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Home My WebLink About20160136 Ver 1_Application_20160212Transportation Februaty 12, 2016 U. S. Army Corps of Engineers Regulatory Field Office I51 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mt•. Steve Kichefski NCDOT Coordinator PAT McCRORY Governor NICHOLAS J. TENNYSON Secre[ary Subject: Application for Section 404 Nationwide Permit 23 and 33 and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 55 over Lance Creek on SR 1557 in Watauga County, Federal Aid Project No. BRZ- 1557(2), Division 11, TIP No. B-5118, Debit $240 fi•om WBS 42256.1.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 55 over Lance Creek with a 37' long, single-span cored slab bridge on the existing alignment. Traffic will be maintained during construction via an off-site detour. Additionally, there will be an onsite detour for� emergency vehicles only. As a result of the bridge replacement, there will be 52 linear feet of permanent stream impacts and 0.01 acre (16 linear feet) of tempora�y stream impacts. The temporaiy impacts result from the excavation of the bridge bents and the keyed in rip rap that will be buried upon bridge completion. The permanent impacts result from subsequent rip rap fill along the edge of the stream near where the old bents were removed. Please see enclosed copies of the Pre-Construction Notification (PCN), DMS acceptance letter, stormwater management plan, permit drawings and design plans for the above-referenced project. The Programmatic Categorical Exclusion (PCE) was completed on Jtme 27, 2014 and distributed shortly thereafter. Additional copies are available upon t•equest. This project calls for a letting date of June 21, 2016 and a review date of May 3, 2016; howevei•, tl�e let date may advance as additional fimding becomes available. �Nothing Compares�_ State of North Carolina I Department of I ransportation i, PDEA-Natural Environment Section 1020 Birch Ridge Dri��e, 27610 ! 1598 Mail Service Center � R�leigh, North Carolina 27699-1 �93 919-707-6000 T 919-212-5785 P A copy of this pennit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.govh•esources/Environmental. If you have any questions or- need additional information, please call Erin Cheely at (919) 707-6108. Sincerely, .� Richaj-d W. Hancock, P.E., Managet• Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List �oF,�pr�� Office Use Only: � � o � Corps action ID no. �,., � o � DWQ project no. Form Version 1.3 Dec 10 2008 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: 23 & 33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge 55 over Lance Creek on SR 1557 2b. County: Watauga 2c. Nearest municipality / town: Foscoe 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5118 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 applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6108 3g. Fax no.: (919) 212-5785 3h. Email address: ekcheely@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 1 a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 36.17313 Longitude: - 81.73958 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 1.25 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Lance Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C; Tr 2c. River basin: Watauga 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: The land use within the vicinity of the project consists of about 80% forest land, 15% developed or disturbed lands (roadsides and residential areas), and 5% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 570 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a structurally deficient (sufficiency rating of 12.5 of 100 and structural evaluation appraisal of 3 of 9) and functionally obsolete bridge (deck geometry rating 2 of 9). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 26-foot single-span bridge with a 37-foot single-span bridge on the existing alignment as well as constructing a temporary on-site detour for emergency vehicles only. All other traffic will be detoured off-site during construction. 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: Only perennial streams within project study area. 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): Kris Dramby Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. See 4a above. NCDOT is requesting PJD with permit. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Temporary (T) Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0 Permanent 0 Temporary 2h. Comments: No wetlands within project footprint. 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 jurisdiction Average Impact length number - (PER) or (Corps - 404, 10 stream (linear feet) Permanent (P) or intermittent DWQ — non-404, width Temporary (T) (INT)? other) (feet) Site 1� P❑ T Fill (rip rap) Lance Creek � PER � Corps 15 52 ❑ INT ❑ DWQ Site 1❑ P� T Excavation Lance Creek � PER � Corps 15 16 ❑ INT ❑ DWQ (0.01 ac) Site 2❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 52 Perm 3h. Total stream and tributary impacts 16 Temp (0.01 ac Temp) 3i. Comments: Temporary impacts are associated with the excavation necessary to remove the existing bents. The permanent impacts are due to rip rap fill that will be keyed-in. 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. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary (T) 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: No open water within construction limits. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Pond ID Proposed use or number purpose of pond Flooded Filled Excavated Flooded Filled Exca Flooded vated P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require 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) Temporary (T) required? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: This project is not located within a protected buffer area. 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. The proposed replacement bridge will be on the same alignment as the existing bridge. Best Management Practices (BMPs) will be used on this project to minimize stormwater impacts. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Traffic will be maintained via an off-site detour during construction with the exception of emergency traffic that will be allowed to use a temporary on-site detour. Design Standards in Sensitive Watersheds (DSSW) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving streams due to erosion and runoff to the maximum extent possible. The NC Wildlife Resources Commission (NCWRC) originally requested a trout moratorium on in-water work from October 15th to April 15th. In consideration of the function of the golf course and local needs, NCWRC was willing to waive the early part of the moratorium in anticipation that Design Standards for Sensitive Watersheds will be well maintained during construction. The trout moratorium on in-water work will be from Jan 1 st to April 15t" 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State � Yes ❑ No 2a. Does the project require Compensatory Mitigation for � Total stream impacts requiring USACE mitigation = 52' impacts to Waters of the U.S. or Waters of the State? (no mitigation required by DEQ due to impacts <150') If no, explain: 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: 52 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool �cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acre 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the 16 linear feet (0.01 acre) of temporary stream impacts. These impacts do not require permanent fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. and are not subject to compensatory mitigation. 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: If required from 1a, see attached buffer permit drawings. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No 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 N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: Programmatic Categorical Exclusion (PCE) approved 6/27/14 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 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? As of July 24, 2015, there are nine federally listed species for Watauga County. Of the nine species, eight of them have no habitat present within the project area. The remaining species is the Northern long-eared bat (NLEB). Screenings and/or surveys have been conducted for the recently listed NLEB and concurrence will be requested as soon as a memo is prepared with the results of the screening/survey. It is anticipated that the biological conclusion for this species will be "May Affect, Not Likely to Adversely Affect" and that concurrence from USFWS will be obtained prior to the June 2016 let date (the need for concurrence may change when the new 4(d) rule goes into effect on February 16, 2016). 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �o�' Richard W. Hancock, P.E. z'�� ,��G ApplicanUAgent's Printed Name Applicant/Agent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is provided.) 11 Environmental Quality PAT MCCRORY w;6vea�•ftar DONAI.D R. VAN DER VAART Secretflry November 5, 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: B-5118, Replace Bridge 55 on SR 1557 over a Creek, Watauga County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on November 5, 2015, the impacts are located in CU 06010103 of the Watauga River basin in the Northern Mountains (NM) Eco- Region, and are as follows: Watauga Stream Wetlands Buffer (Sq. Ft.) 06010103 Non- Coastal � Cold Cool Warm Riparian Zone 1 Zone 2 Ri arian Marsh Impacts 52.0 0 0 0 0 0 0 0 (feet/acres) *Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See pernut 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, Jam s B. tanfill Cred� anagement Supervisor cc: Mr. Andy Williams, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR File: B-5118 Stale of NorYh Carolina � Environmental Quality 1601 MailServiceCenYer i Raleigh,NorthCarolina27 699-1 601 919J07-86D0 I-1[ hWa North Carolina Department of Transportation � �Stor�Yi�vater � i ,,,,,,,,,,,, Highway Stormwater Program �'i STORMWATER MANAGEMENT PLAN _. (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: B-5118 County(ies): Watauga Page 1 of 1 General Project Information Project No.: B-5118 Project T pe: Brid e Re lacement Date: 9/8/2015 NCDOT Contact: Paul Atkinson, PE Contractor / Designer: Rachel Evans, PE Address: 1020 Birch Ridge Drive Address: �020 Birch Ridge Drive Raleigh, NC 27610 Raleigh, NC 27610 Phone:919-707-6707 Phone:919-707-6719 Email: Email: City/Town: Boone County ies : Watauga River Basin s: Watau a CAMA Count ? No Primary Receiving Water: Lance Creek NCDWQ Stream Index No.: 8-8- 2) NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C Supplemental: Trout Waters (Tr High Quality Waters (HQW) Other Stream Classification: None 303(d) Impairments: None Buffer Rules in Effect N/A Project Description Project Length (lin. Miles or feet): 0.066 mi. Surrounding Land Use: rural, wooded, residential, golf course Proposed Project Existing Site Project Built-Upon Area ac. ac. ac. Typical Cross Section Description: 30' ROAD SHOULDER SECTION; 2- 11' LANES, 4' TO 7' SHOULDERS. 33' BRIDGE 18' ROAD SHOULDER SECTION. EXISTING BRIDGE: 2 LANE, 19.25' CLEAR OUT TO OUT; 29.4' CLEAR ROADWAY; 2- 11' LANES, 3.7' SHOULDERS. ROADWAY, 20.16' BRIDGE OUT TO OUT. Average Daily Traffic (veh/hr/day): Design/Future: ADT 2035= 2500 Existing: ADT 2013= 1654 General Project Narrative: Replace existing 1@25'7", timber floor on I-beams bridge with a 1@35', 21" cored slab bridge at existing location. Off-site detour required. This project has a storm drainage system collecting a small amount of bridge/road discharge which will be dissipated by a rip rap pad. This project also has a storm drainage system collecting a small amount of road discharge which is treated in a grass lined ditch before entering the drainage system and discharging into Lance Creek. There are no wetlands associated with this project. References � C� � � � V � � O V See Sheet 1-A F�or Index of Sr�ets OFFSITE DETOUR. TO NC 105✓ BOONE TIP PROJECT B-5118 �� %�5�� `� �II� ��YS WA TA UGA CO U1�TY GLI PERMIT DRAWING SHEET 1 OF 6 I LOCATION: BRIDGE #55 OVER LANCE CREEK 01V SR 1557 � (SHULLS MILL RD.) � 0 o� TYPE OF WORK GRADING, DRAINAGE, PAVIIVG, AND STRUCTURE � 00 WETLAND �� , ;�. NOTES: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TRAFFIC IS TO BE MAINTAINED WITH AN OFFSITE DETOUR. LOCAL EMERGENCY VEHICLE ACCESS DETOUR ONSITE. GRAPHIC SCALES `I77T��o ao PLANS 20 10 0 20 40 PROFILE (HORIZONTAL) 4 2 0 4 8 PROFILE (VERTICAL) DESIGN DATA ADT 2014 = 1692 ADT 2035 = 2500 DHV = 12 % D = 55 % T = 5 % * V = 40 MPH * TfST =1°/a DUAL 4°/a FUNC CLASS = LOCAL SUBREGIONAL TIER UQ STREAM IMPACTS ZZ � SITE 1 / TAT2 E PROIECT REFERENCE NO. �� B-5118 PROI. NO. . w. PROI. NO. 42256.1.1 BRZ-1557 2 42256.2.FD1 BRZ-1557(2) 42256.2.FDU1 BRZ-1557 2 42256.3.FD1 BRZ-1557121 � EscRIPT1oN P.E. UTIL CONST. s"�■��1/� t��\``l *�'��'�* �'�I�E i�f�� -�l,�a�_��i �►� �i►�, �r��►�i►'�'r►�,�� j*� ,�1,R�•�� #�,�=� r,+,. IDGE � �� I + . / � / � �� 1 I I1 \ I � I \ � \ � ,� \ \ -, � � �V �, � �O � � � \o�� ti� \� � ,� �; TIP PROJECT B-5118 PROJECT LENGTH Prepared in /he Office of: DIVISION OF HIGHWAYS /000 Birch Ridge Dr., Raleigh NC, 27610 LENGTH ROADWAY F.A. PROJECT BRZ-1557(2) = 0.059 MI zmz szANnAan sr�crFrca�,o,vs LENGTH STRUCTURE F.A. PROJECT BRZ-1557(2) = 0.007 MI RIGHT OF WAY DATE: JASON MOORE, PE TOTAL LENGTH F.A. PROJECT BRZ-1557(2) = 0.066 MI OCTOBER 17,20�4 -''RO'E°TE"�'NEER- LETTING DATE: JEANIE TYSON J U N E 21 ,�L O� 6 PROJECT DESIGN ENGlNEER BRIDGE CLOSURE AVAILABILITY HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. ��.d��a�� .�� DO NOT L�SE FOR CONSTRUCTTON � 0 a � rw �� o oN �o �o o� W LL N O 0 �Z 00 �� o �� a� �r DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLASS I RIP RAP IMPACTS IN SURFACE WATER IMPACTS I N SURFACE WATER OHE CLUB.INC , REMOVE EXISTING BRIDGE � w \ AND EXCAVATE TO N.G. N (� N J \ +a FLAT GRATE TB 2G1-D — r � \ � E— ° z � � esT � F ��RT PATH o� w � �� ° � � _� �� 0 � +� � � � � x X-€�+s�r�x�— - � � = Z Q 0 � N M + �� SHULLS LL RD SR 1557 /9' BST � � ° � _ �x+�� v� x � � — _ - � � — / POT STA. 10 + 00.0 � E � �� B G TIP PROJECT B-5118 �� ,s-/ � � � � / -�-�� 1�� / ��o LL oz� �� / �w Ww I ~ N Z 0 W O oza �o� o�o �� o��W N pZJ QO? z - o _ w � � �� F LAT GRATE � 2G1-D , i / �� HDP �,,�� coN�- ,, ,� �- / / / O / ��/ � tee � /P�� HE CLU . � �i - ��o�� 15" RC P-I I I / (j� ��` � /�(�CL B RIP RAP cj / • �% EST 1 TON TEMP. IMPACTS �� GEOTEXTILE EST 5 sY IN SURFACE WATER SKETCH SHOWING BRIDGE�ROADWAY RELATIONSHIP i I ;� „ , „ ,,,, AT-1 ^� AT-1 I Dr1T -L- E III "' I TYPE III �� AT-1��YPE II ^ STA. 11 + 72.38 BRIDGE "' TYPE II _i _ pn� T-1 � 1 \`� 1 � GLI � �1 I q8" ROCK WALI_� �I � � � ��s �, r� \� ��1 ��` ? i �� b S ITE 1 � � �� r I I � �� s°�N 36" ROCK WALL �` �� li ee � � a � � �� ROCK STEPS � �i� �'P��I 0 PROJECT REFERENCE NO. SHEET NO. B-5118 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 8� ��.�� DO NOT USE F R CONSTRUCTION � �ST � �\ PERMIT DRAWING �� Bs� SHEET 2 OF 6 � ��i� ��. �UARD HOUSE � � \ , �. �. � , ,� i � � `, � . . -� � _ _ _ � / (�,�� W�M��RB � / (� � �� r� I � � • e� � � � �� c� � S - a , , , � ��' o�� ° � � , � . _ �� `�' � T � z LT � � � � i� �� R � � E � � � �� r � �TO � � � ` � — � O� � �„� �� , , � � �T � \� � \\ '—' F � r �� e � R 1,�, rD � ��' „ �� 2 G I-D �� I��,o 1 �� G � �� `f- � \ L� �� 5 -----, � � �� . .\\ � \ � �� s ��. � �, �� A �� '��, ��. � �,, � �� ` � �� \�� -\ � �\, � � � �� ; � � � �� —�s� A` � � ��_ -f-�� '� � \ � G Q T E E � ---- ,�� , �� \� , o � � —L--� � � + � � � G iRe � �s�, �ENQ�� TIP PR ��' B-5118� „ es� � � \ �� , � \�� \�.;,� _ � `r � � 6 � c�� \. `� � � , , — EXTEND PROP. BRID�E WINGWX�q � �� X V 'y� � ` � � TO FORM PRO�HW AROUND EX� �,� '� �, � /�� 2 " PP AND�� TIE T� EX. WALL• �\� ��, � . I I/� � i� @36 C O , SHORTEN EX. PIPES AS NEEDED NOTE: NO IMPACTS DUE TO PROP. DETOUR NOTE: FOR COMPLETE VIEW OF PROPOSED TEMPORARY UTILITY EASEMENT LIMITS, SEE SHEET 4A. DETAIL B SPECIAL LATERAL 'V' DITCH ( No++o S�ole) No,�,o� � , ��, � F�� Gro�nd �.� ��o�e Slope D Min. D = 1.0 Ft. � -PROP. DETOUR ACCESS FOR EMERGENCY VEHICLES. FOR DETAILS SEE SHEET 5. -�- sTA.,2+eo To sTA.,s+2s RT SEE SHEET 6 FOR PROFILE SEE SHEET S-1 THRU S—?? FOR STRUCTURE PLANS � ,� � � j j / Q ` I � Q � C�l � �� j� v I� � -� � _ , , � GLI � — — � �� - � � � � � � � � ,. DENOTES IMPACTS IN � - � - � � I / � �� I � . _. ,--_ � � / � �� \ m 1 l I ; ' I I . � SURFACE WATER ` �_� �� 9;��,ti � I 1/ � I o � � � � � � / �/ � , � . I a �<>r � i � �, � � � � � / , � � V � � � � � �� - � � � � 00 �P OTES TEMPORARY �' CLASS� I R�`f� �"� 1 � f �� = �' q8" ROCK W�� I I� _ - .._ . ._ ACTS IN SURFACE WATER � � 1 I � I � � I � �� _ PROJECT REFERENCE NO. SHEET NO. \ � �' � � , � B-5118 4 � \�, � �� RNJ SHEET NO. y . - .. �` ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER o ) � � �, \° , � � a�` � � � �� ` �\ — ��.d�dN �� ,.��v� W NOT USE F R CONSTRUCTION _ _ o° �� , ' ' ' SIT� _l � �, —_ �J� , � o ' �� IMPACTS I N ' I I " l I �� ' ��\ PERMIT DRAWING I � / � � ( �'��„�� ROCK �� ' SFYEET 3 bF 6` °o �� SURFACE WATER , , �. � ; � ; � �� z.� �, si�N � � �BST ,� � , � /� � A� �,� ``� � , q'Q�/��, A a � � _ _ -� HE CLUB.INC � � � � ' I ' S6" ROCK WALL �� w GUAR ' \ �� \ �, � � .�� '� / � , � �1 \ � =� �'�� Ho�sE \ ��, ,� �� ', � � � � Q � � ' � � �� '� j; � � � � � • �� z �� RE�10V��,�EX�STING BRIDG�� , �� Y � • � � w � � � �a ',, � A R� i NZ , � rJ N.G. - — ��' � P � % �� AN D ; EXCkVA�� T � - � ROCK STEPS �� i � � _ _ ` �� --- � _ = - X �� 1 ,�-� - — — � c� c9 �`. � ' V � — � � �� .� � . / / ^ Q \ �rf� i _ — -- _ — � �/ i �o \\ FLAT GRATE TB 2G1-DE � �� BST � F CART� PATH 6 r 1-IDF1�E � � Pw I —-- - �F � o �� - _ � � � � - - w � � � � - � � � � �, �� = x�� -�- _ —� --� � - = y� , ` � � __ o � o - _ - - -� - - - � — Ri��;_ X:� oo� � �� TFE � J� % SHULLS LL RD SR 1557 /9' BST � io - -_'" � � — --- - _ _ - o � - � o � � a��l�� vv _ � X � - — — —�� = , _ s � LL / -- e � '� � � � 1 � �j � Z� / _ �� _i .�� e � I \ � � , � �o � , , -. . G � � S , �, . �c�� L 1- � � � � � � � �T � � z �'.LT ` � � � i/ � �� R ° � � � o �'�� T o �� , � `� _ � r ., �� o �� \� � � \ � � � � �� T � � \ � _�__ �, �� 5 -_==-' � \ e , �� `�j � — — E � p �� , W � ,. < i F �� ;� �� - - ROT STA. 1 � +�,0.0 �j� -�v �' � �� " /�� - � � � \-r�e � � � � \� �s �� _ Q a � � � �� ' R � lp � �A � � = � `�� B G T PROJECT Bfi5118- �� -- � " � �� , � � � / � � � _ � � � � �� , - - � � _ � � '1-� � � � ` �� ' ' �� ; � � � � � ��'�� ` _ � / � ' C� � \ _� „ � � , - _ - � , � i" -,n_(" � ��-� �J � ��J i �� -- — �9_ ` � � � � � � � �� t e 3�„ �� 6, ��, �� - � � � , � � � �� o i l �. �� , � ,-� �c - 2�1 . ` � ;� � - j � � � `. o \, � � � � � �� - - _ -�-� � � � LL 0 � .tl. .. � .._.- � , � � � � 1 � l � � �' ` j S _ „ o � , 1� �, � � " �� LAT GRATE 2�i`��Q �=�� / � `� � , � �� ,� � \ . � �,� o w � - _ , � � �� z� � � W w I / \ \ �$ � / � \ - � \ {n . � _ �, . _ � , �, / — ___� 0 W O � / / / I , \ . � � � - � oz� �,/__ ,�� /�/ — O t,�� "E E � v � .�,, � ��, 1 � �A�E - �o � �� P�� H CLU . _ / � % � o �/� � ��. �� + � � �� ' �_� � �- — '�' , �� F � �5 R� �� I � � �� EN �� TIP PR � �C� B-511 � `� � � � � o � � ��; �oi , �; - � / Ci � F � �� . � ST � Q � -��, �� „ es ; w"� �s __ � l F � � \� 1 � , 6 , „ ; a o 5 �� ., � ��CL B' �I�' RAP � � � � � � � �� / ��F�,�� S � � < � z � % E�T � TON . � . � __ /, f , c� � � i , � � � , � �EMP. IMPACTS �, ;� �� ' \��V �� 3�� ,. '� � '� - �x ,i , -- _ i '��OTEX�I�E _ ,( E�(TEND PROP. �D �W1N�V�/��T� �� . ,o � , � � \ � �! AR�JUND EX� �,� � � v� / �� > � � r. EST 5 �SY � IN SURFACE WATER � ��,,�� TO F�ORM ,�PR�P�HW% �, � � i� � � -� �� 2@36 CPP Al�d"D�� TIE TO� �X: WALL; � ��_4 „ .( �� / -� _ . ,,� SKETCH SHOWING BRIDGE�ROADWAY RELATIONSHIP /� SHORTEN EX. PIPES AS NEEDED � -L- POT STA.11+61.38 AT-1 M� AT-1 _L- POT STA.12+20.63 NOTE: NO IMPACTS DUE TO PROP. DETOUR � RFC�IN �PPRf�AC'H ci eR ��YPE III TYPE III �� END APPROACH SLAB � � � � � w �� AT-1��YPE II� �n -L- POT STA. 11 + 72.38 � BEGIN BRIDGE �'' TYPE II _i _ pn� T-1 � -PROP. DETOUR ACCESS NOTE: FOR COMPLETE VIEW OF PROPOSED TEMPORARY UTILITY EASEMENT LIMITS, SEE SHEET 4A. DETAIL B SPECIAL LATERAL 'V' DITCH ( No++o S�ole) No,�,o� � , ��, � F�� Gro�nd �.� ��o�e Slope D Min. D= 1.0 Ft. FOR EMERGENCY VEHICLES. FOR DETAILS SEE SHEET 5. -�- sTA.,2+eo To sTA.,s+2s RT SEE SHEET 6 FOR PROFILE SEE SHEET S-1 THRU S—?? FOR STRUCTURE PLANS IMPACTS SU RFAC E TEMP. U.,� ,-.� � � IN SURFACE WATER rr��n i��ne �T� E WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER �� `�^ �� ■ ■ ■ ■ ■ ■ ■ ■ ■ ACTS I N FAC E WATE R 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) (tt) (ft) 1 -L- STA 11+7g TO CORED SLAB BRIDGE < 0.01 0.01 52 16 -L- STA 12+05 TOTALS: < 0.01 0.01 52 16 0 NOTES: � �f � a � � T D �' � m� � `�,�', o� �� N�w �� ,,a 0 oz N �� O Q o� �� OQ'W See Sheet 9-A For Index of Sheets .. � V W O QC � � � � OFFSITE DETOUR. = TO NC 105/ E BOONE ��.�-��, �� f�� . �� WA TA UGA CO U11tTY LOCATION: BRIDGE #55 OVER LA11lCE CREEK 0111 SR 1557 (SHULLS MILL RD.) TYPE OF WORK: GRADI11tG, DRAI11lAGE, PAVIIVG, A11tD STRUCTURE BEGIN BRIDGE ��11 + 72 .3 8 __ � �,\ -L- , BEGIN TIP PROJECT B-5118 - - T . 10 + 00.00 ; � , �"��■ �� i�\�`1 i�'��'�� l��i/,��,, �i��r�� , ir�t�ti►'r''�►%j� �7it ��'�� s►� r.+. � � � � , /� END BRIDGE � � � � - . + . � �� i / \ ' � � �� , ' , � � -�- =�� t 1557 �_ � �� I ��- \ \ J --- - � � � �,—� � �o � \ � �_� �\ ' �. � � � �� A / � \4� � \ � � � � `��. \ / / ,% i �� EMERGENC � � � C � � / � � -DET �CCESS DETOUR � _ ��O � ��/ �� , i'/ � ' � � �s�_ �s ��- i � � � � �. � NOTES: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TRAFFIC IS TO BE MAINTAINED WITH AN OFFSITE DETOUR. LOCAL EMERGENCY VEHICLE ACCESS DETOUR ONSITE. END TIP PROJEC - - . 1 +5 . PRELIMINARY PLANS DO NOT USE FOA CONSTRUCTION Prepo�ed ln the Offlce of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIG11l DATA PROJECT LENGTH ADT 2014 = 1692 DIVISI0111 OF HIGHWAYS 20 1� � 20 40 1000 Birch Ridge Dr., Raleigh NC, 27610 ��P ADT 2035 = 2500 � °� � c � �� -� � DHV = 12 % LENGTH ROADWAY F.A. PROJECT BRZ-1557(2) = 0.059 MI Zo,2 STANDARD SPE�,F,�AT�oNs �� '�� PLANS D= 55 % LENGTH STRUCTURE F.A. PROJECT BRZ-1557(2) = 0.007 MI S.�NAT�aE: P.E. � � 20 l0 0 20 4o T— 5 ��a * RIGHT OF WAY DATE: JASON MOORE, PE � � V= 40 MPH TOTAL LENGTH F.A. PROJECT BRZ-1557 2= 0.066 MI OCTOBER 17, 2014 ''RorE�T EN��NEER ROADWAY DESIGN �,, 0. PROFILE (HORIZONTAL) * TTST =1% DUAL 4% () ENGINEER B'g.�� ' 4 2 0 4 g FUNC CLASS = LETTING DATE: JEANIE TYSON �� 8�� LOCAL JUNE 21, �LO�6 �'ROJF,CT DFSIGN ENG/NF,F.R PROFILE (VERTICAL) SUBREGIONAL TIER BRIDGE CLOSURE AVAILABILITY P.E. NOVEMBER 1 2016 SlGNATURE: Note: Not to Scale *S. U.E. = Subsurface Utiliay Engineering BOUNDARIES AND PROPERTY.• State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary � ❑ E[M i23 —x x x— Known Soil Contamination: Area or Site � Potential $oil Contamination: Area or $ite ��: BUILDINGS AND OTHER CULTURE.• � ,�. .�. Gas Pump Vent or U/G Tank Cap O Sign � �/@�� w Small Mine 5Z' Foundation � Area Outline 0 Cemetery 0 Building � School -f �� Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir lurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump � � ----J �s — — BZ 1 BZ 2 �`��'�°i[°IE �1F' 1��1I��]�[ �C�i��1L��.� �� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Standnrd Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF Wf1Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with _ Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite WW Marker Proposed Control of Access Line with Concrete GA Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement � CSN TRANSPoRTA7/ON 0 MlLEPoST 35 � swrrcn � � /.a ��✓ �� ✓ E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp CR Existing Metal Guardrail Proposed Guardrail T T T T Existing Cable Guiderail n n � P d C bl G'd 'I n n n n ropose a e ui erai ` Equality Symbol � Pavement Removal °� �" ^ l�EGETfITION.• � Single Tree �� $ingle Shrub � Hedge '"" ��: �* Woods Line �""'-' Orchard Vineyard EXISTING STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: fl fl �? fl Vineyar0 CONC - � CONC WW I � CONC HW �--------� � CB � 5 • • U ►/ n •� � Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole OO Telephone Booth ❑O Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable ' Designated U/G Telephone Cable (S.U.E.*) — - - - -�- - - - Recorded U/G Telephone Conduit �� Designated U/G Telephone Conduit (S.U.E.*� - - - -��- - - - Recorded U/G Fiber Optics Cable �°� Designated U/G Fiber Optics Cable (S.U.E.*� - - - -* ��- - - WATER: Water Manhole OO Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line • Designated U/G Water Line (S.U.E.*�— - - - -•- - - - Above Ground Water Line A�c wa.e� rv: TV Satellite Dish CC TV Pedestal ❑O TV Tower � U/G N Cable Hand Hole HH Recorded U/G TV Cable �° Designated U/G N Cable (S.U.E.*) - - - -*�- - - - Recorded U/G Fiber Optic Cable T° F� Designated U/G Fiber Optic Cable (S.U.E.*� ----�� F�- -- GAS: Gas Valve 0 Gas Meter � Recorded U/G Gas Line ° Designated U/G Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line A�c cas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0+ U/G $anitary Sewer Line ss Above Ground Sanitary Sewer A�c sa�,ta�Y sewa� Recorded SS Forced Main Line F�� Designated SS Forced Main Line (S.U.E.*) — - - - -F�s- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • 0 O ❑s —��,�— � � � AATUR E.O.I. 0 N NC DOT GPS STATION B5118-1 LOCALIZED PROJECT COORDINATES � N = 893268.4839 E =1189945.0029 NC DOT GPS STATION B5118-2 LOCALIZED PROJECT COORDINATES � N = 893039.0702 E =1190921.7815 DATUM DESCRIPTION BL SUR VEY C01�lTROL SHEET B-5118 F'OINT DESC� N01,Ti—i F�ST ELEVATION B51182 GPS B5118-2 8`�3C�39a�7�2 119�92107815 BL3 BL-3 893��2a6�6� 11915�803921 BL4 B�-4 8y2�05o6247 1191739a2y8q BM�I ELEVRI��TON = 2y�8o1�1 N 8`�2`�24 E 1 1� 174� OUTSICIE PROJECT LIMITS CHISELED SI�URRE IN SE HERDWqLL OVER CREEK — — T0�5 BEGIN TIP PROJECT B-511 -L- STA. 10 + 00.00 N = 893069.9484 E =1191282.9933 THE LOCALIZED COORD[NATE SYSTEM DEVELOPED FOR TH[S PROJECT [S BASED ON THE STATE PLANE COORDINATES ESTABL[SHED BY NCDOT FOR MONUMENT "B5118-2" WITH NAD 83/CORS96 STATE PLANE GRID COORDINATES OF NORTH[NG: 893039.0702(ftl EASTING: 1190921.7815(ftl ELEVATION: 2906.34(ftl THE AVERAGE COMBINED GR[D FACTOR USED ON THIS PROJECT (GROUND TO GR[Dl IS: 0.999867817 THE N.C. LAMBERT GRID BEAR[NG AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B5118-2" TO -L- STATION 10+00.00 [S N 85°06'50" E 362.53 ALL LINEAR DIMENS[ONS ARE LOCALIZED HOR[ZONTAL D[STANCES VERTICAL DATUM USED IS NAVD 88 u --� �� -L- - � 1 -- �� _ _1 / �— — —T / � / � �`�� / / � i i� s NOTE: DRAWING NOT TO SCALE NOTES: L ST�TION OPF�Ei 29�6034 OUTSIDE PROJECT LIMITS 29�40�4 12�2602� 12 2��703� OUTSIDE PRDJECT �IM�T� PROJECT REFERENCE NO. 42256.1.1 Location an 42 Lf NC GRID NAD 83/CORS96 SHEET NO. 1C � n� /� END BRIDGE � � J I -- . + . I I // �� / � � � � � � \ _ � l I R 1557 �� / I �� — � \ \ \ � ;�\-� � T��\ � \�\ �w�� \� ,�� o 1 �c � � �✓s�� s E L �STAP 13 + 50 00 B 51� N = 893067.3612 E =1191631.0774 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS.//CONNECT. NCDOT. GOU/RESO URCESiLOCATION/ THE FILES TO BE FDUND ARE AS FOLLOWS: B5118_LS_CONTROL. TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED,PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. � INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. Vc M � U w � z � z � Q � � O w � O ¢ V � � W � � Q z O N i Z � � W 0 PAVEMENT SCHEDULE PROP. APPROX. 2.5�� ASPHALT CONCPETE SURFACE COURSE, TYPE SF9.5A, C1 AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURPACE COURSE, TYPE SF9.5A, C 2 AT AN AVERAGE RATE OF 110 LBS. PER S�. YD. PER 1" DEPTH. TO BE PLACEO IN LAYERS NOT TO EXCEED 1.5" IN DEPTH. D1 PROP. APPROX. 2.5" ASPHALT CONCRETE INTERME�IATE COURSE, TYPE I19.06, AT AN AVERAGE RATE OF 285 LBS. PER S�. Y0. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER 5�. YD. PER 1" � 2 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%2�� IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHA�T CONCRETE BASE COURSE, TYPE 625.OB, AT AN AVERAGE RATE OF 456 LBS. PER S�. YD. PROP. VAR. DEPTH ASPHAIT CONCRETE BASE COURSE, TYPE 625.OB, E,Z AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER THAN 51�2" IN DEPTH. �J PROP. 6" AGGREGATE BASE COURSE. T EARTH MATERIAL. �J EXISTING PAVEMENT. NJ VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEOGING DETAIL). NOTE: PAVEMENT E�GE SLOPES ARE 1:1 UNLESS SHOWN OTHEPWISE. � -L- 29.5' 3.75' 11' , 11' 3.75' 1 GRADE I t 3i 4„ � �POINT � �/ � B G. p`02 \ I (-� B G. D�02 ��RG � \./ TYPICAL SECTION ON STRUCTURE -L- STA. 11+72.38 TO 12+09.63 � -D ET- 16' 8' 8' oA2 ou02 EXISTING GROUND �(((-`(((�((( �((( �(((.-`((l � TYPICAL SECTION ON DETOUR -DET- STA. 10+09.09 TO 12+25.88 (FOR EMERGENCY VEHICLES ONLY) EXISTING GROUND �(((�t(� ��«� c EXISTING GROUND �(cc�t(� � �«-� 3.� � SURVEY Detail Showing Method of Wedging � -L- 8' 4' 11' 11' 4' 7' W/G R � 7' W/G R 2� C� � I GR.4DE � C� 2' ' POINT o.os o.oz � o.oz O.Of ,:1 9„ �.--- T 9„ El Dl� U W � — �El Dl GRADE TO THIS LINE TYPICAL SECTION NO. 1 $- q:l � -L- 4' 11' 11' 7' W/G R � 2� � I GRADE � POINT �.os o.02 � 0.02 — — — � — — — 9' T W U Cl I (� GRADE TO THIS LINE — TYPICAL SECTION NO. 2 4' 7' W/G R 1" I SFF ?� I X SF�T�oNs GROUND )U=)))�U)� PROJECT REFERENCE NO. SHEET NO. B-5/l8 2-A ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTR[ICTION USE TYPICAL SECTION NO. 1 -L- STA. 10+50.00 TO 11+72.38 (BEGIN BRIDGE) -L- STA. 12+09.63 (END BRIDGE) TO 12+55.13 SFF ?�� X SFCT/pNs GROUND )U�)))�U).� USE TYPICAL SECTION NO. 2 -L- STA. 12+55.13 TO 13+10.00 � \ ` � ' \ �" PROJECT REFERENCE NO. SHEET NO. � -�- �XTEND PROP. BRIDGE WIN�M/AL� � B-5718 a � Pl Sto 13+02.63 Pl Sta 13+86.07 Pl Sto 14+7/.53 Pl Sto 15+99.10 Pl Sta 17+85.84 FORM PROP. HW ARO D PROP\ � SHEET NO. �= 22' 20' 57.0" (RTJ �= 22' 4g 0/.2" (RT10 = 4g 49' 2/.3" fRTI �= 50' 37' 0/.0" fRTJ 0= 45 24' l7J" f 1 � -� ROADWAY DESIGN HYDRAULICS �� ENGINEER ENGINEER � D= 22' S5' 05.9" D= 32' 44' 25.6" D= 52' 05' 13.5" D= 40' 55' 32.0" D= 52' 05' 13.5" - � 15 RC P AN D TI EM�� E ALL � � L= 97.52' L= 69.69' L= 95.65' L= 123.68' L= 94.85' � G R A S S �� °� o� ° T= 49.39' T= 35.3/' T= 5/.09' T= 66.20' �� A S S T= 50.60' � � w e- SEE.OPLANS R= 175.00� R= lIO.00' R= 140.00� R= lIO.00� '� \\ �� PRELIMINARY PLANS ��C LASS I RI P RAP �V �� R O C K W A L L\ _ DO NOT USC POR CONSTRUCTION O O � I �� EXTEND PROP. BRIDGE � I 0406 ��T �O � WINGWALL TO TIE TO � � '- o � o � �� " "' EX. WALL o ' � I � �\ 00 0 0 � o�� ROCK �3,� a z °� � � � � � SIGN � �BST � � � BEG. SBG � � � �� q� � �� -L- STA. 11 + 47 LT HE c�uB.iNc + 70.00 I � I + 1 . 0 + 5 �R�ss � ��'� � N� � DB 689 PG 322 25.��' �' J 2. �'�6" ROCK W �g5. � �//M �\ �� DB 689 PG 290 �� ARD HOUSE Q o � 40.00' � � ' � 4 � 33.00'� �- ' ,y � �' '�� `� � � REMOVE EXISTING BRIDGE � � -Q � 3 P�NC 40.0� , ��, /' 405 � , � �� AND EXCAVATE TO N.G. � � � � 35.00 '�� c�� + SO.00 � `� 20.00 ��K Sl EP �.O Ro K ' � - - - - ' ( � � � � , + 45.00 _ � � � +�3.24 � �� ,' � Q �� 11.97� 50' TAPER 20.00 - � 25.00 20.00' �� y"�' �, RB � `� �� 40.00' E 25.00' � - E 33. `� �� 33 00 ��^ q�, ��, CIAL LATERAL 'V' DIT��i � � ' \ - � �E ETAI L � �'' °w �0401 �� - � c��T � - � �' H P � � �.� c��, o , � � 11.0�4 �_ -� � � �� F cARr PAr N � � � � , �X FLA� GRATE TB 2�1 ----� - � � ---� .F 15� ' r �' �,�-� � /%-� 0.46 ° fi; �� ' i � o"' 4� _ �"j ', , � � �O �� l' lQ� � �T = NOTE: Y. 04a PIPED T�IROUCgH PROp BRID�� +� � � � �� 2 RAI , y_ �: 0` Z WWCQ � N A�HI�VE 1' DERTH lal PROP C�1TCH; � �. t 1 \ �� ROA �l@,� E�IS TREATED '�N GRASS LYNED z � � -� � _ �� _ _ _ _ - � _ - � - � � ° LT � �T DITCH �ftE�6DJ ERING TH��SYSTEM AND OUTLETTWG Q �O � _ p� o � - INTO ST� � I � � � + 7' 4 � BRib�E � ' o o U o� � �� O �3 �� O � � / -�- � (y � � � � _ _ � ' sT Z 15�� RC�� _� : a o � ��T �� -6 � � o __ _ SHULLS L RD SR 1557 w B _ - � � �� o = Y��T�_XR,��N � - ;� - . - _ _ - T _ - _ `v � \L � �� \�o0 5 - - - - - J � � 2 RAIL WOOD �`1-�� - - - _ _ � - 3 -_� - o O � � o � u�., + � � - _ _- LV - � - - 1-- � � � - � � �° ��% � � �� - -�@-� STA. 10+00.� P�E wi-�i� � +0 .23 ' � � � � � r�e �� `� � � � `�� w� - _ _ �� _ --_ s ' �� Ro�� TD � � - � �� ,�� ;� B G TIP PROJECT B-5118 - --�� /�,� ___ - ,�, � +15, � � Hw � �'tii� \, � �� i , ---- ` �.4A-- � ��oc� ,� 10. �0 � 00 � �� , � , - w � - � �/ � � ONC � , . , � .O� , , � / �,� � 5 � � � �� - - ��0�0 6" C900 �� -' � �45.00 Hw �`� ,� , � �� - + 1.00 13. 1 1 %�� - � � r o � � . , , � , � 35.0 6�, , , �, �p.pfl� �o.00'` 20.0��' � , ,�� , �� 11.82 n_+40.93 F� �� 20.00 �� t�e c- � � G� , i �- �� ' � 20.00' �� 4b.�3-' - - � ' 25.00' '' � � � 2�8,�0'2ff.(T0'� ; �� ' � �`�� s ° W � � � -2�09'- , , � + �.25 �5:0�' � � �,, 71.0 � +35.0 � �=6� P�� -: 3f50J6 �� w�� 1--- ,�� R� � 56.74 + .8 � w, �� ,-0:00 � � �04 \� ��-� � � owo � -� _ - R A�1D S�� / 3 AO ��, 3`�:-00' 25.00' N-,/ +�.24 �W - ��, �°V� �'� � / � � � � � � �/ - _/`�3�� P�C P�W� � i� HE C�ue.i� �,� �/ � � �- _ �' �'0� _ _ � � PCC Sto. l4+ 5 � ��A1E o � ° �� LAT GRATE TB �"�I� � % E . EX. HW + 4 .00 � ��, � - -�� + \ � � G Rg , 040 � � �B 6s9 Pc zz ;� 20.00' �� , EN ��IP � B-5118�,�� c� � _„ ST ' a� 0�-� DB 689 PG 2 0 �� + 30 6� � �, � � � �� 15 R P$ I I�� 00.00 28.00' � �� I \�°,o� `��,o �� yS z � �� V �° g ' � � o � �� „ � 5.00� 87�0' � PC 370� 12+�� .��t� \ � �� \ � �' I � �� P�� % � 4 CL B RI RAP 35.00 WH� „� �-�i�T � FS � i � �'��' z � 0 03 � � � ��- � ' , � , X � ° - -� BEG. SBG EST 1 TON WI� OW � c�� T ��'� �- , q � � -L- STA. 11 +47 RT GEOTEXTILE f"'�� T Sta.�l� .l�_ _ i�� , �� . � EST 5 SY � �� ,� � \ � � \„ , � / -1-� �� i/� SKETCH SHOWING BRIDGE�ROADWAY RELATIONSHIP EXTEND PROP. BRIDGE WINGWALL TO AT-1 �� AT-1 FORM PROP. HW AROUND -L- POT STA. 11 +61.38 PE III TYPE III ENDP�AP ROACH SLAB EX. 2@36"CPP AND TIE TO EX. WALL; �, BEGIN APPROACH SLAB `'' SHORTEN EX. PIPES AS NEEDED __ o o � NOTE: FOR COMPLETE VIEW � U � N N OF PROPOSED TEMPORARY ? N UTILITY EASEMENT LIMITS, `N� SEE SHEET 4A. " AT-1 � 3 AT-1 a PE II �n TYPE III a�� -L- POT STA. 11 + 72.38 ��., -L- POT STA. 12 + 09.63 � PROP. DETOUR ACCESS FOR EMERGENCY VEHICLES. FOR DETAILS SEE SHEET 5. -L- STA.12+60 TO sra.,s+zs RT SEE SHEET 6 FOR PROFILE SEE SHEET S-1 THRU S-?? FOR STRUCTURE PLANS PROJECT REFERENCE NO. SHEET NO. NE c�uB.iNc + 70.00 � � � �I, + 1 . 0 + 5.0 � cRAss �s� � � w � e-5»s aA DB 689 PG 322 25 00' 2. 0�6" ROC� W.�g5 � � uAr�D hoUSF RN� SHEET NO. � � A • � I � � � � � O' �0�� a C ROADWAY DESIGN HYDR.4ULIC5 � DB 689 PG 290 �}O.00 � �� I ENGINEER ENGINEER o � � --BI. � � PINC 40.0� ��, � �- � �, ^( c�,l � PRELIMINARY PLANS � U I O O �J �. OO �N �P � DO NOT U3E FOR CON3TRUCTtON \ � �� nCK STEPS c / - - i� o � + 50.00 r� °� 20.00 Roc� �� , + 45.00 _ � , +�3.24 � .0 , ��J , w ° ` � 20.00' � 25.00 .00 ° � � � 11.97' 20.00 - ' I� �� % Re � � � w� �� 25.00' � F' 33.0 00� � o� � � � � � 40.00� E ' E E � � � � � - �� sa:n�� o � _ - - � � n" // , � )11.� �- _ 0- � S � ��- � _ BST G � CAiiT PATH �' HD� r_ � � � o � �� p � � � � � ti � � � � I � � F �� v � �.� ° Z EI � � � � � � R �� \ i � � GR � � � � � � 2 R A I �'' � , " 4 c�� T � L T � � � i i � � � � � ti �, �u -� � - � -- - -- - � ° LT � i i �� - - - - - - � ��. - � � � _ � � � LT� � �� i� � � � o � BRIDGE � 1 � o � � � �� O � � � � � \ I LT \ a � sHu��s �� Ro sR �55� �� esT MaP�E� _ _ _ � � � � �� , � �!-6 � i P�� s� � � - - x+� i�� w -� - �� _ __ _ _ - - - - � � _ � �v � � T ` � - - - - "z � - 2 RAIL WOOD � � - - � R(T�'1� � � - �i%� � �a0 - � � � � � � � � N� - ° / _ _ - - - �\� � ^o � - -M�� STA. 10+00 � P�E � WHi��'- +0 .23 %1�� - - s-T_� � �v� ��y---1 � �� `�� s �� , �,�� 0 0 , ' �� = _ � � Q �� Ro tee �-� � � �� z B G TIP PROJECT B-5118 - - - --��e0�j -� ' -�- �`� +� �� Nw �'tii � �� , � � � ° � � � - - - - - �" w . - , '� _ - �j � - oN� � � �� , 2�5.Op, � 10. 0 +' 00 � � � / ��, � , � w ' ,�--�� - � � . � - � � i� , � , +� � � � , - O�UO �° C9oo -�-r � � j-�45.00 Hw �� 35.0 36� ��'� +71.00 1 � �� / � - �3 ` o / � . � 11.82� � +40.93 � 2�T.00'20.00' �0 0 `� ,� �� F , ,/ Zo.00, � � � +� � c ��?�.otr �2,��c�� % ��',, S a � , zo.00 � �.� - z5.00 � � - " + -, -2�OE3' � , , �� ' 25 �:00' � � 71.00 � + 35.0 � � � P� �+50J6 y �� , � - - � _ ��R� 56J4 +� .8 ��w,�,��; 25. ��00� �� JS � � � �� / � o° � _ `�'- - - oWER �'�� % % � / 3 `�,.00' �' ��5:00' �'� + � •�, ��WHITE - � ' �` � � � � � - 3�� P�C P � N� � , tee i E PV � � _ � �g�, 00� .��- � � P t l4+ ��ATE `�„ z � � � �/ HE c�ue.�� , ��i j� � + 49.00 �� - - - - �P�C � � � 3 + 0. � RB � w + /� �P DB 689 PG $22 + ��.6 � , � o � � �' � � �� w� �� o�-F �B 6e9 Pc z o_/�� , F 20.00, � s� EN ��TIP �' B-5118�; qo o � „ 5� � Q � � � �� ` 87.00 + 00.00 28.00� � � �A \p',o � �, ?�� \ 2 6 g � � � � �, � � BST� � � � 35.00' 87�0 W � PC S�a,12+5�� ,�� V�� %�, � � ��\ � � �� ' � � � � � ,�V �v rT��\ S � � , C � �X 2 �� ro� I � WIL OW c� �qT�,\�� A� ' � � � � � � A� � T S�a,`�� J � . � i � g � � � � � %� � b u n k e r� � � ��-�� '� � �az GRASS C/ � �� /�� / P l + �� - NC C C oWo �t` �w �� to. 5 .9 , TE PINE� � � HW � CU HW �Za / / aQU I o�° � bunker� � � �� / � � � � GOLF COURSE X a�� GREF . � �y� N � � � -� o %' t/ � �� o > � ��` � � PT Sta. l6 +56.5 � � � �\ � v � � �v / / , � � � � � � D �� , � �� -�j2� NOTEo A�� INE DEPICTED AS �EVE� 'B' TELEPHONE CONDUIT A E 3" PVC PRIVATE CONDUIT OWNED BY HOUN � EARo /+9�1.6 �� ' �- �� ,_�� CONi�UI CONTAINS POWERg FIBER OPTIC AND/OR CAT�-5 CAB�E FOR SECURITY ACCESS AND CAMERASo %' / �� F / �� ' �� I� � �� o / � / � � � �Bs �i �� - +22.5s ,� �� 6.15' � �- � EX R�W �� i i � END CONSTRUCTION � / � �s�� - - � � � � �`�� /� L POT STA. 17 + 25.00 � , /-/��/// � � / i/�` /// � � ^(�� . / � i j I � � �� J � � � u � z 0 a 0 W � � � � � z � 0 0 � w � 0 N Q � � 0 Z 0 a u 0 � a � z i z � a 0 0 z w X w z 0 � > � � � EMERGENCY ACCESS DETOUR 0 � 0 \ � � HE CLUB.INC DB 689 PG 322 DB 689 PG 290 -L- POT Sta. ll+ _n�r_Anrcf„ in. \ �\ � RHODODENDRONS � � � BST GOLF CART PA7�H � � a � �� z �i W000 � � � —�— ;� � �— � o- — — — � �� — _ - — - SHULLS M/LL RD SR /557 /9' BST — Y��T�_XR,�W _ _—� — — — — _ �� _ _ � � 2 R�L'�WOOD �� /� — — —_ _ � - � ` —�/ �MAPLE MAPLE � WI-�ITE PINE�=25'� / / � � �'£ �to. tO+�D.�4� o / ol � � �o � � � �� '6.07 � � 00.00 � � �o ' q^ HDPE � �" HDPE � � � � o � � — .�, — I �n ►n+00 I B� � E �X- � �1P��E / i _,. ------ —w--- �'�i�� 1 � i � � W � � \\ �- I � MAPLE ° I � � GRASS � o �� RHODODENDRON � 48" ROCK WA�L � RHODODENDRON � PROJECT REFERENCE NO. SHEET NO. �I B-5718 5 l. C D RNd SHEET NO. / ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER M n ��,s� �� PRELIMINARY PLANS DO NOT USE FOA CONSTRUCTION _ _ CEDARS� �1 � �� HEM�OCK /`v' ��, �_,I � ��'� � � �`"�� ROCK �� 3� SIGN -' �I GRASS �� ,-w 36" ROCK WALL � � �- � � � � Y � I 3RH ODODENDRO � �� a � � �� ocK s�F�s � C�� R��K ��RB O � � �P�oo�� '� �� `L �0� C' � �� — � c� �� . � �� o� � �� T ° o� �� / a LT � II � � \_ o,� L I LT� � � � �oo� � � �' rEE� � � — ^--- -- � N � �� H'EADWA� � � � � —�" —�o � — STEE� =1i ' � _� � — — — 6 " C 9 0 0 �� e� \ � � i / � � _--_P� �/ � � � - ,� � — — — _ SE�U� j o5� �' � � � � — �WER AN� / / � � C P �� tee � �� P� HE CLUB.IMC , �� P� DB 689 PG 22 � /�0�-� DB 689 PG 2� 0� �� PT Sto. 10+78.9/ � �S� � � � � � � � � � PROP 30' x 16' TEMP BRIDGE - FOR EMERGENCY VEHICLES ONLY F� �� 3 C � P �C 0511 � � � �� PC Sto. ll f28.67 � G 1�1�.�� . �� I�� \ � £V �es� \ � _ � ��fj� � GUARD HOUSE \ �� \ � � �/' � \ � � i � � ,� , , � � � �'----� � �� ° ' � � �' � � — — � , � S ' � ' � � —� r � � � tee � � a� �� '� / R � rT �� „ _ R 15' � ��NES . '�� _�.6�� / � � � � � � P� � : �"3 f 50J6 , �s �'� '� ` �wHiTE -- � � �_ _ _ �� PCC � � � � �� ti�� , �� \ � ;o �F� � � PC �lo,12+��\�� %,�, � PINL� WHI �� -9 /� �� /�'j��- S � -DET- Pl Sto 10+59.50 �= 79" 0/' 04.8" (LT J D = l63` 42' 08.0" L = 48.27' T = 28.86' R = 35.00' PT Sto. 11+55.88 Pl Sta 11+43.0/ 0= 44° 32' 47.8" (LT l D = l63' 42' 08.0" L = 27.2/' T = 14.34' R = 35.00' �� \� � S ,y � �� -� \ � �� . /4+ , 5 � ��A1E ��,\� \ GJ Rg, � / � �, �� zqo � � � ,� g5 � i � a� � � � P�� a� 1I n�, G�, /� 2�< -L- POT Sto.13+00.00 \ -DET - POT Sto. 12+38.58 SEE SHEET 4 FOR R�W AND EASEMENTS SEE SHEET 6 FOR PROFILE