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Home My WebLink About20140071 Ver 1_Application_20130117 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY January 17, 2013 ANTHONY J. TATA GOVERNOR SECRETARY MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG LOCATION: 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610-4328 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801‐5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 13, and 33 for the proposed replacement of Bridge No. 145 over Scott Creek, Southern Railway and SR 1705 on US 23‐74 in Jackson County, Federal Aid Project No. BRZ‐1705(1); Division 14; WBS Element 38408.1.1, TIP No. B‐4554. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace the existing 7‐ span, 308 foot long bridge with a 313 foot long, 3 span bridge. Due to a road, stream and railroad under the bridge, there will be 130 linear feet of bank stabilization and 0.06 acre of temporary stream fill for a temporary work bridge and work pad necessary to remove and install the new bridge. Traffic on US 23‐74 will maintained on a single lane pattern, and traffic on SR 1705 will be detoured off‐ site during construction. Please see enclosed copies of the Pre‐Construction Notification (PCN), Stormwater management plan, permit drawings, design plans, Rapanos forms, and USFWS informal concurrence response for the above‐referenced project. A Categorical Exclusion (CE) was completed and distributed in February 2012. Additional copies are available upon request. Comments from the North Carolina Wildlife Resources Commission (NCWRC) will be required prior to authorization by the United States Army Corps of Engineers (USACE). By copy of this letter and attachments, NCDOT hereby requests NCWRC’s review. NCDOT requests that NCWRC forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application. This project calls for a letting date of June 17, 2014 and a review date of April 29, 2014. However, the date could be advanced if funding becomes available. Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13 33 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 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Replacement of Bridge No. 145 over Scott Creek, Southern Railway and SR 1705 on US 23-74. 2b. County: Jackson 2c. Nearest municipality / town: Balsam 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4554 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 applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6157 3g. Fax no.: (919) 212-5785 3h. Email address: maturchy@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 1 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: 2 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 35.406274 Longitude: - 83.124010 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 0.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Scott Creek 2b. Water Quality Classification of nearest receiving water: C Tr 2c. River basin: Little Tennessee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Residential and mixed deciduous-coniferous forest land 3b. List the total estimated acreage of all existing wetlands on the property: zero. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 500 3d. Explain the purpose of the proposed project: To replace structurally deficient bridge 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a seven-span bridge with a three-span bridge on existing location. US 74 traffic will be phased and maintained on the current structure in by reducing it to a two lane pattern. Traffic underneath the structure will be detoured off-site onto other routes. 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? Comments: Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 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. 3 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Yes No Corps DWQ Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ Site 5 P T Yes No Corps DWQ Site 6 P T Yes No Corps DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T Temporary Work Bridge Scott Creek PER INT Corps DWQ 25 <0.01 Site 1 P T Bank Stabilization Scott Creek PER INT Corps DWQ 25 130 Site 1 P T Temporary Work Pad Scott Creek PER INT Corps DWQ 25 0.01 Site 1 P T Temporary Work Bridge Scott Creek & Dark Ridge Creek PER INT Corps DWQ 25 0.04 Site P T PER INT Corps DWQ Site P T PER INT Corps DWQ 3h. Total stream and tributary impacts 130' Perm 0.06 ac Temp 3i. Comments: 4 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 individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 5 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. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: 6 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. This bridge will be replaced as close to the existing bridge as possible, but with 4 less sets of bents. Currently, bridge bents exist on both banks of the stream. The new bridge will only have bents on one side of the stream. Unfortunately, due to the limited space under the bridge with a road, a railroad track, and a stream, there is little room to place bridge bents without impact to the stream. Dark Ridge Road (the road that runs under the bridge) will be closed during construction to allow for construction and thus result in less temporary impact to Scott's Creek. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Design Standards for Sensitive Waters will be used for this project. Deck drains will not discharge into open water. The Department will observe an in-stream moratorium for trout from October 15-April 15. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: The NCDOT does not propose mitigation for stream bank stabilization activities. Stabilizing the bank of a stream does not require fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, does not constitute Loss of Waters of the U.S. and is not subject to compensatory mitigation. Furthermore, the proposed bank stabilization activities are necessary to prevent erosion and sedimentation, i.e. preventing bank destabilization and minimizing impacts to the environment. 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank 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: linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 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 7 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 buffer mitigation? Yes No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (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: 8 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 9 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: CE Approved & Distributed February 2012. Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 (Version 1.2; Released July 2012) B-4554 County(ies):Jackson Page 1 of 1 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Supplemental: Trout Waters (Tr) Primary: Scott Creek Little Tennessee 2-79-39 Roadway consists of 2 12-foot lanes in each direction, 16-foot paved median with traffic barrier, 10-foot paved shoulders transitioning to variable side slopes. NCDWQ Stream Index No.: Project/TIP No.: NCDOT Contact: Project No.:B-4554 Contractor / Designer: smorgan@ncdot.gov Raleigh, NC 27699 General Project Information Address: 8/16/2013 1590 Mail Service Center North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Stephen R. Morgan, PE Bridge Replacement ac. General Project Narrative:Replacement of existing structure #145 on US 23-74 over SR 1705 (Darkridge Rd.), Southern Railroad and Scott Creek, including drainage, grading and paving. The new bridge will have to be stage constructed for maintenance of traffic and will require temporary work bridges on either side of the existing bridge. Typical Cross Section Description: References ADT for 2012 is 27912 2.81 Average Daily Traffic (veh/hr/day): ac. Other Stream Classification: NCDOT City/Town: NCDOT Hydraulics Unit Address: Sylva 919-707-6739 Jackson No NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Class C Buffer Rules in Effect Project Description NONE Surrounding Land Use: Rural, mountainous0.42 mi. ADT for 2030 is 40800 2.54Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): 02 TO SYLVA TO WAYNESVILLE VICINITY MAP B-4554 PROJECT .06.64 .25.15 .19.20 .09.57.20 (.08).10 HenryRd.Rd..35 .24.26.72.28(.04)Blanton .50 HenryRd.CagleRd)LickRd.Log CagleCoveRd.(.20)Mt.PleasantRd.HensonRd.Crawford(.10)DarkSkylineDr.ArrowoodRd.(.11)"2 1.18 (.20).80 2.00(Ashley.57 Sugar Loaf Rd dROchre Hill Willits-H HFChurch Mt. PleasantHCemeteryHenryHCemeterySuttonCemeteryLoveDarkRidgeCut-off RidgeZJoe MountainElev. 3478DarkRidgeCreek .06.64 .25.15 .19.20 .09.57.20 (.08).10 HenryRd.Rd..35 .24.26.72.28(.04)Blanton .50 HenryRd.CagleRd)LickRd.Log CagleCoveRd.(.20)Mt.PleasantRd.HensonRd.Crawford(.10)DarkSkylineDr.ArrowoodRd.(.11)"2 1.18 (.20).80 2.00(Ashley.57 Sugar Loaf Rd dROchre Hill Willits-H HFChurch Mt. PleasantHCemeteryHenryHCemeterySuttonCemeteryLoveDarkRidgeCut-off RidgeZJoe MountainElev. 3478DarkRidgeCreekB-4554 PROJECTTOT A L L E N G T H T I P P R O J E C T B - 4 5 5 4 = 0 . 4 2 M i l e s TO THE LIMITS ESTABLISHED BY METHOD II.CLEARING ON THIS PROJECT SHALL BE PERFORM E D THERE IS NO CONTROL OF ACCESS ON THIS PRO J E C T . 4 - L - U S 2 3 / 7 4 U S 23/74 B E G I N B R I D G E - L - P O T S t a . 2 5 + 3 5 . 2 2 NORFOLK SOUTHERN - L - P O T S t a . 2 8 + 5 5 . 2 2 E N D B R I D G E RAILROAD SCOTT CREEK THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BO U N D A R I E S . SR 1705 DARKRIDGE RD WILSON DR. SR 1538 LEN G T H S T R U C T U R E T I P P R O J E C T B - 4 5 5 4 = 0 . 0 6 M i l e s LEN G T H R O A D W A Y T I P P R O J E C T B - 4 5 5 4 = 0 . 3 6 M i l e s -Y 1- - L - S T S T A 4 0 + 7 7 . 3 3 E N D T I P P R O J E C T B - 4 5 5 4 5 M A R K H U S S E Y J I M M Y G O O D N I G H T , P . E . J A C K S O N C O U N T Y B R I D G E N O . 1 4 5 O N U S 2 3 - 7 4 O V E R S R 1 7 0 5 , S O U T H E R N R A I L R O A D A N D S C O T T C R E E K . G R A D I N G , D R A I N A G E , P A V I N G A N D S T R U C T U R E . 2550100502550100505 1020 10 DHVDTV ======27,912 40,800 12558 60 %%MPH ADTADT20122030% *DUAL 4 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S * TTST =4 FUNC CLASS =MAJOR ARTERIAL 000PROFILE (HORIZONTAL) 3 8 4 0 8 . 1 . 1 P . E . B R Z - 1 7 0 5 ( 1 ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E ST A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . 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S H E E T N O . P R O J E C T R E F E R E N C E N O . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S February 21, 2013 - Right of Way Revision per Email submittal dated Feruary 18, 2013 - Removed Parcel number 1 from plans T S T S T S T S S S S W O R K P A D T E M P O R A R Y A N D S T A B I L I Z A T I O N P E R M A N E N T B A N K B R I D G E T E M P O R A R Y W O R K B R I D G E T E M P O R A R Y W O R K P L A N TSTSIMPACTS IN SURFACE W A T E R DENOTES TEMPORARY T S T S T S T S S H E E T 3 O F 5 P E R M I T D R A W I N G SSSURFACE WATER DENOTES IMPACTS IN 50’0’50’100’150’GRAPHIC SCALE S E C T I O N A W A T E R I M P A C T S T E M P O R A R Y S U R F A C E S T A B I L I Z A T I O N / B R I D G E A B U T M E N T T E M P O R A R Y B A N K R E T A I N 3 G I R E T A I N G RA D E TO D RA IN A d j . D I 21 JB w /S la b LidD I 18" RCP-III 18" RCP-III 0 4 0 3 0 4 0 2 0 4 0 1 2 G I 2 G I 18 " RC P - III 2 G I 1 8 " R C P - I I I R E M O V E C B 18" CMP C B S C R U B SCRUB GR 3SBW MT L M T L M T L SCOTTS CREEK D I S H S A T C O N C 1 2 3 5 6 18" CMP MTL EIP E I P G L E N T . B R O W N I N G E XI S TI N G R/ W E X I S T I N G R / W EXISTING R/W E X IS T IN G R / W EXISTING R/WRAILROAD R/W E X I S T I N G R / W T 1 0 " H D P E R E P A IR P IT A B A N D O N C A R O R A U T O R E P A IR S HO P A R E A O N C E U S E D A S G A S O L IN ETHOMAS ALLEN & CONNIE K.LEDBETTER FAMILY TRUSTJOYCE LOVIN RAILROAD R/W D ARK RI D G E CR E E K C O G D I L L M A R K A N T H O N Y RAILROAD R/W E X I S T I N G R / W E X I S T I N G R / W NORFOLK SOUTHERN RAILROAD CREEK SCOTTS E XIS TI N G R/ W E XIS TI N G R/ W D A R K RI D G E R O A D S R 1 7 0 5 2 0’ B S T EX ISTIN G R /W EXISTING R/ W R / W E X I S T I N G R/W EXISTING 2 NAD 83/ 95 F F F F F F P R O J E C T R E F E R E N C E N O . R / W S H E E T N O . R O A D W A Y D E S I G N H Y D R A U L I C S E N G I N E E R E N G I N E E R S H E E T N O . B - 4 5 5 4 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 266526452655263526250+00 1 0 0 + 0 0 2 0 0 + 0 0 3 0 0 + 0 0 S E C T I O N A R A I L R O A D B E D NW S E = 2 6 2 2 . 8 ’ + / - S H E E T 4 O F 5 P E R M I T D R A W I N G ( S R 1 7 0 5 ) D A R K R I D G E R D . BRIDGE AB U T M E N T TEMPORARY BANK S T A B I L I Z A T I O N / T E M P O R A R Y W O R K B R I D G E Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In 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 26+33 LT.Temp. Work Br. and Bank Stab.0.01 75 1 26+78 Work Pad 0.01 130 26+78 Bank. Stabilization 130 1 27+60 RT.Temp. Work Br.0.04 83 TOTALS:0.06 130 288 Note: Temporary impacts from work bridge at 27+60rt could include temporary bents in water due to stream geometry. ATN Revised 3/31/05 Sheet 1 0f 1 9/24/2013 JACKSON COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS WBS - 38408.1.1 (b-4554) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS 02 TO SYLVA TO WAYNESVILLE VICINITY MAP B-4554 PROJECT .06.64 .25.15 .19.20 .09.57.20 (.08).10 HenryRd.Rd..35 .24.26.72.28(.04)Blanton .50 HenryRd.CagleRd)LickRd.Log CagleCoveRd.(.20)Mt.PleasantRd.Henson Rd.Crawford(.10)DarkSkylineDr.ArrowoodRd.(.11)"2 1.18 (.20).80 2.00(Ashley.57 Sugar Loaf Rd dROchre Hill Willits-H HFChurch Mt. PleasantHCemeteryHenryHCemeterySuttonCemeteryLoveDarkRidgeCut-off RidgeZJoe MountainElev. 3478DarkRidgeCreek .06.64 .25.15 .19.20 .09.57.20 (.08).10 HenryRd.Rd..35 .24.26.72.28(.04)Blanton .50 HenryRd.CagleRd)LickRd.Log CagleCoveRd.(.20)Mt.PleasantRd.Henson Rd.Crawford(.10)DarkSkylineDr.ArrowoodRd.(.11)"2 1.18 (.20).80 2.00(Ashley.57 Sugar Loaf Rd dROchre Hill Willits-H HFChurch Mt. PleasantHCemeteryHenryHCemeterySuttonCemeteryLoveDarkRidgeCut-off RidgeZJoe MountainElev. 3478DarkRidgeCreekB-4554 PROJECTTO T A L L E N G T H T I P P R O J E C T B - 4 5 5 4 = 0 . 4 2 M i l e s TO THE LIMITS ESTABLISHED BY METHOD II.CLEARING ON THIS PROJECT SHALL BE PERFORM E D THERE IS NO CONTROL OF ACCESS ON THIS PR O J E C T . 4 - L - U S 2 3 / 7 4 U S 23/74 B E G I N B R I D G E - L - P O T S t a . 2 5 + 5 5 . 2 2 NORFOLK SOUTHERN - L - P O T S t a . 2 8 + 6 8 . 2 2 E N D B R I D G E RAILROAD SCOTT CREEK THIS PROJECT IS NOT WITHIN ANY MUNICIPAL B O U N D A R I E S . SR 1705 DARKRIDGE RD WILSON DR. SR 1538 *S.U.E. = Subsurface Utility Engineering S T A T E O F N O R T H C A R O L I N A CO N V E N T I O N A L P L A N S H E E T S Y M B O L S LE N G T H S T R U C T U R E T I P P R O J E C T B - 4 5 5 4 = 0 . 0 6 M i l e s LE N G T H R O A D W A Y T I P P R O J E C T B - 4 5 5 4 = 0 . 3 6 M i l e s -Y 1- - L - S T S T A 4 0 + 7 7 . 3 3 E N D T I P P R O J E C T B - 4 5 5 4 5 M A R K H U S S E Y J A C K S O N C O U N T Y B R I D G E N O . 1 4 5 O N U S 2 3 - 7 4 O V E R S R 1 7 0 5 , S O U T H E R N R A I L R O A D A N D S C O T T C R E E K . G R A D I N G , D R A I N A G E , P A V I N G A N D S T R U C T U R E . 2550100502550100505 1020 10 DHVDTV ======27,912 40,800 12558 60 %%MPH ADTADT20122030% *DUAL 4 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S * TTST =4 FUNC CLASS =MAJOR ARTERIAL 000PROFILE (HORIZONTAL) 3 8 4 0 8 . 1 . 1 P . E . B R Z - 1 7 0 5 ( 1 ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L SH E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : T Y P E O F W O R K : 09/08/99 B - 4 5 5 4 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000 See Sheet 1-A For Index of Sheets06-JAN-2014 15:20R:\Roadw ay\Proj\B4554_Rdy_tsh.dgn$$$$USERNAM E$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CONTRACT:TIP PROJECT:B-4554 DEPARTMENT O F T R A N S P OR T A T IO N S TATE O F N O R T H C AROLINA -L- STA 18+50.00 BE G I N T I P P R O J E C T B - 4 5 5 4 J U N E 1 7 , 2 0 1 4 A U G U S T 2 3 , 2 0 1 2 3 8 4 0 8 . 2 . 1 B R Z - 1 7 0 5 ( 1 ) R / W & U T I L . K E V I N M O O R E , P . E . SCOTTS CREEK DARK RIDGE CREEK CREEK SCOTTS SCOTTS CREEK 1705 1705 1768176717651769146014671537146017821536170714681432170615371764153817051708170517051768176717651769146014671537146017821536170714681432170615371764153817051708 N A D 8 3/ 9 5 1 5 6 . 6 0 ’ + 9 2 . 3 1 B - 4 5 5 4 4 N O T E 2 ) S E E S H E E T S S - 1 T H R O U G H S - ? F O R S T R U C T U R E P L A N S . 1 ) S E E S H E E T 6 F O R - L - P R O F I L E . REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 06-JAN-2014 15:21R:\Roadway\Proj\b4554_rdy_psh4.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S M ATCH L INE TO SHEET 5 -L - STA 31+50 .00 N O T E : P A R C E L N O . 1 R E M O V E D F R O M P L A N S R E T A I N 3 G I R E T A I N G RAD E TO D RA IN S T A 2 9 + 7 5 L L T P R O P . 2 : 1 F I L L S L O P E F R O M S T A B E G . B R I D G E T O S T A 2 9 + 5 0 L L T P R O P . 1 . 5 : 1 F I L L S L O P E A d j . D I 21 J B w /S la b LidD I 18" RCP-III 18" RCP-III 0 4 0 3 0 4 0 2 0 4 0 1 2 G I 2 G I 18 " RC P- III 2 G I 1 8 " R C P - I I I R E M O V E P R O P M E D I A N B A R R I E R 08 07 06 05 04 03 PIs Sta 12+00.18FLs = 300.00’LT = 200.18’ST = 100.16’PI Sta 14+40.52DL = 279.64’T = 140.52’R = 1,145.92’PIs Sta 16+79.80FLs = 300.00’LT = 200.18’ST = 100.16’PIs S t a 3 8 + 7 0 . 4 9 FLs = 3 0 0 . 0 0 ’ LT = 2 0 0 . 1 8 ’ ST = 1 0 0 . 1 6 ’ PI Sta 33+55.06DL = 875.82’T = 460.55’R = 1,145.92’ P I s S t a 4 3 + 3 2 . 9 7 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 1 2 ’ S T = 1 0 0 . 1 0 ’ P I S t a 4 6 + 5 4 . 2 4 DL = 4 3 9 . 2 9 ’ T = 2 2 1 . 3 8 ’ R = 1 , 4 3 2 . 3 9 ’ P I s S t a 4 9 + 7 2 . 2 5 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 1 2 ’ S T = 1 0 0 . 1 0 ’ -L- 02 RO = 46.67’ 24’24’ -L- ST Sta. 18+79.64 20+00 - L - P C S t a . 2 8 + 9 4 . 5 1 3 0 + 0 0 2 5 + 0 0 G U A R D R A I L R E M O V E E X I S T . 06 05 04 03 02 02 25+00 - L - P C S t a . 2 8 + 9 4 . 5 1 24’16’24’10’10’ 84’ 24’16’24’10’10’ B A R R I E R P R O P O S E D - L - P O T S t a . 2 8 + 9 1 . 8 1 E N D A P P R O A C H S L A B - L - P O T S t a . 2 8 + 6 8 . 2 2 E N D B R I D G E SKETC H S H O W I N G R E L A T I O N S H I P O F B R I D G E T O R O A D W A Y -L- P O T S t a . 2 5 + 3 1 . 6 3 BEG I N A P P R O A C H S L A B B E G I N B R I D G E - L - P O T S t a . 2 5 + 5 5 . 2 2 G U A R D R A I L R E M O V E E X I S T . 84’ 10’32’32’10’ 64’ 02 02 01 00 01 02 P I S t a 1 1 + 8 6 . 9 8 DL = 1 6 7 . 5 5 ’ T = 8 3 . 8 7 ’ R = 1 , 4 0 0 . 0 0 ’ P I S t a 1 4 + 3 5 . 6 1 DL = 2 0 8 . 6 0 ’ T = 1 6 4 . 9 6 ’ R = 1 0 3 . 0 0 ’ P I S t a 1 6 + 7 6 . 8 0 DL = 1 2 7 . 4 6 ’ T = 6 6 . 2 3 ’ R = 1 9 0 . 0 0 ’ - Y 1 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 1 - P C S t a . 1 1 + 0 3 . 1 1 - Y 1 - P C C S t a . 1 2 + 7 0 . 6 5 - Y 1 - P T S t a . 1 7 + 3 8 . 0 2 - Y 1 - P C S t a . 1 6 + 1 0 . 5 6 - Y 1 - P T S t a . 1 4 + 7 9 . 2 5 - Y 1 - T Y P E - I I I T Y P E - I I I T Y P E - I I I 1 5 + 0 0 ATTENUATOR IA-350 IMPACT REMOVE -L - P O T S t a . 2 2 + 5 0 . 0 0 BE G I N C O N S T R U C T I O N GRAU 350 TL-3 T O E X I S T . + 4 7 . 4 2 T I E P R O P . G R GUARDRAIL REMOVE EXIST. 24’16’24’ 10’ 12’ 16’10’10’ CAT-1TYPE-III 8:1 42’42’ 8’ 8:1 8’ BEGIN TIP PROJECT -L- Sta. 18+50.00-L- Sta. 18+50.00 BEGIN MEDIAN BARRIER EXIST. 25’ 25’ 18+50 LT&RT BEG. RUMBLE STRIPS G R A U 3 5 0 T L - 2 G R A U 3 5 0 T L - 2 +83.16 + 6 4 . 3 4 G U A R D R A I L R E M O V E E X I S T . 02 G R A U 3 5 0 T L - 2 +38.93 4 6 . 6 7 ’ INV=2660.81’6" DIPTOP=2664.88’18" CMPINV=2660.64’ IN V = 2 6 5 6 . 19 ’ C B IN V = 2 6 6 0 . 9 2 ’ 18" CMP T O P = 2 6 6 7 . 5 8 ’ C B INV=2658.41’DIRECTIONAL CB S C R U B S C R U B S C R U B S C R U B SCRUB W / B A S E M E N T 1 S F D GR S SSS R A M P W D H T R CONC GR 96" CHLCONC 3SBW BARN L O V E C E M E T A R Y 8 ’ GR MT L M T L M T L MTL SCOTTS CREEK DK D K D I S H S A T W P O L E F L A G L O V E C E M E T A R Y S CONC C O N C 3 6 " WW W/ 1S B W S US 23/74 EAST BOUND US 23/74 WEST BOUND 10’ SOIL 1 2 3 4 5 6 7 R A L E I G H , N . C . 2 7 6 0 9 1 0 0 0 S A I N T A L B A N S D R I V E , S U I T E 3 0 0 V E R I Z O N B U S I N E S S T E L E P H O N E A P E X , N . C . 2 7 5 0 2 2 4 5 1 S C H I E F F L I N R D . P U B L I C S E R V I C E C O . O F N O R T H C A R O L I N A G A S C O N C R E T E W I N G W A L L S C O N C R E T E E N D B E N T S M E T A L I B E A M S C O N C R E T E C O L U M N S C O N C R E T E J E R S E Y W A L L E A S T B O U N D M E T A L G U A R D R A I L O N W E S T B O U N D S I D E C O N C R E T E R A I L O N W E S T B O U N D C O N C R E T E D E C K W I T H B S T S U R F A C E B R I D G E D E S C R I P T I O N W O O D S W O O D S 18" CMP MTL - B L - 4 18 + 0 7 . 9 8 P IN C - B L - 3 14 + 8 4 . 9 1 P IN C - B Y 1- 6 + 3 3 . 2 9 P IN C - B Y 1 - 1 0 1 3 + 0 2 . 5 1 P O T -BL-2 10+19.14 PINC - B Y 1- 8 5 + 0 0 . 0 0 P O T - B Y 2 - 8 + 3 8 . 5 4 P IN C - B Y 2 - 1 2 9 + 2 4 . 3 0 P I N C - B Y 2 - 1 3 1 1 + 7 3 . 4 4 P O T E L E V . 2 6 6 8 . 6 1 ’ 3 . 9 3 R I G H T - B L - S T A 1 4 + 9 6 . 2 9 B M # 2 E L E V . 2 6 4 0 . 4 2 ’ 2 0 . 8 4 R I G H T - B Y 1 - S T A 1 0 + 7 6 . 3 3 B M # 4ELEV. 2630.13’S 28 30’ 22" W DIST. 36.07-BL- STA 5+00.00BM #5BOXBEARING4 7. 5 8 ’ 113.52’ 1 5 . 0 0 ’ E I P 85.82’ 25.90’ 3 6. 4 1’3 1. 0 5’ 25. 11’ 5 0. 6 8’ 2 8 .7 8 ’ 19.00’28.11’ 6 2. 0 0 ’ 3 3.0 8’ 144.69’ EIP E I P EIP E I P 45.12’ G L E N T . B R O W N I N G D B 1 1 8 2 P G 6 9 3 E L I S A D I A N E B U R R I S D B 8 5 4 P G 5 2 0 D B 1 5 0 4 P G 1 8 1 352.75’ EXISTING R/W EXISTING R/W E XI S TI N G R/ W E X I S T I N G R / W EXI S TI NG R/ W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W E X IS T ING R / W EXISTING R/WRAILROAD R/WRAILROAD R/W EXISTING R/WEXISTING R/W E X I S T I N G R / W EXISTING R/ W P . C . 1 2 S L . 4 5 9 T SCRUB - B Y 2 - 11 5 + 0 0 . 0 0 P O T - B Y 1- 9 8 + 8 4 . 3 1 P IN C I N V = 2 6 6 3 . 6 1 ’ T O P = 2 6 6 8 . 9 9 ’ IN V = 2 6 6 0 . 2 8 ’ 1 0 " H D P E U T I L I T I Y O W N E R S C O N C . B R I D G E C O L U M N S E L E V . = 2 6 6 9 . 0 6 ’ E L E V . = 2 6 6 9 . 1 3 ’ S C R U B R E P A IR P IT A B A N D O N C A R O R A U T O R E P A IR S H O P A R E A O N C E U S E D A S G A S O L IN E 113. 87’ +11. 9 9 D B 5 0 2 P G 1 4 3 D B 5 9 4 P G 3 0 D B 8 0 2 P G 5 0 7 J O Y C E L O V I N C H A R L E S E D D A U S T I N D B 8 5 4 P G 5 1 4 D B 6 5 3 P G 3 8 9 C H A R L O T T E , N . C . 2 8 2 0 2 P O B O X 1 0 0 6 , E C 1 0 Q 5 2 6 S . C H U R C H S T E E T D U K E E N E R G Y C O R P O R A T IO N P O W E RTHOMAS ALLEN & CONNIE K.LEDBETTER FAMILY TRUSTDB 1504 PG 181 T H O M A S A L L E N & C O N N I E K . L E D B E T T E R F A M I L Y T R U S T W I L L & E S T A T E S F I L E # 0 1 - E - 4 1 JOYCE LOVIN WILL & ESTATES FILE #01-E-41 DB 502 PG 143NORTHFOLK SOUTHERNCORPORATION200’ RAILROAD R/W JO Y C E LO V IN WILL & E ST A T ES FIL E #01-E-41 D B 502 PG 143 100’100’ N 6355’50" E239.84’ 60’ 6 0’EX ISTIN G R /W EX ISTIN G R /W N O R F O L K S O U T H E R N C O R P O R A T I O N 2 0 0 ’ R A I L R O A D R / W N O R F O L K S O U T H E R N C O R P O R A T I O N 2 0 0 ’ R A I L R O A D R / W RAILROAD R/W RAILROAD R/W 60’ N 8454’57" W 37.14’ 1 0 0 ’ 1 0 0 ’ RAILROAD R/W 10 0’ D A R K RI D GE CRE E K C O G D I L L M A R K A N T H O N Y 10 0’C O L U M N S B R I D G E C O N C R E T E RAILROAD R/W E X I S T I N G R / W E X I S T I N G R / W NORFOLK SOUTHERN RAILROAD R AIL R O A D R/ W R A I L R O A D R / W R AI L R O A D R/ WR A I L R O A D R / W RAILROADR/WNORTHFOLK SOUTHERN RAILROAD CREEK SCOTTS SCOTTS CREEK RAI L 3 6" W D 60’ C Y N T H I A & W A R R E N 60’ E XIS TI N G R/ W E XIS TI N G R/ W DARK RIDGE ROAD SR 1705 20’ BST D A R K RI D G E R O A D S R 1 7 0 5 2 0’ B S T SR 1537 WILLETS R O A D 23’ B ST EX ISTIN G R /W E XI S TI N G R/ W EXISTING R/W EXISTING R/ W EXISTING R/W E X I S T I N G R / W R / W E X I S T I N G R/W EXISTING 203’ W . E . 8 9 - E - 1 6 7 2 1 0 3 . 0 2 ’ L T + 0 0 1 2 9 . 2 4 ’ L T + 0 0 FF FF FF F F F F F F F F F F F F F NAD 83/ 95 N O T E 2 ) S E E S H E E T S S - 1 T H R O U G H S - ? F O R S T R U C T U R E P L A N S . 1 ) S E E S H E E T 6 F O R - L - P R O F I L E . REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 06-JAN-2014 15:21R:\Roadway\Proj\b4554_rdy_psh5.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S M ATCH LIN E TO SH EET 4 -L- STA 31+50.00 B - 4 5 5 4 5 JANUARY 25, 2013 - RIGHT O F W AY REVISIO NOCTOBER 16, 2013 - RIGHT O F W AY REVISIO N PER SUBM ITTAL DATED O CTO BER 9, 2013 - NAM E AND DEED BO O K CHANGES TO PARCEL 3RETAIN RETA IN R E T AI N RETAIN OUTLET CLEAN OUT CON C R E T E D I T C H BEG I N R E M O V E 1 2 6 S . Y . G E O T E X T I L E E S T . 6 0 T O N S C L A S S B R I P R A P TB 2 G I EXIST.24’16’24’ - L - S T S t a . 4 0 + 7 0 . 3 3 E N D M E D I A N B A R R I E R A T T E N U A T O R I A - 3 5 0 I M P A C T R E M O V E E N D T I P P R O J E C T - L - S T S t a . 4 0 + 7 7 . 3 3 P I s S t a 1 2 + 0 0 . 1 8 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 1 8 ’ S T = 1 0 0 . 1 6 ’ P I S t a 1 4 + 4 0 . 5 2 DL = 2 7 9 . 6 4 ’ T = 1 4 0 . 5 2 ’ R = 1 , 1 4 5 . 9 2 ’ P I s S t a 1 6 + 7 9 . 8 0 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 1 8 ’ S T = 1 0 0 . 1 6 ’ P I s S t a 3 8 + 7 0 . 4 9 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 1 8 ’ S T = 1 0 0 . 1 6 ’ P I S t a 3 3 + 5 5 . 0 6 DL = 8 7 5 . 8 2 ’ T = 4 6 0 . 5 5 ’ R = 1 , 1 4 5 . 9 2 ’ P I s S t a 4 3 + 3 2 . 9 7 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 1 2 ’ S T = 1 0 0 . 1 0 ’ P I S t a 4 6 + 5 4 . 2 4 DL = 4 3 9 . 2 9 ’ T = 2 2 1 . 3 8 ’ R = 1 , 4 3 2 . 3 9 ’ P I s S t a 4 9 + 7 2 . 2 5 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 1 2 ’ S T = 1 0 0 . 1 0 ’ - L - R O = 4 6 . 6 7 ’ - L - C S S t a . 3 7 + 7 0 . 3 3 - L - S T S t a . 4 0 + 7 0 . 3 3 - L - T S S t a . 4 1 + 3 2 . 8 6 40+ 00 3 5 + 0 0 GRAU 350 TL-310’8:1 E X I S T. 4 0 + 7 7 . 3 3 L T & R T E N D R U M B L E S T R I P S INV = 2 6 6 9 .7 5 ’ IN V = 2 6 6 8 .4 8 ’ T O P = 2 6 7 2 .6 6 ’ C B 15" CMP INV=2652.83’INV=2629.90’ 18" C M P 7 2" W D INV = 2 6 5 9 .4 6 ’ SCRUBSC R U B S C R U B S C R U B S C R U B S HTRCA N O P Y MT L 1 0 ’ G R G R T CONC A B N D H T R S S 7 2 " C H A IN L INK W/ MT L C A N O P Y S R 15 3 8 WILS ON D R . 17’ B S T ARBOR CO N C CO N C 10 ’ BST C O N C C O N C S 8’ G R BILLBOARD LOVE CEMETARY 8’ GR 1S F D C O N C GR L T CONC W/B A SEM E N T 1SB K D S 10’ GR W A L L B K 3 ’- 8 ’ W A L L B K 3 ’ - 7 ’ 10 ’ GR C O N C 9 ’ GR STEPS STEPS STEPS CO N C D IS H S A T 8 9 1 0 18" CMP 2 4 " C M P I N V = 2 6 3 6 . 9 2 ’ IN V = 2 6 3 7 .8 3 ’ 36" CMP 18 " C MP C O N C B O X 4 ’X 4 ’ CO NC WO O DS WOODS HW C O NC . - B L - 6 2 6 + 0 3 . 2 3 P I N C - B L - 7 2 9 + 5 5 . 7 2 P O T -BY3- 5+0 0 . 0 0 P O T E L E V . 2 6 8 6 . 7 1 ’ 3 3 . 7 5 L E F T - B L - S T A 2 9 + 1 2 . 0 7 B M # 3 E L E V . 2 6 4 0 .9 7 ’ 4 2 .2 3 R IG HT -B Y 3 - S T A 9 + 3 6 .0 7 B M # 6 US 23/74 EAST BOUND US 23/74 WEST BOUND 150.64’ 2 0. 4 4 ’ 5 2. 0 7 ’ 159.25’ 169.01’ 2 9 9 .16 ’ 121.22’ 6 1.9 9 ’ 92.14’9.81’105.62’63.03’ 7 9 .0 6 ’ 5 3 . 7 3 ’ 7 5 .4 2 ’ EIPEIP MO N R /W EIP EIP EIP 375.51’EIPCHARLES EDD AUSTIN 2 7 3 .4 0 ’ 10 3 .4 2 ’ 4 6 .5 1’ 2 7 .5 8 ’ 115 .35 ’ 4 .64 ’ E X I S T I N G R/ W 3.07’EIP EXISTING R/W E XIS T IN G R /W E X IS T ING R /W E XIS T IN G R /W E XI S T I N G R/ W EXISTING R/W E X IS T IN G R / W E X I S T IN G R / W EXISTING R/W EXISTING R/W - B Y 3 - 14 6 + 5 4 .8 3 P IN C - B Y 3 - 15 10 + 9 5 .5 2 P O T I N V = 2 6 6 7. 9 4’ C O N C . HW W 151.67’+55.92 116. 9 3 ’ + 6 3. 0 5 -BL-5 22+74 . 2 6 P I N C P . C . 1 5 S L . 1 7 9 D B 1 6 0 0 P G 7 0 5 C A R L A M . R O B I N S O N M E L I S S A A . M A T H I S D B 1 6 0 0 P G 7 0 8 P . C . 1 5 S L . 1 7 9 DB 854 PG 514 D B 1 4 7 P G 3 9 7 D B 7 5 3 P G 1 1 5 F R E D L . & H E L E N P A R K E R DB 1964 PG 105 EXISTING R/W EXISTING R/W E X IS T IN G R /W EX IST ING R /W EXISTING R/W E X IS T IN G R / W E XIS T IN G R /W D B 1 9 0 2 P G 1 7 8 W I L L I A M H U T C H I N S O N JEFFERY LINN FISHER RENEE FISHER PHILLIPS&PDE3144’ RT +98 +00130’ RT +88 122.78’ RT130.64’ RT +20 F FFFF F F F F F F F F F F F FFF F F NAD 83/ 95