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HomeMy WebLinkAbout20151074 Ver 1_Application_20151014PAT L. MCCRORY GOVERNOR a �,a STAT� q� � � � ., �� �., n �� .���. STATE OF NORTH CAROLINA DEPARTN�NT OF TRANSPORTATION October 13, 2015 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. John Thomas NCDOT Division 9 Project Coordinator NICHOLAS J. TENNYSON SECRETARY Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality Certification for improvements to SR 1221 (Old Beatty Ford Road) from SR 1337 (Lentz Road) to SR 2335 (Lower Stone Church Road), Rowan County, North Carolina, Federal Aid Project No. STP-1221(15), TIP No. W-5313. Debit $240.00 from WBS Element No. 46136.1.1 Please find enclosed the Pre-Construction Notification (PCN) form, Jurisdictional Determination (JD), North Carolina Division of Mitigation Services (NCDMS) Acceptance Letter, stormwater management plan, permit drawings, and roadway design plans for the above referenced project. A Categorical Exclusion (CE) was completed for this project on May 15, 2014. The proposed let date for the project is August 16, 2016 with a review date of June 28, 2016. However, the let date may advance as additional funds become available. A copy of this permit application and its distribution list will be posted on the NCDOT website at https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx. A copy of the Categorical Exclusion (CE) is also available at the above website address. Thank you for your time and assistance with this project. Please contact Deanna Riffey at either driffey cr,ncdot.�ov or (919) 707-6151 if you have any questions or need additional information. Sincerely, __ �.?•, �- Richard W. Hancock, P.E. Manager ��� Project Development and Environmental Analysis Unit Cc: NCDOT Permit Application Standard Distribution List MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-6100 PROJECT DGVELOPMENT AND ENVIRONMEi 1TAL ANALYSIS NATURAL ENVIRONMENT SECTION FAX: 919-212-5785 I $9$ MAIL SERVICE CENTER RALEIGHNC 27699-1�98 �VERS/7'E: li'{i'{I:NCDOT.ORG PHYSICAL ADDRESS: Century Center- Building B 1020 Birch Ridge Dr Raleigh, NC 27610.4328 d���4'� � Y�� � �Y .3 � ��S �r �?.d� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR OCtObOY 6, 2015 U. S. Army Corps of Engineers Regulatory Field Oifice 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. John Thomas NCDOT Division 9 Project Coardinator NICHOLAS J. TENNYSON SECRETARY Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality Certification for improvements to SR 1221 (Old Beatty Ford Road) from SR 1337 (Lentz Road) to SR 2335 (Lower Stone Church Road), Rowan County, North Carolina, Federal Aid Project No. STP-1221(15), TIP No. W-5313. Debit $240.00 from WBS Element No. 46136.1.1 Please find enclosed the Pre-Construction Notification (PCN) form, Jurisdictional Determination (JD), North Carolina Division of Mitigation Services (NCDMS) Acceptance Letter, stormwater management plan, permit drawings, and roadway design plans for the above referenced proj ect. A Categorical Exclusion (CE) was completed for this project on May l 5, 2014. The proposed let date for the project is August 16, 2016 with a review date of June 28, 2016. However, the let date may advance as additional funds become available. A copy of this permit application and its distribution list will be posted on the NCDOT website at https://connect.ncdot.�ov/resources/Environmental/Pages/default.aspx. A copy of the Categorical Exclusion (CE) is also available at the above website address. Thank you for your time and assistance with this project. Please contact Deanna Riffey at either driffey�a=,ncdot. _ o�v or (919) 707-6151 if you have any questions or need additional information. Sincerely, Richard W. Hancock, P.E. Manager Project Development and Environmental Analysis Unit Cc: NCDOT Permit Application Standard Distribution List MAILING ADDRESS: NC DF,PFlRTMEN"f OF TRANSPORTA'I'ION TELEPHONE: 919-707-6100 PROIECT DEVELOPMENT AND ENVIRONMENTALANALYSIS NA'PURAL ENVIRONMF.Mf SECI�ION FAX: 919-212-5785 1598 Mn�� Seav�eE CeNTea Rni,eicH NC 2'7699-1598 weasrre: www.NCOOr.oac PHYSICAL ADDRESS: Century Centcr - Building B 1020 Birch Ridge Dr Raleigh, NC 27610-4328 ��oF w a r�9Q� � � 5 � P Y Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. 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. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Improvements to SR 1221 (Old Beatty Ford Road) from SR 1337 (Lentz Road) to SR 2335 (Lower Stone Church Road) 2b. County: Rowan 2c. Nearest municipality / town: China Grove 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state W_5313 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6151 3g. Fax no.: (919) 212-5785 3h. Email address: driffey@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.52007 Longitude: - 80.487687 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 24 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Dutch Buffalo Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WSII HQW 2c. River basin: Yadkin-Pee Dee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Land use within the vicinity is primarily of agriculture, interspersed with residential development along roadways and forested areas. 3b. List the total estimated acreage of all existing wetlands on the property: 0.015 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1779 linear feet 3d. Explain the purpose of the proposed project: To improve vehicular safety and traffic operation along Old Beatty Ford Road (SR 1221) by widening the exsiting facility, constructing paved and earthen shoulder, drainage ditches, and purchasing right of way along roadway for highway maintenace and operations. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves improving Old Beatty Ford Road (SR1221) from Lentz Road (SR 1337) to Lower Stone Church Road (SR 1001). The proposed project is approximately 7.3 miles long. 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 / project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown Comments: SAW-2012-00693 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary � Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT Name (if known): Deanna Riffey Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. April 21, 2012 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): � Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem orar T Site 1❑ P❑ T Choose One ❑ Yes ❑ Corps 0.00 ❑ No ❑ DWQ Site 2❑ P � T Choose One ❑ Yes ❑ Corps 0.00 ❑ No ❑ DWQ Fill & Site 3� P❑ T Mechanized Headwater Wetland � YNo � pWQ <0.01 Clearing Site 4❑ P � T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6❑ P � T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts <0.01 Permanent 0 Temporary 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact number - (PER) or jurisdiction stream length Permanent (P) or intermittent (Corps - 404, 10 width (linear feet) Temporary (T) (INT)? DWQ — non-404, (feet) other) Site 1� P 0 T Fill UT Dutch Buffalo-SB � PER � Corps 3 13 ❑ INT ❑ DWQ Site 1❑ P� T Fill UT Dutch Buffalo-SB � PER � Corps 3 19 ❑ INT ❑ DWQ Site 1� P❑ T Bank UT Dutch Buffalo-SB � PER � Corps 3 18 Stabilization ❑ INT ❑ DWQ Site 2� P � T Fill UT Dutch Buffalo - SD � PER � Corps 7 6 ❑ INT ❑ DWQ Site 2❑ P� T Fill UT Dutch Buffalo-SD � PER � Corps 7 19 ❑ INT ❑ DWQ Site 2� P � T Bank UT Dutch Buffalo-SD � PER � Corps � 36 Stabilization ❑ INT ❑ DWQ Site 3� P 0 T Fill UT Dutch Buffalo- SE �RER � Corps 6 15 ❑�N TINT ❑ DWQ Site 3❑ P� T � PER � Corps Fill UT Dutch Buffalo-SE 6 15 ❑ INT ❑ DWQ Site 3� P � T Bank � PER � Corps Stabilization UT Dutch Buffalo-SE 6 22 ❑ INT ❑ DWQ Site 4� P❑ T ❑ PER � Corps Fill UT Dutch Buffalo-SC 3 11 � INT ❑ DWQ Site 4❑ P� T ❑ PER � Corps Fill UT Dutch Buffalo-SC 3 20 � INT ❑ DWQ Site 4� P❑ T Bank ❑ PER � Corps Stabilization UT Dutch Buffalo-SC � INT ❑ DWQ 3 21 Site 5� P � T ❑ PER � Corps Fill UT Dutch Buffalo-SF 3 5 � INT ❑ DWQ Site 5❑ P� T ❑ PER � Corps Fill UT Dutch Buffalo-SF 3 20 � INT ❑ DWQ Site 5� P❑ T Bank ❑ PER � Corps Stabilization UT Dutch Buffalo-SF � INT ❑ DWQ 3 18 Site 6� P � T Fill UT Second Creek-SI � PER � Corps 15 13 ❑ INT ❑ DWQ Site 6❑ P� T � PER � Corps Fill UT Second Creek-SI 15 21 ❑ INT ❑ DWQ Site 6� P❑ T Bank � PER � Corps Stabilization UT Second Creek-SI � INT � p�/�/Q 15 44 Site 7� P � T � PER � Corps Fill UT Second Creek-SJ 12 9 ❑ INT ❑ DWQ Site 7❑ P� T � PER � Corps Fill UT Second Creek-SJ 12 22 ❑ INT ❑ DWQ Site 7� P � T Bank � PER � Corps Stabilization UT Second Creek-SJ 12 80 ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 311 ft Perm 136 ft Temp 3i. Comments: USACE mitigation ratio for SC & SF is 1:1. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number— waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem orar T 01 ❑P❑T 02 ❑P❑T 03 ❑POT 04 ❑P❑T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If pond 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 Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number— Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem orar T re uired? B1 ❑POT ❑Yes ❑ No B2 ❑P�T ❑Yes ❑ No B3 ❑P�T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Buffer impacts for this project are less than 40 linear feet for the road crossings and are exempt. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Where possible shifting the alignment was incorporated to avoid water resources, crossing streams perpendicularly, or crossing the narrowest areas of wetland systems. The project involves widening an existing road. Other than no build the minimal effects to one wetland on this project is unavoidable. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the Protection of Surface Waters will be employed. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? If no, ex lain: 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. � Yes 4b. Stream mitigation requested: 72 feet (56 @2:1 & 16 @ 1:1) 4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No n/a 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from the improvements, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. � Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS county list and NCNHP database along with field surveys. Surveys last conducted for Schweinitz's sunflower was October 2015. Habitat is present, but no Schweinitz's found. Biological conclusion is No Effect. The USFWS listed the Northern long-eared bat (Myotis septentrionalis; NLEB) as a Threatened species on April 2, 2015. Construction activities for this project will not take place until Endangered Species Act compliance is satisfied for the NLEB. NCDOT has requested Section 7 concurrence as of October 1��2015 from the U.S. Fish and Wildlife Service (USFWS). 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal govemments 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 �{` Richard W. Hancock, P.E. -�►��7�,..��- � ° � .�--�._ � � 1 �� r � ApplicanUAgenYs Printed Name Date ApplicanUAgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 Action Id. 201200693 Property Owner/Agent Addcess: Telephone No U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT County: Rowan ��\.1����� u.s.G.s. c�uad: MQ� 2 201G NOTIFICATION OF JURISDICTIONAL DETERMINATION � D�y�g��►� (�r ���r_�;���,y� ' ���A�(�F�1C� � � �� ��f,,r¢� Dr. Greg Thorpe / Deanna RiffeV � NC DOT 1598 Mail Service Center Raleigh, NC 27699-1598 919 707-6148 Property description: Size (acres) Nearest Town Landis Nearest Waterway Dutch Buffalo Creelc River Basin Catawba USGS HUC 03050101 Coordinates N W Location description SR 1221/ Old Bettv Ford Road from SR 1337 (Lentz Road) to SR 2335 (Lower Stone Church Raad) ir. Ro�•ran �o�►i�ty �diacent to I?atch Bu9'�alo �reek, i.andis, North Carolina. i IP W-5313 Indicate Which of the Followin� Apply: A. Preliminary Determination _ Based on prelimina�y information, there may be wetlands on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatoiy Program Administrative Appeal Process ( Reference 33 CFR Pa�rt 331). B. Approved Determination _ There are Navigable Waters of the United States within the above described property subject to the permit requirernents of Section ] 0 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a cliange in the law or our published regulations, this determination may be relied upon for a peciod not to exceed five years from the date of this uotification. X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or ow� published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We strongly suggest you have the wetlands on yow� properiy delineated. Due to the size of your property and/oc ow� present workload, the Corps may not be able to acco�nplish this wetland delineatio►� in a timely mannei•. For a more tiinely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. X The waters of the U.S. including wetland on yow� pcoject area have been delineated and the delineation has been verified by the Corps. We sh�oi�gly su�gest you have this delineation surveyed. Upon completion, this s�irvey should be reviewed and veritied by the Corps. Once verified, this survey will provide an accw�ate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five yeais. _ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by tlle Corps Regulatory Official identified below on . Unless there is a change in the law or o�ir published regulations, tliis determination may be relied upon for a period not to exceed five years fi�om the date of this notification. _ There are no wateis of the U.S., to include wetlands, present on the above described property which are subject to tlie permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upou for a period not to exceed five years from the date of this notification. The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You sho�ild contact the Divisiou of Coastal Manage�nent in Washington, NC, at (252) 946-6481 to determine their requirements. Page 1 of 2 Action ID: Placement of dredged or fill matecial within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this detennination and/or the Corps regulatory program, please contact John Thomas at 919 554-4884 ext. 25. C. Basis For Determination There are stream channels within vour nroiect site which are tributaries of Dutch Buffalo Creek which flows into the Catawba River and the Atlantic Ocean. D. Remarks E. Appeals Inform�ti0n (This information applies only to a�proved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination foc the above described site. If you object to tliis determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a Notification of Appeal Pcocess (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you inust submit a co�npleted RFA fori�� to the following address: District Engineer, Wilmington Regulatoiy Division Attn:Jean Gibby, Project Manager, Raleigh Regulatocy Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it h�been received by the District Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, rt must be received at the above address by June 30, 2012. **It is not necessary to submit an RFA correspondence.** , Corps Regulatory Official: Date 04/30/2012 to the District O�'fce�you do not object to the determination in this i � f Expiration Date 04 0/2017 The Wiln�ington District is committed to providing the highest level of support to the public. To l�elp us ensw�e we continue to do so, please complete the Customer Satisfaction Su.•vey located at our website at ht[�::; re;�u.l�tor� _u__<<�cesun=zti�. _cc�m! to complete the survey online. � Copy furnished: Page 2 of 2 ��� ��� NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Division of Mitigation Services Donald R. van der Vaart Governor Secretary September 3, 2015 Mr. Richard W. Hancock, P.E. Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Hancock: Subject: Mitigation Acceptance Letter: W-5313, SR 1221 (Old Beaty Ford Road) Improvements from SR 2335 (Lower Stone Church Road) to SR 1337 (Lentz Road), Rowan County Reference: USACE Action ID 2012-00693 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 August 27, 2015, the impacts are located in CU 03040105 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040105 Non- Coastal cp Cold Cool Warm Riparian Zone 1 Zone 2 Riparian Marsh Impacts (feet/acres) 0 0 72.0 0 0 0 0 0 fi�ome ot tne stream impacts may be proposed to be mingated at a 1:1 mit�gation ratio. See permit application for details. This impact and associated mitigation need were under projected by the NCDOT in the 2015 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, ,.� � ; i �.�.=� �y Jat�ies $. Stanfill Asset Management Supervisor cc: Mr. John Thomas, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR File: W-5313 1652 Mail Service Center, Raleigh, North Carolina 27699-1652 Phone: 919-707-89761 Internet: http:/lportal.ncdenr.org/web/eep An Equal Opporiunity 1 Affirtna6ve Action Employer — Made in parl by recycled paper k li�;l l�� E14' North Carolina Department of Transportation �i L [?1'111tYcl��f , � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN - -- (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 46136.1.1 TIP No.: W-5313 County(ies): Rowan Page 1 of 4 General Project Information WBS Element: 46136.1.1 TIP Number: W-5313 Project Type: Roadway Widening Date: 6/23/2015 NCDOT Contact: Linda Johns Contractor I Designer: NCDOT Hydraulics Unit Address: NCDOT H draulics Unit Address: 1590 Mail Service Center 1590 Mail Service Center Raleigh, NC 27699-1590 Ralei h, NC 27699-1590 Phone: 919-707-6728 Phone: 919-707-6728 Email: Im'ohns ncdot. ov Email: Im'ohns ncdot. ov Cit ITown: southeast of China Grove, Southwest of Rockwell Count ies): Rowan River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 7.33 miles Surroundin Land Use: agriculture, forests, rural residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 23.6 ac. 20.2 ac. Typical Cross Section Description: Proposed project includes upgrading to standardized 11 ft wide travel lanes, construct 2 SR 1221 (Old Beatty Ford Rd) is a two-lane, two-way facility , with varying widths of 9 ft wide paved shoulders and 2 ft wide earthen shoulders and construct drainage ditches. to 11 feet, no paved shoulders, little to no existing earthen shoulders and no sidewalks. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 5,800 Year: 2035 Existin : 4333 Year: 2015 General Project Narrative: The purpose of the proposed project is to improve vehicular safety and traffic operations along SR 1221 (Old Beatty Ford Rd) from SR 1337 (Lentz Rd) to SR 2335 (Lower (Description of Minimization of Water Stone Church Rd). W-5313 was identified as a Hazard Elimination project by NCDOT Triad Regional Traffic Safety engineers, in conjuction with the NCDOT Highway Division 9 Quality Impacts) engineering staff. The Build Alternative proposes standardizing the existing 9 ft to 11 ft lane widths to 11 ft each, constructing 2 ft paved shoulders and 2 ft earthen shoulders, construct drainage ditches and purchase right-of-way along this section of SR 1221 (Old Beatty Ford Rd) for highway maintenance and operations. Turn lanes will be designed at project intersections as warranted, however no renovation of Bridge 126, across Dutch Buffalo Creek, is proposed in W-5313. The length of the proposed hazard elimination improvements along SR 1221 (Old Beatty Ford Rd) is 7.33 miles. Minimization of total build area was reduced after project was presented to local citizens during a Citizens Informational Workshop (CIW), held in Bostian School, on April 12, 2011. NCDOT initially proposed 12 ft wide travel lanes and 4 ft wide paved shoulders. After reviewing the CIW comments and concerns, the proposed design alternative cross section was decreased in width to minimize environmental impacts to both the natural and human environments. Best Management Practices include utilization of an open shoulder typical section, minimization of increased impervious area for the proposed roadway width and paved shoulder, as well as providing part of the shoulder as earthen shoulder, including gentle fill slopes and, when feasible, toe protection and bank stabilization. Stormwater Controls used on this project include grass swales and allowance of overland flow, where appropriate. Note: Although the existing bridge at Dutch Buffalo Creek will not be replaced with this project, some roadway runoff will drain to it. Dutch Buffalo Creek is noted as Surface Water Body (1), below. Waterbody Information Surface Water Body (1): UT to Dutch Buffalo Creek NCDWR Stream Index No.: 13-17-11-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) Supplemental Classification: High Quality Waters (HQW) Other Stream Classification: Impairments: None ThreatenedlEndangered Species? No Comments: NRTR Stream ID: SB Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E il�;tl\�'%lti' North Carolina Department of Transportation !�C[JCI,17iL'�IEC f I , Highway Stormwater Program �7 STORMWATER MANAGEMENT PLAN -- (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 46136.1.1 TIP No.: W-5313 County(ies): Rowan Page 2 of 4 Additional Waterbod Information Surface Water Body (2): UT to Dutch Buffalo Creek NCDWR Stream Index No.: 13-17-11- 1 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I II WS-II Supplemental Classification: Hi h Qualit Waters HQW Other Stream Classification: Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: SD Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 3): UT to Dutch Buffalo Creek NCDWR Stream Index No.: 13-17-11-(1 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Su I II WS-II Supplemental Classification: Hi h Quality Waters (HQW Other Stream Classification: Impairments: None Threatened/Endan ered Species? No Comments: NRTR Stream ID: SE Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (4): UT to Dutch Buffalo Creek NCDWR Stream Index No.: 13-17-11- 1) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II WS-II Supplemental Classification: Hi h Qualit Waters HQW Other Stream Classification: Impairments: None Threatened/Endan ered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Inciudes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 5): UT to Second Creek NCDWR Stream Index No.: 12-117-2 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Other Stream Classification: Impairments: None Threatened/Endan ered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) f lif;l7�� ti�' North Carolina Department of Transportation �COC41�1�1?icl�f f �I , __ Highway Stormwater Progrem �.' STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 46136.1.1 TIP No.: W-5313 County(ies): Rowan Page 3 of 4 Additional Waterbod Information Surtace Water Bod 6: UT to Second Creek NCDWR Stream Index No.: 12-117-2 NCDWR Surtace Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Other Stream Classification: Impairments: None Threatened/Endan ered Species? No Comments: NRTR Stream ID: SI Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (7): UT to Second Creek NCDWR Stream Index No.: 12-117-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: Impairments: None Threatened/Endan ered Species? No Comments: NRTR Stream ID: SJ Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) 1 Im'�;h�v�]�' North Carolina Department of Transportation SIClYII]�bc11PF Highway Stormwater Program I�^' STORMWATER MANAGEMENT PLAN - (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 46136.1.1 TIP No.: W-5313 County ies : Rowan Page 4 of 4 Swales Stations (Road Projects) Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet or Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Coordinates Non-Road Bod it H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 12 -L- 127+00 LT (2)UT to 0.0 4.0 2.0 0.4 39 75 1.70°/ 1.0 1.9 1.1 1.9 No No -L- 127+75 LT Dutch Buffalo �� -L- 190+50 LT (4)UT to 3.0 4.0 2.0 0.4 39 65 1.50°/ 2.6 1.9 3.3 2.0 No No -L- 191+�5 LT Dutch Buffalo �$ -L- 207+69 LT (5)UT to 0.0 4.0 2.0 0.4 38 81 0.5 - 2.0% 7.5 2.0 9.6 2.1 No No -L- 208+50 LT Dutch Buffalo �$ -L- 210+00 LT (5)UT to 0.0 4.0 2.0 0.5 46 80 1.0 - 4.0% 3.9 1.9 5.0 2.1 No No -L- 209+20 LT Dutch Buffalo Additional Comments � � � � � � ., � V � O � � � � See Sheet 1 A For Index of Sheets See Sheet 1 B For Conventional Symbols BEGI1� TIP PROJECT W-5313 L— STA. l0 + 25.00 -L- PC STA. I2 + 95.91 LB = -I.REV- PC STA.12 + 9591 1 'N7T. RD SR-133] . �o � � ��� 1�9 c�, -LREV- PT STA. 24 +20.07 LB = -L- PT STA.24+20.07 LA \Y2- STA.10 + 75.00 EXISTING B1 _YZ_ -L- STA.I19 KETNER FARM RD. SR-[34] FANA1 ESTATES llX. OLD CONCORD 4 RD. SR-/002 LOG BARN 5 6 FARM XD. �� ! I W,'� �j',� � � � � �� � 4 OLD BEqTTY • 1 IL �` ;,�,I 6 .` 8 P'ORD RD. � � 'q � y. n � SR-L221 � �naorsnow aan. � ��9• n �o \ MOOS5 RD.� � �f � �se-isoa � n. ' '� �.�� WAUSWOIYI'H RD. - ��.��� �� �����'� �.������� �������� �� ���������� ROWA11t COU1�lTY PERMIT DRAWING SHEET 1 OF 29 LOCATI0IV: SR 1221 (OLD BEATTY FORD ROAD) FROM SR 1337 (LEIVTZ ROAD) TO SR 2335 (LOWER ST01VE CHURCH ROAD) TYPE OF WORK WIDEIVIIVG, RESURFACIIIIG, DRAI11lAGE, SIGIVING A111D CULVERTS SITE 2 -Y3- STA.10+ _y;_ YXAN/Ef. CHURCN RD. SR-2569 — END CONSTR UCTION S I T E 6 TIP PROJECT W-5313 —L— STA.295+35.81 oR�A.v CHL'RCH RD. R[INNING 3EGIN LET PROJECT SR_,00b� �EDAa TIP W-5146 � � b , r�.���'r' a z �� � ,�.y, o ,,� � J , � 3 � ? -1'S- DAKOTA LN SHUPING �' � � � � � MILL RD. � � SR-2559 � ry, _ t N� �y r. STwTE . 2 PROIECI' REPERENCE NO. ���� W-5313 OROI. NO. .w. PROI. NO. 46736.1.1 STP-122115 46136.1.FD1 STP-122115 46136.1.FDU1 STP-1221(15 �� EsCR�OTiON P.E. R�W � ��� � � BEGIN CONSTRUCTION LowEassron�e _�_ -Y8- STA. ll t2S.00 � °"sRi","° OLD BEATTY FORD RD. 31 3 34 SR-l22] � ��_ 3 � , . �i� .�$ � i.l,. � : ,� �1 � Z � � W �., r� _ �5� o Us END CONSTRUCTION � -Y7- STA. 11 +40.00 _Y�_ LO F.R STONF. (JRGH RD. SR-2335 \ '� �,� CA TER LOOP / J � T E � \ \ � SR-2565 I T E 5 �R�A.� �""R�" BEGI11 i CONSTR UCTI011I BEGIN CONSTR UCTION -- � • sx�iooe -YS- STA. Il + 90.00 a, � TIP PROJECT W-5313 —L— STA. 318 + 35.84 � t� BIA7WIGK RD. `e _L_ � � LD BEATTY �� � . ORD RD. R-IR] / � �+ 1 �� � �� .� �\ 1 � � � y j� � � -Y4- 0' O SR-2]54 BUTTERFLY LN. CHU CN�RD. MEAZER RD. SR-2S69 n � � �OLD BEATTI' AOY KLINE RO. FORD RD. SR-2570 GNAPMAN srs-izz� FARM no. END CONSTRUCTIOA _ � OLD CONGORD �, xo. esv an.— -Y4- STA.I3+75.00 � � SR-I002 � O pUfp/ BUffHO d+E'EK END CONSTRUCTION S I T E 1 N -YI- STA.14+20.00 V EXISTING BRIDGE -L- STA.120+32.77 � � fA THfS PROJF,CT IS NOT WlTHIN ANY M[INlCIYAL RO[INDARIES. �EfA �♦ iHERE f5 NO CONTROL OF ACCESS ON THIS PROJECZ. V1 � CLE9RfNG ON Tf�ffS PROJECT SFIALI BE PERFORNED TO Tllfi LlMfTS GSTABUSFIED BY h1ETl(OD flf. d � N � 3� V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH m � ADT 2015 = 4333 � � Q� 50 25 0 50 loo ADT 2035 = 5800 �`G DHV = 10 % LENGTH OF ROADWAY TIP PROJECT W-5313 E�o� � PLANS D = 65 % °��� 50 25 0 50 100 T= 8% * LENGTH OF STRUCTURE TIP PROJECT W-5313 w�l�a� ���L � V = 50 MPH f��a PROFILE (HORIZONTAL) * nST = 3 DUAL = 5 �"��` � FUNC CLASS = TOTAL LENGTH OF TIP PROJECT W-5313 ���� .: 10 5 0 10 20 -��`�, RUAL COLLECTOR o_��� � °��� ��_;��� PROFILE (VERTICAL) SUB REGIONAL TIER �'ai z <P. ffr ��J; SH[JPING MfLL RD. SA-256] MOORE ,LAG6 RD. -Y6- STA.15+15.00 � SITE 4 °°°NTRY S ITE 3 RIDGE RD. END LET PROJECT TIP W-5146 E11tD TIP PROJECT W-5313 E1�D C011lSTR UCTI0111 —L— STA. 420 + 00.00 � �'�' N � o� � ZZ WETLAND AND SURFACE WATER IMPACTS PERMIT Prepored In the Offlce of: DIVISION OF HIGHWAYS I000 Birth Ridge Dr., R¢leigh NC, 27610 = 7.33 MILES 2012 STANDARD SPECIFICAT/ONS = 0.00 MILES RIGHT OF WAY DATE: TONY HOUSER, PE. AUGUST 29� 20�4 t'ROJECT ENGINEER = 7.33 MILES LETTING DATE: LEE ANN MOORE FEBRUARY 16, �LO�6 %'ROJECT DESIGN ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. �� e9�c:8yy ��a� ��"� � �o � � � � � ���� �'� 8�&������� Z 0 N i � r� � x E� _ 3 0 �� E n � � 3 � ,� �� m� o� � o� �� / � / / i / / TEMPO Y SURFACE WATER IMPACTS• PERMA ENT SURFACE WATER IMPACTS � �� � / O O N � N � � Q z I �' 1 PROJECT REFERENCE NO. SHEET NO. Jl_�1�1__ �L R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 2 OF 29 � I I � �" 4;-�;s��.�r "' / / � � x / coNC � � � � L�'%.��.-,. / ��� � ATER IMPACTS � / / ATER IMPACTS � PERMAN NT SURFACE WATER IMPA�CTS TEMPOR RY SURFACE WATE� CA TS 200' 300' � � -�� FOR -L- PROFILE, SEE SHEET NO. 39 - FOR -L- DITCH DETAILS, SEE SHEET NO. 2-Dl 8 2-D2 -- DRIVEWAY RADII ARE 70' UNLESS OTHERWISE NOTED N � � _ nl x 0 a �� � 3 � � �� m� o� � o� �� � � � � � ' � � � � \ OJECT REFERENCE NO J i � �� �� � ji f , � �-1 � / /� I / 'i Jy=�3[.�__ i / r � ( 1 ��� ! -. � 1 R/W SHEET NO. �� � l �� � I I �� \ � I I I 1 .,. � � t / / /� / / / / ,<� �— O � � r m�j J \j /'vl l l / I i 1 � � �� i � / ' I \ ' ` \ ROADWAY DESIGN � � � � � � � � � , , � A A `. � � �� � � � / /� � ' � � � � I - � � � ENGINEER /��� V������ ` A � //, ��� �� � i/j � � ��) /�\ � ) � � I ) II �� >' � � �1 Ila I � � / � / / �/ � � �� , � � _ �r� .��ii,mr/��� rll I � � ` _ I;;�����/%� � l�lll)lm� I \\\ � �� � � � ��� ,� / ll � l � � i — � � — i �i� ( � I � � \ � �, �r �II I ►l � � � ,a� �, _ � " / �1�� l��l� � � � i�� � �. � � � /iij��'/�// lllfl \( 1 � , \ � �,� � � ///����1 / ���" N I ���,�� /.� l�/ll III 1� � �� V � � � � � ����� � � I \\ .�� �� _ � � � 1� �j1P„ � i %�i r / �I � I 1 �� �� I' 'I � ! 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 9 OF 29 � � _�15 / �� - - wOc - W00[�5 - � O SPECIAL CUT BASE DITCH SEE DETAIL C SPECIAL LATERAL BASE DITCH WITH RIP RAP $EE DETAIL H MECHANIZED CLEARING / FOR -L- PROFILE, SEE SHEET NO. 41 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- � DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED z O z x _�� 3 0 a � � � � � � � . `, � .. . � .� ��- � . I . � .. \ 1 .. . � . � . .. i . / /�' _ . PROJECT REFERENCE NO. � _ � � , � \ \ � _ ._ � � , _ ; , � � �=�.�L�-- � ,,A �--- ��_ ��� � �_ . � �� I --/ � � � , _�-- -- _, � � �. , � � ��� � � EET NO. . \ \ \ ` � \ � �' � \ _ � ��\ ` \ I J � c � � \ �\ � \ � \ , � // 0 1 � � � / / , �/ r ��/ . � . � \ ROADWAY DESIGN � � � � �� \r � � � � � � � . � � � � � (� � I � � �� � � �� A � � � j � -�� � � -� � / � � � / � / � � . A \ ENGINEER i \ "a ' � ` � ` � \ \ .� ." , � \ � 1 ` � \ � \ „� � —. � / � � � /'e � / . � /� � _ � . �. � \ �G 1 _ � , � �� / � o - � � C / \ ���1 \ �a� \ � � ` _ _ �"�\ ,-� � \�=��. �� / � m I ��^�� �—� � ,0 � i�, -,�� ��„� �' ��`' 1 � \ \ � � `�-,�_ ,\ � ���J 1 �,, � —� — i � �l, ���- y � � � — � `_ �� � � / � A � � �, ~�- � I � � I � � � °- C ' � � l � _ — —, � �,u_ � � -� / � -- . ,yP � ', - - � I ,o �,., — _,� �� � ��� � � =� � � � �'� � � � \ � �j� \ �� � �,�a— „'_ �� j � � i i � � � ,� � �� �� � �=� �° � � \. � � � � _ I � I� � � � � -- / � �� � � / � � � , --= � \�� ` � _ \ 1 II �� $�� --,�e � �_ -�,� �� � �� � 1�-'� � SHEET NO. 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Jr � J � � / / /l� l � ^ \ �.� � ,; / � � { . � BANK STABILIZATION I � / � // ✓ / . �� / . \' .. / � .�TAIN � � / � � � / bEE DETAIL AM � / � � / / / \ (b` / // I ' , - I � / - / `1e„ - RE7AIN / �°DW hJOT ALLOW SE-0I ENT / � � � � / ' J )I �/ / I I � ; �/ � > _. � � a ' .�. / P6ND -� � . / i r' J l _. � � ��( , ��i � � ` / � ; . �� � � - '' /� � � � � � m � � � � DEPQSTT IN ��� � �� � �� ; , � , � , � � , _ � �, � ; �� � � > � m � � _ _ _ / I �� P��MANENT SURF CE,� � // � � � / � - MECHAN�'LED CLEARING � / � / ,, WATE IMP CTS` / //, � � i � — � / � i � , , ,� , �� � �, �i� i / �, � �� / .�� ; � � ( '�EMPORARY S�URF �C� / �/ � � � i i � -� � � _ _� � , � � \ / `a,..- . � i °sa � ; � � WAT� � IMP� C S / �// � � i � i � � � � � / �' � � � .,, ���� /�� ,� ��� �//� ����/ / � �_� �e�.. �/ /�� � - / / � � ° °° _e — — ._ , i��� 1 ,�, �, �,�� �i i�i � � � /u // � / � �� � '' "'// �j� ��/ �`�%�.— ' o � � —' —' � �_`� , -� — �� ��' � ,,, q. ,—� i % ., /� � � a b / // __ � ��� i //// -�/, , _ -� .�// � j — � // — � — ' _ — �' � � / �., / � J ,.,i / �� j'%�� / � � ( ��� � � // � �e i _ � _ � � � .� = � — � ��� ;�'i//��, ���i�/� � / '—�� - _—� —� _ � 100' 0' 100' 200' 300' GRAPHIC SCA�E �,�� r� =+�u \ � mzw� � � / / �:� , ; i �;�� � � :� � , � I -- � _ �- _ , � � ' i ' / .. �_ / � � FOR � PROFILE, SEE SHEET NO. 41 � �' / / � f - FOR -L- DITCH DETAILS, SEE SHEET NO. 2- . �--' DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED . . . , i � � . / l � � � / : � . �. .-� — / "/ � � .. . � � � i 0 � 0 � � _ E� _ 3 0 E n � h � 3 � � �� m� �� o� o� �� / / �cs �� O O O �� - -�, .r�-�. � + � �D Q1 �, Q �- E � N .-,�*.1,1�,.,i ' - � J ��;r wr ti — — — — � W �- w � — � �. 2 — — N E � E w w000s �K Z J 2 U Q � �' �� ^ O O N ti h � a 2� �-a ,r� {� �i:�iir`-v_rz,.ir4✓�iir�:rni�'�;..�.J-�.` � / �2, SPECIAL CUT BASE DITCH gK rOL SEE DETAIL C � , � E — — E - 1=_ i REMOVE REMOVE � MT� E_ cnrE wi so�nr� / / � �f w000s � � �. / ���� SPECIAL CUT DITCH SEE DETAIL K / � i � / / / / / � / / / / / / / // /� / �/ / /� // // / // // // �/ / /� 48" 1�"00� �� / / �— �� �< l Il�o J � /� � � �/ � I I PERMANENT SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS SITE 4 � � �_� �-,�Sta� ��� �� ��-� � . � REMOVE APPROXIMATELY 76 FEET � SPECIAL GUT DITCH �' SEE DETAIL K E� i E � E -__1 =__ _ __ �_� __ _ _ LIJ I TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS SPECIAL CUj SEE DETAIL f` RIP RAP AT EMBANKMENT SEE DETAIL AL � // � � � � � W0005 :�i V SPECIAL CUT DITCH � � � SEE DETAIL K SPECIAL CUT GRASS SWALE � �� � � � SEE DETAIL AE �/ � CLASS B RIP RAP=2 TON ..�I ///� � GEOTE%TILE=7 SY � � ��- � SPECIAL CUT DITCH � � SEE DET'IL K �E A ? / E E �- E �� � � � _ OLD f3F_A77Y FOftO R0. SR��2'L 2?� ��_�_ _ _ _�- �S- F i ,— � �t--- ---� — � _�---- ` — — �—' --�--- E�—�� E E � ET��—=_=a�E_— -E----- crmE� ��� \ cav � - � ---—— � A � aakww / GRV � �_ i _ _ � _ _ � / O' � W00� AN� � \ — Soi�� � � ^ � MTL S X � — — — —` i � � s / � �\ � � �"w \ 100' 0' 100' 200' 300' G I\ A I H I C � C A L� / j � / / rs BK � BANK STABILIZA ION � OW / � � � \ � SEE DETAIL AM � � � `�"-`__ y q8+ X / o°- - / t HC / ` ` \ �`� PGP,,, w —''�--————, � x � �x � � � � / %� � �� / i� � / � / / � PROJECT REFERENCE NO. Jl _�1�1__ R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER PERMIT DRAWING SHEET 13 OF 29 / SPECIAL CUT DITCH SEE DETAIL K SPECIAL CUT GkA55 $WALE� SEE DETAIL AE SPECIAL CUT D SEE DETAIL K BURIED 20% � / �j O / � � � /� O Q E `n _ J _ � _ � _ — — r 15" �P w i � xE I� I REMOVE Z �� � J � � S \ � U r Mr� � � a cANOPV�,, o � rj I �5 u PERMANENT SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS FOR -L- PROfIIE, SEE SHEETS NO. 41 & 42 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED O � � � N =I 3 0 a �� � 3 � � � � m � o� � o� �� � � , i /,�� �� .. ; . � / � .,�' ( /' . � ... ... , ; � 5 < f F —' , / �_ � / '!,m�i/ iii �ii aj � _` ✓ , ' ' � � - //: /; � J i � ;�j J � \ ) f � j / \ i / - ; - - - � , / "%'�%��i%�i � ,, I ill �/� l l � ,_ i�! rp!/ �% �' 1 � I �/ J 1 I � r��� i� , �/,�//////� �.� (� � o �� �/(����� �//� j'/��9 l�//l ������ % J ( / ) / � �-' � �I ( � i i l= / / �,� � � � �� ' /si � _ e A � � l � / I � � / „�. a� � i � � l � � � � � � i .,. � /./ / / � �� ����1 �— -� � �� � � I ( � � � I l l � ' � �i � � ( 1 � l l - _ ; d/� l - �1 / \ � � � ' 1) ( J.� �/�%� / � � s � / - , - ii /m ////�l'�o� . �� ) ��� l � � i � � � � � � / 1 1 �`f�j% � ��/� �� �� / � \� / Il / � I! � ` i --�— � � �� � Q ( l I I � \ , _ ; � i/�/�/ �°'`� � '- , � / i ( ( � � � 1 � - - �/� � / � � ( � _ , � �/� //�<�k � / � / ,� / a \ 1 ' , �<� } I � ,._ � �� � I � 1 �. } � � � . i �''�/� � � � �� � � / � � � I I I � � �� � � �%iI� � � � ` � l _ _ , � �///�-�� � �� � \ ; �-.\� �� �����_, � il�l \, � � �� �� � � � � � TEMPORARY SURFACE �� � 1 � � i � A ,��,°� ��'� i \ �� � SITE 4 � � WATER`�IMPACTS � �` �'' - - � �j � � � � \ 1 � � � � \ � �\ , �,/ � � , ti ) � - '- ��-- i / ( �� � \� � � / ��I� �' ;` 1� �i� I � 1 � � �-� � PROJECT REFERENCE NO. �_�.�[.�-- R/W SHEET NO. 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HYDRAULICS ENGINEER PERMIT DRAWING SHEET 14 OF 29 � � � V ` � � ) 1 � ' � `� � / � l / � � � \ ' � PERMl�tNENT S�IRFACE -- - °� � i _� I ,' • _ � , �,, � �'s , � /( j ) � � � / Jt�� ��II � � �� = ( � � V � � � °� ' �� � 1 �� � �� � — ,I // � � � � � / � � � l � f � � � � � V � ( +� WATER IMPACTS � � � � � .� e ' — � / / / � �� � � � mv , � �/ � � ��� �� , ,)/% � / � °� 1 � \ !/' � '� � � �_/ � � i / �/ ��' � ' / l / � �J �^= J� ;i � ' /<< ' / � � � �ll. �� ��� _ i � �„�� %'��i� i - �� � ; � ,� � l / r /iii/ .� ll °�a � V � '/ � � , ( / �� - . � , � / � S 1 / � / �/ � / �//// � � i � ,1 i� � 1 � � I � _ � - — -- � - � � � \ l ��� __ � A /,am� / � �; / �/, i // � � \�� � � � � i tii _ , . � � � � � � � i � ijmm ° ( 1 � � ; ( i���� l � � � � l � - _ _ - � � � � � �i, - 1/ � � �� � I � � / � � / / � 1 � _ '— �� - � / � 1 � — > ) %�/ � ____ � ,-_ , — � — ' �� � - 'i �' � ) \ � � - , � ; ° !�� i /� ���� ,i�� �'° / � � °� �,� m l � ��� m � �� d � � i,� �'�—�„ �� � �� �,� � � i �� / l _ � � S I � � � � � � - A \ � � =1 / � � _ � � � ,.a� � � r-- ' - � °"i i / ; r � l � / � ;(', '��� �`� � A � - �,i �� �� �,� � A _ ,- - - - _ " , � _. � I � I � \ � � �� � � � � � e � =�. -� � / � � � � \ � lv � � , i , � ' � i i l ; � � I � � � � Il l�� � � , � ��� ) � \ i / � � � � � � � � l \.' / , � i � svecini i = r .� � I � I� J. ;;' ` �� � � \ -- — — � ,: - ���r �ti� - r � / i / I P '`\ \ / � DE7RIC.H ' /. � � / � / � � � `� l� � � 1 I � � \ � � (I' � �--—� —. __ �- , � � — � � \ % � I I . � / � . /� m � ` /I�lII � /�i J � � ��_� ,� / �-.' �C ETAIL � ITCH �. �55 SWA � /� / � y" l � � � I \ \� / � l jl1 / � ' \ v�/ ` \ \ � \ � I / � ,---�i' / ✓ - ,� _ � '� � ' � DETAIL �E � � � / s, ) � � - -- _ _ . � � / / / / J / 1 \� i � lI I / � � ...__ _ ' --� ,/ SEEDEfA���Efd9A ,,, . 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DITCH TURNS OUT SPECIAL CUT DITGH � � ` SEE DETAIL K � �,;, C E — — E_ E E E E � — � � � � � � �� � � Q I � � CLA55 B RIP RAP =2 TON �.' � I GEOTEXTILE =7 S.Y. � REMOVE SPECIAL CUT �IT�H � WITH PSRM DITCH TURNS OUT SEE DETAIL N � Y.3 \ � I � � \� � � PERMANENT SURFACE WATER IMPACTS � TEMPORARY SURFACE WATER IMPACTS ioo� o� ioa� �oo� �oo� GR����IC SC��� _ �E TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS SPECIAL CUT DITCH SEE DETAIL I REMOVE w000s E � O O N I- N � � Q z PROJECT REFERENCE NO. SHEET NO. J�_�3[3__ 24 RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 16 OF 29 DO NOT DISTURB TREES, ADJUST CONSTRUCTION LIMITS AS NEEDED TO ELIMINATE ANY • IMPACTS PER DIRECTION OF THE I � CONSTRUCTION ENGINEER � �� \ \ CLASS B RIP RAP EST.3 TONS GEO. TEXTILE \ REM E EST 10 SY.'S \ w000s 1?I � � ne To p � EXISTING DITCH �d/ \ - \ WOODS b � SPECIAI CUT DITCH � �'� \ SEE DETAIL I ,� E E E � u � c c �� � � � — I OLD BEAT/Y FDRD RD. 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SHEET NO. 1 � � ' � " , � `'� � � ' � � J�—�3[3 24 � � � � �` , � — -- � � �� . , . , � _ -� , . . l , RM/ SHEET NO. __ I / -� �� ) I �'l � � � ; ��� I � � � , ��� � � , � . � � � � � ROADWAY DESIGN HYDRP.ULICS \ 1 �� �� � ,n�o , /\ � I' C ` � I r'� � (� l ` I ` / / J I I/JJ%�' ( ( I I I I I I I r \ � �z. 1 / / I / � \� � � \ l C� � �l r / � / � • . � � � � � \ � I � i ENGINEER ENGINEER � � V \ � � \ i I i V � J \' � f � _ m� y � � � � � ) ��� � � � a�. ��� � � � �� � 1 � 1 � �� , i �� � I I' � I,' ��� �� � � 1 J, � �' 1 / � � � / 1 � � / S � � o � / � y� �\ 7'�J� \ � l � A� � � �A ��� � / j %' ���j � ,��V1 � �,��v��� �_��� � � � Q1 �� ( � � � � f � , � � / /� %� � � � ��� �� \ ) � �'� ,,� � � ii ,,�. � �/%' � � � �� � /�i %�l/ �� ,, �'� ��. ��� _ .i � �� � � ti � �` � � A � � � �� � °� � '� ��,�,. �` ; � f"� � � / 1�>�� � �_e!��- �� �/ i r �//�/�/���//�l/;,���� �(� �� "' � ��'��-.A ��� V�� ������ /, �+�' � I��11 ' � \ � (� f l/Jl ( �/ a(l �� � l '� � o' \ 1 � �)� �r I 1 �i A � � � � �e J�� �� � �� � � �i � , , , ��i�1, �,> ,� �!, �;��.,��.���� � l ��,�,�1� l o � �� ( � � l�j°° � � i/ I �� / �, �e � m �i , — � � �� 1 > . � : s �. „ ,� �/ � � e a � I� � � � � � �� � �' �l� � � � � �� l l �i , � , , i� � , s� ,- � � , � �r _ m . � �� � � rn , I /� l � � � � s � 1 � .. . SITE �J � � � �/l 1 ��/ ,' � �� �. � � �� �� � � I I � � �� / j ; ERMIT DRAWING , � � � / , � ��� r� _�� — � � P b � > ��' / J l � I ��i i l � / � ��� .'�� �m ��`�� � — � � � �, � I y � � � , ; � ;� � SHEET 17 OF 29 � �1�� � � � � , �)� �//i�� � � ;�/ll �� � �� �� ) /`.,.����� �a.,� �)���� � �) � >�'1 �'� �� _.. , � -- . � ( - / � � � � � � �° � , �.. � — � , e / I � ,� , � ) ) C� � � � �/ l j� � ' , q�.������ / � � � �� � I �_ � � �� � � � / � � ; � �� � � ,I �( � � �i��� � ( �_ � � 1�����1��)/�� ���` // /�1� �%��i �-- � �� �-� \ 1���(�j �� I � � z � � I � - �� � � � � � � �r' � � � � C;:. � � .., � i ����• ' �;' / ; � � � � �� �� � / 1 � � �_ -u��..�._ __�, � � � � � � � � � A. � � � ( : � ' � / � � � � `� � — y ,G�� �, � � % �; i sro.e�znro � � - ,.,./ � j � ) /' � �� _ � J � ` � � � �� � �� � ��� � � '� ADJUST� � l i �� / J �, � T DISTURB TREES, � � � � � �� � ���� �s�'���.� M � ` �J � / / " � � l - � � � ( i ' CONSTRUCTION LIMITS �� � � ; � -� �, i � , i � ; � i , � '� / �� �/ �/ � � � � � � � , � � � ,� ��� � �A �TEMPORA,RY SURFACE WATF�' MhP'ACTS � � �� '� ! AS NEEDED TO ELIMINATE ANY �' � � ( �=� � � � � � � ' � � ' � ���� �� �,� � � � � ��� PERMANEI�T�SF�RFACE WlATER IMPACTS ,, � � � `'�� � �� � � IMPACTS PER DIRECTION OF THE � � � , , , i _, � i. / V � � / � ( � � � i ,� � / � .— 4� �� � � ; � � / ' CONSTRUCTION ENGINEER , �,. � C i � f � � �-- � ^ � ��- �,, � � � � I � � ' i'_ _'�� ! � -- _ � � � �-� `� � � � � , � � �� � ` ��' � � � / / 5S B RIP �P 2i T � , o _ � � � � _ � i � _ I � \� 7 / � /,� � YEXTI�E�-7 5 T / ' I i � � � � � ��� ! � ' ' � �\� _. . \� \ � ` . . ' . � � - I .. '�. , ., � � � � �. i / � \ � � / � , / � ; �� � � � . L . �, - I � ,.___,S ECDET I K DITC�M" I .m\ / � � / ; SPECIAL T k51TCH TURhiS�OU� J �- , r... ' - ` ; / �� ',S�E D61'��UT' DI7CH � �9`� / —'A C � �=E3F!3 ��QNS�AP '� � � I � RE � / . � J \ I � \ ., / �� , \ � , ' ,_ � � � . MVOVE � .. � , I / '�� �/ � J �� ��'�/i � � i , ,_ � / / ' REF(ONE , : / / � r � 5E-0. 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( � / / I \ � (a,e �1 \ _� � / / �' ; ' �\ FOR L� PROFILE SEE SHEET NO 48 J � /L ` r` � � / r / \1(//��� / oJ4 � , /r/ I , , I FOR -L- DITCH DETAILS, SEE SHEET NO. 2- j � � � I \ DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED �, \ I ti \ ° n � p \ N I I �. � I `�' � � � � �� ! ��� ` � � r� ���� � r-- �i_ I _�` ti _ _ � � � � , � ._ � � � —, . �� � � ��,� � — , � , -_ � �� � ,_ � \ _��- ,, --�-- —,� � L � _ �' ,- � ` � � � �- ��� � �- �°' � � � ,. �� d� E � i `� m � n � 3 �' � � o� o� PROJECT REFERENCE NO. I SHEET NO. RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER 1 0 50 50 1 0 _ _ _ _ _ -- - - -i PERMIT DRAV _ SHEET 26 O i _ _ _ _ _ 710 ! - - - - _ Ti - - - - � 710 � , 2_�L I��RMAL_T_O .[tQAQ_W_ AY 12 I o -� . I I - - , , i - . J . - _ �I IK W I I I - - -- � � i --- -- - - -- -- - - I� REM�VE EXISTING 96-1�JCH C/v1P I � � I --� - - - -- � � - 7 7�0 � , , , � _ _ ,_ �� - � ; 700 , �--- - — — NG RT _ _ i j �I ----_ � i —' R/v1Q,�WSE = �i9 I - � '� I - ,��, V ^ , - � � - � � � _ �" � �� � OBSERVED � WS� - T i� I� ��i - _ . � E = 691.8I I NG L' __---- � �,' ___- - NOV 12, 2013 I ILL EXISTING SC;OUR HOLE �` i'i �� i � t�f-Ft�t7sSS tt RIP� R�P_ �- " �� , j � i � I i i � � 6C�o 0 BANK STABILI�ZATION LIMITS __ --'— � _-j – –I _ � 690 ' _ --- -- - i�� �i�� ��i � iii ii ; } I II — _ �_ _. —�.—�I I -- — ' �I — I , _ � - � I E L�9,b. 5� - - N IVE BED MATERIA SPECIFfCATIONI, �i E-X-IS-�IN�-��-R-EQM-BE ' -TO AEFL�T�4TE-LOW �FLOW-T�-1R4U�1-�'fHE-EUL-�E �, I I I I I II -- II N IVE BED MATERIA � SHOULD BE USED AS' � - - - -BA -iCFILL-BETWEEN-T E BNE-FOOT-SIL-LS A� -E�£H I - -- - - ----- - - - - EN OF THE CIiLVER i. NATIVE BED MAT�RIAL -- C-�iS1��� 0F MATERI�t THAT FS�iCGAVATED -FRO/vt-I I Tt-t� �Tft€A1v1 BE��T �1=t�`�ROJf�T _SYT�ptJRti�t�- � � SU�JECT TO APPROV L BY THE ENGINEE� AND MAY ' II II -CULVERT EDNSTRUCTI �1. tVATIi/E BED-1v1ATERIAL IS- _ - - ��SLJBJECT-TO -PERIViT-�Q�1DITfO1V5._ _.. _._j - _ - _ _-_ _ . _ � _ _ _-- -- - I _- _ — _. .. _ — — ... _ . _' — — '— — — CULVERT AND STREAM PROFILE SITE 7 _ __ _ I I I I I I I I I _ __ ✓ING F 29 0 E� 3 � E � . � d � � � 3 "' , � � � m � s � o � o w � � DETAIL A STANDARD BASE DITCH ( NoT to Scale) Na}ural Natural Ground z_� ,L.� Ground D i -_i Min D=1.0 ft 6=2.0 N -L- STA 149+44 LT; L=114', 5=0.16%, DDE=87CY -L- STA 162+10 RT; L=30', 5=0.50%, DDE=4CY -L- STA 218+45 RT; L=15', 5=0.90%, DDE=SCY -L- STA 236+20 RT; L=60', 5=0.30%, DDE=15CY -L- STA 243+49 LT; L=425', 5=0.30%, DDE=350CY -L- STA 260+56 LT; L=50', 5=0.40%, DDE=15CY -Yl- STA 13+50 LT; L=19', 5=3.47%, DDE=6CY -Y4- STA 10+69 LT; L=37', 5=1.30%, DDE=19CY DETAIL B STANDARD BASE DITCH WITH RIP RAP ( No} to Scale) Nafural NaTural Ground , ,L.� Ground d� D Geotex}ile Fabric Min D=1.0 ft � Max d=1.0 N 6=2.0 fT Type of Iiner=Class B Rip Rap -L- STA 362+75 RT; L=12', 5=14.00%, DDE=2CY DETAIL C SPECIAL CUT BASE DITCH ( Not }o Scale) Natural Ground � �� I A'� gC Front D p\t Difch � Slope B Min D=1.0 ft B=2.0 ft -L- STA 192+50 TO STA 196+50 RT -L- STA 193+00 TO STA 199+60 LT -L- STA 218+70 TO STA 222+57 LT -L- STA 373+50 TO STA 375+50 RT DETAIL D SPECIAL CUT BASE DITCH ( No} }o Scale) Natural Ground � ?'I p'� eC Front D p1t Ditch � $lope B Min D=1.5 ft B=2.0 ff -L- STA 104+31 TO STA 105+28 LT DETAIL E SPECIAL CUT BASE DITCH WITH PSRM � Nof fo s�oie� Naturol ,� p< Ground 2.� p �`ottet Fron} d Ditch � Slope Min D=1.0 N B Max d=1.0 ft B=2.0 ft Type of Iiner=PSRM -L- STA 342 + 70 TO STA 348 + 60 RT -Yl- STA 10+24 TO STA 13+49 LT DETAIL F SPECIAL CUT BASE DITCH WITH RIP RAP ( Not fo Scale) Noturol Ground j. D .L�1 Fronf d_r � Ditch Slope Min D=1.0 ft B Geo}extile Fabric Max d=1.0 ft B=2.0 ft Type of Iiner=Class I Rip Rap -L- STA 349+10 TO STA 349+34 LT DETAIL G SPECIAL CUT BASE GRASSED SWALE ( NoT to Scale) Natural Ground 3;� p 3�.� Fronf Ditch � Slope B Min D=1.0 ft B=3.0 fr -L- STA 190+50 TO STA 191+15 LT DETAIL H SPECIAL LATERAL BASE DITCH WITH RIP RAP ( Not To Scale) Natural p< Ground , b p,�teC Front d� � Difch Slope Min D=1.0 ft 6 Geofexiile Fabric Max d=1.0 ft B=2.0 k Type of Iiner=Class B Rip Rap -L- STA 191+60 TO STA 192+50 RT -L- STA 192 + S3 TO STA 193 + 00 LT DETAIL I SPECIAL CUT DITCH � NoT To Scale) Natural � Ground 2,� 3.1 °e� Fronf D �o'� Ditch Slope Min D=1.0 ft -L- STA. 24+50 TO STA 25+10 LT -L- STA 28+63 TO STA 29+50 LT -L- STA 30+00 TO STA 32+00 RT -L- STA 42+00 TO STA 42+50 RT -L- STA 52+00 TO STA 53+41 RT -L- STA 58+50 TO STA 60+50 RT -L- STA 61+00 TO STA 62+21 RT -L- STA 81+00 TO STA 82+46 LT -L- STA 87+00 TO STA 89+49 RT -L- STA 88+00 TO STA 89+36 LT -L- STA 94+74 TO STA 96+00 LT -L- STA 99 + 00 TO STA 104 + 00 RT -L- STA 105+00 TO STA 705+41 RT -L- STA 107+50 TO STA 108+82 LT -L- STA 109 + 50 TO STA 111 + 00 LT -L-STA 123+00 TO STA 124+00 RT -L- STA 135+23 TO STA 140+50 LT -L- STA 186+00 TO STA 189+90 RT -L- STA 189+50 TO STA 190+50 LT -L- STA 233+70 TO STA 246+00 LT -L- STA 239+00 TO STA 246+00 RT -L- STA 284+97 TO STA 288+00 LT -L- STA 285+25 TO STA 286+50 RT -L- STA 290+10 TO STA 294+00 LT -L- STA 328+00 TO STA 330+00 RT -L- STA 330+80 TO STA 334+00 RT -L- STA 332+00 TO STA 335+00 LT -Y2- STA 11+30 TO STA 12+25 RT -Y6- STA 10 + 75 TO STA 15 + 00 RT -Y6- STA 12 + 75 TO STA 15 + 00 LT DETAIL J SPECIAL CUT DITCH ( No} }o Smle) Nafural Ground 2.� 3.1 °e� Franf D \O'�t Difch Slope Min D=0.5 ft -L- STA 35+00 TO STA 35+75 LT -L- STA 36+50 TO STA 39+00 RT -L- STA 39+50 TO STA 41+10 RT -L- STA 57+31 TO STA 58+00 RT -L- STA 69+50 TO STA 73+00 LT -L- STA 93 + 00 TO STA 93 + 65 RT -L- STA 104+00 TO STA 104+31 LT DETAIL K SPECIAL CUT DITCH ( No} }o Smle) Na}ural Ground ?.� A.1 °e� Franf D \Ot� Difch $lope Min D=1.0 ft -L- STA 10+00 TO STA 11+00 LT -L- STA 70+50 TO STA 12+00 RT -LREV- STA 13+00 TO STA 14+50 RT -LREV- STA 16+50 TO STA 18+50 LT -L- STA 24+50 TO STA 25+30 RT -L- STA 28+08 TO STA 28+60 RT -L- STA 47+00 TO STA 50+97 LT -L- STA 129+36 TO STA 131+50 RT -L- STA 143+25 TO STA 145+00 LT -L- STA 146+50 TO STA 148+00 RT -L- STA 148+50 TO STA 149+44 LT -L- STA 749+00 TO STA 751+00 RT -L- STA 149+50 TO STA 152+00 LT -L- STA 152+50 TO STA 154+78 RT -L- STA 156+00 TO STA 160+00 LT -L- STA 157+00 TO STA 157+50 RT -L- STA 159+40 TO STA 166+50 RT -L- STA 160 +28 TO STA 161 + 89 LT -L- STA 163+00 TO STA 171+50 LT -L- STA 196+50 TO STA 199+50 RT -L- STA 199+60 TO STA 201+00 LT -L- STA 207+00 TO STA 207+69 LT -L- STA 208+50 TO STA 208+95 LT -L- STA 209+00 TO STA 210+00 RT -L- STA 209+20 TO STA 209+50 LT -L- STA 210+00 TO STA 218+00 LT -L- STA 213+50 TO STA 216+00 RT -L- STA 218+50 TO STA 224+00 RT -L- STA 222+57 TO STA 224+00 LT -L- STA 236+20 TO STA 237+50 RT -L- STA 254+50 TO STA 278+50 RT -L- STA 257+00 TO STA 270+00 LT -L- STA 274+00 TO STA 274+25 LT -L- STA 276+50 TO STA 279+65 LT -L- STA 283+00 TO STA 283+50 LT -L- STA 289+50 TO STA 289+96 RT -L- STA 292+00 TO STA 294+00 RT -L- STA 318+36 TO STA 327+78 RT -L- STA 318+36 TO STA 328+45 LT -L- STA 329+00 TO STA 330+50 LT -L- STA 336+50 TO STA 341+92 RT -L- STA 337+00 TO STA 342+00 LT -L- STA 351+25 TO STA 352+43 RT -L- STA 352+50 TO STA 356+50 RT -L- STA 356+50 TO STA 360+00 LT -L- STA 363+00 TO STA 366+50 RT -L- STA 365+00 TO STA 366+50 LT -L- STA 379+50 TO STA 383+50 LT -L- STA 380+00 TO STA 381+50 RT -L- STA 417+90 TO STA 418+50 RT -Yl- STA 13 + 00 TO STA 14 + 00 RT -Y3- STA 10+75 TO STA 11+25 RT -Y3- STA 11+00 LT TO -L- STA 153+50 LT -Y4- STA 10+69 TO STA 11+25 RT -Y4- STA 10+69 LT TO -L- STA 153+25 RT -Y5- STA 11 + 80 TO STA 7 2+ 60 RT -Y8- STA 10 + 94 TO STA 11 + 75 RT DETAIL L SPECIAL CUT DITCH ( Not to Scale) Nafural Ground q.� b�1 Front D Ditch Slope Min D=7.0 fr -L- STA 181+70 TO STA 183+40 RT DETAIL M SPECIAL CUT DITCH WITH PSRM ( NoT to Scale) Naturol p< Ground 1.� ti ��teC Fronf d� D Ditch Slope Min D=1.0 ft Max d=1.0 ft Type of Iiner=PSRM -L- STA 342+40 TO STA 349+10 LT -L- STA 395+00 TO STA 397+57 RT DETAIL N SPECIAL CUT DITCH WITH PSRM ( Not to Scale) Gr�ou d 2.� 3'oite� Fronf d� D Ditch Slope Min D=1.0 ft Max d=1.0 ft Type of Iiner=PSRM -L- STA 282+00 TO STA 284+25 RT DETAIL O SPECIAL CUT DITCH WITH PSRM ( NoT To Scale) Natural p< Ground 2.� A�oltec FronT d� D Ditch Slope Min D=1.0 ft Max d=1.0 ft Type of Iiner=PSRM -L- STA 131+50 TO STA 133+00 RT -L- STA 135+62 TO STA 137+00 RT -L- STA 289+96 TO STA 292+00 RT -L- STA 351+90 TO STA 353+00 LT DETAIL P SPECIAL CUT DITCH WITH RIP RAP ( Not to Scale) Natural p< Ground ?.� b�0+�teC FronT d D Ditch Slope Min D=7.0 k Geotextile Fabric Max d=1.0 ft Type of Iiner=Class B Rip Rap -L- STA 39+00 TO STA 39+50 RT PROJECT REFERENCE NO. SHEET NO. W-53/3 2-Dl ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 27 OF 29 DETAIL Q SPECIAL CUT DITCH ( Not to Scale) No Special Profile For This Ditch F� 10' �i Na}ural I Ground ?.� p'� Shoulder D Poin} Froni Ditch Min D=0.0 ft Slope -L- STA 115+50 TO STA 117+50 LT -L- STA 127+50 TO STA 123+00 RT -L- STA 124+00 TO STA 125+50 RT DETAIL R SPECIAL CUT DITCH ( Not to Scale) No Special Profile For This Ditch I� 10' �i Na}ural � Ground z.� p'� Shoulder D Poin} Pront Ditch Min D=0.4 ft Slope -L- STA 81+50 TO STA 82+50 RT -L- STA 92 + 00 TO STA 93 + 00 RT -L- STA 98+00 TO STA 99+00 RT -L- STA 104 + 00 TO STA 105 + 00 RT -L- STA 107+00 TO STA 107+50 LT DETAIL S SPECIAL CUT DITCH ( No} }o Scale� No Special Profile For This Ditch �'�� �i Nofural Ground 2,� p�� Shoulder D Point Min D=0.5 N FrontDifch Slope -L- STA 29+50 TO STA 31+20 LT -L- STA 36+00 TO STA 38+00 LT -L- STA 45+50 TO STA 47+00 RT -L- STA 63+50 TO STA 65+00 RT -L- STA 77+00 TO STA 79+50 LT 0 a 3 a � E � a � � � � � 3 `" � � m � i � o � o � c ,,, ' z � � DETAIL T TOE PROTECTION ( Not fo Scale) �eC �\O 1 �� \oQe 'ti. �\�S Natural Ground d PSRM d =1.5 Ft. Type of Liner= PSRM —L— STA 115+00 TO STA.116+20 RT. DETAIL U SPECIAL CUT DITCH ( Not to Scale) No Special Profile For This Ditch �lo'~i Natural Ground ?.� p'.� Shoulder D Point Min D=1.0 R Front Ditch Slope -L- STA 362+00 TO STA 362+50 LT -L- STA 389+50 TO STA 390+50 RT -L- STA 393+50 TO STA 394+00 RT -L- STA 394+00 TO STA 395+50 LT -L- STA 404+50 TO STA 405+00 RT -L- STA 413 + 00 TO STA 414 + 50 RT DETAIL Y STANDARD 'V' DITCH ( NoT to Scale) Nafural Nafural Ground ,?,� 3.� Ground D Min D=1.0 ft -L- STA 59+26 RT; L=30', 5=0.30%, DDE=1CY -L- STA 108+49 RT; L=20', 5=0.30%, DDE=1CY -L- STA 189+90 RT; L=30', 5=0.60%, DDE=75CY DETAIL Z STANDARD 'V' DITCH ( Not To Scale) Noturol Nofural Ground 6.� b.� Ground D Min D=1.0 ft -L- STA 52+91 LT; L=49', 5=0.50%, DDE=1CY -L- STA 59+26 RT; L=16', 5=0.30%, DDE=1CY DETAIL V TYPICAL CUT DITCH WITH SPECIAL BACK SLOPE ( No} }o $cale) ,. No Special Profile For This Ditch Ezisting Rock Tie Back Slope Wall }o Existing Front Asphalt DiTch Natural ��}`h � R'1 Slope G�oun Varies 2p: � D Exisfin t� 40' � i'/ Asphal+ Min. D= 1 Ft. Ditch -L- STA 406+75 TO STA 409+15 LT DETAIL W STANDARD 'V' DITCH ( Not to Scale) Nafural Notural Ground � Ground 2:l p '1,. Min D=1.0 fr -Y3- STA 11+25 RT; L=37', 5=0.30%, DDE=74CY DETAIL X STANDARD 'V' DITCH ( Nof fo Smle) Nqfural � S Notural Ground 3.�qR/FS JP��,�p'� Ground p r� � 3'� Min D=1.0 fr -L- STA 31+00 LT; L=60', 5=1.50%, DDE=2CY DETAIL AA SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural Ground 2.� ,j.1 °e� Front D �� Ditch Slope Min D=1.0 ft -L- STA 167+50 TO STA 172+50 RT -L- STA 360+50 TO STA 362+75 RT DETAIL AB SPECIAL LATERAL 'V' DITCH ( NoT to Scale) Natural Ground 2.� Q�1 ��C Fronf D �o'�e Dfrch Slope Min D=1.0 ft -L- STA 148+00 TO STA 749+00 RT -L- STA 161+89 TO STA 163+00 LT -Y4- STA 10+69 TO STA 12+25 LT DETAIL AC SPECIAL LATERAL 'V' DITCH WITH PSRM ( Not to Scale) Natural ,� o< Ground 2.� b'O�teC FronT d� D Ditch Slope Min D=1.0 ft Max d=1.0 fr Type of Iiner=PSRM -L- STA V2+50 TO STA 177+00 RT -L- STA 181+50 TO STA 182+50 LT DETAIL AD SPECIAL LATERAL 'V' DITCH WITH RIP RAP ( Not to Scale) Naw�a� Ground 2.� 3�1 Front d D Ditch $�Ope Min D=1.0 $ Geotextile Fabric Max d=1.0 ft Type of Iiner=Class B Rip Rap -L- STA 177+00 TO STA 177+58 RT DETAIL AE SPECIAL CUT GRASSED SWALE ( Nof to Scale) Natural Ground 2.� Q.� ��� Front D o�e Dirch Slope Min D=1.0 ft -L- STA 207+69 TO STA 208+50 LT -L- STA 209+50 TO STA 210+00 LT DETAIL AF SPECIAL LATERAL GRASSED SWALE ( Not to Scale) Nafural Ground 2.� A.1 °e� Front D �� Ditch $lope Min D=1.0 ft -L- STA 127+00 TO STA 127+75 LT DETAIL AG TOE PROTECTION ( Not to Scale) NaTUral p< Ground A ���e'� Front d� Ditch Slope Max d=1.0 ft Type of liner-PSRM I -L- STA 130+00 TO STA 135+00 LT -L- STA 133+00 TO STA 135+65 RT -L- STA 171+50 TO STA 177+00 LT DETAIL AH TOE PROTECTION ( Not to Scale) Npfural Ground 3, Front d Ditch Slope Geotextile Fabric Max d=1.0 $ Type of Iiner=Class B Rip Rap —L— STA 181+00 TO STA 181+50 LT DETAIL AI FALSE SUMP ( Nor to sca�e) Top Elevation � 4•� 0.5' min �-� � 1.0' max Proposed Ditch Centerline I � O -L- STA 96+00 LT; TOP ELEVATION=762.3' -L- STA 135+50 RT; TOP ELEVATION=741.6' DETAIL AJ FALSE SUMP ( No} }o scale) Top Elevafion �-�, ,O � 1�.0' max Proposed Ditch Centedi e I ' O -L- STA 105+40 LT; TOP EIEVATION=741.9' DETAIL AK FALSE SUMP ( No} }o $cale) Top Elevafion �-�, ?O � 1�.0' max Proposed Ditch Centedi e I � 0 -L- STA 366+60 RT; TOP ELEVATION=753.2' DETAIL AL RIP RAP AT EMBANKMENT ( Not }o Scale) 70'min. Ditch 7.0'min. 1.5' Grade GEOTEXTILE -L- STA 191+60 RT; CLASS I RIP RAP=7TONS, GEOTEXTIlE=155Y -L- STA 208+95 LT; CLA55 I RIP RAP=4TON5, GEOTEXTILE=ISSY PROIECT REFERENCE NO. SHEET NO. W-53/3 2—D2 RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 28 OF 29 DETAIL AM BANK STABILIZATION ( Not fo Scale) NATURAL TOP OF BANK NATURAL GROUND GROUND 2J 1 GEOTEXTILE ry GEOTEXTILE 18' (NP.� -L- STA 128+06 RT; CLASS I RIP RAP=2ITONS, GEOTEXTILE=40SY, DDE=21CY -L- STA 191+43 RT; CLASS I RIP RAP=20TONS, GEOTEXTILE=40SY, DDE=15CY -L- STA 208+68 RT; CLASS I RIP RAP=I3TON5, GEOTEXTILE=25SY, DDE=10CY -L- STA 284+96 LT; CLASS I RIP RAP=27TONS, GEOTEXTILE=40SY, DDE=21CY -L- STA 397+91 RT; CLASS I RIP RAP=50TONS, GEOTEXTILE=90SY, DDE=30CY DETAIL AN STANDARD 'V' DITCH ( Not to Scale� Naturol Noturol Ground 1.� ,�.� Ground D d Geotex}ile Min. D=1 FT. pe of Liner= CL B Rip-Rap Max. d=1 FT. —L— STA 176+50 LT, L=50', 5=8.82%, DDE=72 CY DETAIL AO BANK STABILIZATION ( Not to Scale) TOP OF BANK TOP NATURAL OF SILL NATURAL GROUND GROUND _ _ 2J 1 _ _ GEOTEXTILE �" CL I RIP RAP �TYP.) 18" (TYP.) GEOTEXTILE LIMIT (TYP.) � FILL EXISTING SCOUR HOLE WITH CL II RIP RAP TO INV OF NLVERT CULVERT INVERT ELEV -L- STA 179 + 73 RT; CLASS I RIP RAP=30TONS, GEOTEXTILE=50SY, DDE=45CY SCOUR HOLE: CLASS II RIP RAP=36 TONS -L- STA 349+51 LT; CLASS I RIP RAP=70TONS, GEOTEXTILE=1205Y, DDE=50CY SCOUR HOLE: CLASS II RIP RAP=50 TONS -L- STA 398+49 LT; CLASS I RIP RAP=60TONS, GEOTEXTILE=100SY, DDE=40CY SCOUR HOLE: CLASS II RIP RAP=35 TONS WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac) ft (ft ft 1 128+16 54-in RCP-IV buried 1 foot < 0.01 < 0.01 13 19 1 128+16 bank stabilization < 0.01 18 2 179+65 1@9x8-ft RCBC w/1-ft sills < 0.01 < 0.01 6 19 2 179+65 bank stabilization < 0.01 36 3 191+44 60-in RCP-III buried 1 foot < 0.01 < 0.01 < 0.01 < 0.01 15 15 3 191+44 bank stabilization < 0.01 22 4 208+86 42-in RCP-IV buried 0.7-ft < 0.01 < 0.01 11 20 4 208+86 bank stabilization < 0.01 21 5 284+g6 54-in RCP-III buried 1 foot < 0.01 < 0.01 5 20 5 284+96 bank stabilization < 0.01 18 6 349+71 1@9x8-ft RCBC w/1-ft sills < 0.01 < 0.01 13 21 6 349+71 bank stabilization < 0.01 44 7 398+18 1@10x7-ft RCBC w/1-ft sills < 0.01 < 0.01 9 22 7 398+18 bank stabilization 0.02 80 TOTALS`: < 0.01 < 0.01 0.05 0.02 311 136 'Rounded totals are sum of actual impacts NOTES: � 6 � � � � � .. � V W O � � � � \ \ � O N V r � � � �C) � V � � � � M � �� �/� �, o" � ae �� �aw O/� Ta O �n oz G 3� N�w °� V �o� ��r� ��� r��:� See Sheet 1 A For Index of Sheets See Sheet 1 B For Conventional Symbols BEGI11 t TIP PR OJECT W-5313 � L- STA.10 + 25.00 -L- L'l. JIH./LtYJ.YI L,LS= —LREV— PC STA.12 + 95.91 LA � SR-133] �0��� \ �9 �� �� —I,REV— PT STA. 24 +20.07 LB = —L— PT STA.24+20.07 LA —Y2— STA. ]0+75.00 lCF.TNF,R FARM RD. SR-l34] ROW RD. \ MOOSE RD. SR-1308 WADSWORTN RD. SR-2]54 -OLD BEATTY FORD RD. srs-,zz, -YI- ST.9.14+20.00 FARM ESYAi'}'S O CONCORD RD. SR-I002 LOG OARN T � PARM RD. ��1 J��� �� � \ ���11�1 `����J� A�IL V � �������� �� ���� � ��� ROWA1� COUI�TY LOCATI011L• SR 1221 (OLD BEATTY FORD ROAD) FROM SR 1337 (LE11tTZ ROAD) TO S R 2 3 3 5 ( L O W E R S T 0 1 1 1 E C H U R C H R O A D) TYPE OF WORK WIDE11lING, RESURFACI11tG, DRAI11tAGE, SIG11II11tG A111D CULVERTS BEGIN C0IVSTRUCTION -Y3- STA.10 + 50.00 FXISTING BRIDGE -L- STA.119+12.77 _y3_ PHANIEL CHUACH AD. SA-2569 � � U � OLD BEA7TI' FORD I2D. SH-1221 \ '—BUTTF.RFLY LN. �M/3ALER XO. —ROY /dfNE RD. / SR-2510 CIIAPMAN � FARM RU. CONCORD RD. BEV RD. SR-[002 OU(CN 91FFK0 CRFER + IHfS PAOJEGI' IS NO]' WfTHIN ANY MUNICIYAL BOUNDARIES. TNERE IS NO CONTROL OF ACCESS ON TNIS PROJECT. GLEARlNG ON lNIS PROJECI' SHALL BE PERFORMED TO INE LIMITS ESiA6LlSHED SY MEINOD l)I. -YS- SHUPlNG Mlfl RD. SR-2559 � � BEGIN CONSTRUCTION _ -YS- STA. l] + 90.00 a BIftTWICK RU.—� �B \ _,.� t SH(JP/NG OLD BEATIY �'I M/LL RD. SA-256] FORD RD. SR-]22] f �b - MOORF. VILLAGE RD. � a \\ `COUNTRY RNGE RD. _yq_ PHANfEl CHURCH RD. SR-2569 CONSTR UCTION TA. 13 + 75.00 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 50 25 0 50 l00 ADT 2015 = 4333 ADT 2035 = 5800 DHV = 10 % LENGTH OF ROADWAY TIP PROJECT W-5313 PLANS D = 65 % 50 25 0 50 100 T- $%* LENGTH OF STRUCTURE TIP PROJECT W-5313 V = 50 MPH PROFILE (HORIZONTAL) * �ST = 3 DUAL = 5 10 5 0 10 20 FUNC CLASS = TOTAL LENGTH OF TIP PROJECT W-5313 RUAL COLLECTOR PROFILE (VERTICAL) SUB REGIONAL TIER END CONSTR UCTION TIP PROJECT W-5313 —L— STA.295+35.81 oR�AN BEGIN LET PROJECT ' �H�R�H RD. "°"",."� SR-]006—� CEDAR- TIP W-5146, } CARTER LOOPI SR-2SbS J ORGAN CH[IRCH �. SR-IOOb � END CONSTR UCTION -Y6- STA.I5+15.00 i ti' �� ��� �� � l ��� ��� � t�'�� *ii�� ��R�~���#� �rtt�i�':y►i,���a.*��►���r���+'� ���j��# '•� �`�r _�_ OLD BFAT7Y FORD RD. SR-1221 DA/C07A LN /BEGIN CONSTR UCTION TIP PROJECT W-5313 —L— STA. 318 +35.84 E111D LET PROJECT TIP W-5146 + —Y7— STA.11+40.00 _r�_ LOWER STONE CNIIRCFI RD. SR-2335 � E1�D TIP PROJECT W-5313 E111D C01�STR UCTI011t � �'�` N � o� � Z� Prepored In ihe Offlce of: DIVISION OF HIGHWAYS 7000 Birch Ridge Dr., Raleigh NC, 27610 = 7.33 MILES 2012 STANDARD SPEC7FICAT/ONS = 0.00 MILES RIGHT OF WAY DATE: TONY HOUSER, PE. AUGUST 29� ZO�4 PROJECT ENGINEER = 7.33 MILES LETTING DATE: LEE ANN MOORE FEBRUARY 16, 2016 PRO�ecr Dssrcx ENCrNSSx -L- STA. 420 + 00.00 HI'DRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER r.E. _yg_ £R STONE fJRCH RD. SR-2135 �5� �z� PRELIMINARY PLANS DO NOT USE FOR CONSTR�CTION �F f10BTy !t� c''D ,� o� • : a : ro s s 0 i�,�P @o�af �F YWNNS � Z � � �, � � � y a a s �� � 3' /' P o Q, � // �o o� s� s �� O� Z -L- -L- Pl Sto 29+53.47 Pl 5fo 40+64.54 � = 23/'14.3'fRTJ p = l5'll'24.8'fLTJ D= P 54' 355' D= 2 32' 47.,3' L = l3/.98' L = 59652' T = 66.U0' T = 300A2' R = 3.f�0.!)0' R = 2250A0' SE = 05 SE = O6 RO = l40' RO = l67' S H 6� iq. E N Zo, M Sa, �+ 2 S 6222'2' E `'s: °o, � o. S 62'22'12' E 76.53' \ i °v� "�s EIP IB3.74, � S 6222'2' E � w I76.93' ? � 13 12A � 12 FLOYD MARTIN PATTERSON VIRGIL REID PATTERSON BETTIE YIAiTS PATiERSON FLOYD MARTM PAiTER50N AND WiFE PB 9995 PC 5265 BETiIE WATTS PATiER$ON CATHY & POTTERSON � � DB i07T PG �89 pg e78 PG 506 pg qg95 PC 5265 PB 9995 PG 5265 STANDARD V �ITCH RIP RAP CL 6 SEE DETAIL X > EST.S 70N5 ��n�r'�i - _ GEOTE%TILE �.(=�{���uv E5T.14 SY'S 44666 + . L O ���i'Si Q 1 1 40.00' ��, J� m� Omm�� "' - SPECIAL CUT DITCH I I �- o � Yoog� � SEE DETAIL I � � �^ � I� IS F D � SPECIAL CUT DITCH �I I � ,,..rr��,,�� � (( ��,,;; 1 I � SEE DETAIL I REMOVE � ����/ �'."�n r+?� _ � I SPECIAL NT DITCH � �~ TDE n REMOVE � � I SEE DETAIL 5 � REMOVE � � [� � �, aa4 �,e +A] d] -I- +10 d5 I_ i 4P I i Z POL�mI `4 � � i5' _ �� I � �� _ � L— � f- 8' CONC � � �I —. .-� — � IS BK SCHOOL � SPECIAL CUT DITCH SEE DETAIL K � �� � i � T � � r � ' � 1 � -.�._ �M �F7r��� - � J25 R� �/ \H REMOVE REMOVE �� \ � � SPECIAL NT DITCH --� SEE DETAIL K \ _' �� I � T� ROWAN-SALIBURY OARD OF EOU8GgTtON +g�.q� OB 383 PG 4j7 40.00 BOSTIAN SCHOOL -L- PC S1o.28+87, 1� b POL� �I 050 — p � 1`-' 1 � I \ � \ REMOVE� F D I GM J� �c--� \ � I GR4DE TO RAIM � � � � c ��I G /` � �1 � i � � RIP RAP CL B EST.3 TONS GEOTE%TILE � EST.10 SY'S E OB �09 PG 95� ezlsr.�q PAMELA DENiSE Ni�S 3o.aa 13A E S 64'OB'al• E 305.II' +21.39 -L- exisr. anv 30.00' +40.00 -L- 90.00' 40 00' IS F D MTL ` I CANOPY � �� � 1� ..�ti.�:. � �-�i�-- ���a :�.- � � i�� ��� - 4. 8' N 67°la'0�' M' - x�� - 238.23 E�P S 61'42•73' E EIP 119.7I' EIP 17 NALTER X. GARDNER eNO w�e MELISSA ANNE SNIPES pg 775 PG 197 SPECIAL CUT DITCH, SEE DETAIL J EIP o 15 �a W4L7ER G4RDNER OB i084 aC YI -_ isaKO � � REMOVE P � I I REMOVE '� � I�� � � � �� €3 _- E "� �— I °I J �µ� �.,ti., I ��` � REMOVE � � isFO � � G7 � � °o 0 3 � � / i � : ; / i � SPECIAL CUT DITCH � S�• 1 3 SEE DETAIL I 9N�NN � O �I `^ CARL L. MILSiEAO OB 8T6 PG W3 14 5 66'S3'4P E -L- PT Sto.30+/9.45 p 62.58' CD - �-s F ` ,p1� , � �$ STAMiE M. CLMIE nHO w�e PATRICIA J. CLME �8 939 PC 378 PROJECT REFERENCE NO. SHEET NO. W-53/3 5 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION EIP 5 64°93'2P E I.05. 274.07' n� �_�_ Pc s,o. 3��s4.�2 84RN _ V$R ( � I I HTR � I� � � + . -L- � 50.00' I � �EXIST. R/W) � I+40.00'-L- SPECIF{L CUT DITCH SEE DE7AIL 5 � 4' __ I�i 30.00' �C___�_E -r - —� � � �� — a E�E � �� � �° Ow I I ��� � aI . IS BK D � � I �6 CONC �� r � � I I I ISF D '� I I _ —I � � IJ s DARRY� R, �ipE 16 K��`w�LE� RO55 i.LiPE � �PC B� nNO w�¢ SHIR�Er L, L�PE 19 OB 553 t+C 332 EIP 3 s II 60.00' : m a _ Il�m I � IA I IN I I� I �o i� i � I I I HTR 21 JEF� Ep�� �RGAN . �, R, _� _ oe �a+ Pc e's 40.00' � DITCH � +64.52 -L- TURNS Q 30.00' OUT O +56.93 -L- � X 4�� o Q J I-- I���A� — asnAU� � D� � , •��,i 3000 -- �u w +29.61 -L- � � 40.00' \ \_ � Z � ISPECIAL CUT DITCH � ` _ � � _ SEE DETAIL J � / („) 1 1 TR IS F D a5' MT� Q ' CANOPY � +64.52 -L- I �� N - 30.00' / s � 49.00'' " 56.00' +72.50 -L- 2� ; TAMMY RENEE SEACRAVES ^,� se:zo TpWr L. SEACRAVES � 727 PC 111 ,. AND WiFE O ° ry CAROLYN P.SEAGRAyE$ 2Z DB 6T5 PG 833 �� E p�� 19 �� � o°' �� E P� N �9 �\ry�i I / FOR -L- PROFILE, SEE SHEE75 NO. 35 8 36 FOR -L- DITCH DETAILS, SEE SHEET NO. 2-Dl & 2-D2 DRIVEWAY RADIIARE 10'UNLESS OTHERWISE NOTED Z O � Q, � � a s � � 7RAFFlC DIAGR.4Y 20�o aor 2035 ADT OLD CONCORD Rp, � OHV = l0% DlR = 65% � rrsr = 3i zzoo� IX/AC = 5i -L- 3300 5400 300 � fOLO BEATTY �� ��� FORD ROJ plpp 1e� D�iV = 9% � D/R = 55% �� rrsr = iz DUAL = 3% O O O O + M 0 � � Q � w J � H W W 2 N w Z J 2 U F- a � TRAFFIC DIAGRAM I zoio aor 2035 AOT - - E�P OH✓ _ /0% 5 73'4I'3b'� DiR = 65% �°•74 -L- rrsr = sz � Pi 510 62+85J0 qi,ai = 5i E�� �= f 09' 20.6' fRTJ D = 0' 49' 06,6' -L- � 5g�pp T = l7 � �� fOLD BEATTY 4� �4� R_ 7mOm, qgpp FORO ROJ 1000 2� SE = OZ oHV = -i RO = 5r aR = -z N � �8W TTST = •% ai� 3000 p�,q� _ .� ROl' CL�NE RD. w00D5 � 28 W4LIAM C. TROUiMAN aNO w�E NELEN CLINE TROUTMAN DB 598 PG 909 SPECIAL GRADING SEE CRO55 SECTIONS STA.53+00 TO STA.54+00-L- LT. -BY6- +48.61 -L- � �-�� � I "P � I I 5 76�24 Zi E � E�P - 9=.92� I I I - (I 36 � � I6`55 + II i � II EBENEZER LUTNERAN CNURCN I I DB i023 PG 225 DB 295 PG 227 O I I II � I II CEMETERY II D6� 87'PPfi 2 5 ° I � I I I I J OB 8�3 PC n� o I I CEMETERY PB 9995 PG 5�85 � I CEMEIERY I I �� � � - � a I � I � I �8 i _ ���i"� i o � i Iti I I � � m� , �y '� a � , ` � 4� I I IS BK LHl1RCH // O \\ � I I q� � ° x� x I � �� � �` �� �I � � �� I� .ra . � . ,� �, sa o ti � X � i\ � ��� J�� J�_-��-�__'�� �'� I I � I �X �2 �--- p� �j t il I I L I I I GRADE � IN -XJ � -L- r�. S!O. 6G'�'�S.�O \� I I I I x �- '- - BK - I �ONL CANOPY \ I I II +08.50' L G3� . � \'�'�F� TI�RNS OUT +37.22 -L- v I I I~ 5 79.92' W� �/// � �.` y 40.00' L I \�\ . .. I I I I � +;� +07.37 -L-f� +34.64 -L- / � LT +15.10 -L- � \ I EXIST. / 40.00' / 30.00' \ 1 DITCH A �� TURNS X OUT g9 .I-26.00 -L- � CULTIVATED 30.00' �� � �l AUE AUE AUE AU C CULTIVATED F r � \ c � ""'r F G \ / : u^ o0 / \ -L - � SPECIAL CUT DITCH +14�80 �_�_ '" '� I I SEE DETAIL I +46.58 -L- s DO NOT IS BN BU EX�ST. ww 2.44 -L- +45.4E -L- 125.86T I I o.00 exist. ww DISTURB +40.00 -�_ ' � � SIGN ON �24.00 / PARCEL 32 � ;33ao- `- p ° +15.50 -L- o DO NOT 135.00' I 6I +37.00 -L- I ? I D I STU RB �3�.SO' +36.50 -L- IU/G TANKS 139.50' Q I al +33.50 -L- o 153.00' � RCEL 33 �4�.�9 -�_ � A� Exisr, ww SUE F. BOONE �sb.oa� I gI CNARLES TNOMA$ FAGGART TRUSTEES OB �090 PG &3 I g �al O JOHN MICHAEL fOX . m I z �I 32 CAT ER�iNE�NE. � oe sei vc ns �3 I -TO�?�'4�� gSb' o• STIREWALT-FAGGART HOUSE m d _ T \ � : " .� .. �. .. . \ �0 E �R� E �T I -L' OLO BEATTY FORD R. SR l22/ 26' 857 w_ _ - C - E Im I +is.00 -�- T +41.00 -L- I I � 30. { ao.oa 50.00' \ SPECIAL CUT DITCH f SEE DETAIL I � \ SPEQAL CUT DITCH • 2 S BK D SEE DETAIL J s +40.14 -�� . �2� oa _�� Qo a J � a. 3�.�0 I �I fl � _.� N B5T __ E E E �� E ' � SPECIAL CUT DITCH I� I pECIAL CUT DITCH SEE DETAIL I q� �ONC � EE DETAIL I STANDARD 'V�B��-h�" / +ni5 SEE DETAIL / � ��y i5 BK � +97.00-L- s 30.00' +10.12-L- 40.00' +40.00 -L-� '� N Cl1LTIVaTED 30.00' 40.00' TIE TO - x 50.00' C EXISTING �x- +- SPECIAL GRADING SEE CROSS SECTIONS STA.63+00-L- LT. \ � ..,. \ ��_i' \�,'�� � "��i� � o e�-,��_J,�. 'a�',Ci%� �.r.� .. -- _ � _ ai� i� ►�!'-3�1i�111�1�:fl:�-"'� ,I/' ���� - � /� /������ ��� �''� Vi ����� � �� � ` � / � � .. �+3000 L ` �+05.44 -L- 1 DITCH ---- � 157.50' El(IST. R/W � � 59.55' (50.00'� GRP.DE TO DRAIN TIE TO EXISTING EXIST. RNJ � SWALE 34 O NOT GRECORY HAROLD SAFPoT pg T22 PG „5 ISTURB EBENEZER LUTFIERAN CNURCN 5 6T°39'06'E TMERESA L SAFRIT DB w23 P� Z25 EiP EIP AND NUSBANp GN ON 1zQ.o�• DONALD R.54FRIT OB 295 PG 22T � pg p�0 PG 9�5 DB 3e PC ¢ RCEL 33 � ��9 � �9 O � 35 oe +eT Pc z.s 36 p8 498 PG i63 _ OB 8�i PC ITI � PB 9995 PG 5�85 � ;� N 6334'S5' W 273.22' gY6-56 \ �o =�\ , \6 v \ \A N N \ o �\ \\\ � \ y eY�'51 � � � CL B RIP RAP EST.2 TONS GEOTEXTILE EST.7 SY.'S P L� � "\ C,�` . `-o O� S� � t�� O� 2 t0 PROJECT REFERENCE NO. SHEET NO. W -53/3 7 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION 1 � � Op6 <s� _ F�6 Y 40 � OITCH TURNS OU7 E --�} E � � i ��'�:'��i�'�'��.�_��� � �'��_ � � j � � �i: � ��� - � � ' O O O � O O . ti � � d N - J � H - w w x -E N L Z I I� '� LSPECIAL CUT D CH = ;� SEE DETAIL I � � � � IS F D V � � ~ z�\ 30.00' L �5 F D -. � S � +56.30 -L- I I ` , 4a.ao i � � � W \\ � ; _ � 0.� M `� �,m^ � iQ N d' Wdf-' � °' a �a � ,i �s -BY7- >�� / m� / � 37 38 °�°W � � BOVDEN L. BROWN 39 d _�/ JIUMY H, DAVI$ ANO W�FE ��, I" � OEBR4�,lw,DAViS DApLgE63i pGLO5W�ZN �\ OB 9�1 PC i80 PB 9995 PG 587 � PB 9995 PG 583 5 g2„6'�6. E E�P 2�. E�P 5 IY47'29' W -L- PT S1a.63t5630 23.53• E�P 5 07'41•IO' W 26.58' - - E�P E�� FOR -L- PROFILE, SEE SHEETS NO. 36 & 37 FOR -L- DITCH DETAILS, SEE SHEET NO. 2-Dl & 2-D2 DRIVEWAY RADII ARE 10' UNLESS OTHERw15E NOTED N O � C o� � S � y � s �� � 3 P o Q, � i� 40 KEiTH NAROLD OVERC4SH OB b37 PG 805 PB 9995 PG 5�85 �I � � j � / � � _ i �—--—— /' / � / / / / 1/ �t 25F D 1 —E�R�E— ���,F �:� �' ;� ��' :, .. ' � � ��. ��.. ��F _. . \ \\ i \ `, > �W � ,;Q � J \ -' /\ W � j�: 82�8'�9 E E�P % �Zj \ 30.00' � PB +18.00 -L- ao.00 41 40.00' 49.00' S g2 / � �o o� s� � c�� �� Z 43 PEiER P, PACIFICO. JR. aHn w�Fe JIAIA A RADER-PACIFICO DB 9H PG 410 PB 9995 PC 5�85 � � SPECIAL CUT DITCH � � SEE DETAIL J 1 I � 1 , oso [.�rca��w�° OLD 23, 4g E EIP � �5 g3\4�;19 � � � EiP \ S 3B 3 9<6i� f l(� \ � 44 � � � ,IERRY RAY SiiREWALT �_ 62°95'20' E EIP � 9T1 PG �7 61.30'� � OB q55 PC TH \ PB 9995 PC 51T� 2 \z \ �, • s \`N� i � s +72.37 EXIST. WW " a\�' 30.00' ' ` i� 21.50 -L- \ 2 73.00' \ i..23.50 -L- si.so• � L � � 40.00' L +09.00 L �\\ , 1\. I ��`F� �,_,� . �-�— _ . Fn AUE AUE AUE AUE CL B RIP RAP pg0 EST.2 TONS WO �- DITCH TURNS OUT y S 5i�j2'3q• � GEOTE� 80 915.96. E EST. 7 Y4S, + 00.00 -L- \ .s \ _ 30.00' � OWELL � EIP +06.50 -L +77.00 -L- 52.00' E� + . 0 -L- 30 00, +93.00 -L- � p 50.23' +00.00 -L- 51.00' ACER +5o.00 -�- � ao.00' 5=1 ss.00� +0963 - 58.89' SPECIAL GRADING SEE CRO55 SECTIONS 42 � TA.70+00 TO STA.71+00.L- RT. MICHAEL LEE STIREW4LT \ OB 588 PC 8�i \ s B. vy `�S. a�°6, f \ \ \ \ E�P w000s N }t.s5 ��.�� E� w o �' � E _ E .. � e° �z• r.Hi w ssaw o s '�wo AUE� NM= 647416 � E = 1545717 ELEV = 8�7.94' � -L- Pl Sto 80+8252 o= ir o6� o5r rRr� o = zo5- oo.s• L = 53283' T = 26725' R = 2.750A0' SE = 04 RO = 96` �eg••�GL�� � X � AUE � 1" 1 �� � ' 11 11 � � 52.50' SPECIAL CUT DITCH SEE DETAIL 5 +41.00 -L- � 1 � 3L29' 1 +15 � 40 E� I�1 � ao.oa' oeo � �' � E „E E E • c—�— E �� � <-- <�- � 0 � �� REMOVE PROJECT REFERENCE NO. SHEET NO. W -53/3 8 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION � 46 MICHAEL LEE STiREWAIT B 9 9 Pp�C 5it�� ■ � RaND ELEC W/ WOOD POSTS �i� — � ����C —�— +� — F 2 STR4� ELEC W/ WO — ��,�,� Q� Pflcr� AUE AUE AUE AUE q�E 5 � SPECIAL GRADING SEE CROSS SECTION � STA.80+00 TO STA.81+00.L- RT. DITCH TURNS OUT GE�tGE F.STIREWALT p8 1055 PG T20 P8 9995 PG 5�7� 45 / E/ N069?Z 6 �' / / / / / X FOR -L- PROFILE, SEE SHEET NO. 37 FOR -L- DITCH DETAILS, SEE SHEET NO. 2-Dl & 2-D2 DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED O W � � _ U � � �� N �O N �2 J � � �� WW �� 3� 0 � � o, � c � y a a s � � 62�.}fi % S t �9� 9�. E� tiQ � \ s 0��u�'�� y / �o `'s 'P. °v F ti0 F' 09�66`O � s ati' � \ E�P y 49 \ 47 �°�. MARK OWENS \ JACOB FI. N. SLOOP '�,'rm. NAD NE� J ONENS n pg �9 PG TZ � OB 809 PG T80 i \ s a , \ � � \ � � �$ � �� � c�c� N �K� / / w / \ ` - ,� / �Q n � / `� N N 'f'd ./a,� z �p5s+� ''�so \Jf���/ 2 N 1 �1064 �sc'``�or \�fi% �_� _ a2 OQ- 0 80+8252 '� / � _ 1�06'05ffRT1 D = 2' 05' 005' E'P L = 532.83' T = 267725' E�P R= 2M 50.ar �NIP02°35'32' E SE _ � IB.13' � = C�'j� EIP � y^� / �'O�' oh PROJECT REFERENCE NO. SHEET NO. W -53/3 9 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION S B ry0�• I �t 55 50 � 54 STEVEN C. SELLERS q AND WiFE REBECCA FORD TNOMASON z � DANNY N.SLOOP LYNN B.SELLERS ANp HUSBAND ,- � 51 ANO WIFE DB i069 PG 5& DALE LEE TNOMASON CARLA JEAN K.SLOOP I DB 873 PC 88� , JACOB H,H,$LOOP DB 596 PG 538 �^ AND IN�FE DB i043 PC 9r2 y �\ \\\�� MARY LOU SNEAO SLOOP DB q�3 PG 9n .�T� \ ' �'�. 0 STA 90+00-L i RT. � 5 51'45'25' E �� �p �� 25� NASKEL BROWN TRpUTMAN AND W�FE �IlIDA I, TROUTMAN DB B62 PC 8�0 53 SEE DETAIL 1 \ \ THE MARY ALiCE LARPENiER REVOCABLE TRUST DB i00T PC i79 56 \ \ \ s 0 a y °0 9 9s �� FOR -l- PROFILE, SEE SHEETS NO. 37 & 38 \ FOR -L- DITCH DETAILS, SEE SHEET NO. 2-Dl R 2-D2 DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED W 57 W � mmN �;sk'�' oN�� F «S � ��� 0�1 � Z O � > � � � m y a a s �� � 3' � P o .. Ll O� O 3� N�( � ti_ � SPECIAL GRADING SEE CROSS SECTIONS STA.96+00 & STA 96+50 LT. FALSE SUMP / SEE DETAIL AI 8 CROSS SECTION STA.96+00 LT.� 57 TiMOTHtt G. NOMBLE n� w�FE SOWA S. NOMBLE pB q75 PG &2 PB 9995 PG 58K s 0 �o's P � s rO N Z �� 0 >'' N w �j S � � �� Z �\ 5 99 o�a 9• E \43' � ng� �� ALAN K.KUEML..Rt. AND W�E OBYT63 PG 67XL 59 -L- PI Sto 99+94,g3 p = l8'43'07.4fLTJ o = r �r� 4i.r L = 669J4' T = 337.88' R = 2A50.00' SE = 05 RO = l28' 5 80ep55 q E / I ��,. 61 CLAUDE J. BURRiS, JR, UB W83 PC 75� I / / 8���6 p2 �/ / S 5oq9�. � � � LL NT BASE DITCH SEE DETAIL D 62 $HANE J. TESCH aero wive STE� �5 P�G �35�H � � � � � � �3 60 ALAN K. KUEMI AND WIFE ELAINE F. KUEM pB WO PG 22 PROJECT REFERENCE NO. SHEET NO. W -53/3 /0 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION FOR -L- PROFlLE, SEE SHEET NO. 38 FOR -L- DI7GH DETAlLS, SEE SHEET NO. 2-Dl 8 2-D2 DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED z 0 SN 0' '� O� f � ` Q t- N J I� J 2 U r a � O�I I O � � _� a � � � Q, �£ � � nse� �e E =15� ELEV = � +77.34 -L- -L- / � Pl Sto Ill+9p,32 PI Sto 116+84J7 0= 9'33'29.6'!RT) �= Tl9'40TfLT1 0 / D= 2 5/' 532 D= 2' 5/' 532' � L = 333.64' L = 255J9' R= 2.00OAO' R= 2A00.00' ��°�n_ jp oe; � SE = 05 SE = 05 �r� RO = l20' RO = l20' a� � Ya� �� \ �� � \ �+23.11 -L- \\ � �, ,a sp O, 0 � �\ \n � � � ` � �3 �� � � � �A\� \ \'q. \ 65 BOBBV GENE WACONER 4ND WiFE AMELWA KAY WACONER DB 716 PC 9n SPECIAL CUT DITCH SEE DETAIL I E E � \�.1 .. O ,E_ c . 1 c � � ` ��� + I ��>I �3 � � +sz.zo -�- ll� I~ +20.00 -L- � E%IST. RNJ � I 40.00' / � ^55 00' I / <� ` I I m �� � /\ 5 \ � � IS 0 jL �/� ` i\ 2: � '� � � ;� � ` � � � � i IxIBK� 1 , � � COLUMNS � �J !�� 45.00� DAVAND NATASHIA DB a� � PB 9995 `W `W si C. \ � 60 p�AN K.KUEHL nHO wivE ELA�NE F.ICUENL oe wo ac za 63 � � � O� / ,°� 2 EIP s °� n �4 H 09q9•95 F. bb �� fip� CARL DEAN MCC�NNIS OERIC SHANE FELTS AND YIffE DB W6 PG 653 KEILY F, MCCiNNiS OB �U PG 9�0 � -L- PT Sto. 118+1/B9 SPECIAL SHOULDER GRADING p�. CC M � SEE CROSS SECTIONS -L- �l. SfO. I/S'�'J�JVJ Z \ -L-STA.114+50 LT. N; � , � R �`�,� � .A \ � +56J6 -L- � \ � 40. 0 X ,.�� p0 \ �\ � n \. —�E�� • � — � ��-� �Ex_snr�c=iw '. 7' / � / 1 �: II /6�'PVC � � -. MT� GAiE � ,. �' � � � \ � X � � FIRE DEPTIw + . -L- \ \ HOOKUP � � � \ I \ � I � �E — c, ♦ _ � TO PONO�'. SPECIAL CUT DITGH SEE DETAIL Q - E � �t6'i�.���?��11��'•�+ �'��� DIT� TURNS OU 11.89 -L- o.00� X �2� BdTAPER �.. E ��i � �. — — _ - �� ar at �� ar ar +n Wo J�� � EIP EO „oa � �• ww F F _ — . .. , _3'ww .. F .. Exisr. ww � I �3 ow \�\ E E s:� r ER r99.08 -l- 40.00' - * E E%IST. RNJ � � � � � "�my,�� s 55.00�49��1 � . � <°`r °� � � �_ � w - � � r-r� .. � ��s —I�� oµ +-� -' � , s +-11.89 -L- i _ N1� i I 'o DITCH TURNS UT 'ONC �•5 5 BK D I N 4i �U I IS F D I -� ��D' � O ,.� �y. TOE PROTECTION 40.00' a�`y °�,sec'm SEEDETAILT ,r ����L� I L � L WOOO���J F IS F D VAR Hi BlK � � _�_ s ss' 4�OHCON . ��s.�s � � � — a°Q4 �€� � I °. � � � I � �67 Di NE A. DRL NELEN 5. DOYIE AI� NUSBAND �� � e9T P� 7�T KIRBY DILL � �5 �'G 5092 64 DB 95i PC �B9 Q� PB 9995 PG 5092 68 I EOUITY TRUST COMPANY PB 9995 C 5�092 Eia Eic -L- PT Sto. //3+56J6 `� '� n �'S �s�4,t .�\ e(,59�4' E ,SO �o H \33i N �a5? � s 69 - °� g6'S9\p 6�`PO. PAUL w. c000ww \ ao° �^ AND WIFE � N KATMY D. GOODYIIN DB s23 PG �59 • PB 9995 PC 509� me ° �°' Eia Eip / fip / 8 / flp -L- POT 5/0.12(1+3277 -L- PoT Sto. 119+1277 � PROJECT REFERENCE NO. SHEET NO. W -53/3 / l ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION / / �2 / MKNAEL GRADY aNO w�e BONNiE GRADr OB �62 PG �6 l O�E P.00. �B �5J p� 9H � � x� ` 1 � - SPECIAL (�RADING SEE CROSS SECTIONS x� � STA.120� 50-L- LT. I � � / � 1 x 1 I �I I I � / �II o �,I I�� O � Ij'/ � � Ia �L� + N I _ x � a N DITCH TURNS OUT 00 ;4ne.,��I ��o� �-a- TYPE I � � � �F ll TL t GRAU PP 8:l7APER C J `� N N W I r aP TYPE� '!�, TYPE l Ww 3 G� R =:IT0.PE` W F �— � LJ E — E. C E t/� 4 \ . � � SPECIAL CUT DITCH �W O' Z SEE DETAIL Q J / / � �� SPECIAL GRADING SEE CRO �SECTIONS STA. 120+50-L- RT. Jpm / . � / S / O Ns NN m � /m � 73 !� JAMES 5.400RE ANp WIFE R08ERT MICNAEL BEV�LACOUA UEUSSA AIOORE DB n5iPG 93 OB 955 PC 709 PB 9995 PC 5092 FOR -L- PROFlLE, SEE SHEETS NO. 38 8 39 FOR -L- DITCH DETAILS, SEE SHEET NO. 2-Dl & 2- D2 DRNEWAY RADII ARE 10' UNlE55 OTHERWISE NOTED \ � Z O � � � � y a a s �� � �� P o �; / ='V / / / 72 ia A1iCNAEL GRADY � O AND WIFE >h, 7`� BOM�iE GRADr ,> qb D8 �6i PC �6 ,.� p°�' dERRY DEAN GARMON r AND qiFE TAMMY D.GARMON DB W02 PG 56 /P N � OP . ;�,�0 0 p� �� . 2 - - / / + +93.39 40.00 � � 11 I I/� � ��t o � o ' 1�� g ab .,,, � I ��� — � ���� C�� � . • � _ !..� �:i' � � � _ ST�Nf I I -L - Pl Sto 125+42J4 �= 2(7' 57' 4/,4' fLT1 o = e 5r 4�a- L = 30475' T = 154J0' R = 833A0' SE = 06 RO = l44' 75 WILLIAM A LASHLEY IIIAI� TERRILASMLEY V OB u89 PG 257 PB 9995 PG &0� \\ \ �` \� \ LATERAL GRASSED �WALE � \ SEE DETAIL AF � CL B RIP RAP� / I EST. 1 TON � I GEOTE%TILE / II EST.S SY.'S �° �'1 ' DITCH TURNS OU' I � M MT� W/ O 0 N �a � � IQ Z .Z N I ANiMONY STEPNEN MORENO AI� WIFE 7E� PATRIC�A AI�! MORENO p8 u09 PG 9�7 p8 79� PC 653 PB 9995 PG W0� 76 ANTHONY STEPHEN MORENO ANO WIFE PATRICIA ANN MORENO pB 791 PG 653 � � P� �,+nn nr TOE PROTEC -SEE DETAIL E�—E � I �I � I I' / �I � I �1 1 I � � PROJECT REFERENCE NO. SHEET NO. W -53/3 / 2 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION � M E�P ' �$ HERMA C.ABSHER AND W�E JOY F, ABSMER SPECIAL NT DITCH UB �57 PG �5 SEE DETAII I PB 9995 PG 7286 N3 CL B RIP RAP � � EST. 3 TONS BK D GEOTEXTILE �5 � z+ � � EST. 10 SY.'S / I � z� � T +iz.oa -�- �as.00,-�- I� _ Exisr.ww ao.00� t7 40�°° � �N Z REMOVE � � EPLACE O E _ i2io a ' P� � � /c 1209,t�� CF � EIP 1208 E � � S, � 4 i39 c _ s� ' p I „' �. - CS m �34 5���� A�� l / V 1 � m � I M 129 � I ' .. E�� N� C 1203 � . A E FAL E SUMP � �"�^�n N � i� "� izai / E E -= i22i zzBST I se�oerna ni � N� i � � 4 ,. 132 fE � - OLD B E PTTY FORD F�' SF __ -- p REMO .AU� � AUE WOODS a I I I .� / SPECIAL CUT DITCH E __ " ,�y .' WITH PSRM _ _ ' .� ,�� �` -� _ — � ^MiiF til� q` ` � ,.5;�"'i,z �;. ���'.►�;�. .r. •�- ' C - iNC Riw G �g, _ �� 8 - / E � I +22. -L- TOE PROTECTION / - 48.45 RT ` SEE DETAIL AG a � � o � �. � g ---- ----T 4 �zo E - � SPECIAL NT DITCr� / � � F � I W' 29.99' 1 � +48.50 ftT WITH PSRM \ � ��MOVE o- SPECIAL CUT DITCH - SEE DETAIL O �� 0 ' � 0 44.81 RT 1 � � \ / — pE�� ' b SEE DETAIL K ��-1- EXIST. WVJ � °-`P +7622 -L- Wp S 1 . C EXiSrMG Rii �— � STOftPGE 40.00' ' 48.00 RT � -- / E r=��E sa.oa� � � � . 55.50 RT ►7�.] E�o./ E/ I aosoo� x�X Sa ew X � +� � � -54.00' � p 55.00 RT 1 1 ' ' / � � / � /�� ` � / SPECIAL CUT DITCH � g � � � � - .- � SEE DETAIL I SPECIAL CUT IT6H � � W�0p5 /� T�E T� PUE \� � \ SEE DETAIL�Q I � � I � EX. DITCH / � i � +93.39-L- � �i�l /�/,40.00'L ���{?� � �� / 18.64 -L- / ' 40 �� ' 6'X6' RIPRAP PAD �\ W io.00 � � � � � z roNS a a � �� ` APDp USBAND � � / � � BANK STA81L ZATION 7 S.Y. GEOTEI(TILE w o � \ VAN S7EVEN PLE55 1'i � � SEE DETAI AM , X�X� � QB 6T� P� 510 t,3 \ � I I —X ' OB 823 G 9�2 / 2•}2'��' �"/ CONC � � �j PB 9995 PG 3286 / N 8z�g.9q. ,(� cro,vc 'i � JAMAI�qSWffE�RE L \ / / W �S F p I MELISSroA MOORE \ � DB 955 PG 709 \ JAMAN SWIFOOR �� 73 \ N g239,5 E UEUSSA MOORE � DB 955 PC 709 73 / / N 82 j2,6Q' E /�;o. / N a ep 62' E f�P — — E`� — FOR -L- PROPILE, SEE SHEET NO. 39 5 05'04'i5'� — FOR -L- DITCH DETAILS, SEE SHEET NO. 2-Di 8 2-D2 ---6�0.50' DRIVEWAY RADIIARE 10' UNLESS OTHERWISE NOTED 2 2 Z J � O �� w � U, U, W W O O W W titi QQ i? � � � � 2 2 � � � � � � W W �� N�� g � 2� � � J _�� OO � � a � � N �oo � � N Q � � / � G � � N a � � � �3 -�. ° oi u��. oi' n� � �i � o� �� - o' ��. � PROIECT REFERENCE NO. SHEET NO. y � W -53/3 /4 � �Y4� v / /�*D / ILW SHEET NO. -L k �� � - ROADWAY DESIGN HYDRAULICS Pl Sto /46+73A/ Pl 5 0/55+34J3 P� Slo 13+02.46 Pl S�o 11+52b2 s �, i m ENC�NEeR ENGINEER �= 46'0/ 45.4 (LT) p lT 52' 52.0'!RT) 0= 3454' 37.4 fLTJ �= 5845' 34.3' (RTl tie co ��0 /��a o/ � a D= E 52' 4/T D� 5' l2' 3G3' D= 22 55' 05.9' D= 3% l2' l82 tiy' /��� � L= 66920' L b, f34329' L=/52.33' L= 15793' �' " a oa �/ 1 T= 78b1' T= 86J0' R AIN a`' �,� �� �,�� IDRELIMINARY PLANS T= 35384' Tp� 173/�A/�/5y'y �%� ". �ti i R= 833A0' R ��y{/�(/y �� =�� ^"' SE =/5� +d d/ ��p �C'�/ S �� p0 NOT USE FOR CONSTRUCTION SE = 06 SE = 06 a� m,, � RO = l44' RO = l53' RO = 49' RO = 65' � .�? / a� � s os, -\ � 90 �O. �„J� -Y3- �, /�' � � � 6 F �b Pl Sto 10+9/.6/ �. s ��. �� i� "� � O � _ /8"05' 48l (LTJ -Y3- POT S�o / + g���,:�° �, • 9s.� i- �P D = l5 26' 37A' �m� � � RETAIN L= ll7JS' RET`IN � � DAViD M. DENMS T= 59A8' BEGIN CONSTRUCTION .__ �e�.`'�, / � DB B�8 PG 239 R = 37/.00' -Y3- POT Sto.10+50.Ob � / ; ' � � � q+�F -�ti/ / � Eia � �y. RQ = ,3`L� STANDARD 'V' DITCH s SE 02 'o � . � � � � / � c� s920sB. SEE DETAIL W // R�IN /�. �% 36' fSTpNf I I �oT� y.�yi -� � N � �� � -L- PT StO. /49+88.37 � A � /� a� ��� � � � oti �o �' � V A 0 5 i9 y�� �-� � � -L- POT S10./52+45.Oi) _ °'oc"' . ♦ ♦ o it�/ ) `� s� ° c" ib -- -Y3- POT Sio.12+24A8 +'' 82 �� � i� i � �, �sT 3- ESiER RAY TROU7MAN � � � ° � �� /� F, \ ^ znzni srean� c r oircN AND W�FE �� � �� C� � ��, SEE DETAIL K EL ABETH L. TROUTMAN �j �� � � -rj- j � f DB �52 PG 17 . \ sB �,° SPECIAL CUT DITCH \\ � �. �gy I v p�J� ��p�,p�� +i2.00 -�- e�P p � � cO � s. ,� . CL B RIP RAP 127.00' SEE DETAIL K� \ � �2oti / O.'r.. � EST. TONS S 'Tf �eo E%TILE y 55.00'- - p� /o J o',�Y11 IAM�7R� PC � 25EA `� �Eyf� fp,, EST 0 SY.'S +30.00 -L- H� 9+ �y '�3 � t g y JTifPD B SE ITC 09.00 6 cye 3.00'- - �` {Q . / � S E E b� T A I L �`�5 P;,�jO?� `'o. t� �'�„m' j�. I 83 -Y - PT /0. l/f49.7/ +25.50 -L- d�`" J�IM 9PAN� 5 ; �. � � n �e / 9 ° +5 .30 - 3- � �5'���� 55529� o°j AND WIFE � °� � 9 EXIST. RNJ o^� � ,ry��� PANTAS O � � qti oz. o-�- �AUCHN HOKE W�HELM � e. i J F, F + o ds o - � A N D W I F E � ^ �y � \�. � P �rr DICO MURPHY NILHELAI REMOV 58.50' 'Ki / 94.4fi' 71.46 -L- p� 97 P� �80 «86.3� - - p . 58.00' � 106z L 30.0 / �� 84 � ECIAL CUT DITCH N p� O � +70.86 -L- �� SEE DETAIL K � O � F. + __ F�� sa.00� ExisT. anv ti�,y 4 �� O � � Q pa. O�4 49.00' /48.50' / '� + . - - / �°h� . � } � .y � +� 82.00 -L- + - - .� � D�' � EXIST. RNJ � / +02.50 -L- +1 - - (� � � � � EXIST. W�^� � EX��. +52.50 - 41.00' O / V 54.5 ' \ DE TO I / 43 46' ST' 3o.oa' � ln Q � �.. � O� 9 , A A� / � \o, p ' � � � REMOV aaa � , AU � �� � AUE Q v~i l e ��. �/ UF � \ RE o i., s� iaoe - � c �� a ~ iaoi � `' c � � - -c � v� J �402 iaoa iaos i ssie �s � E � g .a --���� , J �n � a �' 3' 23' 572' 4�- • E � g o� EATTY FORD r esr a �✓ eia iao7 esr � �- _c To `�-a°' ' � w 1403 REMO E S�- � 9 Ss W '� � E X. ITCH o , / W N -- E S +61.07-L 4.1 L- .� �:� o iSFO N 2. �1 � EXIST. ¢io / � j � W � '�� -� � � + 1. -L 30.00' y i __ z n� : W EIT GN TO BE MOVED TO �' 'Z' \ 3ANDONED RIGHT OF SPECIAL � ��Dd�, ^ AY ON PARCEL 80 CEME�/DETAI-� AB �('� '/ .r ' �� S2 / �75.00 -T4- C EXI T. R/W �oa � � �9 �F ' '�i� '' /n�C RETAI � p i r� ��. 80 tSt / PQ . � � ����� � �/// �m � �� �°� ///� / s J \ ti � ��r, � �°�� ,• s °' � � ,N'�� QY �"�/ D� ' cp RETAIN 'a�y� � ��i a��/ 2� �s Tso //� .o/ ( ��6°'ayb�/ � `�� e��y RETAIN Z� � O \ G,➢� //��\ �� S / �%° � �� � \ / � a� ���\ �' \� , 9 S i _ . � -� 49-27' / ` � /+ � so.00 -ra- 30.00' F .0 -Y4- E T. I � �. � _ � �„ � � 3_Q,00' -Y4 C �F �� 30.00� � rytiry [ / �� . ,� C h N�� �g2,y�� � � °' m� SPECIAL CUT DITC _ y : S7. '� SEE DETAIL K o � CL B RIP RAP \� 0 o EST. 3 TONS °j �., +74.00 -1 Q �' GEOTEXTILE _ Y EST.10 SY.'S $�j �� "' 40.00' se.00� TiNA NO�NE�TT +ao.00 -i- Q-J � -, - SPECIAL CU DITCH DB W7 9 40.00' 4 � � SEE DETAI K . 72.00' �' � 5% � f / % - +73.00 -Y4- 4- VE 41.04, 1 61.00' . 72.00' S8.�0'. N 52'00'38'E i0 -Y4- 60.50' �00.00' TIE TO ��� E%. DITCH 56.55' s.00 -ra � 9.00' STANDARD �OHN W.RUSSELL 9.00 -rn- BASE DITCH ppp wIFE 8.00' SEE DETAIL A MARTHA A, RUSSELI i7.50 -Y4- CL B RIP RAP pg pbg p( g87 �e.00� esr. a roNS OB 892 PG 83 + 2. -Y GEOTEXTILE 1 40.00' EST 10 SY.'S $b SPECIAL LATERAL V' DITCH SEE DETAIL AB 'z3a.00Y'- -L- POT Sto.152+45. - -Y4- POT Sto. l0+ AO -Y4- PC S�o.10+6591 W -Y4- PRC Sto.12+23B5 qry0 q y. y/h 80 � PHANIEL BAPTiST CHURCH �PB99�95 PC35u6 FOR -L- PROFILE, SEE SHEETS NO. 39 8 40 FOR -Y3- 8-YG- PROFILE, SEE SHEET NO. 51 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- FOR -Y3- 8-Y4- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED DO NOT DISTURB SINGLE FAMILY DWELLING PARCEL NUMBER 85 OWNER TINA HODNETT TRAFFIC DIAGRAM 20/0 ADT �PH�'�EL CHURCH RDJ 2035 AOT -Y3- F 700 DhN = l0% DlR = 65% 300 I IQp TT57 = 3% 300� � DUAL = 5� -L- 4� �� 5800 q 5200 tOLD BEATTY 4 � �� FORD RDJ 800 j� DhN = l0% 7pp D�R = 55% isoo rrsr = ii _yq_ DUAL = 5% � Z O � � � �� y a a s � � 3' � P o Q, -L- Pl Sto /55+34�3 Pl Sto /64+73.64 p= lT 52' 52A' fRT1 Q= T 43' 47.4 fRTJ D= 5' l2' 343' D= � 25' 56.6' L = 34329' L = 539.64' T = O3A5' T = 27023' R = IJOOAO' R = 4,OOO.W' SE = 06 SE = 05 RO = �53' RO = �50' 970 5g. �9,3�ESTONE � \ \ � ' \N �8z6'0 . 5/5 �� 6 f � \ 84 \VAUGNN NOKE IMILHELM AND W�E DICO Bu977HPC �BO �M � � � - � �Q Q ��— \♦ � � � � \ �ao.00� �_ �. It �' � � � . 0� � � � . a, � o � � N +04.36 -L- � � I � 1 �. � m 30.00' � � I I � I S F D � I _ , j SPECIAL CUT DITCH �'- �w', I1 SEE DETAIL K O � � I � � � 1 + � SPECIAL C�1TI �ITC 1 \ -- g � N `�. SEEc6FTAli p I . 4Y N� � � I REMOVE �A N O E E E� i5oi 6 ��� . E � �EI ° tso C 3 I 1504 i _ _ _ � J REMOVE .. � 36' w00 � ? c ° � � u g O � /V � 49,3� E OLD BEATTY FORD RD. SR /22/ 22' BST � f" _ — — � E �E � uu �.,�� � .., � �....v v —�o �+y �' f E X1 vnR crr✓� E �soa o � F D B K G c�+ ONC \ � I � �p2 W pRR IS F D BlN 5 I �\ \ E5T.3 IP � � � � 1 � EST�,OxTLNS i5 Q� W � / . . I I � SPECIAL SH ULDER GRADING I S F p I� I SEE CR�SS SECTIONS SPECIAL CUT DITCH I L- STA 158 �i� 00 TO 159 �I� 00 R SEE DETAIL K �i��50.00 -L- TIE TO E%ISTING 35.00', DITCH 43.00' SPECIAL CUT DITCH I CL B RIP RAP I SEE DETAIL K EST.2 TONS +35.00 -L- GEOTEXTILE I 40.00', EST. 7 SY.'S +03.40 -L- � � �i�00.00 -L- : I I � as.00 � I � I 2 5 F D I S�ESEE` ETAIDKCH )0 _�_ . I )0' �� +50.0___.__.0-L- i �REMOV 45.00' / SPECIAL CUT DIl SEE DETAIL K V' DITC AB E _ E .�� � (a � � �y4R Gk'� / ^ Q / S I 13E°%ISiNL�pRW J � IS FD � REM�VE � I 43.00' � - F+79.00 q 40.00' 43.00' _ 63.00' +03.40 -L- I 63.00' N 6i°02'IO' E_ 35.00' 48' WI� 90.67' 86 OAK SEEN�DTAD �ASE DITCH JONN W.RUSSELL $� I AND WIFE UARTHA A,RUSSELL ROBERT DEAN AS�Y I DB W5 PG 987 DB 892 PC 63T — AND W�FE LAURA J, ASHBY I DB W7 PC �T2 I-L- PT S�o.157+p4,36 PB ��95G 356i I EIP� N 62°09'43' E 202.SB• � N 68'44•46' E �5.00' E�P REMOVE KEITH RpBERT SHUPINC AND NIiFE TAMMY 5. SNUPING OB 627 PC 327 � � � �aes��+�� CIAL CUT DITCH SEE DETAIL K �^ ryo �� � ro� O 2 90 NENDr AI, STEEN REBECCA M.BROADWAY DB �57 PC 723 S SPECIAL NT DITCH � SEE DETAIL K M m +43.05 -l- 40.00' —E � � C — PROJECT REFERENCE NO. SHEET NO. W -53/3 / 5 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION O 0 N N 01 � Q c N c0 N 5T.°� wc � w�E- W. �„ e v: � 291 4�y �1 � Lyl i+�o57 �'+ 221 �O Z �� n���. rvw � 15 Ft J F� 4 g I- �\ 91 � ao:o -� _ U / � � I 40.00' � SPECIAL L4TERAL 'V' DITCH � � / � EF.�ETAIL AA Q �� �5 BK D� � � o.W � � � � � <I'�-,J�� � � B � � � OB 8&PG B95 �� �� '� I E' 6463�g � � I ELEV55q�7 89 / \ MTL GdTE ��75•86' / / � \ ✓� c� �� ! I .� _' '. _" _' _ N 62'I9'OI' E AXLE 262.94' 1\ — I I I I � A%LE I I I I I FOR -L- PROFILE, SEE SHEET NO. 40 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRNEWAY RP.DIIARE 10'UNLESS OTHERWISE NOTED N Z O N � Q, �e N Aa9 9� � EiP 1 g W 3�\ 5, 1 N 2� 94 EI 90 a 1� WENDY M.StEEN F REBECCA M. BROADYIAY N 68°43'43' E N 6B'93'43' E N 68'43'43' E 1 � OB �57 PG 723 �I SO.iS' SO.IS' IE�P 2i4.78' 1 yso. / -`'rN. 1 0� �4 4e•35'0�' � � � 94 o / 4os3� I I � � N 2 92 CHUC AND B�ROEDYIAr r��. I O I I REBECCA M.BROADWAY � pB 70i PG 966 1 GENE BANDFWffE SiEEN I I OB B70 PG 9B7 WENDr M. STEEN I I I 95 08687iPC 9�Br I I 1 DUAI� NOW4RD WOODiE 1 DB 6�8 PC 5� I I 1 I I o 1 I I M � -L - P/ S/o 180+07.35 p = 429'54.4'fRT1 D = l' �6' 23T L = 353.3/' r = nea� R = 4,500A0' SE = 04 Ro = uz -L- PC Sfo. i78+30bi 0 N �� ti �� O 2� � —6"��' E � 203.30— EIP i.� � \ I� I I � STANDARD 'V' DITCH v J WITH RIP RAP ti m 1 SEE DETAIL AN m F I I TOE PROTECTION DITCH TURNS OUT SEE DETAIL AG / 1 SPECIAL SHOUL[ �'`�,�'`�, I : � � SEE CROSS SEC" SPECIAL CUT DITCH 4 �� � � . � I 1 STA 177+00 LT SEE DETAIL K � I � � �39'2� -�- � � 40.00' � EXIST. WW � I �' 30.00' W0005 � RFMnV� \ I �' � I I' : W00�5'9� �. � �REMOVE 1 E � ����� I � I � I ✓..�RE�OV.n .,�. .-. E � AUE � ' If� - - �� �b' �� � JI.L � E%ISTING P/W N a+ I 1601 E . C o '. (P . V SERVIC I '� C -- �- -- � C � q< I— � '' r c � ' F ' w � o ieo E I I E E. E., E, E PUE � c __ _. F._ � � \� I �� w000s � � w E E. = N 4 .� _� � W000s 1 W000 �l � _ � +30.61 -L- � U � I � �. \ � —I _ --, � ' I � I 55.00' BEGIN SBG {� � REMOVE _�_ � � 1 STA.179+74 RT Q I � "' � W� IAL LATERAL 'V' DITC : - I Q SP CIAL � L,�qa CH � . I ' ' I '3a. I � �i`����� RCBC 1�i 9'XS' � !� RAYYO� J, ASFIBY F,' D E T A I L A A I j� TH PSR � -L- STA. 179+65.00 AND W�E I IS F D I I E DET L C � � LUC4LE ASNBr 91 � I I aeso� 1 30.0a' � / +30.61 -L- �`� ZyIPG 22� I C N OP Y u I EXIST. WVJ 1 30.00' ` � ` ` I DITCH TURNS OUT � � I +42.64 -L- 1 30.00' EIP N 8i°4q•37•` I 48.50' I 1 WITHIARI RA�L 'V' DITCH �OI.Ip. E . } SEE DETAIL AD \ I 1 \ I , 93 I 1 \es. COB�996 PG 899� I ` z9S8, PB 9995 PC 49p� I J9�2(�' 1 I 1 \ I EIP uu 58.86 -L- 66.09' +54.17 -L- 113.96' BANK STABILIZ4 ION EXCAVATION 4 CY GEOTEXTILE 50 Y CL4SS I RIP RP.P 30 TONS SEE DETAIL AM I / 96 U � EIP 4\pp'�5� OALE RpBW WOODIE c� 6�'t D8 17B PG �7A N q /Z5 . zp9 3g3'•\ EIP � m D TOE PROTECTION CLASS B RIP RAP 17 TONS GEOTEXTILE FABRIC 40 SY SEE DETAIL AH 39.50' PDE — PROJECT REFERENCE NO. SHEET NO. W -53/3 / 6 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION 98 DENNiS A. DANELS AND NiFE AMr DANIELS DB i068 PG 772 p8 q26 PG 523 +83.91 -L- 30.00' r SPECIAL LATERAL 'V' DITCH C I WITH PSRM C SEE DETAIL AC �C E � END SBG I 1 �� 67 STA.180+30 '" 1 � �O�E' I I TD TDE � +20.00 -L I � 1 40.00' � � �\ CL EST.B TON AP 0 � � GEOTEXTILE � � EST.S TONS +20.00 -L- 30.00' 45.00' CLP,55 B RIP RAP EST. 1 TON GEOTEXTILE EST.S TONS 97 CERALD EDWAROS J4"�r w.EVwaeos DB 844 p� 397 la F- � J J SPECIAL CUT DITCH--Q.1 �a SEE DETAIL L � FOR -L- PROFILE, SEE SHEETS NO. 40 & 41 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY RP.DII ARE 10' UNLE55 OTHERWISE NOTED z O N i � � � y a s �� � 3 P o .. Li o� 0 3� ��i 'N � DENMS A. DANiELS — — — AND NIFE �r��X- AMr DANiELS 9$ — � � � q5e Pc r�2 +oo.00 -�- DB i026 PG 523 � 50.00' M I ' �� �, .i.nnnn -i- r����—I ,..r�...,.. . 0 0 O 0 + M � d � �' J lD F- a� � i � � I � ' I 97 ' N� 0 s;M ;Q �W� W p;a � ��m ��� � . . . - I �-►- �Y i� C.y 10� DAViD G. LONC O 4ND W�E NADME L.LONG 99 oe ro�� ac eiz WANDA ANN CRIFFIN AOKIN$ CY OB 736�PG 544 �N / Ow / W� C � ,� a ' W W N �am ;0^Wm O N w m ��� m � GERTRUDE B.SAPP AND NUSBANp TIAIOiHY N. SAPP pB 9B6 PG �29 L DO NOT ALLOW SEDIMENT TO DEPOSIT IN POND ow 102 CECIL J. PHILL�PS 4Np YIIFE EVA MAE PMILLIPS OB 5�! PC 654 ^ O O N � � � � Q 2� 103 MiCHAEL B. A�EM OB 873 PC 634 � PROJECT REFERENCE NO. SHEET NO. W -53/3 / 7 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION 4 �O A� j i' r + � m a H N J w ° m� m 105 RONALD S.WALKER AND W�FE D4WN SHiNN WALKER DB 649 PG 720 FOR -L- PROFILE, SEE SHEET NO. 41 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED Z 0 � � Q, � � � a s �� � / 7D5 104 PENNY ROWLAND DB i05 FG 158 PB 9995 PG 4T53 E m SPECIAL CUT BASE DITCH SEE DETAIL C E ^ o° N � h � a 2 Pl Sla 205+46A5 Pl S�a 2/2+3U9 p = 325'28TlLTl p = 222Y2/.6'fLTJ D= 0'49' 06.6' D= 424' 265' L = 4/8.40' L = 50724' T = 20926' T - 256,$9' R = 7,OOOAO' R 1,300A0' � SE = 02 SE = Ob RO = l44' / / / / / / 8 so.Po, / ¥/ /� � / / / / �/ / / /� // // / /� / // '`'� // f // n2� /� 48' OOD EXIST.R/W / d � J�—X- - — — � _ — . � REMOVE APPROXIMATELY 16 „� SPECIAL CUT DITCH „_� SEE DETAIL K 106 DEN�kS A. DANiElS Alm YIffE AMY A. DANIElS OB W26 PG 523 os T6z re s+e pg 762 PG 5�9 PB 9995 PC 4T53 � � � �� E E N 7I'26'43' E 464.55' EiC P-- t +74 W °p"'p 110 2 DANIEL D. DUGAMJE. JR. DB 7�� PG � SPECIAL CUT DITCH � SEE DETAIL K RIP RAP AT EMBANKMENT SEE DETAIL AL � ...... �"-"-. � / / / � � waoos EzisT. ww S �n, SPECIAL CUT DRCH � � t�^f / � CJ � SEE DETAIL K : � / fl SPECIAL CUT GRASS SWALE � ��f SEE DETAIL AE -' � � CL455 B RIP RAP=2 TON EiP / / �. GEOTEXTILE=7 SY . � � — � / / .. .. . .. ., . � '� p • / ��SPECIAL CUT DITCH 0.00 �8g,p o� SEE DETAIL K 780 E oh�/�� E —E � . c�� E �. � E � � i FORD RD. SRil22� 22'B5T �-- -- w . . . � r < -. � � — —ic _ — — 1— — — — --' S� � _ � — _ _ � E E - � N Es �. C E arE iaoi n+T� E E 1803 ����(����4) ET���a�— —— —�————— cav Ei '— — z�_..,�—E � 2.3� CATE W/ ;' � �/ i i i _ _ _ _ — — — — ' +55.18 -L- ' 4BXWW �yJ WOODS N� BK C SOLaR : / /: /�'/`� �� / Q�� � � WOOD 4ND � \ Z O g5__ � SOILi � � / ^� � MTl 5 40.00' X- 0�_� J +]0.50 L- IS� / / . / � ��. � — � ��' / \ � �2'/w `� — — — � \ � / / IS 8 BANK STABILIZA ON J = 31.57' 00�5 � � � � �� ) K � SEE DETAIL AM U +�a.7s -�- . �,_ / - +02.00 �- / � / / M Ow / geW _ — � \ — � a ao.00 � _ /q ——_ _ �——— � +90.00 -L- +99.50 -L- � � / +06.00 -L- � / / � ' ' 11l .. k e �� Mil ,/ � � _ — — — /� � l 44. / pNpP � � � \ 3 SPECIAL CUT DITCH � k � \k � \ � � SEE DETAIL K o�? d m �, � � �/:" G �\ EIP 105 RONAID S.WALKER AND WIFE DAWN SM�rkl WALKER DB 6�9 PG 720 O�ti BM i p'�ro S / o N = 647331 Q � � E = 1557233 ° ELEV = 751.48' ° ^' ERiC L. MOORE - PT 1 7+ � DB w2 PG 60 lO7 RODNEY LEE �AOORE QB 797 PC �70 PB 9995 PG 7099 EIP AND YIIFE — TONYA N,MOORE OB o3T PC 303 � — PB 9995 P jOB9 _ — — — +ab.�a -� �Q� EIP ao.oa� w o N / n m N �y6o.8� E � 109 � � .10E WAYI� MOORE � o AND NIfE N N• VIRGiE C. MOORE DB 625 PC 42 DB 599 PG 569 / 30.00' 5 PROJECT REFERENCE NO. SHEET NO. W -53/3 / 8 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION /o N 112 � .`� ' '� � ��� v, ci;,� M q ryq O P Y AN 2 � sem 3� �p SPECIAL / ; j? CUT DITCH SEE DETAIL K SPECIAL CUT GRA55 SwALE SEE DETAIL AE IAL CUT DETAIL K BURIED 20% ��� JOHN G.COLUNS pg �Ti PG 705 p8 T�5 PG 3�7 FOR -L- PROFILE, SEE SHEETS NO. 41 8 42 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED �� • • • �� • � � � . � * � ��r� ;������ . �� �� �; � ,_\� I�� � I • • , �� / / �/ � �/ �/ �/ �/ � / / // � O � � � � y a s �� � 3' � `?' o, Q, � fip / � • � • \►� �• . �`� ��i� � - �� �� � ���� A� �_ '�='Z�_ WILLiAIA C. PREVETTE ��Z AND NifE HARRiET �. PREVETTE DB 629 PG 820 SPECIAL CUT DITCH SEE DETAIL K WOODS i�r E � N fip N 66y0 q3. �09.75� f fia � N`" w` •`" o o° ° wti• F -L- Pl Sio 2/2+3iJ9 Pl Sto 22/+15.31 0= 2r 2r 2i.e rcr, p= 23' s7� 52.g rRr, D= 424' 265' D= 4' 46' 28T L = 50724' L = 50/92' T = 256.89' T = 254.68' SE _�� � SE _�� � RO = �4�1' RO = l44' 114 BILLY J. SLOOP a AND W�FE .; �; ooRa w. s�ooP w�, �y pg 515 PG iT .,'�' � I/ " ., —.. ... / / / / 1 1 w000s � � REMOVE � � REMOVE FORD R0. SR 1 2 21 2 2' B 5 T �/ / f� ��S IA� �RFMp ���E c E� E-�(--E- / � f � 4s� 2 j F p � 96 E O ppy/ 1902 y � 9) // � i EIP///ppp /�� � +f`2 Q� Q � �7 STANDARD BASE DITCH I x � �� +8 -- J' ' �R4 � SPECIAL4 U7 DITCH SEE DETAII A / � m ao.00 / � SEE DETAIL K � I I � I � � � f:� � -- I� +40.00' L �.{ J �, �FLAC v Q 30.00' % Ct'Y / POLE 45.00' . / / MSOQy , �pNC �pN fl CLA55 B RIP RAP ,3, / EST.3 TONS / Pyy � HTR GEOTEXTILE J EST.11 SY.'S �� ���o � c� '1, 0. / / e�P 113 -L- 111 JONN G. COLLINS \ w�'��AMA� �W FEG���RT DB u77 PG T05 GLENDA FAYE GILBERT DB 7A5 PG 74T \ OB 566 PG 36� / N 3 qYqo? E / \ N 3j �',�r f fip 6 / / 01 �O �-`' � ��� P� � � 115 N IAICHAEL 0'BRIANT PARROTT AND WiFE MAVEN PARROTT p9 T69 PG 73 40.00 LT 50.00 LT K /+60.63 -L- � 30.00' / / � / ��� SPECIAL CUT BASE DITCH 1904 �905 E--E SEE DETAIL C E ! �,p�E E ---� FD- � _ -� �" �"' �"u'. `- SPECIAL GUT � � " ' � �. SEE DETAIL K PROJECT REFERENCE NO. SHEET NO. W —53/3 / 9 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION E%IST. ILW 30.00' / CLA55 B RIP RAP DO NOT DISTURB FO E5T.3 TONS CONCENTRATOR SITE GEOTE%TILE ��trQ EST.70 5Y.'S �Q.� SPECIAL NT DITCH �(�'"rp +00.00 -L- SEE DETAIL K `PVry+y- 50.00' �Op� 1�,����° l��� P� s.o�, E FxsSi�y�"ma o � 1 H J� b ��� �- � _/i az.00. �- .,� WOOOS / / / -L - / 0.63 / 116 JOHN P. COLLINS. JR. AND W�E FAYE S.COLUNS / OB 5T6 PG �82 ��7 / MYRA K.BOSi D8 W68 PC 8� PB g995 PC 535� � ti� Oh p0 �^'��. 5 / �� � ��i$� l� � . � , �. \ . . . ;. ""��=��,���, ��► �rl� �'���� (i,l� � . ��V�`�� \ . � ' ' `="- ♦ . . FOR -L- PROFILE, SEE SHEET NO. 42 FOR -l- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNlE55 OTHERWISE NOTE JOHN TNOUA$ DONALDSON oe ei6 Pc cs+ � h .o".? o M' r N 124 RA�PH E. ARCNIE OB b5B PC 583 REMOVE SPECIAL NT DITCH � SEE DETAIL I 0 0 �ti �v y� } Sl�N `V Q + 42.00'_�_ ti � S �9 N 3'BF + Q SB o. vi � — _E °:e. • �—E J � �_ — ..r,.�_ �- � in '�`L'c E - -E � i AUE Z � I �I � —AUE �n J � �sA E_ p = � � �AUE— � � 4Y I I � � � � AUE � AUE O r�, I I 3• coNC 123 �+�' I �� � JOF�! J. REILLY � IpB �T) PG I�8 } �I Z 5 BK D / -1 // � b / / / 3 ;p ^0 : m• 5 0� / � � � N y s a � � 3' � n o Q, � I Q � � � � � . �SBK� �' � � � �} � �} £� � � / � � � / / i�i _ � �`�/ � ��`-t� .�_-�___... s— - � � �� �t�J� �`�s,i L,��� . � �I SPECIAL CUT DITCH SEE DETAIL I 125 JAME$ F, NAITHCOCK aNO wive SMARON D.NAITHCOCK �39 Pc sa �74 :'C �86 REMOVE E / —L— Pl 5/0 24/+14A2 �_ l5' 53' l5T fRT1 o = r 5�• sia +ss.ao -�- L = 8/1,08' aso.00 T = 408J6' +bs.00 -�- R = 2,925.0�0' sss.00� SE = 05 RO = l33' p /��� '�O N F /�o� �oy CLA55 B RIP RAP �(O� ��1/ EST.3 TONS / GEOTE%TILE EST.10 SY.'S /t�� �pl /�0� �O1 / STANDARD BASE DITCH Oy SEE DETAIL A -�' -- -- � �- — ' — —�— �' +33.00 -L� � 40.00' z�3 � +33.00 -L- 45.0�� �� +05.00 -L- � 40.00' �\ +16.95 -L- 30.00' \ � � -r16.95 -L \ 40.00' � � � � `E\ � E� ��`�; � � �� ��/ � � `� E�� � � . � � / � � - �S Bx Q o^ N � � �� 1 2� 126 ceoece w. aoru. m AND W�FE PATRICIA 5. BOYD OB 6i5 PG �98 PROJECT REFERENCE NO. SHEET NO. W —53/3 2/ ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION � � 40.00' REMOVE REMOVE � `�C,3 � REMOVE a � � �SFO P / � \ 106 R � � . � �� to� a� c 4p RD . E � O kR�22r 2z, T� \ p B 6 � � WOODS � O O � k 5 sew \� � 8 � + � X�EIEX � o /` ,�` ` E .. N � E ��� ` � � �\��� � `� � � � � N EX�Si�ryC RiW I 7/q 2109 � � ��/ � .�0' S�?s�rµc"�a �o C N / � �w � 2110 / /" z E � +34.27 -L- / / 6 �U 30.00' / / '�j. '�. � 2 / � / � � � l � : 41 �41.78 -L- ROADWAY D�TCH TURNS OUT � � � �/- � 30.00' � / _ 15 F D � � / ti q Q O, ! � p h C \ oy �y. J � . \ �' � REMOVE \ � � 125 � � JAAIES F, HAITRCOCK � $NARONNO. NA17FICOCK \ \ D�B ii� PG �86 \ Sfo. 245+1695 � � 127 \ e�P REBECCA LOInSE S�FFORO OB 1TB PG 225 4 y rv� hh S o" e g3, y ti �3'B6 S��f \ E� S 5e ���y � FOR -L- PROFILE, SEE SHEET NO. 43 20- B f FOR -L- DITCH DETAILS, SEE SNEET NO. 2- DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED Eia � � 0 a N N � � � i 129 131 RONALD W.A�ISNER KAREN JONNSON AND INiFE AND t+U58AND KATRINA B. MEISNER JAtt JONNSON DB 7�8 PG �30 DB iW2 PG U N 78'49'22' E EIP 263.94' EIP � N 128 LARRY ALLEN BELL AND YI�FE JUL� DEAL BELL REMOVE Q � N W 27 o �° '.� tio z o 0 0 � � � � +30.00' L REMOVE REMOVE �S F � m ' \ � � � � _ I -� � � � � WQ� m � / � � � I I \ � �{'� � Q Q � � �� � � � � �' � � ' �I� . c f�'I E . _ '� E%�R�-E Waoos OLD — �Wc� 5 �QZ3� E t 5� E �m� /5 � 29.9� I I � EIP 1 1 /I / 3 E�P Z' I 1 I � � ry I� I '� � �� , :' �� i�i , ..`��,�. � . � � � �� �+'l�. I3E �/: . SS-. � � REMOVE 3p.0( '� `� ^"1 �_\ I S F D REMOVE � N � o �°, DARRELL L. MARTIN 128A ANO w�E DEBORAN D. MARTiN oe a2e Pc ea9 N 79'12'48' E � E1P IB0.58' � h m O ry ROBERT A.SEVERT 13O p8 24i PG T02 / WOODS 3 f� � h y y0' b -L - Pl 5/0 260+7532 p = /E07' 02l fRTI D = Z l7' 30.6' L = 70325' T = 353.96' R = 2.500.00' SE = 05 RO = l33' I � STANDARD BASE DITCH SEE DETAII A EIP N 81°46'3i' E EIP N BI°36'02' E EIP 9���z' 2i.35' CLA55 8 RIP RAP E5T.3 TONS 133 � 34 ceorexn�e EST. 10 5Y.'S STEVEN C. NONARD RONNiE L. �NSON AND NiFE AND WiFE -�a.aoo -�- LiS4 T. NOIYARD REGiNA F. HiN50N pB 729 PG i58 DB 7% PG 155 so.00' REMOVE 1 REMOVE - -�- �` 96.00' _ '�.' OpN' '. _ _ 50.00' � - 34.40' - - REMOVE +46.50 -L- _ _ �+ - 30.00' m 40.00' vF � � I I � j m � � IS F D � �z2� IS MTL B S I �� E � 3 BK I � ti �� � � �—E ./ /� _ � I — �„ i . .- � n_ i �� 20 zz, 6t,,. � E PDE � E ✓,;;�wr'� � .`".'t'"�, `�" � 0 0 N H � H �'J w � Z PROIECT REFERENCE NO. SHEET NO. W —53/3 22 RM' SHEET NO. S g6.37,/9 ROADWAY DESIGN HYDRAULICS 80,35. ENGINEER ENGINEER PRELIMINARY PLANS DO NM USE FOR CONSTRUCTION I 137 135 ANTHONr J. GRANET, III eNO wive FRANIC $. $TILLER MICHELLE L. GRAI�T BR�NDA K $TILLER DB �80 PG �9 �0�3 �'G �I � REMOVE 30.00 LT _�_ w�v 1 REMOVE 00' - - � � +24.61 -L- 0 1�^� ' 30.� ��� ,, �, _ c zi �- i/.r' 1 � E E� WOp�S �� y wo - \� � �--� �a/ / -. w00D5 / � . A � iA D. BELI woaos � HrR // / 1237 PG B68 SPECIAL NT DITCH SPECIAL CUT DITCH �BK� � � SEE DETAIL K SEE DETAIL K :� N � �/ � 130A :^";° +zs.aa -�- ff � ` 1 � / a" s e so.oa ,� � � ` � � REMOVE � � � o� 3 REMOVE REMOVE 136 ` - MiCNAEL W. MOREE nH� wive � CAROLrN G.MOREE �� DB 897 PC 6TT P _ N -PT i +4/ 1- 4 ] -L- +20.09 -L- E%IST. RhV 134 ; ExisT. ww ao.00 P o ao.00 ��6 fRANKLIN DALE AL�RIDGE _ °B �' """ DO NOT DISTURB SIGN ON PARCEL 138 �3� O ry 138 RONALD D. TAVt,OR � � AND WiFE � � $HEIIA M. TAYLOR �� EiP DB 7p6 PG 580 OB 580 PG 656 S BBro�'99'E 197.32" _ Eia / bQ � Woo Q F eus � i� � i v°� o ^ m u;� �, ���� � �� z v°,o° - w 139 � O O ��� �N � M N FOR -L- PROFILE, SEE SHEETS NO. 43 & 44 FOR -l- DITCH DETAllS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED N Z 2 O J N J i � � W O R 0 � W � ti ¢ � 2U ¢ R � � W � 2 � � O � O W ti � Q� Q �� N� O � �W J _� 0 �� � � � 2 O � j WW O� � � +� a s �� � 3' � n o .. Ll O� 0 3� N�i J Nc 139 GREGORb CUADRA n�ro w�e F pg��pST PGp8R2 N I 140 ROpNEY $.M4HALEY 4Np wffE 04NA W.MANALEY DB 9S9 PC i09 / / EIP W P ry 2 �' 142 � � 4t�t�� �; N ;�W� w Q�� op ^O m�O � m N � Y O '� v�i � 2 n 0 0 N 143 N GARANO W�EBLE � RAMA S.GOBLE � DB n55 PG 602 Q Z z � I 145 EDiTH KETNER � NO OEED REFER�NCE N PROJECT REFERENCE NO. SHEET NO. W -53/3 23 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION 138 RONAL D.TAYLOR aNO w�e SNEN.A M. T4YLOR pB TO6 PG SBO DB 5B0 PC 656 � v � � MRDRED C.MOORE pg ppZ PG T89 EiP 5 06°3B'51' E E�P I 142.29' 144 $TOLZ FANLY L1411TED PARTNERSNIP p8 qpb PG 558 3 146 JONN LAMIRENCE GOODYIM eNO w�FE CAROL GOODMIN OB 598 PG WO FOR -L- PROFILE, SEE SHEET NO. 44 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRNEWAY RADII ARE 10' UNLESS OTHERWISE NOTED N Z � � o, � a s a a � 3' � `?' o. .. i o� 0 3� ��i 'N � o; ��. n� 3 N b 145 " � EDiTH KETNER � NO DEED REFER�NCE N BANK STABILIZATIO SEE DETAIL AM I I . EIP I I� - CLP.55 B RIP RAP =2 TON I GEOTEXTILE =7 S.Y. I �. SPECIAL CUT DITCH DITGH TURNS OUT SEE DETAIL K ' \ . SPECIAL NT DITCH � O . � SEE DETAIL K , o ' O WOODS � n ` \ a o � � \ . 4 + I 1 . w000s waoos ao - - 40.00 LT N �� � � � Q . � � � -- �. N .. E. E E E E J_ _ _ _ C — _ � � F F N 4 �. ~ 40 - - W � � F N E � E�E E �E �x ��34 Z Np I;' � � - ° i� i � � _ � _� � � <o 00 H i I 30.00' � � �. � Q � � �� � CLASS B RIP RAP =2 TON M O J GEOTEXTILE =7 S.Y. x I m REMOVE SPECIAL CUT �ITyH � Ill 3 WITH PSRM I DITCH TURNS OUT I SEE DETAIL N a X t9 {� � � I � � I�� I � I I � I 146 � JOHN LAWRENCE GOO�W�1 I AI� W�FE CAROL GOODWM I DB 598 PG 6i0 E�P -----------I PROJECT REFERENCE NO. SHEET NO. W -53/3 24 ILW SHEET NO. -L- ROADWAY DESIGN HYDRAULICS P/ Sto 292+5469 ENGINEER ENGINEER �= 5' 08' 14.8' fRT1 � 0 D = 2 /7' 30.6" N L = 224J6' T = 112J6' �' R= 2/.5�/0�OA0' v�i I�RELIMINARY PLANS SE � V�I DO NOT USE POR CONSTRUCTION '� � �, � � � Q ^ Z ti, q M»p .N 2 y�n 148 �° �� r DONALD F.RAINE$ 153 ORLIN CRUSE HOUSE OB W5 PC Ni �5� JANIE 4 MARTd! M4RK L.BROWN AND HUSBAND AND WiFE STEPHEN S.MARTW TINA M.�ROYjN OB 89B PG W� oe %� G r,+ DO NOT DISTURB TREES, ADJUST CONSTRUCTION LIMITS AS NEEDED TO ELIMINATE ANY • IMPACTS PER DIRECTION OF THE E�P � i EIP CONSTRUCTION ENGINEER _�_ � +67.29 -L- I \ 40.00' m � \ + 78.76 -L- - - J +65.33 -L- 45. SPECIAL CUT DITCH m � \ . �F86.57 -L- SEE DETAIL I CLA55 B RIP RAP EXIST. RNJ REMOVE +00.00 -L- EST.3 TONS 57.00' 40.00' REMOVE GEO. TE%TILE \ REM E 80.00' E5T 10 SY.'S 2 � I O +64.61 -L- 'm �\''n � � � +6258 -L- o� � - � _ _ I � w00D5 30.00' V ' \\ D TIE TO d0.00' } _{����_�� � � � I � �Sii� E%ISTING DITCH 40 ��/ q�.��� \ _ so.00'� wooDS 2• Q 1 � N �E b 30 00, -- SPECIAL CUT DITCH . � � E 40 �- E E 4s.00� •E c � SEE DETAII I � OPS I � F r _PD a . N _ __ � . c � � � � 40 - , R.- q� J -� � a 8 a � REMa E R XIMATELY � r REMOVE OLD B£ATTY FORD RD. SR /22/ 22'B5T REMOVE � 16' N _— � F _ — — -- _ C ,�� Rr,' � � -��' F- � W E. ^,.^^" E, o Z i o c 3 � I, R iw I E .. . ., -. , UE T WALL UE T LEPHO ANG +6 .98 - C� N a +oo.00 -�- �� ,� . o-�- aT Hi aoi 2"� 4�o, �� Z w000s - - � � Q FDP - -� � -- Qo:ao -- 40.00' 6.56' __ � 1 . ; I 9.11 II % U SPECIAL CUT DITCH ��� + 0.0 --L- ° F- SEE DETAIL I = . � 30�0 - a I f Q �- TCH TURNS OUT �SPECIAL CUT DITCH w�. Im '� r �.\ + WITH PSRM � a' - CLA55 �s\RIP RAP =2 T� N SEE DETAIL O +03.3 -L E%IST. RNJ GEOTEXTf�E =7 S.Y. t 39.54 -L- 40.00' 60.00' � 0.00 -L- \ � 30.00' - 50. o' \ = 58.56' .� g - SPEGIAL CUT DITCH ��J� w , �, SEE DETAIL K � - JONN LEE NEWELL AND N�FE _ _ � CNR�SiiNE K,NEWELL - OB 776 PC �32 �B u20 PC 3�8 � �, 149 N E�P_L- PC Sto.29% , 9 4 ---- E�P O CLAUDE AI. WEAVER ANp WIFE BETTY ,I, WEAVER DB �W2 PG 9�0 152 5 84'09'46' E EIP �47 2QZ•3�� SPECIAL CUT DITCH SEE DETAIL K OENNiS NEAL GOBIE aNO w�FE LENEA $FiERRILL GOBLE DB 563 PC 9�0 DB 655 PC tj0 , FOR -L- PROFILE, SEE SHEETS NO. 44 & 45 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED TRAFfIC DIAGRAM 20/0 ADT 2035• ADT DhN = l0% DlR = 65% TTST = l% IX/AL = 5% -L- Z� �' 4300 4200 fOLO BEATTY � �� FORD ROJ ppp �� OhN = lI% 0/R = 65% � TTST = l% 300 IX1AL = �6% CARTER LOOP R�. � Z O ti > � � �P +� a s �� � 3' � `?' o, .. i o� 0 3� N�i , N< ORLIN CRUSE HOUSE 153 JAME 6 MARiIN AND NUSBANO STEPHEN 5. AIARTIN OB 878 PC �6A SPECIAL CUT DITCH SEE DE7All I O � � 2 5 F D O � + N � N �i Q r N � � J V � N 1 H W W 2 � N W Z UE— J � _ , U a �. _v c I I I I I I I I � -L- PT S�o.293+6370 154 MICMAEL MAROLO 1YLLER pg T80 PG ��0 DB W9 PG !�8 pg qgg5 PC 956 -L - P/ S/o 292+5/.69 P/ Sto 298+95.46 � = 5'08'l4B'fRT1 p = l0'll'53.8'fLT1 D= 2 �7' 30.6' D= I' S9' S95' L = 224J6' L = 50995' T = ll2l6' T = 255.65' R = 2500.P0' R = 2,865A0' SE = 04 SE = 04 Ro = s6• Ro = �or 5 8229'OP E 322.74' I I I I I I I I I I 8 M E�P� Inevio R_ FiIART w,cHnE� srooeov�c KAREN S.ST�REYIALi PB �9995 �GS�' I r 0 0 N �N � � 0 Z ALFRED RAY W4HELM AI� WIFE MARGARET JOAN BROWN WIL OB 593 PC 602 °.�.c � PROJECT REFERENCE NO. SHEET NO. W -53/3 25 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION 6 � /� � �� � c�J � o�' c �� � / �v � � S / � / � % / .E.� o .. . � o � �, � , o , � �, � , �, � � �, �, � p ii i � �� ii i p � �p i i ��� „ � .r ° � ��� �� i �-+ �� i i� �r a �� a LARRY C.CNEESEMAN ANp WiFE JEAN E.CNEESEMAN OB 786 PC N3 DB 656 PC 578 DB %7 PG 600 FOR -L- PROFILE, SEE SHEET NO. 45 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED � J � N � � � l� a -� s �� � -L- Pl Sfo 308+4/22 0 = 4 57' 285' (RTI D = 0' S9' S9T L = 495.83' T = 248A7' R = 5,730.Oi10' ALFREO RAY IYILHELM AI� WIFE MARGARET JOAN BROWN WILNEIM DB 593 �'G 602 oor+.�� s. wn.�rt�� eNO wive MI�R584 i� �4�LM DB TO PG 0 Ni Y JOE KMGHT � � i05B PG �35 � r/ � ° �/ �� �i � � i �` �e EIP �N 88°92'26'W EI 63.�^ X X— I 11 � !� N ^ i� . Q � � _ O� � P m ��� �p� � � � a � .J� � . 0 - i \ �� �j ✓� � �' � heG P � �\ � ���'9 5�F� '(�� N f \ /ao' i � �{-�/ � \e � u� � � / \ � A0 � y�( / o�" �5 81 �� 2\ I � � +/ �� �� � �\�� �— — — — — — — — — �� � � os % � 249 � t / f �5. RrP ' F,�P + e�— � � _ _ _ � _ � _ _ � � � � � � � � � � _ � � � � 391 _ — — � '/� � 855 R /O 5 � �� y�N � YS� � O �� \\ �� i �� �ONE iS�S P0 �tS c � Q \ OB �203R� 36 � � N ` <�+ i � �� �� // // / ii a i // // / // // / // // / // // / n n i " // / ^ ��� �� // / o �-+ �� u / ° i � ll I �n o == ° � 11 1 Ic�i� �.�� n � 7--i i� � � � � _ 11 1 ap , ' . � ��.. n � � .% �� n � Q o ° n i Z G ��� �� 11 I �� -R.w u II �� � � w uoH so.00• � � � �� ^M I � Im I�� DONALD 5. WILHELM AENp YIIFE �I � � 1 MOB�704 aG 1�3�LM � ` � 5 II� 1 H �Q 2 ' � f�� �� ' � � � � �o � �' �� � IS F D n.w M � �� �� W� r i ' 1 i fvw Mox � � � � � Q � �I I� I�p�, , � � � � niw r.ox I I {'� � � � � � —� � � `\ �II MOx "� ��� � Exi�tiNL Rix PER H[DO! ��I � � � \ c ��J.•<i>� A� .Si4 d -L- ��-- _ � !s•R� � izzi zresr —� — ' = = � _ _ � �' -=__–_,�_ _ �'—_-_—'�� �o� p � `– _�1_°–�=––––_ – ABANDONED E�P I I —� �—� � —_ _ � _ — � B� � 6`Q Q � �� � `�� � I — � � � �`�_' =— � � OLD BEATry FORD RD. I � � � C&�/ � � �� ��%� ��1='i � — � �� o , �� z45 i -s� /� / �� G `"' ��---- .����� � �s^ eca c � / BSf �I /� U ON �`r`+-- / OP=798.2{! MT� CANOPY, z46 �j / Exii NV-�9�5' W/ 2 PUMPS / � �NEHi I / Ncoor v�o.�i�', ll� jooa ""_ � � ��" , �CONC , I � '//� J ?�'�` IS F BUS _�J rZ � � /J LO// f �' o ",./� HTR \ I'�pn, W ; � � r / � c •" ,� ` :/ � � Jy ; L TO , /V _\ / l,, >g� `� �. / bi /e ��OpONks �Q Ba0 GA /Q ?�0�� C 4�� �0 �q( ( LARRr C.CNEESEMAN AND WIFE JEAN E.CNEESEMAN p8 786 PC 2�3 DB 656 PC 578 OB %7 PG 600 �x � 248 � � IS" FC� - E 249 98' WW .��� � JOSE VICTOR VILLALOBO$ p8 q78 PG T68 �� IA I � i � I � I � REMOVE � � II 1 I � 1 I + II � � I I� II � � i�i I�1._ � � � � �� � � � s REGINA FIALPIN OB �38 PG &9 PB 9995 PC 664� —�37'11' E 198.77�� BEG L2 GRADE END TIP PROJECT W-5' –L– Sta. 318 + 35.84 � PROJECT REFERENCE NO. SHEET NO. W -53/3 26 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION 168 NATNAN A. KIRKMAN AI� WIFE AUNOREA D.WACNER DB i07T PG 23 all� � I I Wo �I f� 167 DONWE CENE ROBBiNS AND WiFE J4NiCE 5. ROBBMS pB T60 PG 33 p8 74 PC �2 I 169 z �o�: � m`�`d� ;�pp!ry��� Wi�m� �N�O < J �I a � 2 � > � 2 ti � W Z O O 2 w � � j W � O i � j Y W Z 0 � W � W � 8 ^Ml M 0 �, g N y' � M � M �d �� O � � � � 2 C2.1 � �W O� � o� � � N y s a a � 3' � `?' o, .. Li o� 0 3� ��i 'N O O O M + � � a N J � N H Lil w 2 N W Z 2 U Q � 5 84°53'36' E � 299.10' 169 ANDREW M. BROWN SARA W.BROWN p8 e30 PC u3 OB �50 PC 17 M REMOVE z� -L- i5 BK D +65.63 -L- 30.00' + 65.63 ao.00' � �. / / w000s � z�o I � � �� � � � � �� E C� 0 O Q E .,� �u� �u, � 173 LUCE7TA ANNE MILIER AND NUSBAND CLARDB�605 PGN30T�ILLER DB 6�6 PG 4T5 —E Yc.�,=���E E" E� � � � `25 i�'Y` � 270 �I � �� � Np ��i' i W �� 1 � + Q -�- e 1 1 I � 1 +65.63 -L- 40.00' �il � x I� � REMOVE 0 m 167 DONW A�G�ENWIFE BBiNS o j 71 JANiCE 5. ROBBMS p8 760 PC 33 - ROBERT L,MASSEY p8 T�IPG 12 y m AND WIFE PEGGY J. UASSEY j]� OB 666 PG d6 EIP CINGER M. PARKER DB i08T PC B36 -L- Pl S�o 326+97A6 p= 4' 56' 26T !LT J D = 0' 34' 22.6' � = a62.�r T = 43/.43' R = l0.()00.00' SE = 02 +70 00 -L- ao.00' N N'1 SPECIAL CUT DITCH SEE DETAIL K + .00 -L- a0.00' CLASS B RIP RAP EST.3 TONS GEOTEXTILE EST. 10 SY.'S � SPEQAL NT DITGH +51.00 -L- SEE DETAIL K � 30.00' \ `��si�wM�^ \� � REMOVE \ � � REMOVE \ � REMOVE � 270 ` A\ � � 270 �� \ � p E cE ` ^ 0 0 N N --PT t 'lt7 � N c� � � Q Z EIP M z M _o N 89'01'40'� — �Z4.30' 175 JEFFREY T, MISENHEIMER ANp WIFE PATR1CiA MiSENHEiMER OB T65 PG 69 +2 . -L- 40.00' +56.84 -L- 30.00' DITCH TURNS OUT � - +56.97 -L- ExisT. ww ~ £ SPECIAL CUT DITCH � SEE DETAIL K r '� �1� REMOVE � �m\ '_ \ ' � { 1. �� \ O c $ p [ 1 � 5'E%IST�NG pp/WO �E E _ , � c � �L- PK --- > -- — — — — — ' . _ 70 — –� � . .. � � E �E E 6 S•EOiSi�GE •8U 'o ��AUE � AUE REnnove z�o �� ��� � AUE ��� f°• w �� I SPECIAL CUT DITCH � I E�P w00D5 NI � SEE DETAIL K 30.00' I Qx � � � W +tt.00 -�- + xis �ww I � `� � I 40.00' 30.00' . � ` I f� HTR W I �i-04.00 -L I +86.00 -L- 4 . 44:�0 1 � o I�� N m I I I 1 I 172 � ERiC l.. BROWN I OB 7�6 PC 250 I 5 85°49'48' E EIP y I 259.36' l I 174 ANDREW M. BROIYN I SARA N.BROWN l 09 UO PG AO OB �30 PG ■ I� z 4 w00D5 I C 257 qUE�� \ WOODS � DITCH TURNS OUT SPECIAL NT DITCH SEE DETAIL I PROJECT REFERENCE NO. SHEET NO. W -53/3 27 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION �%7 z JACK N. MiSENNEiMER n � AND WIFE j]g JOYCE R. MISENMEIMER �'o �, p8 765 PG WB � � ��p�� U��•O � O ���� �p� � � � D 1 Z 2 9�5� � O ` O � , O REMOVE SPECIAL CUT DITCH ` 1 � �+ SEE DETAIL I \ 1- M M M'1 TURNS OUT T. � 1�- � � � �� f- E N cx�stiN- op ie � � __ J � 176 AI�REN NORMAN FRICK 4ND WiFE MACMELLE $. FRICK p8 703 PC 630 P� C 70 �� �RqV f UE `_-�L AUE_ � � � I L CUT DITCH �Q SEE DETAIL I �L TURNS OUT FOR -L- PROFILE, SEE SHEET NO. 46 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY R4DII ARE 10' UNLE55 OTHERWISE NOTED M � J U � W O U u� j z O U N O w ~ � � h U � W Y O � � h � 2 � �'1 O � W � � ,�b N� o ,,`�, �W 2� O� �� � � �2 0 �j �W o� � o� � S l� a a s �� � 3' � n o Q, O O O 0 + M M a N F- N E c J � N r w ` 2 C N w AUE — ? ORNf WAS„N. J OPERAT101L1y x � a � �7$ RUSSELL D.FREEMAN AND WIFE WE�r MOORE FREEMAN DB 65�PG 66 � M •f � EiP — — — — — _ — 180 NILLIAAI FILLMORE ANDERSON AI� YIIFE REBECCA FOiL ANDERSON OB 6B0 PG �5� p8 680 PG 755 SPECIAL CUT DITCH SEE DETAIL I BM II f�, N= 649004 � I W E = 1570115 I � ELEV = 768.24" . I m I ��I / �a I —E � E i EIP — — � � 9 AUE AUE— w000s SPECIAL CUT DITCH SEE DETAIL I v {� I i � �� m �� REMOVE ��I . E _ ....... �' � I E � / �8� JAAffS LEE NOFFNER AND W�FE NELEN M. NOFF�R SPECIAL CUT DITCH SEE DETAIL K -L- Pl Sto 342+0533 p= 2l' 92' 03.¢ fRTJ D = 2 24' 44.8' L = 89954' r = as52r R = 2,375A0' SE = 05 RO = l28' � x� nmc AUE +29.00 -L- / � � X� � / � k � � / / / / � � / � �� �SFa 2.00' 00' � � 0 0 N N � N r� � � Q Z IP 1� I .....�....., �� �� I� " Y WO �IP I� � ��61 m l . E� � � C C '�/ AUE ��AUE rue ��� �_� E C,— F eo �� �J ex�sn � I' I+42. -L- '^ � REM VE I I EXIS RNJ � t EXIST. I� I �W �� = C _ I 80 80 � +72.09 -L- S EXIST � � 52.5 ' 2.87 -L- I � REMOVE I �` � ' ' ?° Ch1� I EXIST RM/ REMOVE � 52.73' CONC 52.89' I � ' I +10.14 -L- � q 8 ` t � � , r1 5 oa-- , : .;� 1 I I {� � c I2 I I� I EX I� I 46.9� i �� LS � Ic�i e T i \ o � isFO isFO � ' \ � I �� �38�°"' � o +so.00 -�- i� ��e' ; I 59.00 I � � I lo I IS F 0 � ` EXIST.RNJ � �s� _ I U I 5 F D I J �L.f �/ �bN ,- E I I � �, � s F p ,I ���pH �� ` q� - _ n -- I I 3 hfti�'000 9 P / O I � Bsr ` - I s.sa' . � t�J � � � i a..24.69 y� � j 54.57' I � �` 58.5�,-- I I �+20.�0 _�_ o di ����� _�_ � �4 � �T/ +�s 66 5 .00' � 40.00' 4i � EXIST.R REMO�VE I I 7$26 REMOVE / � � / +35.69 -4 I SPECIAL CUT DITCH v% 30.00' 1796 I � 82 SEE DETAIL K I 182C / CQ m +35 69 -L-/ CL4SS RIP RAP SPECIAL UT Bff�E DI 40.00' 179A I I O 7�p WITH P RM RYBURN FARM 182A EST. 3 NS 5EE DE AIL E + 0-L- GEOTEXTILE EXIST RM/ 17C� I IEOU BME� P�O,4ANY EST.10/SY.S 35.00' I � p� C �9 I +42.00 -L- RICMARD M. DYE I � �T� P� � I I / �42�2�� ANO W�E I �� 9.56 z� . SUZANNAH 5. DYE PB 9995 PC 26�� I 06°O6'S9' �— O � / �Q 9(j7 P('i �� N 86'10'42'E EIP �.1 � 9� � 2�+ I N 86'OB'43' E I N 86'OB'43'�9' EIP 40.85 � N 86°07'33' �. �3' � �N 86°OB'43' E N 86'09'4T� 176 EIP C`r� 79,86' � EIP AI�REW NORMAN FR�CK AND N�E DO NOT DISTURB WELL _ � MA� �03 PG�6i0 K ON PARCELS 179, 179A, - 179B, 182, 182A, 182B, - ia3 = AND 182C TRUSTEES OF' o ti VISION BAPTIST CNURCN - DB 966 PC 275 DB i0M PG 23� 5 86°72'S5' E � 226.59' � SPECIAL CUT DITCH WITH PSRM SEE DETAIL M f � � � ` � � � 'd(iF I� / �Q � ¢ AVP F� / REMOVE � 184 �/ '� \ AU - PT Sto.346 FOR -L- PROFILE, SEE SHEETS NO. d6 & 47 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- �RIVEWAY RADII ARE 10' UNLESS OTHERwISE NOTED PROJECT REFERENCE NO. SHEET NO. W -53/3 28 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION 181 JAMES LEE HOFFNER A1� W�FE HEIEN M.HOFFNER h � � +49.65 -L- � o.00 REMOVE OQ 'S co �F zeia �O� � � �' � �hP \5� � hQ 2re� _ � � � �� Z O N i � � �, � c +� a a � � 3' � n o .. � O� O 3� N�i J Nc 181 JAIAES LEE NOFFNER nHO wive NELEN IA. NOFFNER SPECIAL CUT DITCH WITH PSRM SEE DETAIL M REMOVE O O � tD + � M � a ~ PDE — N J 8 � � � r 26� w w x N W � Z dUE J U F X a � +ez�a / 3 h .ti'o� �o oo. h � / / � �eoi•E 227.22- - �IP 186 � ti, W BANK STABILIZATION � RANDY GOODMAN EXCAVATION so cv o�+ o �- � g� p� 93p GEOTE%TILE 120 SY z 80.00' CLASS I RIP RAP 70 TONS 50.00' RCe� � C�A 9'K8' SEE DETAIL AM � `� � r o nn �IM �O O� �� � c�� O� Z a � SPECIAL CUT DITCH SEE DETAIL K 1 188 RODNEr MeCK GOODUeN � � 7B7 PG 726 )ODMAN DB 85�PC 977 A'�� i JU N 0�p 9 / E�P / / E�P A9 A5 � N BSp160 CT ;� � �!` S �\Q � � iss TONV 0. MiSENNEi1AER � eNO w�ve M, PAMELA H. MiSENNEiMER DB B63 PG 22i � � / -L- Pl S�a 360+IG80 p = l9'2/'333"fLTJ D = 5' 43' 46.5' L = 337.88' r = vo.�r R = 1,000.00' SE = 06 RO = l44' PROJECT REFERENCE NO. SHEET NO. W —53/3 29 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION � M J � s f �, o'� s SS�NE a as�� � 'o s E�P � 190 FREDERiCK L. DiENL 189 Aao w�Fe LORIAf�6d DIEMI CMRISTINE GOODMAN CULP DB 72�r+G 6� ' p8 905 PG 52 / E\P ' ' / ' FOR -L- PROFlLE, SEE SHEET NO. 47 � 5yq;6? E DRVEWADIRADIIAREAIO'�UNLESSEOT E�WISE NOTED \ � W O N —i • N Z � N > z � � � � M y S a s r� � 3' � `?' o, .. i o� 0 3� ��i J N � 2 U ti Q � � c c 3 u �88 TONr D. MiSENNEiMER AND WIFE PAMELA H. MiSENNEiMER DB B63 PC 222 � I-L - ° O Pl Sio 360+1/.80 �' � = i52r 33.3� rcr� � D= 5' 43' 465" 194 � L= 3��� 5 85'21'99' E T = /%O.�J%� EMMITiE G.STIRENALT � R=/,QQQ,(�' AI� WIFE 00 2i7.97' EIP � _ � BROWNipB 45HE�S��tEWALT Q Z 196 STEVEN LEE $TIREWALT ARq WIFE KAREN S. STIREWALT DB 375 PC 985 � AO � 198 DANNY JOE KNIGHT DB 9B8 PG 979 PROJECT REFERENCE NO. SHEET NO. W -53/3 30 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION �� ti � ,� )p � 192 DAVID MICHAEL LEAR ANp WIFE DAIE S.�EAR DB 670 PG i� I 193 NATHAN J. ADAMS AND WiFE - PEGGY RUSSELL ADAMS _ OB 522 PG M9 - PB 9995 PG 2667 195 I NATHAN SCOTi ADAMS ANO WiFE KR�STY ,lENAN FREE ADAMS pB T58 PG 655 PB 9995 PC 2667 197 NATHAN J. ADAIAS AND WIFE pEGCY RUSSELL ADA45 OB 522 PG ��9 pg 9995 PG 2667 SEE DETAIL C FOR -L- PROFILE SEE SHEETS NO. 47 8 48 FOR -L- DITCH bETAILS, SEE SHEET NO. 2- DRIVEWAY RADIIARE 10' UNLE55 OTHERWISE NOTED O O O O + Q � M Q H N J M H W W 2 N W Z J 2 U H a � � z O � o, � M s a l� � 3' � n o .. Ll O� 0 3� ��i � ti_ O O O O + v N M Q 310 N J u O � w w vi PDE— W Z _ U / Q � 198 DANNY JOE KNIGNT DB 988 PC 979 � 30.00' CL B RIP RAP E5T.5 TONS GEOTEXTILE EST.16 SY.'S DITCH TURNS OUT � f� I � � � � � � � I � I � � I � I � � I � �� ; �J I �'I3703P I � �, SPECIAL CUT BASE DITCH SEE DETAIL C � CUL7IVEtED �TSit GRADE to DRAIN I � f �I �I �� i �i I AI _ 197 NATFI4N J. ADAMS AND W�FE PEGGY RUSSELL ADA415 OB 522 PC ��9 pg g995 aG 266T ^ O O N 199 -� � Pi Sto 387+97,85 ROBERT HOLMES BROWN �= 23'53'47,3'fRT) DB �33 PC 25� �.�, D= 5'43'465' ao L = 4/7A7' r = 2n.Gr � R = �AOOAO' 4 TIVATE� SPECIAL CUT DITCH SEE DETAIL K� � M 7 SY.'S � � w000s l � kN �� �'� � .:� ��� rw � � , %� � 3 o^ PROJECT REFERENCE NO. SHEET NO. W -53/3 3/ ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION Z SpE/� = 0/6/ S i �y - �'I'Ii EIP �O }). BB / IPF � / ,(� M ���� \ 01 E 5° o / SS �5iyoy 0 o �2. �, ?'�- `'e 204 0 2p 0ye 201 \ O GUY NDT��EgEAM CALViN LEE KEPLEY 203 FR4NCE5 SHOE BEAM AND WIFE DB �7i PC 637 SF�LBr B, KEPIEr E'P �EREAIY C. KEPLEv +9s.00 -�- DB &0 PC �76 AND � q , KRISTINA L. RINGER :� . so.00�' OB q9iPG 653 :�� ^��° EiP = 'o +86.23 -L- SPECIAI CUT DTICH " +30.00' 40.00' SEE DETAIL K � I / HTR � I S F D � I � / � � / / O r i � � i � •a � / � ��Ow j� � � ,� �, � � ��'Nap� �+ _� � � •� ��T2oQ Q / /// / � 30.00' i 5 0 p a�0 .. - / / . x^. ���/ / OW � <o � '�i M 3109 �/371�' ,/G�/ E�g'E�E .. �E � '. �EM / F- �" ,,, �E� c E � f � � �� / \ � � %� REMOVE 76" RCP REPL w24" CL IV RCP 3 I " 200 DEAN L.TROUTMAN D9 �56 PC 56 ,�, 5 8716'47' E EiP EIP 209.36' E��E}��E�"f 3115II�� ��� �� „ � �� � ��� �� „ -L- PC S/o.385+8623 202 MEUSSA KAY COWAN DB i08i PG 5W 7� ��� ���u� Vi�l A� s'� �r � 205 DONALD L,RAKE$ AND NiFE $HIR(.EY C. RAKES EiP DB � PC 65 I FOR -L- PROFILE SEE SHEET NO. 48 FOR -L- DITCH bETAILS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOtED a � v a a s �� � �O -L- o Pl Sto 387+g785 Pl Sfo 40�0+8584 `i 0= 23' S3' 47.3' fRT1 �= E 09' 43.9' fRT) J'ry D= 5' 43' 465' D= f 38' 13.3' J' L= 4/7A7' L= 376.43' � E T= 2/lBl' R= 3.500.0�0' / �p S 05`'�'�Zp• / R = /,Oi00.00' SE = 06 SE = 03 E �,_ � / RO = l44' RO = 72' az9�;, ;�. 2 / � \ /206 O / tON�4p � Sp�g1A0�M \ 56 E NANCY� �1T PG �525 S 0� pt •04 PB � / a5 EIP / \ / 1 E / eb•OT�o� S Z62 S S 929p� £Q / / Z / � EIP 0929p2 E 2�� S ��'2q2 Ou'11 � JAMES G.LrNCH � � MILDRED W. LYNCN 20$ OB u29 PC %9 �P DAMEL SCNENK AND YI�FE BANK STABILIZATION NOPE SCNENK EXCAVATION 40 CY 1 OB ��20 PG S79 GEOTE%TILE 100 5Y CLA55 I RIP RAP 60 TONS SEE DETAIL AM 2 �o ^'., a `r +10.00 L- �`\ _ +95.� l\ 70.00' - 50.00' 30.00' 40.00' PaIVniE � 30.00' 2�% $USAN MICHELLE BURPo$ OB u6 PG 679 \ E�P� 5 9gY9•4g. i73.i5• E PROJECT REFERENCE NO. SHEET NO. W -53/3 32 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION � 210 HAROLD MURRAY SAUDER 2�2 AND W1FE JOSEPH FRANKLIN LYLES,JR, SNIRLEY CRAiG SAUDER pryp WIFE OB &8 PG 556 JENNiFER LENIiS LYLES DB �000 PC 953 FOR -L- PROFILE, SEE SHEET NO. 48 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRNEwAY RP,DII ARE 10' UNLESS OTHERWISE NOTED 5 T'03'� - - - 255.05' C:i � N Z? Z J r � J � N � � w � U� �� � O� ti 4l� � ti Q Q C� 2� �� J� �W � � 2 ? � � �� � Q � � �W ti� �j �' ��� N � � O J Z' � �� g ��a N � 22 00 � h�> W WW p�R � � � M y s a s �� � 3' � `?' o. Q, m d 2 GRACE LOWER � STONE � CHURCH � N � @�1 CK_I -1C- /'U/ J/O. /U*W.W -YB- PC Sto. /0+2p,56 i0 ,�� - BEGN CONSTR -Y8 - Sto. lI RETAIN DI & RIP RAP -YB- PT S RETAIN � \ 30•C&G \\� �� � BST _� � E�P c ' 219 N N 8b°2��p8 Q ' 255,08' '1�(� CNARLES RAV Mtl.LER nNO wivE ROCKNELL RuRAL FiRE DEPARiA1ENT,iNC. BETTr MaLER E`p pB �076 PG T26 DB T36 PC 28 PB 9995 PG 58�6 �n 213 v CRACE LOWERSTONE UNITED CMURCM OF CMRIST SPECIAL SHOULDER GRP.DING SEE CRO55 SECTIONS �ICTION -�- 5TA 4,5�50 - 420�aQ �T +25.00 � z� CL B RIP RAP � ��. 11+5724 GEOTEXT�INE E5T.7 SY.'S �550pS�ON F�RE RETAIN SPECIAL SHOULDER GRADING RETAIN SEE CRO55 SECTIONS � -YB- STA 11+25 - 12+25 LT ^. \ � �E� E _ Y \ '° `` �'� _ _ _ _ + t - - ,.,. . _ 5.�- � \ 45.50' E%IST.2W * _ � `�pJ 2\ RETAIN DI /� +69.41 -L- ry 09•26•1$' E t.3 �� P 40.00' ' _ a�8 .60 -L- . E�P � 3b �/ EXIST, ILw �5•4P /F�/ K dP�� ` F +00.00 -L- N a9� E I � / fti pp j�. E%IST. fLW 6� m �/ LS E�P a/ a6 ° SPECIAL CUT DITCH OS y E � S���c 5e � SEE DETAIL K I�?, ,�4 N 02,� q2 � � pg 999� � s 4 � - j- .. � 07' 85° t � - � so3 J7�J F. �' � w � �� � E _'.,,�z' E t•7\ _.. +E%R1MG 0./ �. _ � _. ,�, _ .IREM� E O� � � �� � ti �) 0.�M��E� t C "`r � pUE � � ' QVE SPECIAL CUT DITCH a� � 3d0 SEE DETAIL U PV �u � � � 1�� J�� P�E `Z' - 1 1 W os v FOPS ., � � D -. � � Tssss--- 3 � ��l 46.50' � � I � 30.00' '� -- ,. S 52.50, �- 46.50' � REMOVE HW � �O COLLAR & EXTEND ° �sz.00--- woo I � 2y„ HTR 1 -L- Sto.4/2+52.00 = -YB- POT S/o. �2+89.99 54.3 ' I-L ao.o� St 4/1+9788 214 Z1A �AV� C AND W�EART�ETT BEVERI.Er ANNE BART�ETT E'P DAViD CNARLES BARTLETT OB T6T aC 2p / aNO w�ve BEVERLEY AI�NIE BARiLET�;jgZ�'E OB 767 PG 2q JNE UMTED / CHRIST _ i j 304 �� 1 +00.00 -L ; EXIST RhV I PVE >I I -�� T 40 00' 56.00' I � � � ��Jy��{�� � j5 F o 4xT - PT T � FILL 8 AT 2G 340 F 0 OVE 8' OF 15" RCP & E%TEND 'IS" RCP-IV {� Wo� IGRADE TO DRAIN II � I I � \ � � � � � : � � o ,^„ M� , 4/5+0782 215 GLADYS TEETER LINK DB 5�T PG �% 5 87°OB'2b'� � �9 , 06'46'20' E ' 103J2' EIP KE ANDREA C.HELMS DB 93! PC i82 � . \\ � � / �,PC -L- PoT Sto.420+1g59 E�P�NMm 4'1380 E�E 5T87581BZ zrBST � SR 8EpT7Y FORD FD� s 52 � E� �\Q . '�1 � � � � 305 �, � �Q=L-- � �ns. i� a N i� 1 N � � � 1 N� I I \SF D I 1� 30bm /I � � � ; \ ` \ �L v Wp00 _ I � � � / � I,��.o SPECIAL CUT DITCH � �`�p I I` SEE DETAIL K I �1 t7 N `�mmm 218 NARLEY LEON LAMBERT ANO WiFE BARBARA N.LAIABERT OB 32� PG 95 217 E,� �ANDCNIFELMS E 5 882948'� �P n626' -L- -YS- Pl S�o 4/3+5295 Pl Sia 10+8928 � = 5'04'25.4'fRT1 p = l44/'32.�fLTJ D= r 38' 13.3' D= l0' 44' S8.8' L = 309.94' L = 136.68' T = 155A7� r = 6sar �=_3��A0' E= 5� � Ro = �r Ro = sr r O 0 N 1 � � p � Z PROJECT REFERENCE NO. SHEET NO. W -53/3 34 ILW SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION END T lP PROJECT W-53/3 � END CONST RUCT lON -L - POT Sto. 420 +OO°00 FOR -L- PROFILE, SEE SHEET NO. 49 FOR -YB- PROFILE, SEE SHEET NO. 53 FOR -L- DITCH DETAILS, SEE SHEET NO. 2- DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED TRAFFIC D�.eGRAA/ lLAYER STONE CHURCN ROJ 2oio aDr -r8- 2035 ADT � OHV = 9% 3ppp D�R = 55% rrsr = ii DU.4l = 2% 1300 I 300 �900 } IlOp / -L- 3i00 � 2i00 4i00 3300 �OLD BEATri FORD ROJ DHV = l0% DlR - 65i TTSr � 3% OUAL = 5%