The URL can be used to link to this page

Home My WebLink About20151168 Ver 1_Application_20151106; ';: Transportation November 6, 2015 U.S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trail Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. David Bailey NCDOT Coordinator PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Subject: Application for Section 404 Nationwicle Permits 13, 33, and Jordan Lake Buffer Authorization for the Proposed Replacement of Bridge 161 on SR 2821 over South Buffalo Creek in Guilford County, Federal Aid Project No. BRZ- 2821(1); Division 7; TIP No. B-5344; $240.00 debit WBS No. 46058.1.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 161 on SR 2821 (Harvest Road) over South Buffalo Creek in Guilford County with a 105', single span, 39" box beam structure on a new alignment to the south. The existing bridge will be utilized as an onsite detour during construction. There will be 17 lf of permanent impacts to surface waters from bank stabilization for the project. There will be <0.01 acre of temporary impacts to surface waters resulting from this action. This project will result in 8,456 square feet of allowable impacts to the Jordan Lake Buffer from roadway fll. No mitigation is required for the permanent surface water impacts, nor for the buffer impacts for this project. Please see enclosed copies of the Pre-Construction Notification (PCN), Stormwater Management Plan, Permit Drawings, and Roadway Plansheets. A Categorical Exclusion (CE) was completed in June 2014 and distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of May 17, 2016 and a review date of March 29, 2016; however, the let date may advance as additional funding becomes available. A copy of this permit 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 Jeff Hemphill at (919) 707-6126. Sincerely, �� ,�(' Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List �Nothing Compares�_ State of Noith Carolina � Dcpartment of Transportation � PDEA-Natural Environment Section 1020 Birch Ridge Dnve,27610 � 1598 Mail Service Center � Raleigh, Noith Carolina 27699-1598 919-707-6000 T 919-212-5785 F �o� vvArE�,� Office Use Only: � � 4 � Corps action ID no. i�. � i � r 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: 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 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge 161 over South Buffalo Creek on SR 2821 ( Harvest Road) 2b. County: Guilford 2c. Nearest municipality / town: McLeansville 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5344 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6126 3g. Fax no.: (919) 212-5785 3h. Email address: jhemphill@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 36.11276 Longitude: - 79.67154 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 2.2 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to South Buffalo Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C;NSW 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Forest communities, agriculture, and minor residential development 3b. List the total estimated acreage of all existing wetlands on the property: 0.0 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 245' 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 3 span, 82-foot timber deck on I beams bridge with a 105-foot, single span 39" box beam structure on a new alignment to the south with the existing bridge utilized as an onsite detour. 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: 4b. If the Corps made the jurisdictional determination, what type of determination was made? � Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Richard Darling Other: Baker Engineering 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Thomas Brown on April 10, 2012 verified the project but the PJD has not been received from the Corps 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑ Streams - tributaries � Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem orar T Site 1❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 1❑ P❑ T ❑ Yes ❑ Corps Utility Impacts ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average �mpact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ — non-404, (feet) other) Site 1� P � T Bank South Buffalo � PER � Corps � Stabilization Creek ❑ INT ❑ DWQ Site 1❑ P� T Bank South Buffalo � PER � Corps �� Stabilization Creek ❑ INT ❑ DWQ Site 2� P � T Bank South Buffalo � PER � Corps �� Stabilization Creek ❑ INT ❑ DWQ Site 2❑ P� T Bank South Buffalo � PER � Corps 20 Stabilization Creek ❑ INT ❑ DWQ Site 4❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5❑ P 0 T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 17 Perm 37 Temp 3i. Comments: 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number— waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary T 01 ❑P�T 02 ❑POT 03 ❑P�T 04 ❑P�T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction roposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer im acts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico � Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem orar T) re uired? Bridge/Roadway South Buffalo ❑ Yes B1 � P❑ T Embankment Creek � No 4,670 3,786 B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 4,670 3,786 6i. Comments: Jordan Lake Buffer Rules D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See Stormwater Management Plan. PSRM used in ditches instead of riprap when possible to provide treatment to the "maximum extent practicable", elimination of direct discharge, removal of interior bents and vegetative treatment of shoulder section discharges. Proposed ditches through buffers are replacing existing ditches. Grasses swales were not used because the longitudinal slope of the proposed ditches is too steep for any kind of treatment. The existing bridge will be utilized as an onsite detour. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices for Surface Waters will be used during all phases of construction. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: 0 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 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Zone 2 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. � Yes ❑ No Comments: 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local 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): NA ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes NA ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No NA 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No NA 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No NA F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 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? N.C. Natural Heritage Program database; USFWS-website; biological surveys for protected species listed for Guilford County, which includes small whorled pogonia and bald eagle. Suitable habitat for small whorled pogonia is not present in the study area. The Mesic Mixed Hardwood Forest does not appear to include suitable persistent breaks. A review of North Carolina Natural Heritage Program (NCNHP) records on October 7, 2015, indicated no known occurrences within 1.0 mile of the study area. Habitat for the bald eagle (Haliaeetus leucocephalus) primarily consists of mature forest in proximity to large bodies of open water for foraging. Large, dominant trees are utilized for nesting sites, typically within 1.0 mile of open water. Suitable habitat for bald eagle does not exist within the study area and to a distance of 660 feet on all sides. Therefore, no surveys were conducted. 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 �� Richard W. Hancock, P.E. - `1' �� '2� �� Applicant/Agent's Printed Name Applicant/AgenYs Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided.) 11 1 IE�;h�� 7b North Carolina Department of Transportation Stti1111W'dtET Hi hwa StormwaterPro ram 9 Y 9 �j� STORMWATER MANAGEMENT PLAN ---- (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 46058.1.1 TIP No.: B-5344 County(ies): Guilford Page 1 of 1 General Project Information WBS Element: 46058.1.1 TIP Number: B-5344 Pro'ect T pe: Brid e Replacement Date: 6l22/2015 NCDOT Contact: Charles Smith, PE Contractor I Designer: Michael Kelly Address: 1020 Birch Ridge Dr. Address: 1020 Birch Ridge Dr. Raleigh, NC 27610 Raleigh, NC 27610 Phone: 919.707.6716 Phone: 919.707.6731 Email: crsmith5 ncdot. ov Email: mkell ncdot. ov CitylTown: County(ies): Guilford River Basin s: Cape Fear CAMA County? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Length lin. miles or feet : 0.156mi Surroundin Land Use: �Noods Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.4 ac. 0.4 ac. Typical Cross Section Description: Two 10' travel lanes with 6.0' paved shoulders, shoulder berm gutter, 3' to 9' grassed Two 10' travel lanes with 4' grassed shoulders and side slopes. shoulders and grassed side slopes. Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 600 Year: 2040 Existin : 430 Year: 2016 General Project Narretive: B-5344 is a Transportation Improvement Project to replace Bridge #0161 in Guilford County crossing South Buffalo Creek. The existing bridge is a three span timber deck on I- (Description of Minimization of Water beams w/two rubble masonary/mass concrete interior bents and abutments. The new bridge will be a 105' single span 39"box beam structure. Minimization and avoidance Quality Impacts) measures incorporated into the design include PSRM used in ditches instead of riprap when possible to provide treatment to the "maximum extent practicable", elimination of direct discharge, removal of interior bents and vegetative treatment of shoulder section discharges. Proposed ditches through buffers are replacing existing ditches. Grasses swales were not used because the longitudal slope of the proposed ditches is to steep for any kind of treatment. 'NOTE: Buffer Restoration with the removal of the existing structure in Zone 1 is 803.1s.f., Zone 2 is 1104.2s.f.( total 0.04ac.) Waterbod Information Surface Water Bod 1: South Buffalo Creek NCDWR Stream Index No.: 16-11-14-2c NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V) Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: mercu H co er Cu zinc Zn Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Jordan Lake Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) s � c m v 2 � � 3� � a i � 2 VI M N � C o � � � 3 �' � m � � � �3 � o � � o � � o� � � � � � f� G � o z . �� W�°� N�� n �� w�,w w�� N�Q ��z ,�>�� ;��w � o��v� .�� 0 2' �,,sr:s+e�� d 2L9 � �3 Y H7 6' bi 1� E �(A �i U) � � I � ., � V W O � � � � �V � 0 V •� � V � � O V �ee �neer iH ror tna See Sheel 7L3 For Con Se� 5/�eet 9C- 9 For S Sheet Symbols She�t ��]E �IF ��I$°I�1I� ��I�$� � II�1I�� G UILFORD CD U1�TY LOCATI011I: BRIDGE NO.l6l OVER SOUTH BUFFALO CREEK 0111 SR 2821 (HARVEST ROAD) TYPE OF WORK GRADING, DRAINAGE, PAVI11lG, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT JFF�� `� �O. �o �� TE STwTE PROJECT REFERENCE NO. �� B-5344 PROl.NO. .w.VROl.NO. 46058.1.1 BRZ-2821(1) 46058.2.1 BRZ-2821(1J 46058.3.1 BRZ-2821(11 \`,', - 1` \ ��, I � 1 }� DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, SAG VERTICAL CURVES, AND 'ASSOCIATED STOPPING SIGHT DISTANCE. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTIICAL) DESIGN DATA ADT 2016 = 430 ADT 2040 = 600 K = �2 % D = 55 % T = 7 % * V = 40 MPH * TTST 1% DUAL b% FUNC CLASS = LOCAL SUBREGIONAL TIER PROJECT LE11iGTH LENGTH ROADWAY TIP PROJECT B-5344 = 0.136 MILES LENGTH STRUCTURE TIP PROJECT B-5344 = 0.020 MILES TOTAL LENGTH OF TIP PROJECT B-5344 = 0.156 MILES Prepored ln tlae Offlce of: DIVISION OF HIGHWAYS 7000 Birch Ridge Dr., Ra[eigh NC, 276I0 20/2 ST9NDARD SAECIFICATIONS RIGHT OF WAY DATE: MAY 28, 2015 LETTING DATE: MAY 17,_ 2_ Ol_6 JAMES A. SPEER,. PE YROJECT ENGINEER DANIEL W. GARDNER, JR., PE PROJECT DESlGN ENGlNEER HYDRA ULICS ENGINEER P.E. S7GNATURE: � ROADWAY DESIGN ENGINEER S/GNAT[7RE: P.E. 1 � 0 � N � � � ZZ TO MCLEANSVILLE �� FSCRIVTION PE !LW & UTILITIES CONST. PERMIT DRAWING SHEET 1 OF 6 11�1E��1L][�BNAIE��Y ll�1L�i�7� DO NOT USE FOR CONSTRUCTION O w z O �' N � � � � � � � vr � � w � � _* � \ � \ , �� \ , �� 1� �� y u � , � �\ F� 3// `�� // � \ � c�^�"t Ea � �RCP �� pG �Z � O�µ� P0 �� E \ � % / �\� � � � � � �� JONN C NENSOME & \��\ / /� $ARAM L NEYISOME ,�, � � E�P / �od' / �a� /��," � � � �� V �� ;� � � aeeaRwiROS1s � / a, / `�� +� � � /� �/ � A+ � / / E�P � �1 � � '/ "/ P�m A �� r�, � A i" � � � �%5 � `'�� w000s � � � A � � � � � � � � � � / � 1tiL �y�i ,tE,�; Bn �z� 1 ° \ � �/ ��d�oN�% c�'�;o��°� ��evsHeE�� e�� p i�V� � DAWN N LEWiS �� -� � � �� Y � ��I s°�R4P t % ' ,L. \ r � � � � \� � � /- E�e A �;3 � 1 0 \ I �� 1 �� 3 � � 4`,3 � I �� v �_ %1 �� 4 � ��3 � � z V � � 4 �� 1 . � \ � F,1 � � I � � � ` �S � �� \ � � \ \ � � 4 � I \ < 1 � . \ �� ^l J . � ! � .3 ` \ ` � y \� `� �_ � �� / � � �7 � `�� , -�� 3', � t � \ � `i � � � 1�. , 1 � � /� 1 � � � A � �� ICKY LEE LOMA \ ` � VICKIE 5 LOM � 1 � 1 ` ` �. 1 `\ ` � �;� 1 1 ,, 1 . �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER ,, �, � ,� �, � I ti3 �, I, ^ I � �� I I �� I I I� / I � I IIX �;I� I ��/ �B. T� IX I i li�% c 5 � �E� / / i� � � i��`% " . WOODS �� !� WOODS / � �.� � I h�) - `��' Ei� � �lX i ; � i � � i� �� i _X-X��/ � /�.��i^' � i T / / 6B� 4.PSEM� , � S - � Po�ER p� g2 � oVy�E pe �2 � PASTl1RE � �f � �- ; � � �� ED TAIL I� . 5 ETAIL� � � � / Y SEE DETAIL G- WOODS r -- %� �/ � SEE DETAIL Q_-F� ___ . w000s BiLlr RAr LOMAN � l� � � V � � 4 a \ �� / /�/ � E� � �� / �/ � � �j/ r � � N � s � 0 z � O J BENJAMiN MRES � w000s �� m � BM •1 � � SE� SHEET 1C-1 WOO�S � E�E�. E�B.» a PROJECT REFERENCE NO. SHEET NO. B-5344 4 RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1�1E81E�.dNifIN i8� l�1LAN� DO NOT USE FO CONSTRUCTION PERMIT DRAWING SHEET 2 OF b s � � � � � � � � � � �� y� � ��h��-rn�f � � �i� � � , �,J� � �, � � PUE � ,..i' � � �. Z �' � 1[� . ��-� �;,�;�:�^'-�;-�r. � C� €� �� i � �� F % �� ti'� ;;s � T- Exisr�N� ww i -� �-� _� {�€� � ,�"'� �- _ -. _ F � � � 18" RCP � � F -�-�---- -- _- -------- -_ - _ - �� 2- - - - -' �3 � �--_ _ _ __ TO McLEANSVILI PUE � �� rv � m m SEE DE� I CLA55 ly� RAP rv , , m � I'm WOGD �- � � i � � � �;� �i�� / �1 I� I �� SPECIAL CUT BASE DITCH � No� �o scolc� � Nafurol � o� � Groun 1.� A t D'��F d � F�O�e sion� B Mn D.-0.8 Ft. Mox. d 1.0 Ft. B 2.0 F_ � SPECIAL CUT BASE DITCH � Not �o scale) Go�nd 7:� A��e� p��h d � F�p Sopo B M'n.D-�1.0 Ff. H'� Max. d 1.0 Ft. �10� ype of L ner PSRM � � Type of L'ner PSRM � FROM STA.12 i 25 TO STA.13 �I 85-L-LT. FROM STA.74 �� 09 TO STA.15 �- 50-L-LT. FROM STA.12+25 TO STA.15+00-L-RT. DETAIL F DETAIL G RIP RAP AT EMBANKMENT LATERP.L 9ASE DIiCH �HO��o S�ie� (HOrro S�ole� b io m'� z � vu Ditch -' raun p �'h�. Slope Grade 1.0'mi}.. . - 2.0 FT. d- B M��. o=i.o F�_ GEOtEZtiLE� Mox_d=1_3 Ft_ 8=1.0 F�. Type af Liner= �6 TONS,CL II xip-Rap b�� 2.0 F�. Geotexfile= 16s Type of Llner- PSRM FROM STA.16+66 TO STA.16+84-L-RT. FROM STA.15+00 T�STIN- +bb-L-RT. FROM STA.16+95 TO STA.17+10-L-LT. _-E _ - _- _� LSEE DETAIL� ` � E-� CLA5��5��BT �R�I. IfW�,AP DUE�J J BENJAAIM MiLES � DETAIL C $PECIAL CUT BASE DITCH �Not�o Scole� Nolur I p� °� Frant Gro�nd 7./ D F�°�e p�OP` d� � ceo�e.ne ' B � M'n D 1.0 R. Mox. d 7 0 H. B 40 F Y�� FROM STA.15+50 TO STA.16+00-L-LT. DETAIL H TOE PROSECTION � Ho� o �olel �� ` F u �AOUHO J 1�'�� SLOVE �a d F a=i.o Fr. -��E� � -E Type f Liner= B Ri � FR . A�. 25 TO STA.1 R- 50-L-RT. w000s DETAIL D DETAIL E LATERAL eASE DITCH STANDARD BASE DITCH (NO��o Scoa) �NO��o Sme) b I rvoNrol urol � . d 1:1 .�� Graund Ground Z:/ �p l,s� `5iope d � d GEOiE%TllE - g I G a�ex�le-' B Min. D 1.3 F1. � M' D- 1.0 Ft. Max d- 1.0 Ft. M. d= 1.5 Ft. •wn B- <- 60' 8= 4.0 Ft. 'When B is -�_ 6.0' B 4.0 F. G„'^t �� _ P b 2.0 F. Ty e f Liner= CL B R'ip kap FROM STA.16 i 00 TO STA.16+ 76-L-LT. FftOM STA. 16-76 TO STA.16-95-L-LT. 1 100' 0' 100' � SCALE:1"= 100' SEE SHEET 5 FOR -L- PROFILE SEE SHEETS S-1 THRU S-? FOI � o ?� �� 0 W z o ?� N � � � � � � � vr � � � � � PROJECT REFERENCE NO. SHEET NO. -L- PT Sto.16+3/?l B-5344 4 BEGIN APPR. SLAB DENOTES TEMPORARY W'N SHEET NO. -�- srA. ib+s�sa END BRIDGE IMPACTS IN SURFACE WATER ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER -L- STA. 17+73.50 O so�-io° �, � DENOTES IMPACTS IN / N PS B TYPE-III YPE-III PS SURFACE WATER E/ � � ° � ° � `� 1V�1f81E�.dA9fIN I8� lfD1LAN� �N � N � N- ioa o� ioo / � DO NOT USE FO CONSTRUCTION PS o Sg TYPE-II , TYPE-II ps � BEGIN BRIDGE \ "' scn�e:r- ioa // // � END APPR. SLAB � � Z -L- STA.16+68.50 � ❑� XC 1I �w�oos I ( � / / PERMIT DRAWING L STA. 17+84 46 � � � i i PS PAVED�S�HOULDER I � '�� I �� I � '�� I � � ��,�� , I �� SHEET 4 OF b SBG - SHOULDER BERM GUTTER I � i I� I I� I I I I P�� SKETCH SHOWING BRIDGFiROADWAY RELATIONSHIP �� J, � � I i �� ' � I � � �� 1 �; —1 �� , f � � I ) , ' i' I I' F j 1 , �� l(�� ; � � � � �� }� '� � �'� = �;� � ' ,� / � �� ' �' �' ) I �� j � � � � � � � � ( ,� _ � � � � �� i�l�� , , � �3 � F � / \ �a � d � / � i ' � � " i' � m . � � � � � �� - �� j� li �j/�,;�,Illi � � / ,, � � I / l l � 1 � �� , _ 'i� ' ) ��1��1, - � I � � � � '' � ' � � ia� � ` � / �' — - — , ' / / J � � .� , , _ , �,� _.� �� , i�l� ,! � I, i 1 i %� %„ � �� i' _ �/ �� / � I �,�, /� � � , �� / ��, � � � / � ,; � � � � 1�� s � , � , i - � � ., � � , �, , , �� -/ , —�-_ ', �; -/,:l � �� / � � - � �� ,, i , � I �� , i � ' � � .i i � NJAMiN MRES � � � � � � , � � �� / I � � � , i �� I�� r� � , � ,�� I,�' ,;��5�k '; ,t1�I ��,� �,�' // \� /� i(iiWp°95 � \� � �/ � � ��` � x ' r � ( — 1 , i ` , / -_ / // Po 3P / / �� '2 �\ .! .� � - ! I �' �� 1 ` �� ' � � � �� v � / � / — � I x E / J�E 0 Jt � � ,i �m ti O / � �. � 1 � � , � � � � �� ^ ��- � � - '' � '� � � �' -� ' � ; � ,� , / �� 1 �� i �� \ � I � � � _ � �� o e � ` � � X „ � �� \ � � � " -,� � ` , ''` , I �.I � / I / � � - J� / , I IX�. .PA�TIIRE � � - / r/ WO�1D5 �0� � BM � T� f� — � 1 > \ I\ � � , � � � � � ,� . , I l.l /�� ti �� ` - ----- � . �: ./ � � N � � \, w000, , , ,.. � � � ,� � � � RASr�RE � � - � ` � � �� f �� , E�E�. �8 � � r � � � . � � �' � � � � � , — � � � �� ( �� I ,�� i � X, � � � � , � , � � j� � ° r � � F _ , � � r � .», ,< , / ' ,� , , � � {;� � � � � � � �� , '� 1 � �`� �' , ��- _ �-� ��r�;,-��, '�`�- � ' � �I r � � , � �°p° �� J i l � , �, ) ; � / � � x�\ � � � x � ,�� , � � 1_ --� — � E � � � ' I , 1 � � � � I S` � � , a � ,� i , � , � � � ',�m ., � . � � � - _-5€e e ni �'�` % � PUE � � ,� � ` / , �� y �!�" � = - 4� �� . � � f 1 � \ - � � ; � � � J , � �� rnir'c see�oelna o l � � � � � � % � � � -_ i / � r \ � - - I w�, x - w � � � 1 ,, �, ��" su3� �oMnN �ws�OUE X / I�i M i , \ �[ i ��`"�`�'�'� , _ `'� \ � {� €3 � _ � � i_ x�� t _ , -� o� � F�/� ��_ � � ��;,� � ' ( � , � , �, , � __ � �� _ ! �� \ /� � G � ��_ —� �'�€� " � �.-� 1 ,1;" • �;�� I �., � �.` -� —' '°-- '�'� � ac�_�-^ \ �_ Exsri«ca�,�rr_ -�.--.,.. . -." � , \ I , / � ' ETAIL� - . r L. '_"�� _- . � � � ... � � ., �` �X �'� � I " .�. � � r .,�5 r � � .: F �_ �- � F -� F _ ia- ._ ��` - �� \ �� ` '', �.. �x j/ � - �� - _.�--r- � � . -�' -� ------- .. - i _ . .� \ . � � � � . '�I ��,- � " . - , ��v , , • . � � �� . ��_� �, �' . � , ; � ��. ��'� � ��. � -- -- � - � i � , ..-. . . _ . ' � . � . � . , , ; , � qs E�ec X erAiN .� "F < r,. ...�� <' --.�_ � � TO McLEAN9VlLL � __ ;5 � , _ ,� � � � i � � � I - - � - � � � � � � �� ee �e1ni� a X � ,� f, � ! � �nsii kiP c � � = — - - - - - � .� �- -� \ - �� 9' - > � � ro � � � y � F sri�e R�w � � � A �F// � 3 / / _ � � , � - � / � � � � v ,- 1 � _ �' . SE D�TA1L � - . .. � � . ....� � � / - ' �/ . � . � � . - / � CLA 5 B Rl1f�AP ' L _\\� �"� . i �; � , �� r , °�� % � /�},p� 1 � � �ue u� � �� pu,� �� '� _ � � , � �a \ 2�FL >, ' /� / /"}'! E DET�.IL G, �Y � / � � WOOD6 � � � \ � �a �s�� , I c� ��- � � '-- n, � / see o i .� � � � � �BENJ4AIM ��Mi6E5 � � � � V � � � � � ��` ��',,��3,��+ � - � � � � N �� \ � Qo Zb P6 , \ � I� m �. ,c LA56 I RAP � � 9U��\ �E \ ��` 'CN' ..... �' ` �` i�IC/`� , . � . ` ` / � � I I � ��y � . m m �\ \ \ \ . � ...0 \ \ . ��. \ \ \ � \ \ � \ \ �,,` � � �� \ \ \ \ \ c �� ti .� � i .� �� i \ \,� WOGD� ��., �{� / R � .. � � �WOOD_ � , I \ \ \ � \ \ / � i.� . .� �l � i ` � ., I� WOOq '. . � \ � � ~ � \ �' \ \ � , . \ I - � � �� JOHN � C NENSOM@ �8 �� '� � � a � ' � � � � � (� � � ) ��, - � � � � � `- � ; • � A � > I � � � � V � J � _ � � � � � � SEE ETAI � � $ARAM L NEYISOME�1 �aA % /� � �� BILLY' RAY LOMAN �� ,. � � \ � � �� ^ � �\ � � � � � � 1 � r �!- � d4/�=�5�� %� �� , ��J� �'\ � �� VA��A tiVA �i��,�--�� j ♦ 2 /�. A F'`� � ��p I � � � d "" � � � A V� � VV�. � A A � .-... � �A � � � � �� A \ t,. 1 lae9aR i°es�� % i I � � \�=�.�_� � �� , ��\� � \\�_ i �� 'I � �� % � � � � A ' / / � `� i � � � / / � ' �' � � � � � A � �� \ \ 7 / , / , .5 � � ,+� � � I r ' i � \ � � � �� -/ f r- � -� � � � �. I � ��r% �' . 2y/ f- �.�� j��-� . � I � , � ,�� A � � � � �A �A�_ A\� -�J � � � �� - - � � � � � � � / 1�e �'�E`P� � 1 � , / � � � ( �i � �� ,�� 1 � �� i i� , �. z� Pi o�� w � � ' �� / � / l� � � � � �� : 1 � - ��.�- _ � �.. �� ___.� �� \ _ _� � � � � �- � � _ � s�' �� i ` w000_ �a A � " � � �� . � � - � � �-�� .��j� . -- , - -- � \ � �\�� — � � � \ \ — � ` �,�_ 1 �� \ _ � � � �,�� e° seE:�1i�-�� l� � \1 Q� �/ !"�,� -_� 1 � V � � � � � � - �-_ �� a�� - � I _ % �� e � � �--�o�ti �'�e°� p� � 1� �� i�� - �� _:�� _ ��V�� \�� _— � � , ' I ' N �� .A/ � 4 � �.4��`O� �: �e�G �m a�� . � ° �� " - � � � � . � __- - � � � � � �,�� - �� ,. _ � ,��/�; � � OGWN �N LEW 5 - �� 3o�Rqp -�� __ � � � � � - - � � � IM �� V � �� `�, �� DETAIL A DETAIL B DETAIL C / / ,�;. � ' xp � , _, DETAIL D DETAIL E .- '� W \ \ � SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH LA7ERAL BASE DITCH STANDARD eASE DITCH � /- E�e � � �. � \ � � � �3 � � , ' 1 O \ '� ' _ � - "3-. � Hoi m sai�� Noi �o s�aiel � Ho� m s�ie� � H � �o s�o a o„ I � I � �� . �� ... .�' � \ � o e�o� p �p o c o��e d.. �� ` s�iope c� ��e � �:� � r�,f�. i H o s�oie� � � A � . 1 \ � _�� . {�� Her �oi � �� \ H �ai � � ae` p� F�� ... , - � o��; ow ��o � o ��,�i How,�i ,'.. .� \ �� I I,' �1, ^� `.\ j _ \, Mn D. OB Ft. M' D=1.0 Ff. ceo�e.ne— B GEOrE%nlE - B I Min.D= 1.0 Ft. F d 1.� .�� Gro��d �� \ \ ' � \ � , �/ \ �. / _� \�\ - . �.o�� d 1. sion� e.a��a d Z- soao J— D F�°�e p su . . p �oaa d \ J/ x�de � B Min. D l.3 Fr. 1 z � ' �� --1 I 1` B B G �� :�l �\ ,. ., .( \ ' . `\ �` , �� \ � .� Mox. d-1.0 FL H'� Max_ d-1 0 F� T e of Liner Mox. d= 7.0 H_ nvnen B is c 6.0' P y a�. 2�0 Ft.S F. Max. d 1.0 Ft. ` ` � \ � T of Liner- PSRM B z � F T of Gner- PSRM 1 o yp � B- 4 0 Ft FROM STA. 16 i 00 TO STA. 16 i 76-L-LT. e of L eer ` CL e R 8= 4A Ft. ' � �\4 � \ / L' _ Ty la kap J ' � 1 ' YPe YPe FftOM STA.16-76 TO $TA.16-95-L-LT. ��\ � \ / I �' � FROM STA.12 i 25 TO STA.13�I 85-L-LT. FROM STA.74 �� 09 TO STA.15,-50-L-LT. FROM STA.15+50 TO STA.16+00-L-LT. yM � � � � ��'� � FROM STA.12+25 TO STA.15+00-L-RT. P�� , I � �� ` � � DETAIL F DETAIL G DETAIL H � F� RIP RAP AT EMBANKMENT LATERP.L 9ASE DIiCH TOE PROTECTION S "/.�- � y, __ � Ho� �o smiel f�or ro s�olel � Ho� m smiel � � � � -� � `t � b � � , 1 10'mn. �° - _ Ha,��i �- � r�,u o� ` � _ _; , _ ' � w o„�h -- ,� �o�� z o > �, s�oae �A.�� R> �� ' =�ooE E� � l 1 1 , � I � �/ - -.. Grade }. . — 2 o FT. d cxouNO F� —�` `\ �`.. 1 I `- :., / KY LEE LOMA 1 e M�.o=i.o F�_ d � �� .� -� . VICKIE 5 LOM ccorezrne� e�2o F�a ��- d=�.o Fr. � � i � / / E ,, , �� / �� / Type af Linar= l6 TONS CL II H p-Rap b-2.0 F�. T 1 `� .' , . - Geoteafile 16s ype ofLiner= B Ri � �\ '� ' �� FROM STA.16+66 TO STA.16+84-L-RT. TwPe ofG�e�- PSRnn 'i, ` -� / �� 1 FROM STA16+95 TO STA.17+10-L-LT. FROM STA.15+00 T�STIN- +bb-L-RT. FR . 8�.25 TO STA.18-50-L-RT. �� ' � � �� z, � � � � � SEE SHEET 5 FOR -L- PROFILE � 1 / �— �— SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANS N O�' �' ^ E _■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • � • 0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ -■■■■■■■■■■■■■■��■■■■■■■■■■■■■■��■■■■■■■■■■■■ i i� i i i i :� i i -■■■■■■■■■■■■■■■■-■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■ -■■■■■■■■■■■■■■■■�■■■■■��■■■■■■■■■■■■■■■■■��w�� -■■■■■■■■■■■■■■■■�■■■■■'��I�.1i��!fl:'t��,■�■■■■■■■■■■■■■■■■� I�- -■■■■■■■■■■■■■■■■-■■■■■1 �:�[�!'��..��,■��■■■■■■■■■■■■■��- -■■■■■■■■■■■■■■■■-■■■■■1�� ,■�■■■■■■■■■■■■■■■.I�'��- -■■■■■■■■■■■■■■■■�■■■■■1 �3itL(�GLiJ�(�iG�i�F7L�:��,■�■■■■■■■■■■■■■■■■�■■- -■■■■■■■■■■■■■■■■�■■■■■1 ' 3�iL'��,■�■■■■■■■■■■■■■■■■��- -■■■■■■■■■■■■■■��■■■1,■■■■■■.■1,■��■■■■■■■■■■■■■■�■■- -■■■■■■��"�'�'.��■■■■■'��i►1Vif ��■1,■�■■■■■■■■■■■■■■■■��- -■■■■■■„■■��■■■■■1��I��1,■■■■■■■■■■■■■■■■■■■■■■■- L�■■■■■■�\■\■■■■■■O■■■■■r��■Q��■■■■■■■■■0■■� �_��■■■■\\■■ \■■■�■��■�F��:�■■I■■■■■■■■■�■��■■II■■■■■■■■■■■■■� , , ■■■��a�� ■■\\■■■��::' �" ■■I■L��.�J■■■■■■■■■■■■■■��■■■■■■■��■■ , , �� -„- :..'��' ��-'- �� o0 ` ,,� , „ . .. � � � � � � � � •• ��.�� . , .,, „...... . � :.� �i .::.... . . . . , ` ' : m,, -n�x�� , . . ,;�;, ; fi�-4////E:r�.c...�,��.��. ■ ., . : , ��i��_ ■ ��.�'i�� ■ . : , �■■■■■■�I■[��■■■■0■�ii�`�� _��■\��■■■■■■■■■■—■■� . , ■■■■■■�I■�3��■■■■��■■� "- ..; ��,':!�� ..�i�i��■■■■■■■■■■■■■■■■■■■■ . , �■■■■■■�f: ��■�: ■■■■■�I��■L�I■■■�i��:' �►��u'uQ��■■■■■■■■■■■■■■■■�■■� .., ■■■■■■�I��■��!■■■■■��■�I�■■��r�i�_f��■■■■■■r��■■■■■■■■ .., �■■■■■■�i��■��■■■— �� , ��':��I : .. : ��■■■■■��'.� � .�: �: � ��■I■■■■0■■� . , ■■■■■■ " I�1■■■��1■■■-��= ��I_ � ��■■�I■��0■■■■iiiiiiiir■■■■�■■ . . -■■■■■■■■■■■■■■■■��Il��i'�� ■�■■�I■■■�■■■■■■■■■■■■■■■■�■■- . � 1 ■■■■■■■■■■■■■■■■��R!l��i�■��1■■■�I■■■�■■■■■■■■■■■■■■■■�■■ . � I ��f ��7i�'��I��I��1�� - ��■■��■■�� = . , ■■■■■■t��■■■■�I�1■■�=■■■�t�!!■■■■■■■■■■■■■■■■■■■■■■■■ . . - �■■■■■■■■■■■■■■�,. �: ��., : I�■■■■■��■■�fE�■■■■■■■■■■■■■■■■■■■■0■■� � . , ■■■■■■■■■■■■■■��i�■■■■��■■�I�1■■�■■■■■■■■■■■■■■■■0■■ . . .:�■■■■■■■■■■■■■■■■■■■■■■■■■■��■■■■■■■■■■■■■■■■■■■■■■■■■■■■� = .,■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■0■■., ■ ' .�� ■ .�� u��'il�i�� ■ �� .. iO�i�i�ii�i,�R�i�,�i, ■ �� .. : �■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� . �■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r��.�� 1 • • 1 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) SITE 1 16+84-L- RT. BANK STABILIZATION < 0.01 < 0.01 7 17 SITE 2 17+11-L- LT. BANK STABILIZATION < 0.01 < 0.01 10 20 TOTALS": < 0.01 < 0.01 17 37 0 *Rounded totals are sum of actual impacts NOTES: Temporary surtace water impacts for bent removal station 17+23-L-LT. 0.0035ac/ 33', station 17+60-L-LT. 0.0038ac / 33' � v L �I � e� a �. _ �� m � � J � % � m � � � •3 � a � � o � � � a f» � � m r9 �� , � Z . �, ��o w�� N�� , w�� w�� N—�a ��Az �� ,�,�� at�u�v �� O �' >.f� fff tA �o� 2 [r� tfl Fa � �f» t» 1a 1� E ��AtAW � � I � .� � V W 0 � � � � � \ \ � V � � � V � � O V �ee �neer ifa r�or Lnaex or �neers See Sheet 98 For Lonventlonal Plan Sheet 5ymbols JFF�� N �Q' �� .C-�\�� ,l i' �� A.�� . �� G UILFORD. CO U1�TY LOCATION: BRIDGE 1110.161 OVER SO. UTH B UFFALO CREEK 0111 SR 2821 (HARVEST ROAD) TYPE OF WORK: GRADI11tG, DRAI11lAGE, PAVIIVG, A11tD STRUCTURE BUFFER IMPACTS PERMIT a�� B-5344 � PROI.N . F.w.�ROJ.NO. ESCRIPTION 46058.1.1 BRZ-2821(1) PE 46058.2.1 BRZ-2821(1) WW & UTILITIES 46058.3.1 BRZ-2821(1) CONST. \ � ', � 11 1 ,, 1, , � t� DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, SAG VERTICAL CURVES, AND `ASSOCIATED STOPPING SIGHT DISTANCE. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 50 25 0 50 � 0 `-17L� T� - PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 70 5 0 70 20 PROFILE (VERTICAL) DESIG11l DATA ADT 2016 = 430 ADT 2040 = 600 K = �2 % D = 55 % T = 7 % * V = 40 MPH * TTST 1°/a DUAL b°/a FUNC CLASS = LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-5344 = 0.136 MILES LENGTH STRUCTURE TIP PROJECT B-5344 = 0.020 MILES TOTAL LENGTH OF TIP PROJECT B-5344 = 0.156 MILES Prepo�ed ln ihe Offlce of: DIVISI0111 OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 2012 STANDARD SPECIF7CATIONS RIGHT OF WAY DATE: JAMES A. SPEER, PE MAY 2 B� L O� rJ PROJECT ENG/NEER LETTING DATE: DANIEL W. GARDNER, JR., PE MAY 17, �LO�6 �'ROJF.CT DESIGN ENGMEER HYDRAULICS ENGINEER P.E. S/GNAT(IRE: ROADWAY DESIGN ENGINEER SlGNATURE: P.E. BUFFER DRAWING SHEET 1 OF 4 0 �� N � � ZZ TO MCLEANSVILLE 1�1R1E�,d�l[IN.��B� 1��..�IV� DO NOT USE FOR CONSTRUCT[ON 0 � o ?� N � � � � � � � t» � � � � � � � Z ALLOWABLE IMPACTS ZONE 1 � ALLOWABLE IMPACTS ZONE 2 � DENOTES RESTORED BUFFER - �* � \ � � � x PASTURE / E � O ��`R� � � 1 \ , � 1 � � / \ SARA LOMAN NEWSOUE �� ,`\,� � {� � x / / � \ /� , 3, q5 ELEC c/ X-X- � � / �� SEE DETAIL A 3// \, � // /E � s N � / /E Qow� s6 3z �2'�R{P (�� C P � � /�S O�µ�P6 �� E \ (l"'�G // �` � � �� ` � � � JONN C NEWSOME � �� SARAM L NENSOME � / � ' \a\ / i � E�P / �o� � / a4 /`�e� a � 5 � �3 �� '� ' i €� i' ' I '� I �, �, �. I X � � I i � X� RIP-RAP DITCH DATA RIP-RAP DITCH DATA DA= 2.2ac DA= 2.29oc SLOPE= 0.076 SLOPE= 0.013 L REQ.= 17' L REQ.= NA L PRO.= 18' L PRO.= NA Q2= 6.Ocfs q2= 6.3cfs V2= 2.bVs V2= 1.2VS D2- 0.4' D2= 1.0' Q10- 7.6cfs q10= B.Ocfs V70- 2.9Vs V10= 1.3Vs D10- 0.5' D10= 1.0' STA. 16+50-L-LT STA. 17�, 00-L-LT *FOR INFO ONLY s Waoos 04�� E�i �'jX / IJ� � / I � � � �� _X-X�/� � ; T / � qf� � / 6g EZ �M� , ��il/ �t,/- '� ./ /al3 P / /�I � �uK� p0 23 6 3 ,-�.l / 2 \� ` �� W� �� I I PASTl1RE �'x � � �� I� �f`� � �3 �,� �fI�M �,�/ /� �� ° �� ED TAIL i�iX-� i� ��. � �,� 5 ETAIL� � I �✓� / f / � + IN G %/ / �/ F /�/ �/ � SEE DETAIL G- w000s � � � 2 / � 1 `4,3' aEeaR Posrs . � � / /` �� a wiRe ' / $ � / � �5 � A,�A +� � �1 �, j/ - - E�P �.��1 � � �+ N � ��^ / %� e c�5�w000s \-� � w 1 \ \ .. <� � 1 � � � O+ �- �� /� �°N�l��o`�e� � Bte�z�r ir..-�� 1 � � � �. � Ql � / cpec� �EV. - �� .e�� 1 c�j k � 1�� DAYIN�N LEWiS � �� a'�� N ��`_ �� f�� Y � ��I �o�R4P % , , \ � �� /- E�e � � A � � � � . � � . o A ,'� � � A r � � � � �� 3 � ` �� L 1 \ iir 1� \ � \ � , \ � \ � � `\ �� \� . , � � � � �/ � �� \� `� \� � ��- t �j '� `� j �� Sy 1 \ � �` ;; . . �-� . \ � ��T 1 �� '. � . � � , i ,-.,� � . � , , y � ��r� . . \, � � �� , � 1 1 1 I ` � ` ` ` � �, , � � 1 S ICKY LEE IOMA 1 ViCKiE 5 LOM 1 1 WOODS %=� _` SEE DETAIL Q�_J w000s BRIY RAY LOMAN PUE --7-fN �'-��1E - rv � m m � / �sEE r , ��ASs \ \ �� O �I ' % � ;. SPECIAL CUT BASE DITCH � No� �o scolc� � G�oun�l 1:1 p.\o 0� � rra�i 0 H o'�a d _ sono B Min.D-0.8 Ft. Mox. d 1.0 Ft_ B 2.0 Ft, of liner PSRM FROM STA.12 + 25 TO STA.13 �� 85-L-LT. FROM STA.12+25 TO STA.15+00-L-RT. DETAIL F RIP RAP AT EMBANKMENT i No� �o scaiel to mi�. Dirch � .o'mi�_ . - Z.o FT. Grod GEOTExTILE � Type o( Liner= 16 TONS,CL II Rip��Rap + = 1. JPE- EQ.= 'RO. _ = b - o = i. s�rs / = 2. Ns / _ p STA. b i 66-L-RT F� FOR INFO ONLV / � � / I /�/ /�/ � / � � � � �� , � � � / o �� i � m �BM •I 0 � � SEE SHEET 1C-1 ,� / / ELEV. = 678.77 � � BENJAOMRES w000s � N �� 2 c� RNJ SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER 1P]f81EII.d1�1[IN�IB� ll�b,AN� DO NOT USE FO CONSTRUCTION BUFFER DRAWING SHEET 2 OF 4 ��`� � � � � ��.� � ��' � �� €� �� ;� � � � � � �� s � �� 3 t� � � � � � � �� w00DS (�- PUE -9 � �� -� .. _ �C w � � � w F ,, � �,� 4,�� _ � ,- �-� � �� Ex�sr�N� R,w �- � F F_ �-� F t�� _--18'_RCP---- -- �___ �. --- ----- -- _- - �� 2.. .. -' �3 �--_ _ TO McLE �. .. �� - -'- • � m N m/ WOOD$ I I � SPECIAL CUT BASE DITCH � Ho� �o s�aie� NNUIaI � Gro�nd 2.-� A� �e� d � F�� ono B Min. D 1.0 Fi. M . d-1.0 Ft. B �x .0'f� Type of L'ner PSRM FROM STA.74 �i 09 TO STA.15 ; 50-L-LT. DETAIL G LATERAL BoSE DITCH �HO� S�ole� b F'ill raun p �h� Slope d . g Min. �=1.0 F. � Mox. d=1.3 Ft. 8=7.0 F�. b 2.0 F�. I Type of Liner- PSRM FROM STA.15+00 ..�...�, � �., ..�. _-E� _ � -_ -SEE DE CL455 B J BENJ4AIM M4E5 � DETAIL C SPECIAL CUT BASE DITCH �Nof�a Scolc� Nolurol � �� L Fr Ground 7.� � He� la�e d � F�� o��n ceo�e.ne B I M n. D 1.0 R. Mox. d 1.0 F. B 4 0 Ft. Y��1(--lt-Cy!}�RL� � FROM STA.15+50 TO STA.16+00-L-LT. DETAIL H TOE PROSECTION � no� o �ale7 OY' ' 1�(�F'� SLOec cxouuo d F d=1.0 Ft. _ � � -E Type ofLiner= B R'i � FR .181- 25 TO STA.18 - 50-L-RT. � DETAIL D DETAIL E LATERAL BAsE DITCH $TANDARD BASE DITCH [No�ro cole� �Not10 Smle) b Na��ral �ral c,oural _ - Ground 2:/ D ti� G�ound ��a L� � o "�,. si ,e d d GEOiEXT LE ' g Geafex�ile -' B M n. D- 1.3 Ft. � M n. D 1.0 Ft. Max. d- 1.0 ft. Mox. d 1.5 Ft, ��yhen B's <: 6 0' B 4.0 Ft. 'WM1 B' �. 6.0' B 4.0 F1. w�f� _ P 6 2.0 Ft. Type ofL ie- CL B Rip Rap FROM STA.16 i 00 TO STA.16 i 76-L-LT. FROM STA. 16-76 TO STA. 76-95-L-LT. � ioa o� ioa SCALE:1"= 100' SEE SHEET 5 FOR -L- PROFILE � o� � � �� BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ftz) (ft2) (ftz) 1 Roadway Fill 16+25/17+02 RT.LT. X 2147.4 2147.4 Roadway Fill 16+46/17+07 RT.LT. X 586.7 586.7 Bridge 16+55/17+30 RT.LT. X 2852.3 2852.3 Bridge 17+2g/17+g6 RT.LT. X 1230.9 1230.9 Roadway Fill 17+62/18+08 RT.LT. X 595.5 595.5 Roadway Fill 17+67/18+10 RT.LT. X 1042.7 1042.7 Excavation 16+63/16+97 LT. 1104.2 Excavation 16+79/17+15 LT. 803.1 TOTAL: 4670 3786 8456 0 0 0 803 1104 � � �- � o� � � � T � �i � � m� ,� 6' o �r �� w �� u, Ta 0 oz �, � w z o `!' � o� �� N��A � � � � .� � V W O � � � � `�J � 0 V � � � V � � O V See Sheet 9A For Index of Sheets See Sheet 18 For Conventlonal Plon Sheet Symbols vF�\�� / `\ � 1` � \� \\ � �o ��o� �, , - J ,, �� , , � �, , = \, ,� ,, �, , ,, 1�, � DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, SAG VERTICAL CURVES, AND � SSOCIATED STOPPING SIGHT DISTANCE. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II. �� G UILFORD CO U1�TY LOCATION: BRIDGE N0.161 OVER SOUTH BUFFALO CREEK 011t SR 2821 (HARVEST ROAD) TYPE OF WORK GRADING, DRAINAGE, PAVIIIIG, AND STRUCTURE , 0 � N � �ZZ TO MCLEANSVILLE PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION Prepared In Me 0/flce of: �'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2016 = 430 DIVISION OF HIGHWAYS 50 25 � 50 �0� /000 Birch Ridge Dr., Ra[eigh NC, 27610 r�O�P� � � ADT 2040 = 600 LENGTH ROADWAY TIP PROJECT B-5344 = 0.136 MILES ��° �°�� K ° � L % 2072 STANDARD SP6C/FlCATIONS �9� p' PLANS LENGTH STRUCTURE TIP PROJECT B-5344 = 0.020 MILES � � D= 55 % TOTAL LENGTH OF TIP PROJECT B-5344 = 0.156 MILES sicxazunE: PE � � 50 25 0 50 100 T= 7��a * RIGHT OF WAY DATE: JAMES A. SPEER, PE � � V= 40 MPH MAY 28, 2015 PRO�FCr ExcrnrFen ROADWAY DESIGN ° PROFILE (HORIZONTAL) * TTST 1% DUAL 6% ENGINEER ��. �� FUNC CLASS = LOCAL LETTING DATE: DANIEL W. GARDNER, JR., PE �� g�� 10 5 0 10 20 SUBREGIONAL TIER MAY 17, 2016 PRO�ECr nESrcx ExcrNEEa PROFILE (VERTICAL) PE SIGNATURE: Lt) � � N � Note: Not to Scale *S. U.E. = Subsurface Utility 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 Existing Historic Property Boundary O EiP � O E[M i23 -X—x—x- � � �, � - - - - w L B - - - - wLB E<B EPB xPB Known $oil Contamination: Area or $ite � Potential Soil Contamination: Area or Site — � BUILDINGS AND OTHER CULTURE.• ��r .�. Gas Pump Vent or U�G Tank Cap O Sign � WB�� w Small Mine 'SZ� Foundation � Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 BufFer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump �----J �s — BZ 1 BZ 2 5�'�°]�]C �iF�° 1�C��°]�i�[ �C��$�]Ie�1�� 1[�� ]F �[��iE�I�� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Standard 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 C1A 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 � CSX TRANSPoRTATION MILEPo T 35 �0 �� 0 W W i� 0 W �� J J TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed $lope Stakes Fill - - - F - - - Proposed Curb Ramp CR Existing Metal Guardrail Proposed Guardrail T T T r Existing Cable Guiderail n n � P d C bl G'd 'I n n n n ropose a e ui erai E Equality $ymbol � Pavement Removal °� �" ^ i�EGET�ITION.• � Single Tree �� Single 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 $torm $ewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer WG Power Cable Hand Hole H-Frame Pole Recorded WG Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: WATER: Water Manhole OO Water Meter o Water Valve � �? Q f? Q Water Hydrant � �,�eYO�a Recorded l!/G Water Line • Designated WG Water Line (S.U.E.*� - - - -•- - - - Above Ground Water Line A�c wa,a� CONC - J CONC WW I � CONC HW �--------� �CB OO s • • O /1 r �� Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole OO Telephone Booth ❑' 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 WG Telephone Conduit '� Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - - Recorded U/G Fiber Optics Cable T�� Designated U/G Fiber Optics Cable (S.U.E.*� - - - -T °°- - - rv: N Satellite Dish CC TV Pedestal ❑O TV Tower � WG N Cable Hand Hole HH Recorded U/G N Cable �° Designated U/G N Cable (S.U.E.*) - - - -*�- - - - Recorded U/G Fiber Optic Cable �° F� Designated U/G Fiber Optic Cable (S.U.E.*� ----T� F�- -- GAS: Gas Valve � Gas Meter � Recorded U/G Gas Line � Designated U/G Gas Line (S.U.E.*) - - - -°- - - - Above Ground Gas Line A�c co� SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0+ U/G Sanitary Sewer Line s� Above Ground Sanitary Sewer A�c sa�,+o�Y Sewer Recorded SS Forced Main Line Fss Designated SS Forced Main Line (S.U.E.*) — - - - -�ss- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic $ignal 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 • O O ❑s ��.� � 0 � AATUR E.O.I. � � U �, N� �{i�0 ZOp'1 Npo 93�N5R5 �� O . �� B-5344 S UR VEY C01�TROL SHEET STA.12+00.00 -L- BEGIN TIP PROJECT B-5344 NCDOT BASELINE STATION 'BL-5' N = 860557.8435 E = 1800852.4078 _ /' ��\ `� S�R(/ �� /V� \ // /� ` \ // // ' � \ i � �� f� � �� i i �\ � � � \ `` \ \ NOTES �' � \ �/��0�� i�i�S�i- � � � � \ �P``�� `\ � �� . � m �� BM2 ELEV = 700.87 � � �s. 1 � .. �_�s/� ,/ /��' -_' / �� NCDOT BASELINE // /�/' STATION 'BL-4' � � / N = 860700.6833 � � � / E = 1801258.3681 ' i /// �// I BASELINE DATA � � BU FFALO =EK 8MI ELEV = 678.77 m PROJECT REFERENCE NO. SHEET NO. B-5344 1C-1 Location and Survevs NCDOT BASELiNE STATION 'BL-3' N = 860616.O180 � E = 1801675.1660 ��-__ TO MCLEANSVILLE \ -----_ -L- SR 28211HARVEST� RD.) NCDOT BASELINE STATION '85344-2' N = 860427.4450 E = 1802098.0700 , STA. 20+25.00 -L- END TIP PROJECT B-5344 BL POINT DESC. NORTH EASi ELEVATION L STPTION GFFSET ____________ ________________ ________________ ________________ ________________ ________________ ________________ 5 BL-5 86�557.8435 18�8852 4878 708.72 OUTSIOE PROJECT LIMITS 4 BL-4 86W8m.6833 18�1Z58.3681 692 38 13-95.44 66.46 LT _ BL-3 86a616.m180 1801675.166m 677.59 18�m1.mm 5m.82 LT 2 B5344-2 868427.4450 1802898.0778 699.43 22-59.21 15.98 RT 1 85344-1 86�27E.128� 18�2E37.343G 71%�.SB OUTSIOE PROJECI LIMITS 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS.//CONNECT. NCDOT. GO D/RESO URCES/LOCATION/PAGES/DEFAULT.ASPX THE FILES TO BE FOUND ARE AS FOLLOWS: B5344_LS_CONTR OL. 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. pATUM pESGRIPTION THE LOCALIZED COORpINATE SYSTEM DEVEIOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "85344-2" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 860427.4450fftl EASTING: 1802098.0700fftl ELEVATION: 699.43'Iftl THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT fGROUND TO GRID) IS: 0.9999566827 THE N.C. LAMBERT GRID BEARINC AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B5344-2"' TO -L- STATION 12+00.00 IS N 80°41'S7" W 1.038.50 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 BENCHMARK DATA 8�11 ELEVRTION - 678J7 N 86ID68ID E 1881735 L STAUON 18�41.80 129 LEFT R/R SPIKE IN L3' BIRCH „ , ........................................ ��z ��EVArzoN = ��.e� N 860512 E 1880989 L STATION 10�98.0� 61 RIGHT R/R SPIKE IN I1" CEDAR L TYPE sT�T I ON �ORTI-i EF�ST POT 7��.CO 868�48.3736 1800878,8�29 PC 13-�i2.24 86�619.2619 18�1172e6115 PT 16�31.71 R6�61�ivID533 1�3!�149Re4426 POT 3��3.16 86�43�e8187 18�2144e6877 -�- PRELIMINRRY NEW R/W MONUMENTS RLIGN STRTION OFFSET NORTH -R�T L 13��2e24 45eB� 86�575e5171 18�1183e1659 L 16•31e71 �5eB� 86�559�7424 19�1486e2293 L 20-25.�8 30.ID� 86�477.4386 1801868.827R L 12°��.0� 3�.�DP� �3F�566e11S2 18�1�784.26�3 L 18-BBe�� 45e�� R6�524e�F79 1ii!�1648e21�17 L 18-�IDeBID 3IDeB� 8G�538e5ID48 18�1652e2727 L 13-�2e24� -3�.�0 86�648e4251 1E3�1165e5752 L 2f�-25. �D�i 3P�. �� Fsh�535 �]�s66 1 801885, 1 1? 7 NOTE: DRAWING NOT TO SCALE � � N m �, V Y � � ; � �, � � o. �� T o �� PAVEMENT SCHEDULE G.1 PFlOP. APPROX. 2Yp" ASPHALT CONCRETE SURFACE COURSE, TVPE SF9.SA, AT AN AVERAGE RATE OF 13�.5 LBS. PER S0. YD. IN EACH OF TWO LAYERS. PflOP. VAR. �EPTH ASPHALT CONCRETE SUFFACE COURSE, TVPE $F9.SA, C'Z AT AN AVERAGE PATE OF 110 LBS. PEP S�. Y�. PER 1" DEPTH. TO BE PLACED IN LAVEflS NOt TO EXCEED 1%p" IN DEPTH. E1 PPOP. APPROX. 5" ASPHALT CONCRETE BASE COUflSE, TVPE B25.0B, AT AN AVERAGE PATE OF 570 LBS. PEP S�. VD. PFOP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TVPE B25.OB, E 2 AT AN AVERAGE FATE OF 114 LBS. PEF S�. YD. PER 1" �EPTH. TO BE PLACED IN LAYERS NOT LE55 THAN 3" IN DEPTH OR GREATER THAN 5%p" IN DEPTH. T EARTH MATEHIAL. �J EXISTING PAVEMENT. W VAFIABLE DEPTH ASPHALT PAVEMENT (SEE STAN�AR� WE�GING DETAIL�. )TE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. � —L— i PROIECT REFERENCE NO. SHEET NO. B-5344 2A-1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION � SURVEY TYPICAL SECTION NO. 1 USE IN CONJUNCTION WITH TYPICAL SECTIONS NO. 1 AND 2 -L- STA. 13 + 00.00 TO STA. 15 + 50.00 LT. EXISTING. GROUND I VAR. WIDTH 3' :E X-SECTION q:l 10' � —L— 20' 10' GRADE POINT C1 ` I � .�2 .�2 � I 7.5" T E1 E1 GRADE TO THIS LINE TYPICAL SECTION NO. 2 3' ._ O8� V �R2�T O a.� U U Detail Showing Method of Wedging NOTE: TRANSITION SUPERELEVATION FROM EXISTING TO TYPICAL SECTION NO. 1 -L- STA. 12 + 00.00 TO STA. 12 + 75.00 USE TYPICAL SECTION NO. 1 -L- STA. 12 + 75.00 TO STA. 14 + 67.00 {ISTING -L- STA. 18+36.00 TO STA. 20+25.00 ROUND NOTE: MILLING REQUIRED FOR PAVEMENT TIE-IN W 6, Z 9' W/GR g J W � VAR. ~ 5'-5" " TO C 1 � 6'-0" � .02 . � .02 . O8� � �R ?'I 7.5" TO E1 T 4�7 GRADE TO THIS LINE � EXISTING �ROUND USE IN CONJUNCTION WITH GUARDRAIL LOCATIONS -L- STA. 15 + 85.13 TO STA. 16 + 72.63 LT. -L- STA. 15 + 76.87 TO STA. 16 + 64.37 RT. -L- STA. 17 + 77.63 TO STA. 18 + 52.63 LT. -L- STA. 17 + 69.37 TO STA. 18 + 44.37 RT. *NOTE: TRANSITION FROM 3' TO 9' SHOULDERS IN THE AREAS OF THE 8:1 TAPERS USE TYPICAL SECTION NO. 2 -L- STA. 14+67.00 TO STA. 16+68.50 (BEGIN BRIDGE) EXISTING -L- STA. 17+73.50 (END BRIDGE) TO STA. 18+36.00 �ROUND � � N �� , V Y V V ln O � -L- I 33' OUT TO OUT " 5'-5" 10' 10' 5'-5" � GRADE 6.25"@CL 2.5"@CL POINT 2.5"@CL BEARING BEARING BEARING C 1 yy y�/ C 1 .�2 .OZ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETAIL FOR WEARING SURFACE ON BOX BEAM BRIDGE TYPICAL SECTION NO. 3 � � USE TYPICAL SECTION NO. 3 L -L- STA. 16+68.50 (BEGIN BRIDGE) TO STA. 17+73.50 (END BRIDGE) PROIECT REFERENCE NO. SHEET NO. B-5344 2A-2 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PROP. 2�/p" SF9.5A PROP. VAR. DEPTH 2%2" SF9.SA PROP. 5" 825.OB PROP. VAli. DEPTH B25.08 EARTH MATERIAL E%ISTING PAVEMENT VAR. DEPTH WEDGING � z � Q � � � � � �` � � -L- P/ S�a /4+70.66 p = 29 /8' 455' lRTI D = 8' S3' 48T L = 329.47' T = /68.43' R = 644A0' SE = SEE PLANS � r5 - ravtu SHVULUtR ❑ � SBG SHOULDER BERM GUTTER SKETCH SHOWING BRIDGFiROADWAY RELATIONSHIP NOTE: OVERLAY AND WEDGE PAVEMENT TO TRANSITION SUPERELEVATION FROM EXISTING i � 1�x AT -L- STA. 72+00.00 TO BEGW GRADE AT -L- STA. 12+75.00. � / I�� I� �x I � � eo°�E� � � I C3 > io5.5s x I � X�X_X �P,3 {� �X � .�i X I I 60 EPSEM i wEa z� 3z � i i `� y°°w` pe �z3 , f` x \ X I �I + 1.75 -L- ��69.47 \ J' � 0. 2 T � 94.73' L' / I PFlSTURE +00.00 � X SPEQAL GRADING SEE 92.30' L ;� I I X-SECTIONS -L- STA.14+7 �'. X TO STA.17+00 LT. \ PASTURE / I Ilw -� SEE DETAIL D /E ��\ I � 64.40' E E DETAIL C -�� X � � x � 9 I� �� 4 � �� O �, RETAIN EXIST. RNJ � � y � 1 � / � w �� x SAR4 LOMAN NEWSOAIE X �� M see oerna a � DB 987 t+C 928 I� x-� I� � +02.24 � E iB. I �' ty X 35 60 LT;c \R��I � ,y � 1 � / 30.00' LT /¢ ' , . - 4� l� + 2.24 -L- I ,--, I\I¢m �� '�R�.�� \y +oo.ao -�- � �\ � 30.00' LT / � \ N +iac L- Sk�12+00:00 � � I N TI P PRO �CT 344 � MENS �� ,z•AacP P �2 / �\ ; y., c�WFF G O KE 2 u Qe ,� � -� - P�T/J7 /�+ "Q ` 42. 0'� SEE DETAIL A / / �°� 4 3- 45 E�E� o�-i-� �7'� �x � �T �c;� 'i�'`G +50.00 -L- 4 \\�Q � / 45.00' LT � � � ; e � ,. ..�i+�/ ., . �O_ �. � � \ i' � � � 7 JONN C NEWSOME � � � � � �� ARAH L NEYISOME � �� ' OB �BW PG �& �aA � / �� P / � --�-' - • �.. � �� Zd j��`�� as.ao Rr \ / �� \ BE�ARWPC & I \ � � / \� � \ O `�� , �� V �� 5 / � 2 U� _ � \ \ � % � ' � . � ,� E1P - \ �1 � / / � „�P � � � � BEGIN GRP �- ` %/5 e E�Sjw000s ��\ � � -L- STA. 12 - � � � �� . QM '2ma N `1 1 _ � � +00.00 �- , �- oy��nPao+ 5 EE sHE�� e � r 1 V� �oo� ar � s � P��ct`0� ��ev. • T� °. ��. � L �W� f,.� i�.- uawN N �ew�s � i�` ��ti' �T% Y 08 7058 PG i75 � � � � I. so^�R4P� � % /,�. \ � � �� {� /- E�e � 0 � v � 1 �� o v � � � � �3 � � �\ � �1 � � � � � � � � � � � � �'l '\ \ � J V � � � �� 1 , \ � � � � \ � � � � 1 \ \ . 1 1 11 1 � � 1� `\ � � �� ' \ \� � � � \� �A \ \. 1 � � \ � \ \, � � 1 \ � ICKY LEE LOMA�,1 � & ViCKiE 5 �OMAW 1 B 32W FG W501 1 1 1 � / � _ w000s / 5 / / / / / I I a� +75.00 -L- � 115.00' LT I +1 � . I 90.96' LT �. so 00 �- � �`� °�'o , -,�b.�� T �5 � � � ?°� ,� � 1 PUE SEE DETAIL G� / +55.00 -L-\ WOODS 45.00' RT 60.00' RT BILLY RAY LOMAN � DB 3��7 PC 718 PB 75 PC 57 I +� by33 / / /E� � / / /E/ �/ % / / �r �/ F� OV XISTING BRIDGE O V''J J BENJAMiN MRES NO REFERENCE W�LS STA. 20 + 25.00 b 8 00 -L o•�T END TIP PROJECT B-5344 / + 5.00 -L- r 39.56' LT SPECIAL GRADING SEE "� 75 00' LT %-SECTIONS -L- STA. 17+75 'i I �� BM '= � TO STA.16+75 LT. -�- � sE- sHEtT �r-� w000s �T ELEV. = 678.77 �/ 10.00 -L- �+18.05 _L- +40.00 -L- 39.11' LT 33.75' LT ' S.00' LT 06.34 -L- 75.00' LT AIL E � � / 37.89' LT 61.80' LT F +05.00 -L- RETAIN E%IST. RNJ 7.n' �i PUE +25.00 -�- " , / / _ _ ao.00 �T s _w� r_/ _�-�=�--�j��;4.�-R_%t�i 7r_� lL3E�L- � F- - � F _�_ F . � �o � -� o, E DUE-Q +INC. � TYP. J BENJAAUN MiLES +oo.oa -�- NO REFERENCE ao.00' Ri n zs � '� B RIP RAP /1 � +annn _i_ � m 30.00'VRT b TONS+/- /.� \ 30.00' RT 45.00' RT �`� � 40.00' RT yypp,� 60.00' RT �� 60.00' RT DETAIL A SPECIAL CUT BASE DITCH � No� ro s�oia� Not�rol Ground ?�) A, l on�F D P°�s� sioae B -OB F 0 0 N �s � � Z � PROIECT REFERENCE NO. SHEET NO. 8-5344 4 WW SHEET NO. :OADWAY DESIGN HYDR.4ULIC5 ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION �� ;�4� � � 4�� 4 � -L- POT Spd �3 � �� 3 4:3 � � / �1 EXISTiNG R/W 4;r"" -' I -- 8_kfP--7- - ------ ----- -r -' Ir N __ R � w000s � 'n °_ m SPECIAL NT BASE DITCH i ne� m s<aie� No�urol p.� �� f�r'n� Ground 2:/ t�e� i cn d � E�� sioae B Min D-10 Ft - rl, / :�7JTVG.G`r O / -L`- /"/ J/U. / r,7i.i i Min. D- t . - . . J Moz d=1.0 Ft Mox d=10 F. -� � B=2.0 F. B=2.0 Ft. � � �--�� \ Type of Liner= PSRM Type of Liner= PSRM �-��../� FROM STA.12+25 TO STA.13+85-L-LT. EST. 150 SY PSRM FROM STA.14+09 TO STA.15+50-L-LT. FROM STA.12+25 TO STA.15+00-L-RT. EST. 257 SY PSRM EST. 132 SY PSRM � s2 � 0 s� o_ ?,.°s. \ \ \ \ DETAIL D LATERAL Bo SE DITCH ,�o� ��o�a, ,I� i Notural i'rll �,o��a z:� o ., .hi s�oPe d GEOTE%TILE g Min. D- 1.0 F. Max.d= 1.5 F�. �wne� B i: < e.o' B= 4.0 Fi. Type oi L'mer= CL B Rip-Rap 6= 2.0 Ft. � FROM STA.16+00 TO STA.16+76-L-LT. EST.144 SY PSRM EST. 51 TONS RIP RAP � DDE=46 CY EST.133 SY GEO7EXTILE � 65°38'21'E DDE=219 CY ie- � „ s �n°ovos� e " - zis.az� � � �II o E- II� __- -* - `- _ _ - � w s6°io'z�^w _ -E � - - 53�!a� �� . �3 � � � DETAIL C $PECIAL CUT BASE DITCH � Hm m s�oie� Nolurol p.� °� Franl Ground 7.� o�e� o'pe d � F� � �, ceo�e.rle B Min. D= 1.0 Ft. Mox. d= 1.0 Ft. B- 4.0 Ft. fype af Liner- CL 8 Rip-Rap FROM STA.15+50 TO STA.16+00-L-LT. EST.28 TONS RIP RAP EST. 75 SY GEO7E%TILE DETAIL E STANDARD BASE DITCH , �o� �o s�a�e, Now,oi Nm��oi Ground ?�� 1� Ground d ° Goo�ex��le B Min. D= 1.3 Ft. Ma�. d = 1.0 Ft. 'Whu� B'is < 6.0' B= 4.0 Ft. DETAIL F RIP RAP AT EMBANKMENT iHo��o s�ia� io m�� Difch �.o.m;,,. o rr. Grade ceorexn�E Type af Liner= Ifi TONS, CL II Ri�Rop Geatextile= 16 SY FROM STA.16+66 TO STA.161-84-L-RT. FROM STA.16+95 TO STA.17+10-L-LT. - - _- *DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED. SEE SHEET55S 1�THRU SR� POR STRUCTURE PLANS