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HomeMy WebLinkAbout20160906 Ver 1_R-4753 Jackson September 21 2016_201609217'CRT'! SJ? Di�{3 � 101'! September 21, 2016 U.S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator PAT McCRC]RY Governar NICHDLAS J. TENNi'S0N S�cretary Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality Certi�cation for Improvements to NC 107 from just north of SR 1002 to NC 281; Jackson County; F.A. Project No. STP-107(10). TIP No. R-4753; $570.00 debit WBS No. 46125.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to improve and upgrade 3.7 miles of NC 107 from just north of SR 1002 to NC 28 L The existing bridge will be utilized as an onsite detour during construction. There will be 389 lf of permanent impacts to surface waters from stream relocations, culvert extensions and roadway filL There will be 0.03 acre of temporary impacts to surface waters resulting from this action. Mitigation has been acquired from the North Carolina Division of Mitigation Services (NCDMS) for the stream impacts for this project. Please see enclosed copies of the Pre-Construction Notification (PC1�, DMS Acceptance Letter, PJD Form; Stormwater Management Plan, Permit Drawings, and Roadway Plansheets. A Categorical Exclusion (CE) was completed in June 20] 1 and distributed shortly thereafter. Additional copies are available upon request. This project is located in a trout county; therefore comments from the NCWRC will be required prior to authorization by the Corps of Engineers. By copy of this letter and attachment, NCDOT hereby requests NCWRC Review. NCDOT requests that NCWRC forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application. Concurrence has been requested from USFWS (Letter dated September 20, 2016), for the Indiana bat with a biological conclusion of May Affect; Not Likely to Adversely Affect. �'�'Nothing Compares=�..-- State of Nordi Carolina I Department of Transportation � PDGA-Natu�zl Environment Section 1020 Birch Ridge D�ive, 27610 I 1598 Mail Service Center � Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-57R5 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 �aF wArE9Q Office Use Only: � � o c Corps action ID no. ��. , � � � DWQ project no. � �` Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 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 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T ❑ 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 1 45 construction River � INT ❑ DWQ 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 � 8 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 12 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 ora T re uired? 61 ❑P❑T ❑Yes ❑ No 62 ❑ P ❑ T ❑ Yes ❑ No 63 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See Stormwater Management Plan - 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 Mitigation Services EN VIRONMENTAL DUALITV PAT MCCRORY co,�e, „�, DONALD R. VAN DER VAART s��, e��„ 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) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on September 15, 2016, the impacts are located in CU 06010203 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 389.0 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 pemut application for details. The impacts and associated mitigation needs were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as deternuned 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 919-707-8420. Sincerely, Jam s �. Stanfill Cre '�anagement Supervisor cc: Ms. Lori Beckwith, USACE Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: R-4753 State of Nor[h Carolina Environmental Quality Mitigation Secvices 1652 Mail Semce Center � 217 W. Jones Street, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T ATTACHMENT A PRELfMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Jeffrey Hemphill, NCDOT PDEA, Century Center Building B, 1020 Birch Ridge Drive, Raleigh, NC 27610 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 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)/: EastLaporte 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: september2o, 2o�s � Field Determination. Date(s): SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, w�e checked and requested, appropriately reference sources below): ✓ Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: rvc�or � Data sheets prepared/submitted by or on behalf of the app ' nt/consultant. Office concurs with data sheets/delineafion report. Office does not concur with data sheets/delineation report. � Data sheets prepared by the Corps: ❑ Corps navigable waters' study: � U.S. Geological Survey Hydrologic Atlas: � USGS NHD data � USGS 8 and 12 digit HUC maps � U.S. Geological Survey map(s). Cite scale & quad name: 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): Nc�oT 20�2 or Other (Name & Date): � Previous determination(s). File no. and date of response letter: � Other information (please specify): 2 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. 3 This preliminary JD finds that there "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 Number Latitude Longitude 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������ti �ati, North Carolina Department of Transportation St[)a 1]1�vdtP!' Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 39999.1.1 TIP No.: R-4753 County ies): Jackson Page 1 of 2 General Project Information WBS Element: 39999.1.1 TIP Number: R-4753 Project T pe: Roadway Widening Date: NCDOT Contact: William (Bill) Zerman, Jr., PE Contrector / Designer. Carlas Sharpless, 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. ov Email: csharpless ncdot. ov Cit /Town: Cullowhee Count ies : Jackson River Basin(s): Little Tennessee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Len th lin. miles or feet : 3.74 Mi. Surrounding Land Use: Rural Residential Proposed 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 (veh/hrlday): Design/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 Body (1): Tuckase ee River NCDWR Stream Index No.: 2-79-(24) NCDWR Surface Water Classification for Water Body Primary Classification: Water Su ly 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) [ lif ;1Z�e'�]�' North Carolina Department of Transportation St(lt 117���c1fiP!' Highway Stormwater Program � STORMWATER MANAGEMENT PLAN (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 39999.1.1 TIP No.: R-4753 County ies): Jackson Page 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 Primary Classification: Water Suppl III WS-III) Su lemental Classification: Other Stream Classification: Im airments: Aquatic T8E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Brid e Spannin Water Bod ? Deck Drains Dischar e Over Buffer? Dissipator 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) � � � I � .. � V W O QC � � � See Sheet 9A For Index of Sheets ����� �� ����� �������� ���%�5�� � �� �I� ���������YS JA CI�S01.�1 CO U1�TY LOCATION: NC 107 FROM NORTH OF SR 1002 TO NC 281 TYPE OF WORK GRADING, DRAINAGE, PAVIIVG, £� RETAINIIVG WALLS SURFACE WATER IMPACTS PERMIT -YIKtV- JIA. 11+15.UV -Y2- SR 1737 CANEY FORK ROAD � � END CONSTRUCTION ITE 1 ' � —Yz_ sTA.,,+40.00 -Y1REV- (SR 1735) 5 `�� Ir—�— � HELEN ZACHARY ROAD �i � v\ �c Nc io� = 2� 6 - - -DRVI- v��� NC 107 � � \ I r�KaSECF� �l , - — - � _ 1 + J j f _� . ' 1/ �', * , -Y2A- _�, _ / SITE 6A � SITE 6 j SITE 5 � �SITE 2 N ITE 3 S � � � � � '�, � SITE � E PROIECT REFERENCE NO. ��� SHEETS o�Co R-4753 � PROl.NO. .w.PROI.N . EscRIPT1oN 39999.1.1 STP-010710 P.E. 39999.2.FR2 STP-0107(10) WW & UTILITIES 39999.3.7 STP-01071101 CONST. PERMIT DRAWING SHEET 1 OF 27 ��� SITE 7 ,4 SITE 8 � � nisroeic�� � � END CONSTRUCTION =ROP .- i _p q.�, -DRV3- STA. 10+30.00 � ' � K.asece� � . �O' � �S END STATE PROJECT R� � �fi ' . � —L— STA. 214 + 50.00 � �� ,V � END CONSTRUCTION � � -Y4- STA. 11 + 85.00 RETAINING 6 WALL #7 � � � ��R�3 � �� ti END CONSTRUCTION * /�� �G RETAINING -Y3B- STA. 14+43.34 � WA� � �3C n� 4 END CONSTRUCTION END CONSTRUCTION �� � � -DRV4- STA.10+83.00 -Y3C- STA.12+30.00 \�� � _I � � �' � � � r� c ,a� * — — -� z- , -Y3A- , " - , - � - - -- � _ �� =� 1 � �- _ _ TUCKASEGEE _RIVjER _, _ _ _ , � I � END CONSTRUCTION _O -Y3A- STA.17+85.92 � BEGIN STATE PROJECT R-4753 }> \BRIDGE #781 —L— STA. 15 + 50.00 � o 0 � F �' �DESIGN EXCEPTION REQUIRED FOR: � •� 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 � �' ADT 2016 = 6270 � � 5o z5 0 50 �oo ADT 2035 = 8800 z `ItIT�� — K = io �ro � PLANS ��� D= 60 % LENGTH ROADWAY TIP PROJECT R-4753 = 3J43 MILES ��� � 5o z5 0 50 �oo T= 9 %* ��'� V = 40 MPH w�w ��a O PROFILE (HORIZONTAL) * TiST =2% DUAL= 7% ��z "�� FUNC CLASS = ��w 10 5 0 10 20 ��� � MINOR COLLECTOR ��� ��� PROFILE (VERTICAL) "REGIONAL TIER" ��� Prepared in /he Office of: DIVISION OF HIGHWAYS /000 Birch Ridge Dr., Raleigh NC, 27610 20/2 STANDARD SPECIFICAT70NS RIGHT OF WAY DATE: JAMES A. SPEER,_ PE MAY 2 9� Z O� S PROJECT ENGINEER LETTING DATE: DANIEL W. GARDNER, JR. PE DECEMBER 20. 2016 PROJECT DESIGN ENGlNEER HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. \ / ` / BR,LY J. MELTON 5 pND WIFE. MARiNA 0. 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DWAY DESIGN HYDRAULIC ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION � � '!' a ��� PERMIT DRAWING � ����� � , � ' � �,� �� _ S H E ETi�� 2 7 �� � � f � � � � � '\r''� – �� �. p �\ � � � � � r? ``�20GER BRUCE WACHOB ' 7�,� �� � _"'� '`� � � � �� � j. ___ _ _— ____ —_ �� - . / 4 To�s �� � O�rlet Channel � 8 SY Geote De}a'il'42' / ANDALL C. LANIEI AND W�FE. SUSAN B. LANiER DETAIL 55 STANDARD BASE DITCH 1No�m s�aie� ��ai G�ound ./ p 1� Grau,d d Geo�ex�la B Min. D= 2 Ft. Man.d= 1.5 Ft. B - 2 F�. SIA. IY+YL HI. (Yipe Vutlet� 5 TON CLA55 B RIP-RAP l4 SY GEOTEXTILE 5 CU YD.DDE DETAIL 41 STANDARD BASE DITCH , �a„o s�a�e, G��,o� No,�,a� o�nd ,-� 1� Ground d_ D G .� e� g Min. D=1.5 Ff. 'NOTE�.NO R�PERAPIN Ma�.d=1Ft. B=2 Ft. 8 TON CLA55 I RIP-RAP 54 SY GEOTEXTILE 15 CU. YD. DDE DETAIL 42 STANDARD BASE DITCH ( No� �a s�am� Gm�,oi Naw.ai ro��d 4.I D p� Ground d Geoee.�le ' g M n- D 4 Ft Mox. d= 1.5 F�. 8- 4 Ft. T e of L'ner Closs I R' Rop P pe OWlet vt Sto 23 � 54 RT 26 Ton Clos I R'p Rap 50 SY GEOTE%TILE 10 CU YD DDE DETAIL 43 STANDARD BASE DITCH ,�o„o ��a�e, No,�.a �a��.o� Grouid ,� D p� Grauid d Gaoren� e�� g Min D- 2.5 Ft. Max. d= 1.5 Ft. B= 2.5 F. � RANpALI C. LAME AND WIFE. 4 $USAN B. UNIER "� APT W � � ��� � �� hw J�fihSEGEE RNER �\ 4 Tons CL�IR prop_ 8 SY Geotextile � � � � �'N � �Y CqN��Y \ �� c�,pP� Sfto�,FO `_ �_� r�.�;. r � .� ' � _ A� � ��,~ K� i � �Jt . F�. � � � � � � < \� �\��`�F ��� \\ \,.� � ,� �4,.,� z�.: \`' � \�,�'\\ \ \ � � � \ � �� �, <. �� \3 4.� � < 4z \ �'-`�'' � _ y � � , � � � , `, ���. v. �� �� `� ,;. � � V � ° `� � � �E��pg��. �.�� �� �,\ �� . ���$ARNES GANT iaz � .� � � \��c,;3 \ � � ��. \ 41\ .� \ � a � \� N � \ � � � . n . . �C\ `� R �. Ly ,9...: `�:.� � loo O l0�) G�/-i�l Ill� ��/-iL� �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER z 0 > � , ,� �, /�. , �� �/ % 3/32016 ' � qtnguyen R:\Hydraulics\PERMITS Environmental\Drawings' R4753 Hyd prm wet sht4 enlarge sitel ►� � � � / � � i � � � � � �__-- �_ _— — '_ � � � / C � � � � � � � RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 4 OF 27 ��, � �� � �R������� s���� �DENOTES IMPACTS IN SURFACE WATER � �DENOTES TEMPORARY IMPACTS IN SURFACE WATE Z O � 9na�o�a csharpless R:\Hydraulics\PERMITS_Environmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_sht8.dgn R-4753 8 RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION MALCOM M. NOOPER,JR. AND WiFE, MiCNELLE C. NOOPER 1 �°� PERMIT DRAWING �,�� SHEET 5 OF 27 / � �� � 3 Q KENNET�N R. OUEEN �P \ AUq wIFE, \ PATRICIA A. OUEEN ITE 2 � � � �,� ,- - KENNETN R. OUEEN � �; c zci z�� k AND W�E. sFo � �NF� � PATRICIA A. OUEEN 2 29 � �� E v � N� � �' KATHERINE BARRY \ � oc —__� � n, za�. C � F � Ei. ALS � ��� \� � �, � � � � �� /� __� �— � F 4� _ C , -1 Fi� 1 � � �i A �� . zsFo STA. 82+50 RT. (Pipe Ouflef) 20 TON CLA55 I RIP-RAP 39 SY GEOTEXTILE 15 CU.YD.DDE ��� � ��� G�HI �"��C �C�A�� �DENOTES IMPACTS IN SURFACE WATER �� �� ��� � h � ��. � � �DENOTES TEMPORARY �� IMPACTS IN SURFACE WATER ` i—� � � �� � � / � , � � / / �. .� � � �— ' / / / � -�' \ � � � � � R-4753 8 .,I� ...,�, � ~'� �� � �� �� � . `` . \ �...,� "�� � . � / � � � � \.\ � RM' SHEETNO. � / . . � � ) � /"_ . / � \ � i�. \ � r, //�I / ��'� / .,� . ` ..��: `.� , � i�-' ., / , .�,;�;. 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(P p O tlet) 1 J I � V G1:A55--8 RIP RAf ~' ~ � \ � \ \ \\\\\� � SY GEOTEXTILE ��--� i � _ � I £ii-Y6�DDE - - --.�:� � � _ /r �°� � VA ���� t. _ /� �� � - � � \\ \� � 1\ � �" � ��� � � A� \� � � � \� Qr � \ � � � � — �� ',� � �� ���� \ �� ��� �&��� ����� r �. , �a. �� "\ \ ,,, �_�:� � ���.A\ \ \ � ��'` � �� ���\\��\ 1 1 � �DENOTES TEMPORARY �� ������ � �� IMPACTS IN SURFACE WATER '' \ \' z � / � � � �,--��, �� — — 24 ,)OEM! M. CL K , --� AND N�E. . JENNIFER B. CLARK JOMN M. CLARK ANO M/R'E, JEMi�ER B. CLARK 4 \ � � � o ` � _ r o � � � nr/ I � J 24 % � / �� . � WiIFREDO AND � I AMAMIRTHA RAMIR[r� Z� w' �NI � �xl � 1 1 �� � � �} � oK � � � � c\a I 1 � i;Fc KATNERME BARRY. ET. ALS� � / �� �� / �� � , �R , , , =--,r �oN� � �\��_,- � , �R . i s . . � � ,"� — — �� � � s s , �. — c`� \ isFn , , � (n`, HrR T� �WLLL A��C LC I y1NQ YIffE. JULIE N. CONNELI 5 � I 26 MALL A. CONNELL I AND W�FE, .NLiE N. CONNELL 2�' 28 �� _ FZGI _ 2 � c � � —_ � �i \ CK H �zi � \\ / � � \E Z7 � E � �/ E E CL B RIP RAP=2 TONS�' JOHN M. CLARK GeoTexn�e=� Sv ,__1 �� ^ ._--�-. . -� � _�_ �� �'„-�\_._� --�- �-ti �J�L� =-�1 - �� �-� _� � � F TUC'I:A=FGEE FNEX ;� �� � � �X—x=X ��--- —_ x�x� �c-- ._ � � �`��, 1� �' �- --� � --_--_— --�_ —��__� O � � /� � �X�Y X� � / � � �� 1 /� I I •�r � / I I � ��j DETAIL 4<7I I �'], "' ' k STANDARD BA$ bIT H { W' � /' � �/ I No� io S�ai � � � � Nolurol No�urol � ��\ '�' � / , � ' �. Gro�n :) O Graun —x � �/ d ,� I �_ — ' / � �eorea�ie , , I I B i%{D� 2 Ft. / J d - 1.5 Ft. J I �� i x a i 21F�. ��/ T e of Liner= Clvss B Ri -Ro I I I ' / / STA.98+46 RT (Pi IO�tlet) /C� k 5 TON CL4SS B IP RAP � I I ' I/� 1455CUGYDTD �EI ° � � �' � � � � �� ���� I l/ f1 PERMANENT EASEMENT. MALCOM A4 NOOPE�JR, AND WiFE. is�� acP- ANCNEILE C. NOOPER F /_i �- F - Z1 \'�O RM' SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN � I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 8 OF 27 � �°o� /��� � � NERREN PROPERTiES, iNC. 3/ O SI TE 3 ., - w /� \ — s g iv � /` � �—/ �_ � �S�TS � �� c N � � i i �, � �\'� � �`ti + 27 JONN M. CIA�( � I — � I� F I � � � -- — -- � v___ JOHN M. CLARK - ���- � � � � �ti � — �, �� --� �"" � �, / I �; __� �_ �«� / � �9� g� � � � �� PD ` � ��EM�ARY—�-- _�_ �� '�Mr� �/ _� SR 1175 �� � �� ���� / � �� �' � � \\ `\`��\ �i \ 1 � ' � � � I �_ �i` �� M. ��pRR I \� � � C��� � � r 4T I C 4Y g \ / �' � a � � � � � / H / � / /% _ � �pe Outl �t Channel U e Deta'il'A7' � \ I JOHN AI. CLARK ^ � S�S / -.._.__,� i �I ��� � 11i\\Mr� �� �// GR —�� —_ _ � � IH' 0'r � — - �// � SR 117i ROY TFRT RD � h /a� � a/� I�O� � �� IO�� R/��I��iIC SC��� DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 0 � - / v �� � �� ��� � � ' d� � ��/ _� � X ' �� � � � 24 �� % � �--� ��' / �AND N�E. K � � / � ; .� _ R-4753 J -;� � / ;� , ., / � RNJ SHEET NO j ��j/// / ( //�j/ //� / _/�. ROADNGIN ERSIGN �//i / ll /��////��� %i/'�% / i � r � / / �i � / /m / � /�/� �i i �Nc��[�ILIE /,zb f / / // / / � ///� i'/ / DO NOT USE FOR � �" / / , ` � '/ � ' � / ' � � -' � << � � ��� � � � � � 1P]�lEa.a�f�N �ii//ii,iii,'r"�/ii/��i��//�i�r'r/iii� l� �%���" ' — � � � / � �l /� %// � � DO NOT 03E FO ����'������������������������������������� � L�// _ �� � / ��//��� � �� � � �// � / � - � ������������������//�//�������� �� � � � � �j — � — / j���/�j � . � � �� ' � i — , //%— ��� — ��j/ . !�/,y �� � //////////////////�///////�/�////// i r ��,s� �ii� _ � ,-� Q ENGINEER ]E ]PII.A\ZV� / W CQLI[SIT[ON I8� ll�][,AN� CON9TRUCTION �� / � "�- � � ��-� — - =— �'���� � PERMIT DRAWING , _f �. �" . JENNIFER B. 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DWAY DESIGN HYDRAULIC ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION 0,.,,si � �.� . .�:= — � :„ � � .'�— � �/_- — _ - �. � - .�E � \ M'CHE�� ��HO R �+ � - _ 5 ��51' G Bp�AE �P` ___ � — _s,.a/ � .. � . � � _ ' /' - O �15n5Q IGFt �OOEI�e i P � : i� r� J. l� /�/ , l2 _ _ — — _ ' � � T> _ — / , — — — -- - - __—_ —_,. , _ _ _ _ , ,. — — � _ — i ,/ �R % � %— — _ _,, a = "_-- — / — ' ; `� �`-- _� — — — � . ��� � — �,— � -���_ . � ;�, i'%,� ��-_ _ „� — _ _ � — ' -' � > � - � ��\���� ��_ —_ _ __ _ — u,.� �s i � ° � b Ft , � � \ ,� . , � —na.— _ _ L — � ��:e�i � .- .�_ � ... — __ � . � � ��A �� ' � . . � �:s, � � � _ — � —�.d�— � -� .. i _ —_ � . � _ � � _ � � - �-- _:.� � \�� _� ; �, ��. _,�� -__� , -�- � _ �_ — � � _ — �� , � , \ \ 'p�` ,�` � , ; _;,.- __-,- _- -- � � �_ ��=--_ �i- -_ - , � '�' SHEET 12 OF 27 _ _ - - _�,t. �� - _ : � � - �� A�o w�FE _,� _ PE RMIT D RAW I � , / � �� j � �� � ��� � �"_ � �a- —�.. � M. 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A ' \\�A �� � � � � ... ,---- ---_ __ ` I � - � � ..�A� \; � � �_ -___ --- ._ , -- - - � - , _ ��,� __-- -- , �\, -- � I i - _ V � �� � - - � - -- �-� .� \` ��� ��� `��,�---___ -_ __-__ _ _ o o� ioo� _ � -- - � _ ��� � �� r- � ; . � �� �� ' - - - - — �� � � -� � � ---- -"-- —�__ , � _ --_ --_ - ��� �� ��\\ � � _ ���� -� -- __ ---- - __— _ �\ � �_ , �_ - \ � � , -..,-�_� �� . � _ � ,������������\����� `, ;�--,-- �\�\ � \ j � - =_ _- a�=` _ - = _ _ _ _ cRnP� c _cAi_E — ti,� � � ������ � � — '� _ _ _ - — ---� �� a,, ��� ���� , ,.�� _� � ��� ��_ � _� � - _ _ � — � — � . . — ,_ '� �����\�A\\\�A\� �� ����=i/iJ���������� �,�� � � � � � � �`� _--_-_ - _- ; --� ` � � � -_ — - � r = — �,��\V � VA �F.\\ �� � ��ii�� ��� ���� �� °: _, ; � �'`� � � __ - _ � /= ���� �' _ > � - � e� \ �\\� \\�\�� �� — � � ���� � � � , _._ �/ ��\\\\\�� \\V� � VA � ' - i ��� ������������ �� � � . � � � � -,,,'V 1 � � � ����\\\\�A � � — — � , � � �� � `� � - — ��.�� ��a������ss ��� � � " � 3�L016 �\ '� � �` f _ ������ �\� ��� �,'' � � �,\ � � � \ ��`�=_���_ � � ������� , „ _ : � qtnguyen . � � , � . :� � . /` � \.. �--\ ....� _ :. : ..- �. � � � ., � �.,.� � =-�._� R:\Hydraulics\PERMITS_Environmental\Drawings\PERMIT DRAWIN�S\R4�53_Hyd �rm wet�l0.tlgm _ � � , � � � � ``� � � S�� � ^ � �\�` D€NOTES IMPA�TS -If� ` � - - SU�FA£E dVATER _ _ _ '-� �---=�- DENO�ES TEMPORARY IMPAC`f� �IN_ SURFACE WATE �� _ � . . z � � � � � � � ' � � ' C � , , � � , R _ ______ c , , , ________ � , � � __ _� , �__� � � w ,� __- __ , , , - ------___� ,� - 15„ � __________ �_ _ ___ 15„ ' -- --7,-, ,------ ��RETq�N ROCK�CO� �ONG --- --- ------ ---- � NW � WW �` - � - _ � -L 1 � F ---- C� F --_ -o '� L F -- __ � --_ Proposed Outlet Channel Use Detail '33' 32016 nguyen \Hydraulics\PERMITS Environmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet sht10 enlarge site4.dgn rn W / RM' SHEET NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 13 OF 27 c -- - S .3f MTI - SPECIAL DETAIL REC,�UIRED �` Spec�al TB JB w/Slab Lid F -� --- F ''--- �� F ---___ �� E� --- �� � E 25' 0' 25' GRAf'HIC SCA�E �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER Z 0 > � THOMAS C. BEUTELL ANO WIFE, JOAN A. BEUTELL � 46 � s� � � �� . s vna%zoie csharpless R:\Hydraulics\PERMITS_Emironmen}ol\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_sM13.dgn DETAIL 26 STANDARD BASE DITCH � Nona s<ai�� No�urol Na�urol Gra�nd :� — — �;1 Grou�n � d D �eoie.��le g Min. D= J Fi. Mox. d=] Ft. • B= 6 F. T pe of Liner= ClASS II Ri�Rap STA. 142+79 ENTRANCE AND EXIT ON PRPOPSED 9'x7' RCBC NOTE: NO RIP-RAP IS TO BE PLACED IN STREAM DETAIL 30 DETAIL 57 STANDARD BASE DITCH STANDARD BASE DITCH � Na� �a Smla) � Noi fo Smle) I Na�urol No� I Ga��d d :� �p ti� G�o�— Groun d 7-� � p .�� G.o�— �eo�ex��le � g�, Min. D= 5.5 Ft. �eo+e.i�le B Min. D= 3.5 Ft. � � Mox. d= I.5 Ft. Max. d= 1.5 Ft. 8= 5 it. B= 3.5 Ft. c�. yd. DDE c�. yd. DDE 46 TXOMA$ C. BEUTELL AND WiFE. ,10AN A. BEuiELL DETAIL 70 SPECIAL CUT DITCH � No� �a scole� —fm �. . p:� �� Solope Graund �:� p F\�e( Min. D=2 Ft. FROM STA.143+00 LT.TO STA.144+00 LT. RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � 0 � 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� N DO NOT USE FOR / W ACQLI[SIT[ON N 1P]f�lEII.dN1f�TN I8� 1PB,AN� �DO NOT [ISE FO CONSTRUCTION � � � Q PERMIT DRAWING z SHEET 14 OF 27 THOMAS C. BEUTELL )AND IYiFE, JOAN A. BEUTELL r 43 � � _� � � � u� � � is� �� ' t Q _ � �\� �ao � ,% ���`/% ° � � 6 / \` �7 I v o O l o 0 GRaPHIC SCA�E �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER THOMAS C. BEUTELL ANO WIFE, JOAN A. BEUTELL �. 46 � _ r > _ , �� �,� — � � � _,.„� � � � ���;5 I \ � \.e_ // -i � : � s, / / 4,.- / � � \ `� � �� _ / `. s �._ ,� .� �.�, ,,,. vna%zoie csharpless R:\Hydraulics\PERMITS_Emironmen}ol\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_sM13.dgn � � � % /� � � � � % � �� DETAIL 26 STANDARD BASE DITCH � Nona s<ai�� No�urol Na�urol Gra�nd :� — — �;1 Grou�n � d D �eoie.��le g Min. D= J Fi. Mox. d=] Ft. • B= 6 F. NOTE: NO RIP-RAP IS TO BE PLACED IN STREAM I1 ,I ' rl � � � � , � i-� � � i� � � + I �u '� � � ��� I , �. 1 . DETAIL 30 STANDARD BASE DITCH � Nano s�oie� I Ga�nd :� - ti� G�o�� d D �eo�ex��le � g i Min. D= 5.5 F. � � Mox. d= I.5 Ft. 8= 5 it. c�. yd. DDE DETAIL 57 STANDARD BASE DITCH � Noi fo Smle) Na�urol No� I Groun 7-� � .�� Gro�� d D �eo+e.i�le B Min. D= 3.5 Ft. Max. d= 1.5 Ft. B= 3.5 Ft. c�. yd. DDE � TXOMA$ �BF�UTELL ��.'.. -- -- I AND WiFE: � � ��- " JOAN A. BEUTE4L -- -- / ' � � n�' DETAIL 70 SPECIAL CUT DITCH � No� �a s<ole� —fm �. . p:� �� Solope Graund �:� p F\�e( Min. D=2 Ft. FROM STA.143+00 LT.TO STA.144+00 LT. RM' SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN � I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 15 OF 27 THOMAS C. BEUTELL )AND IYiFE, JOAN A. BEUTELL / . .. �_� .` �, . s�� � � i �� �5� � � �� � , � � �— �AzQ _ � - . � % � � �r �i \ � -- � i Poo�/% �", �� I / • \` �7 I v o O l o 0 GRaPHIC SCA�E �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER Z 0 > � RO��� � Use Detail 26' "'v�.�J � 3/3/L Ol b qinguyen R:\Hydraulics\PERMITS_Environmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_sht13_enlarge site5.dgn •• �� RM' SHEET NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 16 OF 27 2�� o� ��� cRA�=Hic sca� _ �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 's PROIECT REFERENCE NO. SHEET NO. 6 � R-4753 � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER BN��Ni[1�1L1E lE 1�1LAN� DO NOT USE TOR P W ACQU[SITION �llp�1Lll�11V 14ll ll"1L.a']l1V � DO NOT U5H FO CONSTRi1CTION I 5 0' I 0' 5 0' S 0' I 0' I 5 0' ERM T D WI G SHEE 17 OF 7 Sta. 14 + 79 L- P o. 1 'x7' RC C w�Sil s .P. E ev tion = 213 .0 S ew= 0 Deg ees s o y�. ws ,140.6 2 I /� O (T ckasegee) �t 100 R WSEL = 21 2.1 T RT. TB L � io yr. ws 2, 3�.� Exist ng Roa way (r ckasegee) Ex stin — t eam e � � ? � ' .J � \ ry I \ � (Tuckaseg e) 2 I 3 O = — ,\ 31 TB LT. 0 yr. WS 2 33.4 � _ � � uc asegee --��_ '�_ �' � �� TB R -- _� _ I�-� _ . _ �. � (Tuckaseg e) 2 I 2 0 ORMAL WS EL V= 126.5 Exis ing 2@ 'x4' Existin 2@b' 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 � V � � � � � � � � � � z � �o �� �� �� ��_ �� �� ���. ��� ��_ �� . 3/d2016 �� qtng�yan taf» � R: H draulics PERMITS Emironmenfal Drowin s PERMIT DRAWINGS R4753 H d XPL site5.d n Z 0 > � RM' SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN � I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 18 OF 27 25' 0' 25' GRAPHIC SCA�E 3/32016 qtn g uyen R:\Hydraulics\PERMITS_Emironmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_sht13_enlarge site6.dgn DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER a v a _ i n z � Z 3 � 0 � i m 3 0 0 v E 0 'c �,. �� ti� �w w5 � � � o� o � �Ois � 6 �. �x � 0 5 10 PROJ. REFERENCE NO. SHEET NO. =� ��-�-�1� R-4753 X-177 N � i r i PER IT D WI G SHE T 19 OF 7 � 0.016 0.020 7 4:�� 214 .56 RETAININ wnu 142.61 � �� � � _ _ � � � _ � _ _ _ _ _ _ _ _ _ _ _ _ � — — _ �� � — — � � 0.033 0.033 q.' — � — _, _ zj4 .ZO � RETAININ 2142. 8 WALL � _ _ � _ _ _ _ _ _ _ � � _ — _ _ _ _ � � � � � � � I 0.040 0.040 — � _ �� �� �� _ 2142. 4 Z� 4 .O7 RE WAIl � � � �� � _ _ _ _ � _ _ _ _ � — _ _ _ _ � � � _ — � 0.050 0.050 � � � � z � RETAINI G � � � � WALL � � � � — — 66" RCP \ � S.S. 2138.10 � So = 1.95% � � �� � � � w. e' — — — — — — — — — — — — — �� _ � _ ' �� �� �� �Z u+¢ ,»z ��. — � �� �� I I 1 Z 0 > � RM' SHEET NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION t"� I I `OO �'' PERMIT DRAWING J'� SHEET 20 OF 27 � �� O� 2 M T� REl AI iv� .��-_ _ _ — � �� � � — — — — — — — — — I _- F F _ � �\ I� 1 �, , � � �� � �� I��CK/CONC NW & WW ' �F�OW NOT QCCESSIB�Ep rn � ,-. - - , - _ , �-- 9/142016 csharpless R:\Hydraulics\PERMITS_Environmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_sht13_enlarge site6A.dgn � MI� - ,� � y. �—� '—` _ �_( " �,F ------C - C -----___----- Spe�'ial JB C wvj;Slab Lid � 42" RCP-I� $ � - TS � : �J , ��� �� _ - -� �, � � 25, �, �5, GRAPHIC SCA�E �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �: 4;,'� ,_-BST- � �---�_ _' �� �� � JAMES N Bftr50N 47 r� � 20 TON CLA55 I RIP-RAP 39 SY GEOTEXTILE STA. 160+24 RT. (PIPE OUTLET) 75 CU.YD.DDE 28 TON CLASS I RIP-RAP 54 SY GEOTEXTILE wet shf14. STA.164+95 (PIPE OUTLET) 12 CU.YD.DDE 40 TON CLA55 I RIP RAP 75 SY GEOTEXTILE Sl JAMES N BRr50N 47 � \ \ RM' SHEET NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 21 OF 27 BAUCOU RODGER$ lLC � / P(/�t i �J� � \ � '�c 49 / JES iCA NNCObPE\ � / R TS Q' � cD � v ,SI T � � �} / � cR r \ \ \ /a° �}c' �� � � ��` � �� � � ���}'�' � � ��a / V��' //� � G� \ � � -- ---- ���� JAMES RKHARU etl�55ELL ��O LIVWG TRUST U/A�-.-___ � \ — _ \ loo � loo �._ GI�\H�I Ill� �`.Q-� DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER 0 � �' 4�', � ...�_ �,----� -�..� .- - .. . .. \ � eiF � . esr I _ � -_ � . . . - �— �. � - � . � � � .� �_ - � __ _ �.:. � � .� " � � ' , - '�A \ V - � - --- _ � , � � , ,,, � �},� ,�� �_ — — � /// / iA �A �__—_�ea—�� �� � � 4.r � �„p� � � � ,�eo� i / � � �� � � � � � `� _ � = -, �� � � j / � i � � � � - / / �a \ � . � � — � -=,e� � �,i> �\ � � � /� � „m , � �\� — — — � � - � �,�,� � / i ,, � � . � ._ _ ��.a� _ � � .. -- � �- � \\ � � � �,,,e � / � � � \�� � — — — �' — � �� � JAAIES N���.YSON _ _. ae-niP�xnv=z�rorvs� I �. ss— �- � �\ i . � � . / ..' — ",.. � \ / � — — — -�� _ �\� \� � �..�. .. _ _ i or � f �� / . \ . . / — � �,�� \� � � �— � � / / i � \ \ \�a� z,e \\ � .. � - - - � � / �r �� 1 GE E 14 ;\ � / — � � � \ �-- � .e� \\ �--- —'� � � - �,s_`��i / � �e`�es H esrs� �7 � / / i _ -.sa._ �i �� ��� � A"- - � �'"� /� _ � ` � �`- � —,�— — — —� ��� �� � - - _ j; - � � _ � � � , — — � � � � �,��- - � � A _,�� � ' � �/,.,6� � -,sa� � �� ��_ _ _ - - -- - -� -AV�� � � � �. � � �� �,/� �_� t ^ ; � , . . ..:.. . � . ;.. � _ . , - � � � - � � �� � - � ��� �'_� � � � _ � �% TS � Q� � _ , _, \ � .. � � � '� - . . . . ' E�C�� � ... � PDE � � � �- — � � .-- � � �.__ �aC, � g 3' � . � � >� . ..� .. _ �.-�. ���.�� !; ` w .. �� . _ __ _ . _ ` ..... . E�=�� F o oNC yW & / _ - c - � E�E _�.� E — � � E— � �-�� E i ,.0.-`-.. � .. E—�E—E-�E�_�E � C C�_� \ArKE�Nq��k�� � �� I � T�� � � � � � i -_ s�i —' � nw ao"csz _ - ��;/aJ ) f;,�/ _ , _ __._ -- _ — r -- ---- --- i ;r` ` � _ r- - - �- ' � � � � - -� � _ - „ v - _ , - A - , . \ 'v `"' � Nc io� 20� e�r = — � � . ., � l y C \C . . _ . .. .�_ _ 2 ����'�- /' .:.. -�� � �E"' _ � � C � c / . � :... . ��_ /...- JAMES N BRYSON. � ;_ _- : „ � j.. - 47 - "- - �r � ;- ; -_- �. � . �-w � , � _ —� �c �— _ _ = ,,..' - - . . .. .. "� F.._'_ -- - . F_..� „L . _— ._ — — � �- � _ . . rREMOVE - . F -f - F F F '� f--- '"� = . ' - � '-� � - COLI � . — �_.- F � � � �� � `F F : �D� / •— — '_ . . . _ _ . F . . �-� - . ... . � ; � .._... . � _: . - - - - - . . . . _ _ . . . -�--�..- _ . , ____ _----._ E �-- — -- P osed 2' B � — --- ase Toil D'itch � --� � / / — —'___—_—____ DETAIL 12 STANDARD BASE DITCH �N rm s�oie� Nofurol Nolurvl Gro�� 2�� .�� Gro�n d D cea�ex�ile—' 8 Min.D= 3 Ft. Max.d= 1 Ft. B= 2 Ff. STA. 16V+24 LT. �PIPE INLET� 12 N. YD. DDE 20 TON CLA55 I RIP-RAP 39 SY GEOTEXTILE STA. 160+24 RT. (PIPE OUTLET) 75 CU.YD.DDE 28 TON CLASS I RIP-RAP 54 SY GEOTEXTILE wet shf14. �-� s�ere:��r e�� �'f C � � E�i � .. .� _�. � .. �� �E __'___ .. . \ --- � ,� �/ � ,. TUCKASEG�E RNER � F \ \ �—� �� JaMES N BRr50N�� , \ ��� � -Class B R'p Rop-2 Tons ` �, � �' _,. � �1 � Geotext'le-7 SY ' - , � — \ 5' 6ASE O �T DISCF(� � � . USE DETAIL'S � � � _ — — _� � � _-���: -� ,_ � � � \ � � .._�----- ._ �, \ \ 2' BASE TAIL ITCH �� � DETAIL 59 STANDARD BASE DITCH Nalurol IN t�o S�ole) rol Groun ro�n Z.� D 1.� Min. D= 1.5 Ft. I g I B = 2 F. �'—i STA.164+95 (PIPE OUTLET) 12 CU.YD.DDE DETAIL 58 STANDARD BASE DITCH 1 No� �o s�aie� �o�,a� �a��.a� r und :/ p ry.� Ground d Geo�ex�ile—� B Mox.d 15FfFt. 8 5 ft. S�d. No. BJ6.01 ype of Liner= CL4SS I Rip-Rap STA. 164 � 58 (PIPE OUTLET) 30 CU YD.DDE 40 TON CLA55 I RIP RAP 75 SY GEOTEXTILE RM' SHEET NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 22 OF 27 BAUCOU RODGER$ lLC �-��� ''`�r 4g9NM� �g JES iCA NNCObPER D � � ` � v \ � ���� �- � �R � � ei / � � � p � � � - � � � � � � � � , � \-�q \ � � ��r � -�- ' .. ' , � <' ---- � ... > ...�,` ��, ,- , v �, / a � � � � r � � � - _ TS ` -4\� � A � l�C � ^i � � � S �� �� :� C _. - esr q I��'. \ �\ ,\ ./- ..... / _oF,/v, . I�Er F\ � \ ' \ �F � �- � � � . . _ �� � .. q� �-�. 1( �10'x5' RCBC w/Sills � �-�.�,,,�� % O � SEE DETAIL'25' HW�� ~ F� / � F\ � . �iy � \.! .� , � � .�,�� �� \ . � ... PHIy,IP M. CAULEY . F --- � _ _ . ' � i1ND WiFE. C- . �. , ..... $USANN�H.=AULEY......... .._TJ- p r �: : ,, .. \� � \ ,... � ,� / SE ��� \~`�, � 48 � < � q - � >_ .._.. �=5{ '.. /1.'� I / .✓ \ �. Sf � � \ � ... _ � , .____- .. '.A - ' _ � JAMES RKHARDit4�5E�L � � � LIVWG TRUST U/A---�.- ;--� � � DETAIL 25 � �- STANDARD BASE DITCH �� � .oi f Hm m s�oial � -..\ \ Ground .��� Graund -�� d � � \ Geore.��le—� B Min. D... 5 Ft. ...\ .-� � HOTE: rv xiP-w.a auCEo Max. d=� 5 Ft. ��� oIN CHANNEL 8= 6 Ft. ------� e of Liner= CLASS II Ri ��Ra _-- $TA. 168+43 ENTRANCE AN� EXIT \� - ON PRPOPSED 10'x5' RCBC I O O O I O O �-- GI�\H�I Ill� �`.Q—� DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER z � q c R��K X� 3 � W� N� �E E--�� ���w N� �� C i� C� C C C� N STq �� TEN & ww � i i . __-- ---� �K�� � ;� � i R < � ��— �\\ / �/QJ � i vi �i \ ��I � � �� R � �o ^� � � • . . . T � � �� � COLLqR e� --- F F � �E E—� v C m � F � o�F �J �� ,, � °�q� i � � �� � i � M ` . �� I �F [:) �� �,R ` /� ��� ��� � � // � �-- �''��''�, a � ,,c , , �/ �� , �<�� � � ' �'��' _ ��,-�� � �„ � , RM' SHEET NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 23 OF 27 ��� � � � � ��,— — � �\\ � 2G� � � �° \\ �,�� � � �� � <�, � I � � �� � I � - . ,T� � � � � F�— � � \�� � - -,_ 9/142016 csharpless R:\Hydraulics\PERMITS_Ernironmental\Drawings\PERMIT DRAWINGS\R4753_Hyd_prm_wet_sht14_enlarge site7,8.dgn � BST ��� � � , � i , � ���� F F /� Q� / F � � _ _.�,� F� � � ° F� � � � � R F�� � � F � � Ro�� `F � � i�' � � � �\ � � :% \� 's� "s 50' �' �,�' I � � � � ■ I i_�,,,,, �HIi.- Ci�;1I I �DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER f 3 ❑ C E 0 'cw w iu� �� �x �w w5 i� � v o� o ��w � �_�. �x � 0 5 10 PROJ. REFERENCE NO. SHEET NO. N ��-i-�1� R-4753 X-189 � i r i � � � � _ — — — � � ---`s� PER IT D WI G N -DET2- ST 14 i.2g.34 __ oo,o oo,o OFF 968' SHE T 24 OF 7 215 .7 � � a:� o.ozo o.ozo � — �� � � � � _ — — � -DET2- ST . 13+80.99 � Z 0.070 0.070 y' OFF 0.00' ) - � 215 .24� ?' — � � \ � � � _ _ _ — _ — — � -DET2- ST .13+58.03 � \ � 0.070 0.070 £. OFF 9.89' 1 � 60" RCP � — _ Z' So = 5.94% — � � — � � _ — � � _ — � 7;� \ -DET2- ST 13+33.65 4.� _ �.070 0.070 OFF .59' t» � 2149.9 0.020 0.020 � �' � \� +n � � � — — \.� � � � � � � �— r� �� o I w�» �� �� �� y3u �� u+¢ ,»z ��. � � �� �� I I 1 c PROJECT REFERENCE NO. SHEET NO. o' � R-4753 � �� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER III��:�i�II�]L1E ]E 1P➢�A��T� DO NOT USE FOR 0 W ACQU[SIT[ON �llA�llill�JLV Yp ll �1Litil1V � DO NOT USE FO CONSTRUCTION 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 212012 � � � � . — Exis ng Inle Inv. = 2150.9 � ' =XISTI G STR AMBED � � . �, . Iq� � ��. , Prop. C� Inv Ele .=2149 07 Prop sed Sill � S=0.07 ft�t �� See ill and affle D tail N � � � � � ca � � � � � z � �o ��� �� ��. w�y: �y� �. �in �� rvi[r ��� ���� u�&1� � 332076 `���� qtnguyen yjyj R: H draulics PERMITS Environmenfal\Drawings PERMIT DRAWINGS\R4753 H d XPL sife8.d n WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 23+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 WETLAND IMPA T URFA E WATER IMPA T Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 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. � � � � co � � a � • � � � N 00 M O N Prepared ln the Offlce of: HYDRAULICS E1VG71VEER �.�������►►,,, GRAPHIC SCALES DESIGI� DATA PROJECT LE1I�GTH CDM CDM Smith Inc. ������H �ARO� ����� 5400 Glenwood Avenue �.� O�.••'""' ''•• � � ADT 2016 = 6270 Ralleegh�, NC 27612-3228 .,• �;�oFEss�io�9ti9',; 5� 2Jr 0 rJQ �DO Smith NC COA No. F-0412 � ?� SEAL �� - I�OQp ADT 2035 = 8800 FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ��:• 032619 ;'y� ��� ��,o K= 10 % LENGTH ROADWAY TIP PROJECT R-4753 = 3.743 MILES 2012 STANDARD SPECIFICATIONS ',-,��'•F,�,c�N��,�•Q��,�.'� �Q� ��'°Qo PLANS •••• D= 60 % — DAVID J. CLODGO, P.E. P.E.'�•`.s R. SNP;o`� � � LENGTH EXISTING STRUCTURE #52 0.026 MILES ''������►��`` � � �JO ZJr O �JO �OO T = 9 % * RIGHT OF WAY DATE: PROJECT ENGINEER SIGNATURE: � � `��������'CAR���''�. � o TOTAL LENGTH TIP PROJECT R-4753 = 3.769 MILES V= 50 MPH MAY 29 2015 ROADWAY DESIGI�,,,,�o��N,....,, o!, �,,,,, � � � KIT A PERSIANI, P.E. E11tGI11tEER :?;����5'oti•:?q : Q PROFILE (HORIZONTAL) *�ST = 2% DUAL = 7% PROJECT DESIGN ENGINEER - � e S E AL �.' - ��p � �Q Q� - 035683 - � � � p� o 0 l 0 5 0 l 0 2 p F U N C C LAS S= LETTIIIIG DATE: F E ='••FN �.� �� ; MINOR COLLECTOR DECEMBER 20, 2016 THAD . DUNCAN, P ., o., c�NEE,. NCDOT CONTACT .,'q��O•.., '' oO(�0,���` P.E.�'��i�i i n �C � ����, PROFILE (VERTICAL) "REGIONAL TIER" SIGNATURE: -L - -YIREV - -DRV l - � Pl Sto 35 +65.48 Pl Sto 4/ +74.84 Pl Sta 46 +68.49 Pl Sto ll +10.7/ Pl Sto ll +62.36 Pl Sto l0 +65.44 W �= 24° 20' S0.0" (RT ) �= 2° 02' 40.4" (RT J p= 2° 49' 27.3" (RT � �= 6° 05' 10.8" (RT ) Q= 35° 2/' 16.8" (RT ) �" �= 52° 38' 49.3" (LT ) N"' D= 7° 2 3' 3 4. 8" D= 0° 57' 17.7" D= 0° 4 2' S 8e 3" D= 9° l0' 02.4" D= 9 8° 4 7' 0 9. 0" D= l90° 59' 09.4" � N L= 329.33' L= 2/4e//' L= 394.34' L= 66.39' L= 35.79' T= 167.19' T= 107.06' T= 197.2/' T= 33.23' T= 18.48' L= 2 7. 5 7' Z T = 14.84' 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' / ROGER BRUCE WACHOB W.E. FILE "05E-524 DB 147 PG 524 DB 185 PG 171 � BERM V-DITCH USE DETAIL '2' + 00.00 -L- 85.00' LT. ��� ___ o�p,q�p —' \ N 3� °�9' �4" w + 00.00 -L- _ - - � " � N �� �$2 i 3� 0 �0�� 95.00' LT. ` � , � � � � / ��'l � �`� � //�/ � � W � �-�9 gST / JAMES R. JACKSON � �, Roc� � � �, < ELIZABETH SUE KELLER �� /� � - sN DB 1176 PG 242 �� �/ �'_, �K �� , ISFD - a Rp _i _ o� cf., z z�c�� zn ; "'r / /�`3 � A�-� S �-� � � R _ . -�- rvi Ji� �IIRI/l- A�1T o�v��� YYCHI fICICCU STEEL GUARDRAIL �- - —� �� _nnvi_ Anr ct„ ii LI�IV \.VI`IJ11\V\.IIV1�1 _� -nRvi- Pr cf„ in��R i�- J `tL Vy VI.J C —L— J 1/`1. JL T VV.VV �� � � ----- - \ ------ �___-� ---- Natural DETAIL 1 BERM 'V' DITCH ( Not to Scale) � � � p �.� r Min. D= 1 Ft. b = 2 Ft. *Line with Class B Ri RDWY FROM STA. 33 + 20 LT. TO STA. 35 + 00 LT EST. 36 TONS DETAIL 2 BERM 'V' DITCH ( Not to Scale) � �' � D �'� l Min. D= 1 Ft. b = 2 Ft. *Line with Class B Ri RDWY FROM STA. 37 + 00 LT. TO STA. 38 + 50 LT. EST. 30 TONS DB 654 PG 502 .� ` ' • SRS 2��, PROJECT REFERENCE NO. R —4753 R�W SHEET NO. ROADWAY DESIGN ENGINEER ���„��� � ���,,,, ��.�` H C A R ''�.,, ;`'���Q � ESs io� ''L.y's - SEAL� - = 035683 = �% O,q'�.NG► NEE�•' p .� ���''���� J. C���•�°``� '�����������,,,�. SHEET NO. 5 HYDRAULICS ENGINEER �..������►.,. ���•o��N , � A R �! j�. . `. �. o�Ess'��. tiy�.,� ' �.�� SEAL N9�'; : = ' 032619 � " _ • . - 'n�• �y: �'�iy'P�SNG I N��:P�Q,�O�. ,,����R �� SN ���. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ALVIN EUGENE WEBSTER DB 604 PG 332 c .�° o�� in ��� i�i -viQ�ii- Pnr ct„ JHI,I�JVIV I.VUry I i DB 1519 PG 235 -YIRFI/- PT Ctn //�7AF7 -YIRFI/- P('�' Ctn ll-�d � RR rn�.icTQi irTin�.i —i II[CV— JIH. I I t I�.VV . n� nn vine�i 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 + 79.67 - 30' LT. I.LL/"11`I VVI IIIL VVILLI OF EXIST. 18" RCP CL B RIP RAP=2 TONS GEOTEXTI LE = 7 SY UNITED STATES OF AMERICA DB 546 PG 476 \ BDO = BERM DITCH OUTLET SBG = SHOULDER BERM GUTTER PROP. PAINT STRIPING SEE SHEETS 19 & 20 FOR —L— PROFILE SEE SHEET 26 FOR —Yl REV— PROFILE SEE SHEET 29 FOR —DRVI— PROFILE � Z O � > w � �\ N �q I �. �� � 6 � � �, 0 N � EiPWILLIAM BARGER � AND WIFE� o � RUTH V. BARGER � o,`v�° DB 4 76 PG 71 ;I, � � I� M � � � � �o � N N 26°50'57" W `� Y 7Ia20' v' OM oQ �� o� /5 J� o�, Z �� �o -YIREV - PC � + 51.00 -Yl EV- � 30.00' LT. o +15.00-1 - w T N 22•00' RT � � ��i �� �_ � io �I /"I IT \/ 111T/^11 Pl Sto 46 +68.49 P� Sto 50 +73.07 p= 2° 49' 27.3" (RT J �-�� 26' 4/.l" (RT J D= 0" 42' S8.3" �= 0° 57' 17.7" L = 394.34' L = l5/.29' T = 197.2/' T = 75.65' R = 8,000.00' R = 6,000.00' SE = NC SE = NC JACKSON COUNTY DB 850 PG 347 >° 'V �6� ,�23 �90 O 28g �"W i6, O. O�„ F -L - Pl Sto 53 +75.69 �= 6° 39' 09.4" (RT J D = 3° l6' 26.6" L = 203.19' T = /0/.7/' R = 1,750.00' SE _ .04 RO = 84' -L- STA. 49 + 79.16 Pl Sto 57 +94.02 0 = 56° 24' S5.1" (LT � D = 9° 4/' S6.1" L = 58/.67' T = 3/6.86' R = 590.74' SE _ .08 RO = l68' , ` B #3 " EL VATI N 21 SEE S EET IC I � � ; � o � �� , � a � -Y2- -YIA- -YIREV - Pl Sta l2 +67.68 Pl Sta l0 +66.42 Pl Sto l2 +94.00 p= 46° l0' S6.5" (RT ) �= 29° 29' 45.6" l RT J p= 59° 39' 20.0" (RT l D= 28° 2/' 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= l3.16' T= 43.00' R= 202.00' R= 50.00' R= 75.00' SE = N/A SE _.02 RO = 24.62' � / �/ � � � / /� � / / / 'Y / / / / \ � �O n - i _� � I � ���� � �� � � , � , �� ��� � ----�� �� �- HTR �' � / V /� TUCKURANG LLC DB 1683 PG 533 R�W TO BE ACQUIRED BY PERMANENT EASEMENT. 52 3� 3� ° AA� AA. �N �2 22 22 N �2 A� A�� vn nn c�.�� i� � oi cr- ni ca° iR� i� ca�� � SPECIAL CUT DITCH USE DETAIL '23' � �' CONC. ISLAND BEGIN ISLAND -L- STA. 51 +52.00 END ISLAND -L- STA. 52+30.00 3� 53, W -L - PT Sta. 5/ +48.72 � Q3°�6' Q�" �q2,A6� W N q3�\� 23 FROM -Yl REV- STA. 12 + 50 RT. TO -Yl REV- STA. 12 + 75 RT. DDE=2 CY ,SRS ?p0) NC l07 6070 8600 SR 1737 ( -Y2 -) 1480 2200 /370 //0 2000 200 20/6 ADT 2035 ADT 48/0 NC l07 6800 SR 1735 ( -YIREV -I 220 400 NC l07 8800 E I � 8600 NC l07 20/6 ADT 2035 ADT JAMES E. DOOLEY AND WIFE, BARBARA W. DOOLEY DB 338 PG 628 QCr_11�1 CVDDCCC\A/AV r_1 1'ITCD \ i ul,nuRHivv ��� j DB 1683 PG 533 2�� 53� w � qp°\3' A5 �i FROM -Yl REV- STA. 13 + 00 RT. TO -Yl REV- STA. 13 + 34 RT. 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 �56 9�, ., A3�2� A�" w PROJECT REFERENCE NO. R -4753 R�W SHEET NO. ROADWAY DESIGN ENGINEER ��,,,,������,,,,, .�`���H �QRO� �''�. ,�`��o��� ESSip'ti. �'Ly'-; - 'e SEALQ< = = 035683 : : : : : '�. Oq'�•.NGI NEE�;�O `�: , `o''" o ,, ,����' %�� ►����� ��'� ,,` SHEET NO. 6 HYDRAULICS ENGINEER ,,,��o����CARp����. :. �: ��F E S S /p� 'y-9����: ' � � SEAL 9� � ' � ' 032619 � = _ �:. . . : �, - . . .��y� : F�,� i N���: ����� •,��lqs•R.. SNP�Q��. ����u u i �►►��� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 57 + 05.00 RETAINING , 58 + 00.00 4. 77.16 ��� � �_ /� � / / � __ � ,,, . / / / FROM -L- STA. 46 + 50 TO STA. 48 + 25 LT. DDE=37 CY 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 � LLOYD G. PHILLIPS AND WIFE� JUANITA J. PHILLIPS DB 364 PG 461 DB I100 PG 533 REMOVE EXISTING GUARDRAIL -B1.-16 Pl Sto 75 +70.42 Pl Sto 79 +l1.09 Pl Sto 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" l RT I p= l28° 46' 3/.l" l LT l D= 9° 32' S7.5" 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' (30mphJ SE = 08 SE _.08 SE = 08 SE = 08 RO = l68' RO = l68' RO = l68' RO = l68' �r Design E cepti on Required f or Horizontol Curve Rad ius M A L C O M M. H OO P E R, J R. AND WIFE. � MICHELLE C. HOOPER N� DB 1445 PG 40 S 3\05\ 55„ \\B,AB' KENNETH R. QUEEN AND WIFE, PATRICIA A. QUEEN 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 EXPRESSWAY G KENNETH R. QUEEN AND WIFE. PATRICIA A. QUEEN DB 604 PG 459 � �� � � � � �\ , �1 � �� �� March 18, 2002 or SBG = SHOULDER BERM GUTTER SEE SHEET 21 FOR —L— PROFILE Steel Unless Otherwise Noted SEE SHEETS W-1 THRU W-8 FOR RETAINING WALL PLANS PROJECT REFERENCE NO. R -4753 ILW SHEET NO. ROADWAY DESIGN ENGINEER ,�����������i��,� o°��N �ARO� �''�. ;������� ESS lp',�• �'L,�'�, - 'e SEAL� - ; 035683 ; '�. O,q'�,�GI NEE�,:' ��: . ... . • V� �. ��''�.��� J. C���.•`'� ��,����������` SHEET NO. 8 HYDRAU LICS ENGINEER ���,,�`��N, CA �p��,,� '. �.�OFES$ /pti �9,,�,: = �� SEAL 9!� ' � ' 032619 � = _ �:. . � .� �: .'�.y�� FNG ► N��P�Q,��,. s' . .,,���R �� SN �,. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED KATHERINE BAf� ET. ALS DB 1861 PG 135 + 92.00 (34' LT) )°04'S8" E 208,19' CLEAN OUT DITCH AND -GRADE TO DRAIN TO MATCH PIPE INLET INV. AMAMIRTHA RAMIREZ DB 2087 PG 325 END PAVEMENT END GUTTER ��� STA 84 + 60.00 - ' LT+oo.00 -�- ���-��_, �� ,� _� � �� �� �� S �� 0�''�� � iv� � � -�� �; / �� ��� � � �� + 30.00 -L- �_�' �,�,�' 55.00' RT. � � � �___���� � �� 2�4 � �--�� � �,-� DO NOT DISTURB � OHN M. CLARK +bO.QU�-L- AND WIFE, 50� R7. � JENNIFER B. CLARK S" ,,� DB 1178 PG 492 � REMOVE EXISTIN �%� +os.00 -�- GUARDRa IL S 50.00� RT. � �� _ � _`�� � BM#5 ELEVATION 2144097' SEE SHEET IC-3 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. ROCK, WALI� � � � + 72 .00 -L- 96.00' RT. -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. J R -4753 9 � ILW SHEET NO. sw�`��-�� ROADWAY DESIGN HYDRAULICS ��`'�'�`�`� ENGINEER ENGINEER `,�����,,�� � � � ��,,,,, � ���������►►,,. . .�N �'Q,RO �'�. 0�����'`, CARp! ��i�i ;�������ESSip'� �tiq', �.`��'��oFESS�j�•%q��.�. : : �%' �. . = ' e S E A L Ql = = �.�� SEAL 9�' ' -�- '�; � = , 035683 . _ : 032619 : Pl Sto 90 /0.62 + Pl Sto 96+64.39 �' � � �= ,� FN E�: � = � ��' ' y � + Pl Sta 93 72.66 �� , �-, o' c� NE �o ,: "'-.7'�F',1'G I NE� �Q�.�'�,� p= l28° 46' 3/.l" (LT ) �= 3/° 02' 00.1" l LT ) 0= 24° 23' 40.1° (RT l "'� ; � ,,�.q�o..,i. .,c���.��`',. •,����� R...sNP��o D= 22° 55' 05.9° D= l2° 43' S6.6" D= 7° 09' 43.1" �� ''�� �`' '''������"`� �,,,- ,unn►�� L= 56/.89' L= 243e74' L= 340.6/' /� � T= 52/.50' T= 124.94' T= 172.93' �� �, �r R= 250.00' (30m h) R= 450.00� R= SOO.00� ���� DOCUMENT NOT CONSIDERED FINAL p SE _.O7 �� �""� UNLESS ALL SIGNATURES COMPLETED SE = 08 SE _ .08 _ zG1 � RO = l68' RO = l68' RO = l47' /�� �� � -Y2A - � ' 0901 / � � � � ���,� Pl Sta ll +15.0/ Pl Sto ll +7/.65 � � �'�' p= 96° ll' 58.0" (RT � p= 25° 54' S7.3° �RT l �O `�y '` 89 � �� �! ��?' D= l90° 59' 09.4" D= 33° ll' 53.1° � �� � ' L = 50.37 L = 78.06 � �z � + 00.00 -L- � �_� / �o q.00� �T. T= 33.44� T= 39.7/' , s 33°56-�3�� E �� I � '�N � WIL F R E D O A N D R= 3 0° 0 0 R- 1 7 2. 5 9 � ����N I AMAMIRTHA RAMIR,€ 7 418.97� � � � ', DB 2087 PG 325��' ��� � � � �� -Y3 - -DRV 2 - i ��� � ���, �'�, �� F Pl Sta l3 +2/.27 Pl Sta l0 +43.03 � ��' I�, �,� 0= 20° l5' S7.1° (RT J p= 85° 55' 02.6° �LT ) �'� ' � � D= l2° l4' 33.7" D= 286° 28' 44.0" � � �� I i5.00 -�- �% L= 165.53' L= 29.99' ��" � � � 90.00� �T. -L - P Sto. 8 � +07.07= � � � � T = 83a64' T = 18.62' � � '�, �;� -Y2 POT Sto. +00 � , ,- , _ � _ , i GR i � � , � isF� �� KATHERINE BARRY, ET. �;�LS, ,� R 4FS.00 R 20.00� � � HERREN PROPERTIES, INC. V �s � , , - �� EiP DB 1861 PG 135 � �� ' ' � � � � � +�o.00 -�-, � E � -� �' ,' ' ���- �Design Exception Required For Horizontol Curve Radius �B �z�z Pc �93 ' � 108.00' LT.,' ,S5q�46'38� , �" `�-�`�-`� �" � ' � �� ', ,' �R - s`�� �w q6�5'-�� �'� N 4�' 8,z ,� W n�coNc _ � -L- POC Sto 97+95.42= .3� � � � � � �' ,�,,, � � `� a,a � ��,�, � � � o `� END EXPRESSWAY GUTTER � �o , ��;,`� �3g,99'- � _ _ , - - %� , �, �'� � z � \ � � M • � � -DRV 2 - POT Sto. l0 +00.00 _L- STA. 98 + 03 .00 � �s 5A°q6�38` �--------�"� S��, o�' �R � �� � � 1 � N� �� S 5/ 08' S4.0" W �� E�P �� ;� ���,��% �-�� ��, �. ss � s `� R�W TO BE ACQUIRED BY Z -L- PT Sta. 98+32.07 � �, � -L - POC Sta 96 +73 50= � /�� ,p�! � i N�� ` � � �� ���� � F%� �� , � m � PERMANENT EASEMENT. E N D D �� � �'ti ' � _ _ -- - -� � � ��' �� B M # 6 -Y3 - POT Sta. 10+00.00 � -Y2A �, A`�1 +40.00 ` � 3� �� o9z3 090 °�� `�,��'� cR ��s.00��� W� E�EVATioN 2i36a�2� REMOVE EXIST. S 36°l3' 35.7,� E �,O "-' ��� � � a a � � � STEEL�,B � � � �i rR � � HrR ��� �s�� �� -�- PRC Sto. 94+9/.46 sEE sNEET �c-3 '� r � � EAM , GUARDRAIL � + 78.00 -L- � � ��� � � � � � �s- GUA ��� RAIL Wll � � � � � � -�50. o�-�- +3z.o� -�- ( � 1� .Fi � �„� -nLs�1�_ ��� � � � �� �°, ����/ � EXTEND EXPR WAY GUTTE'� � � _ 50.00' LT. � �� �11ALt� A�� NEL� � � � / � 50.00 LT. ,� � � \ \ ,� TES 2, ��i�` �(V�/ � � � o � � - TO STA. 98+00 -BL-22 - 1 i1 -Y2A - PCC Sta. ll -�3/.94 � � � � � � ° � �L a � � � J U L I E� � p Wo� � ��-� i � ° � r�_'"� - B Y 4 - ���s� = ��Vl � Sol�- � 0903 �a I -`�4'' �-���-b S S` 50 0'�LT.� -L- ���"' '�I � � �� --- � _ � � , ��a � � DB 1693 PG 72 � F EXTEND EXPRESSWAY GUTTER _ _ � _ _ , , 090 �^� � � �� ���� ° `� � '� � +o8,2a ► �-j NIALL A. CONN�t "- w f� �S.�4 +9i.46 � +17.00 -L- � �� �q • �. �� 9,18' � �`� _ -L- �l. J�/0.���f�47.72 �� 50.00' LT. �s � � 9,53 �' 145.00' RT. ;�� c� �' � � +51.01 -L- AND�YI� � Q, �, � � w�� � � � � R 0916 �� � �� �B4'�R aP-IV� � � JOHN M. CLARK �'�', �< � ��� � ���P I 0905 50.00' LT. ��-1.�EE-I�1. CONNELL � � +47.72 -L- MALCOM M. HOOPER, JR. � � C� � �� w �zo��' Co _�W Ex,sr�Nc � � � � C,o� � �� DB 1698 PG 609 � 50.00' LT. AND WIFE, I 15" RCP-IV CO � ��F� � � 2 I AND WIFE. �J � � �� �� I + � � E� o 09 - - - - - - JENNIFER B. CLARK �`7' - � �l 090 2Gj 25,44� �� Z MICHELLE C. HOOPER y� o,� 092 15" RyP-IV -- -- DB 1178 PG 492 �� � � � ' �s- ` `� - - � � ��8 EiP DB 1445 PG 40 � 0914 � ,�, �� - � 92 1�., Y� 6' PS �yi , �,�-� � 1 .� � �- ���� - _ 0906 R +33,19 � � � + z � ' Nr� �0� 20' BST �� ' a -Y2A- PC Sto. 10+8/.57 � � ,� ;, �� 3o,qo � _ , 56,3i F , �� - - - -- - � � _�, � � � _ - = F2GI w °' o � � 22,2 % �� 09�g - _ �y r,°N o _ � N 65° 30' S4.9" W �`^ ' - _ - _ �`-� E� _ � M � - _ _- � =+' M � �ti' � --2 �r 0911 n o" + Oe53 1 � i� i�� � 0 02 / OCK� p i � �Z , � HW -BL-20 ,r-�, ��oR ___ _ - , _ - �_ ��� °� � - 3I, R 9 3 _� `�' � � _ - o� �� CONC �_��-, ,-, � __ _ o , �i-cr - -� `� o9i� � � ' , : -- , oo � GRAU 3�0�=_, °_ �� -- 0909 __ 6� S � ti O +87.00 -L- - -��-��.�-,_� ,�� - - ,.,,,- � �9 � �- _� - w-�t- � � � �� _ ;�`_� � �2 _ � � � �\- � / � �M � pl t� � C � _ � - 95.00' RT. b � -- o ��r .��s - �`� ,, i F 0 02 �l � R o ' „ � +s�.00 -�- � ?I� � � RocK -�� - � - �-���� � ! � Mo _ _ �' , �' �� - - � Spec. � � E O 50.0o RT. +ao.00 -�- . � � - - � pqz� F �"���� Spec I B-7s7�� � c � '� � ; N REMOVE EXISTING 50.00� RT. � ��, �'- � �'- � - � � - - - g-77� I �oN� � +80.00 -�- � � � � N GUARDRAIL �, � , 090 -- - � ` - �,� � Mo �,� h m _ o ,� " F _ - '� � - 1 pINED � P �� 4 `" 50.00' RT. -� "'I" F I I o �o - �-, - rn �N N � 19 5 0 R f _ _ X� � W � � _ � - _ � 0 910 � \P4,> PP + OO.00 -L- �__ �O ^ 2� � � M T! , `N� G �' r��w � o I__. Y-_ C. O � 56.00' RT. - � � iPD �, i F I,5 g� J� +95.19 -L- � m 40,47' S0.00' RT. � E �- \ + � � � � �+75075 +30.81 -L- p ��-� � �� E E � � 121,2 ' ����' /�� 50.00' RT. � �� z I +60.00 -L- • 2� r, r s�� + 91.46 -L- � 0� � � � �"'� + 51.01 -L- + 91.00 -L- �� �^ � + E 50.00' RT. CL B RIP RAP=2 TONS E ��'� �`�`�'�� - 50.00' RT. X � 3,22 , rw �___ � - - � JOHN M. CLARK 50.00' RT. 50.00' RT. GEOTE�E=7, S ���`� _`� w- - N X 75.00 RT. �� �, �,Y �_ � - _� � � 84.00' RT. � DB 541 PG 525 bO.OQ' ��s `�'_� ` � � �BG JOHN M. CLARK o w \_ 4;�;�� �� � I 1 0 5e 1 6 Pi pe Outlet Channel � -� ,� 7$�.00 RT. - DB 541 PG 525 �1- -- Use Detail '47' �s'-�r-�-c�-� v�k��`-�r� -`^-'J -- �-s . __ � + 4 7. 72 -L- - B L- 21 I Ct' � N 3 7 51' 14 " W ������`'' ��`"� �_ _ - +os.o��- +oo.00 -�- , END RET ALL #5 w I � �-������ � � � + 32.07 -L- � � -- -� - �- \ 50.00 RT. I I � �� �� �� � � �� � -L - PT Sto. 90+5/.0/ 59.00� RT, eo.00� RT. �� - - TA. 95 + 75.00 � � �n I � s � 50.00' RT. �=82 �298j o� 69.00' RT. 1,51' � 96,14''I W~� N 4°35'13" W END SBG +23,51 X I� I� N JOHN�M.RCLARK 2 0 38„ n, 220 � �7 � N 43�39-�3 REMOVE EXISTING END CONSTRUCTION 40�� w 80- � w l9 43 w z 264,19' �`- N 43°39'13° o -BY5-54 GUARDRAIL oB s5a PG 747 32 � -Y3- ST� 1 ��� 5 :fT��. -- = Y 3 - � --- � � --- --- - -- DB 744 PG 289 c� I o0,59 I---E1�fD--G NSTRUCTION N 39°I8'38" W N qq°05'13" W �"�, � o JOHN M. C ARK /�.�� "JUPER �NC. 40,70' I + � 170,65' _� Tucl<ASEGEE RIVER �-- �� � `� DB 854 PG 747 �/��, ����� � � � M 40.34' corvc � �� � �� > � I �� DI�V $T� 11 +07.00 BEGIN RETAINING WALL # �- � , �oN� MON � -L- STA. 92 + 10.00 -�� �, � _ f�-��, � � ti� � R�- POT t f�+35.00 E�P zJ - DB 744 PG 89 �`-,s��� �s�-��-�� ,.s '.� �� oN � fi' --- `�,�---_ BEGIN SBG -� � ��- CONC `�^""� � `' -DRV2- Pl �to. %0 �- �"_�'� _ r � G R�W" -/ WS�`�' MON �� -Y3- I � � � EX�511N � `_ ^ � w r`'� �- _ ��� + 4 I, 7 7 � � � -ti,� `� � � 86,63 I L � �, - ExisnNc Riw ���,���`��� � - ,_---�--�_ � � ��� � _ ta. 2 � _ � ��` _ �- � � � � - - � + � D V2%' P Sto. 10�+2_4.4%�`'-+ - ��� � �� � �� --�� �- � U a, - -r Y3 - S � M N� , i _ _ �.ob'_' �-� � � s� ,-,� . �, �� i Bs � � � � - �� ��� �� ��� '�� � � TARY R� � - � � / � �Q.flO�T. � � � �� ,��--�� - �r _ � �� ���� �'�,"� s'ti,S�� I �� W I K E G E M E �� � � �� z M T� i� M T� � s,' ��� � -- � � � � � � � � � ��'�� ws�u� � � SR 1175 � � � � � � � ��' ��� � ,' � � �8� gST --X� � � � � 1�'-c�,- ���v-��'-1��kr� �� � � �- � � � � OY TR�� R � y�� � � � �r'_ - � ° � CONC � \ /� SR 1171 R � � � X�X� � � II � R�W MON EXIsr�N� R � � � � � � � �y��_r� X� _� - �- _,- ---- - - � � � � - � � i � x � � � i i� � � X �i � � i � � � � r � ; � � � � � �� ; ' � � � ' � � � , � � , , X � � � � � � � ' � �' � � � � ; ��� �� � �� � � � � � � ' ' � � � , � � � , , � � � � � �� � � � � ; � X � � � � ' r W EX�51 �N � �W + Y 3 � -� � � , �,�,���-�"'�REMOVE EXIST. � 78 3q �,�' � � ��� M coNc GUARDRAIL � CONC �j � ��\ ��' MON ` �O/ � � MON � � = � t� � `�f � � +18 06 � � �_ � � 86,14' Q M. ��ARK ,��-Y3-�2� � I �°I JOHN C� +76,23 � �� \� �\°�' �' DB 854 PG 289 Y ( 44,09' �'� L c�/ ,^ � � DB 744 P� � 3� �o�' �','�-� coNc � � ��° �. -BY4-52 = �� ,Sf� � Morv � �' -BY5- � ���.3/ � � o � � coNc -BY6- � MON � i �-x � ' ' � �� STA. 98+46 RT. (Pipe Outlet) � � ��''' ��� �� � � -Y3- ' ' '� % ' ' S TON CLASS B RIP RAP � � � � +75,05 � � _- � , � /2 50,45' k f � � � -- ; � � X 14 SY GEOTEXTILE � �,j�� �� � � �, � � � � � �� - - - - � X � � �� ; 5 CU. YD. DDE � � � � � , U� , C`� k � � �� � �. � -� _____ � ,,, Note: All Driveway Radii are 20' Unless Otherwise Noted TES = Terminal End Sections , - , , x, ��_____ ;,' 'x ' SEE SHEETS 21 & 22 FOR -L- PROFILE �- X � �,;�, ; �Note: Tie all Driveways to the Right of Way Line. Follow the SEE SHEET 27 FOR -Y2A- PROFILE � � � !�;;, � Pavement Design for Driveways Memo Dated March 18, 2002 or SEE SHEET 27 FOR -Y3- PROFILE �x� � I� ;;;; x as Directed by the Engineer SEE SHEET 29 FOR -DRV2- PROFILE J� _ � i�, !`� .�� -�� �' ;;� � �'� Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted SEE SHEETS W-1 THRU W-8 FOR RETAINING WALL PLANS � Z O N � W � E S � \ 4 Q � �Y,,s '� ir` , � g / / �' � ��r �-�� ' 3�� ,�- \ 103.00' RT. _� _� vo o�-+ rv �-+� DB 744 PG 289 EASEMENT NOT FOR � CONSTRUCTION STAGING PURPOSES k�-�— 5 °q Si la_ � 3� I I � -----��r �� � J � �,\ � \ v� �,�--����� - � � � , � � , A w �����`'����1 \ \ \ \ �\\� � z.�.�� \� �'�,-r� \ i8' � , � ��� ��� �� � � coNc `�"'��', \ `�,�� MON n-� �`� ,�\ >w� � �� �^�, \ \ � B�85q�p�LARK �� ��� � �q � � DB 7q4 P� 289 N 25 q�� 9 � 56„ w S 37°51'18" E 273.00' JOHNNY M. CABLE A AND WIFE. _ � + 62.00 —L— 50.00' RT. 103.00' RT. ��� ��� �` � , ` �N _ _ . �J \_ �� - �_ _ � \_ � 18 6. 0 7' N 33°24'S9° W � � �--_ �'-'-� W- �� DONALD N. SMITH, JR. AND WIFE. JUNE TODD SMITH DB 694 PG 697 �UCKASF�EE R�V�R 2 70, 98' S 32°49'S7° E 267,28' S 35°� PROJECT REFERENCE NO R -4753 RiW SHEET NO. ROADWAY DESIGN ENGINEER ``���nuu��,� o`��.�H C ARO� �''�. ;`��� Q��ESSip,�� ��Ly'-; Ql % - SEAL - = 035683 = : :,.;�. � .' c '�, Oq .;yGl NEE, ��p �,: � � ♦ ��������� � � � m � ����� �� SHEET NO. /0 HYDRAULICS ENGINEER ��a��H, �A R�! j �i , �; oFESS/��;�-� r � 9 '• ; � SEAL � �: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ---- \\ -------- --- 167,74' - S 41°06'26" E �= -------------___ \\ ------------- _---- �� � X X� _ 1 - - - _ - - _ _ _ ��� ���--��' —,-r� -- - n �\ , � `^'\ ) x\ _ _ — - - _ _ __ - _ _ _ _ _ �1 _ � v-r 'r�'� r`n-� -� ��n-,� � � � � %��y� _ - - _ _ _ - - ��t��`,��, ; r� ����_r�l �� ti � - _ _ _ - _ _ `��� ��— - �'\ � -�-L / X_y\ ----------- _-_�r�- �t�''—�t� � � ---- ----_ �t�-� � ��, , ��k �� � x X X y� ----_____ -----____�i�c�,� � �� —�-- — � "l'� ��� )y� X�X=X= _ _ _ _ _ - -�,,�r���_ � �srti,s���'"'sr,-� � � � ,��t,,� `i.����,x� � '��X - - - - _ _ _ _ - -- -`�"_ _ `1,�—�___ ��-,���� w �`ti`�`� � ��, ������� � x�Y ------ -'-- 1'`'—'�� � '��-rk� _____---_--- �� w'�,�,��� �'�`'�''�,;�— � -'---___ ---- --------_ � � � X ,,, _ �'��� ��,, `��_��" - X� . . � . � -----__ ___---- 0 0 �, ��_`, �,, Note: All Driveway Radii are 20 Unless Otherwise Noted X -------_ __--------- �� ���`������;�����`� Note: Tie all Driveways to the Right of Way Line. Follow the �C�',� , �'�, ��, _ I � � z �'��-� ;"Pavement Desi n for Drivewa s" Memo Dated March 18 2002 or �,'� \� �� y , �� �� 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" (RT l 0= 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= 5 4 2. 8 5' T= 69.93' T= 9/.l0' � R= 350.00' 135mphl R= 50.00' R= 300.00' SE = 08 SE = SEE PLANS SE = SEE PLANS RO = l68' � Design Exception 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•� �,•.� Ground Ground 2• 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 6= 2 Ft. Type of Liner= Class B Rip-Rap Type of Liner= CLASS B Rip-Rap .ri�. ��v i vi �v. �i iNc vv��c�� 5 Ton Class B Rip-Rap 14 SI��Ceotextile 5 Cu. Yd. DDE GUARDRAIL ����� �-�s � — — —� 1 1 1 L V V 1 L L 1 /1 1 J 1/"�. 1 1 7 I J J 47 Ton Class B Rip-Rap 124 SY Geotextile 60 cu. ft. DDE FROM STA. 124 + 50 LT. TO STA. 127 + 50 LT. EST. 40 TONS DONALD N. SMITH. JR. DONALD N. SMITH� JR. AND WIFE, JUNE TODD SMITH DB 694 PG 697 � TUCKASEG_FE RNER —�— SEE SHEET IC-37 vv vV END CONSTRUCTION _v�e_ cTe i� � u� o� 122, 90 � S 32°05'37° E �� � �—`� r \ +20.00 -L- / 50.00' RT. 96.00' RT. + 85.92 -Y3A- 30.00' LT. ��r r-i _ i� � n � � n � -� �55, 5� , S 25 �56 2g E .� w N 53°33'� \ 14, �— PROMISE LAND BAPTIST CHURCH DB 1543 PG 552 ' '\ � �u� �s' ��� -- --�--- �j� �/ � 0/, - � v� � -�- _ — - r� ,� �s� � ��-���� — ° wl 2 S6�2g„ 95.81' 33, ���r� �k�k1�'����-�,�%c��-�� � W N 44°22'40" N 44°2 ----------------- ----- � ------------------�� ---------�----- ��r' -_ ° ----- ° -----�� _ �,�__'�� � �� -------- -----� --- X x �r�� \ � � � �`U � +� x� , , � „ ��- �Y� � , , „ , , � / x �. , , � , , , � , , � �, , . i � , - ��-� �% � x , �� '�, � � , -_ � �—x > � ' ��, � � � � � ' �- � � � � � �,i �� . �, -------_____ � ���, �\ �����_ -- -- - - - '' -' - �-- -------- '- -�� �'_`��� � � -��'_"�'= �_�� ,�,_ --� Note: All Driveway Radii are 20' Unless Otherwise Noted -_ � ���,; �---�-_ Note: Driveway Connections for Parcels 38, 39, 41, 42, and �x 43 may be Field Adjusted as Directed by the Engineer. Note: Tie all Drivewa s to the Ri ht of Wa Line. Follow the "Pavement Desi n for Drivewa s'gMemo Dated March 18 2002 , ,�� as Directed b the En ineer � , � Y 9 '�� ` Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted _--, PROJECT REFERENCE NO. R -4753 ILW SHEET NO. ROADWAY DESIGN ENGINEER ���,,,,���„►,,,,�� �.•� .�H CARp� �.,, ;`��� Q�� ESSip',�• �'Ly'�; ; — SEAL� — - 035683 = : : : � '�. O � ��.�G► NEE�,: � ��: � q ••• • G .� ,,�����''� � � � � �� ��0��`,, SHEET NO. // HYDRAU LICS ENGINEER ,,,��0`��N � C A R p� �,�� .` � � pF � S S �0,�; :y9,�'� c ;� Q� 9�': % : SEAL ' � ' 032619 � = _ �:_ . • ; c�� �'�.,yT'� F'.�'� I NE`�P�Q,�,c,,. S� . �'''�v � � u►:•�• DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ST�.12 � TD 7�29 O ��� S�Cr� _ O � 82,87,- — N 35°04'26" w �', 30.00' LT. � �'�ti ABBOORD PRO�ftTIES, \ DB 878 PG 300 LOT 7 � �RD PROPERTIES, INC. DB 878 PG 300 LOT 6 �j 44� „ w 40'19 GTD _ GRADE TO DRAIN BDO BERM DITCH OUTLET SEE SHEET 22 & 23 FOR -L- PROFILE SEE SHEET 27 FOR -Y3A- PROFILE N Z � � W � -L- Pl Sto l28 +00.46 Pl Sta l35 +0/.76 p=//4° 22' 34.4" �LT l p= 53° 57' 06.0" (RT J D= l6° 22' 12.8" D= l0° 25' 02.7" L = 698e68' L = 5/7.90' T = 542.85' T = 279.95' � R = 350.00' �35mphJ R = 550.00' SE = 08 SE = 08 � RO = l68' RO = l68' �Design Exception Required For Hor1zontol Curve Radius 5��3`� ��„ ��-� ��6 �� � N 3� � 83' S- ��-�o s 6 �-�,� 99 `�'O, �� � 9�- ��„ F `�� c.N 8q��8�55„ , � qg �8 E � c�� � � � N 8 � � �� E ��- � '° o.�g� � - , � 36 � � � �' v� ,� ELIZABETH J. CLARK. ET. ALS. � � ---- _-'� � � � _ � � � PROMISE LAND `-�=� ��, � , -� �� �3 DB124PG431 °'� � ( BAPTIST CHURCH ��l o o3g'S8, � ,-'� � �, �� �� � �' Special Cut Ditch Use Detail '28' +20.00 -L- 50.00' LT. + 39.71 -L- 40.00' LT. 50.00' LT. 60 00' LT PROJECT REFERENCE NO. SHEET NO. R -4753 /2 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,,,�������,,, ,,,,����,,,, .�`����.�H �'Q,RD! ���'�. .�`�����. �A R��i ��• ;`'�� Q�� Ess io,�•'�Ly =:, �.�` �°�oF E s s'io . ti9.,,,. ,4� . : N ��' � = S E AL = = �� SEAL 9!•� ' = 035683 = : � ; 032619 � = '�,� O�'�.,NG I NEE�,: p���: '����,P '• FN� � NE`��•Q��4yy: •,��/4��••�...����G���. .,'9S R: ••SNP,���. '��nnii�u��� ��u���►►� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED THOMAS C. BEUTELL AND WIFE, JOAN A. BEUTELL DB 398 PG 123 4.� BEGIN EXPRESSWAY GUTTER -L- STA. 138 + 00 EASEMENT NOT FOR ��`��� CONSTRUCTION STA � �� +oo.00 -�- PURPOSES �" 40.00' LT. �' 4 110.00' LT. � � �� � � �k� �` `�``��J � S 5�oggo ___--� r DB 1543 PG 552 �,� ' ' � �,�`�� 2 _ _ %� ` �, � + 58.00 -L- E � . � Special Lateral Cut Ditch '- �-' � � � � � R � N . E � 40.00' LT. � � ��� � Use Detail'll' - � � +70,28 ���r-r ,- ,-, _ ^ 2� � , +15.00 -L- � � E ����� � � ,,--� � O� • `� � 21e � ��� __��,� ' �Q 60.00 LT. 40.00' LT. CL B I RAP=2 TONS , �� � ' i� ��, � �� � � -8�-29 � +11,6,28 F �� � - 11 T �� � �� � �XTILE=7 SY � �� i � � � � W � �����-� � � V `1' � � � �' �"-�-� � �� �`�" �i� �� '� N Q �� G - - - - - -c � - � ��X �� � �j �Z E ' � � CO � � � -- �RE,b� X� `c'`�-�� �- �.,�� * �� � E ' � o °a � , �V y W _�'Z, �, ���,- � ,' i i � N � � G � R � W / � - �1 � - ` -�X D ��"' � ; � ,o � i i +21.H1 -L- i �N�P �%� � - _ 2 = - - _ �' � M Nr y ,� � ,� � _�� , � ___ M o R, �;� END EXPRESSWAY GUTTER � , , � _ \ �3 1 `\ � 'Po `l`,�` r� I ' � 50.00' LT. /` / � � M jN S - � � � . �� I - _ � p �` q`� w � ,� � � e �� �'�� � � � � �� � / � � E� _ _ - � , _ W o � FXP� �� -L- STA 141 + 30.00 �I ti��,�o`�� � � � END EXPRESSWAY GUTTER �- �� �g` /�-��� - � _ _ - �z�s F � , , _ � _ __ � � o - \ � ,�� � � � �'C� � ; ', � �� � �� I�� / �� � 12�.� �- -� �� � �' �� _���c,��r�� _ � 1214 121 �- _ � �v � �_ '�� � � � �� ti � , , -L- STA 132 + 21. 1 � � / N� /�� _ _ _ - - � � s oy`�n e �� o � N � �'v1�` � � � � � 0 � � G /Q � � � � � o Z C i� �� ��� � i �� �� '�7' / � �Q��� � � � � ��'`- _--- --� - - � � K � _ � �NTq�IVED R% - � � BST �� �����`���7=��. � � ��� � � Cj� i ,� � / � S 02°30'02" W �- �� � - �1- 1�� \ ` � � - F 121 `L /� � 2 � � N o 1� / �,-'s� � , � ,� �,� � � � � / 1 �' 2! _ _ _ , , D� � y' �� J � � G 1 � � � 39.28' 12.58' +39J1 -L- � � � �� �8.3 . � � �R � � \ � � � `L�' � �rV � O � 5 "' S OZ°29'03" W �- �2� / � , � � �� � � o -� � a9 3 3� � �, REMOVE 50.00� RT. �3�, , ��5 „ ���� � �� � - � . � �r 1 rn �2�6 _ � E � �� � �C ��,, ' � � � �.-�'� � �� % � F , - �� �gg° � �' EXISTING 55.00� RT. END SBG �' - = � � , �� � � w , , , , � ,� ,� , �, , , � � i,�=� ✓ � o'J R k - � GUARDRAIL -L- STA 138+00.0 �-�`� �''��, \�� \ i � , , � � /, ✓ �w 1� +70.00 -L- -- C ���� � � N � � � ' ' � �c� _- 96� � _ S 71°07'4P' W , � � � �o,� � , � `� � � / �` j� p�l w �Aa� � 205.56' S0.00' RT. �� � � � ` i �� �/ �-50.00 -L- �'� �,`��� ' ' � Qo�,� � � �� �ti oeq��28° �`t KABBOORD PROPERTIES. INC. - _ _ _ 6 �/ , �, � ,, , �,�✓ ,�A�o ; ��' �� S DB 878 PG 300 ���,-�'- '� - _ � PS � �40.00 LT. � � ,�� � ' � � � � �' � L 0 T 7 � ����--�� 'C ' p� � , � � , ' + .�'L° �� ��' 46 THOMAS C. BEUTELL __ - � --- ------����}p--L=-' -' ,-� PROMISE LAND 26,24' ���� BASE DITCH AT PIPE OUTLET AND WIFE. � O ---- _ 210.00'LT_ ,- �`�� gAPTIST CHURCH �'� END RETAINING WALL #6 �-� ---��_ sEE �ETA��'�o' JOAN A. BEUTELL �0 �'" DB 1543 PG 552 � � �(Q' i� �� , � � _ _ -L- $TA. �33 + 35.�� � -,���-�`��'� � � �_,� Class I Rip-Rap DB 398 PG 123 �� ; � ,�,6� ,� +2�.a� � �� � PT f � 137+39.7/ `��, �v�,� 3�� � � ��'�S�' o �� ��� � 50 00' RT. , � �`�'��� � � ---� 554. ��� + ► ` �� � `���i% ��`� -L - PC Sta. 132+2/.8 _ �� ��`..� � `t-�� � �- � __ S 83°qo,oz, 4tii� � � � + 5 6 . 2 9 -L- l � i � � ! • ��r�-� ��.� � � � � `t.�� � � � W '� � 50.00' LT. „�' � '0 �IO l ' �vs - - � Special`Cut Ditch � /� � �h S' ' L' $B� � � � � �� � �� �,��� � Use Deta�'9 � � p�F � ��,�• � , ���Q ' �� � � �, � � �,� ��,� \ �- �`�� � � � � .r,s� � r - � � I � � `� ,�'� ���v C� �% � ,�' � � �j � �� �,� � � � , � � � � - � � � �' � � • �� � �� � � � �I �� � � �� �� �� � � � � ���I � � �� � �t i � � �.�� "'r � . � �� � � `�.�' � � � �j � � � `� � � � � � �- � ,r �,� `(�}' ��'� � �"������� C����G � ��� � � � � > /� � � i � � �� � � � �� �/ � / � `-' � 5 �� � � � �� � �i / �, � i � �. i / � i ��y �/ � � � i , � � � � �� / jy i� �7 {� � i i �.L� �C• ��,�Q . � � , � �j � � � � � ��� , 1�. j 12 Ol i � � � � �� � � ����� Mi� ,�,� '1,(� / � � �� � � ' � �� � � � , �� � � � , �,� /` � � � i �i _/X�, __-----,, ��, � �� � � �� i� / �� x� i, - � - ' � �' � i ��-"J' � �s / � � �� �� � ,�� � ��----�� / / O � � > ,- �x � � � � �' s� �' � � � � -L - PT Sto. l29 +5 .29 ' � � � � � � � '`�- ` ' , ' / j' � �' � , � � , � �. �� +56.29 -L- j �� �' � � ' , �� � � � ` �� ` � � � � � - = �� � �a 50.00' RT. `� � `� ' ' � � ' �� ` � �� -� � � '" � '' � � �i°'� �� � �� '� ` ��, `�'� + � � �; � s�`^�, � � � �, �� --- � F � � � °� � � � � � ,,---__, ' � � �� � ' � � � � � � � ��� , � � � � � / ��' � � � � � ',_ � �� _ � `�� � � � ,' � - � � BEGIN RETAINING WALL # '� � \\ , , ' �' � � � � , ; � ��, � � �' �, ,,� , , �, � �' -6�-2s ��.�� ',� -L- STA. 128+35.00 �" �' ��� � ,,' � � � � \ � i� �� � ���, BEGIN SBG / � �� �,,� � , �� ----- ' �,-,� ' , � � � � � �� ��'��� � � � C�� ��'---'�"� � �� � � ���� � c� +9�.00 -�- Q���e � �� REMOVE � � ��� � � ', 50.00' RT. �� � � � � oo�� � �`�� EXISTING ��; '�, ��, \ ��' 0 ��-�� � �' � � � � �' P�i GUARDRAIL � � �� , ; 44 � , , . �- � � �,� ,�� . \ � � � �/ � � '�, � � � �� DETAIL 9 � % , ,� ' � � � �� �� � � BERM 'V' DITCH � �� � ;� � � � � � � � ( Not to Scale) � � � ,_ b , � \ � ��� , f 7 � � �^ � �� i � Natural � i i Ground 2• 1 i � � � D �'� RDWY � � ' � � � � �, , � - � � � , , � � � �? Min. D= 1 Ft. b = 2 Ft. � � � \' - - _ �� � ,� � ' Class B Ri -Ra - Sta. 125+50 to Sta. 12 +50 � ' � �> ,� �� `s" ,-� FROM STA. 124+50 LT. TO STA. 127+50 LT. � � � � � , EST. 40 TONS � � , � � �r� �� � /� ,' ,� � � . � � \ ,' -�,"r, �� � � � �{�� � JX `� :��, � , �� � � � �, , , �� ' � � �� �� �� � � � , � ,� � �� , � , , � � � , � -� , , ��� � , , � r ���� � ��, , .s � ", `'� �^`, �' � �' ``' ' Note: All Proposed Guardrail fo Use V1/eathered Steel Unless Otherwise Noted DETAIL 10 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� rl,•.� Ground d � Geotextile B Min. D=1 Ft. Max. d = 2 Ft. B = 2 Ft. Type of Liner= Class I Rip-Rap �___ � �- ` � � DETAIL 28 SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � p,'1 ,�gt Slope Ground ?•j p F\a� Min. D =1 Ft. A STA. 137+00 LT. TO STA. 137+50 L DETAIL 11 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill Natural �•� �e� Slope Ground ?•J p F\d� d Geotextile � Min. D= 1 Ft. Type of Liner= Class B Rip-Rap Max. d= 1 Ft. E 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 RETAINING WALL PLANS N z O > W � -L - Pl Sto l47 +37.0/ Pl Sta l56 +13.24 0= 27° /2' 3/.7" �RT l �= 25° 2/' 12.8" (RT J D= 4° 05' 33.2" D= l0° 03' 06.8" L = 664.84' L = 252.23' T = 338.8/' T = 128.2/' R = 1,400.00' � R = 570.00' (40mph) SE _ .05 SE _ .08 RO = l05' RO = l68' � Design Exceptlon Requlred For Horizontol Curve Radius THOMAS C. BEUTELL AND WIFE, JOAN A. BEUTELL DB 398 PG 123 ���, 46 �,�'-r� ,.,, � \ �s � � � l �� �� c � \� � BM#8 ELEVATION 2131091' SEE SHEET IC-3 E� + 00.00 -L- ( 40.00' LT. � 50.00' LT. � � � � � ��) �% c �N 8 3° 20 ° , �,, ; � � 1 �►�/ � � � 359' � � � v� , �- ���� _ _ _ �� ,s'- � � _ -�_4 �o�� WW � f��`� - Z-6 � � NW & � R������ � +oo.00 -�- � 50.00' RT. �, 55q, (�' / `""� � s a3�4o�02" W � / ' _ _ � �/ �/ / � i � / / � EASEMENT NOT FOR CONSTRUCTION STAGING PURPOSES + 89.00 -L- 55.00' LT. 110.00' LT. Pipe can be replaced or sliplined to 54" effective area. MAINTAIN DRIVE ACCESS DURING CONSTRUCTION ' DO NOT DISTURB � ' �� �- � �� ROCK WALL � � � � � �3 � � ' �� � � � � � '� , � �' � 46 , � PROJECT REFERENCE NO. SHEET NO. R -4753 /3 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER `,,����u n u��,,�� ,���� � � n►►� ���• .�H C AR p�'�.,�� ���•���N . � A R 0� �.,� :�`���Q��ESS/p',L•��L,�'�� :.`�����FESS�j�. ti9.,,'. = SEAL� = ' �� SEAL�9�' = - - _ - 035683 = : �:_ 032619 � = �-,,0�"FNc�NEE`�•�p,,� ��a;�'�'F't,'�INE`���Q�`���. ,,�q�;'�;; :..C;��V`��, ,,�Cqs �R �� SNP��,, ����� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I�; �' THOMAS C. BEUTELL � DO NOT DISTURB HISTORIC PROPERTY AND WIFE. � � ROCK WALL THOMAS C. BEUTELL � � � � � � JOAN A. BEUTELL / ' � \ `�,, 4� AND WIFE, ' � > � +33.00 -L-DB 398 PG 123 �� � � 2, JOAN A. BEUTELL � i , � ' � 50.00' LT. �a� � DB 398 PG 123 �.j ' ! � � 80.00' LT. �\ �\ \� � � � , , � � �� � � � ,� � � `��\ � � � � -.- � / , + 63.03 -L- + 94.00 -L- �� � � � � � + 98.20 -L- / �+ 00.00 -L- E 80 00' �LT-L + 60.00 -L- + 33.00 -L- ,' �� � 20.00' LT. 38.00' LT. � � / \ � � c� � � 70.00' LT. +25.00 -L- 50.00' LT. ' � 39.00' LT. / w\ 50.00' LT. � 110.00' LT. E � � E 50.00' LT. 80.00' LT. �� � �j � 50.00' LT. �� �� � � � � ISFD � END SBG � � �, � � � � ��`� -L- STA 153 + 50 � � � E � � E ,,C ___ E ���,' � �� � +26 0 -L- �� �'�� � o � �� , SPECIAL CUT DITCH C , - � � - -C ' +12.00 L- 53.(a ' LT. I `- � � �`� -BL-33 co�q,° � � , E , , � � �X-� � � , F , � E � � 56.00� T. ` ' +� 5.00 -L\ �SFD ^� � i � / USE DETAIL 70 E � � �;< X _ � w � � � �� �+29.00 -L- � � � - � � � � � ��� � 2�.00' LT. � � GAlEBO � � ;� , esr � � � o X� � � � � � � � , � X �� � 31.00' LT. � � + 5.00 -L- / \� � + � � � � � � �� � � � � � � . � � � � � � � �X�/� � � � � � wD x � x` , \ \ 1304 � � � � �� � � _ � 0.00 LT. / / / / � m ` � R _ _ - x% , C � / � � -� -- --- -� ��� 28 - � ' RCP �CI 13 �1. R � - ���� � � S � GA�BO � � � ETP`� , �, !X7� �� � ��"_ � �-__ 0� � �`_ �` � � `U� � � � � � %� � � �Wo X , � � � - - __ _ _ = ti � _ a � c��z � BEGIN SBG zsFo � � ��,� o� � �� �_ ,- / R�v� � Nc ia� iy� QST � _ 3 M _ R � , , - � /%< Mp�NT a�NEo � � _ - - � � _ � _ _ 5 lv' _ c , � 1 P�- � F z - -L- STA, 1 + 75.00 � ��� ,-� � ' a� L�� � 1305 � �- -_- ---. - � _ � Ma�Nr G� � �E i n � c�� POo� ,�`'�z +51.00 -L- � O �_ - U �� � , � � � � � - _ - _ � -1 ,� � � - ' - � � - ,� ,� �A -� o ROP. �. � � zo.00� �r. � h � � �. ��/ / o �� Q _ _ _ - - - � �= o_ ` � � �. WEATHERED G�R�"3 � � � � � I�. / � e� �'`a ' 5„ RCP- _ GRAU 35 � � ` ��. . �` �� 50.00� � ���, b` � � - � _ ,�� _ � � � � y� ���� ���- - - - � ��,-��F � `��'-� �-� RET MaiNrai 3 -__- � � � R/ A� _ E �,� F NING ' �NS Q�N �`n� 0 0 _ �=P,�� G -'�_ ��,� R ,s � ���� �-`�-�'4����� ,�ti N o , N , - ��� � ��� v , - _ t� -�� , , ; i � , � N r,� � - � � ���� �J-�,-���� � THOMAS C. BEUTELL �V`��� ' 13 % V � ,_ � - - �- - -_ _ -- AND WIFE, \� ,r � � JOAN A. BEUTELL �� � F - - � �,� �� " . ' DB 398 PG 123 - �- - �- � : j - +$o.00 -�- � � � 's +98.20 -L- 50.00' RT. + 50.00 -L- 50.00' RT. 0' RT. + 09.00 -L- 60.00' RT. q98°25� -BL-32 65.00' R. 72.00' RT. ,, TUGKASEGEE RIVER 5' BASE OUTLET DITCH 1@9 x7 RCBC wiSills -�� N$g�56 58 W BEGIN RETAINING WALL #7 USE DETAIL '30' N 7�oqq 5q�=63� Use Detail '26' W � ,� � ) �� � � � Re� � ' ` � ,, -- ove EX p� � � �:Y l.� \y � P. � �- q ,+63.03 -L- R��Ki� Nc3Hw NC 50.00' RT. s/NFE� P A T �� w& wW ►p DO NOT DISTURB� � �� � � �,��,�au.� � ��� 2 � ROCK WALL � � � ocK � +90.00 -�- � � / ��,o���� � q8' WA�� 25.00' LT. / � O �) � \ \ R�CK w (O �� 1�' ��� � � � �� � � "�� �� N ' �� / y`� + 85.03 -L- 2 �D 69°2 � , k,, cy / + ( �: � 50.00' LT. � � 34, �� �_ 6 323„E � � _ _ _ ^ p • o, �✓`�' R � � �\� ����� _ - _ �S -� � � � ��_�� � ��_ E � , � \� � __- � � , _ry O ,� � C� o� _ _ _ o � �� � Mi � � � � �-- � F - _ � � � RETAII��� ; ` � � � � \ `� � � o -L- STA. 148 + 25.00 +25.00 -L- ��w oF E co�ER � � R �i 1308 � / �,_- Mr� cv BEGIN SBG � -� -- �-- 50.00, Rr. ��� �ERr �_� �N� o«���,c � � �,� - � � � PS /� -� �_ 60.00 RT. W N�r NW & � ,g@'c�p� j+� G -� -� �--- 63.00' RT. �,� ACCESS�g�E� `�-w. ab �;dl�,qg� �3`J�j�' �- --- - �_ 9S REMOVE EXISTING �,� o �42�� R�P � � p � -- - � 69� GUARDRAIL �- `�-; a O 6/° a . % � _.� � --= / � � -L - PC Sta. l43 +98.20 DETAIL 26 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground Z•� rL•;� Ground d � Geotextile � B Min. D= 7 Ft. Max. d = 7 Ft. • B = b 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 2•� 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„ ,� p�E 13�o ^q' -L- PT Sto. 150+63.�.3 L- ST� 1�3`5.0� W 3' BASE OUTLET DITCH 7 V � ' V E N D S B G � USE DETAIL '57' ` t, 1 w 5 0 0 0' R T.L � � ��,� � \ � + 9 . -L- � � � JA ES N BR S� \_ 5 0. 0 0' RT. P�° 9 1 4 P G 275 � �' �� 79.00' RT. �� B 184 PG 414 `�,��� c � �r � 89.00 RT. +20.00 -L- /j� � � �� 103.00' RT. N 63�O,S�, �r \, 9 38��6„ , l � +36.00 -L- W � � _ 50.00' RT. / 00' RT. 101.00' i�. \ � DETAIL 57 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� rl,•,� Ground d � Geotextile � g 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 Grou d Z.�� ��p�'�et 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 SEE SHEETS W-1 THRU W-8 FOR RETAINING WA S N Z O > W � -L - Pl Sta l56 +13.24 Pl Sta l64 +98.39 Pl Sto l70 +79.48 0= 25° 2/' 12.8" (RT l �_ l9° l9' 38.0" �RT 1 p= 29° 22' 23.3" (RT l D= l0° 03' 06.8" D= 7° 38' 22.0" D= 4° 46' 28.7" L= 252.23' L= 252.99' L= 6/5.19' T= 128.2/' T= 127.7/' T= 3/4.5/' �r R= 570.00' (40mph) R= 750.00' R= 1,200.00' SE = 08 SE = 07 SE = 05 RD = l68' RO = l47' RO = l05' �Deslgn Exception Required For Horizontol Curve Rodius N 25 °03'28 ° E 15,42� S 3l°2���5„ E � �� /33 28, 8 �So` 90 � 6 � '�� � S 3/°2?��5„ a N O /3p°�� �. � `r' � C� � � N 4po52,�9„ E �•s 33,5g� �n v N ��°25'24" w � 13e 18' O OI N �� 8623„ E w � Q m - O °j _ v �n z I+67.00 -L- 223.00' LT. +97.00 -L- PROJECT REFERENCE NO. SHEET NO. R -4753 /4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .�`���`"�H"�QR�,����'�. ��.�`��H, CA R p�� ��. ;����o���ESS/p� �'Ly•,, ������.oFESS'j�. 'y9�•�� � ' Q � � : ' � �y': • - SEAL _ ' !. • = � � SEAL ' = 035683 = : � 032 619 ; � ; : ': : : : C� �. � . '- O�'�•,NG I NEE�;:�' p�` �''�'/' �'' c;l'G I NE�'� '`,�'� ,�� -.,��q�'�..J. , ,C`��V����.` '.,��Cqs IR ...SNP�Q��. "►������,, ����� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BAUCOM RODGERS LLC DB 1590 PG 538 � F, 213.00' LT. o �� � � �� S Fip - �� �� o� l� 89 2 26 02 F / BST I / ' - J G � -L PC Sto. l63 +70.68 1. ,sFo �' �' � '°� BEGIN EXPRESSWAY GUTTER x �`� � �' +zz.00 -�- F � seep�erp i ii� ���`� �AMES N BRYSON � °� 50.0 �� `�� �� -L- STA 165 + 30.00 CL B RIP RAP=2 TONS � P � J � „ � ��, +00.00 -L- +36.00 -L- DB 984 PG 4I4 GEOTEXTILE=7 SY i � � �ca S X� 50.00' LT. 50.00' LT. + 00.00 -L- � z� � 4�� � 57.00' LT. 75.00' LT. �` �226, JAMES N BRYSON 75.00' LT. L�7 � � BENJAMIN P. & 3s � � 75.00' LT. o -- + 70.00 -L- , 9 F DB 9�4 PG 275 4 , � BL-35 JES$1�A N. COOPER 93- + 70.68 -L- / � {7$ '193�J PG 623 � � � . - - 78.00 �LT�� + 00.00 -L- u , � � '� � o � �M DB 184 PG 414 � +50.00 -L- +37.25 -L- 50.00 LT. �,, � ' 50.00' LT. M �� 62.00' LT. 50.00' LT. ELEVATBON 2 149,24' +50 0000 LT. ��' J � � � �j _ _�_ ��` �. /66 23.67 i4vo9� +00.00 -L- +50.00 -L- m�� Q � o � S 22°26'02" E � 65.00' LT. � � a � Roc f SEE SHEET IC-3 - q� � � � �� '' , s�°'� �'q � � 68.00' LT. 60.00 LT. � + 50.00 -L- , 75.00 LT. R� X Co i�o �<< ,� � 70.00' LT. � � x N �1 E _ C � � E � PDE E E � y ow �X Nw & C�� � �° � �w� �� +�1' .67 -L� ,,� ���� � ����oT � �,� w �-�� C r � N C. E'�� C_- R � �� C 1411 E _ S r rEN W � � � 5 00' LT. -�� ,-� PC SfO. l 7+64.� E E �� E�� E C C E E E C -- �- -- C q �KE �ED `� � ,`�.�� � E ��C - �- -- -� ,,sr��. ����� -�_.,� _ - ---- �_------- � C _� ___ __- - �� � RO�K�' .s� i ' � ISFD i GR _ � �, ' � �� C � 15" 2 I -��,�,, - „ - - � � � 1405 �� � J � � __ �'-_� - +64.97 L�� � / � G , � � � 140 ��� 1409 ��'��' 30 CSP � � , ,_ -_, -� - � � �,��,� ��� L � � � Q �a � + 60. 0 �L- � �� _ `" 50.00' LT. � � � � � � j�j" -r' '2�-� t. '-��-'��'��s'���-'���s'�',�-�L r �`-����,..�`-�����" -' �'�--���r��._� `� i C� i �A `;`'� / � J - - - , � '� 50.0 . � v� � �,8' � � � q, � r�-' � �� �� _ �, �,�, ��n; ��- �� �-� ��- �a.�o N 5z°i5�i5 E� � � � ip � � /!� `� `c�,� ��'� ����Q _ EXPRESSV� Y � R � �" � Eo R�w � r�� -- - - -- �- �` � ����� ����� ���-�-���-�r-�; �,-��-� _� _ GRAU 350 � ao3 w ;= � o� � � �� -� � `�-�� � �1 , ��� o .0� � AWT A�N p� O � - � � - � �`��� �� � � M _ _ � � Nc �o� 20� esr �I � . „ o � � � �3 1404 �� ', � �+-�g � ��, 3 � w � � : . � �� - - „ ° � � � ,� 6 7 „ � � � �� `�i� a o 0 44 / o 0 0 +� , - - � �, , ' � � 50.00 : -,� �, �,�� - _ N N N o 0 0 0 15,01' �__ �i� -- - l4p) � 88.00' LT�� o�a � V� ` � - � - - +� � 2G1 _ MairvrawE� Riw � \� \<< � � C 2�, � +39.00 -L- ` �� ���_ � � N �` ���� ���-r?�-���'� s- � r� � _ � -� �-1~ �_ ti � '� � ----� � °� � LOWA ZG/ � � N � sg;5 �Q' L� . ° �j� '° �� �► � �ED R�� ��,5����� C I I ' ����'-r�'3�`�-�`�s�''�� � � - - - - - - - - -�_ � ��'� '�..��r_ �,_-r�-���� _ �� � _ `� �N� P �� 1422 1430 � � REMOVE � - rv -q �� s" F //� � � �1 � / � � Mp , , � - -� F F - c�l � �� �-,-,� ,. ��6�5�'2i� � � �� �SS�.'j �P��� � +20.00 -L-� � �. �+ �� ' � � C C 0 N C H W /Q 1412 F � - _ , _ - _ _ � r�._'-- - F F ' - i � `� � 5 �� � iT � BS/ m �, �' � � � R F F R 1413 � -� - � � �� �%� 50.00' LT. � / o � � � � 3 � �_ ,� ��� / . G �' , O � R � - � - - � 50.00' RT. - ���� - -�'`'�` �-� ,�- , �� 1431 � � _ _ � _ � � �� • JAMES N BRYSON �`'`' - Proposed .2 Base Tail Ditch . F _ \ /� /, Q4� � �r- See Detail'12' +50.00 -L- E - � S \ ' , 42I ' �7 � � O� DB 914 PG 275 �� -BL-34 � �P. \� � +08.00 -L- � E Est. . CL B RIPRAPF � �l° � I h a v N DB 184 PG 419,��`^J� c�� � � �_00 RT. E <n � Est. 7 SY TILE F� � �S� � \F��B � �� � � �� +37.25 _�_ +85.00 -L- 50.00 RT. `���v�'�v- ��- `_�,�,- � 0 �o�� k, � � .�,o � S�/ .. � / � 6, o/ J F � � � �� � � G � . � �� � "� 60.00' RT. TUCKASF_GEE RIVER �__ 68.00' RT. +45.00 -L- m ' � � � +30.00 -L- � o � ���/ 50.00' RT. 23ga21' 50.00; RT. JAMES N BRYSON� 50 00' RT. L � l� F 50.00' RT. � � � � '��`"`" N 47°29'09" w 70.00 RT. �7 DB 914 PG 275 \, � z, � � G �� � $� ' �8q � DB 184 PG 414 c� s' F�� IQ,q� 3 � � -, s ___ � � cipss B R�p-Rap=z rons N 6�' BEGIN SBG � �� � +2s.6� -�- � � � , � ' w -L- STA 163 + 15.00 , +is.so -�- F 50.00 RT. q � 3� ir � Geotextile = 7 SY 3� 22'q�. ��� � � , `�� � �3� 5 BASE O ET D� H � � G � 3�� � �C J 80.00' RT. ' � 1@10'X5' RCBC w/Sills �� �,q� � � �0 5�� USE DETAIL 'S�'�, � �, � O 4 � � SEE DETAIL '25' � H�� V ��� ` - - --- � F + 64.97 -L- � � � �qo3a'���� w �_ - -- � --- -_� � 19� L- �o,'� � � , � � � N __ - � 50. ,0' R � � �`� � 50.00 RT. ���� g � j�� �� � �� � 80.00 T.�,,,_ _ F 23 127.00' R. ��� ��� �, JJ �� +87.00 -L- PHILLIP M. CAULEY �, �� Q' � �_ _ N � � 8°3i- � a� 4�o�g � ; - � �� 152.00' RT. AND WIFE, +10A - � �� F � p�� � � -L- PT Sto. 157+37.25 �_,_ �3S,,�„ � �9•57� 9 �� SUSANNE H, cAULEY 50.00' RT. F;��0�'' �� Qj i� w � DB 1430 PG 308 70.00' RT. �B ' � b� � 2' BASE TAIL ITCH _ � ��� q� � � / DETAIL ' 9' ` � �/Q 6`� $ 6 - � � N 4�°09�i � �g �� `7''U ,�,.,-S( 5'y� TB .00' RT. . F . � � 41. � E N q _\� \ 55 22 39 3�„\__�� �„- ��,� f �Y�$-�i`� ��� ,j�^ 75.00' RT. � �_ f��,� � lti � 0 6, � � . �� � \ � � ND SBG���, �, :-L- STA 165 �00.00 �__ � \ \ \ DETAIL 12 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� rl•.� Ground d � Geotextile � g Min. D= 3 Ft. Max. d = 1 Ft. B = 2 Ft. Type of Liner= Class I Rip-Rap 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 DETAIL 58 DETAIL 25 �\ STANDARD BASE DITCH STANDARD BASE DITCH �� �, DETAIL 59 cNotto Scale) �No„o s�a,e� STANDARD BASE DITCH Natural 2 1 Natural Natural Natural \ ( Not to Scale) Natural Natural Ground ?.� ,L.'� Ground D Min. D= 1.5 Ft. � B = 2 Ft. STA.164+95 (PIPE OUTLET) 12 CU. YD. DDE Ground : � D �,•. Ground d Geotextile � g Min. D= 5 Ft. Max. d = 1.5 Ft. B = 5 Ft. Std. No. 876.01 Type of Liner= CLASS I Rip-Rap Ground ?•� D �,•.� Ground d Geotextile � g Min. D= 5 Ft. * NOTE: NO RIP-RAP PLACED Max. d=5 Ft. IN CHANNEL B= b Ft. Type of Liner= CLASS II Rip-Rap �:� . � � '� " �_ ( N 56 5 �' `�� _ i`�'` � -,���'9 °2 � w �'� � � 43 � � N 41°31' ° W ,� -� �� � 3p �5 �� w ���� ��� / � S� 8q S9 3�„ w -� � 40, 01' � ti o�� �8 \ i ���S�sos2,oq W �3 „ � ��� � � ����� JAMES RICHAR�\�`����-L. ��O � LIVING TRUST U%X� �� '�`' DB 1597 PG I �- �-_`�-��� - � -_,�,. �\ N 3� °36 23 W � 33�° 38' _�_ � \ ���-- - -�_ __` STA. 164+58 (PIPE OUTLET) STA. 168+43 ENTRANCE AND EXIT �' � 30 CU. YD. DDE ON PRPOPSED 10'x5' RCBC ���, 40 TON CLASS I RIP RAP 75 SY GEOTEXTILE 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 N Z O > w � -L - Pl Sta l64 +98.39 Pl Sta l70 +79.48 p= l9° l9' 38.0" (RT 1 p= 29° 22' 23.3" �RT I D= 7° 38' 22.0" D= 4° 46' 28.7" L = 252.99' L = 6/5.19' T = 127.7/' T = 3/4.5/' R = 750.00' R = 1,200.00' SE _ .07 SE _ .05 RO = l47' RO = l05' �� � � 6S 6�, c'�, � N qp°52"33,5g, 5, q„ W N ���Z 2 13,18 N 34°II'63„ E 24,8 w VDESIGN - 3 5 M P H -DET2- Pl Sta l0 +9/.30 Pl Sta l2 +40.38 Pl Sta l4 +39.88 Pl Sta l8 +24.29 Pl Sta 20 +2/.80 p= l3° 3/' 24.7" (RT l p= 8° 42' 36.3" �LT l 0= l7° 26' 11.5" l RT l 0= 6° 45' S2.8" (LT ) 0= 33° l2' S4.1" l RT l D= 7° 26' 27.6" D= 7° 26' 27.6" D= 6° l3' 40.1" D= 7° 26' 27.6" D= ll° l4' 04.1" L= l8/.74' L= 117.06' L= 279.98' L= 90.9/' L= 295.65' T= 9/.30' T= 58.64' T= l4/.08' T= 45.5/' T= 152.1/' R= 770.00' R= 770.00' R= 920.00' R= 770.00' R= 5/0.00' SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS BAUCOM RODGERS LLC �SRS \O� 0 ;� g DB 1590 PG 538 y� m � �g � � O� �o , � � �� ��� Z+67.00 -L- � 223.00' LT. + 97.00 -L- P�P ti o 213.00' LT. w``' Po w� N �i O - � � Q N o� O Np O� � EIP "' � Q � S 22°26'02" E `n \ ��o� S 22°26'02" E v, oo``'�w 12.89' PVE 359.43' � ��� � BENJAMIN P. & EiP � � �- y JESSICA N. COOPER � ,� ��, � c � DB 1934 PG 623 �, ��� � �`�'" � rn � I � ° J� � � i9 co l a -Y,���_ r,�,� �_,�_rr��,-s'� I I � °� � �'-'�'��� `� JAMES RICHARD RUSSELL � � � � s�icor +69.00 -L- „ �� LIVING TRUST U/A 7 � N � ��- � 50.00' LT. ��ap° 3 6-�,�� � �`' �' 88.00' LT. � DB 1597 PG I z� ROCK WALL ' �� �� z --- -- � �U __ \ _\_------ �-��-,���-���^_ � ,� �� �- � _ �-���-4 END CONSTRUCTION � SPIGOT 8'GR �' �`' � � � �� � m , �_�,_,_�,__�� �,.�_,-�-,��,� �'�- �'°� � `�, -DET2- STA. 21 + 65.34 BEGIN CONSTRUCTION ��, � +6 �oo -�- � ��� "�ii� -DET2- STA. 10 + 00.00 ' C� � �- � � � +s9.00 -�_ � �� s ,_ � � �. 50. q LT. � � �� 85.00' LT. �� ���i � , o,� � � +70.00 -L- � �.�o ' +23:67 -L� � �, _ �__ A 50.00 LT. , � � -L- ��F� � 50.00' LT. �"'� �� + 64.97 -L- �, � a � - � +00.00 -L- 3�. 0' TCONC �I 0.00' LT. �� ` � JAMES N BRYSON 75.00' �T. �-� I WA�� � `1=�� �s`'`'� gsT � �qNopy BST � �--- � � DB 914 PG 275 �� "' � � `� %Q- � +2�.00 -L _ DB 184 PG 414 4 � � � ', � ��' c�0.00' LT. � �n � �SFD � � � � � �'� m ` � ���� � �� � �� � � � °o 0 4.� q� X 3� ��N� W��� � I �� � � � � � �� � ��� � � +70.68 -L- ROCK/CONC Hw & � `� /Q � � � � w 50.00' LT. UT FLOW EXTENDED 7 �� s FP° � � +50.00 -L- -� STACKED ROCK � � � � + 40.00 -L- � 120.00' LT. � o � + 00.00 -L- �5.00� �T. E � �� ; `� ', z � TEMP. SHORING �� - , i �ROCK WALL ROCK � 50.00 LT. i � __ - MAINTAINE/D R/W DI �� � F +50.00 -L- � �M�q �2� , _ _ - - - � - � ` � ' ,� � 60.00 LT. � 520�5��5 � � � ��_ �� ��' � ��� � � �� N� �� NC l07 20' BST I I � � � � �t ,� � �,,,r � � - o F _ - - - F - - °03'33°. W II __I\ , � �7 ++_ \ � �� �� �� N 52oI � ` ��- � F cT� _ , � MAINTAINED R/W O II� � \ ,� � ,,,� / � F --- F -- - � -- �F- � ��'�,� �G �� � � �r���/ /���� -- _--- � o � ��C ��� , ' ��� C ----- �---� - --- �;��� ���'� � ��� ,A ,� � / �� �� � � o R � �W � � A o o . M � \ � � v` � ' ' � c�, \ -v,S� � / / � _ F r� � � '� o o g �r- _ \ \ � . � � -- -- sT _. �\ � � � � � � ��� /�� � � � _ _- -- F �� ---_ � � � � - -- P _ �`°� � � � F ' F i , � � f��' ��� � / - � ' �� � � F - � j � + 30.00 -L- � , + 64.97 -L- � -F �c y� E � � i ` ', L�� T �sg� � � ° � /N � � z M . � Z ��� / 50 00' RT. 2 O �% (� I � - - - � � � _ r,-,S� / / � � �- 50.00' RT. � � �; , � � � S � � O. .p � � � � � / � ' � , � � � � E E �� m� � � I F p� F -� ' _ �'�-1-c�,, ,o � �, � � � �, ,���� � ��- � , , F � o� YP. E E "' , - - _ `ti-�- � F ,s i �,o ,_ , a � �, E � F NC. F - - � - � ���� PROJECT REFERENCE NO. SHEET NO. R -4753 /4A RMi SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .�`���,��„� Q RD ���''�, .�`�����:, �A R�� i''. �������� ESS %p� �'L,9 ��: .`�, ��' pF E S $ �0 � �9,��,. ' � Q � = ' ���� �9 �' : = S E A L = = SEAL �� ' = 035683 = : � 032619 � = - '� � :��.. 'y: �%�O,q'�,N�I NEE���p `���� �G����F,�� I NE� ���'��. �' �.,�;� � J. C�-����``� �'�.S �R 11 SNp,.�`� , �������� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED + 50.00 -L- 140.00' LT. + 95.00 -L- �F 140.00' LT. F +80.16 -L- 50.00' LT. � / / �� M , ' � � F E O �,' �, + 10.00 -L- + 61.00 -t� _ �, � �, , 1' . R �t �" _ . �� � ���,�� � Q � � G � �� + 18.80 - - � � + 23.67 -L- 50.00' RT. � . ' S0.00' RT. - �,� � F ` �� �� � ' - / � � � - - F - - - � F 2 �' E � � 80.00' R z � � 50.00' RT. � 70.00' RT. �a �; �7 75.00' RT. � F � ,�h' � � ��� � � _ 0 ��ti � � ' � PHILLIP M. CAU EY �°�/ �i, 4 8.00 -L � E �� �� � � �- o \ �� �NE � �NC' � AND WIFE. �� .00' R :�' `"">- �^'�,5�� j' � � � � �� �N�� �-� � TYF. � � o Sus,4NNE H. CA �EY �;'�`'�`�� TEMP. `� ORING 4� TEMP. GUARDRAIL E � qpF -� �\\ \ PE� � E �-,� TEMP. GUARDRAIL �B i43o Pc 3 8 �� s-� � � +55.00 -�- w R ��\\ ,-,s � � � � � +45.00 -�- 65.0o R-r. � � � \V � 50� � 47 JA ES N BRYSON � DUE � ; ., -�, " '' � � �, ,��'��' ' � r,.� 50.00' RT � � R 8�4 PG 4 4� � ti � � � � 5 % e `��pq„ W �� �' � , 65.00' RT. -�-,s��� / � F<< `� ��� � � \ + �o.bs -�- � �,� 48 ,�-„��s ,� � �-zg' �-�,_-���-,s� � �_, � ����� � TI E TO �EXI � oT � �� � _ �' ' � 5� „ w JAMES RICHARD RUSSELL �"'�`�"'��� GUARD'IZAIL r � � � � � � ��� / � + 70.00 -L- �� � � � �r- z`;r�_v�,Z5� DO' RT. o `�s���_�ti,�� � �� s-� � � � - �°5g'3o �IVING TRUST U/A - ��� +5{�:0��'�k.- __ +87.00 -L- �'� � � � 5�12•84 �� � _� 5 . 0' RT. � 19:Q0 -L4-^- _ � � 09 �'� � � \ � � DB 1597 PG I - +20.00 -L-���; �� F<� 0.00' RT. �`�r , - �9' E 152.00' RT. `�� � �„ w 40 �5052'04„ W -'� ���- ,�� 5 � TEMP. 50.00 RT �rw� N q �,� N q��3 � � ��� ,� ti,-�,s -����s�'�'�� 6�5.00' RT. � `u,�� �`-�'�r-r-, � -� _ 19,5� / ',, 80.00 . �:r --`'-�- -� �� � � + 80.16 L- �. GRAU 350 TL-2 �2�.00� RT. - � -�-��������-� � -�-��-�� � ��- - �� , �� i � 148 2 ' - -- ' _ -� / `�� _ �� 50.00' RT. % �- \ � , 0 4 � N 22°39'30" W � � �-� 43.68" - 4�°09'19" E N 30°I5'20" W N o�0.08� � o �� I, � 238,31' �p55' 02� o�v N 30°36'23" W 3�„ w �n �n 330,38' -QET RC Sf�. 18+69.�9 �O �� � N 22°35'll" W u-, 40" W ,� N 30°36 23" -DET2- PRC Sto. 12+98.SO JAMES RI ARD RUSSELL � � � 330,38� -DET2- PC Sto. 17+78.78 � �iviN TRUST uia �, V D 1597 PG I �,� -DET 2- PRC Sfo. ll +� .74 -DET 2- PT Sto. l5 +78.78 �� z3q's �s,,, w �� . -DET 2 - PC Sto. l0 +00.00 = � � - -� � � -D�T � �- T Sta. 2/ +65.34� ��s���� - �_ _� -��OT�Sto. l6/�15.50 � �� - � � �� ��� - �- -L- POC Sta. �172+94.89 ����� �-- - �_ �� _ -- -��� OFF 3.04' LT. � _ �� -�__ �-- __ � � - NOTE: INSTALL 48" TEMPORARY BYPASS PIPE � �- �- � � � � � �0 � \ \�� ��------------------------------------------------------------------------------ SEE SHEET 30 FOR -DET2- PROFILE PARCEL 50 WILL NOT BE PROVIDED ACCESS (-DRV4-) DURING THE TEMPORARY DETOUR DURATION SEE TRAFFIC MANAGEMENT PLANS FOR TRAFFIC PHASING. SEE TRAFFIC MANAGEMENT PLANS FOR TEMPORARY SHORING OFFSETS AND STATIONS ALONG -DET2-. N Z O > W � � � � o � o � � m °-' z� � �� � �� co M�� � � o� �� N � �� � z � ,a 0 °'oe� S`a 6'�, S �� Pl Sta l70 +79.48 �= 29° 22' 23.3" �RT J D = 4° 46' 28.7" L = 6/5.19' T = 3/4e5/' R = 1,200.00' SE _ .05 RO = l05' JAMES RICHARD RUSSELL LIVING TRUST U/A DB 1597 PG I st�_ i�R+�R_nn= Pl Sta l82 +98.70 � _ /7° 20' 27.8" (LT J D = 4° 46' 28.7" L = 363.19' T = 182.99' R = 1,200.00' SE _ .05 RO = l05' STA. 170+31 RT. (PIPE OUTLET) 5 TON CLASS B RIP-RAP 14 SY GEOTEXTILE 5 CU. YD. DDE + 95.00 -L- 140.00' LT. � � C C E �-- --� � � � � � � �� F. C _C �� � � �----- �, -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 STA. 177 + 35 LT. TO STA. 181 + 00 LT. EIP NAD 8�RS 2007 \1°�g �� � S 22q �1' s �� �` s N - �c S �g°�2' A9, � 2�p ,2 EIP FROM STA. 176 + 50 LT. TO STA. 177 + 35 LT. ?? TONS CLASS B RIP RAP ?? SY GEOTEXTILE 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 Proaosed Guardrail to Use Weathered Steel Unless Otherwise Noted PROJECT REFERENCE NO R —4753 ILW SHEET NO. ROADWAY DESIGN ENGINEER �����nnin���� ��•�` H C A R ''�.,, ;�����Q �ESSip'� ��Ly'', - SEAL� = ; 035683 ; % O � ;�•,i�G► NEE�; �� ��: �' q�'0 0 V.`�� ����' %�� �����; ,�`. . SHEET NO. /5 HYDRAU LICS ENGINEER ����� � � n►►�� ���•o��N, �A RO! j �. ��� �;�OFESS•/prL ;y9,�'. � •� y: : . �; - ' � � SEAL ' - = � 032619 � " , . . ' �' '• � `�: �'�.��'�S:y� I NE�:P�Q,�,,•,. .,,���R �� SN ��. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED QCr_I1�1 CYDDCCC\A/AV r_I ITTCD � 00°I5'16" E 221.07' 56 SHOAL CREEK CROSSING, LLC DB 1777 PG 251 DAVID R. DAVENPORT DB 2017 PG 728 LOT 2 N �� �3.2q, 9S �3„ e � SBG = SHOULDER BERM GUTTER SEE SHEET 24 FOR —L— PROFILE SEE SHEET 28 FOR —Y3B— PROFILE SEE SHEET 29 FOR —DRV4— PROFILE N Z � N > W � S 00°IS'16" E 22i. 0 7� -L - Pl Sto l82 +98.70 Pl Sta l93 +50.0/ Q= l7° 20' 27.8" (LT ) p= 3° 37' 48.2" (LT ) D= 4° 46' 28.7" D= l° 25' 56.6" L = 363.19' L = 253.43' T = 182.99' T = 126.76' R = 1,200.00' R = 4,000.00' SE = 05 SE _ .02 RO = l05' RO = 42' -Y38 - -DRV 3 - Pl Sta l0 +62.80 Pl Sta l0 +27.2/ 0= 95° 29' 34.9" �RT l p= 26° 28' S9.7" (RT J D= l90° 59' 09.4" D= 229° l0' S9.2" L = 50.00' L = 11.56' T = 33.02' T = 5.88' R = 30.00' R = 25.00' SE = NC EIP 56 SHOAL CREEK CROSSING. LLC DB 1777 PG 251 �_ F Q / N i9 ( � � � �I� DAVID R. DAVENPORT DB 2017 PG 728 LOT 2 STA_ 1R4+7R_9n STA.186+52 (Pipe Outlet) 15 TON CLASS I RIP-RAP 30 SY GEOTEXTILE 11 CU. YD. DDE ^ '� P � M ^ti ��, , z S 87°00'15" W 16,82' S 70°13'36°g�, � ��, �s. a �6 � `f's s� ��, � �� 5���' N �o� �\ � �o„ w N aA'�� STA. 192+00 RT. (Pipe Outlet) 26 TON CLASS I RIP-RAP 50 SY GEOTEXTILE 19 CU. YD. DDE S 66°15'24,� W qp,l9� STA. 189+96 RT. (Pipe Outlet) 5 TON CLASS B RIP-RAP 14 SY GEOTEXTILE 5 CU. YD. DDE STA. 186+57 LT. (Head Ditch) 18 TON CLASS I RIP-RAP 30 SY GEOTEXTILE 9 CU. YD. DDE STA. 185 + 00 LT. TO STA. 186 + 00 LT. FROM STA. 192 + 50 RT. TO STA. 195 + 00 RT. IV'4D 8�/ �SRS 2��� 0� A� �\ �� S A,��. DEBORAH K. MacDONALD FRANCES HALL CRAWFORD LEE ROY HALL 62 �B 1096 PG 220 DB 172 PG 50 GIN EXPRESSWAY GUTTER I Sto. l0 +79.56 Note: All Driveway Radii are 20' Unless Otherwise PROJECT REFERENCE NO R -4753 ILW SHEET NO. ROADWAY DESIGN ENGINEER ���,,,►� � ���,,,, ��•�` � C A R ''�.,� ;`'���Q �Essi � ��Lq-:, = SEALQI = : 035683 ; �-, oq�FNci NE��•' o .� �� ���''�.�,;�..J. C���.�`�`. ��,►����►►,,•, SHEET NO. /6 HYDRAU LICS ENGINEER ,,,��0`��N � CA R p��,�� . �; oFESS /p• �'9�'�, �` :� �Ly: : . �; . ' � � SEAL - = = ' 032619 � " . • . - � �'• � y: �''.;�� F'y� I N��,�Q��'�,�� . ,,���5 �R � � SNP���, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 64 SAMUEL WADE GALLOWAY Note: Tie all Driveways to the Right of Way Line. Follow the "Pavement Design for Driveways" Memo Dated March 18, 2002 as Directed by the Engineer Note: All Proposed Guardrail to Use Weathered Steel Unless Otherwise Noted BDO = BERM DITCH OUTLET SEE SHEETS 24 & 25 FOR -L- PROFIL SEE SHEET 28 FOR -Y3B- PROFILE SEE SHEET 29 FOR -DRV3- PROFILE -Y3C - Pl Sta l0 +3/.78 Pl Sta // +29.79 Pl Sta l2 +18.13 p= 79° 04' S2.9" (RT J 0= 8° 46' 24.1" (RT ) �= 92° 36' 40.0" (LT ) 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' a�' �' 6's �6 -L - Pl Sta 205 +28.46 p= 9° 44' 46.4" (RT J D = l° 08' 45.3" L = 850.52' T = 426.29' R = 5,000.00' SE = NC NAp g�N SRS 2 007 EIP N 22° 45' �8° W 24�,82� � ao° E °a "s`a S 2 36 3� EIP s9�, 6S� , E �a S 2q°08� QQ EIP J' 55 •�Z PROJECT REFERENCE NO. SHEET NO. R -4753 /7 RiW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,,,``����iui���iiii����i 0����'CARp� ��,. . ` �N �AR�� ' , � o� . . . ,,, i�,� ,,'�oQ���s'sioti•'tiq--; :.�`�.�oFEssio• -�',, - SEALQI - ' �� SEAL�9�•� = = 035683 = : ��; 032619 � = ',, O''F,�G► NEE�•' p�.�' ��'.�'%� �' �c�;G I NE�'�''Q��c.�y'� ,',������� ,..C,��V,,�� ����5 �R ��� NP�,,,, ����� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R�W TO BE ACQUIRED BY S 2q�AQ'`5�� � � PERMANENT EASEMENT. \q2 30 �`� �, � -L- POC Sto. 203+44.25= E,P R�W TO BE ACQUIRED BY �� -Y3C- POT Sto. 10+00.00 PERMANENT EASEMENT. ANDREW �• M ART IN � AND W�FE, s S 74° 50' 44.4" W pORIS 5. MARTIN EIP � pg 342 PG 336 3�° E __ �isTr�iBulioN Box FOP � '\S � �q��� - MU�TILPLE DRAIN FIELDS a , °9a � .f` ,.z��6'28„ E � -L - PC Sto. 20/ +02.18 I -a � ��� �� � z � � � � E'P � �� �� END EXPRESSWAY GUTTER . p � � B � ��Q �, �, -L- STA 199 + 68.00 � � � � �� � � � � ��� ��� `�a �,, ` � �� � � � ` 0 S q 3a� � � E�P a I \J END EXPRESSWAY GUiTER \ -L- STA 207 + 68.00 � ��� 23��° 2a„ E � � � � � 5 ��� gg' OW i � � � � � ROBERT L. CH STAIN � �� I� -BL-43 ,' � � / s � ' � DB 1603 P 314 Q N � �� ,% � < , � 7/ � � �� , � � ISBK � � �� � �� �� -BL-42 � �� � / ��Pr �� � APr � � , � s izqo'S3" E s i2°o5'2q"� � / I BEGIN ��EXPRES WAY , TER 2 8 � - `�' �� 203 + 5 � �-' �`� � CHERRIE ANN MOSES AX��- , Ei '' � � � o � � � � � �� � � DB 566 PG 481 � wa I� ��4 � � w�� i _, � � � � � o �"� MULTIPLE � �� ��� � � ISBKD C� �' DRAIN FIELDS � � � � I � � � ; � "' �A�Y- CR�W F 0 RD ��T H � � � '' ���`� �- _ - � � � � O DB 12 P65��4 `� , � �� � � "� � -�----- � � � � �' � � �, DB 7E PG 18 � � \, � � ', � � � / � � �� �� � ALVIN J. ASH�E. JR. �� � �' � � � � � � � � � E� 200' � � � � � W � � � . i o� �r, � � � � � � AND NIJF�, �n- I � � ,'� � � � sEPT c o �,� . . �r� �'2 � BST �� �, �,�,� �?,�-,����4NCHE �,. �4SHE � �i �gsT � � 4� � -�TAN � 5z oi� `�0 UNIF�RM TAPER ° 1� T � RN LA + `� � `� �B II10 P(3 4�25 � � � / � � � � � � � � i �� � ` c PUMPs � � � � + 02.18 -L- � � �P ° � � `� ��`-� 50.00' LT. � SPE�� ,AL CUT DITCH � � / ��-Y,���z-„� �, EIP R �� � � � � � ,r� _ �-,s�'�-�-r'�-�v 707 1708 , N o , � � `_r � �, ��,.� I �7,�E DETAIL '61' � E�P � ��s�� F - - _ - - - - ' � � �� � � , � � ga'--�'�L�__ � - ---- p ' � � j MCCALL '� � �� � MAXINE MOSES BOWMAN, ET. ALS. � � � ��- � � +7 i gg° � F _ _ _ - -F `� �G� _ __ - � � � ` � � ` , � � �" W + �`���-� - -- � y� � i SAM WADE 4 � � FAMILY � � �, DB 170 PG 547 � , , , I8 03' �a �� ��°03'3 F �-�, - - - - ��� �r-� _ ,- - � _- - - ` 170 � � � E��_ N �`� -- �ALLOWAY � `� � TRUST � � �� �. BM#II � ���` 1 _ ��l �� � F � _Y-,�a��- _ _ _ � - - -- 1�� . , , �� 3G �� _ � I6,27' DB; 1214 PG 692 7 `�° �� DB 876 PG c�4 � � � �� 7 ELEVATION 2198a64' � , �- ,/-� � _- � � 04 _ � � � � � � �-�, � � � SEE SHEET IC-3 17 5 i � 8 __ - -__------�--- _ --,�=- --- �� �� � �� ` ` „ r, � � � o 6� � � � � �� �GR 1703 2 � � LG� ��i �I � � � � � _ _ - - - -T FO- - � T ��---�� =T_ -T � �-- � z �- � ISROCKD ��; � C° � _ _ _ _ � _ - p, _ _ - - _ �o� � ^ � �M� _ _ �MP PSOD � � � /� �� � 1�,50' � 17�9 17�2 _ _ _ C - - - - W REMOVE I�� _ _ _ - - - - - - - - � N ILLE A. OWEN � _ 1712 _ _ � �� - - - � � - � ' � \ `�^� _-- � � �� � o � R_���Q��F6��� ` �S -p-- � F F --- r---'_=`�`W °5C2G1 _ _'-� 6585, F W �S �OCK N 08°58 4 ��� W � �� � -- G� - � � ii' , � _ _ '� ,' � °, • 21 WANDA�° OW� � ,- - �05,06„ � � � � � �i�-� 17 Ol _ _ � - - - o � �� ��36 `�� `� � 'i' 2� L-- 9'BS �G�F � �'� •: �� � � �NTAWED R/W � � �� 35O W\LT �� �BSi � � INC. DB 4 H � F `�� -t i i � p � i � �� � �� C. ��`'-�-'�-�?, �� - - - - - G�,� M[s � � 20' gSi � � � � �° '�' � /qg 8 --- � �R � R +" , � ° � C�� i � �� F � � " �O �N +27e28 C _ _ -��� � �' � � NC 107 � - �� �+44,5 � NW 3�------ ,� _ _ � � , � - R I� IP � 07'_ _ - - � - - - __� _ � � �ro `t,� 3 e ��pb _ --------- ,- 03'24„ W I-IT� � � , �" � � � - - - � + 10.00 -L- N �� � ��"? � /a� G�JTTE _ +� .0�` -� ,_ F � 00 C _ - + I 19 RESSwAY - � � 3�� E � � _ �� 50.00' RT. =� - � � '� E 50.00' RT. 3�3°`'g W� ,� �'' � � _ _ �,' 79 i'36° E i5,ii� P� �- ° 21 34-� -m��1� e � � _ _ _ - % ,- N �, s w �°� , -" ,� 100' PAINT C� - N 18,9 - s 16 � �' �e � ` _ GRi' I °5��13" �� `U� - � � � � � � � �� �,�' � � � - � - � � i GR � � � N �5 ° N 43' A E -l�.3�. - P�. _ ����"��.����'S�� � � , ' + - - `� - - - - � � G� a� �. -- � � j � 5 �'S„ �ai 3` �i;� � �-��R � , , ,/ STRIPE TAPER � � _ _ _ � � - 3 ��3� �F - - - � - F - R - - - - - - - i_�i�- i�� '� , � � �TL ' � � o�� _ � ��� g� - �' , � �� NEVILLE A. OWEN � _ � - - o � �► � �' - , -' � +o2.�s -�- wo' � m �, `� -f-2o.o0 -�- -�(P � �,��,`°' Y�-�`' �T Sfo. 10+45.65 , c�- A�vD wiFE, F - , �� �� R' WANDA MOSES OWEN o - � � , ' � 50.00' RT. D K � , 50.00' RT. 5 a ^ , „ G N `� o -- C �-T!��02a76 F +85.00 -L- � , � 1 � ,,-� �� E ��'-�� �iV 26 �4 22.7 w � ,' �g, � - .. _ _ � � - � I7,49' � ,, ; � �^; `� -� � �' ,' � ,' m DB 2136 PG 746 �2-I� �. � _ _ � - - - - - F GR F ' _ � ' � 5 00�00 T-L- -Y.3C - PT SfO. l2 +26.�� Nb' � � �O`° ��'� �� ' C� ' � � � 50 00 RT. �- - 4GAS �P �-� ` � � � � `�"' � _ �' - � > ' ' `� � 55.00' RT. S 70 05' 2/.3" W a �, �`�° �` �j ' � ' �' � 68 > _ i� � .. wi����, � R �� � � s O � O +03.60 -L- c� � � � � s� � W`L' +28.00 -�- � � ,a so.00� RT. -Y3C- PC . ll� 6/ � � � ' �/ +50.00 -L- � �'� ��`'oPY ' �,T ' ' ' �� END CONSTRUCTION +66.16 -L- � � � �°x �o.00' RT. . � ' ���� � 55.00' RT. , �R �� � �3 _" , � � , - �� �' �' -Y3C- STA. 12 + 30.00 a$.00� RT $s.00� RT. ,,�- � �o � � ,-' ,,�� � Q Q � I I ns � ���,� o � � i � ° ' , ,' +40.00 -L- � �,���?- � �- N , � �- ,000 "A� ` - �SMT�BUS �, �� ' _ _ 128.00' RT. � Vll � � BST � � , � SPECIAL CUT DITCH .n , ,� Y3C POT Sto. 12+33.09 0 � � / �-',-����� � �� � �, ; x usE �ETai� �6�� �• 6�5 � � Q � �, � � � � � � � � ,'�°,�� � �� ��HTR � ,�� ,.�, � �-Y3C- PT Sto. 11+48. �9 � � ��, '� ^' OBERT �. H,4S � �° � -f- �� � �j8 NEVILLE A. OWEN � � � ti�' a "- ' ' � AND WIFE. �S "-'� , ' � � �,� a�•�a N I ��7,--J�S.� I�-� � I � � � ', DO A�ERiE A. AS�i ,, � �� , ,' AND WIFE, � �"� `�° TUCKASEIG�� BAPTIST CHU�CH �� � � , X � _DB �2�0 DB 228 w -f- ,� � �� WANDA MOSES OWEN � � � � �`' DB I,8 PG 406 � � � �� ,' '� o � � DB 2136 PG 746 +57.00 -L- � �- � � �� ,'� _ _ i � + � - � � ��,� � ,' `� � � �� F�usH ouT �iTCH ,' �� � Y3C PC Sto. l 03.4 � o�s°�, ,� �2�� cH� � �, MAXINE MOSES BOWMAN, ET. ALS. 9�,��� �70.00' RT. � � � � �� � ; � DB I70 PG 547 �o, "�8, ..� � O O �-� � � � � �� , X , � � , , � � � � � , � , � � � � � ���� PROPANE � � , 9s �,�,0`�,'� s� 9� � �� � +65.00 -L-F�nG �O�E�J I � � , � � � ' ' -BL-41 F` a'�a�� +70.00 -L- 60' � �,� 149.00' RT. � , ,' o� � � � � ; `' / 196.00' RT. �9�,, 7�`'� � �' ' �` � � F, P�ipe Outl�t Chpnnel ' -� � � � � � � ! � Pipe Outlet C�nnel 0�,2 �a'l Use Detail 53 ' �� � ' � L T ♦ � `-`� � � Use Detail '60' � Qao I� , EIP S � � � � � � � ; � NEVILLE A. OWEN N o � � E�P AND WIFE, Q � � L� 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 ti DB 921 PG 78 a1 �' 9 �� 9�0 � AQ\���0 9�\9_ �j TAIL DITCH FROM PIPE OUTLET 24 CU. YD. DDE EIP DETAIL 61 CUT DITCH ( Not to Scale) Front o� Ditch Natural � b'1 gt Slope Ground �•� D F\a'� 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 /`SiS., 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 � N > w � -Y4 - PnT Ctn l 3-�7� -r, l CHERRIE ANN MOSES DB 566 PG 481 _ i_ oT c+„ �nn ��� cn � NEVILLE A. OWEN AND WIFE, WANDA MOSES OWEN DB 2136 PG 746 �.�r, .....� Q � Q �� � � l9 36"Sg„ F 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 Ri STA. 209+30 RT. (Pipe Outlet) 5 TON CLASS B RIP—RAP 14 SY GEOTEXTILE 5 CU. YD. DDE BM#17 EVATION 2I61o17' �� SHEET IC-3 AUBREY E. HENDERSON AND WIFE, HAZEL C. HENDERSON DB 246 PG 39 AUBREY E. HENDERSON AN WIFE. HAZEL . HENDERSON DB PG 269 ETHEL MOSES CHERRIE ANN MOSES DB 121 PG 496 DETAIL 33 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� rl,•'� Ground d � Geotextile � B Min. D= 1.5 Ft. Max. d = 3 Ft. B = 3 Ft. of Liner= Class I Ri —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 DO NOT DISTURB WATE R LI N E SPECIAL CUT DITCH � USE DETAIL '23' DETAIL 23 SPECIAL CUT DITCH ( Not to Scale) Front t Ditch Gr�ound ?.�� ��pi'�eC Slope Min. D= 1.5 Ft. FROM STA. 211 + 50 LT. TO STA. 212 + 80 LT. \S /2 �q 9 239 89 8„ AUBREY E. HENDERSON AND WIFE� HAZEL C. HENDERSON DB 1098 PG 350 TIP PRC� IFC'T R_d7�� —L— J I A. L 14 -� �V.VV -V- �J I!'\. L 1� I L J. V V —1 — PT Cf�, �/F-�F�RQ \ \ ETHEL MOSES CHERRIE ANN MOSES DB 121 PG 496 —Y4 — NC 28/ /370 2000 20/6 ADT 2035 ADT Pl Sta 205 +28.46 p= 9° 44' 46.4" (RT J D = l° 08' 45.3" L = 850.52' T = 426.29' R = 5,000.00' SE = NC -L - PROJECT REFERENCE NO. R -4753 RiW SHEET NO. ROADWAY DESIGN ENGINEER ,���u � i u �,,� .�`���H �QRO� �''�. ;.�'�� Q�� �'s'��ti.'�9 --: = SEAL� = ; 035683 ; '-, oq�•FNci NEE`�� �o .� ,,'���'�'�� � � � ��;���`,``. SHEET NO. /8 HYDRAULICS ENGINEER �����n m��� .������N . �A R �� i �'� ,.•�o; o��s s•,o . ti9�.,, , �•�� SEAL �9� •� : � � = ' 032619 � = . � .. . � : c,, � :,�-y�, : FN� � NE��: ����, .,��C9S • R . SNP�Q��. '�•�.�����►►•`• DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� �� �� �� �� �� � \ I �� �� — � � �� _ � � � �\ � � � � �� � �� �- �— � - - --� � S �83386 8 S9 �� Pl Sto 2/4 +36.86 �_ l3` 59' 33.2" �RT l D = 5° 59' S8.4" L = 233.23' T=//7.20' R = 955.00' SE = Exist (.041 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 Note: Transition From 6' Paved Shoulder to Existing -L- Sta. 213 + 51.03 to Sta. 214 + 01.03 Lt./Rt. PROP. CONC. ISLAND PROP. PAINT STRIPING GTD = GRADE TO DRAIN SEE SHEETS 25 & 26 FOR -L- PROFILE SEE SHEET 28 FOR -Y4- PROFILE