ENTRANCE AND EXIT ON PRPOPSED 9'x7' RCBC NOTE: NO RIP-RAP IS TO BE PLACED IN STREAM DETAIL 30 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground Z•� rl•;� Ground d � Geotextile� B Min. D= 5.5 Ft. Max. d = 1.5 Ft. B = 5 Ft. Type of Liner= CLASS I Rip-Rap STA. 150+03 RT. (Pipe Outlet) 48 Ton Class I Rip-Rap 89 SY Geotextile 36 cu. yd. DDE RETAINING WALL #7 09-99„ � _,_, POE �3�0 -L - PT Sta. 150+63.�.3 L- ST� 1�3 + 05.0� w 3' BASE OUTLET DITCH 4 -L, + 85.03 -L- END SBG `` � USE DETAIL '57' tC `��,_,�, 50 00' RT. ,� �, �\ � ���_,�, +9 . -�- �' JA ES N B S�� � 50.00' RT. P� 914 PG 275 `- 79.00' RT. �� B 184 PG 414 89.00' RT. +20.00 -L- `� 103.00' RT. N 3�O�Si, �� ,,� � + 36.00 -L- 64 38 �6 �� W � �_ 50.00' RT. ���.� RT. 101.00' R7. �� DETAIL 57 STANDARD BASE DITCH ( Not to Scale) Notural Natural Ground �•� rL•.� Ground d � Geotextile � B Min. D= 3.5 Ft. Max. d = 1.5 Ft. B = 3.5 Ft. Type of Liner= CLASS I Rip-Rap STA. 154+17 RT. (Pipe Outlet) 20 Ton Class I Rip-Rap 39 SY Geotextile 15 cu. yd. DDE DETAIL 70 SPECIAL CUT DITCH ( Not to Scale) Front t Ditch Gr�ou d ?.�� ��p�e� Slope Min. D=2 Ft. FROM STA. 143 + 00 LT. TO STA. 144 + 00 LT. Note: All Driveway Radii are 20' Unless Otherwise Noted Note: Tie all Driveways to the Right of Way Line. Follow the "Pavement Design for Driveways" Memo Dated March 18, 2002 or as Directed by the Engineer Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted � -L - PC Sta. l54 +85.03, SBG = SHOULDER BERM GUTTER SEE SHEETS 23 & 24 FOR -L- PROFILE SEE SHEETS C-1 THRU C-14 FOR CULVERT PLANS CFF �HFFTC W_1 THRII W_S� FnR RFT�ININ� W� N Z � N i W � Pl Sta l56 +13.24 0= 25° 2/' 12.8" (RT l D = l0° 03' 06.8" L = 252.23' T = 128.2/' �r R = 570.00' (40mph) SE = 08 RO = l68' �� — -L - PI Sta l64 +98.39 �_ l9° l9' 38.0" (RT J D = 7° 38' 22.0" L = 252.99' T = /27.7/' R = 750.00' SE = 07 RO = l47' Pl Sto l70 +79.48 �= 29° 22' 23.3" �RT l D = 4° 46' 28.7" L = 6/5.19' T = 3/4.5/' R = 1,200.00' SE = 05 RO = l05' � Design Exceptlon Requlred For Horizontol Curve Rodius �–, ��� ���r� ���•r� �.`_�, � � I� `'l,� N 25 °03'28 ° E 15e 42 \ 3� 2��,5„ � �� �33 2g E .S 86 9O �6 � � � � a N O�'. 6' � � V 2 � N 4p°52'09" E � 33,59� N 0�°25'24�, 13e18' w �� � �� �\ ;-' . a'� �'� N 34°II'23„ 24.86� E w ti Q m — o � _ v � Z +67.00 –L– 223.00' LT. ' S E lP �2.,0 22 2�,,. S 3� 2���5„ l3 p �o, E +97.00 –L– 213.00' LT. PROJECT REFERENCE NO. R -4753 WW SHEET NO. ROADWAY DESIGN ENGINEER `����,,, � � � � � � ►,,,,,,. �� .�H CARO� '�. ,�`��o Q��ESSipti• �'Ly'-; - SEAL�. - = 035683 : i '. : : �% Oq/' �..,N� I NEEF.•' p ��� ,''',,,v�� � 11 111 � 10OU,```, SHEET NO. /4 HYDRAULICS ENGINEER ,,,��0��� � CA R p��.�. .` �': pFESS �0�; ;y-9��'� � :� . . � 'Q ql' � ' SEAL ' � ' 032619 � = � �;• . ► ; (�: �'�.�T'� `��'G I NE�:P�Q,�,,•,. S� ♦ �'''�v ��n►:•�• DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BAUCOM RODGERS LLC DB 1590 PG 538 STA. 160+24 LT. (PIPE INLET) 12 CU. YD. DDE 20 TON CLASS I RIP–RAP 39 SY GEOTEXTILE STA. 160+24 RT. (PIPE OUTLET) 15 CU. YD. DDE 28 TON CLASS I RIP–RAP 54 SY GEOTEXTILE STA.164+95 (PIPE OUTLET) 12 CU. YD. DDE STA.164+58 (PIPE OUTLET) 30 CU. YD. DDE 40 TON CLASS I RIP RAP 75 SY GEOTEXTILE STA.168+43 ENTRANCE AND EXIT ON PRPOPSED 10'x5' RCBC Note: All Driveway Radii are 20' Unless Otherwise Noted Note: Tie all Driveways to the Right of Way Line. Follow the "Pavement Design for Driveways" Memo Dated March 18, 2002 or as Directed by the Engineer Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted \ SBG = SHOULDER BERM GUTTER SEE SHEET 24 FOR —L— PROFILE SEE SHEET C-1 THRU C-14 FOR CULVERT PLANS � z 0 N 1 W � -L - Pl Sto l64 +98.39 p= l9° l9' 38.0" (RT J D = 7° 38' 22.0" L = 252.99' T = /27.7/' R = 750.00' SE _ .07 RO = l47' -__ � —L= �-��ro. i�iti5.5u \ - - '� L------------------------------------------------------------------------ Pl Sta l70 +79.48 0= 29° 22' 23.3" �RT I D = 4° 46' 28.7" L = 615.19' T = 314.51' R = 1,200.00' SE _ .05 RO = l05' �. 6S 6�' �c'c' N qp°52'33,5g, 5, q„ w N ���Z 2 13 e18 N 34°II'63„ E 24,8 r-- � � � o Q , � Z + 67.00 -L- 223.00' LT. � EIP ��o� S 22°26'02" E o��w° 12e89' 00 �M Pl Sta 10+9/.30 p = l3` 3/' 24.7" (RT ) D = 7° 26' 27.6" L = l8/.74' T = 9/.30' R = 770.00' SE = SEE PLANS � PVE � � ��r' � ,� � T a � ���� 1 t_._;' + 97.00 -L- 213.00' LT. Pl Sto l2 +40.38 0= 8° 42' 36.3" �LT l D = 7° 26' 27.6" L = 117.06' T = 58.64' R = 770.00' SE = SEE PLANS BAUCOM RODGERS LLC DB 1590 PG 538 S 22°26'02" E 359,43' BENJAMIN P. & 49 JESSICA N. COOPER DB 1934 PG 623 VDESIGN - 3 5 M P H -DET 2 - Pl Sto l4 +39.88 p = l7° 26' 11.5" (RT ) D = 6° l3' 40.1" L = 279.98' T = l4/.08' R = 920.00' SE = SEE PLANS � 1 �-�r ���-,s�,- �.,-,�� , _ � � = -- -��-s � ���;_ �r�-� ��-,� �� i �� � p, _,,, T + 69 00 -L- Pl Sta l8 +24.29 �= 6° 45' S2.8" �LT l D = 7° 26' 27.6" L = 90.9/' T = 45.5/' R = 770.00' SE = SEE PLANS �� � �O� ��o � �o „�t�, � PO . � P� � 4,�0 � w� N �i O - � � Q N co O Np O� NQ �� Q� ��� EIP � � �� I N o s� � � �� �� M � � � � �- _ � �- _—_ — NOTE: INSTALL 48" TEMPORARY BYPASS PIPE Pl Sta 20 +2/.80 0 = 33° l2' 54.1" (RT ) D = ll° l4' 04.1" L = 295.65' T = /52.//' R = 5/0.00' SE = SEE PLANS 50 JAMES RICHARD RUSSELL LIVING TRUST U/A DB 1597 PG I -L - r'U(,� STO: OFF 3.04' LT. \'q� �• ,SRS \oI 0 CONSTRUCTION ��q;<_ \�< �r 1 � �I: ,,, SEE SHEET 30 FOR -DET2- PROFILE PARCEL 50 WILL NOT BE PROVIDED ACCESS (-DRV4-) DURING SEE TRAFFIC MANAGEMENT PLANS FOR TRAFFIC PHASING. SEE TRAFFIC MANAGEMENT PLANS FOR TEMPORARY SHORING PROJECT REFERENCE NO. R -4753 WW SHEET NO. ROADWAY DESIGN ENGINEER ``����u�uu��,� :���``���� CF E S� oti ��'y �': . . Q`� .� - ' SEAL = ; 035683 ; : . �. % o'•Ftici NEE, • 'o : ,���'q����J. CL��.�`���`, ��„�����������` SHEET NO. /4A HYDRAULICS ENGINEER �������, C A R p� �i�� . .�� ��: OF E $ S./� ' /�9���� c : � ti'•• : � 9' � . �: ' ' � SEAL ' _ _ : - � ' 032619 � = .�: . . : �,, �'�.,9�� F'�'� I NE�.RQ�.�'�,:� ���5 �i � � S►�v��,� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED .� , � �. �� \� � , \� THE TEMPORARY DETOUR DURATION OFFSETS AND STATIONS ALONG -DET2-. N Z O > W � -L - Pl Sta l70 +79.48 Pl Sto l82 +98.70 �= 29° 22' 23.3" lRT J �_ l7° 20' 27.8" �LT l D= 4° 46' 28.7" D= 4° 46' 28.7„ L = 6/5.19' L = 363.19' T = 3/4.5/' T = 182.99' R = 1,200.00' R = 1,200.00' SE _ .05 SE _ .05 RO = l05' RO = l05' 50 JAMES RICHARD RUSSELL LIVING TRUST U/A DB 1597 PG I -L- POC Sta. 168+78.00= -QR,_V, 4 - POT Sta. l0 +00.00 -� , � �� ��_�. � _- � -� SOIL � � ___ �ST ' c����PY � � � _REMOVE DI I � F D �'��� & 18"-�;MP + 95.00 -L- + 50.00 -L- 140.00' LT. 140.00' LT. + 40.00 -L- E 120.00' LT. E C C E //���----�\\\ C F -BL-36 `� �------� '� \�� / + 00.00 -L- � + 80.16 -L- 50.00' LT. � 50.00' LT. � � / � � / ���-��� R / � � � _ � N �p3 - � „_ �, ti,� � ! � � + 50.00 -L- \ F � � � � � � \C � � � � R � � � � + 55.00 -L- 50.00' LT. NAD 8�RS 2007 S \�22q.\� 1 E s ; �� �` s N - �c S �g°�2' Q9, � ,Z�0.2 ��� �a a 6'd, EIP ��� Z EIP + 85.00 -L- 50.00' LT. LATERAL V-DITCH USE DETAIL "62" 176+50 - 177+35 � PROJECT REFERENCE NO. SHEET NO. R -4753 /5 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER `,,,``���N��CQRo,,,��,'. .�`�����, �A R��i''• �`��Q��ESS/pti ��L,4'� �.`���:OFESS�j�. ti9.,,,. - S E A L Ql = ' �.�� SEAL �9! • � = 035683 = c � : 032619 � = ' .,''• F ' ' ` � � �'• `.;,N F.� ' ���y` :O •;�GINE��: ��. �,�,P G�NE. � �• ���'q��� �. C���,����` �'�•�S. R ' SNP:�e`�,• '�����������,,,�� �•.,�����►v DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � 00°I5'16" E 221.07' 56 SHOAL CREEK CROSSING. LLC DB 1777 PG 251 BEGIN EXPRESSWAY GUTTER 5/ -L- STA 181 + 43 +15.00 -L- 60.00' LT. ALLAN D. COGGINS - AND WIFE, � , �,� � ROBIN M. COGGINS `�= �� � ���"' ���'� � ' � �� '�-�°,� �� � ��, ` ` �'G � � I = �, DB 1595 PG 956 �'- �� \'�� v , �' � + 15 . 71 -L- `� � -, GR ' � �q; � � 50.00' LT. � � � r�-, I S F D � � ` � �� . � � � � , �r, ����� �� �'� � � �,_ � � � � � �� � � ,� Y. �� � �' - - - - � , � ' , ��� � �, � _ , c- �- -� �l0'GR �'---'� r'� �� � C o ,��� �.,-,, +50.00 -�- -, • _� _� , PC � �T-�l. l$�+1�.7/ �� ��`� �� _ �-'_`� ��;, �' Q�' " 80.00' LT. r,_, + 50.00 -L- � �n f �� , �; =;; �-'� 60.00' LT. ,-,-, �� �. � + 50.0�}^s��-' � r" `, � ���-� �� °,� r�- � � ' � 50.00' LT. � 1�. �-, � �",J i i r-� z _ C -. � - _ �_ z� : ` -� � a.� - _ Q - w � �� � g9°'�'l91'�E SPECIAL LATERAL V-DITCH � ���-' � � "' � � -, 22 5��� E „„ `�L B RIP RAP-5 TONS � � � - -�_r� � _. � . � �-, �-�: ti��; � r r. � � � ° -, , � �� �C SE DETAIL 20 - � � _ � � r=e- � - -- - - - - - � � - ` ' -��_r-, M � _ � _ /�, - _ _ E GEOTEXTI LE =14 ,S�(' , "� � � .-, GRADE_ ��TO �� � � ,�F�_ -f' � �C S C75_48:58" +�I - ��� ��1 `-/�= �" � ' � _ - ` _- _ _ -`-, -- - - - . ��� R � �- � �; r-� � ��, � ,- - � �, � �� �. � `` � '-L � � ��,!-i_i r- �.J-(_,,, ,. �-.. �,_.r Ri-� � O O � � � t � -- MpvN� ��� �� - - �- -�'ns'�-�" - _ �, , - - - - N N S `t� 36� `t�.7" w � - - - - - - � �� / � - -J ,-��'r �v� _ � - - �U � - -_ � - - - - _ _- _ � O p � -- - , � � � � � � Q � � � i- �- - �-�_ .T - - T F �-+ � =y��- /i �l , -� o �� Nc �`�' e�T ��- � - i L ' i F �- -� ` L�' � ��-� r.�-, r (r"l- � �_ �����_ - � �,-� ,_` � � �- , ,��' -' REMOVE � - - - �,--��, _,-,, - -�-� -- ��, ,� __��-, _ _ �-=� - �,� o � �' � � -' �r' - � - - `-t ,�� , � - -'--���` ��_ _,�� - - / �� B / ` r-_ � � � 'r - _ _ - _ _ � � - - _\ ^i_�_,� _,_� � _ �,�� ��� �� �W R � � � � � _ ��' �'- � _ r �, -� � � - F �GUARDRAIL " ._ -�_, - _,-- _ �.� , �,_,-��.,�, _ - - - F � , � �_ - w E._ F -_- _- - - - ;�-z=-�; � - � � � � � - � E°,R� S _ _ L / ,_, -' _ - E _ _ _ - - - - F E r� WEL� + 70.00 -L- E - - �-� � ,-�_; r -�, , �, - S P �.�� ,�� ' -- ���� � - F E � 50.0o RT. +so.�b -�- +oo.00 -�- E �� � ���� �� E+ 45.00 -L- � S IGO T 50.00' RT. __ 55.00 RT. + 00.00 -L- ��i ��; P + 55.00 -L- I L PT ST A. l73 +80.16 + 00.00 -L- �� ,, � \\ � � 50.00 RT. 65.00' RT. � 60.00' RT. , P / ��;, �k � \� �50 65.00 RT. I 55.00 RT. j � V I _, �1 I_� �� �, � - - �., �_-r"'�-..� r r-:,-i r '-�-+ '�-i ..�., _. _ : _ � PIPE OUTLET CHANNEL � WEL _ � �,�' - -� - = � � '-� ,�-, ��,-� +25.00 -L- +93.00 -L- W � �� \ USE DETAIL 'S0' s '' ° '� - ��° +20.00 -L- �� ,_r _,._r` ������ '�- JAMES RICHARD RUSSELL ; ,_ 50.00' RT. 50.00' RT. \\ 12, �'" �-- LIVING TRUST U/A 50.00' RT. �� `� �� � �� � �, 70.00' RT. '>l 65.00' RT -� � , � �B �9���� � �ti� ,�� ti, t; ;� � ����; Pipe Outlet Channel ; �- = BEGIN SB��='' � � _ _ _ ,r�--�=- �_ `��^ � see �etail'5�' ��� r _I- � , � - ,� �, a , � � -L- STA 170 + 30 ;�2Q` �, � �� .-�-� -,, � � ��, ,--, � � �; �, �, �_ • END CONSTRUCT�Q� ����^- END SBG � \ {�r =`���- � � � - �'- � �� � _, -DRV4- ST�-�� +���A��`� -L- STA 17 + 30.00 � � � � � ���-� � �-r� .� � ,�,-n ���-,� 1 � + 78.00 -L- �-�,�� �_� � - �-,-,-,s_ - ---� � , � �-� � , n� 95.00' RT��� � �r� \ �'� ; ` . r ' S -�=7�38' 06.9" W � �� �� TUGf�A�EG�EE hIVCK �t,t � �' � � ` � � �: 1 �� � ����� -� �� \ `' "� �-- 'r -DRV4- POT Sto. 11+25.00 � N o3°'S�S�° w _ _ -,- `� � �iT� �, �`� � 234e24' _ _- - . � A � 3�2,81' ;�' � , J� ���� N 09°40'IS" E �� HE 2-� � �" 3� �� �� � ��o. /" �- - � � -�---_ � / / ,. DETAIL 50 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2•� D �•1 Ground d Geotextile � B Min. D= 2 Ft. Max. d = 1.5 Ft. B = 2 Ft. Type of Liner= Class B Rip-Rap STA. 170+31 RT. (PIPE OUTLET) 5 TON CLASS B RIP-RAP 14 SY GEOTEXTILE 5 CU. YD. DDE D ETAI L 51 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� D �•.� Ground d Geotextile B Min. D= 3.5 Ft. Max. d = 1.5 Ft. B = 3.5 Ft. Type of Liner= Class I Rip-Rap -L- STA. 177+26 RT. (Pipe Outlet) 20 TON CLASS I RIP-RAP 39 SY GEOTEXTILE 15 CU. YD. DDE -Y3B- Sta. 15+88 LT. (Pipe Outlet) 20 TON CLASS I RIP-RAP 39 SY GEOTEXTILE 15 CU. YD. DDE � � � DETAIL 20 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� � Fill Ground ?.� ��p<'�e Slope D Min. D= 1 Ft. 1509 � - - �' ; ;, t - _ _ _ _ E- - - � E� � �JI � ,-, � � _ _ ,; ,� C _ �;�� GR _ � i< I-� �W '1 - - _ - - - �� ��� �FT FO -- '�'� O � �� - _ v ✓ � � I A � � "-' �`•'�� � r � � �� s � � �� �' e 1 - - � i } � �JJ � � � I �' � l �- `� N -zs - � � �_ - -�' 1S r M�� 19.15' �` � � � 1508 � e�. �507 � �'` �� - � � �� � � - - -- __ -- N V - � O N _ � ' - MAINTA - - --- -- - - , ED R/W M L � O �� vV �� '�- � _ ,_ , � _ ` - - -_ - o o ' � , ,-, ti . -� �� o 0 0 0 o N �1 + S 73°53'42' E r ' '� � - - - � 15 L�; - -. _ � - � �� - - _ _ -'- � - ,, _I5,07' P + 7067 S 78°27'04" E�� � '�� , _ - - , __ r � _�� � _ = y� _ _ 15 31' 14.59' EIP � + 5 II, � � � N 79°47'32�' W � �' ' , , � � 0 - __ _ �,-� - - - , , �,-�� 13,84' � +p� _,_ -��� _ �; - PDE � � ' �, - _ �W 15.07' � � P�E _ _ _ -_ -_ _ --- -_ -� -� -_ _ �r ;� ;��T INC. + � - - _ _ _- - - - - ',� ��" W�'� + 10.00 -L- c� _ _ - _ � � `7 - - - - ``� . �-� 62.30'RT. F ---- ____ ---- _ _ . � ,+ _ F _ __ � Est. 2 Tons CL B RIPRAP E+45.00 -L- E E F F -- F= F ---,��=�. -�1 ; ��I Est. 7 SY GEOTEXTILE / 50.00' RT. E -� 60.00' RT. � E � l-Y3B - POT Sta. l4 +43.3 ��, R; + 3 .00 -L- P N � 82 0' RT. WANDA S. HERREN °' N � ��T� C1 LIVING TRUST P JAMES M. HERREN z +15.71 -L- N��Ny. DB 1887 PG 26 0_ LIVING TRUST 50.00' RT. �� LOT C2 � N DB L087 CIG 22 I+ � 52 END ONSTRUCTION 53 � N���� -Y3B STA. 14 + 43.34 `� 54 �RR€� PROPERTIES. INC. �, , DB 18$7 PG 24 °� � =-1 -Jr LOT C� � � �� '� � �' DAVID R. DAVENPORT `� DB 2017 PG 728 N i36 S LOT 2 �� 2� 5,3,�� EIP � DETAIL 62 F w P � � ECM N � P �• N /9� 9/ " ^ _ F�u 2o S3 °2" e N � N Slope ',''� � � � v � m � N 2� 2, �9, � 2 Ft. 53�02„ F �/� S29' z 2 Ft. /3 i yNc v� unci - �.� u i�iN-i�uFi e FROM STA. 177 + 35 LT. TO STA. 181 + 00 LT. FROM STA. 176+50 LT. TO STA. 177+35 LT. ?? TONS CLASS B RIP RAP ?? SY GEOTEXTILE 2>3 2 Note: All Driveway Radii are 20' Unless Otherwise Noted "'9°Qs��3-� \ Note: Tie all Driveways to the Right of Way Line. Follow the SBG = SHOULDER BERM GUTTER "Pavement Design for Driveways" Memo Dated March 18, 2002 or SEE SHEET 24 FOR -L- PROFILE as Directed by the Engineer SEE SHEET 28 FOR -Y3B- PROFILE Note: All Proaosed Guardrail to Use Weathered Steel Unless Otherwise Noted SEE SHEET 29 FOR -DRV4- PROFILE N Z O > W � -L - PI Sto l82 +98.70 Pl Sta l93 +50.0/ Q= l7° 20' 27.8" l LT ) p= 3° 37' 48.2" (LT ) D= 4° 46' 28.7" D= l° 25' S6.6„ L = 363.19' L = 253.43' T = 182.99' T = 126.76' SE __ I,2� 0.00' SE = 4.02 .00' RO = l05' RO = 42' -Y3B - -DRV 3 - Pl Sta l0 +62.80 Pl Sto l0 +27.2/ 0= 95° 29' 34.9" l RT l p= 26° 28' S9.7" �RT I D= l90° 59' 09.4" D= 229° l0' S9.2„ ,w 3� ��' �°� N �A �� �� ��, � �� ��, N �0° IV'4D 8� �SRS 2��� � z L= 50.00' , L= 11.56', ,��/ I T = 33.02 T = 5.88 �, �; R = 30.00' R = 25.00' ^' �`�� SE = NC = S g7°00'15" W 16,82' 5 70°13'36° 91, 5��� S A�'���� DEBORAH K. MacDONALD S oo°i5�16„ E FRANCES HALL CRAWFORD 221,07� � LEE R Y H LL EIP ��s. 62 DB 1096 PG 220 �' a �6 � DB i72 PG 50 �J, S 66°I5'24,� W qo��g GIN EXPRESSWAY GUTTER 6L� /� -L- STA 192 + 92 -DRV3- POT Sta. 1Of79.56 � w LEE ROY HALL SAMUEL WADE w 30' � allo wiFE. -L- PC Sta. 192+23.25 D6 1z q P� 692 �, /� a d ANNA DEITZ HALL � �� a S 66°25'3�" W DB 796 PG 339 -DRV.3- PT SfO. 10+32.89 L.,J -L- PT STA.184+78.90 °� ��.02" _ `��-,, +76.68 -L- r� � 50.00' LT. , -�053'05" W EIP � ` ; PROJECT REFERENCE NO. SHEET NO. R -4753 /6 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,�����►�, ��,, ,,,� ������ �►►,,. ,,,•��.�H caRa� �-.,,, �,,.��.��, ca Ro� o.,, ;����Q��ESSIp'ti•�'1',y., `����O:o��ss'�o. tiy�i�� ; � ; . • � '1�y �. � = SEAL = ' �� SEAL ! ' = 035683 = : 032619 = - �� -�� �y: : '-,, O�' FNc i NE�� .� �`� �'.,�� '• FN� I NE`��'Q�.k'`,�. q`�� J. C���,�� � �'�`,s R. � SNP �.. �. . . ' � . �' ��,, �•�� ��uu�u►►•``. ,������„ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 56 N' _ - - S' EIP 138.10' 05„ w 16,81' � o ��`^"�-��-�,��� � � � 1 °53 � _ r � �r"� � �� SHOAL CREEK CROSSING LLC �� � �� �`�s `� �� �' �'�"'� l� ��°�� � � i��i`��x��' DB 1777 PG 251 � '� �-_ �, �, �� ��; � U�"� � ,-- �'_ -� . ; � � � ��-^�� � � H T R � `�� • ��, _5 �Zq2 � , � i o �5 3 � � d � �i �'�� �a a '� , �'_����, � AZ'3 / � � � ,� �� tg / �.�_ � � � Q � ��i' 3 �� /� N r� �- � t � ' � `=� � / � . � _ ` � �t� S S EIP �\ / ��%�� r- -- � ° � 4 �" C;(�C�dC � �-, � -� � - � � � �� �" a � �'` �y _ �� , \ ��.� - I o" N �`� �a � � � �-u, _ � ED / ` � � z � � � ,� �- Cr'� � � � � �=' q�AN�ON i�, A ��� r,A � r=- � '� �� J,� �'�.��� S 55°44 3�" 4� ' /'P�, � A _ ��'� ��"� ���� `�i� _,� � � W A-L -BL'3a `� � � �`'-� 1 �'� .�12� � "-'� �� r �.�� � � �� 24" BLK� � \ i + � � i ISFD `�- � \ / P"AUL ELLIS MILLSAPS �� �' � � '� � � �� � DEBORAH KAY �'��� ��.� ; , ,y 0 � +23.25 -L- �`�-�, � s 65°z5' 6" � MacDONALD � � -L� P�C SfO. 182+,3�. J�= � i' ���r,� DB 950 PG 415 ��,c� �' pgA Zpgl PGM567 9°$6 DB 767 PG 19 �`�'� � �' ��;W 50.00' LT. -Y3B- POT Sto. lQ+ 00 ,' - �� �`� - ' ��' -��Q oB 796 Pc 5 +oo.00 -�-��� i ��-, �� , I , � „ , ,_ +57.00� -L-; � � 0.00' LT. �� +30.00 L- BORE AND JACK INSTALLATION �`�--� 50.00' LT: '� � 2' BASE HEAD DITCH �„� DB 1096 PG 21 ���- `'� S�9 07 06.� W l �T ' _ _ � �_ � ExCAV/�TED A�EA � `.� �-,� USE DETAIL 'S2' � '� � � ����; , 50.00' LT �� RECOMMENDED `�_°� �� 1607 � 4s`> rr,- LNDEk i t)N�TRUCTIi�iN , �� +40.00 -L- � �. � � <<�� �w o - „ 66.00' LT. �� � -� �� ' � � � r,9-i � � ���� w �� .� w "� �� � �� 48 RCP-IV , � � �-r � 4 - � , i. � �. �_ ��� I�! � �-�,� - / +30.00 -L- � , � _ 60.00' LT. � ',� N � ��_' I c EN� XPRESSWAY GUTTER 50.00� �T. N��,`"`� � +20.00 -�- � �, � � P E � ' 16�5 � , ��w �; +78.90 -L- � +05,1 - _ _ _ _ , H�I 50.00' LT• SPECIAL LATERAL V-DITC \� 50.00 LT. ��,y R CHORD `- ,,- -v-� � , �� , , � -L- �T � 84 + %8.90 % 66.00 LT. P E . - - - -- 1 14 ` - ' 1-603 - - C - �' C G � _� , ; �- , ,-- - - - �- - r �Fo�=�-'-�`� A H� , 5 2C�7g1�5; 23" W �G � ' , , - �, �, � 4� � - `�__� � � - N - G�' - -�,-� _ , � USE DETAIL 22 � , _ � y_ 72°28'06" E � - o� _- �.�, �, ����� R���� 13.24, � c� - N i " � ��P � � - T FO - _� � r r��-I Q�( -I-I Vd` p O , -�- �; �� �� � � � � �� ��� END CONSTRUCTION `'-' ' Q � � �` 5 -DRV3- STA. 10 + 30.00 � Q � � -' � � � C --������' -DRV3- PC Sto. 10+2/.33 � �' � � `' ���� + 30.00 -L- z L � 50.00' LT. - + 50.00 -L- + 00.00 -L- C � ' , �_. ^ 50.00' LT. 65.00' LT. � ,-> / ` �='� � , C„ , � � � '� ` I - - ��� �- - - - _ , ` �,� `� � -�-� �; C E l � � � �� � ,_, r\ �� �� � � � `t � 16» � �_ \_� �! � ��� � -� , .� � , ������ � � �' F � � , `'��- � � - � - _� _ _ --- -- 6� - - � �1 T � , o R �` � � 24" -RCP-IV � - - - - _ � 612 �„ REMOVK - - �f�3 + 4 `,=,� t,�_ �^- - -�ti�ti �� ���� _ - -� � o �: FL WABLE ri�� _ _ - - ���MN �t _ WD ,���,�� � ��� /�� �� _ ' ��J,Q� E�P� � NC �L�7 -�7 L�ST Z '� 0 J t-� �'� �ri� �� Q�i� Z Z V V -� � � C - - - F� ���i� +62-8� - - _ ' � REMOVE _ - � _ " � , 2-8 1610 ''` �r - - - ' � -� - _,_L� , � �' � - -; + 7 5 � � - - - - - - - � � r� - � i-I W I 5 D 2 3' - - � �- -- - � w - � � � N - � �; r�� C� , ; �'-- - C _ - C-_ '='� �� 15,23' =� �� �MQ � - _ - - - - - Fo- - _ - � � `� �'j��j-�����'_-`' 1 ' - �c;zQ� �� - , � r-- C - - - � � - - �-- - � - � - �� - � - - '� - - - �, - /� - _ ,� 3' � 21 1620 <� �5,90 � �,� A i Co � �'�T�'� � � i�y� � ihl� � - - - _ A L`D�FC,�� � i �� ������ I � K -rn ' L�3� �U.��� W - � F�OCk L� ��1� � �. I/, -�-- � �_ � ' � � � � � , i � Q Q�m� E",T �y --- - - N O O S I I °N � I� �NED R/W i RUCI: i IW � � �- - - - - - -- ��'W WW IN / T �� � � \ ,,i ti2 M _ _ , ` _ � - _ + 1601 N�, �o; ���� S�;T 1617 � o o REMOVE-; _ - �_-�:- - _ - �U 3�J0_ 1616 � _ _ - F F - - R-- � C �-:.��. Wi� o °��Q�� . - �� o o � o � - � „ �'���'T � -------- --------- , �' � �� � ° , � F -o s °_' � ���� ��_� - - - � -- � ��� F F F F E-p> +23.25 -L- � � ` �_ ��� � d + 00.00 -L- � ,� �� ,,�. -� �, , -_ R ��i�� NF88°3�'�5" E CHORD -R' 50.00' RT. � , � �� z N p _� � � �� N 1618 � , � 1�b�06 � ����= 50.00' RT. � � W/�l� 7���, E ����: �� JB w/MH-�FD' �� 12,91' %Z PDE +75.00 -L- P � i�, �� p3„ 35� �`�, C-- U 50 +87 36 �: , � _ _ Pipe Outlet Channel E 50.00 RT. - "� PECIAL CUT DITCH �;r -� i C - ---- E 6L Use Detail 'S2' � - r ' - I5,1 ' 2� -------- � � _ _ w � � s �, � ��, S 77°26'42" W ��i C - d' USE DETAIL '21' E o, � �'�> � + 76.68 -L- - � � 26,23' R ElP ` �� p.� � _ Class B Rip-Rap +75.00 -L- +05.00 -L- � �-�, : E � `� ��� � s ' F , OT' W � E - � - E A � � , � ; � �' � ��. 50.00' RT. � _ 4 - `� �- S 84°28'39" +50.00 -L- # � _ - � -- - � �� � �7,32' BM 10 50.00' RT. 50.00 RT. � , - � � `�'� F - PDE � � 50.00' RT. ELEVATION 2166,53' S8.00' RT. � � �c�i� Fi�� ���A � � �� � ��' , , _ -, 58.00' RT. �� (� I UNDF_Ft � oNSTRi_iCT���r�i � � �� 0 F- - iP + 73.00 -L- �7 � , E �"- `� � � � , ��`� , , ,.� - _ _ - � v,- �� �� ��� +78.90 L� � +25.00 L- m � � , � � SEE SHEET IC-3 68.00 RT. ��� � I� n�-i� � � � _ _ _ ° � � 50.00' RT. 7 ' '� ' "� � �' S 66°I6'29" E 68.00' RT. Pipe Outlet Channel '' - �'� �' - - _ �` " � 62' / E�M � �_ HAROLD B. FRANKS 50.00' RT. \._, 50.00' RT. EQ � P�co 35,31'+45.00 L- Use Detail 32 - � - 3�. � � + 10.00 -L- � � � ' �° � , � � �Y,��- PC StO. ��f2� 78 5 AND WIFE. �<, 59.00 RT. .`�`'.� e � � a �Q�` 55.00 RT. Class I Ri Ra � � `" �' �� � � � '`�`�:�' �` �� -' � � r;f��� �' �60.00' RT�YNTHIA B. FRANKS I - � � i � � FRANCES G. FRADY p p - � �, �-�' , _� � , 73.00 RT. ti�� i� e Pi e Outlet Channel > a-[✓ � �\ '-� '` "' p AND WIFE "' ' -BL-40 � ` DB 966 PG 668 � / � � � s �r ROBERT L. CHASTAI� �i � S �°56�23�� + 60.00 L- �� � � � �, �, � � `'88.00' RT. � � � Use Detail 31 � ' � �- � > � � 7.32' 73.00' RT. � J i r, F U I+ 00.00 -L- � � , � CAROL D. FRADY +68.00 -�- � N ,�- I +15.00 -L- � , , �� 'S0.00' RT. �� � +60.00 -L- Class I RIP RAP AND W1��. � JAMES R, DAVENPORfi ,� � � � ' � DB 854 PG 21 50.00' RT. 7� ��� 50.00' RT. __ _ � ' ' - � I � VALERI -� CHASTAIN - � �`��� � 63.00 RT. z L� 63.00 RT. �� _- -� � ti� � � 50.00 RT. -� � AND WIFE. �� � �, ti,-,-� r��` �� w. � 55.00' RT. W;��T � � � DE 1455 DB 540 --- � _ � SHARLENE B. DAVENPORT� `�, �C� � � ' � ��°� ' / � , 75.00 RT. �7 ��r� 75.00 RT. / � � C° ^� DB 990 PG 484 ` � � �`"- C °' ; 73.00 RT. , � i � ---- �I `�' `� , ` � '� _ `�' ^ '� � � � CO� � 88 00 RT 100.00 RT. �� L� 100.00' RT. _ , " - _ , , � �° 2O INC. LOT I � � , , � ��, � __ �. _s � , , . . , , � + 05. - � , � -�� �'�'� ` '-'-' TYP. � � � ��` ,,-,, - - �' � , �, ; _ 85.0� T. 5�5 ; ; � -__ ; �,� � � � -Y3B - T Sta. l0 +79.78 ' � � " �s �o � _ � � _ / _ � , o � ,��� � �� �� � , � �� , � , � � ._�=� � --- ��-- ----ii _ - � �� � ____ 5 � �z - ------------ - : : � , -----,�-- � �-, � ; �,`,: ,,� �'3 �� ;' � � 0 � ,� � � / ,(; i , , , _ 7� I � �� � - ' -L - POC Sta. l94 f50.3/= � �' -ORV 3 - PC Sta. l0 +00.00 N 74° 0/' 05.3" E -L - PT Sto. l94 +76.68 S l6° 2/' 34.3" E � "'P ^�� FROM STA. 185 + 00 LT. TO STA. 186 + 00 LT. � DAVID R. DAVENPORT DB 2017 PG 728 � LOT 2 � � � � E�M � � , Note: All Dr�veway Rad�� are 20 Unless Otherw�se Noted Note: Tie all Driveways to the Right of Way Line. Follow the "Pavement Design for Driveways" Memo Dated March 18, 2002 or as Directed by the Engineer Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted P'� STA. 186 + 52 (Pipe Outlet) STA. 192 + 00 RT. (Pipe Outlet) STA. 189 + 96 RT. (Pipe Outlet) �� 15 TON CLASS I RIP-RAP 26 TON CLASS I RIP-RAP 5 TON CLASS B RIP-RAP FROM STA. 192+50 RT. TO STA. 195+00 RT. z 30 SY GEOTEXTILE 50 SY GEOTEXTILE 14 SY GEOTEXTILE 11 CU. YD. DDE 19 CU. YD. DDE 5 CU. YD. DDE STA. 186+57 LT. (Head Ditch) 18 TON CLASS I RIP-RAP 30 SY GEOTEXTILE 9 CU. YD. DDE BDO = BERM DITCH OUTLET SEE SHEETS 24 & 25 FOR -L- PROFIL SEE SHEET 28 FOR -Y3B- PROFILE SEE SHEET 29 FOR -DRV3- PROFILE N Z O > w � -Y3C - Pl Sta l0 +3/.78 Pl Sta ll f 29.79 Pl Sta l2 +18.13 p= 79° 04' S2.9" (RT I �= 8° 46' 24.1" (RT ) �= 92° 36' 40.0" (LT l D= 229° l0' S9.2" D= 22° 55' 05.9" D= 409° l5' 20.0" L= 34.5/' L= 38.28' L= 22.63' T= 20.64' T= l9.18' T= 14.65' R= 25.00' R= 250.00' R= 14.00' SE = NC SE = NC SE = NC R�W TO BE ACQUIRED BY PERMANENT EASEMENT. k,F_IP '���, 6�e ,6'\�6 -L - Pl Sto 205 +28.46 p= 9° 44' 46.4" l RT ) D = l° 08' 45.3" L = 850.52' T = 426.29' R = 5,000.00' SE = NC Nqp g�N SRS 2007 EIP N 22�a5'�a" w 2q�,82' � 22,53� AO° E "as, `�' 6 5 36'3� EIP 9�, Si , � �6 S 2q°08� q4 EIP J' 55 •�1 R1W TO BE ACQUIRED BY S 2A�44'`5�� � � PERMANENT EASEMENT. ,42°3° r �, PROJECT REFERENCE NO. SHEET NO. R -4753 /7 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �u�u�u�, , `�� ��� � ,,����n nr����� .�`���� �AR�I ��''. ��o��N.CARO�i,�� ;����Q��ESS/p',y•��L,�'�; :.�����oFESS�/�. ti9�,,,. - S E A L Ql - ' �•� SEAL �9l.� = - 035683 = : ��. 032619 � = :,,� O•'Fi�,G► N�E� : �`��:' �'.,��'• :�N� I NE�,�'Q��c'`�,.`� ,',Q`'�oi•.�', ,C��`O`��,,` ,,'�S �R i � � ►►P�,,• ,��������� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � o -L- POC Sta. 203+44.25= E,P R�W TO BE ACQUIRED BY MpRTIN s- -Y3C- POT Sto. 10+00.00 PERMANENT EASEMENT. A N D RAND W�FE, s S 74° 50' 44.4" W ppR15 S. MARTIN EIP 42 PG 336 ,E /\� ��'\s�, �B 3 S 2Qq\38� --� vMi�i� i i� IF�� �r�r� �Cr� X� i� i-i�\� �� 696� EiP a � END EXPRESSWAY GUTTER s „ � � -L- STA 207 + 68.00 �, ' � 23026 2a I ' ' � 5 \� � g9' W � , s,�g���8� %�> � , � ROBERT L. CH STAIN � � �� 1_, -BL-43 ��-� ,'� �� _�� -L - PC Sto. 20/ �02.18 i �a _ � _ _,,, ` ' � �j ��� � � � E'P � ��, ��, END EXPRESSWAY GUTTER " � � � �``,-� � -� , , -L- STA 199 + 68.00 ,;, � � �.'�� ������ � � _�7 9� � � , � a � � � �.�� � � � ; r�`-L� � i � . 'G.-. �_ � =� / �-�, 4 _� pg 1603 P 314 �" �-- �_ ' s � ' _ �- � ` 7/ / _ � � �- ; , ,, , �� �.� � � �� I�F_',R� , ._� ISBI�; �� � �, � �'� '� i �5 -BL-42 ��� , qF�T _ AP I � � �� �� ' ' S 12°I9'53" E S 12°05'24" E ,."� _ � ��_� . � � a � � 40,11' 29 8��- BEGIN EXPRES WAY I��TER � �� CHERRiE ANN MosEs Ax�� � ���c �, ' �' � � �/ � s"'� � , � � � � L`- -� $��� 2 �3 -I- 5 1-,, �-^� �z- DB 566 PG 481 ' w � � � �`t o �� � - W �. 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USE DETAIL 'bl' � � i !/ �' �'t � � -, . �� ^�+ � � � � - �� � ,' °�,�� � � Q � � U ��� HT� % �, � � ��'� ,�� �� . ,. �, _ -Y3C - PT Sto. ll +48:�9 � � �� I , % . �� �_ �. • oBERT L. HASII���N �Q ;�.i � ,-,�'�'' 'rn � �j�U NEVILLE A. OWEN -� �i �,��, � � ti�'aa N /�%��J' S.�"_UIf- ��_i � � � , I �, AND WiFE. � ��1 "' �- ,%'� -; ' �� �` AND WIFE , /� � �� ' �`, � ��� �a�o`� ' � - C, � � � �� ��' � A�ER�E A. ���NAS[[Au�-�°��'�' � , �� ���� � ,o , \ , , ��, TUCKASEIG � BAPTIST CHU��CH �,_ , �,� ,�� , , � og �2�0 �a 22e �,� ,-�-'� ��� ,� � � �� WANDA MOSES OWEN a�. ; � ��-�� ,"-�' �, DB � PG 406 �1 - � ,� ' �"FLUSH OUT DITCH '� �' �� � � � �� I � � � � , � ` ��� , � � � r ��� DB 2136 PG 746 +57.00 -L- � � ��-, ,' `, �' � NE MOSES LS. 9 ` , - =`� � -Y3C- PC Sta. l �.3.�i� � � °� , �s°zs� �2�� c�i� � S MAXI BOWMAN. ET. A � �� � �`���> 5 � � f �� \ � - �� R �, ` �,_, � � � � �� .�, 170.00 RT. � zti , 1 >' � �� � 'z, �` � � OB 170 PG 547 90 � � �- � �� C, � �,� � ,� � i / I � �1 ' ` / 1� _ � � F � n �= F o � E �� � �- -- �`�, ��' ' `� � � � � � � _P� ANE �,� �� ' �s-, 01'�� s 9� ,�' ;? +65.00 -L- I_ � �� � �-' � o� � • `` "���' � � ''� %+ - - 6° _ �' � ,� _ _ F a �> 70.00 L �_ , 149.00' RT. � � . � j , , BL 41 S `°' °�- " - �_�'� - � � � � , 196.00 RT - `� - � --'���� C�� ,r�� � � �� �� � i �' ���_ �o,� �6„ �2 �'l"F" �� � PUSe D@tal� �53�'nne� ' '`'� � � �� _'� �' , � ,��� Pipe Outlet C�iannel -�O O� � T � �' ' ' , � � � � � Use Detail '60' Qa � , EIP S � � � � � � � NEVILLE A. OWEN HT N' o ; i E�P� AND WIFE, � � � � �� � �/ z R�W TO BE ACQUIRED BY PERMANENT EASEME T. DETAIL 53 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� D �•.� Ground d Geotextile � g Min. D= 2 Ft. Max. d = 1.5 Ft. B = 2.5 Ft. Type of Liner= Class B Rip-Rap STA. 201 +62 RT. (Pipe Outlet) 5 TON CLASS B RIP RAP 14 SY GEOTEXTILE 8 CU. YD. DDE WANDA MOSES OWEN � DB 921 PG 78 A1 �`' 9 �� 9�a � QQ\���0 9.i\9_ Gj -I TAIL DITCH FROM PIPE OUTLET 24 CU. YD. DDE EIP DETAIL 61 CUT DITCH ( Not to Scale) Front o� Ditch Natural � p,'1 yt Slope Ground 2•� F\�� D Min. 1 = Ft. FROM STA. 202 + 50 LT. TO STA. 203 + 00 LT. s FROM STA. 205 + 50 RT. TO STA. 206 + 75 RT. 9�� 6S i`si5., 60_ Note: All Driveway Radii are 20' Unless Otherwise Noted Note: Tie all Driveways to the Right of Way Line. Follow the "Pavement Design for Driveways" Memo Dated March 18, 2002 or as Directed by the Engineer Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted . PROP. PAINT STRIPING SEE SHEET 25 FOR -L- PROFILE SEE SHEET 28 FOR -Y3C- PROFILE N Z O > w � C�' ��° _�� � o Q�' c, �, s, BM#17 �� �p^�? � � S i3��,39 LEVATION 2161,17' v 4,,� � �, SHEET IC-3 �i P p�. , o�� `� S/3 � 3g„ s Sp 3� 2/„ w • �s- w g � �� i\ �v � �� 36 �S9\ � � E � , -Y4 - POT Sto. l3 f76.5/ � � ��"�'��� �, \ � , � -B� 7-56 N � � , , �' , �;�� ir�� ��� � s '� // 5� /�� ���� ' ' - _ r-" �3 3� _ //r�/� ��� � ' � �� 3�0 25 ,,, w �/� ,. � // ,- � �� r �, ,, � L� � �� //� � �� \� ��� , \ � i -L - 44/0 lV C l07 6400 -Y4 - NC 28/ /370 2000 840 530 1200 800 20/6 ADT 2035 ADT 4/00 -� - 6000 NC l07 � % �� I II ��`_�� � �l� �� �� � � � A I�I � � ��`� C � �� � �� �� � � � �s ', ;_� ,;�� � , , , - NA �- � � , ��� � �:�_ 8� � ll r � � SRS CHERRIE ANN MOSES `i��'` �� � ��� �, ���, ���'�� �`a �' , � , � 2007 DB 566 PG 481 �`�� �� �� � `��� ,�e��� � � ,_r _�,l !L�- � � o, � � - �� , � � � ��r AUBREY E. HENDERSON II � .. ,�`� ��_;_�/ / \ ; � r% � k AND WIFE, s i2°rq, I END CONST�I�l7CTl �,� �/ �%�� � k � � HAZE� C. HENDERSON �3 98'� �� -Y4- STA.��11 + 85.0 ����/ //7'p '� � � � �SF� �a � 9°89, `" � � , �Q � -- � �. /� DB 246 PG 39 �� // �, � ? � � 6�/� � � � ��-, � �� AUBREY E. HENDERSON ` � �- J� � �� -L- PT Sta. 209+52.69 ,-����� + ��i� �,��� ?'���,_,; � ,� , ,.��� �� aN� w�FE, y 9°64 ' � ' ��� �-� � `� � �� G'`AUBREY E. HENDERSON HAZEL C. HENDERSON � II � - 52 01' ,�'� � � �, � +52.69 -L- �,-, ; � � �/,% � �� �'�L�'� � AND WIFE� 50 0�' L�s �� �C��, 0 �`� � �� ��[� �� �� HAZEL G': HENDERSON DB 1098 PG 350 � � � �� ���; � 3��_, � U.S. POSTA �,�` '- �- r� DB 31`� PG 269 �� s i2°o5�24,� E�;. � _ Ei�, �,�-���/�� ��� � � SEF�(ICE LEASE \-� � � � ' ; � � �I 2qg,3a� � -�, �- -_- , �,- � _ ��� DB�4I► G 559 � ���-�� � � ,� � �� v �� DO NOT � ,_ �� / �`��� ' � /� �__ m ,,� __=M:__ ___ /�-r � , �, _ - - - ___--- - ,; �� - � �� -�, ��r �� �-� DISTURB ��' � I ���MT��u ; - I �4 �so� ' / e�r �,'� �' � / ��� � "� WATER � I ��- � �-GAS-6,00� GA � � �� �ipe O�,iet Channe �� ' �� � �-`� � SPECIAL CUT DITCH , I-GAS-890C�0 GA ARY C AN1F�7RC�-SbIITfi-- -'��� /'� 3 '�� See D t� il'3 ' I��K /� i��l �-� s LINE USE DETAIL '23' II -����E�-,9����� �,q� B 512 PG �34 �,; _� ��� ��„=T �-�FF�� �� =�`� ,=' � E N D TI P PROJ ECT R-4753 � =-<ERC�SEP�E-I,�C�O GAL � $ 07 PG 18 � '��/ � � � �C� � � ,� o;� �` /� �� �I-DIESE�-2,000 ��A� +6�.41 -L- �"�� 3 EMmVE �T� �3 �,� �� o� -�- �7�f'�. �� 4 + ��.�� � 50.00' LT. � � � ° � � `�� F,'S7 � � � '%' \� 4� r FLAi=�PGLE �� r� ���w ti ,1� � � ,, 200 LEF� � �,� i %� % 3 �c� _ � � � / z +i9.6� -�- � o � 59.97 LT. -BL-45 +50.00 -L- � � TURN LAN�E ��,�`� 18'03�� -o �� �� ��, ! 1� ' RIGHT TURN LANE � � � %� " -L- PT Sto. 2/5+52.89 � .�N�`, 10� f�4 � R �, �' � r , °� - - - _ - � +10,06 56.80' LT. � II - R _ i �� / ��� � � � 1806 _ _ C - -��'M RE �N� Ri � �� /-'� � 62048' � ' - - � - �'- - � - � M -L - POT Sto. 2/9 +12. 9 ,� , � 1801 2G1 - - - - / /�3 > > � I I - - - D v �� � -� � �I-IW 1804 M / +62 I � � F + � I _=_= r�l � / � ��6` � �z ° ,r� �--- F ---- _F Ls � � � � II Ri � REMO �� N - - \ - - r- R 0 C � 1-I W � � � EX PROJECT REFERENCE NO. SHEET NO. R -4753 /8 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER `,,`����n � � u��,,��� �����nn n►r���� ��� H C AR p�.,�� ,��.�.�H . CA R p� �.. �������Q � ESS /p'� ��'y :� ,��� �O , o� � s'S'�D . �Y9�,,,i ' �. � '��� �9 �' = = SEAL = ' SEAL �� ' : - - 035683 = : � : 032619 � = � .' ' : � � y: %�O �' �,NGI NE�� : '� ``�� '������i `.`�iy� � NE�,�Q�.k,��` � � .,9 � v ,,Q�'�� ���n ��0��``� ����5•'R��S►►P��,� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED /S I I I � �„ �� M �;, � \� " , „ REMO E � n o o � � � r R'w � � � I I - - - � --- T--�_z ��- - -- -- N N (V / � _ �_ � \ p r - - - - - -�� _ --T _ _� -- - �i5 � �---���� �� 0 8� 7°05'06" W� ,,� _ -i; WW � � I W � � � T - - - - _ _ � iV�� /u � 6 � � � � � , ELEVATION 2158a03' � i �� . _,1� , +'- - , � " - � � - - _ u+ O �r �, 1 � � �N 08°58'46" ,' EIP" `_� 1581.12-^� �`�5 �� �U 3�J �/ '�` x -- `r'� _6 , � M _ B�, ��\\ � \ SEE SHEET IC-3 � �-�' _ _ ----- ------,_-- , � -�'�- � - ---F - - -- - � � ���� I +77\ I F - 1805 � 2 � -- � � �\ � � � 20 I II '� ��,_`-r _ _- - - <<, � � v� � \���;, � 81,98' � �''� RETAIN � ��� + � � � II � a0 � � �NC. �_\ � � , , � O F � - E . EXISTING R/W �� � � � \ \ � � � � � I � M ` �� � � � E PD � � E r- > � �� �� � L �l N rn p � � � � � �'1 +52.69 -L- + 3��' TAPER / GTD O ExIST c R� ��\ I � �� � I II �`+ 1802 � 50.00' RT. �; + ��w \ � � � I s , � � � , _, i / � _ � � � � � -BL-44 „ +19.67 -L- � � \ 7 2�. � � J i/ (/� +36.00 -L- -BY7- - ���� 60.04' RT. � � , �J�. '� � �� + 10.00 -L- 50.00' RT. + 50.00 -L- � � �j �� � � � � ` � � � +41.20 -L- Pipe Outlefi Channel -� �� � 60.02' RT. � � � I � � � %� �� � � `�, 50.00' RT. 70.00' RT. 50.00' RT. See Detail '33' `� ���, I ��, ^I 70.00' RT. 80.00' RT. �- , � � � so.00' RT. � � `_ � END GRADE � � ; \ i ` '��__ � `� -L - PC Sto. 2/3 +19.67 -L- STA. 214 + 2 5 . 00 � � '�' Pipe Outlet Channel � ° \ � � ; , � � ; � See Detail '54' <n � � �� � � NEVILLE A. OWEN \ � \ � ,� ��� I � AND WIFE, - +41.21 -L- ��; ETHEL MOSES �- WANDA MOSES OWEN ,�� 60.38' RT. ���' '� CHERRIE ANN MOSES E THEL MOSES +77,20 � ���� DB 2136 PG 7a6 ' -L- POT Sto. 2/0+34.87= �,`� CHERRIE ANN MOSES 72,62' �' �_ , �. DB 121 PG 496 � -Y4- POT Sto. l�f��.�� � DB 121 PG 496 � �� � � � �� �� -�_ - _ �j�8 � ;� -� �� s s � �� � �N ,� _ 7�6 MAXINE MOSES BOWMAN. ET. ALS. DB 170 PG 547 DETAIL 54 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� .L•.� Ground d ° Geotextile � B Min. D= 2 Ft. Max. d = 1.5 Ft. B = 2 Ft. Type of Liner= Class B Rip-Rap STA. 209+30 RT. (Pipe Outlet) 5 TON CLASS B RIP-RAP 14 SY GEOTEXTILE 5 CU. YD. DDE DETAIL 33 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �• j D ry.� Ground d Geotextile � B Min. D= 1.5 Ft. Max. d = 3 Ft. B = 3 Ft. Type of Liner= Class I Rip-Rap -L- STA. 212 + 79 (Pipe Outlet) 15 TON CLASS I RIP-RAP 30 SY GEOTEXTILE 11 CU. YD. DDE -Y4- STA. 10+74 (Pipe Outlet) 15 TON CLASS I RIP-RAP 30 SY GEOTEXTILE 11 CU. YD. DDE DETAIL 23 SPECIAL CUT DITCH ( Not to Scale) Front �� Ditch Natural � p'1 ,�gt Slope Ground 2•� p F\a� Min. D= 1.5 Ft. FROM STA. 211 + 50 LT. TO STA. 212 + 80 LT. 23 ss S�, \ o��„� � S /8 38 86 Sg„ !y� � ^�� �o �'� �� Oao � ti -L - Pl Sta 205 +28.46 � = 9° 44' 46.4" (RT ) D = l° 08' 45.3" L = 850.52' T = 426.29' R = 5,000.00' SE = NC Pl Sta 2/4 +36.86 �_ l3' S9' 33.2" �RT l D = 5° 59' S8.4" L = 233.23' T = //7.20' R = 955.00' SE = Exlst (.041 Note: All Driveway Radii are 20' Unless Otherwise Noted PROP. CONC. ISLAND �Note: Tie all Driveways to the Right of Way Line. Follow the PROP. PAINT STRIPING Pavement Design for Driveways Memo Dated March 18, 2002 or GTD = GRADE TO DRAIN as Directed by the Engineer SEE SHEETS 25 & 26 FOR -L- PROFILE Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted SEE SHEET 28 FOR -Y4- PROFILE Note: Transition From 6' Paved Shoulder to Existing -L- Sta. 213 + 51.03 to Sta. 214 + 01.03 Lt./Rt.