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Home My WebLink About20150257 Ver 1_Application_20150309I�imley �>� H�o�rn March 6, 2015 Mr. Tom Steffens US Army Corps of Engineers Washington Regulatory Field Office 2407 West 5th Street Washington, NC 27889-1000 Mr. Rob Ridings NC Division of Water Resources 1650 Mail Service Center Raleigh, NC 27699-1650 RE: TIP# EB-5508 — New Hope Road Multi-Use Path Project — Nationwide 14 Permit Application Goldsboro, Wayne County, North Carolina Dear Mr. Steffens and Mr. Ridings: On behalf of our client, the City of Goldsboro, Kimley-Horn is submitting the attached Pre-Construction Notification package for authorization under Nationwide Permit 14 for the above referenced multi-use path project located in Wayne County. The project proposes to construct 0.83 mile of 10-foot wide paved multi-use path with 2-foot gravel shoulders along the south side of New Hope Road in Goldsboro. The project begins at the intersection of New Hope Road and Wayne Memorial Drive, and continues east to the intersection of New Hope Road and Hare Road. Kimley-Horn staff conducted a field reconnaissance of the project corridor on January 21, 2015 and identified a linear field ditch (feature S2), two perennial streams (Reedy Branch and S3), and two jurisdictional wetland features (wetlands W1 and W2) within the study area. The proposed multi-use path will utilize elevated boardwalk structures in W1 and W2 to minimize wetland impacts, and permanent impacts to Reedy Branch have been entirely avoided with the use of a 70-foot prefabricated pedestrian bridge that will span the entire width of the stream channel. Due to constraints within the project corridor posed by an existing sanitary sewer line and other infrastructure, constructing an elevated boardwalk within the entire wetland area of the alignment is not feasible, and unavoidable impacts will result to W1 and W2 due to the necessary use of a paved greenway path along part of the alignment. The total wetland impact proposed by the project is 0.22 acre, and mitigation has been secured through the NC Ecosystem Enhancement Program's in-lieu fee program (ILF) due to the lack of available third party mitigation credits in the Neuse 03020202 watershed. Stream S3 will also be impacted due to the extension of an existing culvert beneath New Hope Road that will allow the proposed multi-use path to cross the stream. Only 66 linear feet of S3 will be impacted by the culvert extension, and a headwall will be utilized at the culvert inlet to minimize impacts associated with fillslopes and slope stabilization. The impacted reach of S3 has been historically disturbed by a utility line crossing, and extending the existing culvert will result in the least amount of stream impact while also helping to stabilize the stream system through this previously impacted reach. Kimley>»Horn To assis[ in your evaluatlon, the following tlocumen[ation has been included with this appllcation: � Pre-COnstruction Notification � Signetl Agent Authorization Letter � Vicini[y Map � USGS Topographic Map � Juristlictional Fea[ures Map � USDA/NRCS Soil Survey Map Pa9e 2 � FEMA Flootl Hazartl Zone Map � NC�WQ Stream Identificaflon Forms � Stream Assessment Workshee[s � USACE Wetlantl Data Forms � NC�WR Bufier DeterminaHOn Letter • Preliminary JD Request If there is any additional information that you neetl to asslst in the processing of this Nationwitle Permit application, please tlo not hesitate to contact me at (9'19) 678-41 55 or Jason. Hartshom@Kimley- horn.com. Sincereiy, j Jason Hartshom Environmental Analyst AttacM1ments Cc' Jason Lawing, P.E, Klmley-HOm Guy M. Antlerson, P.E., City ot Goldsboro I I i �� i Q��F v� a re9�� > r ta ^c Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Ap licant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 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: TIP# EB-5508 - New Hope Road Multi-Use Path 2b. County: Wayne County 2c. Nearest municipality / town: Goldsboro 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state EB-5508 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: City of Goldsboro 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if Guy M. Anderson, PE applicable): 3d. Street address: 200 N. Center Street (P.O. Drawer A) 3e. City, state, zip: Goldsboro, NC 27533-9701 3f. Telephone no.: 919-580-4377 3g. Fax no.: n/a 3h. Email address: manderson@ci.goldsboro.nc.us Page 1 of 12 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: 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: Jason Hartshorn 5b. Business name (if applicable): Kimley-Horn 5c. Street address: 3001 Weston Parkway 5d. City, state, zip: Cary, NC 27513 5e. Telephone no.: 919-678-4155 5f. Fax no.: 919-677-2050 5g. Email address: Jason.Hartshorn@Kimley-Horn.com Page 2 of 12 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification N/A (linear transportation project, currently within right-of- 1 a. Property identification no. (tax PIN or parcel ID): way acquisition, and will be fully acquired prior to construction) 1 b. Site coordinates (in decimal degrees): Latitude: 35.405478 Longitude: - 77.937010 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 11.45 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Reedy Branch proposed project: 2b. Water Quality Classification of nearest receiving water: C, NSW 2c. River basin: Neuse 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 proposed multi-use path project area is located on the south side of New Hope Road, within or adjacent to the maintained right-of-way associated with New Hope Road. The majority of the multi-use path's alignment is within historically disturbed areas such as utility easements and agricultural fields. A portion of the path traverses a forested wetland area sloping down to Reedy Branch. The general land use in the vicinity of the project consists primarily of agricultural uses and low-density residential housing, a community college campus, and forested riparian areas along Reedy Branch. 3b. List the total estimated acreage of all existing wetlands on the property: 0.78 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 315 linear feet 3d. Explain the purpose of the proposed project: The multiuse path will provide connectivity from a previously built portion of the path at the Goldsboro Worship Center near Hare Road to an existing sidewalk section at Wayne Memorial Drive. The project will also provide safe and dedicated pedestrian access for students and faculty of Wayne Community College. The project will support pedestrian and bicycle travel between residential, commercial, and recreational facilities around Goldsboro by providing an alternative, safe, and dedictaed transportation option. 3e. Describe the overall project in detail, including the type of equipment to be used: The proposed project will consist of 0.83 miles of 10-foot wide paved greenway/bikeway (multi-use) path with 2-foot gravel shoulders. Elevated boardwalks and pre-constructed pedestrian bridges will be used where practical to span wetland areas and to cross Reedy Branch while minimizing and/or avoiding impacts. Typical roadway and bridge construction equipment will be utilized, including cranes, track hoes, back hoes, graders, dump trucks, bulldozers, and pavers. Page 3 of 12 PCN Form — Version 1.3 December 10, 2008 Version 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: A Preliminary Jurisdictional Determination � Yes ❑ No ❑ Unknown Request was submitted to Tom Steffens (USACE) on January 28, 2015. A Buffer Determination Letter for the project study area was issued by Rob Ridings (NCDWR) on February 4, 2015 (see attached documentation). 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: Kimley-Horn Name (if known): Jason Hartshorn Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A Buffer Determination Letter was issued by NCDWR on February 4, 2015, and documentation has been attached. The Prelininary JD is currently pending with the USACE. 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. N/A 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. n/a Page 4 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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 Page 5 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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) (if known) DWQ — non-404, other) (acres) or Temporary (T) W1 � P❑ T Greenway Construction Riverine � Yes � Corps 0.16 ❑ No ❑ DWQ W2 � P❑ T Greenway Construction Riverine � Yes � Corps 0.07 � No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.23 acres (permanent) 2h. Comments: Unavoidable impacts to jurisdictional wetlands will result from the proposed greenway construction. Elevated boardwalks have been used where practical to minimize wetland impacts, however due to constraints in the project corridor imposed by existing underground and overhead utility lines, minimal wetland fill will result where boardwalks could not be utilized. 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 number - (PER) or (Corps - 404, 10 stream length Permanent (P) intermittent DWQ — non-404, width (linear feet) or Temporary (INT)? other) (feet) (T) Site 1(Stream UT to Reedy S3) Culvert Extension Branch (Stream � PER � Corps 4 66 � P❑ T S3) ❑ INT ❑ DWQ Site 1(Stream UT to Reedy S3) Construction Access Branch (Stream � PER � Corps 4 5 ❑ P� T S3) ❑ INT ❑ DWQ S3 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 66 3h. Total stream and tributary impacts (Permanent) 5 (Tem pora ry) 3i. Comments: Unavoidable stream impacts will result from the proposed construction due to the extension of an existing culvert beneath New Hope Road carrying stream S3, a perennial tributary to Reedy Branch. The culvert will be extended beneath the proposed multi-use path. Five linear feet of the stream will be temporarily disturbed upstream of the culvert Page 6 of 12 PCN Form — Version 1.3 December 10, 2008 Version extension to faciliate construction access for the installation. Temporary impacts will be restored to pre-construction contours after the completion of the project. The main stem of Reedy Branch will not be impacted by the proposed construction due to the use of a prefabricated pedestrian bridge to span the stream. 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 waterbody impact (if applicable) Type of impact Waterbody type Area of impact (acres) number — Permanent (P) or Temporary (T) 01 ❑P❑ T 02 ❑ P ❑ T 03 ❑ P ❑ T 04 ❑ P ❑ T 4f. Total open waier impacts 0 4g. Comments: No open water impacts will result from the proposed project. 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 Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. Total 5g. Comments: No ponds or lakes will be constructed as part of the proposed project. 5h. Is a dam high hazard permit required? ❑ Yes � No If yes, permit ID no: 5i. Expected pond surface area (acres): n/a 5j. Size of pond watershed (acres): n/a 5k. Method of construction: n/a Page 7 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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 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 Buffer Zone 1 impact Zone 2 impact Permanent impact Stream name mitigation (square feet) (square feet) (P) or required? Temporary T Site 1 Greenway UT to Reedy Branch ❑ Yes � P❑ T Construction (Stream S3) � No 3,258 1,517 Site 2 Greenway Reedy Branch � Nos 301 1,022 � P ❑ T Construction Site 3 Greenway ❑ Yes � P❑ T Bridge/Boardwalk Reedy Branch � No 507 0 Site 4 Greenway Reedy Branch � Nos 211 163 � P ❑ T Bridge/Boardwalk 6h. Total buffer impacts 4,277 2,702 6i. Comments: Unavoidable impacts to riparian buffers associated with Reedy Branch and a UT to Reedy Branch (Stream S3) will result from the proposed greenway construction. Much of the impacted area is historically disturbed and/or maintained as the alignment follows the roadside edge of New Hope Road and a utility easement. 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. Overall, impacts resulting from the proposed construction are minimal in nature and have been minimized to the extent practical. Elevated boardwalks were used through the wetlands were practical however unavoidable impacts will result where the existing sanitary sewer alignment limits the use of boardwalk structures. Where used, the boardwalk will be sufficiently elevated to prevent shade fill to the wetland substrate below the structure. A pre-constructed pedestrian bridge will be used to cross Reedy Branch to fully avoid stream impacts to this perennial system. Due to grade constraints, an elevated boardwalk or bridge was not practical at the upper crossing of stream S3, but a headwall at the culvert inlet is proposed to limit impacts associated with fill slopes and slope stabilization at this crossing. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Impacts to streams, wetlands, and buffers within the corridor will be minimized to the extent practical throughout the construction process by avoiding stream and wetland features wherever possible. Where feasible, staging and construction acess routes will be located in puland areas throughout the corridor. Elevated boardwalks will be constructed along the alignment to minimze impact areas, and the preconstructed pedestrian bridge will be lowered into place from existing impact areas or high ground as practical. Tree protection fencing, silt fencing, and other standard Best MAnagement Practices (BMPs) and measures will be used throughout the construction process to minmize impacts to downstream receiving waters and to minimize runoff from the construction sites. 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? 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 Page 8 of 12 PCN Form — Version 1.3 December 10, 2008 Version 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: n/a 3b. Credits Purchased (attach receipt and letter) Type n/a Quantity n/a 3c. Comments: n/a 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: n/a linear feet 4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): n/a square feet 4e. Riparian wetland mitigation requested: 0.25 acres 4f. Non-riparian wetland mitigation requested: n/a acres 4g. Coastal (tidal) wetland mitigation requested: n/a acres 4h. Comments: Active third party mitigation banks in the watershed were contacted and no riparian wetland credits were available. NCEEP was contacted to secure In-lieu fee credits for the wetland impacts, and the impact area of 0.22 acres was rounded up to 0.25 acres of ILF credit. Mitgation has been proposed at a 1:1 ratio for permanent impacts resulting from the proposed project due to the historically disturbed nature of the impacted wetland areas and the type of project proposed. 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. n/a 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: 0 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). Buffer mitigation is not required for the unavoidable buffer impacts resulting from the proposed project. 6h. Comments: Per the Neuse River Basin riparian buffer rules, impacts to protected riparian buffers resulting from greenway construction are "allowable". As such, no mitigation is required for the proposed riparian buffer impacts. Page 9 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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? 27.9 % 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: n/a 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: All stormwater will be allowed to sheet flow off the proposed path or it will be allowed to drain through existing conveyances. There will be no new conveyances or drainage patterns will be introduced. � Certified Local Government 2e. W ho will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? Goldsboro ❑ 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 ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No Page 10 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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: A Programmatic Categorical Exclusion has been approved by NCDOT but approval by the Federal Highway Administration is currently pending. 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): n/a 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 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. The proposed project will not result in additional development. The greenway and sidewalk facilities proposed will serve existing communities and connect existing public locations with safe and dedicated pedestrian routes. 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. The proposed project will not generate wastewater. Page 11 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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? 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Raleigh ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? According to the NC Natural Heritage Program Element Occurrence records (updated January 2015), no known occurrences of any federally threatened or endangered species are located within the project area. There are no element occurences of federally threatened or endangered species within 1.0 mile of the project area. Based on field reviews by Kimley-Horn biologists in January 2015, suitable habitat is not present within the project area for bald eagle or red- cockaded woodpecker. Due to a lack of occurrences and a lack of suitable habitat within the project area, it is anticipated that the proposed project will have no effect on any federally listed threatened or endangered species. 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? The NOAA Essential Fish Habitat Mapper was reviewed in February 2015. No essential fish habitat was found within the project area or within the vicinity of the project. 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? The State Historic Preservation Office HPOWeb GIS database was reviewed in December 2014 to determine if any historic resources occurred in the vicinity of the study area. There are no historically significant sites or strucures within the project boundary. However, there is one NR Study List site, the Thompson-Cox Farm (HPO Site ID: WY0148), that is approximately 1,200 feet southwest of the intersection of New Hope Road and Wayne Memorial Drive. This intersection is the western limits of the project study area. Since the project will consist of a 10' wide multi-use path along the south side of New Hope Road, it is not anticipated to have any impact on the Study List site or any other historic or archaeological resource. 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: The FEMA certification is currently under review by the North Carolina Floodplain Mapping Program, but a no-rise certification is anticipated for the proposed project. Sc. What source(s) did you use to make the floodplain determination? FEMA FIRM Panel 3720361000J ° � .. � :iZ. <„�i,.... ,.� � .��. � i , -. ApplicanUAgenYs Printed Name % Applicant/AgenYs Signature Date (AgenPs signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 PCN Form — Version 1.3 December 10, 2008 Version SIGNED AGENT AUTHORIZATION AGENT AUTHORIZATION FORM Name: ��`�' �_ �r!.%�; ��n.� C'' � . -� ---- _ — _ — � Address: ��s�c�u3�t' ��:��.� C ��J`7�- �% l -�� - - Phone: � � � ` �- t � _ __ — � � — _ � Project Name/Description: EB-5508 - New Houe Road Multiuse Path Extension � Date: � � �i � � The Department of the Army U.S. Army Corps of Engineers, Wilmington District Attention: Tom Steffens Field Office: Washington Regulatorv Field Office Re: Wetland Related Consulting and Permitting To Whom It May Concern: The City of Goldsboro hereby designates ar�d authorizes Kirnley-Horn and Associates, Inc. to act in my/our behalf as my/our agent solelv for the purpose of processing Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certifications applications, and Neuse River Basin Riparian Buffer Determinations, and to fumish upon request supplemental information in support af applications, etc. from this day forward until successful completion of the permitting process or revocation by the owner. In addition, I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the properiy herein described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. Authorized this the � day of ��}��q.�;? �� !�j , � ° � � �� _ r � ,`i} ' ��'' r � F o�� (� , Print Property Owner's Name ''�� roperty Owner's Signature Cc: Karen Higgins NC Division of Water Resources 401 & Buffer Permitting Unit 1650 Mail Service Center Raleigh, NC 27699-1650 NCEEP LETTER OF ACCEPTANCE a'• � M '; � �� . � r� 7 � �� : ' 1 �� c � o� �. r: � r . , . Pat McCrary Governor Ecosystem Enhancement Progra� March 6, 2015 Guy Anderson, PE City of Goldsboro PO Drawer A Goldsboro, NC 27533-9701 Project: TIP# EB-5508 New Hope Road Multi-Use Path Donald R. van der Vaart Secretaty Expiration of Acceptance: September 6, 2015 County: Wayne The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be approved. You must also comolv with all other state federal or local �overnment permits regulations or authorizations associated with the nronosed activrtv mcludme SL 2009-337• An Act to Promote the Use of Compensatorv Miti�ation Banks as amended by S.L. 2011-343. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In- Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net. Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation are summarized in the following table. The amount of mitigation required and assigned to NCEEP for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River CU I Stream (feet) Basin Location Wetlands (acres) Cold � Cool � Warm � Riparian � Non-Riparian � Coastal Marsh Neuse � 03020202 � 0 � 0 � 0 � 0.25 Buffer I � Buffer II (Sq. Ft.) (Sq. Ft.) Upon receipt of payment, EEP will take responsibility far providing the compensatory mitigation. The mitigation will be performed in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In-Lieu Fee Instrument dated July 28, 2010. Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at (919) 707-8915. cc: Tom Steffens, USACE-Washington Jason Hartshorn, agent Sincerely. � � �� Jam . B Staniill Asset Management Supervisor 1652 Mail Service Genter, Raleigh, North Caraiina 27n99-1652 Phone: 919-707-89701 Internef: www.nceep,net An Equal Gpgertuni;y 1 Affrmative rcton Empioyer— Matle in �art from rsr,ycle� pep�r FIGURE S �- �c � Dea� J � % � 0 N 4c711 C;rnft F , � S edelon Trli � � m` � j ' . �oo SwareS R � � �� '' ,, o� erv a Ic t� �^ ^� e Ra !,� � m � Um` ��/ S rank gt `D�� o � _ `� �� 'Aa � U � �.. 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Z ', . { �"�;� �+ �" �� . � , �� c ��.�. � r E . Legend �� r �y .. A'� ��,� f'�� , ��°�!'� ��, ��f� ;�, ��.�!�: �,, r �.;� , Floodway >,�� ,� �-,��,,. ; �,.�, ,.r ,��: �, a� .., � �sP�uw ;�F : M�« . i (�� .. ��; �. '�1 �` � � �� -.� AE ,_�� x�� 4 �,' ' r r �,�,.�,,�,��'=.. � 0.2% Annual Chance Flood Hazard �� ;�'- 0 500 �,000 � �Pro'ect Stud Area ,, M��;�`` � y Feet 1 y '� �-�;� � �" � � �.r �� '�� .`� � � r',��,'-: �• �h. Figure 5: FEMA Flood Insurance Rate Map �i�l� ��LI��.� TIP# EB-5508 - New Hope Road MUP � y �� Goldsboro, North Carolina February 2015 STREAM AND WETLAND DATA FORMS North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Date: 1/21/2015 ProjecUSite: New Hope Rd. MUP Latitude: 35.405507 Stream S1 Evaluator: � Hartsnorr,, Count : Wayne Longitude: -77.937171 R. Sullivan y Total Points: 40.5 Stream Determination (circle one) Other Stream is at least intermittent Ephemeral Intermitte erennial .q. Quad Name: NE Goldsboro if ? 19 or perennial if ? 30 A. Geomorphology Subtotal = 22.5 Absent Weak Moderate Strong Score 1a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple- 0 1 2 3 1 pool sequence - 4. Particle size of stream substrate 0 1 2 3 3 5. Active/relic floodplain 0 1 2 3 3 6. Depositional bars or benches 0 1 2 3 2 7. Recent alluvial deposits 0 1 2 3 2 8. Headcuts 0 1 2 3 0 9. Grade control 0 0.5 1 1.5 1 10. Natural valley 0 0.5 1 1.5 1.5 11. Second or reater order channel No = 0 Yes = 3 3 artificial ditches are not rated: see discussions in manual B. Hydrology Subtotal = 10.5 12. Presence of Baseflow 0 1 2 3 3 13. Iron oxidizing bacteria 0 1 2 3 0 14. Leaf litter 1.5 1 0.5 0 1.5 15. Sediment on plants or debris 0 0.5 1 1.5 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 7.5 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos (note diversity and abundance) 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 1 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0.5 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Large perennial channel that frequently floods. Banks are low but stable with roots throughout. Heavy beaver activity observed in the floodplain and many deer/mammal tracks were observed along the stream banks. USACE AID# DWQ # Site # (indicate on attached map) � STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: � 1. Applicant's name: Clty Of GOIdSb01'O 2. Evaluator's name: �• Hartshorn, i2. Sullivan 3. Date of evaluation: 01�21�2015 5. Name ofstream: Stream S1 (Reedy Branch) 7. Approximate drainage area: 1,3�� dCl'2S 9. Length ofreach evaluated: �'13� �Inear feet 11. Site coardinates (if known): prefer in decimal degrees r.ati�,ae �ex. 3a.s�23i2>: 35.405507 4. Time of evaluation: 1:3� pm 6. River basin: NeUS2 8. Stream order:.Thll'd Ot'dCr io. counry: Wayne 12. Subdivision name (if any): N�A Lon�itUde �eX.—��.ss66ii>: -77•937171 Method location determined (circle): ✓�'�PSQ✓ Topo Sheet�✓ Ortho (Aeiial) Photo/GIS�ther GISQOther 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): The reach was evaluated from the box culvert outlet under New Hope Road south to N 130 feet 14. Proposed channel work (if any): NOne 15. Recent weather conditions: No rain within 48 hours prior to site visit. Temps ranging from high 60s to mid 30s Fahrenheit 16. Site conditions at time of visit: SUntly, dl')/, dlld ^� 60 d2gf28S Fdill'enfl@It. 17. Identify any special waterway classifications known: �Section 10 �Tidal Waters � Essential Fisheries Habitat �Trout Waters � Outstanding Resource Waters � Nutrient Sensitive Waters �Water Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? NQ If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? 20. Does channel appear on USDA Soil Survey? 21. Estimated watershed land use: �S % Residential �S % Commercial _% Industrial 25 % Agricultura] 25 % Forested 20 % Cleared / Logged _% Other ( ) 22. Bankfull width: 35� 23. Bank height (from bed to top of banlc): 6� 24. Channel slope down center of stream: �Flat (0 to 2%) �Gentle (2 to 4%) �Moderate (4 to 10%) �Steep (>10%) 25. Channel sinuosity: _�.Straight _�Occasional bends �Frequent meander � Very sinuous �Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown far the ecoregion. Pa�e 3 provides a brief description of how to review the cbaracteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the streain may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest qualiry. Total Score (from reverse): 71 Comments: Large qerennial channel that frequently floods. Banks are low but stable with roots throughout. Heavy beaver activity observed in the floodplain and many deer/mammal tracks were observed in the along the stream banks. Evaluator's Signature �""'�''' `�""'�''�''`��"`�'' Date 01�21�2015 This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a particular mitigation ratio or requirement. Form subject to change — version 06/03. To Comment, please call 919-876-8441 x 26. Stream S1 (Reedy Branch) STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # CHARACTERISTICS Coastal Piedmont Mountain SCORE Presence of flow / persistent pools in stream 1 (no flow or saturation = 0; strong flow = max points) 0— 5 0— 4 0— 5 5 Evidence of past human alteration � extensive alteration = 0; no alteration = max points) 0— 6 0— 5 0— 5 4 Riparian zone 3 no buffer = 0; conti uous, wide buffer = max points 0— 6 0— 4 0— 5 4 Evidence of nutrient or chemical discharges 4 (extensive discharges = 0; no discharges = max points) 0— 5 0— 4 0— 4 4 ,� Groundwater discharge � 5 (no discharge = 0; springs, seeps, wetlands, etc. = max points) 0— 3 0— 4 0— 4 3 ,� Presence of adjacent floodplain � 6 (no floodplain = 0; extensive floodplain = max points) 0— 4 0— 4 0— 2 4 � � � Entrenchment / tloodplain access 0— 5 0— 4 0— 2 3 (deeply entrenched = 0; frequent flooding = max points) Presence of adjacent wetlands g (no wetlands = 0; large adj acent wetlands = max points) 0— 6 0— 4 0— 2 S Channel sinuosity 9 (extensive channelization = 0; natural meander = max oints 0— 5 0— 4 0— 3 4 Sediment input �� (extensive deposition= 0; little or no sediment = max points) 0— 5 0— 4 0— 4 3 � 1 Size & diversity of channel bed substrate NA* 0— 4 0— 5 NA (fine, homogenous = 0; large, diverse sizes = max points) I Z Evidence of channel incision or widening 0— 5 0— 4 0— 5 3 � (deeply incised = 0; stable bed & banlcs = max points) F'' Presence of major bank failures � 13 (severe erosion = 0; no erosion, stable banks = max points) 0— 5 0— 5 0— 5 3 � �Root depth and density on banks 14 (no visible roots = 0; dense roots throu hout = max oints) 0— 3 0— 4 0— 5 3 F � Impact by agriculture, livestock, or timber production 15 substantial impact =0; no evidence = max points 0— 5 0— 4 0— 5 4 � 6 Presence of riffle-pooUripple-pool complexes 0— 3 0— 5 0— 6 3 F no riffles/rip les or pools = 0; well-developed = max points � Habitat complexity F' �� (little or no habitat = 0; frequent, varied habitats = max points) 0— 6 0— 6 0— 6 4 � Canopy coverage over streambed � � g (no shadin vegetation = 0; continuous cano = max oints) 0— 5 0— 5 0— 5 3 Substrate embeddedness � 9 dee 1 embedded = 0; loose structure = max) NA* 0— 4 0— 4 N/� Presence of stream invertebrates (see page 4) �� (no evidence = 0; common, numerous types = max points) 0— 4 0— 5 0— 5 � �Presence of amphibians 21 0-4 0-4 0-4 2 O (no evidence = 0; common, numerous rypes = max points) Presence of fish O 22 0-4 0-4 0-4 2 � (no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0— 6 0— 5 0— 5 5 (no evidence = 0; abundant evidence = max points) Total Points Possible 100 l 00 ] 00 TOTAL SCORE (also enter on first page) 71 * These characteristics are not assessed in coastal streams. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Date: 1/21/2015 ProjecUSite: New Hope Rd. MUP Latitude: 35.403895 Feature S2 EV81UatOt": J. Hartshorn Count : Wayne Longitude: -77.933059 R. Sullivan y Total Points: 16.5 etermination (circle one) Other Stream is at least intermittent Ephemeral termittent Perennial e.g. Quad Name: NE GoldsbOro if ? 19 or perennial if ? 30 A. Geomorphology Subtotal = 6 Absent Weak Moderate Strong Score 1a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 1 3. In-channel structure: ex. riffle-pool, step-pool, ripple- 0 1 2 3 1 pool sequence - 4. Particle size of stream substrate 0 1 2 3 1 5. Active/relic floodplain 0 1 2 3 0 6. Depositional bars or benches 0 1 2 3 0 7. Recent alluvial deposits 0 1 2 3 0 8. Headcuts 0 1 2 3 0 9. Grade control 0 0.5 1 1.5 0 10. Natural valley 0 0.5 1 1.5 0 11. Second or reater order channel No = 0 Yes = 3 0 artificial ditches are not rated: see discussions in manual B. Hydrology Subtotal = 6.5 12. Presence of Baseflow 0 1 2 3 1 13. Iron oxidizing bacteria 0 1 2 3 0 14. Leaf litter 1.5 1 0.5 0 0 15. Sediment on plants or debris 0 0.5 1 1.5 1 16. Organic debris lines or piles 0 0.5 1 1.5 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 4 18. Fibrous roots in streambed 3 2 1 0 1 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos (note diversity and abundance) 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: S2 is a linear ditch feature running between two ag fields at the top of hill slope/ridge. Recent high rain resulted in flash flood through system giving likely false indicators of stream characteristics. Much of channel lacks OHWM or defined bed and thalweg. USACE AID# DWQ # Site # (indicate on attached map) � STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: � 1. Applicant's name: Clty Of GOIdSb01'O 2. Evaluator's name: �• Hartshorn, i2. Sullivan 3. Date of evaluation: 01�21�2015 5. Name of stream: FeatUre S2 7. Approximate drainage area: 4� dCf2S 9. Length ofreach evaluated: �'84 �Illedf fe2t 11. Site coardinates (if known): prefer in decimal degrees r.ati�,ae �ex. 3a.s�23i2>: 35.403895 4. Time of evaluation: 2�3� pm 6. River basin: NeUS2 8. Stream order:. FII'St OI'dC'I' io. counry: Wayne 12. Subdivision name (if any): N�A Lon�itUde �eX. -��.ss66i i>: -77.933059 Method location determined (circle): ✓�'�PSQ✓ Topo Sheet�✓ Ortho (Aeiial) Photo/GIS�ther GISQOther 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): The feature was evaluated from the 24" RCP culvert outlet under New Hope Road near the Goldsboro Worship Center. 14. Proposed channel work (if any): NOne 15. Recent weather conditions: No rain within 48 hours prior to site visit. Temps ranging from high 60s to mid 30s Fahrenheit 16. Site conditions at time of visit: SUntly, dl')/, dlld ^� 60 d2gf28S Fdill'enfl@It. 17. Identify any special waterway classifications known: �Section 10 �Tidal Waters � Essential Fisheries Habitat �Trout Waters � Outstanding Resource Waters � Nutrient Sensitive Waters �Water Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? NQ If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES 21. Estimated watershed land use: _% Residential �S % Commercial _% Industrial 75 % Agricultura] 20 % Forested % Cleared / Logged _% Other ( ) 22. Bankfull width: 3� 23. Bank height (from bed to top of banlc): 2� 24. Channel slope down center of stream: �Flat (0 to 2%) �Gentle (2 to 4%) �Moderate (4 to 10%) �Steep (>10%) 25. Channel sinuosity: _�✓ .Straight _�Occasional bends �Frequent meander � Very sinuous �Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown far the ecoregion. Pa�e 3 provides a brief description of how to review the cbaracteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the streain may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest qualiry. Total Score (from reverse): 10 Comments: S2 is a linear ditch feature runnin�between two aq fields at the top of hill slope/ridge. Recent high rain resulted in flash flood through system giving likely false indicators of stream characteristics. Much of channel lacks OHWM or defined bed and Evaluator's Signature �""'�''' `�""'�''�''`��"`�'' Date 01�21�2015 This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26. Feature S2 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # CHARACTERISTICS Coastal Piedmont Mountain SCORE Presence of flow / persistent pools in stream 1 (no flow or saturation = 0; strong flow = max points) 0— 5 0— 4 0— 5 1 Evidence of past human alteration � extensive alteration = 0; no alteration = max points) 0— 6 0— 5 0— 5 � Riparian zone 3 no buffer = 0; conti uous, wide buffer = max points 0— 6 0— 4 0— 5 � Evidence of nutrient or chemical discharges 4 (extensive discharges = 0; no discharges = max points) 0— 5 0— 4 0— 4 1 ,� Groundwater discharge � 5 (no discharge = 0; springs, seeps, wetlands, etc. = max points) 0— 3 0— 4 0— 4 Q ,� Presence of adjacent floodplain O �, 6 (no floodplain = 0; extensive floodplain = max points) 0— 4 0— 4 0— 2 � � Entrenchment / tloodplain access 0— 5 0— 4 0— 2 Q (deeply entrenched = 0; frequent flooding = max points) Presence of adjacent wetlands g (no wetlands = 0; large adj acent wetlands = max points) 0— 6 0— 4 0— 2 Q Channel sinuosity 9 (extensive channelization = 0; natural meander = max oints 0— 5 0— 4 0— 3 � Sediment input �� (extensive deposition= 0; little or no sediment = max points) 0— 5 0— 4 0— 4 1 � 1 Size & diversity of channel bed substrate NA* 0— 4 0— 5 NA (fine, homogenous = 0; large, diverse sizes = max points) I Z Evidence of channel incision or widening 0— 5 0— 4 0— 5 1 � (deeply incised = 0; stable bed & banlcs = max points) F'' Presence of major bank failures � 13 (severe erosion = 0; no erosion, stable banks = max points) 0— 5 0— 5 0— 5 2 � �Root depth and density on banks 14 (no visible roots = 0; dense roots throu hout = max oints) 0— 3 0— 4 0— 5 3 F � Impact by agriculture, livestock, or timber production 15 substantial impact =0; no evidence = max points 0— 5 0— 4 0— 5 Q � 6 Presence of riffle-pooUripple-pool complexes 0— 3 0— 5 0— 6 1 F no riffles/rip les or pools = 0; well-developed = max points � Habitat complexity F' �� (little or no habitat = 0; frequent, varied habitats = max points) 0— 6 0— 6 0— 6 Q � Canopy coverage over streambed � � g (no shadin vegetation = 0; continuous cano = max oints) 0— 5 0— 5 0— 5 Q Substrate embeddedness � 9 dee 1 embedded = 0; loose structure = max) NA* 0— 4 0— 4 N/� Presence of stream invertebrates (see page 4) �� (no evidence = 0; common, numerous types = max points) 0— 4 0— 5 0— 5 � �Presence of amphibians 21 0-4 0-4 0-4 � O (no evidence = 0; common, numerous rypes = max points) Presence of fish O 22 0-4 0-4 0-4 � � (no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0— 6 0— 5 0— 5 � (no evidence = 0; abundant evidence = max points) Total Points Possible 100 l 00 ] 00 TOTAL SCORE (also enter on first page) 1 Q * These characteristics are not assessed in coastal streams. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Date: 1/21/2015 ProjecUSite: New Hope Rd. MUP Latitude: 35.404618 Stream S3 Evaluator: � Hartsnorr,, Count : Wayne Longitude: -77.934696 R. Sullivan y Total Points: 32.5 Stream Determination (cir Other Stream is at least intermittent Ephemeral Intermitte erennial .q. Quad Name: NE Goldsboro if ? 19 or perennial if ? 30 A. Geomorphology Subtotal = 16.5 Absent Weak Moderate Strong Score 1a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple- 0 1 2 3 2 pool sequence - 4. Particle size of stream substrate 0 1 2 3 2 5. Active/relic floodplain 0 1 2 3 1 6. Depositional bars or benches 0 1 2 3 1 7. Recent alluvial deposits 0 1 2 3 0 8. Headcuts 0 1 2 3 0 9. Grade control 0 0.5 1 1.5 0.5 10. Natural valley 0 0.5 1 1.5 1 11. Second or reater order channel No = 0 Yes = 3 3 artificial ditches are not rated: see discussions in manual B. Hydrology Subtotal = 10 12. Presence of Baseflow 0 1 2 3 3 13. Iron oxidizing bacteria 0 1 2 3 1 14. Leaf litter 1.5 1 0.5 0 1 15. Sediment on plants or debris 0 0.5 1 1.5 1 16. Organic debris lines or piles 0 0.5 1 1.5 1 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 6 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos (note diversity and abundance) 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: S3 is a linear perennial channel crossing beneath New Hope Rd. Channel begins offsite at entrance of S2 and a stormwater outlet from Goldsboro Worship Center. No biology observed but channel experienced high flow event within the previous week. USACE AID# DWQ # Site # (indicate on attached map) � STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: � 1. Applicant's name: Clty Of GOIdSb01'O 2. Evaluator's name: �• Hartshorn, i2. Sullivan 3. Date of evaluation: 01�21�2015 5. Name of stream: Stream S3 7. Approximate drainage area: 60 aCf 2S 9. Length ofreach evaluated: �'19� �Inear feet 11. Site coardinates (if known): prefer in decimal degrees r.ati�,ae �ex. 3a.s�23i2>: 35.404618 4. Time of evaluation: 3:3� pm 6. River basin: NeUS2 8. Stream order:. SeCOC1CI OI'CICI' io. counry: Wayne 12. Subdivision name (if any): N�A Lon�itUde �eX. -��.ss66i i>: -77.934696 Method location determined (circle): ✓�'�PSQ✓ Topo Sheet�✓ Ortho (Aeiial) Photo/GIS�ther GISQOther 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): The feature was evaluated at the 36" RCP culvert inlet under New Hope Road west of feature S2 14. Proposed channel work (if any): NOne 15. Recent weather conditions: No rain within 48 hours prior to site visit. Temps ranging from high 60s to mid 30s Fahrenheit 16. Site conditions at time of visit: SUntly, dl')/, dlld ^� 60 d2gf28S Fdill'enfl@It. 17. Identify any special waterway classifications known: �Section 10 �Tidal Waters � Essential Fisheries Habitat �Trout Waters � Outstanding Resource Waters � Nutrient Sensitive Waters �Water Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? NQ If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES 21. Estimated watershed land use: _% Residential �S % Commercial _% Industrial 75 % Agricultura] 20 % Forested % Cleared / Logged _% Other ( ) 22. Bankfull width: 3-4� 23. Bank height (from bed to top of banlc): 2'S� 24. Channel slope down center of stream: �Flat (0 to 2%) �Gentle (2 to 4%) �Moderate (4 to 10%) �Steep (>10%) 25. Channel sinuosity: _�✓ .Straight _�Occasional bends �Frequent meander � Very sinuous �Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown far the ecoregion. Pa�e 3 provides a brief description of how to review the cbaracteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the streain may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest qualiry. Total Score (from reverse): 33 Comments: S3 is a linear perennial channel crossing beneath New Hope Rd. Channel begins offsite at entrance of S2 and a stormwater outlet from Goldsboro Worship Center. No biology observed but channel experienced high flow event within the previous week. Evaluator's Signature �""'�''' `�""'�''�''`��"`�'' Date 01�21�2015 This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26. Stream S3 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # CHARACTERISTICS Coastal Piedmont Mountain SCORE Presence of flow / persistent pools in stream 1 (no flow or saturation = 0; strong flow = max points) 0— 5 0— 4 0— 5 4 Evidence of past human alteration � extensive alteration = 0; no alteration = max points) 0— 6 0— 5 0— 5 2 Riparian zone 3 no buffer = 0; conti uous, wide buffer = max points 0— 6 0— 4 0— 5 2 Evidence of nutrient or chemical discharges 4 (extensive discharges = 0; no discharges = max points) 0— 5 0— 4 0— 4 2 ,� Groundwater discharge � 5 (no discharge = 0; springs, seeps, wetlands, etc. = max points) 0— 3 0— 4 0— 4 2 ,� Presence of adjacent floodplain O �, 6 (no floodplain = 0; extensive floodplain = max points) 0— 4 0— 4 0— 2 � � Entrenchment / tloodplain access 0— 5 0— 4 0— 2 Q (deeply entrenched = 0; frequent flooding = max points) Presence of adjacent wetlands g (no wetlands = 0; large adj acent wetlands = max points) 0— 6 0— 4 0— 2 Q Channel sinuosity 9 (extensive channelization = 0; natural meander = max oints 0— 5 0— 4 0— 3 2 Sediment input �� (extensive deposition= 0; little or no sediment = max points) 0— 5 0— 4 0— 4 1 � 1 Size & diversity of channel bed substrate NA* 0— 4 0— 5 NA (fine, homogenous = 0; large, diverse sizes = max points) I Z Evidence of channel incision or widening 0— 5 0— 4 0— 5 3 � (deeply incised = 0; stable bed & banlcs = max points) F'' Presence of major bank failures � 13 (severe erosion = 0; no erosion, stable banks = max points) 0— 5 0— 5 0— 5 2 � �Root depth and density on banks 14 (no visible roots = 0; dense roots throu hout = max oints) 0— 3 0— 4 0— 5 Z F � Impact by agriculture, livestock, or timber production 15 substantial impact =0; no evidence = max points 0— 5 0— 4 0— 5 2 � 6 Presence of riffle-pooUripple-pool complexes 0— 3 0— 5 0— 6 2 F no riffles/rip les or pools = 0; well-developed = max points � Habitat complexity F' �� (little or no habitat = 0; frequent, varied habitats = max points) 0— 6 0— 6 0— 6 2 � Canopy coverage over streambed � � g (no shadin vegetation = 0; continuous cano = max oints) 0— 5 0— 5 0— 5 3 Substrate embeddedness � 9 dee 1 embedded = 0; loose structure = max) NA* 0— 4 0— 4 N/� Presence of stream invertebrates (see page 4) �� (no evidence = 0; common, numerous types = max points) 0— 4 0— 5 0— 5 � �Presence of amphibians 21 0-4 0-4 0-4 � O (no evidence = 0; common, numerous rypes = max points) Presence of fish O 22 0-4 0-4 0-4 � � (no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0— 6 0— 5 0— 5 2 (no evidence = 0; abundant evidence = max points) Total Points Possible 100 l 00 ] 00 TOTAL SCORE (also enter on first page) 33 * These characteristics are not assessed in coastal streams. WI�TLAhf[3 'Q�TERMIFlATIdN [3ATA FCJRM — Allan;ic and Gulf Caastal Pl�irt R�giqn P�o�e�t�s;�e� New Hope Road Multi-Use Path �ity��ounty Goldsboro, Wayne County 5amp�ir�� oate. 1/21/2015 Applicanu[)wner. City Of GOIdSb01'0 S4ate: NC 5ampling Pvint: W1-WET i��5t�y�to��s}: J. Hartshorn, R. Sullivan Section, Ttiwnship, Range: StOn2y Ct'2ek Landfvrm {hilislvpe, lerrace, elc ): FIOOCIpIdln W2tIdCICI Lacal reiief (cflncave, co�vex, r�v�e1 COCiCdVe Slvpe {%} 0-2% sut�region (��R or n��RA): LRR T �at: 35.405523 �Qr�g: -77.937029 aatum: NAD 1983 sR;i �n�p ��;� r�a��: Craven sandy loam �IWU �lass+ficativn: PF01Cd Are climatic I hydrnlo ic canditiar�s on the site typical for this Fime of year7 Yes � Ncr �(9f no, explain in Rerr�arks.j Are Vegetation Sobl dr Hydrolbgy significanily disturbed? Are `hlormal Circumsfan�es' present? Yes � Mo�. Are Vegetatian Soil or Hydrology naturalfy prohiematic? (If raeed�d, explain any answers i� F2emarks.) SUMMARY �F FINQIi�GS — Attach site map sh+�wing sampling pvint lsrcations, #ransects, irxtport�ant features, etc. Hydraphytie Vegetation Present? Hydric Soil Present? Wetland Hydrokvgy Present? F2emarks: Yes No Yes No Yes _ No Es the Sampfed Area within a Wetland7 Y�s No W1-Wet is approximately 20' from the stream bank and 50-70' from the road. W1 is a floodplain wetland that also is a large wetland seep from adjacent hills. The wetland is frequently inundated by Reedy Branch. Heavy beaver activity observed in wetland during the site visit. FiY[]ROLOGY INetland Hydrology Indicators� 5econdarv Indicaloes tmirsimum vf 4wa required] Primary Inddeaiars (�a�inimum of one is �epuired; chec�C alE that apPEy] ❑ 5urfarae Soil Gra�ks {B6) Surface Water (At} nAquati� Fauna (�33} Sparseiy Vegetated Concave Surtace fB81 High Water Table (A2} Marl [?eposits {B15) ��RR U] �rainage Pattems [B9o] 5aturation {A3) ilydragen Suifde Ddor {C1] Moss 7rim Lir�es (615i Water Marks (81 } Oxidized Rhizvspheres alvng Li�ing Roc�ts (C3} ❑ry-Seasan VVater Ta�le (C2} Sediment Deposits [62} Presence of Reduced Iran �C4� Cra�sh Burr4ws (C8} �rift Deposits {B3} Reeent Iron '�eduction in Tilfed Soils (C�i} 5afuration Vksible on Aerial Imagery [G9) Algal Nlat ar Crust (64) Thin Muck SurFace (C7) Geomvrphic Pasition [D2} Ir4n �eposits {85J ather {Expiain in Rernarks) ShalEow Aquitard {❑3j Inundafipn Visiksle vn Aerkal Imagery [B7) FAC-Neutral Tast {Q�1 WaEer-Stained Lea�es {B9j SpfragRUm moss (�$) {LRR T, U] !Field Ohserva#+ons: 5urface Wat�r Present? Yes No Repth {Inches); Water Tab1e Present? Yes _ No _ Qepth (inches): >24�� Saturatior� Present? Yes_ hi4 pepth {inchesi: SUI'fdC2 Wetiand Hydrolv?gy Present? Yes� No �. inclu�es c8 il9a frin e Describe Reoc�rded �ata (stream gauge, mar�itoring well, aerial phatos, previous inspections), if available: F�emarks: Wetland hydrology is provided through frequent flooding of Reedy Branch and from a hillside seep feeding into the wetland. The water table was not observed, but the soil was saturated at the surface. US Army Corps af Engineers AtEantia and G�If Coastal Plain Region — Versian 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Tree Stratum (Plot size: 30' � �. Betula nigra 2. 3. 4. 5. 6. 7. 8. % Cover Soecies? Status 10% Y FACW 10% = Total Cover 50% of total cover: 5% 20% of total cover: 2% SaplinqlShrub Stratum (Plot size: 15' � 1. Alnus serrulata 10% 2. Betula nigra 5% 3. Morella cerif'era 5% 4. Liriodendron tulipifera 5% 5. Fra�inus pennsylvanica 5% g. Cephalanthus occidentalis 5% 7. Baccharis halimifolia 5% 8. Y FACW Y FACW Y FAC Y FACU Y FACW Y OBL Y FAC 40% = Total Cover 50% of total cover: 20% 20% of total cover: A°/n Herb Stratum (Plot size: 5� ) �. Microstegium vimineum 40% 2. Schoenoplectus sp. 20% 3. Rubus argutus 5% 4. 5. 6. 7. 8. 9. 10. 11. 12. Y FAC Y OBL N FAC 65% = Total Cover 50% of total cover: 32.5% 20% of total cover: 13% Woodv Vine Stratum (Plot size: 30' � �. Smilax rotundifolia 5% Y FAC 2. Lonicera japonica 5% Y FAC 3. 4. 5. 10% = Total Cover 50% of total cover: 5% 20% of total cover: 2% Remarks (If observed, list morphological adaptations below). Sampling Point: W1-W� uominance iest worKSneer. Number of Dominant Species That Are OBL, FACW, or FAC: Total Number of Dominant Species Across All Strata: Percent of Dominant Species That Are OBL, FACW, or FAC: 11 �A� 12 �B� 91.6% �� Prevalence Index worksheet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3 - Prevalence Index is <_3A' _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. SaplinglShru6 - Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft(1 m) tall. Herh - All herhaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine -All woody vines greaterthan 3.28 ft in height. Hydrophytic Vegetation Present? Yes No Some of the small trees within the wetland are becoming buttressed. The site is dominated by wetland vegetation and is frequently flooded by Reedy Branch. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0 SOIL Sampling Point: W1-W� Profile Description: (Descrihe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Tvpe Loc Texture Remarks p-g�� 10 YR 5/1 90 10 YR 3/5 10 C M Sand g-1g�� 10 YR 2/2 60 10 YR 5/1 40 D M S. Loam 18-24" 10 YR 3/1 100% C. Loam 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. �Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.} Indicators for Prohlematic Hydric Soils3: Histosol (A1) e Polyvalue Below Surface (S8) (LRR S, T, ll) � 1 cm Muck (A9) (LRR O) Histic Epipedon (A2) Thin Dark Surtace (S9) (LRR S, T, ll) � 2 cm Muck (A10) (LRR Sj Black Histic (A3) Loamy Mucky Mineral (F1) (LRR Oj � Reduced Vertic (F18) {outside MLRA 150A,Bj Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) [LRR P, S, Tj Stratifed Layers (A5) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) Organic Bodies (A6) {LRR P, T, ll] Redox Dark Surface (F6) {MLRA 153Bj 5 cm Mucky Mineral (A7) (LRR P, T, llj Depleted Dark Surface (F7) Red Parent Material (TF2) Muck Presence (A8) (LRR ll} Redox Depressions (F8) Very Shallow Dark Surface (TF12) 1 cm Muck (A9) (LRR P, T� Marl (F10) [LRR U} Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Ochric (F11) (MLRA 151 j Thick Dark Surface (Al2) Iron-Manganese Masses (F12) (LRR O, P, T] 3lndicators of hydrophytic vegetation and Coast Prairie Redox (A16) {MLRA 150Aj Umhric Surface (F13) (LRR P, T, ll} wetland hydrology must he present, Sandy Mucky Mineral (S1) (LRR O, S) Delta Ochric (F17) (MLRA 151 j unless disturbed or problematic. Sandy Gleyed Matrix (S4� Reduced Vertic (F18) (MLRA 150A, 150B) Sandy Redox (S5) Piedmont Floodplain Soils (F19) [MLRA 149AM Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153Dj � Dark Surface (S7) {LRR P, S, T, llj Restrictive Layer (if ohserved}: Type: Depth (inches): Hydric Soil Present? Yes � No ❑ Remarks: Floodplain wetland with large seep influence from adjacent hillsides. Inundated for much of the year with saturation found throughout the profile. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 WI�TLAhf[3 'Q�TERMIFlATIdN [3ATA FCJRM — Allan;ic and Gulf Caastal Pl�irt R�giqn P�o�e�t�s;�e� New Hope Road Multi-Use Path �ity��ounty Goldsboro, Wayne County 5amp�ir�� oate. 1/21/2015 Applicanu[)wner. City Of GOIdSb01'0 S4ate: NC 5ampling Pvint: WZ-WET i��5t�y�to��s}: J. Hartshorn, R. Sullivan Section, Ttiwnship, Range: StOn2y Ct'2ek Landfvrm {hilislvpe, lerrace, elc ): FIOOCIpIdln W2tIdCICI Lcscal relief (cflncave, co�vex, r�v�e1 COCiCdVe Slvpe {�/o} 0-5% sut�region (��R or n��RA): LRR T �at: 35.405661 �Qr�g: -77.937494 aaturn: NAD1983 sR;i �n�p ��;� r�a��: Craven sandy loam �IWG �lass+ficativn: NOne Are climatic I hydrnlo ic canditiar�s on the site typical for this Fime of year7 Yes � Ncr �(9f no, explain in Rerr�arks.) Are Vegetation Sobl dr Hydrolbgy significanily disturbed? Are `hlormal Circumsfan�es' present? Yes � Mo�. Are Vegetatian Soil or Hydrology naturalfy prohiematic? (If raeed�d, explain any answers i� F2emarks.) SUMMARY �F FINQIi�GS — Attach site map sh+�wing sampling pvint lsrcations, #ransects, irxtport�ant features, etc. Hydraphytie Vegetation Present? Yes _ No Es the Sampfed Area Hydric Soil Present? Yes _ NQ _ within a Wetland7 Y�s � No � Watland Hydrokvgy Present? Yes _ No F2emarks: W2 is a floodplain wetland adjacent to Reedy Branch that is confined by disturbance/fill from road, greenway, and sewer easement. FiYflROLOGY INetland Hydrology Indicators: 5econdarv Indicatoes tmirsimum vf 4wo required] Primary Inddeaiars (�a�inimum of one is �epuired; chec�C alE that apPEy] ❑ 5urfarae Soil Gra�ks {B6) Surface Water (At} nAquati� Fauna (�33} Sparseiy Vegetated Concave Surtace fB81 High Water Table (A2} Marl [?eposits {B15) ��RR U] �rainage Pattems [B9o] 5aturation {A3) ilydragen Suifde Ddor {C1] Moss 7rim Lir�es (615i Water Marks (81 } Oxidized Rhizvspheres alvng Li�ing Roc�ts (C3} ❑ry-Seasan VVater Ta�le (C2} Sediment Deposits [62} Presence of Reduced Iran �C4� Cra�sh Burr4ws (C8} �rift Deposits {B3} Reeent Iron '�eduction in Tilfed Soils (C�i} 5afuration Vksible on Aerial Imagery [G9) Algal Nlat ar Crust (64) Thin Muck SurFace (C7) Geomvrphic Pasition [D2} ❑ Irfln Deposits {85J ather {Expiain in Rernarks) ShalEow Aquitard {❑3j Inundatipn Visiksle vn Aerkal Imagery [B7) FAC-Neutral Tast {Q�1 Water-Stained Lea�es {B9j SpfragRUm moss (�$) {LRR T, U] !Field Ohserva#+ons: 5urface Wat�r Present? Yes No Repth {Inches); Water Tab1e Present? Yes _ No _ Qepth (inches): >24�� Saturatior� Present? Yes _ hi4 pepth {inches}: >Z4�� Wetiand Hydrolv?gy Present? Yes � No �. inclu�es c8 il9a frin e Describe Reoc�rded �ata (stream gauge, mar�itoring well, aerial phatos, previous inspections), if available: Fiemarks: W2-Wet is on a slight slope above the wetland at the foot of a large spoil pile. Area is frequently flooded by Reedy Branch. Cattails with surface water dominate interior of W2, but no surface water was observed at data point. US Army Corps af Engineers AtEantia and G�If Coastal Plain Region — Versian 2.0 VEGETATION (Four Strata) — Use scientific names of plants. sampiin9 Point: WZ-W� Absolute Dominant Indicator pominance Test worksheet: Tree Stratum (Plot size: 30' ) % Cover Soecies? Status Number of Dominant Species �. None That Are OBL, FACW, or FAC: 2 (A) Z� Total Number of Dominant 3� Species Across All Strata: 2 (B) 4. Percent of Dominant Species 1�0% 5� That Are OBL, FACW, or FAC: (A1B) 6. � Prevalence Index worksheet: 8 Total % Cover of: Multiplv bv: = Total Cover OBL species x 1= 50% of total cover: 20% of total cover: FACW species x 2= Saplinq/Shrub Stratum (Plot size: 30� � FAC species x 3= �. None FACU species x 4= Z UPL species x 5= 3. Column Totals (A) (B) 4� Prevalence Index = B/A = 5� Hydrophytic Vegetation Indicators: 6� 1- Rapid Test for Hydrophytic Vegetation �� X 2- Dominance Test is >50% 8� 3- Prevalence Index is <_3A' = Total Cover problematic Hydrophytic Vegetation' (Explain) 50% of total cover: 20% of total cover: Herb Stratum (Plot size: 5� ) 'Indicators of hydric soil and wetland hydrology must �. Andropogon virginicus 60% Y FAC be present, unless disturbed or problematic. 2. Juncus effusus 35% Y OBL Definitions of Four Vegetation Strata: 3. Setaria parv�ora 5% N FACW Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or 4. more in diameter at breast height (DBH), regardless of 5 height. 6� SaplinglShru6 — Woody plants, excluding vines, less � than 3 in. DBH and greater than 3.28 ft(1 m) tall. 8� Herh — All herhaceous (non-woody) plants, regardless g. of size, and woody plants less than 3.28 ft tall. �� Woody vine —All woody vines greaterthan 3.28 ft in 11. height. 12. 10�% = Total Cover 50% of total cover: 50% 20% of total cover: 20% Woodv Vine Stratum (Plot size: 30' � � None 2. 3. 4. 5� Hydrophytic = Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes No Remarks (If observed, list morphological adaptations below). The vegetation within W2 is maintained as part of the roadside and sewer easement. It is a frequently flooded low-lying area. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 SOIL Sampling Point: W2-W� Profile Description: (Descrihe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Tvpe Loc Texture Remarks 0-12" 10 YR 4/2 gp% 10 YR 5/6 2p% C PL Sandy clay loam 12-24" 10 YR 4/1 70% 10 YR 4/4 30% � M Sandy clay 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. �Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.} Indicators for Prohlematic Hydric Soils3: Histosol (A1) e Polyvalue Below Surface (S8) (LRR S, T, ll) � 1 cm Muck (A9) (LRR O) Histic Epipedon (A2) Thin Dark Surtace (S9) (LRR S, T, ll) � 2 cm Muck (A10) (LRR Sj Black Histic (A3) Loamy Mucky Mineral (F1) (LRR Oj � Reduced Vertic (F18) {outside MLRA 150A,Bj Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) [LRR P, S, Tj Stratifed Layers (A5) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) Organic Bodies (A6) {LRR P, T, ll] Redox Dark Surface (F6) {MLRA 153Bj 5 cm Mucky Mineral (A7) (LRR P, T, llj Depleted Dark Surface (F7) Red Parent Material (TF2) Muck Presence (A8) (LRR ll} Redox Depressions (F8) Very Shallow Dark Surface (TF12) 1 cm Muck (A9) (LRR P, T� Marl (F10) [LRR U} Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Ochric (F11) (MLRA 151 j Thick Dark Surface (Al2) Iron-Manganese Masses (F12) (LRR O, P, T] 3lndicators of hydrophytic vegetation and Coast Prairie Redox (A16) {MLRA 150Aj Umhric Surface (F13) (LRR P, T, ll} wetland hydrology must he present, Sandy Mucky Mineral (S1) (LRR O, S) Delta Ochric (F17) (MLRA 151 j unless disturbed or problematic. ❑ Sandy Gleyed Matrix (S4� Reduced Vertic (F18) (MLRA 150A, 150B) ❑ Sandy Redox (S5) Piedmont Floodplain Soils (F19) [MLRA 149AM ❑ Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153Dj � Dark Surface (S7) {LRR P, S, T, llj Restrictive Layer (if ohserved}: Type: Depth (inches): Hydric Soil Present? Yes � No ❑ Remarks: Area was likely impacted during sewer line/greenway construction but the area is frequently flooded by Reedy Branch and the soil is hydric. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 WI�TLAhf[3 'Q�TERMIFlATIdN [3ATA FCJRM — Allan;ic and Gulf Caastal Pl�irt R�giqn P�o�e�t�s;�e� New Hope Road Multi-Use Path �ity��ounty Goldsboro, Wayne County 5amp�ir�� oate. 1/21/2015 Applicanu[)wner. City Of GOIdSb01'0 S4ate: NC 5ampling Pvint: W1/W2-UP i��5t�y�to��s}: J. Hartshorn, R. Sullivan Section, Ttiwnship, Range: StOn2y CCeeIC Landfvrm {hilislvpe, lerrace, elc ): ROdCISICIC fIII5I0p2 Lcycal reiief (cflncave, co�vex, r�v�e1 NOne Slvpe {%} 5% sut�region (��R or n��RA): LRR T �at: 35.405624 �Qr�g: -77.936921 aaturn: NAD 1983 sR;i �n�p ��;� r�a��: Craven sandy loam �IWG �lass+ficativn: NOne Are climatic I hydrnlo ic canditiar�s on the site typical for this Fime of year7 Yes � Ncr �(9f no, explain in Rerr�arks.) Are Vegetation Sobl dr Hydrolbgy significanily disturbed? Are `hlormal Circumsfan�es' present? Yes � Mo�. Are Vegetatian Soil or Hydrology naturalfy prohiematic? (If raeed�d, explain any answers i� F2emarks.) SUMMARY �F FINQIi�GS — Attach site map sh+�wing sampling pvint lsrcations, #ransects, irxtport�ant features, etc. Hydraphytie Vegetation Present? Yes _ No Es the Sampfed Area Hydric Soil Present? Yes _ NQ _ within a Wetland7 Y�s � No � Watland Hydrokvgy Present? Yes _ No F2emarks: Wetlands W1 and W2 are floodplain wetlands adjacent to Reedy Branch. The upland data form W1/W2-UP was taken on a roadside fillslope in close proximity to both wetlands. FiY❑ROLOGY INetland Hydrology Indicators: 5econdarv Indicatoes tmirsimum vf 4wo required] Primary Inddeaiars (�a�inimum of one is �epuired; chec�C alE that apPEy] ❑ 5urfarae Soil Gra�ks {B6) Surface Water (At} nAquati� Fauna (�33} Sparse6y Vegetated Concave Surtace fB81 High Water Table (A2} Marl [?eposits {B15) ��RR U] �rainage Pattems [B9o] 5aturation {A3) ilydragen Suifde Ddor {C1] Moss 7rim Lir�es (615i Water Marks (81 } Oxidized Rhizvspheres alvng Li�ing Roc�ts (C3} ❑ry-Seasan VVater Ta�le (C2} Sediment Deposits [62} Presence of Reduced Iran �C4� Cra�sh Burr4ws (C8} �rift Deposits {B3} Reeent Iron '�eduction in Tilfed Soils (C�i} 5afuration Vksible on Aerial Imagery [G9) Algal Nlat ar Crust (64) Thin Muck SurFace (C7) Geomvrphic Pasition [D2} Ir4n �eposits {85J ather {Expiain in Rernarks) ShalEow Aquitard {❑3j Inundafipn Visiksle vn Aerkal Imagery [B7) FAC-Neutral Tast {Q�1 WaEer-Stained Lea�es {B9j SpfragRUm moss (�$) {LRR T, U] Field Ohserva#+ons: 5urface Wat�r Present? Yes No Repth {Inches); Water Tab1e Present? Yes' No Qep1h (inches): � 12�� Saturatior� Present? Yes _ hi4 pepth {inches}: � 12�� Wetiand Hydrolv?gy Present? Yes � No �. inclu�es c8 il9a frin e Describe Reoc�rded �ata (stream gauge, mar�itoring well, aerial phatos, previous inspections), if available: F�emarks: No wetland hydrology indicators observed. US Army Corps af Engineers AtEantia and G�If Coastal Plain Region — Versian 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Tree Stratum (Plot size: 30' � �. Populus tulipifera 2. 3. 4. 5. 6. 7. 8. % Cover Soecies? Status 10% Y FAC 10% = Total Cover 50% of total cover: 5% 20% of total cover: 2% SaplinqlShrub Stratum (Plot size: 15' � �. Ligustrum sinense 2. 3. 4. 5. 6. 7. 8. 15% y FAC 15% = Total Cover 50% of total cover: 7.5% 20% of total cover: 3°/n Herb Stratum (Plot size: 15' � �. Festuca sp. 2. SolidaQo sp. 3. Eupatorium capillifolium 4. Lamium amplexicaule 5. Allium canadense 6. 7. 8. 9. 10. 11. 12. 55% Y NI 15% N NI 15% N FACU 10% N NI 5% N FACU 10�% = Total Cover 50% of total cover: 50% 20% of total cover: 20% Woodv Vine Stratum (Plot size: 30' � �. Lonicera japonica 5% Y FAC 2. 3. 4. 5. 5% = Total Cover 50% of total cover: 2.5% 20% of total cover: 1% Remarks (If observed, list morphological adaptations below). Sampling Point: W1/W2-UP uominance iest worKSneer. Number of Dominant Species That Are OBL, FACW, or FAC: Total Number of Dominant Species Across All Strata: Percent of Dominant Species That Are OBL, FACW, or FAC: 3 �A� 4 �B� 75% (��) Prevalence Index worksheet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3 - Prevalence Index is <_3A' _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. SaplinglShru6 - Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft(1 m) tall. Herh - All herhaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine -All woody vines greaterthan 3.28 ft in height. Hydrophytic Vegetation Present? Yes No The vegetation around the upland data form is maintained by frequent mowing/herbicide application. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0 SOIL Sampling Point: W1�W2-UP Profile Description: (Descrihe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Tvpe Loc Texture Remarks 0-12" 10 YR 5/4 85% Loam Fill/Split Matrix 10 YR 7/6 15% Loam Fill/Split Matrix 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. �Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.} Indicators for Prohlematic Hydric Soils3: Histosol (A1) e Polyvalue Below Surface (S8) (LRR S, T, ll) � 1 cm Muck (A9) (LRR O) Histic Epipedon (A2) Thin Dark Surtace (S9) (LRR S, T, ll) � 2 cm Muck (A10) (LRR Sj Black Histic (A3) Loamy Mucky Mineral (F1) (LRR Oj � Reduced Vertic (F18) {outside MLRA 150A,Bj Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) [LRR P, S, Tj Stratifed Layers (A5) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) Organic Bodies (A6) {LRR P, T, ll] Redox Dark Surface (F6) {MLRA 153Bj 5 cm Mucky Mineral (A7) (LRR P, T, llj Depleted Dark Surface (F7) Red Parent Material (TF2) Muck Presence (A8) (LRR ll} Redox Depressions (F8) Very Shallow Dark Surface (TF12) 1 cm Muck (A9) (LRR P, T� Marl (F10) [LRR U} Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Ochric (F11) (MLRA 151 j Thick Dark Surface (Al2) Iron-Manganese Masses (F12) (LRR O, P, T] 3lndicators of hydrophytic vegetation and Coast Prairie Redox (A16) {MLRA 150Aj Umhric Surface (F13) (LRR P, T, ll} wetland hydrology must he present, Sandy Mucky Mineral (S1) (LRR O, S) Delta Ochric (F17) (MLRA 151 j unless disturbed or problematic. Sandy Gleyed Matrix (S4� Reduced Vertic (F18) (MLRA 150A, 150B) Sandy Redox (S5) Piedmont Floodplain Soils (F19) [MLRA 149AM Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153Dj � Dark Surface (S7) {LRR P, S, T, llj Restrictive Layer (if ohserved}: Type: Depth (inches): Hydric Soil Present? Yes � No � Remarks: Could not analyze soil below 12" due to compacted clay layer, likely from road construction. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 NCDWR BUFFER DETERMINATION LETTER �� NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor February 4, 2015 MEMORANDUM To: Ross Sullivan, Kimley-Horn From: Rob Ridings, NC Division of Water Resources, Transportation Permitting Unit Donald van der Vaart Secretary Subject: Drainage Features for the proposed City of Goldsboro New Hope Road Multi-Use Path, Wayne County, TIP No. EB-5508. Determination for Applicability to the, Neuse Buffer Rules (15A NCAC 2B.0233) Dear Mr. Sullivan: This memo is to confirm your on-site determination of the above-mentioned features for applicability to the Neuse Buffer Rules. The drainage features are approximated on your map sent to DWR on January 28, 2015 as "Reedy Branch" and tributaries "S2" and "S3". NCDWR has confirmed the following: S2: NOT Subject to Neuse Buffer Rules. S3: Is Subject to Neuse Buffer Rules. Reedy Branch: Is Subject to Neuse Buffer Rules Please note that no other features at this project were evaluated at this time. Also this letter determines the buffer rules applicability of these features within the City of Goldsboro's EB-5508 project liinits, only. This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffer, Waters of the United States, or Waters of the State. Any iinpacts to wetlands, streams and buffers must comply with the Neuse Buffer Rules, 404/401 regulations, water supply regulations (15A NCAC 2B .0216), and any other required federal, state and local regulations. Please be aware that even if no direct impacts are proposed to the protected buffers, sheet flow of all new stormwater runoff as per 15A NCAC 2B.0233 is required. The owner (or future owners) or permittee should notify NCDWR (and other relevant agencies) of this determination in any future correspondences concerning this property and/or project. This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by NCDWR or Delegated Local Authority that a surface water exists and that it is subject to the mitigation rules may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Amy Chapman, NCDWR Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Phone: 919-807-63001 Internet: www.ncdenr.gov An Equal Opportunity \ Affirmative Action Employer Individuals that dispute a determination by NCDWR or Delegated Local Authority that "exempts" a surface water from the mitigation rules may ask for an adjudicatory hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty (60) days of receipt of this notice and the date the affected party (including downstream and adjacent landowners) is notified of this decision. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and S:OOpm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed-provided the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 Telephone: (919)-431-3000, Facsimile: (919)-431-3100 A copy of the petition must also be served on DENR as follows: Mr. John Evans, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center This determination is final and binding unless you ask for a hearing within 60 days. If you have any additional questions or require additional information please call Rob Ridings at 919-707- 8786. � O N V M - �i - z - � o! � ��" — `—� a ', �� , - 6 __ � � ;, . , � � �� , __ _ i �'� r_°,�,y - �.� � � y � _ _, ��Rp - � I . ' q0 �, _ . , � -' __ � �_ o��'� � BEC�I�1 PROJECT � �'li � � . �o�\ . �¢ �- � �_ �� 3P i , � � ��, , d I�' S F o- ��," �Ci' .P y � 2� _ '\ � �� j�t� ♦ � o °p�'� �'�r ' END PRO�ECT �� ' � ��. � _ �� . �C�N(IMITS�� _ �� y, � . �1"-�, � i � o �� ' � - � < � � �\ � r�,� � i � � �� V r T� ' � y � �. , _ ,� ` �i , �� ,_ , �� . :_ � � ��_ VIC�IyITY �AP GOIDSeORO,WAYNE COUN7Y I�TS BEGIN PROJECT EB-5508 -Ll- STA 10 + 04.58 OWNER: CIIY OF GO�_USBORv 200 NOR?H C[N i ER STRE[T GOLDSBORO.NC27530 3088Y CROOM, P,E. 9i9-680-42�8 ncroom@goidsboronc.gov ENGINEER: RIMLEY-HORN ANC ASSOCIATES, ING. 3007 WESTON PARKWAY CAR�.NC2�513 JASON IAWINC, P,E. 9�9.877.2?53 jason.lawing �kim�ey-hom.com SURVEYOR: ciTV oF r,oi nsaoao �CO NORTH CFNTFR STRFF- GOI �SR030. NC ii�30 RONNIE GOL=V 919-750-i121� �co�e y�g o I d sb� ro � c.go v GEOTECHNICAL: FALCON ENGINEERING. INC. 7270 -RWI7Y ROAD SUITE 110 RALEIGH. NC 27607 JFRFMYtIAMM r.E. D 7 �.302.9758 hzm.m@falconenqineers.com SCOTT STEVENS CITY MANAGER \ 7 '•� Q �0^�\ �� 1y �P h � I NEWHARE DRIVE � v �) ��' ��o a �� CITY OF G4LDSBORO NEW HOPE ROAD MULTI-USE PATH (EB-5508) LOCATION: FROM HARE ROAD TO WAYNE MEMORIAL DRIVE TYPE OF WORK: GRADING, PAVING, DRAINAGE, PAVEMENT MARKINGS AND EROSION CONTROL WETLAND AND STREAM IMPACTS m a < � n S 4 3 2 f�� NEW (SRO1003)OAD (�\ \ � o? �y cz Zm �� O n o� c, z mm 5 -Ll- STA 35 + 96.07 -L2- STA 40 + 00.00 / (,'9 �f FO � / 9l� Y' O��F ,`�/ / 6 7 8 � .._._ . _.. _ _ �=s W j° > � J �� \� � _ � � / \� � j��` Z � Q 3 PREPARED IN THE OFFICE OF: Kimle >>>Horn v P.O. BOX 33058 - RALEIGH, NORTH CAROLINA 27636-3068 PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 Pe NaF-aioz OC 2015 GRAPHIC SCALE �0 � 2� � PLANS 10 0 20 � PROFILE (HORIZONTAL) 2 0 4 Y� PROFILE (VERTICAL) I�COM LETE G�NS PR� UMINAftY AcPLANB ��Q �� EN D PROJECT EB-5508 -L2- STA 58 + 04.85 INDEX OF SHEETS SHEET NO. DESCRIPTION , TITLE SHEET z coNVeniioNn�svm�o�s Cb-1 TD CO-5 PRO..FCT NO-FS TYPICA�,. S�CilONS AND CO�STR:ICT�ON DF'A�1.5 C-� ��.-O C-8 MUL11-1;5c t'Ai"-� AND LJHAIAAGE f'LANS CC-'�. t0 EC-'�3 GR/�DING ANO ERO510� CCN "I2CL F'LANS 5-i TO 5-? BOAP,DWALK AND BZIDGE ?LANS' X-i iOX-10 MULii-US�PAi�AN[]HOADWAYGROSSSEC710N5 fD BE WCLUDEL' IN FU IUKt SUBMIT IAl ALFONZO KING ��, �. OWNER'S NAME Ol AND�RQGER B�ADE TRUSTEES OF CLINGMAN STR ET CHURCH OF G00 O TRUSTEES OF WAYNE COMMUN�TY COLLEGE PROPERTY OW11tER 1�AME A1�D ADDRESS EB-5508 � 0 N � m ADDRESS PO BOX 10834 GOLDSBORO, NC 27532 �i� PERMIT DRAWING SHEET 2 11tCDOT DIT�ISION OF HIGHWAYS WAYNE COUNTY PROJECT: EB-5508 NEW HOPE ROAD MULTI-USE PATH 02242015 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) (tt) (ft) (ft) -L1- 21+45.74 TO 21+g6.82 MULTI-USE PATH, PIPE < 0.01 < 0.01 66 5 -L1- 25+31.90 TO 29+00.74 MULTI-USE PATH 0.16 -L1- 30+20.14 TO 30+gg.33 MULTI-USE PATH 0.07 TOTALS*: 0.22 < 0.01 < 0.01 66 5 0 *Rounded totals are sum of actual impacts NOTES: 2oia io 2a O/ -U- PCC Sto.26+3556 Nqy WI..I IAM CRUSF IyCqbT ST0.8380i 60.LV �Ex ��R�EV �O ROGER B. V/A�E TftUSTEES OF CLINGMAN 36 LF - 36' RCP-m d�� _ ��D STREET CHURCH OF GOD -Ll- PC SIo.2/t05J8 o.s. a,e,PC_asa PROP ETAL Hq�yORNL PAiOP JB j�'/ �IH Pc °c`PC.zio _ � S�Cb-3 NCQ7T ST0.84D3/M/D 84054 pg SEE OETA2 TOE PROTECTiO� - -� U- STA 2 33 TO TOP = u5D -U- PT Sto. 23t8937 iica-2 g - - - - - - - - � a.rs �r�s R.�w SEE T�* dyy ily fE1 = i09D P9 SEE DETAIL --- �,�:, - - - - .. INy dy f51 = I053 - - - - - - - - - - - - - It fL J - //CO-2 - - - - - y` - "�� EST GEO �� 1 I � -�� -' dyy pUT l�'l= I053 � __ N OfTNL2/SNE£T CO-3 � II \ � e�z� - j��P l'� TO EX67 36'�p 'JII -- RETNh EXIST SS ��II ---� pLTi-USE PATH lTH CON��T�V EXIST�A/G ECC RlC // I \ - - '�II - - - - - - - - - i N I � � TI£ PROP JB /,�li ,�l,4IyHOLE.RE OVE �p' �'/DE ASPHALT TE�I RARY RETAI EX157 S� f/OLE.RE E V I \ � NLpDT 5T0.8403/ Ny0 840.54 EXISTI C ECCE RIC CO E SE TIQH ,y y� . �r �/y � � TOP = lW7 AND R�PLACE {�'/TH A�LAT TOP UD 2'GRAVEL SNIX1LD�R5 EASE+IE�/T fTYP1 lJyD REPLp� {�{ lTH A FLATSTOP UO � � � �NV lN �N� _�.`� AIyD A7ERTlGHT �Iq�rHOLE FRA�IE R£�IOVE EXISf AND ATERr �IAIy/i0[E FRA�IE ' D \ -0 llyy WT flyl - I0456 AND �R FLUSH yy/�H PROPoSED 1 � �r/ �� W 'O � ` � rREE .AND R FLUSH H PROPoSEO y � . - . - � \ f^ � �- � SEC7 ly P SEL7 N \ - GiAOE.M HOLE FRAME SHALC BE GRADE. A�/hIOLE FRfq�E SHALL BE i n '�. 1 � � \ "1� ' � ..� �-------e� � � � _ � � ELEV = U275 ELEV = l�-� � _ CA5r il/TO A FLAT T i0 . C.4S7 d/TD A F�Ar r0 �0 . �e� _ Rl�/ � � � I' � ----- ----J � - - - - � �_�- E E-- RlM � �� x rn N- - � ` - � � � C ---'- -' —� \ ----'-- ---'! - �� /� s y, �' s� • .�_' ---" - �-�- --------- � � . - �., ---- -- -- - - � ----- h ;,.-_� �,� --; � . '- - --- - - - > / - - - - - - - - - - - - � � �- _ _ _ - - - - - - - - - C � � f `� `/� � y. � 1 � _ ' - - - � _ _ - � � \ � ,(Yp i/ � ic = C � N� • � _ . � - � _ �sr�� y � �- r - - '/ �� -- y h - - - - - = _� � �--, 5 _ _ , �. � �r �.;��'`'Y� �� ..�� D _--�;-- __ ,---- ------------------- - -�� `-�� '� _ -''-c�-�— --_. / ._ _ --- ------------------- ----- --_- _ < � — - — - - _ �_ .., _ > , - � - � _ � � � - c - _ � ..,i� � --�-'---'-' ---- -- --"-- ----- _....-- - -- __-E--------'-�------- -'-"-'---`----'-- -F.-..-..-..-......y... i i: �� . t. Y��B��T� ONl E'- --- F- ---�-.__. _ � -- . � ��=� - -- i�-- ------- -- F _ � � � s-_ � _ _ �, -------------- ,, , '� x �fi* y ____ . ;- -�_ ��:�_ --- ---- � � � � �� i��;�o 28 LF - l8' RCP-IfA F - -- i - . �' � � - ' _ F � � � � � _ .�` Y. . . _ � ? - - - - , :� - - - - - _ TI£ PROPOSED OITCH - - : �,: _ � - �- -- - - - , -. �� _�`_e, _ _ / — _ - - - - V- - - - � ll1 ��l✓ l09B \ F - � . - -�y- _. � � .. . � _.._,� �-� �:� " - - m � rn - ��, N Ex�s N RErap ex�sr rrErap nyc eox \ , ��e Ew�sr ` x � - i TO Ti G FIRE Hl'�tANT \\\ SPECiAC LATERAC'y'O�TCl/ - _ V - - Qh �.. _-- _ - - - _- - - C - - - � z - - "0 - -- - - - - - - - - - - - - � .. � � . DETNL vSnEET CD-3 , HORE : rn � _= _ - � -_,�; �u - � _ - - - - - - ��'' - - - - - �� - - - - - - - - - ' SR 100 , , rn-+ - - - ��.�_- - - SPEC/AL LATERAC Y' OITCH - - - - - - -10 _ -��t�=+z� __ -- . _,y,a_�_ . -. - � - _ _ _ � -' I:l � �� r- -U- PRC S10. Z fEJL�BO n OET.N[ l/SHE£T CO-3 .NV. �n�,.�z—_�... - - - - -- - . - -� ----�—_^ .Ia RE-�$TABLISH 6 LF R0.40�'AY $Hq/LDER -U- PC 510. Z�J"�'7J�.E FRO�/ STA 2/+40 TO 22+ig -[l- tRTI lSff CRO55 SECTi0ly57 y�� y Pl = 2/+54.00 � 120 ��!� EL= 11525' � VC = 60' K=46 -u- Pl Sto 22+47.63 PI Sto 25+89.47 Pl Sta 26+1g.60 �= 4'03'435"(LTJ p= 25'54'03.8'fRTI p= 3/'l7'00.5"fLTJ D= I' 25' S6.6" D= 95' 29' 34.7' D= 95' 29' 34.T L= 283.59' L= 27J2' L= 32.76' T= l4L&5' T= 13.80' T= 16.80' R= 4,0(JOAO' R= 60.00' R= 60A0' nen�� DENOTE$ IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROPOSED ; � EXISTIA/G �� , GRADE - GROUlyO - • ` II I P1= 24+26A0 ° � - - l-12.3672% . II EL = I1235' ' 116 ' '- VC = 60' -- > �. K= 20 i i i i i -- -- s ` -�- ---- -------- � � f J1A662% - - - - - - - - - - - - � - _.- ' � . _ _ _ f -1/.63% � � - - - _ � _ _ _ � _ _ ' 112 �j . -------------- � — --------, � - -- -�_, r-u.oss2z - - _ 3 ` - - - �_iq3j� - --- (-�2Jii - - � BEGI SPECIAL � � ' DITCH GRADE RT � � � 108 -Ll- STA 2/+40 � _ � , � i - - � ELEV = I13J9 � g � N ry O1 i PROP 36' RCP Q N N r:j �-i STA 2/+6L40 - - � � ELE _ 105.42' v� '� Q � ' 104 V , �n EDSP � � � .. I � I �ROUIyDG '� W J J DLIC S7 S - - � �u ELEV = s 100 ' _ i � ' - -- ---- kl�-��J-u��----=��N L! > ; , 96 21 22 23 PREPAFED IN iHE OFFIL'E OF: � • E� �.�: oArE oRAw� e. Ki m e>>> H o r n o Th�s doo�ma��. �oga�ha� w��h the aonaeP�s and des�g�s P�esen�ed �a�a�n. as an �s��men� of ser�� s y N In+ended only for +he speclfic purpose and cllen+ for which i+ was prepared. Reuse of and Improper� � rellance on thls dooument without wrltten authorizatlon and ado tlon b Kimle Horn and Assoclates, Ino. � snauez witno�t namnty to K�miey-HOr� a�a nssooiates.i�o. � ' � PeOe BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 m copyrign+ Kimiey-HOr� ana asso�ia+as,i��..zois PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 PE NaF-oioz Pl = 26+OOA0 EL = 10538' VC = 80' K=3/ �e� � � 120 116 112 108 � '��57i� l —J1.4644% ` . (-�026% 104 -LI- STA 26t5 BEGI SPECIAL ELEV = 103.5/ 100 DITCH GRADE RT -Ll- STA 26f00 ELEV = 103.64 24 25 26 HoRlz PRO�ECT: io � zo NEW HOPE ROAD MULTI-USE PATH MULTI-USE PATH AND �Po�,�p�TE PoL�N� � DRAINAGE PLAN PREL[I�INARY PLAN6 VERT (EB-5508) G Q 4 � e NuMeEF. 0 I 1�4b024 EEr NuMeEa. C 3 , N V h Z _. _ -0 � m � - � �n ---„ � HCqbT ST0.8380i 36 LF - 36' RCP-m llyy = lQ6D PROP JB j�'/ �IH NCQ7T ST0.84D3/ M/D 84054 TOP = I/5D ,� ,N �E, _ ,�o INy dy t51 = I05.3 ilyy OUT l�'l = 1053 � 24 LF - 3B RCP-m T I£ PROP JB / ,uH � � �� / _ � 0 WI..I IAM CRUSF BILLV �EX GLRLEY ROGER B. V/A�E TftUSTEES OF CLINGMAN STREET CHURCH OF GOD 0.6. �61fi, PG_49a P C.'�C' PG. 21C SEE DETAIL l/CO-2 SEE OETA2 ,.�a-z g + N TOE PROTECTiOIy CLA55 'B'RlP RAP E5l 90 TOlyS EST 2W S' GEO OfT.N[ 2/SNE£T CO-3 Zz TO EX67 36'RLP RErNIy EXIST SS �I.4�/HOLE.RE�IOVE �p' �'/DE ASPhIALT TE�IPORARY R£T.NIy £XiST 55 �IAIyHOLE.RE E NLODT 5T0.8403i AIyO 840.54 EXISTI�G ECCENTRIC COIyE SECTIQH ,yl1LTi-USE PATH 14/TH CON��T�V � EXiSTdyG ECCE rRIC CONE SE rl0/y TOP = lW7 AND R PLACE W/T/i A FLAr TOP UD 2'GRAVE[ SNIXILD�RS EASE�IE�/T fTYP1 �NV lN �N� _�.� AI�D A7ERTlGHT �I HOLE FRA�IE AIyD REPLACE lTH A FLAT TOP UO llyy OUT �Hl - I0456 q�y D R FLUSH�j� H PROPoSED R£�OVE EXISf AND {C�0AyT�EK! NN�y////O[E FRA�IE G�iADE�NyHOLE FRA�IE SHAL[ BE TREE G qpE.M,qNHp�SFRsI�IE SH�SE� CASr dyTO A FLAT T� SEL7ION• CASr d�/TD A FLAr TOP SEL7ION. Rl,�/ ELEV = U275' E Rl,�l ELEV = 10536' - - J ----- �<.1 �— C- �- - --.._..- � - - - - - - - - - E �_ , � � - - - - - - - - - - - - - - - - - - - � - - - - - - - - � - - - - - - - - - - - -- � f ii a � �O �� D y e't = i� � � x r � Z � � r � rn �'* � t t � � � � � � � i . _ _ _-�,_ _ �' 1Tr tn h - - ' � _ - ° s _ _ - - -_ _ , ->��.�„�� J� Y �� ,y � D _ --------- ---- _ ,J/` v1 __----c�-�--- -� � �� ---- ---------------- ---------------- --------- -x.-_=ar-L�� +2ry'�'��8 � �� y.J�.�'A � �N .., - - 9. . .. ': � — - . � ' . > � / _ '_' _ ""_""_'"_ "�._.._ _ _ i j. � , �� --E�- ----- -��-- ---F-- --- _ � ��_.� -- '- ' � —E-------' . .. .. ..� ' � x . s _ � _ — _ � �� -----------F--'---- 1 �. i ' 3 �T p� - � � �fi :, � � �� , ------_------- : 28 LF - i8' RCP-I/l F " - -- i � ' � � � � � .. . s.. . . ... - � � y t �.�_; '� � 1 � � — -- - , _ �.,, r _ y � -, � �ryv �09.8 F --�- �_.._,��_* --�-a'--- --- � ----.-- m � Nro E oSOS�G arcH = - - - - - - - - rn � A�z FRE ��.4HT RETAIN 7�'C 60X R��IOyE EX�ST MErAL BpLLARD SPECiAC LATERAL �y'DiTCH = ._ .' HOPE f DETNL vSnEET Cp-3 rn � -- _-- , ___ SR 100 rn-+ SPEC/ALLATERACy'OITCH ��.. � —.-__-__ ��',�O'�'� -U- PRC Sto.26t02B0 n OET.N[ l/SHE£T CO-3 ------- A iNV.=loi.i3��A �� . RE-�$TABLISH 6 LF R0.40�'AY $Hq/LDER -U- PC 510. Z�J"�'7J�.E FRO�/ STA 2/+40 TO 22+ig -[l- tRTI lSff CRO55 SECTi0ly57 y�� y Pl = 2/+54.00 120 ��!� EL= 11525' VC = 60' K=46 -u- Pl Sto 22+47.63 PI Sto 25+89.47 Pl Sta 26+1g.60 �= 4'03'435"(LTJ p= 25'54'03.8'fRTI p= 3/'l7'00.5"fLTJ D= I' 25' S6.6" D= 95' 29' 34.7' D= 95' 29' 34.T L= 283.59' L= 27J2' L= 32.76' T= l4L&5' T= 13.80' T= 16.80' R= 4,0(JOAO' R= 60.00' R= 60A0' nen�� DENOTE$ IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROPOSED ; � EXISTIA/G �� , GRADE - GROUlyO - - 4 PI- 2 +26A0 � - - � l-12.3672% . I EL = I1235' 116 vc = 60� -- �. K= 20 i i i i i �� f-)1A662% � '�'--------- --------------►.-`--- - -- � � . _ _ _ f -1/.63% � _ - - � � ' _ 112 �j . -------------- � - --------, � -- -�_, r-u.oss2z - - _ ` - - - �_/4,�� - --- �-127/% � - BEGI SPECIAL � � DITCH GRADE RT � � 108 -Ll- STA 2/+40 � _ _ � ELEV = I13J9 � � � J g � N ry O1 i PROP 36' RCP Q N N r:j � STA 2/+6L40 - - � � ELE _ 105.42' v� '� Q � 104 V , �n EDSP .. i > v� �ROUT DG '� W J J DLIC S7 - N - i �u ELEV = ' 100 i i - ' ��kl�-��J-u��T�=��N L! 21 22 � E�.�o.: kE�=��: oArE: oR w� er: � Th'is dooumant, togather wlth the aonaepts and deslgns presented heraln, as an �nstrument of servlce, is N In+ended only for +he speclfic purpose and cllen+ for which i+ was prepared. Reuse of and Improper �rellance on thls dooument without wrltten authorizatlon and adoptlon by Kimlay-HOrn and Assoclates, Ino. � shallba wlthout Ilablllty to Kimley-HOrn and Assoclates.lnc. m copvrien+ Kimiev-NOrr, ar,d assooia+as, i�o.. zo is 23 PREPAFED IN iHE OFFIL'E OF: Kimle >>>Horn v PeOe BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 PE NaF-oioz 24 25 Pl = 26+OOA0 EL = 10538' VC = 80' K=3/ �e� � � 120 116 112 108 � '��57i�� l -J1.4644% ` . (-�026% 104 -LI- STA 26t5 BEGI SPECIAL ELEV = 103.5/ 100 DITCH GRADE RT -Ll- STA 26f00 ELEV = 103.64 26 HoRlz PRO�ECT: io � zo NEW HOPE ROAD MULTI-USE PATH MULTI-USE PATH AND �Po�,�p�TE PoL�N� � DRAINAGE PLAN PREL[I�INARY PLAN6 VERT (EB-5508) G Q 4 � e NuMeEF. 0 I 1�4b024 EEr NuMeEa. C 3 114 110 � 1 . BEGIN BRIQGE -U- STA 29t0395 wli i InOkUSE i r�-r i-r :�iez -r s�- r Y-r z B�/,��pZs �pq(��- �- r z-r ei��v REx eI�R�EV i� y� s�� s Y Y r�� /� $rA p8t9395 � �� I ko�FH �. wqt�F SEE SlR�'CTllRE iPL�S TRUSTEES OF CLINGMAN F� i� � � t t Y t t t � Y Y t � t t t t t i� t � � Y t t t� STREET CHURCH OP GOD �� _ � I, ,-- o❑,-e. Pc. asa ��t t t r� Y Y t t t t t t r r t t t t PBOP�FU�y',ED�BOfLAqF1- g �� j .c°c�=c.ro � �ep-------SEE_I�ET�UL-5/CDa4- i .t t t t t s� s t t�� t t� _-- - --- -� � ��t � � � � � � � t s t � t �' � � / �� ` � � .e � � t t t � � � �e � � s � �•� � ..... RET.NN EXIST i �� Y s � � � � � � � � � Y Y a � � ��]��yITARY SE�'ER wi�unm cRUSE � � I � // T"�� BIL_" REX GURLEY � Ps SEE ��i� t� s i� t� t t t t Y s r r� � .4 t�� RocER e. wnoE TRUSItt50FC INGV� N /� l/CD-� � � - I- P t Z "�' � �e � Y � �11 � , STREETCHURCH 0= CC�D � � �� , � � t t� / � t � Y i ie Y Y Y Y�� Y�!e Y Y!e Ya J8."61E�G49. i�ie !� Y Y Y i� / AC C' �:9t0 M � � � � � � � � s s � � � � � � � � � s� � 1 � _�� =L-l-i � �10*2&1' 3� s � � � � � / Y Y Y Y Y Y 1 Y Y Y Y Y Y 1 Y Y Y Y Y �![ Y� �Y �]e Y Y Y� 1�C�SlB. G+fJ �ZA Y � � � V / � � � � � h Y i� i� t •t * � i � ie Y Y� Y Y Y i Y � Y Y Y�/!� i'J� i i i![ ![ !� t i i i i !e 1 i yii .{ ,.Y i i i !� Y it Y 1 1 t i Y Y Y !� i Y i i i i i ic !c {# IA . � Y t Y t t t ie i� Y t t t t �.. �� l,�a �'�N�� k t t t � � s t t t � � � s t t � ��4" ` �#�I�+y�� fi��e t � � � s � r� � � � � � � s � x � v� � � � s s� � � � �e � v� � ��- � f � t � � t �� 1-!�-'�I �.e � � (/� ]c � � � t t � � � Y k !c � Y � � t � fe � !� � _ A . �'f�� ` F F ��r ��a�' r � � � � s �� : � 'F [ Y !� '� � � � }'� 1e: Y Y Y. Y i t i i Y it Y I-� � � �'ea��J��s--- � � _ MI. � ��i��i�.,�i �'��_--" -- �� ; �� . � . `� , - _ _ _ _ _ _ --� � - --:,___�----- / I� F ------------------ ----- --------------- � ---- -- -- - — F F L � ,:r.� - - - - - - - l �'/0£ ASPHALT EXISTIIyG � GROUND Mu�n-use ParH �y�H 2'GRAyEL SHIXILOERS PROPOSED GRADE - PT �^°n"�" „' �,� as SEE 0£TAIL PREFABRICATEO SrEEL � ��0_2 PEDESTRiAIy BRILU^E SEE 57RULTURES PLAIyS & DETAILS .- � -----�=-=i � � � � �� x ._ - � �i i i !� �� t � � I � i' i' Y � � � t s �� s i i t Y � � � � t t t i' � . � � t t �\ Y J Y ` �-- -�J � ! Y - PE FE . TRUSTEESOO.= WAYNE Q CO NITY O EGE . o.e. isoa, Pc, a2t w =i� F��D��,,�� ' � RETAd/ EXIST 55 �lNy/iOLE.RE�Iq�E � � � � - ' i \ � � EX157/lyG £CCEA/�R!C CONE SECTIOIy rt�ilS�ErS�OF waY�NF �1 �,� . M/� R£PLpC£ WITH A FLAT TOP LlO :@M^A1�IN.— �V c�� \ - - _ _ .4Iy0 .4TERTlGHr ,�l.4�yHOLE fRA�IE o.e. isr,3 ac. sz � R� T�� .. -- 7CIyD'�+� R- F{115t1�F/�H PROPOSED �` �` �� $%�yl SE R �. \ � GRAOE.�/iU/HOLE FRA�lE3H7C1 E- - _ Y � � � M�r,.�� \ ca�sr iNro a Fuv roP sECrro�. �� Rl ELEy = 112b4'�- � ��i -- _ \ - - r t t�� t t� s� � � I -_ L _ - —E�E� C k 'Y Y t �I � Y � !� i� � _ _ _ � � - _ _ � _ � _ _ �, _ - _ _ _ _ t �� t � � � � � �� \ _ - - - � - - - �� / / / � Y � t t t� t � ��-a � � � y � �� n �� os � Y, s: i: : s� Z s � � : �,�� r � 1 � > � � t t �t �i �i'-I � � �'..—PE— � - _ / 2 � K'�1 — � � � n1 r r� � � � �i' �� - 1 . ,�e-�� / - - - - - - ��/�£ � � �` i F � E C Y Y[ � y[ k� Y' Y. ! 1 , / � I / � I 4t ir\ f < � �' _ � � � �� y �< � : � rEll�ra�rr i n � � � � ca�ysr�icrro,y �� y; �� s,�``�I � � : i � � EasE�lepr rYrP� � F �i: 1� Y Y Y t t i' I I ��_ II'..' ______ � � i _ °T =� �y* � * I , - _ _ �, Iii V - -..�o= _ _ _ , - � � I � _ _ _° _ - r�",�, ,�`' -----�--- m L----- --- � � tn � �� JV HOPE ROAD rn � � -(�1b03) —_ '-�- � __-Ll- PT Sto.31+4260 ausur R/W) � _ - - - � \ � � 73' l' 15.9' � * * � i' t 1 3��1 Y'4� � __+_ PE - - - ' ic �- ' _ - ' _ � �., � >�` ___._ i i RPE0j7�'AlN EXIST END BR/aGE Aq'DEGUY {4'lRE -U- S7A 29+H95 R TAIIy EXIST T y�C BOX RErap Exisr �EGUY�E r =_____�. END l0' �IDE BOARq�'AUt J -LI- 5T 30+26.98 SEE STRUCTURE PLANS PROP H/�ED BOL[ARD - SEE DETNL 5/CD-3 -L/- Pl Sta 26+92.59 PI Sto 28+46.63 PI 5to 28+78.44 Pl Sto 30+05J3 PI Sto 30+87.75 p= 3' 3T 455" ILTJ p= 30' 24' 44.8' flT I p= 3p' 20' S95' �RT) 0= 28' 55' 02.T' fLTJ 0= 32 /8' 435' fRTJ D= 3' l0' 59.2" D= 95 29' 34.T' D= 95' 29' 34T D= 5T l7' 44.8" D= 28° 38' 52.4' L= 114A2' L= 3/.85' L= 3/J8' L= 50.47' L= 112.79' T= 57.03' T= 16.3/' T= 16.2T T= 25.78' T= 57.44' R= 1,800A0' R= 60.00' R= 60A0' R= IOOAO' R= 200.00' ��'i � � � � � � � � BEGIN BOARDyyALK � • -LI- STA 28f9395 ELEV = 103.02 � Pl = 28+84.00 Pl= 28+39A0 EL = 101.88' EL = 10294' � VC = 70' VC = 20' K=18 K=13 — BEGIN BRIOGE -U- STA 29+03.95 ELEV = 103J0 Pl = 29f03.95 P/ = 29+79,3 EL = 103J0' EL = 10333' �-�1.4644'/. --------------------------- --- - --------- - (+10.3053% 102 - - _ � � (+)2�556� ( 10 - - - r-�i.45i " ----------------------- - + .e oi - - � f J1,4644% -LI- STA 26+50 - �� -- ELEV = 103b1 - ' - - - - - - - � - - - _ _---_•___ ___-_ _ _ __.f-12�i � ---------- --- i-�Ti-�� ----- 98 -- — — _ _ - °o _ '� �. - — N�M� �I � _ � _ i..' O � � 4 Q� '� 9 � �� P / EDSECAL^ � - -_ ---- _ - -, , -, , ------ _ - -- � w I� --, ---_ ---- - � DITCN GR E RT i, W -LI- STA 29+16 nn ELEV = 99A0 27 � E�.�o.: kE�=��: oArE: oR w� er: � Th'is dooumant, togather wlth the aonaepts and deslgns presented heraln, as an �nstrument of servlce, is N In+ended only for +he speclfic purpose and cllen+ for which i+ was prepared. Reuse of and Improper �rellance on thls dooument without wrltten authorizatlon and adoptlon by Kimlay-HOrn and Assoclates, Ino. � shallba wlthout Ilablllty to Kimley-HOrn and Assoclates.lnc. m copvrien+ Kimiev-NOrr, ar,d assooia+as, i�o.. zo is 28 29 PREPAFED IN iHE OFFIL'E OF: Kimle >>>Horn v PeOe BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 PE NaF-oioz 9 END BRIOGE -LI- STA 29+7395 ELEV = 103.3/ P/= 99+RRA7 E � END BOARDyyALK -U- STA 30t2698 ELEV = 103J1 Pl = 30+90,pp �DENOTES IMPACTS IN SURPACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �� - 114 __,li"�i � �� . � �. �' � 110 106 102 98 94 30 31 32 HoRlz PRO�ECT: io � zo NEW HOPE ROAD MULTI-USE PATH MULTI-USE PATH AND �Po��p�TE PoL�N� � DRAINAGE PLAN PREL[I�INARY PLAN6 VERT ( EB- 5508 ) G Q 4 � e NuMeEF. 0 I 1�4b024 EEr NuMeEa. C 4 I 114 I 110 � 1. BEGIN BRIQGE -U- STA 29t0395 wli i InOkUSE i r�-r i-r :�iez -r s�- r Y-r z B�/,��pZs �pq(��- �- r z-r ei��v REx eI�R�EV i� y� s�� s Y Y r�� /� $rA p8t9395 � �� I ko�FH �. wqt�F SEE SlR�'CTl#tE iPL�S TRUSTEES OF CLINGMAN /� F� i� � � t t Y t t t � r r t � t t t t t i� t � � Y t t � i STREET CHURCH OP GOD o.❑.,e-e.PC.asa ��t t t r� Y Y t t t t t t r r x t t t PBOP�FU�y',ED�BOfLARE) t t t t� =.c.��c�=c.ro � e�- _ _ _ _ _ _SEE OETNL 5/CD-3 .r t � t * s � Y t t � t t � � � - _ _ _ _ _ _B,p_ _ _ _ _ � i / ��t � � � � � � � t s t � t �' �� / �.e s t t t�� s� s t�•� ' RET.N EXIST i�� ,�Y Y Y Y t � i i � Y it Y Y � �gjpd�,�y �� SE�ER �/�IILLIAM CRUSE � � pg $EE �T�e�.� 1 ""'� BIL_" REX GURLEY � ,�#�- t Y Y i� � � t t � t Y Y i� Y i' ROGER B. WAOE '4 � � � vCD 7 -/- p t 2+ , � O/ rkusitts oF c_wcw N � � � � � � � � Y � YI STREET CHURCH 0= CC�D � � � � � � * *,� � t � Y i ie !c Y Y Y � � � � !e Y Y !c t j D.B. `616. °G.49c i� ie !� Y Y Y i � A.C."G' '(1.9t� M � � � � � � � � s s � � � � � � � � � s � 1 � _�� =L-l-i � �to*2&1' 3� s � � � � � / Y Y Y Y Y Y 1 Y Y Y Y Y Y 1 Y Y Y Y Y Y Y� �Y �]e Y Y Y� 1�C�SlB. G+fJ �ZA Y Y Y Y V � � � � � h !� Y it Y 1 1 t i Y Y Y !� i Y i i i i i ic Y i� i f� i i i !t ![ !� t i i i i !t 1 i y� .� ,.Y i i i � i Y 1 1 Y Y � � � Y Y i Y 1 Y t t � Y !t Y Y t Y i Y t ie i� Y t t t t �.. � la �'�"�� k t t t � Y i� i� t •t * � i � ie Y Y� Y Y Y i Y � Y Y Y ic t Y t � Y i� i� Y t � #�..� y��I��j, I�Fe t� � Y 1[ Yc Y Y Y Y Y � Y � Y Y Y Y Y Y Y Y Y Y •t k Y J� 1� ��- Y 1 } �' t 'i �� k � Y (� ]c � � � t t � � � Y k !c � Y � � t F fe !� !� y!,�.,�..�a../-� w�� ,. . _1� ' ` i F _ ��Y'�� i Y 9: !t !t !� f �i i � /`� I .II� ��k�� Y°" : - - � � 3 � i: !t Y Y Y. 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END l0' �/DE BOARO�'AUt J -LI- 5T 30+26.98 SEE STRUCTURE PLANS PROP H/�ED BOL[ARD — SEE DETNL 5/CD-3 -L/- Pl Sta 26+92.59 PI Sto 28+46.63 PI 5to 28+78.44 Pl Sto 30+05J3 PI Sto 30+87.75 p= 3' 3T 455" ILTJ p= 30' 24' 44.8' flT I p= 3p' 20' S95' �RT) 0= 28' 55' 02.T' fLTJ 0= 32 /8' 435' fRTJ D= 3' l0' 59.2" D= 95 29' 34.T' D= 95' 29' 34T D= 5T l7' 44.8" D= 28° 38' 52.4' L= 114A2' L= 3/.85' L= 3/J8' L= 50.47' L= 112.79' T= 57.03' T= 16.3/' T= 16.2T T= 25.78' T= 57.44' R= 1,800A0' R= 60.00' R= 60A0' R= IOOAO' R= 200.00' �'i BEGIN BOARDyyALK — -LI- STA 28f9395 ELEV = 103.02 PI = 28+39A0 Pl = 28+84.00 EL = 101.88' EL = 10294' VC = 70' VC = 20' K=18 K=13 — BEGIN BRIOGE -U- STA 29+03.95 ELEV = 103J0 Pl = 29f03.95 P/ = 29+79,3 EL = 103J0' EL = 10333' �-�1.4644'/. --------------------------- --- - --------- - (+10.3053% 102 - - _ � � (+)2�556� ( 10 - - - r-�i.45i " ----------------------- - + .e oi - - � f J1,4644% -LI- STA 26+50 - �� -- ELEV = 103b1 - ' - - - - - - - � - - - _ _---_•___ ___-_ _ _ __.f-12�i � ---------- --- i-�Ti-�� ----- 98 -- - - _ _ - °o _ '� �. - — N�M� �I � _ � _ i..' O � � 4 Q� '� 9 � �� P / EDSECAL^ . � - -- -- --- - ---- -- _ -- - , ------ _ - -- � W '� --, ---_ ---- - � DITCN GR E RT i, W -LI- STA 29+16 90 ELEV = 99A0 27 28 29 � ev.NO.: reevsioN, onre: ore wN er: . � Th'is dooumant, togather wlth the aonaepts and deslgns presented heraln, as an �nstrument of servlce, is N In+ended only for +he speclfic purpose and cllen+ for which i+ was prepared. Reuse of and Improper �rellance on thls dooument without wrltten authorizatlon and adoptlon by Kimlay-HOrn and Assoclates, Ino. � shallba wlthout Ilablllty to Kimley-HOrn and Assoclates.lnc. m copvrien+ Kimiev-NOrr, ar,d assooia+as, i�o.. zo is PREPAFED IN iHE OFFIL'E OF: Kimle >>>Horn v PeOe BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 PE NaF-oioz 9 END BRIOGE -LI- STA 29+7395 ELEV = 103.3/ P/= 99+RRA7 E � =r�o==== rE�l�rafrr,y E�asEil Hr roYrP� -� -`� -- - ✓V HOPE RG (SR 1003) PUBLIC R�';. n N � � � 2 � y n s �DENOTES IMPACTS IN SURPACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER END BOARDyyALK -U- STA 30t2698 ELEV = 103J1 Pl = 30+90,pp �!' - 114 �F��1 ' � ' '��. �' 110 30 MULTI-USE PATH AND DRAINAGE PLAN 106 102 98 94 31 32 HoRlz PRO�ECT: iIo � zo NEW HOPE ROAD MULTI-USE PATH IPoC0I1�PLETE P�L�N9 11�J PREL[I�INARY�PLAN6 VERT ( EB - 5508 ) 2 Q 4 � e NuMeEF. 0 I 1�4b024 EEr NuMeEa. 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' /`� �TS ' ' , . � '/�5 END P`ROJECT ` � , ' � �- � , � � � c� c�M�rs � ��°�� ; � � �� __— �� —, � ,� � , � � �� , —�� sus �� \ „ � � � � %,�o � GOLDSBORO, WAYNE COUNTY OWNER: CITY OF GOLDSBORO 200 NORTH CENTER STREET GOLDSBORO, NC 27530 BOBBY CROOM, P.E. 919-580-4278 bcroom@goldsboronc.gov � � � , �� , �v VlCIHITY �AP Nrs BEGIN PROJECT EB-5508 —Ll — STA 10 + 04 . 5 8 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 3001 WESTON PARKWAY CARY, NC 27513 JASON LAWING, P.E. 919.677.2153 jason.lawing@kimley-horn.com SURVEYOR: CITY OF GOLDSBORO 200 NORTH CENTER STREET GOLDSBORO, NC 27530 RONNIE COLEY 919-750-0219 rcoley@goldsboronc.gov GEOTECHNICAL: FALCON ENGINEERING, INC. 1210 TRINITY ROAD SUITE 110 RALEIGH, NC 27607 JEREMY HAMM, P.E. 919.302.9758 jhamm@falconengineers.com S C OTT ST EV E N S C ITY I��IANAG E R � PROJ ECT , �� Q ��^O\ Q'�-��h f �� . � �� . :; = �"� , ' � �. -�.x.....::. >z; �dl.flaaEO!Mt ,, � :.. * 4� / , �_ 0 Q z I NEWHARE DR�VE � LOCATION: FROM 2 - — HARE ROAD TO WAYN E MEMO RIAL D RIVE TYP E O F WO RK: G RAD I N G, PAVI N G, D RAI NAG E, PAVEME NT N�IARKI N GS AN D E ROS I O N CO NTRO L 3 NEW R��03)OAD �J ,� u �. � .�` ' `. � .�` � m! �► O-c � n i 4 ! \ rn O ?i �� cz Zrn �� O C� O� rn�mrn 5 _ / —Ll— STA 35 + 96.07 —L2— STA 40 + 00.00 � � � � �f ��O �1�, O 7 � �� ., -.�,- ,,----�----- -- `� ��, ;�� i � - �`. i � ` � � ��` `��` � � _. �� ---E . ��1 ` .`�_ ��. �i � —� O �� e �� , �- °-�- -� r . � PR�PA'�ED II� THE OFFICE OFo ■ � P�Oo QOX �3068 — R��EI�H4 NOR I H CQRO�INQ 27636-306� P�ON�� J I`��) E> � �—�OOC �;1Xo (9 I=i; �� i �—�05�� -- Noe F-o io? CO 2015 � PROJECT REFERENCE NO. SHEET NO. EB-5508 / GRAPHIC SCALE �o 0 20 PLANS �0 � 2� PROFILE (HORIZONTAL) 2 0 4 PROFILE (VERTICAL) I�T�`��bI�LE�I'E �L?��T� IDD N�'Q' US� N�DA R% W AC�UISITION �R.ELI�VII�TAR� PL.��1� D�0 A'OT USE F�OR CflNSTRUCTIWN END PROJECT EB-5508 —L2— STA 58 + 04.85 . I � _ -- � � W' I il � �' �� J � �° O� W� �N W v � 3 INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 CONVENTIONAL SYMBOLS CD-1 TO CD-5 PROJECT NOTES, TYPICAL SECTIONS AND CONSTRUCTION DETAILS C-1 TO C-8 MULTI-USE PATH AND DRAINAGE PLANS EC-1 TO EC-13 GRADING AND EROSION CONTROL PLANS S-1 TO S-? BOARDWALK AND BRIDGE PLANS * X-1 TO X-10 MULTI-USE PATH AND ROADWAY CROSS SECTIONS � TO BE INCLUDED IN FUTURE SUBMITTAL ALFO NZO KI N G N�IAYO R � � � � � � � � � N 0 z � z � � � � � � 0 � � e� 0 � � 0 � � O � � � � � � � � � � a 0 z � z � N 0 � � , 0 � 0 � 0 0 � � Q � � Note: 1 �lot 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 0 EIP � 0 �23 X X X- - — — —�LB— — — — �LB EAB EPB Known Soil Contamination: Area or Site �'� Potential Soil Contamination: Area or Site � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap o Sign � Well ° Small Mine � Foundation � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 F I ow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump , �• �� . r r�ti �-- —� �------� �s — BZ 1 BZ 2 �--- --- �--- --- -,.�_.,. � � � FLO�' � �� ,, �_�� RAILRDADS: Standard Gauge RR Signal Milepost $WltCil RR Abandoned RR Dismantled RIGHT OF WAY.• 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 R1W Marker Proposed Control of Access Line with Concrete C/A 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 Proposed Permanent Easement with Iron Pin and Cap Marker - ROADS AND RELATED Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Proposed Curb Ramp Existing Metal Guardrail Proposed Guardrail Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal I�EGETATION.• Single Tree Single Shrub Hedge CSX TRANSPORTATION 0 �1/LEPOST 35 0 SWITCH � � � � FEATURES.• ♦ � 0 W . W i� 0 � W in� l�► '`�' �.� — �c�, T �A, E -E- TDE PDE DUE PUE TUE AUE 0 C F CR ti ��i � � � � , 0 N � � � �-, Orchard V i n eya rd 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: � � � � Vineyard CONC � coNc ww C CONC HW �--------� � CB OO s i b � � O � � � P - P Existing Telephone Pole -� Proposed Telephone Pole -O- Telephone Manhole O Telephone Booth ❑� Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - - Recorded U/G Fiber Optics Cable T FO Designated U/G Fiber Optics Cable (S.U.E.*� ----T Fa- -- �� ,�� ,�� ,�� N�°� ��c �� N��°r��c��r��rr WATE R: 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 water TV: TV Satellite Dish C� TV Pedestal �❑ TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - Recorded U/G Fiber Optic Cable TV FO Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- - GAS : Gas Va lve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) 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 � -G- - — — —G— A/G Gas � O ss A/G Sanitary SeWer FSS — — — —FSS— • a 0 ❑s ?UTL 0 UST 0 � m AATU R E.O.I. c � � � � I � L � � � a� Q 0 Z � a� Z � � � a� a> � � c 0 � � e� 0 i � � 0 � � 0 0 � � � 0 � a� � � � � � a� Q 0 Z � a� Z I N O � � O � � � � 0 0 � i � Q � � LIST OF ROADWAY STANDARD DRAWINGS THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD NO. DESCRIPTION 200.02 METHOD OF CLEARING - METHOD II 225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL 300.01 METHOD OF PIPE INSTALLATION 838.01 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS - 15" THRU 48" PIPE 90 SKEW 840.31 CONCRETE JUNCTION BOX - 12" THRU 66" PIPE 840.54 MANHOLE FRAME AND COVER 846.01 CONCRETE CURB, GUTTER AND CURB & GUTTER 848.05 CURB RAMP (PROPOSED CURB) 852.01 CONCRETE ISLANDS 876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS 1101.01 WORK ZONE ADVANCE WARNING SIGNS 1101.02 TEMPORARY LANE CLOSURES 1101.04 TEMPORARY SHOULDER CLOSURES 1101.11 TRAFFIC CONTROL DESIGN TABLES 1110.01 STATIONARY WORK ZONE SIGNS 1110.02 PORTABLE WORK ZONE SIGNS 1130.01 DRUM 1135.01 CONES 1145.01 BARRICADES - TYPE III 1150.01 FLAGGING DEVICES 1180.01 SKINNY DRUM 1515.02 FIRE HYDRANT 1605.01 TEMPORARY SILT FENCE 1606.01 SPECIAL SEDIMENT CONTROL FENCE 1607.01 GRAVEL CONSTRUCTION ENTRANCE 1630.06 SPECIAL STILLING BASIN 1633.01 TEMPORARY ROCK SILT CHECK TYPE 'A' SITE NOTES ALL DIMENSIONS ARE TO RADII, EDGE OF PAVEMENT, TO CENTERLINE, CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED. PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM WHEN WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS. CONTRACTOR TO GRADE FILL SLOPES AROUND EXISTING MANHOLES TO AVOID PONDING. ALL RC PIPES SHALL BE CLASS III OR CLASS IV AS SHOWN ON PLANS. UTILITY NOTES CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE 1-800-632-4949) AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL." THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY. ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET SO THAT TOPS/RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED. LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON THESE PLANS ARE FROM CITY AND UTILITY COMPANY RECORDS ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND SEWER UTILITIES. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe NThis document, together with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, \ shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 GENERALNOTES 2012 SPECIFICATIONS STATEMENT OF CONSTRUCTION THE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A 10' WIDE MULTI-USE PATH, BRIDGE AND BOARDWALKS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS, DATED 2012. GRADE LINE: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUPERELEVATION: THE MULTI-USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. SIDE ROADS: THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE: CITY OF GOLDSBORO TIME WARNER CABLE AT&T DUKEENERGY ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS. CURB RAMPS CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. CONSTRUCT ALL CURB RAMPS IN ACCORDANCE WITH NCDOT STD 848.05 AND 848.06. CONTRACTOR TO ADAPT STANDARD DETAIL TO CONSTRUCT 8' MIN. DROP CURB AT INTERSECTION WITH TRANSITION TO 10' WIDTH OF MULTI-USE PATH. SAFETY: PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE. EROSION CONTROL: THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVISES MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES. TRAFFIC CONTROL: TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS SHALL CONFORM TO NCDOT 2012 STANDARD DRAWINGS FOR TRAFFIC CONTROL. EXISTING SURVEYS: SURVEYS HAVE BEEN PROVIDED BY CITY OF GOLDSBORO. DEMOLITION NOTES THE CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO STARTING WORK. THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL FROM THE CITY AND/OR NCDOT. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS. ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S). CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION THAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH WITH NEW GRADE. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN. ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO MULCH, AND STOCKPILED FOR FUTURE USE. TREE PROTECTION MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER APPLICABLE PERMITS AND THE BID DOCUMENTS. ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD THERMOPLASTIC AND/OR PAINT PAVEMENT MARKINGS. ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION LIMITS SHOWN. PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 - RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 LIST OF ROADWAY STANDARD DRAWINGS AND GENERAL NOTES DEMOLITION NOTES (CONTINUED REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. CITY SHALL APPROVE ALL SAWCUT LIMITS PRIOR TO REMOVAL TO ENSURE THAT CITY STANDARDS ARE MET. CONTRACTOR SHALL RESTORE THE LAY-DOWN AND STAGING AREA TO ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS. ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND DRAWINGS. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED. SHEET NOTES EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD SURVEY PERFORMED BY THE CITY AND THE BEST AVAILABLE RECORD DRAWINGS. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND APPROVED BY THE CITY . THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL REMAIN IN PLACE DURING CONSTRUCTION. TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD. DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORD KEEPING. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM OF 3 FEET FROM EDGE OF TRAIL OR AS DIRECTED BY THE ENGINEER. I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�1-II�Tr�R�Y �➢.f1�T IDO NmT USF. FOR C4DNSTRUCTION NoT To S��E PROJECTo NEW HOPE ROAD MULTI-USE PATH JOE3 NUMf3�R: 0 I 1746024 (EB-5508) s-.E-T NuMaER: CD- I C� C2 C3 Q� E/ J/ J2 J3 1 �1 � � PAV EMENT SCHEDULE PROP. APPRON.1.5a ASPHALT COIyCRETE SURFACE COURSE, TYPE SF9.5A. AT AN AVERAGE RATE OF l65 LBS. PER SQ. YD. PROP. APPROX. 2.0" ASPHALT CONCRETE SURFACE COURSE. TYPE SF9.5A. AT AN QVERAGE RATE OF 220 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5B. AT AN AVERAGE RATE OF l68 LBS. PER SC1. YD. lly EACH OF 2 LAYERS PROP. APPRON.4" ASPHALT CONCRETE INTERti/EDIATE COURSE. TYPE ll9.OB. AT Aly AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX.4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB. AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED 6" AGGREGATE BASE COURSE PROPOSED 8"AGGREGATE BASE COURSE PROPOSED AGGREGATE BASE COURSE fSHOULDERI PROPOSED 2' CONCRETE CURB AIyD GUTTER PROPOSED C0�lPACTED EARTH MArER�A� EXlS7—lNG � GROUIVD — NOTES: 1. SEE PLANS FOR SPECIFIC MULTI-USE PATH LOCATIONS. 2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION TRANSITIONS. (2% MAX SUPERELEVATION) 4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. OFTEN REQUIRES CONTINUING 0.02 FT/FT SHOULDER SLOPE UNTIL TIE-IN WITH o, NATURAL GROUND (SEE CROSS SECTIONS). a 5. VARIES TO 5' WIDTH IN SELECT LOCATIONS (SEE CROSS SECTIONS). � � � � � � a O PAVEMENT MARKING AND SIGNING DETAILS 0 z � � PAVEMENT MARKING LINES & SYMBOLS LEGEND � � P2 - WHITE STOP BAR (24") c�i� P9 - 3FT.-9FT./SP YELLOW MINISKIP (4") o PH - YELLOW SINGLE CENTER LINE (4") � T2 - THERMOPLASTIC WHITE STOP BAR (24" WHITE, 120 MIL) o TE - THERMOPLASTIC WHITE SOLID LANE LINE (4", 120 MIL) � TQ - THERMOPLASTIC WHITE CROSSWALK LINE (8" WHITE, 120 MIL) � UB - THERMOPLASTIC RIGHT TURN ARROW (90 MIL) � UD - THERMOPLASTIC COMBO. LEFT/STRAIGHT ARROW (90 MIL) o UI - THERMOPLACTIC ALPHANUMERIC CHAR. (120 MIL) � UM - THERMOPLASTIC 12" YIELD LINE TRIANGLE (90 MIL) � � 0 � SIGNING AND PAVEMENT MARKING NOTES: � � `� 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND/OR PAINT. g 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS. Q 3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT z WITH PROPOSED. � 4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED. z 5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF i GOLDSBORO TO USE AT THEIR DISCRETION. N 6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE � DIRECTED BY CITY. � � ; o PAY ITEM NOTES (SIGNING): � oA. REMOVE AND DISPOSE OF EXISTING "U" CHANNEL POST. � B. ERECT EXISTING SIGN ON STEEL "U" CHANNEL POST. , QC. REMOVE AND STOCKPILE EXISTING SIGN(S). � � � � o �? '� �vv � � � VOTE 4 � EXISTING % GROUND 0 � y�� SE� � �o� U ST A l0 �62084 T 0 ST A 28 f93o95 �BEGIIV BOARDW ALK) —�l �— ST A 30 +26098 (E�ID BOARDW ALK) T 0 ST A 35 �53o1T ��L2— STA 40f43o98 TO STA 57f44o6i PAVEMENT MARKINGS DETAIL KIMLEY—HORN AND ASSOCIATES, INC. � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe NThis document, together with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, \ shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 SIGN P�ACEMENT D�TAIL � 6� MAX , � 5� X 'ULT l —USE PAT H � EXIST lNG GROUND PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 OO CURB TRANSITION DETAIL _FXIST llV G GROUN� _ � � � � � �� , � �IUCW�-ILK � TYPICAI SECTlO�I L2 5�� A�i f44o �� 0 5��2o9b � ,,, �, , ��„ � A, �, � EXI� ��ING CUf i L3 & GUT l�ER �UT EXIST HALT PAVEMEIVT GRADE TO T HlS UNE � TYPICAL SECTlOIV J —Ll — ST A l0 -�-5/049 T 0 ST A l0 �� 90032 T RANSIT lON T OP OF CURB T 0 GUT T ER ELEV AT lON CURB & T T lE T 0 SIDE ASPHALT 9 OR EXISTING GR( 7" �� 6� � FOR TIES TO SIDEWALK9 TRANSITION GUTTER PAN UP T 0 T OP OF CURB ELEV AT lON KIM�EY—HORN AND ASSOCIATES, INC. TYPICAL SECTIONS I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�1-II�Tr�R�Y �➢.f1�T IDO NmT USF. FOR C4DNSTRUCTION NoT To S��E 4O HEAVY DUTY ASPHALT DETAIL — ��? - � �� ) �� ;,��iDE � PC�NT � _ 02 KIMLEY—HORN AND ASSOCIATES, INC. PROJECTo NEW HOPE JOE3 NUMf3�R: 0 I 1746024 ROAD MULTI-USE PATH (EB-5508) s-.E-T NuMaER: CD-7 C � � Q -� I � L I � � � Q O Z � N � � N � � C � � i e� O L � i O � � � O � � � � � N � � � � � a� Q 0 Z � a� Z � N O � � � O � � � � 0 0 � i � Q � � � O N \ � \ � C � � Q -� I � L I � � � Q O Z � N � � N � � C � � i e� O L � i O � � � O � � � � � N � � � � � a� Q 0 Z � a� Z � N O � � � O � � � � 0 0 � i � Q � � � O N \ � \ � C � � Q � � � L i � a� � Z � Z � � a°'> � � � 0 � � e� 0 i � 0 � � 0 0 � � 0 � � � � � � Q 0 Z � z I N O � � O � � � � O O � � Q � � TRA FFI C C 01�TR OL GEI�ERAL 1�10 TES ADAPT THE CONSTRUCTION PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLANS, OR DIRECTED BY THE ENGINEER. TIME RESTRICTIONS A) DO NOT CLOSE OR NARROW TRAVEL LANES ON ANY OF THE ROADWAYS WITHIN THE PROJECT LIMITS FROM MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND FROM 4 PM TO 7 PM B) DO NOT STOP TRAFFIC WITHIN THE PROJECT LIMITS FROM MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND FROM 4 PM TO 7 PM C) DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES WITHIN THE PROJECT LIMITS. LANE AND SHOULDER CLOSURE REQUIREMENTS D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER. E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 40 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING N0. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. G) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON A TWO-LANE, TWO-WAY ROAD. PAVEMENT EDGE DROP OFF REQUIREMENTS H) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL �ANE THAT HAS A DROP-OFF AS FOLLOWS: BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER. SIGNING I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 100 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER. TRAFFIC CONTROL DEVICES J) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE CLOSURES ARE NOT IN EFFECT. PAVEMENT MARKINGS AND MARKERS K) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE OF THE MULTI-USE PATH AND ROADWAYS AS SHOWN IN THE PLANS. L) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS. M) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. N) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S OPERATION. PEDESTRIAN AND BICYCLIST SAFETY 0) PEDESTRIAN AND BICYCLIST SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE. P) WHEN CONSTRUCTING NEW SIDEWALK OR MULTI-USE PATH, CLOSE EXISTING WALK WITH TYPE II BARRICADES, MOUNT "SIDEWALK CLOSED" SIGNS ON EACH BARRICADE. PLACE A BARRICADE AT ALL APPROACHES TO THE CURRENT WORK AREA. MISCELLANEOUS Q) STOCKPILE EXISTING SIGNS FOR USE WHEN NEEDED IN TEMPORARY LOCATIONS DURING CONSTRUCTION. R) INSTALL TYPE III BARRICADE WITH "TRAIL CLOSED" SIGN (R11-2, 48" X 30") AT BOTH ENDS OF THE PROJECT. S) ALL ITEMS DESCRIBED ABOVE AND IN THE TRAFFIC CONTROL DETAILS ARE CONSIDERED INCIDENTAL TO THE "TEMPORARY TRAFFIC CONTROL" PAY ITEM. � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe NThis document, together with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, \ shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 TWO-WAY UNDIVIDED ** (L-LINES) HIGHWAY WORK ZONE Q z Z O OAD RECOMMENDED ~ H � WORK MINIMUM � Q Q END SIGN SPACING � � � HEA W2p_� ROAD WORK Gzo-za oC = U 48"x24" 48"X48" POSTED SPEED LIMIT U O � ' (M.P.H.) � � �""� Z 2 Cn = � � s eo eoo� � a = � > 55 ,000� o a� ° � F F z � z w CONSTRUCTION LIMITS I � � O J O O � � OAD WORK END w • ~' wzo-1 HEAD ROAD WORK G20-2a � ~ � H 48°X48„ 48'X24" � W � � � ROADWAYS INTERSECTING ALONG 2 WAY UNDIVIDED WORK ZONE (Y-LINES) -Y- LINES MAIN ROADWAY WORK ZONE ROAD � WORK z ENO HEA ROAD WORK M � G20-2a CONSTRUCTION W20-1 L.L 48"X24° LIMITS 48"X48" O Q H � W VJ i � -Y- LINE Q C3 H C!3 � F z>z H H H CONSTRUCTION END G20-2a � � L OAD LIMITS ROAD WORK 48��X24�� Q Z� WORK � � � yy20_� HEAD 48"x48" � � W GENERAL NOTES H � Z Q � � - USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS. � O N - DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK. LLJ �� - SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, � THIS SIGNING APPLICATION IS OPTIONAL; MAY USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING APPLICATION � IS USED, SIGNS MAY BE PORTABLE MouNTEO. L EG E N D O - ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. � - USE 3LB STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION � STAT IO NAR Y SI GN SECTION 1094-1(B), MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE « DIR E CT IO N 0 F T RAFFI C FLOW 3 LB STEEL U-CHANNEL POST ARE ALSO ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD POSTS, 3L6 STEEL U-CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION ,,,o. S H E E T 1 O F 1 - WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1110.01. REMOVE ENTIRE POST WHEN REMOVING SIGNS WITH SPLICED POSTS. APPROVED: DATE: �� a F N�� - DO NOT BACK BRACE SIGN SUPPORTS. ,\ti o NaRTy y 9 S F �q �!y °„° � '" DETAIL DRAWING FOR TWO-WAY -** TWO-WAY UNDIVIDED ADVANCE WARNING SIGN CONFIGURATION MAY BE USED ON URBAN MULTI-LANE FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED � �° UNDIVIDED AND URBAN FREEWAYS SIGNS AS DETERMINED BY THE ENGINEER. o 4 9 SEAL o�9yry Qo�o ° WORK ZONE WARNING SIGNS ZONT oF TRA"s G E TRAFF�c v v "' �� ' z ��oo r O � � � HZ�=D =�Zym =�O� z,�� 0 nDyD �� O ' z ;, N r z � m m r" 3 � � r N 0 F-I Da= � � � � � Z p � D y Z v � m v 1 � D � r � D � z m C � �m�O :n � m v iHEET 1 OF 15 1101.02 4 48" z o� H� ¢a ��v L.L J � �--� Z oO�x °C z QU�O�H cAH�OJ o°cia z H� 1 u �� 0° INSET FOR 2 LANE ROADWAYS o WITH 2-WAY "fURN LANE w ALL OTHER DEVICES ARE "fHE SAME AS ABOVE � N O J � � � � V MER LWE CENfER L1NE = W c�oseo �,� . I WpqK AHEA ♦ �,� c�os� (� N Z _5 — I — ae° .♦ TYYO-WAY TRAFFIC TAPER BUFFEF 50'-100' SPACE GENERAL NOTES FOR FLAGGER OPERATIONS 1- REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING. 2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. 3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. 4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. 5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE FLAGGER (REFER TO STD. 1101.11 SHEET 2). 6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. 7- DRUMS OR SKINNY-DRUMS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD DRAWING 1180.01 FOR SKINNY-DRUM REQUIREMENTS. S- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZEb INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE OF LAW ENFORCEMENT. 9- REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIHEMENTS, AND PROCEDURES. 10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHEHWISE SHOWN IN THE TMP OR AS DIRECTED BY THE ENGINEER. TRAFFIC CONTROL NOTES AND DETAILS wzo-s Z Q . 48" X 48" �"� O J � � DOWN Q T 3,�� W Q BUFFEH TAPER Q SPACE 100' � � Q GENERAL NOTES FOR PILOT CAR OPERATIONS Z J� 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER. Q� 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP) CONES MAY NOT BE REQUIRED � a a THENWORKRAREAEI� USINGTATPILOTSCARTION OF THE ENGT�JEER, CONES MAY BE OMITTED ALONG _ � � 3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. H O N 4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF J� THE PILOT VEHICLE. � � � 5- DO NOT INSTALL MORE THAN ONE (1) MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING Z W w OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE. W� Z Q 6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF J SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS. i N I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�1-II�Tr�R�Y �➢.f1�T IDO NmT USF. FOR C4DNSTRUCTION N�T T� S�„ALE LEGEND � FLAGGER � CONE IQ PORTABLE SIGN � DIRECTION OF TRAFFIC FLOW PROJECTo SHEET 1 OF 15 1101.0� NEW HOPE ROAD MULTI-USE PATH JOE3 NUMf3�R: 0 I 1746024 (EB-5508) s-.E-T NuMaER: CD-5 -Ll- POT Sto.10+00.00 c � � 0 � Q � L i � � a� Q 0 I � a� Z i � � a� � 136 � 0 � .� 0 0 132 � � 0 0 � � � � 128 � � � � j � 0 124 z � � z � 120 N O � � � O � 116 � 0 0 � � J Q � 112 � \ BEGIN PROJECT EB -5508 -Ll- STA.10+04.58 BEGIN CONST RUCT lON �D / D TEC�ABLE� yy,a�N NcT�Q�SH M SEE DETAI'4 lD/CD-4 REPLACE MONOLITHIC l L/WD ON LEFT TO 6'CURB TO �AIIyTAIN EXIST LANDSCAPED ISLAND ENSUR POSIT l►/E ORAII yAGE lN RA�P AREA PROP /2 LF 6' X l2' CURB T/E TO EXIST CURB � REraN Exisr � FIRE HYDR,41�T X O � POLE NAl y0 GUY y��ES �g UD N .l� \ \ / TQ "' � � � �w, RE�0�� CO FLICTING PA�EMEIyT �ARKINGS RE�IOVE EXISTING ISLAIyD AND BOLLARDS REPLACE y�ITH PROP 9 SY �10N0 / L�41�0 �SURFACE �UNTEDI -Ll- STA 10+33 RT R4-7C 18" X 30" �� O WILLIAM CRUSE BILLY REX GURLEY ROGER B. WADE TRUSTEES OF CLINGMAN STREET CHURCH OF GOD D.B. 1616, PG. 494 P.C. "G" PG. 210 -Ll- PRC Sto. ll+15.72 P/ Sto /0+89.38 0= 30° 57' 47.7" �LT I D = 57' l7' 44.8" L = 54.04' T = 27.70' R = 100.00' -L/ - P/ Sto 11+30.67 �_ l6' 59' 58.0' �RT I D = 5%l7'44.8" L = 29.67' T = 14.94' R = �oo.oa P/ Sto /4+07.84 0= 32° 24' 43.6� fLTI D = 6° 20' 42.2" L = 5/0.83' T = 262.45' R = 903A0' O � TE�IPORARY coNsrRUCr�oN EASE�IENT fTYI l0' ►�IDE ASPHALT P 9 SEE DET AlL �WULTI-USE PATH y�ITH ��-2 � � ,w / - , � � Z � Z � � � � \ i � . � o� � � �` � P 9 SEE DET AlL 2' GRA�EL SHOULDERS �� ; � l/CD-2 , � � � � � � / cs � � + I� ._-_ ,,, � N '�Z � � -Ll- STA 10 + 68 LT � � � -Ll- PRC Sto. 11+45.39 F . — � � � � ,,� f � -1 � � � � 18" X 18„ � � � � � � C� � � � Q _ _ — � C� _ � � � / � � �� F — — — ' / � �. 6 \ 20'R � � F _ _ _ — — _ — — — — — — _ _ — _ _ — — F — — — — — — — — — — — — — — _ _ — — — ' — � — � --� P2 N �. _L�_ _ � � � — — _ _ _ ==� C7 — _ _ — � _ _ _ — �� - �- _ — — — — — — — — — — — — — — — — — — --- � � N — — — C -7'R � ��F� � � _ -Ll- STA 10 + 98 RT _ -� — SEE DE AlL 3/CD-2 FOR R10-15R --- _--- 30" X 30' — PROP ASPHALT PATCH — �' S9.5B,4' ll9AB.AND 4' B25.OB COIyST RUCT MULT l-USE PAT H CURB RA�P PER DET A/L /A/CD -4 O � � � W '� 2 � �. CURB TR,4l�15/T101y PROP 53 LF OF 2' C&G "C .� � p�SEE DETAIL Z � ° � l/CD-2 = � D � �FZ 1U1�� j � n� Z -Ll- STA 10 + 68 RT y O O W5-3 � 24" X 24" — BEGII y GRADE -Ll- STA 10+62.84 - EXIST STREET SIGIyS SEE ly0TE5 A&B/CD-2 RESET lN EXISTIIyG LOCAT l0/y / RE�OVE EXIST 'ENTRANCE" SlGly — � �-� ,-- - ' , / __ � � _ � � � —� _ __ _ � s� - � �- i � � = -- — `. . -_ - � ---- �— ss ss �-_�-� °-5 - �_ E — � � �� — E _�� 11 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 I%�l PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 13 MULTI-USE PATH AND DRAINAGE PLAN I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�VII�Tr�R�Y �➢.f1�T IDO NmT USF. FOR C4DNSTRUCTION 14 HORIZ 10 C 20 VE RT 2 0 4 15 136 132 128 124 120 116 112 PROJECTo NEW HOPE ROAD MULTI-USE PATH JOE3 NUMf3�R: 0 I 1746024 (EB-5508) s-.E-T NuMaER: C- I CLASS 'B' R/P RAP -� OUTLET PROTECTIO) 1 EST l0 TONS C� EST 23 SY GEO W E F .� � - - - - - � � o� � W � � — — N � � 24 LF - 30' RCP-lll lly►/ OUT = 117.7 TlE PROP JB y�/ �lH TO EXIST 30' RCP Ncoor sra. a4o.�� allo s4o.�a TOP = 1229 ll y►/ lI y ll y) _ 117.84 lly►/ lly f y��l = ll9J �NV �N �E1= ��s.e ll y►/ OUT f SJ = 117.84 `E � F � � � - - - - - - - - - - - TE�PORARY E�E�IENT I�TYPI CLEAI� OUT EXl TING DITCH APPROXI�ATELY 45 LF TO ACHIEVE POSITI►/E ORAINAGE �ENDy�ALL IyCDOT STD.838A1 � � > — — — — — — — — _ � F C � - - _ _ RETAIIy EXIST � F POy�ER POLE � GRADE TO ORAIN l2 LF - l5' CSP � l2 LF - I�/ ELBUyyS � llyV = 120.7 � l8' CSP y�/ � � ELBOy�S �� FILL lly EXISTIIyG HOLE = N�l►i = 120.2 BET y�EEN PATH SHOULDER Al yD ROADy�AY SHOULDER v � FRO�I STA 15+50 TO 15+78 -Ll- fRTJ � a fSEE CROSS SECT101yS1 � � _� - �- \� _ � -- --� REraN ExisriNc srsrE�l � � � � � N 0 � a � � L � � � � a 0 z � � z � � � � � 132 � 0 � .� � 0 128 � � 0 0 � � � � 124 � � � � j � O ��O Z � N Z � 116 N O � � � O o ��2 � � 0 0 � � J Q � 108 -Ll- PT Sto.16+56.22 PROPOSED HEA►/Y DUTY ASPHALT -Ll- STA /6+37J7 TO 16+77J7 2' SF9.5A.8' ABC.SEE DETAIL 4/CD-2 SEE DETAIL l/CD-2 O WILLIAM CRUSE BILLY REX GURLEY ROGER B. WADE TRUSTEES OF CLINGMAN STREET CHURCH OF GOD D.B. 1616, PG. 494 P.C. "G" PG. 210 l0' y�IDE ASPHALT �IULTI-USE PATH y�ITH 2'GRAVEL SHOULDERS -Ll- PRC Sto.18+9/.42 -Ll- PC Sto.18+69.09 -L/ - --F N60'33'05.0'y� --� ------------- F F C - G- RETAIN EXIST AT&T �IARKER RETAIIy EXIST Ty�C BOX RETAIIy EXIST FIRE HYDRAII/T Al1/D y�ATER VALVES - RETAII y EXIST SS �lAl yHOLE. REMOVE EXISTIIyG ECCEIyTRIC CONE SECTIOIy AIyD REPLACE y�ITH A FLAT TOP LlD AIyD y{�ATERTIGHT �1,41�IHOLE FRA�IE AIyD COVER FLUSH y�ITH PROPOSED GRADE. �1�4�/HOLE FRAti/E SHALL BE CAST INTO A FLAT TOP SECTIOIy. R1�1 ELEV = 122A8' � � I �� I w � Q I _ � w � z � � � I �� , �:�� W�. (SR 1003 ---C— -L/ - RETAIN �,,,,,, POy�ER POLE -Ll- PRC Sto. l9+13.75 -Ll- PT Sto.19+36.07 �T U� - - - - 1- - - - -� _ I P/ Sto /4+07.84 P/ Sto /8+80.26 P/ Sto /9+02�63 P/ Sto /9�24.92 0=�2° 24' 43.6" fLTJ Q= 6' 23' 48.�' ILTI 0= l2'47' 36.6" IRTI p= 6" 23' 48.�' �LTI D= 6° 20' 42.2" D= 28° 38' 52.4" D= 5% l7' 44,8" D= 28° 38' 52.4" L= 5/0.83' L= 22.33' L= 22.33' L= 22.33' T= 262.45' T= ll.l8' T= 11.2/' T= ll.l8' R= 903.00' R= 200.00' R= 100.00' R= 200.00' SEE DETAIL l/CD-2 O rt N Z�\ O� �t� RETAIN EXIST �1�HOLEy SEy�ER _� 0P=122 ` -L/- C , ,;_ �� ,- -F -----c _N60'3305.0"IH ------ � — — — — — — �.�. ��,�� -- ------w------- RELOCATE AT&T MARKER fBY OTHERSI C � n Z r � � I r � I � � N O � -. � � _ � y n � W 16 � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe Q This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 17 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 � MULTI-USE PATH AND DRAINAGE PLAN �•� I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�VII�Tr�R�Y �➢.f1�T IDO NmT USF. FOR C4DNSTRUCTION 20 132 128 124 ��O 116 112 HORIZ PRO�ECTo �� '� NEW HOPE ROAD MULTI-USE PATH vERT (EB-5508) 2 C 4 JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: C-2 �� N I V � � �� / � � � � � _ � � - - - � _ � oh a � l N � - - - - - - - - - -� � C I � J 28 LF - l8' RCP -lll lV lNV = 109.8 _ v V � � - PROP METAL H,41�1DRAlL SEE DETA/L 6/CD-3 -Ll- STA 2/t33 TO 2/+73 fLTI _ � � %� � \ `- BZ , \ � \ � � � -� � _ � F ElyDyyALL NCDOT STD.838A1 36 LF - 36" RCP-lll l�l►i = 106.0 PROP JB y�/ �H NCDOT ST0.840.3/ AIyD 84054 TOP = 115.0 llw lly �E1= 109.0 N�►i lly fSJ = 105.3 ll�l►/ OUT f y�1= 105.3 24 LF - 36' RCP-lll TlE PROP JB y�/ �lH e2 z TO EXIST 36' RCP A/CDOT STD. 840.3/ ,41�10 840.54 TOP = 114.7 �Nv �N rN� _ �o4.�s �Nv our rN� _ �04 5s _� � � - - e2 �Z�- - C - - - - - P9 SEE DETAIL l/CD-2 0 WILLIAM CRUSE BILLY REX GURLEY ROGER B. WADE TRUSTEES OF CLINGMAN STREET CHURCH OF GOD D.B. 1616, PG. 494 P.C. "G' PG. 210 RETAIIy EXIST SS ti/ANHOLE.RE�IOVE EXISTIIyG ECCENTRIC CONE SECTION AI�D REPLACE y�ITH A FLAT TOP L/D AI�D �ATERTIGHT �1,411/HOLE FRA�IE GRADE.�AI yHOLE FR�IE SHALL BE � CAST llyTO A FLAT TOP SECTIOIy. RlM ELEV = 112.75' - - - - - - - - - - - - - - - E -Ll - PT Sto. 23+89.37 �e � � ---- t _ ,_ _ - -- - - - - - - - - -�_ �--_ - - � -_ � � C C F i � /' F / --- TlE PROPOSED DITCH INTO EXISTIIyG - --- �� F/RE �DR,41�1T RETAIN Ty�C BOX z - l0' ►�IDE ASPHALT �ULTI-USE PATH y�ITH 2' �RA►/EL SHOULDERS E- E______-- P9 SEE DETAIL l/CD-2 °o rt N � raE PROrECr�oN CLASS 'B' R/P RAP EST 90 TONS EST 200 SY GEO DETA/L 2/SHEET CD-3 ti� �� W TEMPORARY REraN Ex�sr ss MANHocE.REiI�10VE COIyST RUCT lON EXIST lNG ECCENT RlC CONE SECT lON EASE�ENT (TYPI AIyD REPLACE y�ITH A FLAT TOP LlD RE�OVE EXIST AI�ID y�ATERTIGHT �IA1�1HOLE FRA�iE � TREE AND C R FLUSH y�ITH PROPOSED � GRADE.�ANHOLE FRAtiIE SHALL BE _ CAST INTO A FLAT TOP SECTIOIy. R1�1 ELEV = /05.36' r- E E z E rn _ _ _ _ _ _ � co - - - - - - - - - - � �F pb \ �cp I _ � � � _ � O a .�,� . � � I � _ - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - � � � � F ---_ F C _ - - - - - - - - -T FO- - _ - - - - - _ _ � - ,�'^TER -- ------V+-------- ------�+------ � - R �OVE EXIST �TAL BOLLARD ��/ H( (SR lUt� SPECIAL LATERAL 'V' D/TCH � ---_ __ DETA/L l/SHEET CD-3 -_ � - -- -- -- -- --- -_ RE -E TABLISH 6 LF ROADy�AY SHOULDER -- -- --- --_ _ -Ll - PC Sto. 25 +75.� FRO�STA 2/t40 TO 22+19 -Ll- (RTl - --- fSEE CROSS SECTlONS1 - - _ _ _ c � � 0 � � a � L � � � � a 0 z � � ? i� � '-- - - r Pl = 2/ +54.00 - - -- � 12 0 - - - EL = 115.25' _ _ I � VC = 60' o �- .�I - - K = 46 - . -� � --- � �o --_ - - - -- � - , �-�2.3672y �� 0 116 � � � - - � o � � �u � i �_'- PROPOSED GRADE �° - � f -J1.0662"/. - - - - -r- � • - - - - �-J/„63"/. � ��2 _ -�- - - � --------------------------- � _ ' '- � � �=, � , � � °� BEG/ SPEC/AL � - __ �___I_ � D/TCH GR E RT � � � a 108 i -Ll- STA 2/+40 � �____ o _ - � ELEV = 113J9 � ° , � � _ � i ., ` � N �J z i i i PROP 36 RCP ; i Q N ST A 2/ +6/.40 � 104 ; �i ELEV = 105.42' - ; �i c�n " N I I I I I �� ° � i EXIST lNG � i ;� � -- �ROUNa � W 0 � 100 � � � �- � � o � � � � � � i i i J I I I I I Q � 96 � ��1 �r�►� � , REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 Pl Sto 22 �47.63 0= 4' 03' 43.5' fLT J D = r 25� 56.6° L = 283.59' T = l4/.85' R = 4,000.oa -L/ - Pl Sto 25 +89.47 Pl Sto 26+19�60 �= 25° 54� 03.8° IRTI p= 3r i�� 00.5° r�r� D= 95° 29' 34.� D= 95" 29' 34.� L = 27.12' L = 32.76' T = 13.80' T = 16.80' R = 60.00' R = 60.00' - - - - - EXISTING - - --- - - - - GROUND - . _ _ _ _ _ � _ __ _ Pl = 24+26.00 - - - -- - _ _. _- -- __ _ _ _ _ ----- - - _ __._ _ _ _ EL = 112.35' - --__ - - -- ---- _ � _ , ��.�. _�.c�,-.�._.� ��. - - - i - - K = 20 �- - ` - - - - - - - - - - - - - - - - - _ _ _ - - - __ ^� � r � � - � � , , � -J1.0662'/. 23 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 - RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 24 - - F,I � � � ___ _ _ __ _ _ _ __ _____ � _ _ _ - - ., � � - _ -- - , _ _ -- (-� �--- � •4457� `----__ � _ _ � � � �' �_- - --�----- � � � �i�� r��57% MULTI-USE PATH AND DRAINAGE PLAN � '�ii iiiiiiiiiiiiiiiiiii:ii�:�ii::ii::ii ,� . � � � . • �•�I • � �� ►� • , ___ • . . -. � � � � ' i . I :I . �� Pl = 26 �00.00 EL = 105.38' VC = 80' K = 3/ BEG/ SPEC/AL D/TCH GR E RT -Ll- STA 26+00 ELEV = 103.64 120 116 ��2 1' . � � -��•4644'/. �� 104 ----� ��-10.26%-- �-� ------- _ _ - - - -Ll- STA 26+50 ELEV = 103.5/ 10 0 � _ I I 26 HORIZ PRO�ECTo �� '� NEW HOPE ROAD MULTI-USE PATH I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�VII�Tr�R�Y �➢.f1�T� ( E�- 5 5 0 8) IDO N�OT USF, FOR CdDNSTRUCTION VERT 2 0 4 JOE3 NUMf3�R: S�"E-T NLIM3ER: 011746024 C-3 500 YR FE�IA BEGIN BRIDGE -Ll- STA 29+03.95 FLOODPLAII y l00 YR FEMA FLOODPLAIN FE�IA FLOODy�AY O W I LL IAM C RUSE ` � � �� ` � � BEGIN l0' �IDE BOA140WALK BILLY REX GURLEY � � � � � � � � � � � � � � -Ll- STA 28+9395 ROGER B. WADE - SEE STRUCTURE PLAI�S TRUSTEES OF CLINGMAN �c � � � �c �c �c � � � �c �c �c �c �c � STREET CHURCH OF GOD ° D.B. 1616, PG. 494 � � � � � 1 �C �C �C 1 �C � � � �C �C �c �c :1 PROP HlIyGED BOLLARD P.c. �� PG. 210 • y je��.- _____ SEE DETAIL 5/CD-3 �c � � � �c �c ,� �c �c � � � a; � � � � � � � � � � � � CLASS ll R/P RAP TO EV. �0/J fSTRUCTURES PAY ITE� � � � �` � �` �` �` �` �``• �` �` �J� RETA/ EXIST � � � � � � � � � � � �* � SANIT�Y SEy�ER �/�/ILLIAM CRUSE P9 SEE DETAIL � � � �� MQNHOLE BILLY REX GURLEY ��C�_2 ` 1 ROGER B. WADE -Ll- PT Sto. 27+49.J�' 8 O/ TRUSTEES OF CLINGM N � � � � �1 STREET CHURCH OF G D � � � � � � �.r� D.B. 1616, PG. 494 N P.C. "G" PG. 210 m ,'\ � � �C '% �C 'JC �C �C �C '% `JC �C � � �C �C � � '` ��, I V �/�O� LV � Or32 IY � � � � � � � � � � � � � � . : � � � � � � � _ _ _� -Ll- PRC Sto. 28+62.17 ^r � �-r�� T�.i n{�Ir� r �� i� �-� � �� r,�� E1 j�f 'r _ � � ,�.F ,,, .a, ,,,, W ;V r `� � � � Jc �c � �c Ja� � � �c � W� roE pROrECr�oN � � � � � � � � � �j � � � � . Z CLASS 'B' R/P RAP �G F � � EST 90 TOIyS ; � � � � � � � � ��S � �� F �1 DETAI �2/SHEE� CD-3 � � � � �, � � v, �. -r�� : E _ � _ �- F- F �O � N � o'� � > I � > > JF _' _ _ - - - - - - - - - - - - - - - - - F = SPECIAL LATERAL 'V' DITCH J DETAIL l/SHEET CD-3 V � � � � �. � 0 :� � -> > > � , - - - - - - - - - - - - - - - � F ST,41�DAR0 'V' DITCH �, l0' y�IDE ASPHALT DETAIL 3/SHEET CD-3 � m � � W8-10 MULTI-USE PATH �lITH -Ll- STA 28+85 RT 1 8" X 1 8" 2' GRA�EL SHOULDERS W8-1 OP 12" X 9" - PT � .e. � � � � � � � � � � - PROPOSED l0' y�IDE PREFABRICATED STEEL � PEDESTRl,4l�l BRIDGE � SEE STRUCTURES PLAIyS & DETAILS : FE�1A FLOODy�AY � � � ; � �;.�. � - �� -Ll- PC Sto. 29+79.34 [ �� TRUSTEES OF WAYNE � � � � COMMUNITY COLLEGE D.B. 1503, PG. 821 RETAIN EXIST � , � � 1 � O ,4/�lITARY SE{�ER � � �1AI yHOLE Q �� -Ll- STA 30+37 LT 7�� I W 8-10 �'a� � � �8° x �s�� N m W8-1 OP °° � 12" X 9° F � � � � ° y � � � .� �,'VER �� ,. �1' � � -PE- __ PE N m pE � l�l / 3 �fl" l�.`f �l � N m PE PE _- `NPTER ,� RETAIIy EXIST END BR/D6E POy�ER POLE -Ll- STA 29+73.95 RETAIIy EXIST AI�ID GUY y�IRE T y�C BOX RET AlN EXIST � B 0 X C U L V E R POV�ER POLE , AND GUY y�IRE � T � END l0' y�IDE BOARDy�ALK �•� �--------y \ -Ll- STA 30+2698 ------ �� SEE ST RUCT URE PLANS - PROP HINGED BOLLARD SEE DETA/L 5/CD-3 o -Ll- a P/ Sto 26+92.59 P/ Sto 28+46�63 P/ Sto 28f78.44 P/ Sto 30f05�13 P/ Sto 30+87.75 �, p= 3" 37' 45.6" lLT 1 p= 30' 24' 44.8" �LT 1 p= 30' 20' 59.6" lRT I 0= 28' 55' 02.�' �LT I p= 32° l8' 43.5' lRT J � � D= 3' l0' 59.2" D= 95° 29' 34.� D= 95° 29' 34.7" n= 5% l7' 44.8" D= 28" 38' 52.4p � L= 114.02' L= 3/.85' L= 3/.78' L= 50.47' L= 112.79' � � T= 57.03' T= 16.3/' T= 16.27' T= 25.78' T= 57.94' o R= 1,800.00' R= 60.00' R= 60.00' R= 100.00' R= 200.00' z � � z � -� � �_ � 114 -- -r - �; -- - -- -- -- - - - � � , � � !-- o �_ � _ _ i �� _ . _�I _ _ . __ _ _ I � _ , ; _ _ 1- - _ ._ _ i_ __ I ___. _I_ _. � _ _ _ ___ __ _ _ _ o _ . ! _ _ _ _ _i_ _ _ _!- -� - - - - - -- - -- - - i BEGIN BOARDW ALK -Ll - ST A 28 +93.95 � 110 - i _ _ _ _ _._. _{_ _ _ _ _�-! _ _i _ -.�.��:� _ __ _ _ a. �:�� ELEV = 103.02 � i_ I_ I i i o �e.e�� i � _ _ - - - - - o - - � � � _ � _ - PROPOSED Pl = 28+84. � GRADE P� = 28 f39.00 00 o -- - - -r- - - EXISTING - - - -- EL = l0/.88' EL = 102.94' � 1 O6 ^ _ GROUND _ - _ __ __ _ �C __ / 70' KC = l3 a _ - ___ _ - 8 i� � _ ____ N � �-�/•`��'/. : � -----� �____,__ . � � ------------------ - - - - � +12,3556� °� 102 - - ---- ------- _ a - . ' - - -Ji4 ------------------------ �+�0.8 0% _ - _ � . 5% ------------- __ �-1/4�y • � -Ll- STA 26+50 - _ - - - '---=---_--=-_---------- 20 _ _ - ' � -1 - - 0% � ELEV = 103.5/ -- -�---_ �-- - --_ ---- :_ • z- - -"""-------- � ----- I � � 98 -� �-,- -�-�-� � � ��- - � � '� � �-� �_-� -� �-�-_�-�-� � � � �.;-; �-� -�_� �-� � �-,_ '-___ OI I I I I I I I I 0 � � I I I I I I I � �� M � - - N� 0 0 94 � i I � � i � I i I I Qo � � i� � � � � � i � � �� J I I I I I J J Q �W � 90 27 28 29 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 , , , � � � -- - - BEGIN BRIDGE -Ll- STA 29+03.95 ---- ELEV = 103.10 Pl = 29+03.95 P� = 29+79.34 EL = 103J0' EL = 103.33' � � �----- f +J0.3053'/. � � � / v ♦ � � � � � E D SPEC/AL � D/TCH GR E RT - -Ll- STA 29+16 ELEV = 99.00 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 - RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 I(f � END BRIDGE -Ll - ST A 29 +73.95 ELEV = 103.3/ Pl = 29+88.87 EL = 103.33' �-- - i � -- � �i � / . 30 D z � r� � I� 500 YR FE�IA FLOODPLAIN - TOE PROTECTlOIy CLASS 'B' R/P RAP EST l0 TOI y5 EST 20 SY GEO DETAIL 2/SHEET CD-3 l00 YR FE�IA FLOODPLAII y /�E __----E � � ��. .� x P9 ) SEE DETA/L -� l/CD-2 O TRUSTEES OF WAYNE COMMUNITY COLLEGE D.B. 1503, PG. 821 RETAIN EXIST SS �IAI�HOLE.RE�IOVE EXISTIIyG ECCENTRIC CONE SECTION �D y�ATERTIGHTIT �1,41�1HOLET FRA�1E l� �41�ID COy�R FLUSH y�ITH PROPOSED GRADE. ti1,4NHOLE FR,4�lE SHALL BE CAST INTO A FLAT TOP SECTIOIy. R1�1 ELEV = 112.64' Z � W E E E C _ _ _ _ _ _ F - _ _ _ _ _ _ _ - - - - - - - - 9� � � -L/- s _ 70° l7' 35.1" ,� _ � � � � � � E�E -------- � E � E i � TEMPORARY � E�E�ENT I�TYPI � N � "'� � � � � � 1 � 0 : �+ n � • � ��.��=� i � i i ��:�-� • � . .� � � �� L �1 � �- TOE PROTECTIOI y EST 40 SY PSRM F DETAIL 4/ SHEET C�-3 TOE PROTECTIOIy CLASS 'B' R/P RAP EST l5 TOIyS EST 35 SY GEO �ETAIL 2/SHEET CD-3 - CLASS ll R/P RAP TO�� EV• l0%I fSTRUCTURES PAY ITEMJ � -Ll- PT Sto. 3/+42.60 -Ll- PRC Sto. 30+29.8/ � END BOARDW ALK -Ll - ST A 30 +26.98 ELEV = 103.1/ Pl = 30+90.00 - ' ' ' - _-- EL = 102.75' I,_ % � � -- - - K� /4 5 ' _ __ __ _ _ _ _ �+)7�� i � � , � --- --- - - - � � . � � -10.5735% . ' � ' � . � _ � � --- � ._�i_- � _ � i � � I I i _ _, � �� i- i i-1 i i � � � I I � � MULTI-USE PATH AND DRAINAGE PLAN -- ._ �- 114 - �' ♦ i i � � � i � i I �� 102 •• • •, 31 32 HORIZ PRO�ECTo �� '� NEW HOPE ROAD MULTI-USE PATH I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�VII�Tr�R�Y �➢.f1�T� ( E�- 5 5 0 8) IDO N�OT USF, FOR CdDNSTRUCTION VERT 2 0 4 JOE3 NUMf3�R: S�"E-T NLIM3ER: 011746024 C-� c � � � 0 � a � L i � � a 0 z � � z � � � � 128 � 0 � .� � 0 124 � � 0 0 � � � 120 � � � � � 0 116 z N z � 112 N 0 � � 0 � 108 � 0 0 � � J Q � 104 P9 SEE DETAIL l/CD-2 TEMPORARY COI ySTRUCTION EASE�IEIyT fTYPJ E C _E ' -___Ec - E- - l0' y�IDE ASPHALT MULTI-USE PATH y�ITH 2' GRA�EL SHOULDERS O TRUSTEES OF WAYNE COMMUNITY COLLEGE D.B. 1503, PG. 821 -Ll- PRC Sto. 35 +08.02 TOE PROTECTION, EST 50 SY PSRtiI F DETA/L 4/SHEET CD-3 � - E i ' - _ E V � _ F _ _ _ _. - - � SEE DETAIL pg � - - l/CD-2 � -L/ - = o� N 70" l7' 35J" � _ _ _ - - - - F - - - _ _ _ _ W C E C PE ---� � E E E � � F �� , N rn -Ll- STA 35 + 87 LT ��1 � Rl-5R 3a3� 36" X 36" � COIySTRU T �ULTI-USE PATH - Q1 CURB RA�IP PER DETAIL lB/CD-4 -Ll- STA 35 + 53 LT �! � Rl-5 L 36" X 36" e CONSTRUCT MULTI-USE PATH �� I CURB RAMP PER DETAIL lA/CD-4 II � REPLACE Rl HT FLARE y�ITH 6' CURB TO �ANTAIA/ EXIST ; � CABLE BOX '� � � �� RETAIN EXISTIIyG SYSTEM -Ll- STA 35+48 LT � W W5-3 � � W r; 24" X 24" _ > ��1 SEE DET A/L �p l/CD-2 PH E UM } /E � � - - - _ � � � i i � � / -�� ` F I - � _ - F J � -- � ` � � � �_ _� C _ � � o Q � --- --- �- -- � + � . �_ -�! RET All y EXIST SS �lAl yHOLE. RE�IOVE EXISTIIyG ECCEA/TRIC CONE SECTION � - TlE PROPOSED DITCH SPECIAL LATERAL 'I/' DITCH AI�D REPLACE y�ITH A FLAT TOP LlD � lIyTO EXISTIIyG DETAIL l/SHEET CD-3 AND y�ATERTIGHT �AI�HOLE FRA�iE j� AND C R FLUSH lT H PROPOSED GRADE�ANHOLE FR�1E SHALL BE lV CAST INTO A FLAT TOP SECTION. � - L l - P C S t o. 3 3+ 1 4. 6/ � I R� �� Rl�l ELEV = 118.62' i RETAIN EXIST _ - L I - P R C S to. 3 4+ 5 9. 2 5 Q r& r e ox v �� -Ll- STA 25+48 RT � � Q R1-1 � - � 18" X 18" � --_ ---- -�- --- --- -- - � OTES A&B/CD-2 �_ �- --- RELOCATE TO -Ll- - �_ � �- �- STA 35+4� RT _ --- -Ll - -L2 - -Ll- PT Sto.35+5/.38 Pl Sto 33+87.28 Pl Sto 34+85.07 Pl Sto 35+30.70 Pl Sto 40+88.91 Pl Sto 4/+28.29 p= l3" 48' 42.2" lRT 1 p= 46° 34' 08.� (LT J �= 4r 24' 40.8' l RT J p= ll8' 00' 0/.4° �RT 1 p= l3° 05' 59.0" lLT ) D= 9' 32' 57.5' D= 95° 29' 34.7" D= 95" 29' 34.7" D= 2/2° l2' 23.� D= 22" 55' 05.9" L= 144.64' L= 48.77' L= 43.37' L= 55.6/' L= 57.16' T= 72.67' T= 25.82' T= 22.68' T= 44.94' T= 28.70' R= 600.00' R= 60.00' R= 60.00' R= 27.00' R= 250.00' Pl = 32+73.00 EL = 116.49' vc = �a K = 7 � --- , � � � ,� �OQr% • �� ----- _, , _ �_�2 33 � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe Q This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 Pl = 34+50.00 , PROPOSED GRADE � _ EL - 112.5/ � _!-!-�_i. VC = l60' • .� K = /7 � - i� •� . � � � � � 7 p323 '� � _ �+� • � ---- _�.-�..,�- : ""-- � _ _,R -�- ,- - . � _ -++'i _ _ � .o. � +�2.03°. =��1= END GRADE -Ll- STA 35+' EXISTING ELEV = 118.85' GROUND '� E D SPEC/AL : D/TCH GR E RT -Ll - STA 35 +00 ELEV = 114.93 �� \ ' 3� - PE � U I uU1J < � dois 2 TE T2 RETAIA/ EXIST -� � CABLE BOX � � ElyO GRADE = o Z -Ll- STA 35f53✓7 N o � RELOCATE EXIST F/RE HYDRAI�IT _L2- STA 40 + 36 RT EXIST DlVIDED W5-3 STREET SIGN 24" X 24" SEE NOTES A &B/CD-2 PAVEMt NT��ARKINGS -L2 - Pl -L2- POT Sto. 40+00.00 tt I �I \ ` �: � �!A � � «. . - PE � -� �T Sto. 35 +96.07 - CONSTRUCT �IULTI-USE PATH CURB R,4�lP PER DET AlL lC/CD 4 -L2- STA 40 + 49 LT / R1-1 �18" X 18„ dols � , �rn �� - � � i / / / �- / �� M �� Pl = 35 +43.00 EL = 119.05' VC = 20' K=� �I 34 35 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 - RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 + � � - RETAIN EXIST SS �IANHOLE.RE�IOVE EXISTING ECCENTRIC COIyE SECTION �41�1D y�ATERTIGHTIT �1,41�1HOLET FRA�IE l� AI�D C R FLUSH /T H PROPOSED 6RADE.�AI�HOLE FR E SHALL BE CAST lIyTO A FLAT TOP SECTlOIy. Rl,�l ELEV = l2/A2' O TRUSTEES OF WAYNE COMMUNITY COLLEGE D.B. 1893, PG. 173 -L2- PRC Sto. 40+99.58 - PT Sto. 4/+56.74 P9 SEE DETA/L l/CD-2 � � � '°F �c � � 21 �Q � �W _ - - � ,�' � � �p � � �\ F � - CURVE y�IDENING � � R=25' � � � E � � � PH SEE DETA/L � � � l/CD-2 \ � \ � � � \ -L2 - PC Sto. 40 +43.98� �, °'' � �C � \ \ �� BEGIN GRADE -L2- STA 40+4398 � � � vV�.��_ � \ � �, , \ � 0 � � �� _ � / Z _ - �1/ -- v 2 J o -L2- STA 40 + 36 RT � � g R7 0-15 R � � � 30" X 30" �/ V � _ _ ,�c� - -- /-- � - - - - --- --- --� � �Q -/ � - 6>, WATER _____ - / (F�pi� - - _ - � T�WNSHIP - - - -w_ � � � �� c-rp��T� o' �`� �� J �� I o I u� I cn I U ; �; Pl = 40+84.00 EL = 122.13' VC = 50' � K = 8 �± Pl = 4/+86.00 EL = 123.85' � VC = 30' K = /2 �---� �-- 40 41 42 MULTI-USE PATH AND DRAINAGE PLAN 128 124 120 116 112 I� HORIZ PRO�ECTo �� '� NEW HOPE ROAD MULTI-USE PATH I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�VII�Tr�R�Y �➢.f1�T� ( E�- 5 5 0 8) IDO N�OT USF, FOR CdDNSTRUCTION VERT 2 C 4 JOE3 NUMf3�R: S�"E-T NLIM3ER: 0 I 1746024 C-5 1' . � � � � 0 � a � L � � � � a 0 z � � z � � � � � � � 0 � .� 0 � � , 0 � � 0 0 � � � 0 � � � � � j � � 0 z � � z � � N O � � � O � 0 � � 0 0 � � J Q � � 136 132 128 124 120 116 112 � � v � W � W W � `. O O rt � Q � � I N J I Z � J I � � O TRUSTEES OF WAYNE COMMUNITY COLLEGE D.B. 1893. PG. 173 °o � � l0' y�IDE ASPHALT TE�PORARY 2 GRA�EL SHOULDER/SH E�E�IEIyT I�TYPJ E E E E E E — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E E E _ _ _ _ — — — — — — — — — — — — — — — — — — — —� RETAIN ENIST 55 �ANHOLE.REMOVE EXISTING ECCENTRIC COIyE SECTION �D y�ATERTIGHTIT �1,41�lHOLET FRA�IE l� A^lD COy�R FLUSH y�ITH PROPOSED GRADE. ti1,4NHOLE FRA�IE SHALL BE CAST INTO A FLAT TOP SECT/OIy. Rl�l ELEV = 12292' E E E —� — — — — — — — — — — — — — — — — — — — C -- < < C< ` ` — — — — — — — <— — — — — <— — — — — <— �� _ ___ � .—- __;, CLEA�/ OUT ►/EG TATION lly EXISTING DITCH TO PROyIOTE RETAIN EXIST --��_ � � POSITI►/E FI�Oy�.�AINTAIN EXISTIIyG LOy� ELEVATION lly AT&T �ARKER — �`�, DlT CH AS MUCH AS POSSIBLE T 0 A�0/D UT lLITY CONFUCT S. �y CONTRACTOR2T0 ElySURE POSI NEr DRAIIyAGE FROtiI S OPE �� STAKE OF PATH TO ROADSIDE DITCH AI�D PROVIDE �NOR GRADIIyG lF NEEDED. � _� __ ---�------ �� -L2 - PC Sto. 45 +38.66 < -L2- Pl Sto 45 +59.08 Pl Sto 45 +95.14 �= 3° 07' 11.3" IRTI p= 2° 23' 19.9" (LTI D= 7" 38' 22.0" D= 7" 38' 22.0" L = 40.84' L = 3/.27' T = 20.42' T = 15.64' R=750.00' R=750.00' - PT Sto. 46+ < � -L2- PRC Sto. 45 f79.50 SEE DETAIL l/CD-2 F � f — — — — — — — — — — — — — — — — — — — — — — — — < � � RETAIN EXIST FIRE HYDR,41�1T AIyD y�ATER VALVE < < � � Z � Z � I r N � � � � � + � O � � Z � � � � � � Cy� 43 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 ,. PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 45 MULTI-USE PATH AND DRAINAGE PLAN ,� I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�VII�Tr�R�Y �➢.f1�T IDO NmT USF. FOR C4DNSTRUCTION HORIZ 10 C 20 VE RT 2 0 4 PROJECTo NEW HOPE JOE3 NUMf3�R: 0 I 1746024 !� 136 132 128 124 � 120 116 112 ROAD MULTI-USE PATH (EB-5508) s-.E-T NuMaER: �-� -. � � W _ � W W � O � � �f' Q � � � J � � J Z C� Q � c � � � 0 � � Q � � L � � � � a 0 I � a� Z i � � a� � 136 � 0 � .� 0 0 132 � � 0 0 � � � � 128 � � � � j � 0 124 _ � � z � �2� N O � � � 0 � 116 � 0 0 � J Q � 112 � TEMPORARY COI ySTRUCTION EASEMENT fTYPJ E � _ � �E ' — . � — — � � I < - 36 LF - l5' RCP-I►i �lyV �N = �2�.6 llyV OUT = l2/.4 PER�,41�1E1 yT DRAINAGE EASEMENT fTYPI DE E E ---P�E_----P�E� � � < SEE DETA/L l/CD-2 E E —--P�E—————P�BE= < � < 0 TRUSTEES OF WAYNE COMMUNITY COLLEGE D.B. 1893, PG. 173 RETAIN EXIST SS �IAI�IHOLE.RE�IOVE EXIST lNG ECCENT RlC CONE SECT lON O AI�D REPLACE y�ITH A FLAT TOP LlD AI�D y�ATERTIGHT �1,41�1HOLE FR,4ME � AI�D C0�/� R FLUSH y�lT H PROPOSE� "O GRADE. MAl yHOLE FRA�1E SHALL BE CAST INTO A FLAT TOP SECTION. Rl�l ELEV = 123.23' —L2— ly 5r 07" 59.�� y� E E E =PD.E__F ————— --�_ < ` — — — — — ` — — — SPECIAL LATERAL 1/' D/TCH DETAIL l/SHEET CD-3 F � — — l0' y�IDE ASPHALT MULTI-USE PATH y�ITH 2' GRA�EL SHOULDERS SEE DET A/L l/CD-2 PER�IAI yENT ORAINAGE EASE�ENT fTYPI 40 LF - l5' RCP-N lly►/ lly = l2/.7 � lI y� OUT = l2/5 � n � � E— PDE E--- PDE— E PDE E E E � � — — — — — _ _ _ _ _ �DE_ _ _ _ PDE --� � < — — — � � < r N I O �' � y � — — — — — � — — — — — — — — — — — — — — — — F � — U1 - � � + - O < � � < < � � � � � RETAIN EXIST F/RE _ HYDRAI�T A1�1D y�ATER VALVE � � n � '�� —M------ --------M------ — M------ — ! — — — — — — — — — — — — — — M — „ — � — �' E E E _ _ - - � - - � - - - - - � - - ' — — — — _� — — — — — — — — — F — — — — — F — — — — — — — — — — — — — — — — _ < < < < < �� 100e < RETAIN EXI�, AT&T BOX — — — — — - — ---�,A— — -- — _ _—�—`� — =M==---- ------------ -- ' 'R�P � < < < CLEAIy OUT �EG TATION lN EXISTING DITCH TO PRO�IOTE POSITI�E F Oy�.�AINTAIIy EXISTING LOy� ELEVATION /N �ITCH AS �UCH AS PO55/BLE TO AVOID UTILITY CONFLICTS. FRO�I STA42f90 TO 55+00 -L2- fRTI COIyTRACTOR TO ENSURE POSITI�E ORAINAGE FROM SI 4OPE STAKE OF PATH T0 ROADSIDE DITCH ,4^ID PROVIDE MINOR GRADING lF IyEEDEO. ----M------ -- U--.------.-.--------.------.--------.--------.--------.--------.----�-_ �-----.---.- -.---.----� PRnP l�" R�'P I i f'�O.3OI , ;� REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 49 50 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 < „� TAII y EXIST AT&T �IARKER 0 CITY OF GOLDSBORO D.B. 1892, PG. 813 SPECIAL LATERAL 'V' D/TCH DETA/L l/SHEET CD-3 i � i� i � -L2- STA 5/+25 ELEV = 122.58 PROP l5" RCP — STA 5/+45.47 �- ELEV = l2/.62' 51 MULTI-USE PATH AND DRAINAGE PLAN � -��.0000� ----------.---- r+�o.�o� D/TCH GRADE LT —L2 — ST A 5/ +50 ELEV = l2/.70 I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�VII�Tr�R�Y �➢.f1�T IDO NmT USF. FOR C4DNSTRUCTION Pl = 52+89.00 EL = 122.9/' VC = l00' K = 7/ �-�-� 136 132 128 124 �2� 116 112 52 53 HORIZ PRO�ECTo �� '� NEW HOPE ROAD MULTI-USE PATH vERT (EB-5508) 2 0 4 JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: C-7 � � � � 0 � a � L � � � � a 0 z � � z � � � � � 136 � 0 � .� 0 0 132 � � 0 0 � � � � 128 � � � � j � 0 124 z � � z � 120 N O � � � O � 116 � 0 0 � � J Q � 112 � TEMf'ORARY coNsrRUCr�oN EASE�IENT �TYPI O CITY OF GOLDSBORO D.B. 1892, PG. 813 -L2- PC Sto.54+14,85 — SPECIAL LATERAL 'V' D/TCH DETA/L l/SHEET CD-3 RETAIN EXIST 55 �A�/HOLE.RE�OVE EXIST lNG ECCEIyT RlC COIyE SECT l0/y �D y�ATERTIGHTT �1,41�1HOLET FRA�E l� Al y0 C R FLUSH y�lT H PROPOSED GRADE�ANHOLE FRA�IE SHALL BE CAST llyTO A FCAT TOP SECTION. � Rl�l ELEV = 123J7' � v W —— E ——-— E E E P9 SEE DETAIL l/CD-2 O + � � < < — — — — < — — — _ _ _ _ __ F _ _ _ _ _ __ � O �' � — — — — — — — � O _ — — — — — — — — — — — _ — — o - -- �� _ - - � < � � � � < � � � CLE�4l�l OUT ►/EG TATIOIy lly EXISTIIyG DITCH TO PRO�%TE cV POSITI►/E F Oyy.�AIIyTAIN EXISTING LOy� ELEVATION /N J DITCH AS �UCH AS POSSIBLE TO AVOID UTILITY CONFLlCTS. FRO� STA42t90 TO 55f00 -L2- (RTJ (SR 1003) CONTRACTOR TO ElySURE POSITI�/E DRAINAGE FRO�I S OPE = STAKE OF PATH TO ROADSIDE DITCH Al yD PROVIDE �NOR ' P U B L I C R�V`, � GRADING lF I yEEDED. v _ ,� � _ ,> > , Q ��; - -- - --- - M-- -- -a�- -- � �fi�7�Ti7 = E _ � � � � , �- - - _� ` C � RETAIIy EXIST POy�ER POLE �41�D GUY y�IRE � TE�PORARY E�E�IEIyT I�TYPI P9 SEE DETAIL l/CD-2 `� �'_<, -- � � �� < �; U T, � v � � ► E E E F _ F _ — — — — — — — — — — — — — — — — — — — _ _ — — _ — o — — — 0 0 — � � / � � — — - — — — — — — F — — — _ _ _ _ _ _ _ — _ � � � F — — — ti � o � X — ---w---- �-� � —�v--- � �- - _ , RETAIIy EXIST TREES f � I --j__--- �. >>- -� � � � — RET AlI y EXIST TREE � SS RETAIIy EXIST SIGNAL POLE AND GUY y�IRES ADJUST AT&T CABLE BOX FLUSH y�lT H PROP GRAD ENCASE C0�/PLETELY lN CONCRETE RETAIIy EXIST / AT&T �IARKER y�ATER V�4LVES G `! ' � i � �v� �-� % / P=12i / � P H SEE D AlL l/CD- � i � i � F � � � � � � �� -L2- PRC St � � COIyST RU� PER IyCL yyiTH io� EN� GRADE -L2- STA 57t62.98 +36.74 c7; � v � � rn � r � ,' � �. -� U� C 7� �� ti n� � �� 0 � rn -L2- PT - � �, � �� VVA �I ER � (FORK TOWNS! � � -L2- Pl Sto 54+60.84 Pl Sto 55+84.64 Pl Sto 56+99.8/ Pl Sto 58+05.38 0= 7" Or 03.� r�r� p= �r 5r 50.5" �RT I �= 2r 24� 30.G' lRT I �_ ll3' 30' l3.1° (LT l D= 7" 38' 22.0" D= 7" 38' 22.0" D= 28' 38' 52.4� D= l27° l9' 26.2° L= 9/.86' L= 155.30' L= 74.73' L= 89.15' T= 45.99' T= 77.93' T= 37.8/' T= 68.64' R= 750.00' R= 750.00' R= 200.00' R= 45.00' � � �� + 1 �; END PROJECT EB -5508 -L2 - ST A. 58 +04.85 TlE TO EXIST SIDEWALK END CONSTRUCTION RE�10VE EXIST SIDEy�ALK y�lT lN PROPOSED COIyST RUCT lOI y LI�T S 53 54 55 56 57 58 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � 0 This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 MULTI-USE PATH AND DRAINAGE PLAN 136 132 128 124 120 116 112 HORIZ PRO�ECTo �� '� NEW HOPE ROAD MULTI-USE PATH I�T��1-I�LE'1'E �H..��V� no No�r us� �oR �� w ,�cnvisrrrmN �f�ELI�VII�Tr�R�Y �➢.f1�T� ( E�- 5 5 0 8) IDO N�OT USF, FOR CdDNSTRUCTION VERT 2 0 4 JOE3 NUMf3�R: S�"E-T NLIM3ER: 0 I 1746024 C-8 ,��, - ---_� �D _� c � � � �` Q �� - � w _ � � � - � � ,, � , � � � � � ��, � � �� i - � `� i � z � �� o \ �� 1 � ' - L ' �� v° �� -- o —•'—••—••—••— PROJECT DENUDED AREAS � L / /, W � , � � � IMPERVIOUS AND PERVIOUS SURFACES IN ��\J � NEW HOPE ROAD MULTI-USE PATH `� � DISTURBED AREAS � > �-� 0 � PROPOSED IMPERVIOUS SURFACE = 0.98 AC �� o PROPOSED PERVIOUS SURFACE = 2.53 AC � % �, L � 0 � NARRAT lV E oPro�ect Descrlptfon � � The New Hope Road Mu/t1-Use Path fs a/inear mu/ti-use path for blcyc/e and o pedestrlan use, lt is being constructed by the Clty of Goldsboro to provide � connectivity between the existing mu/t/-use path at the Go/dsboro Worshlp Center jneor Hare Road and the exlsting sldewalk on Wayne Memorlal Drlve ond access to cTtlzens at the Wayne Community Co//egeo Approxlmate/y 3,5/ acres wi// be dlsturbed � during the constructlon of thls pro�ecte Also, approxlmately 2e53 acres will be � vegetotively stablllzed with grass and permanent plantings. a� 0 = The New Hope Road Multl -Use Path Is located In Vyayne County9 Goldsboroo NCa The -_ � pro�ect site begins at the Intersectlon of New Hope Road and Hare Road contlnues west � z a/ong the south slde of New Hope Road to the Intersectlon with Wayne Memorla/ Drlveo � Slte Descrlptlon � o The site Is generally flat and contalns one dralnage way, Reedy Branch that is � bordered by moderate slopeso Land use along the pro�ect Is undeveloped as well as � fully developed, Drainoge from the pro�ect slte sheet flows or makes Its way through a o series of exfsting ditches and storm drain systems and eventually flows Into the Neuse o Rlver thus no new drainage patterns will be Introduced, The Neuse Rlver Is protected � by the Neuse Riparian Buffer and contains a 50-foot Riparian Buffer protection areao � The f7/l slopes and drainage ditches around the pro�ect oppear to be stable and do not ° show slqns of slgnlflcant eroslon solls, 0 � � J SOlIS Q � Y The soil types throughout the pro�ect limits are mostly sandy loams lNoA9 Ra9 CrB29 CrC2, Js9 KaD9 NoB9 Ex9 Go9 & LyJ, �.o �o,�o� ' ;` ,�h :� ;' � � i REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � 0 This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 -�. � ,,�� -- � � � - � �/'i/�� i � � � �,� �/ � � � � , � ; . , � �—� � � � � � �� ;, � �� S � � �� ,�i ' ;�- � � i � �� '� �- �� ,� , o =-, ,� J- � ' , � '� � Z � �h `� n s � � � -- � � � �\';- \ :� �\ ��` � _, _, 7 I i1 A/'� � 1 �I'� �/ �/f NEW SR 1003��.-�� I. � - � % ' _ � � \\ > ��\ /� �i // � � �� PRCPARED IN TI�1E O��I�C O�o ■ � PoOo BOX 33068 - RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 , � � �� z o� �� cz �� ;� Zrn , _ �- �� o � o� �� rn� / rnrn / �� C_5 E _ Ec'_� � � 0.49 AC - 0.02 AC `; `•. / DENUDED AREAS � ; , , � � p 1.58 AC EC-7 , ; ,� EC_g �� ; I,; ,I � l � � W � °---_ � Q � � � � � � W � < N �. w � 3 ti-� 0 �� \ �- -- _ \�� i� = - �;: �� i i , ,� �� O� � ; ; � PROJECTo I�T%�I�LE�1°E �L.�� 15� � �� NEW HOPE ROAD MULTI - USE PATH DO NOT U5E FOR Rd W ACQUISITIDN P1�ELI�II�T.�I�Y ��,.�� ( E 6- 5 5 0 8) IDO N�T USE FOR CONSTRUCTION JOE3 NUMf3�R: S�"E-T NLIM3ER: 0 I 1746024 EC- IA NOTE: SLOPES ON THIS PROJECT ARE 3:1. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS OR AS REQUIRED BY NPDES GENERAL STORMWATER PERMIT. REFER TO CROSS SECTIONS. �� X � \ ° �% i/` i � / i 1 � ! /// 1 \ , � ZI �, -- /// �% ,� �; / _ � _., ,� _ , � / �� I _ �; � .o�. �W� � 0. ., � •o��•;.. ,\ — — C � � O a�'> i � i i � � o \ � I� . I ••� � '�```�'�`'�: �" �. • ,...��; �r.ta� ;it}� � ��j�i7". ��iil •' � •, ��G •� i a :• _�• ...: ;. .• - •:� :• 3 � • : � ?�....;�;_.,.�:;�� .!!.��!{ � .: ::�•-; s ��!��.!41�:�`��% ��--- r � � O WILLIAM CRUSE BILLY REX GURLEY ROGER B. WADE TRUSTEES OF CLINGMAN STREET CHURCH OF GOD D.B. 1616, PG. 494 P.C. "G" PG. 210 llySTALL TEMPORARY �GRA►/EL CONST RUCT l0/y EIyTR,4l�CE. TYP �� lI yST ALL SPECIAL SEDI�IEA/T CONTROL FEA/CE OUTLET f�IAX. SPACING EVERY 200' OF SILT FEI yCEJ. TYP Ll�ITS OF DISTURB�41�10E,TYP O O + � F ' �/ �% �-� c �� — �,;_ � n Z � z C� � . � � ` � \ , � , - , - -� _ , ,� _.-- , ,._ . , , ,. _ --- - .. �, __ , , __- � ,.- �. _-F—"_ � _ _ ' � N _- � �- � _- � _ �; -- � � ----- — — -�" ,i ^ ------ — — — ► — ' .—� —i v� __--- _ , � , ----- __--------- _ _ — — — , — __, �i � � --- ---- — , . _ ----------------------------- --------_ - _ � — — � � - ; v,;�� ; � --——- — --— _--- -- .-- ,��ri � — — — — — — — — — — — � � � �"� / -� ___-------�-------------- ---- � ---- � -- � -__ � � _- � � I � � � - ' �% /� -_ � � �i� � � �� _ — � � � � _ —— � — _ �� -- _ — � -- _ — - � _ _ _ — __� _—__ �— — _—_--- _. _ _ _ _ — - � — — — — — — — — — — — — — ----- _ — ' " - - --- - _ - - - � _ � � IIySTALL TEMPORARY n --- -- � -----�------- -------------- _ _ _�� - � SILT FEI yCE. TYP N - - - -- � - -- - — - - � -w- - -�--� _ _ - - -- _ _ — — / _ _ =,i ` _ _ — - -- / _ �"-,' ---___ � S R 1 O C- Ll�IT S OF DISTURBAI�CE. TYP // � -——— ,� —--��e'-P�g�+E:---- —————_ __ / _ � _ � � � � _ �-� _ -—— — z ---=-i -------—- / , �_ o SS �� c � � � o / — v c o � o Q � ! _ � � � � � w� � � �� _� 0 � .� 0 L � � 0 � � 0 � � 0 a� \� � � j � a� 0 Z � z I / � / / / / N 11 tPDES GEIVERAL STORM WA TER PERMIT ° SOIL STABILIZATI01� TIMEFRAMES � � � o SlT E DESCR/PT lON � � � PERIMETER DIKES, S�yALES. DITCHES AND SLOPES 0 � � HIGH QUAUTY WATER (HQVy) ZONES J Q � SLOPES STEEPER THAN 3al Y SLOPES 3:1 OR FLATTER ALL OTHER AREAS WITH SLOPES FLATTER THAN 4cl srQeiuzArioN ri�1E 7 DAYS 7 DAYS 7 DAYS 14 DAYS 14 DAYS TIMEFRAti1E EXCEPTIOIyS NONE NONE IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH. NONE, EXCEPT FOR PERIMETERS AND H(]y� ZONES � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe Q This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 — GENERAL NOTE CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURIN� THE PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST BE REPAIRED AT THE CONTRACTORS EXPENSE. THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY. _ _ �-_ — � - � ____ -- �; � -� - - � �---- —�- _ - E - �� LEGEN D �� —� (APPLIES TO ALL SHEETS) TREE PROTECTION NOTES TREE PRESERVATION CONSTRUCTION SPECIFICATIONS: l. BEFORE BEGINNING WORK,THE CONTRACTOR lS REQUIRED TO MEET WITH THE CITY OR AUTHORIZED AGENT AT THE SITE TO REVIEW ALL VyORK PROCEDURES,ACCESS ROUTES,STORAGE AREAS,AND TREE PROTECTION MEASURES. 2. TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR EACH TREE OR GROUP OF TREES. FENCES ARE TO REMA�N UNrIL ALL SITE WORK HAS BEEN COMPLETED.FENCES MAY NOT BE RELOCATED OR REMOVED WITHOUT THE WRITTEN PERM�SSION OF THE CITY OR AUTHORIZED AGENT. 3. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES. 4. ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. lF LINES MUST TRAVERSE THE PROTECTION AREA,THEY SHALL BE TUNNELED OR BORED UNDER THE TREE. 5. NO MATERIALS,EQUIPMENT,SPOIL OR WASTE OR �yASHOUT WATER MAY BE DEPOSITED,STORED,OR PARKED WITHIN THE TREE PROTECTION ZONE. 6. COORDINATE WITH CITY PRIOR TO PERFORM�NG ADDITIONAL TREE PRUN�NG REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED BY A QUALIFIED ARBORIST AND NOT BY CONSTRUCTION PERSONNEL. 7. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES USED ON SITE MUST BE TREE-SAFE AND NOT EASILY TRANSPORTED BY WATER. 8. lF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, lT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CITY OR AUTHORIZED AGENT SO THAT APPROPRIATE TREATMENTS CAN BE APPLIED. 9. ANY GRADING,CONSTRUCTION.DEMOLITION OR OTHER WORK THAT lS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE CONSULTING ARBORIST. l0. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY VyITH A SAW. ll. lF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6/NCHES OF MULCH OR �RAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLEN�SHED AS NECESSARY TO MA�NTAIN A 6-INCH DEPTH. PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 EROSION CONTROL PLAN I�T��I�LE�1`E �L.��T� DO NOT U5E FOR Rd W ACQUISITIDN PI�ELI�II�T.��Y F1..��T IDO N�T USE FOR CONSTRUCTION �o o zo PROJECTo NEW HOPE JOE3 NUMf3�R: 0 I 1746024 LlMITS OF DISTURBANCE �LABELED ON PLANSI CONSTRUCTION LIM�T TEMPORARY SILT FENCE fSEE DETAIL SHEETSI TREE PROTECTION FENCE fSEE DETAIL SHEETSI TEMPORARY CONSTRUCTION ENT RANCE l SEE NCDOT ST D 1607.OU TEMPORARY ROCK SILT CHECK DAM, TYPE A(SEE NCDOT STD 1633.OU SPECIAL STILLING BASIN fNCDOT STD 1630.061 WATTLE CHECK �SEE DETAIL SHEETS) STORM DRAIN INLET PROTECTION (SEE DET AlL SHEET S) INLET TUBE "SILT SOCK"/ FILTER SACK INLET PROTECTION --�----F -- TPF :❖:❖:� _..... / / � ,1,�16 . SPECIAL SEDIMENT CONTROL FENCE/ � SILT FENCE OUTLET fSEE DETAIL SHEETSJ EXISTING CONTOUR PROPOSED CONTOUR 45 ROAD MULTI-USE PATH (EB-5508) s-.E-T NuMaER: FC-I c � � N O U N I � L I � � � O I � N Z i O L � C O v c 0 ,� 0 L W � � � a� r � C 0 � .� 0 L � � 0 � � � 0 � r � 0 � a> � � � j � N O Z � N Z � N O � � � O � 0 � � 0 0 � � J Q � Y � O N \ � \ � NOTE: SLOPES ON THIS PROJECT ARE 3:1. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS OR AS REQUIRED BY NPDES GENERAL STORMWATER PERMIT. REFER TO CROSS SECTIONS. 1�1 � � � / I(r , N � � ', � \ I I I � � i I � � W � � � � �� S � �� i � � � � -----_ �� u � - � �— - � — — �� , - �- � � �-_ f � � — � � -- � �'` — — -- _ __�---- ------- �' j0� a � � � � � � -_ O --_ � N _ _ / o, h _ _ _ _ _ - - - - - - C-__ -- �«_ � � ———£——-——-——-— — F � O � , \ �� U _ � J --- �_ � � 28 LF - l8' RCP-lll F - -�-- - - i � /A�►/ _ 109.8 � � _ v o � INSTALL TE�IPORARY = V ROCK SILT CHECK.TYPE A.TYP � Q INST ALL INLET PROT ECT l0l y. TYP ? � o SPECIAL LATERAL '►/' DITCH o -- __ __ _ DETAIL l/�ET CD-3 v — - c ° RE- STABLISH 6 LF R0�4Dy�AY SHOULDER o FRO�I STA 2/+40 TO 22+19 -Ll- fRTJ W fSEE CROSS SECTIONSI i � � llySTALL TEMPORARY UIyERr JUTE I�ET - � -Ll- STA 2/+40 TO 22+50 RT c 0 � .� 0 L � � 0 � � � 0 � r � 0 � a> � INST ALL SPECIAL SEDI�IEIyT CONTROL FENCE OUTLET.TYP O EN�� WILLIAM CRUSE � I�CDOT STD.838A1 BILLY REX GURLEY ROGER B. WADE 36 LF — 36' RCP—lll TRUSTEES OF CLINGMAN STREET CHURCH OF GOD � NI�►/ _ 106A P C1 G6 G 2�0 PROP JB y�/ �iH NCDOT ST0.840.3/ AIyD 840.54 TOP = ll5A � Z\ �O � �w TOE PROTECTION N�l�/ lIy fEl = 109A O -- ESTS 90�ONS R� ' llw lly fSJ = 105.3 - - - - - - - 0�1 - - - - - �-- '� �I_ _- - - -_ _ _- - `'II //�I/ OUT f y�l = 105.3 - - - -- -- - - -- - _ _ - _ _ - _ - - - _ - - - - - � I I _ -- = -- --=- N ) j DET Al �2/SHEE � CD -3 ��i - - - - - - - - - - S�� - _ - _ --_ - -_ _ �t�. — _- - _ -- � i 24 LF - 36' RCP-lll ' - — - - - - / _ ° TlE PROP JB ►�/ �H - � - - -- 1 � ` � � �� ez z TO EXIST 36' RCP � - - �� NCDOT ST0.840.3/ ,41�1D 840.54 . Ll�l/TS OF DISTURB�41�10E. TYP ' TOP = ll4.T � i � � � � � � iNv iN rN� = io4.�s � � ;� / V�U'o D s y ll�l►/ OUT 1N1= 104.56 � ; i c7 � B� llySTALL TE�PORARY � � � '� SILT FEIyCE.TYP � �� ------ -ez� , � � � � � , � � z ----- --------► rn -- � — _ _ � ——-——-——-——-——-——-——-——-——-_ _—- — --— — — — ------- — — _ _ _ � N� . � I ------- �� - ----- -- - � - � � - ---- - - � - - - � - - - - - - - � - - - - - - - - - ----- - --- - -- - - ---- -� --- _ _ � � I - -- ---- --- � ----- ----- � � I _ ---- ------__� --------- -------- --- ----- � � - � � �� ,x I l - ---- -- Vl _--_ / I � --- ------ _I � _ � � � O ��, n .- — --_ � i -- � — — - - - - —�� - � —� i — — — — — — — — — — __ — — — — — — — — — — — — — — — --- — — — — — — — — —� � � O � � ------. —� �— ��,A0— --_ _— �—� � � �=�-——-——-——-——-——-——�——-——-——-——-——-——-——F-——-——-——-——-——-——-—C—-—— ___—F—_-------—— -———�——-——-——-——-——-——-——�_ � — — + --'-` _ __- �.i1 ` i � �— — --___ -------- \ � r : � I ----- _---------- / ,� -� _--- ° _ � II�J- i - -- - - -- -- --- - — — —�— F — - - -� - �' - - -- - - - -- -- � ----- ---- _ - - � - - � � _ _ - - - - - -- - -�-- - - - - _ � - - - - - C -�= ,? � _�._ _ ! - - - - - - - rn T/E PROPOSED D/TCH __ ;VATER -- - - -- C �-----________--------- R1 INTO EXISTIIyG �- -_ __ — \� _ _ - cn --- � — - �� _ - - ------- _ ` � SPECIAL LATERAL 'V' D/TCH = � — _ _ — — � , ,_,, �� rn Z - - - � � � - - - — — — - I I C� - - - - - - - - DET A/L l/SHEET CD -3 rn � - - - -- - - y ` � �= z =� - _ - -_ _ = LlMIT S OF DIST URBAI yCE. TYP _�_ � � � - - --- - - -- -- -- - � - - - - - - -° -- _ >� - - � �r�� - - - - - - - — �-= - = -- - - - _ � f50'SP YP � _ l EXISTI G DITCH n , - - - - - - - AClNG7.T --� 1� � � � -- __ �_ INSTALL �UD �/ATS AS REQUIRED -- -- FOR ACCESS lly y�ETLAND — _ -Ll- STA 25+70 TO 27t50 �_ �_ �_ � _- ___ � ----- --_- � BRIDGE AND CULVERT EROSION CONTROL PHASING: � j � 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY � CLEARING AND GRUBBING IS PERFORMED. 0 = 2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED � GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) � IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS I DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. N 4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL � DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, � SEEDING (SEE SHEET EC-9), AND MULCH TO MAINTAIN A VIGOROUS, O DENSE, VEGETATIVE COVER. 0 � p PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING 0 � INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE � Q SUBMITfED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT � I N STALLATI O N Y � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe Q This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 - RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 EROSION CONTROL PLAN IIySTALL TE�IPORARY LINER. SINGLE F/BERGLASS RO►illyG -Ll- STA 26t00 TO 29+16 RT I�T��I�LE�1`E �L.��T� 10 0 20 DO NOT U5E FOR Rd W ACQUISITIDN PI�ELI�II�T.��Y F1..��T� IDO N�T USE FOR CONSTRUCTION PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: S�"E-T NLIM3ER: 0 I 1746024 EC-3 C � � O � i � � i � � a� 0 I � � � 0 L � c v c 0 a` � � -� a� c � C 0 � .� 0 L � 0 � � 0 0 � � O � � � � � j � a� 0 Z � a� Z I � N O � � � O � 0 � � 0 0 � � J Q � Y NOTE: SLOPES ON THIS PROJECT ARE 3:1. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS OR AS REQUIRED BY NPDES GENERAL STORMWATER PERMIT. REFER TO CROSS SECTIONS. 500 YR FE�1A FLOODPLAII y � l00 YR FE�IA � � ' : 1 � I�� N � ' �` � � ' . 1 � �♦ � � •�. � ' w � ' 1 1 � 1 � � 1 � � 1 � � 1 � 1 1 ' ' N' ' ' � 1 ' 1 ' � . 1 X ` I I � �" FLOODPLAIN FE�IA FLOODy�AY ' ' FE�A FLOODy�AY O� I I __ . . ._ � , , � WILLIAM CRUSE � � � � � � Y � � y � Y �� BILLY REX GURLEY � � � � � � � � � � � � � ROGER B. WADE INSTALL SPECIAL TRUSTEES OF CLINGMAN � � �c 1 �c � � � � � � � � � � ' SEDI�IENT COIyTROL STREET CHURCH OF GOD ' FENCE OUTLET.TYP D.B. 1616, PG. 494 s � � � � ' � � � � � " � � � � � � P.C. "G" PG. 210 ' � � � � � � 1� � � � � —�- � -�� ° CLASS ll R/P RAP TO ��EV. l0%l � ; � (STRUCTURES PAY ITEMJ \ � � � � � � � � �/ � � � � �� i - • � '� , i �� `* � i � WILLIAM CRUSE �i � � BILLY REX GURLEY � i�' � � � � � � � � � � � � � � • � ROGER B. WADE � � �j � � � `` � TRUSTEES OF CLINGM N /�C 1! 1: 1 JG `l' 1_ 1_ J! J! J!; JC JC � J! J! '�IC ; � ` lIySTALL TE�IPORARY STREET CHURCH OF G D ,/ D.B. 1616, PG. 494 � /'' � /� � � � �� SILT FEI�CE.TYP P.C. "G„ PG. 210 m Ll�lITS OF DISTURBAI�CE TYP , ►.j �� ' I � , 1°m -�-� � � � � � � � � �¢ � � � � � j� , n — / � �XI T U�LITY �_i i�F ��aSF�N�� c � _ � � � � � _ � . v� �" _�, . � � . � � i � � � TOE PROTECTION � � � � � � � � � � � � � � � �{ CLASS 'B' RlP RAP � � �`� � EST 90 TONS : � � �c I �c �c �c �c ��c F / EST 200 SY GEO � W DETAIL 2/SHEET CD-3 � �` �" �` � � �' � � ;j �I -----= ''� % � � � , , : _�" � . , - ----- � �� - �- F — - - — - — - " — ---- ---------- ; — F � � O---------------- � - ------------ - --------- � ---------- ---- t^ ------- VJ _ N N� i � o � � > / --- --- JF _—_��- -�--------�_ '_�_.�— i = SPECIAL LATERAL 'V' �ITCH —� J DETAIL l/SHEET CD-3 S �lA/STALL TEMPORARY LINER: Q 5/ I y G L E F/ B ER G L A S S R O VI N G � -Ll- STA 26+00 TO 29+16 RT ��ii�ii �- ---y - — INSTALL y�ATTLES --� lN PROPOSED D/TCH f50' SPACINGJ. TYP INSTALL TE�PORARY l5' PIPE UIyDER CONST RUCT lON EI yT R,4l�10E .�'� � ♦ .� � � � iF{�O REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 � N m � i ; � � � � ' i � � --nirr,nn+r,ir!,�-riiTri ir�..: rn,�^.i—r,nrNT � � � �� I - —I — — — — — — C —T� — — D � I L� (? -$'� ,, � � � � � � ' � � � � TRUSTEES OF WAYNE �� m � � — .�- � —�� COMMUNITY COLLEGE � �\I� � � _ _ � _ � � - D.B. 1503, PG. 821 � �1 � -- , `� U � — �� 1 � � 2 � ' �� =z �% Q _ � � � � � `� �� , � �� C� � Jc .. I _.. � �c �!c ,�Ic � � �c . '-- .� .. � I W N I m °' Jc I � m w m `l' � . c� ' - - , , .� . H .... F.. m - � � �' / I' MINIMUM CLEARING ITHIN OO / � % �� BRIDGE/BOARDWALK FOOTPRINT � �� ONLY WITHIN WETLA DS + � � ' � M � � � � � �, i �� - - . �% S � � �/ �. _ % t� "�..,. . _ _ \� V r 1 \ .._ °` `� ,.. � `�`. �C ... i N. �;- �� ,, t- 6 E .. „ :, I� � �� -.. - - - - -. - - -. ... ��.� . r.. .:_ ..Yf. �.. �. ,: M •�• - i� � • • � •� � ..'��%. � ., � . ,. . .Y . • I'r . �� ..� • . . .�,. ...; • ':i': .� ..••�� •� � -TI., � o. �' ti.�. 1. ir• r..• �..�. .y.. � �.,.,•• y�"�:'�.l`j �� l �..�,,..��.��.�:'f��ji.�:.:11�:T.,.�7�,�.;�� -��'!:�'.�y,�.�.,�• '�•�,•' �. -f � � / � � ,. � .•.,....��. • _;�.� .�?� : �;��1.s• �� t . ! �r:�lti"r`�ri.a� �i�i ..� � . S-' � ��..r,� �+.! � �;1�'`: �K{my:!'` �- �� .L�' ��,n �� 1 �OrN y *.�t� � �;u :��,. r� � .:•.#: �?:1r �� ..;�' : .�• .• � ��,}Y�..C(�AJT�T�f ";A.��. F ST,41�1DARD 'V' DITCH DETAIL 3/SHEET CD-3 INSTALL SPECIAL STILLING BASIN,TYP PE m � PE - � �i _ _�- -- �� ,� �:e �� ,.• •, ;.,. , .,. ...�. . ;��.�:� �:`• � �#-.� ..:.�e. - � =�•:: •:,r.�;.;r ��. , ..... ..... � � ::,i �:�:.�:�•� � i:� �..i' \..i ��'�%•!', � �� • � �� •� � �:.�i �% i1� A: /�:1� .\+,% GRA►/EL y�ORKPAD FOR —� � BRIDGE COIySTRUCTION r ' � � B O X L U L V� k' �NST ALL T EMPORARY l5" PIPE , UNDER COlyST RUCT l0/y ENT R,4NCE � � � T _ _ _ _ _ � Ll�llT S OF DISTURBAI yCE. TYP _._ �' � D �� 1 . �,. � � ! � � � � � � � � � � � � � I � � PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 - RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 I � � � � � � 1 I . i r,�i � u i, /��i,i n i i_ � ��,� 1 500 YR FEMA FLOODPLAIN INST ALL MUD �1AT S AS REOUIRED FOR ACCESS lly y�ETLAI�D -Ll- STA 30f27 TO 30f77 TOE PROTECTlOIy CLASS 'B' RlP RAP EST l0 TOl y5 EST 20 SY GEO DETAIL 2/SHEET CD-3 l00 YR FEti1A FLOODPLAII y � — — � � — % � i �� 0 21 Q � W O TRUSTEES OF WAYNE COMMUNITY COLLEGE D.B. 1503, PG. 821 INSTALL TREE PROTECTION FEA/CE.TYP � \� � � I — __ � \ A — , ' — °°-� � � _ _ r _ — — � — — �— �� — � _ —, — -7 % / � TOE PROTECTIOI y EST 40 SY PSR�1 F DETA/L 4/ SHEET CD-3 TOE PROTECTlOIy . EROSION CONTROL PLAN — ` —== a � � � � �— C INSTALL TEMPORARY 5/LT FEI yCE. TYP CLASS B' R/P RAP E-- � EST l5 TOI�IS � = — — � — —T � — — — — — — _ — = EST 35 SY GEO � DETAIL 2/SHEET CD-3 _ � — � CLASS ll R/P RAP TO EV. l0%l fSTRUCTURES PAY /TE� N E W H O P� r.��-r� INSTALL TEMPORARY GRA�EL COI ySTRUCTION ENTRAI yCE. TYP I�T��I�LE�1`E �L.��T� DO NOT U5E FOR Rd W ACQUISITIDN PI�ELI�II�T.��Y F1..��T IDO N�T USE FOR CONSTRUCTION � -�� _��-R��O 3 )� � �� 1 � (60' PUBLIC�/W) BRIDGE AND CULVERT EROSION CONTROL PHASING: 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY CLEARING AND GRUBBING IS PERFORMED. 2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. 4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, SEEDING (SEE SHEET EC-9), AND MULCH TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER. PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT INSTALLATION � � Z � _ - nl _ � r � � � � N rNA v 1 � � Z � y n I � PROJECTo ,� � `� NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: EC-4 C � � � O U N I � L I � � � O I � N Z i O L � C O v c 0 ,� 0 L W � � � a� r � C 0 � .� 0 L � � 0 � � � 0 � r � 0 � a> � � � j � N O Z � N Z � N O � � � O � 0 � � 0 0 � � J Q � Y � O N \ � \ � C � � � O U N I � L I � � � O I � N Z i O L � C O v c 0 ,� 0 L W � � � a� r � C 0 � .� 0 L � � 0 � � � 0 � r � 0 � a> � � � j � N O Z � N Z � N O � � � O � 0 � � 0 0 � � J Q � Y � O N \ � \ � C � � � O U N I � L I � � � O I � N Z i O L � C O v c 0 ,� 0 L W � � � a� r � C 0 � .� 0 L � � 0 � � � 0 � r � 0 � a> � � � j � N O Z � N Z � N O � � � O � 0 � � 0 0 � � J Q � Y � O N \ � \ � C � � � O U N I � L I � � � O I � N Z i O L � C O v c 0 ,� 0 L W � � � a� r � C 0 � .� 0 L � � 0 � � � 0 � r � 0 � a> � � � j � N O Z � N Z � N O � � � O � 0 � � 0 0 � � J Q � Y � O N \ � \ � c � � � � i a�� i � � i � a� 0 I � z � , 0 L � c v c 0 ,� 0 L W -� a� r � c 0 � � .� 0 � � 0 � 0 0 � � 0 a> � � � j a� 0 Z � z N 0 � � , 0 � 0 � 0 0 � J Q � � � O N \ \ � CONST RUCT lON SEQUENCE RlP RAP �6e/5� GRASS —LINED CHANNELS �6030> CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS le Hold preconstructlon conference at least one week prlor to startlnq constructlon Subgrode Preparation - Prepare the subgrade for riprap and fIlter to the required and invite NCDEMLR LQS contact number Is (9/91 707-9200. /Ines and grades shown on the p/ans. Compact any fl// required In the subgrade CONSTRUCT/ON SPEC/F/CAT/ONS MA/NTENANCE to a denslty approxlmatlng that of the surrounding undlsturbed material or overflll 2o F/ag the work //mits for protectlon. depresslons with rlprop, Remove brush, trees, stumps and other ob�ectlona/ /, Remove a// trees9 brush, stumps9 and other ob�ectlonab/e Durinq the estab/Ishment perTod, check grass-/Ined channe/s after materla/o Cut the subgrade sufflclent/y deep that the flnTshed grade of the rTprap materla/ from the foundatlon area and dfs ose of ro er/ ever rolnfa//, After rass Is estob/Ished erlodlca// check the 3, Prlor to any /and dlsturbing (Inc/udin demo/Itlon) activitieso Insta// sI/t/tree P P P Y� Y 9 9 p y wi// be at the e/evatlon of the surrounding area. Channe/s shou/d be excavated channe/9 check It after ever heav ralnfa// event. /mmediate/ protectlon fence, constructlon entrance9 emporary stream crossings9 and all other Y Y Y sufflclent/y to a//ow p/acement of the �lprap In a manner such that the finlshed erosion contro/ devicese 2. Excavate the channe/ and shope It to neot /Ines and make repalrs, /t Is particu/ar/y Important to check the channe/ Inslde dimensions and grade of the rlprap meet design speclflcatlonso dlmensions shown on fhe plons plus a Oo2-ft overcut around outlet and all rood crosslnqs for bank stablllty and evidence of 4, ln accordance with the erosion control p/ans9 grade trall, Instoll crossplpes, and the channel perlmeter to allow for bulking during seedbed piping or scour holeso Remove all signlflcont sediment accumulatfons lace relnforced s1/t fence as shown. Ploce additlonol erosion control mattin and Sand and gravel fIlter blonket - Ploce the fIlter blonket Immedlately after the ground re aratlons and sod buIldu to maintoln the desi ned carr In ca aclt Kee the rass In a P 9 P P P� 9„ Y� Pa Y�o P 9, stabi/ize 2:/ s/opes as indicatedo Modify sl/t fence p/acement around trai/ and out/ets foundotlon is preporeda For grave/, spread fl/ter stone in a unlform /oyer to the hea/thy, viqorous condition at a// times, since it Is the primory as necessory, p/ace si/t fence oround a// temporary crossings and cu/verts as needed, speclfled depthe Where more than one /ayer of fl/ter materlo/ Is used9 spread the 3. Remove and proper/y dlspose of a// excess soi/ so thot erosion protectlon for the channe/a layers with minimal mlxlnqe surface water may enter the channel freelye 5, Complete flnal gradlnq for trallo Synthetic fl/ter fabrTc - P/ace the c/oth fi/ter direct/y on the prepared foundationo 4, The procedure used to estab/Ish grass In the channe/ wi// 6. Finish grading of s/opes, topsol/ critico/ oreas ond permanent/y vegetate9 seed Over/ap the edges by at /east /2 Tnchesq and space anchor pins every 3 ft a/ong depend upon the severlty of the condltlons ond se/ect/on of specles. and mu/ch. the over/ap, Bury the upstream end of the c/oth a minlmum of /2 inches be/ow Protect fhe channe/ with mu/ch or a temporary /Iner suffTclent to ground ond where necessary, bury the lower end of the cloth or overlop with the Withstand anflcipated velocltles during the establishment perlod. 7. A// qraded areas wi// be seeded, fertl/ized and mu/ched accordlnq to NCDOT next section as requlredo Take care not to damage the c/oth when p/acing rlprap, specificatlons to mointaln a vigorous9 dense9 vegetative cover within 7 to l4 days lf damage occurs remove the rlprap and repalr the sheet by adding another layer or sooner of completlon of any phase of groding. Refer to the latest NPDES of f1/ter materlal with o minlmum overlap of l2 Inches around the domaged area, Rules doted August 20/l for more informotlon on ground stablllzatlon lf extensive damage is suspected9 remove and replace the entire sheet, requlrements. ln summar� yq perlmeter dlkes, swales9 ditchesq slopes steeper than 3a/9 and hIgh qua/Ity (HQWJ zones shou/d be stabl/lzed withln 7 day s, A// other where /arqe stones are used or machlne p/acement Js dlfflcu/t, a 4-Inch /oyer of oreas ond slopes shall be stabllized withln l4 days. lf work on the pro�ect flne ravel or sand mo be needed to rotect the f1/ter cloth, ceases for more than the above mentloned length of flme, all dlsturbed areas g y p VEGET AT lVE PLAN �NCDENR 6e�� sha// have temporary veqetative ground cover estab/ished and erosTon contro/ Stone P/acement - P/acement of rlprap shou/d fo//ow Immedlote/y after p/acement devices maintained. of the fIltere Ploce rlprap so that If forms a dense, well-graded mass of stone with 8. A// eroslon and sedlment contro/ practices wi// be Inspected week/y ond a minimum of voidso The desired dlsbrlbution of stones throughout the mass may SEED/NG SCHEDULE SEED/NG SPEC/F/CAT/ONS after rolnfall events. Needed repoirs will be made Immediotely. be obtalned by selectTve loodTnq at the quarry and controlled dumping durTnq Shoulders, Slde DTtches9 Slopes (3:1J flnal placemente Place rlprap to its full thlckness In one operatlon, Do not ploce /) After rouqh qrading Is completed, t1/l soPl In areas to be 9. Estlmated tlme before flna/ stabl/izatlon Is 9 months. rlprap by dumping through chutes or other methods that cause segregatlon of Date Type P/anting Rate seeded and p/anted to a depth of s/x Inches. stone sizes. Take care not to dIslodge the underlying base or fIlter when placing 2� Apply agrlculturol llme, fertTllzer, ond su er hos hate to /Oe Slte /nc/udes approximate/y 2,53 acres of permanent vegetatlon areo. the stones. Auge /5-Nov. / Ta// Fescue 250 /bs,/ocre p p P Nove l-Mar. l Tall Fescue 250 /bs./acre dlsturbed oreas to be veqetated. ll. AFTER SITE lS STABILIZED, constructlon entrances, and constructlon stagIng The finlshed slope should be free of pockets of small stone or clusters of large & Abruzzl Rye 25 /bs,/ocre 90 /bs, llmestone/1000 sq, ft, �2 tons/ocreJ and materla/ area stockpl/e areas, and a// other erosion contro/ devices sha// be stones. Hand p/acing may be necessary to achleve the proper dlstrlbutlon of Mor. /-Apr. /5 Ta// Fescue 250 /bs./ocre 35 /bs, /0-/0-/0 fertlllzer//000 sq, fta (/500 /bs/acreJ removed, restored as exlstingq ond permanent/y vegetated as descrlbed in the stone slzes to produce o re/otive/y smooth, unlform surfoce. The flnlshed grade Apr. /5-Jun, /5 Hu//ed Common Bermudagross /2 /bs./ocre 40 /bs. 50% superphosphate//000 sq. ft. (/750 /bs/ocre) molntenance and vegetotive p/aneo of the riprap shou/d b/end with the surrounding area, No overfa// or protrusion of June /5-Auga /5 Ta// Fescue 250 /bs./acre Contractor must recelve permission by profect Inspector before any measures are rlprap shou/d be apparent, & Browntop Mi//et MM� 35 /bs./ocre 3J Dlsk nutrlents into soi/ to a depth of slx Inches unt7/ removedo or Sorghum-Sudan Hybrlds MMM 30 /bs./ocre surface Is unlform and free of larqe dlrt clods, MAINTENANCE MAINTENANCE Slopes (3;l to 2el) 4J Seedfng permanent grass, lnspect channels ot reqular Intervals as well as after ma or ralns and make repalrs Mar. l-June l Serlcea Lespedeza (scarlfTed) 50 /bsa/acre 3,0 /bsa KY-3/ tall fescue/1000 sq, fta (l30 /bso/acre) during Fo//ow the constructlon sequence throughout pro�ect deve/opment. Adequate eroslon 1 9 and sediment control measures must be Installed9 maintalned and ad °usted as needed promptly, Give special attentlon to the outlet ond Inlet sections ond other points and February l5 through May l5 or August l5 through during the demolitlon or clearing and grubbing phases as well as �hroughout the llfe of where concentrated flow enters, Corefully check stabillty at road crossings ond (Mara l-Apr. l5) Add Tall Fescue 250 /bso/acre November l5e and until�ermanent vegetatlon on the pro�ect is establlshed.Vyhen changes In look for 1ndlcatlons of plping, scour holeso or bank foIlures, Make repalrs (Mara l-Jun. 30J or Add Vyeeping Lovegrass 5/bse/ocre -OR- construction activitles are needed, amend the sequence schedu/e In advance to Immedlate/y. Malntaln a// veqetatlon od�acent to the channe/ ln a hea/thy, �Mar, /-Jun, 30) or Add Hu//ed Common Bermudagrass 8/bs,/acre 3.0 /bs. KY-3/ ta// fescue and 200 /bs. onnua/ ryegrass//000 malntaln manogement control, vigorous conditlon to protect the areo from eroslon and scour during out-of -bank Jun. l-Sep, l Tall Fescue M�M 250 /bs./ocre sq. fto during November l5 throuqh February l5. flow. Control of weed and brush growth may be needed In some locatlons. & Browntop Millet MM* 35 /bs./acre Notlfication of Land Resources Sedlment and Erosion Control Se/f -lnspectlon Program: or Sorghum-Sudan Hybrlds �MM 30 /bs./ocre �� iUulch seeded area with small graln straw at 90 /bs/1000 Sep, l-Mar, l Serlcea Lespedezo sq. ft. (2 tons/acre). Spread unlformly. Approxlmately/2 The Sedlmentatlon Po//utTon Contro/ Act was amended In 2006 to requlre that �unhu//ed-unscarifledJ 70 /bs,/acre of qround surface shou/d be vislb/e to avold b/ocking persons responsible for land-dlsturbin� activities Inspect a pro�ect after each & Tall Fescue 250 /bs./acre sunllght to seedlingso On areas where the ground phase of the pro�ect to make sure that he approved eroslon and sedlmentatlon (Nov. l-Mare lJ Add Abruzzl Rye 25 /bs./acre control plan Is belng followed. Rules detolling the documentatlon of these Consult Conservatlon En ineer or Soil Conservatlon Service surface equals or exceeds a 3el slope, ond fn the Inverts Inspections took effect October l, 20/0. To slmplify documentatlon of Self - g of all dralnage swales, tack mulch with ospholt emulslon lnspection Reports and NPDES Self -Monitoring Reports, o combined form Is now LAND GRADING �6o02i for addltlonal Informatlon concerning other alternatives for ot a rote of 450 gallons emulslon per acre of strow. avollablee The new form was developed to satisfy the requirements of the Sedimentation vegetatlon of denuded areas. The above vegetatlon rates are Pollution Control Act and the NPDES Stormwoter Permit for ConstructTon Activitles, those whlch do well under local conditions: other seeding rate 6� Mulch around shubbery and trees with pine straw to depth NCG 0/0000, Beglnning Au ust l0 20/3, the Dlvislon of Energy, Mineral, ond Land of 3 Inchese Resources is responsib/e �or adminlsterTng both the SPCA and the NPDES Stormwater combinatlons are posslb/e. Permlt for Constructlon Activitles> NCG 0/0000, The combined form shou/d make it coNsrRUCTioN sPECiFicarioNs M�M Temporary .- Reseed according to optlmum season for 7) Temporary cover easier to comply with self -Inspectlon requirements. deslred permanent vegetat7on. Do not allow temporary cover to l.0 /bs. brown top m1/let/1000 sq. fta May through August 25, l. Construct and maintaln all eroslon and sedimentatlon control practices ond grow over l2 inches In height before mowinq, otherwise, fescue -OR- The Combined Self -Monitoring form Is avollable as a PDF and Word document from measures In accordance with the approved sedlmentatlon control plan and mo be shoded out. l.0 /bs. annual ryegrass/1000 sq, ft. Auqust 25 through Apr//o the Land Quallty web slte9 http://portaloncdenr,org/web/lr/eroslon constructlon schedule, y /f you have quest/ons,p/ease contact the Land Qua/Ity Section at a DENR Reqlona/ 2, Remove ood topsoi/ from areos to be qraded and f1//ed,and preserve Off/ce at 9/9-707-9200, It for use � flnlsh/ng the grading of a// cr/tica/ areos. TOPSO/L/NG (6e�4� lf the same person conducts the land-disturbing octivi� & any related borrow or wast CONSTRUCTION SPECIFICATIONS activity ,the related borrow or waste activity shall constitute part of the land-disturbing 3. Scarlfy areas to be topsolled to a minlmum depth of 2 inches before octivify unless the borrow or waste activity Is regulated under the Mining Act of l97/, placing topsoTl, ti1ATERlALS or Is a landflll regulated by the Dlvislon of Vyaste Management. lf the land -dlsturbing activity and ony related borrow or woste activity areenot conducted by the same person, 4o Clear and grub areas to be filled to remove trees9 vegetatlon9 roots9 or Determine whether the quallty ond quantlty of avallable topsoll �ustlfTes selective Temporary seeding - Protect topsofl stockplles by temporarlly seedlng as soon they sho// be consldered seporote /and dlsturbing activities and must be permltted elther other ob�ectlonab/e materla/ thot wou/d offect the p/anned stabl/Ity of the fl//e hand/in Qua/It to so1/ has the fo//owin characteristicse as ossib/e, no more than 30 workln da s or /20 ca/endar da s after the throu� gh the Sedlmentotlon Pollutlon Control Act as a one-use borrow slte or through g° y p g p g y y the Minlnq Act, 5, Ensure that fIll moterlal Is free of brush, rubblsh, rocks> logs, stumps, formatlon of the stockplle. bu1/ding debrls, and other materlals Inapproprlate for constructing stoble fTllso Texture - loam. sandy loam, and sIlt loam are best9 sandy clay loam, sllty clay loam, clay loam, and loamy sand are folr. Do not use heavy clay and organlc Permanent ve�etotlon - lf stockplles will not be used withln l2 months they 6e Ploce oll flll In layers not to exceed 9 lnches In thlcknesso and compact soils such as peot or muck as topsoil, must be stobillzed with permanent vegetatlon to control eroslon and weed fhe layers as required to reduce erosion9 sllppage9 settlement, or other growth, related problemse Orgonlc matter content -�sometlmes referred to as "humlc matter"l should be MAINTENANCE PLAN qreater than l,5% by welght, SITE PREPARATION 7o Do not incorporate frozen materiol or soff or hlqhly compressible Acldlt H should be reater than 3.6 before llmin and llmin Is re ulred Tf Before s readln to soTl, establlsh eroslon and sedlmentation control ractices lo The Contractor shall check all eroslon and sedlment materlals Into f1/l slopes, lt Is less �an 6.0. 9 9� 9 � such as dlverslons, berms, dlkes, waterways, and sedlment boslns. p contro/ practices for stabl/fty and operatTon fo//owing every 8e Do not p/ace fI// on a frozen foundatlon9 due to possib/e subsldence and runoff producing ralnfall but In no case less than once every slippage. Soluble salts - should be less than 500 ppm. Grading - Malntoin grades on the areas to be topsolled according to the weeka Any needed repalrs wi// be made immedfate/y by the opproved p/an and do not a/ter them by adding topsol/. Contractor to malntaln a// practices as deslgned. A/so per 90 Keep olversions ond other water conveyance measures free of sediment Sodlum - sodlum adsorptlon rotlo shou/d be /ess than /2, Notlona/ Po//utant Dlschorqe E/Iminotlon System (NPDES) during a// phoses of deve/opment, Lfming of subsol/ - Where the pH of the exlsting subsoi/ Is 6a0 or /esso or the genera/ stormwater permit9 a roin gauge must be insta//ed The depth of materla/ meeting the above qua/Iflcatlons shou/d be at /east 2 Inchese sol/ is composed of heavy c/ays9lncorporate agrlcu/tura/ /Tmestone ln amounts on slte. The rain gauge must be kept onslte and Inspectlons /0. Hand/e seeps or sprinqs encountered durinq constructlon In accordance Sol/ factors such as rock fraqments9 s/opeq depth to water tab/e, ond /ayer recommended by soI/ tests or speclfled for the seedlnq mlxture to be used. by the Controctor must be made and logged ofter every half wlth approved methods, thlckness affect the ease of excavation and spreading of topsoll. lncorporate llme to a depth of at least 2 Tnches by dlsking, Inch of ralnfall ond once a week. llo Permanently stabillze all graded areas immedlately after flnal grading Is Generally, the upper part of the soIl, whlch Is rlchest In orgonlc matter, ls most RouqhenTnq - lmmedlately prlor to spreadlnq the topsoll. loosen the subgrade 2. The Contractor sha// remove sedlment from eroslon contro/ comp/eted on each orea In the gradlnq p/an, App/y temporary stabi/izat/on desirab/e; however, moterla/ excavoted from deeper /ayers moy be worth storing by diskln� or scorlfying to a depth of at /eost 4 Inches9 to ensure bonding of devices when storage capaclty hos been approxlmate/y 50% measures on a// graded areas when work is to be Interrupted or de/ayed for if it meets fhe other crlterla /Isted above, the topsoi/ ond subsoi/a /f no amendmenfs have been Incorporated9 /oosen f///ed, Grave/ wi// be c/eaned or rep/aced when the /5 workTng days or /onger, the sol/ to a depth of at /east 6 Inches before spreading topsoT/, sedlment poo/s no /onger dralns proper/y. Organlc sol/s such os mucks ond peats do not make qood topsol/, They can be 3. The Contractor sholl remove sediment from behlnd sllt l2, Show topsoll stockplles, borrow areas, and spoTl areas on the plans9 and identlfied by thelr extremely llght weighf when drya SPREADING TOPSOIL make sure they ore adequate% protected from eroslon. lnclude final fence when It becomes 0.5 feet deep ot the stablllzatfon of these areas in the plan, STRIPPING Do not spread topsoll whIle it ls frozen or muddy or when subqrade Ts fencee SI/t fence wi// be repalred as necessary wet or frozen. Correct ony lrregu/arltles ln the surfoce that resu/t from to molntoTn a barrler. MAINTENANCE Strlp topsoil only from those areas that will be dlsturbed by excavatlon9 filling9 topsoiling or other operations to prevent the formatlon of depresslons or roadbul/ding, or compactfon by equlpment. A 4 to 6-lnch stripp/ng depth Is common, water pockets, 4, The Contractor sha// fertl/Ize, reseed as necessary, and Periodica//y check a// graded areas and the supporting eroslon and but depth var7es dependln� on the slte, Determine depth of str/pping by taklnq mulch all seeded areas accordlnq to speclflcatlons In the sedlmentatlon control proctices, especlolly after heavy rainfalls, Promptly soil cores at several locations withln each areo to be strippeda Topsoil depth Compact the topso7/ enough to ensure good contact with the underlying sofl9 vegetative plan to maintaln o vigorous, dense vegetative remove all sedlment from dTverslon and other water-dlsposal proctices, lf generally varies alonq a gradlent from hflltop to toe of the slope, Put sediment but avold excessive compactlon, as it increoses runoff ond Inhibits seed cover. woshouts or breaks occur, repair them immediate/y. Prompt baslns, diverslons, and other contro/s lnto p/ace before strlppinq. qerminatione L/qht packlnq with a ro//er Is recommended where malntenance of small eroded areas before they become slgnlflcant gullles high-malntenance turf Is to be establisheda SeThe Contractor shall provide ground cover on exposed slopes is an essentlal part of an effective eroslon and sedimentatlon control plan. STOCKPILING or other areos wifhln 7 fo l4 days or sooner of completion On slopes and areas that will not be mowed> the surfoce may be left rouyh of any phase of grading, Refer to the latest NPDES Rules Select stockplle locatlon to ovoid slopes ond noturol drainagewoys, avoiding after spreading topsoil. A disk may be used to promote bonding at the interface dated August 20// for more Informotlon on ground stobl/Izotlon trafflc routeso On /arge sltes9 respreading Is easier and more economlca/ when between topsoil and subsol/, requirements. Permanent ground cover Is to be provided for topsoll Is stockplled In smoll pIles located near oreas where they will be used, a// dlsturbed areas withln 7 to /4 days or sooner fo//owinq A// stockpi/e areas used sha// be stabl/Ized with sI/t fence ond seeded, After topsol/ opp/icatlon, fo//ow procedure for seedbed preporatlon9 taklnq care completlon of constructlon or development, to avoid excessive mlxing of topsoil Into the subsolle Sedlment barrTers - Use sedlment fences or other barrfers where necessary to 6, The Clty of Go/dsboro contact Is Bobby Croom, f9/9� 580-4278, retaTn sediment. PRCPARED IN TI�1E 0��1� C O�o PROJECTo ' NEW HOPE ROAD MULTI—USE PATH E R O S I O N C O N T R O L i��'��E�� ''`�� DO NOT U5E FOR Rd W ACQUISITIDN REV. Noee REVisioN: �ATEe oRAwN BY: cHECKEO Bve P�ELI�'II�T.��Y FI..��T� N 0 T T 0 S C A L E ��'�� This document, together with the concepts and designs presented herein, as an instrument of service, is DETAI LS IDo N�T usE Fox coNSTxocT�ox intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � C , -, shallbe wi�hout liabi�ity to Kimley-Horn and �ssociates,Inc, P�� B�x 3��6g — RQ�! IGHo NQRTh C,qR��INA �763�-3�� oQ NuMQ�R: stiE-T NuMaER: copyr�gn� K�miey-Horn a�-,d A�so��artes9 �r��o9 zo is PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 0 � �746024 EC�-9 c � � � � � � � � � � � � a� 0 I � a� Z i 0 L � C v C 0 ,� 0 L W -� N � � c 0 � .� 0 � � 0 � � 0 0 � � 0 a> � � � j � a� 0 Z � � z � N O � � � O � 0 � 0 0 � i J Q � � Y � O N \ \ � � 8°— o�� M A xi M u M � HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6. 51) V��IAB�E AS DIRECTED BY THE ENGINEER / CONSTRUCTION SPECIFICATIONS / l. As synthetic fob�ic, use a p�evious sheet of nylon, polyester, o� ethylene yarn - extro strength � S I�T FE N C E �A B R I C �50 /b/l inch minimuml - that contains ultraviolet ray inhibitors and stobilizers. Fabric should be MINIMUM 10 GAUGE � �� , �� INSTALLED TO SECOND �� sufficiently porous to provide adequote droinoge of the temporory sedimentpool. Burlop moy be � I N E W I R E S i W I R E � R 0 M T 0 P � M I N I M U M 1 2 ��2 G A U G E used f or short -term opplicati ons. lt must be replaced every 60 doys. I N TE R M E D I A TE WI R E S 2. Cut fabric f�om o continuous roll to eliminate joints. 3. For stakes, use 5-foot steel posts. � 4. Spoce stakes evenly around the perimeter of the inlet a maxlmum of 4 ft oport,ond securely __ � - d them int the nd im t 24 in he d �' A' rive ° o g�ou , opp�ox ° a ely ° c s eep. "=I I I-1 I I-1 I I- I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I L=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I L=1 I I-1 I I-1 I I-1 I I I I I-1 I I-1 I 1=�"- '-' i I-1 I I -1 I I- i�'_"'_"'_' ��=i i i=� ��_� ��_� ��_� ��_"'_"'_� ��_� � i=i i i=i i�_� ��_"'_"'_"'_"'_"'_"'_� i i=1 I I-1 I 1=1 I�-" 5 Place a 2 foot fl p of W re mesh under the g ovel for anchori g ' I I- I I I- � -1 I I I I 1= • o i r 'n . iill - �II 11= 6. Fosten fabric securely to the stokes ond frome. Joints must be overlapped to the next stake. I I I� F R 0 N T VI E W II I 7. The top of the frome ond fabric must be well below the ground elevotion downslope from II I =1 =1 I1= the drop Inlet to keep runoff from bypossing the inlet. lt may be necessary to bulld o temporary I I1= I I I I dike on the down slope slde of the st�uctu�e to p�event bypass floW. tilaterial f�om Withln the I I_I =1 =1 I 1= ST ANDARDIZED MET AL III_ Illi III _ III� sediment pool moy be used for diking. POSTS 2'-0" lN GROUND ,;,111,;,111= II,;,III,;,II 8. #57 washed stone shall be pold for at the controct unit prlce per ton "Sediment Control Stone." STEE� POST WOVEN WIRE FABRIC MAINTENANCE lnspect the fob�ic bo��ie� after eoch �ain ond make �epoi�s os needed. S I� 1 � C N C E � A Q I� I C GALV AN�ZED HARDVV ARE W lRE — � Remove sediment from the pool orea as necessory to provide adequote storoge volume for the EXTENDS TO TOP OF BOX _ next rain. iake care not to damage or undercut the fabric during sediment remova/. NOTE: ° � � USE SI�T FENCE ONLY WHEN DRAINAGE AREA ;� � � ��!I � S�OPE DOES NOT EXCEED 1�4 ACRE AND NEVER IN � z � METAL POST - AREAS OF CONCF�N�II�AI�FD ��OW. � � � FO�=� RE�AIR 0� `�I�� f�-EN�'�E F�AI�U�ES �� US�-� REINFURCED SI� I F�NCE OU i��7 DE 1 AI� o �' GRADE �°�°° ° ° o I-1 I 1=1 I I = i i i-� � �-! ��- �� '-111=1 III'-i��_,II-�' 6" MINIMUM COVER � I11='' %4" HARDWARE � ° =1111 11111��= OVER SKIRT � 2' ��o� n� o � I I 1- ' 3� CLOT H � �a. II �ANCH�R SKIRT AS #57 STONE � °�o � �-b0 ��' j�� IRECTED BY ENGINEER � �o � o � 0 _� � �- a ogao C� � o °� —� lii III 2 ^ �� O /6„ c'� o � � iTi—iTi � � �� n �� o � O� � � S I D E VI E W �° e� � �� °�$ � o�� _ �� o � o ��.o�� o � �� STANDARD TEMPORARY SILT FENCE 2� 2 — — � #57 WASHED STONE PLACED TO A HEIGHT OF l2"-l8" MIN. ABOVE TOP OF BOX � FI�TER 0� 1 I�ICH DIAME�ER � � 0 0 0 000 0��-g 00�� 0 � o 00 0 0� o0 ,� 57 WASHED STONE��o°O°��o°a��oo$.�,�gop°� oo�O�Jo°��°opO°�' �o°�o�0°�0°8000 �oo 0 � , `�' o `b oogOo � -�� oo°�°p�o o°o�o °�� \ r� � ��ooO��.�,U�o °�°oo ( � �� °�°� �o� o.c. Max�MuM ; �8 �o o � z o oop8op� °� � ° o�o�o VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST �OTE: op o��p �� a�0 0 0�o SILT r�ENC� �AQF�IC TO OV1=R�A� o o° �°O o �0°0�00 0 °�� oo$oo o O °o � o�a� 0 800 0 0 °oo$o I'% O V E N W I R E F A B R I C ��'ARDWARC CLOTI�� QY "I? INCHES � o° C1'O° o o�o°�oo °o°o O° o0opo0 000p ORANGE,UV RESISTANT, `� °�° Oo 0 0 0 0 ooO0000��O�O �� o° 0 00 � y 0°80 ° 8 �80 08 ° 80 °�08° �Ooo o °�$Oo�� °o° HIGH-TENSILE STRENGTH, \O� o�� o� aa ° O ppO0� 0 0 0 0 op o o �� `�,�po AR ING IGN POLY BARRICADE FABRIC (TYPICAU f 1 °�°O o� 000 o g�� S��O � OKJ�O � �� 0 ° �O �°��OO°pOvO� � �AR/yl�yG S�GN � �. ` �_ � � N �, �_ � .� � � —�� o o � O O DO NOT NTER WIRC ��-NCC �� HA�DWARE C�OTH � c-. . �- � �SI�T FENCE �ABRIC ��.C-� �ENLE PUST o z ON WIRE �ENCE � HARDWARE CLOTH ON WIRE FENCE "� p � �I�TER OF 1 INCH DIAMETER PLAN VIEW = ."�� 57 WA�HLD �'0\E � o � RADE o° 00 � � �iii� �� — — — — — _ — — = II _ �I1=111 �— — ,� �ow �ir��cT�oN o o°$°oo �� TEE� FENCE �osT s�T - I I I I1= I I I1=''. —� °��o ° o$o� I I I I I ORANGE, UV RESISTANr. —� � ° I= o° ° o� p HARDWARE C�OTH MAXIMUM 2 FEET APART � - HIGH-TENSILE STRENGTH, o� o� �g , G-�ADE �WIRE FEfJCE '�-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1-1 I 1=1 I 1= � �-� ��- POLY BARRICADE FABRIC (TYPICAU N �� : �� —� � �= '� i 1-1 I L-I I I-1 I I-1 I I-1 I 1- — � i I 1=1 I I I- __ � � �— �; �—� -'�i-111-111=�i�- � Ip �III= �„ "'—" FRONT VIEW SIDE VIE I N -- I� i i 40° NOTES S I D E V� E W I I S I� T F E N C E 3„ W ARNING SIGNS T 0 BE MADE OF DURABLE, W EAT HERPROOF MAT ERIAL. LETTERS TO BE 3" HIGH MlNIMUM,CLEARLY LEGIBLE AND SPACED AS DETAILED. �_I � A B R I C � S/GNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. OVER�AP ��`�A�� 4" PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER. �� 2 FOR TREE PROTECTION AREAS LESS THAN 200' lN PERIMETER,PROVIDE NO LESS THAN ONE "��"ES ��c"�� 3�� TREE PROTECTION AREA sicN PER PROrECrioN aREa. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. C��[ 4 �8 MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ' i i=� � �-1 I I-1 I I-1 I I 3" D O N OT E N T E R ADDIT IONAL S/GNS MAY BE REQUIRED BY T HE CITY OR NCDENR. -' ��_� � I- - BASED ON ACTUAL FIELD CONDITIONS. � - 4" SIGNS SHALL BE lNCIDENTAL TO THE FENCE. , - - - - - - - _ � _ _� _ �_ _� _ - - - - - - - - "=i I 1=1 I 1=1 I�I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I i-� � �_ . I 1=1 I I-I I I I-1 �'=i I 1=1 I 1=1 I 1="'=' � i=l I 1=1 I 1=1 I 1=1 I I =1 I 1=1 I 1=1''� � I 1=1 I I� < F=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I. �� -"'-1 I I_ � F=� "-I i �- -i I 1=1 I 1=� � I I I-1 I I-1 I'� W A R N I N G S I G N D E T A I L =1 I 1=1 II EI I 1=1 I 1=1 I 1=1I 1=1 I 1=1 I 1=1 I 1=1 I1=! I I -1 I�I I' ' I 1=1 I I� 1=1 I 1=1I 1- =1 I I� �-1 I 1=1 I I-1I I� �I I I �I I i="'-"'_� I I_. I e I 1 e I� _�=1 I I-� I I1=1I 1= I I 1=1 I° I I I_I I 1=1 I 1= -=1 i- -1 I 1=1 I I- °=1 I 1=1 I i � -I I 1�=1 I I-I �' �J �J -I I 1=1 I I I 1=1 I I-' N C� I��: �� I I-1I -I I I-1I1- N 0 TE: I I-1I I-_ I I I-�' USE SI��T f�NC-L OU�I��-IS ON�Y WI-I�N ��-��-��- BURY WIRE FENCE, HARDWARE C�OTH, -"'-1.11-��I=1�' ACRE AND AR �R DOS A� OW�AREA� �U E FRONT V�E�I�I AND TREN�I�NCE FABRIC 6 INCHES INTO TREE PROTECTION DETAIL AS A I�FPAII� OF SI�T FCNCE �AI�URES. STANDARD SILT FENCE OUTLET PRCPARED IN TI�1E 0��1� C O�o PROJECTo ' NEW HOPE ROAD MULTI-USE PATH E R O S I O N C O N T R O L i��'��E�� ''`�� DO NOT U5E FOR Rd W ACQUISITIDN REV. Noee REVisioN: �ATEe oRAwN BY: cHECKEO Bve P�ELI�'II�T.��Y FI..��T� N 0 f T 0 S C A� E ��'�� This document, together with the concepts and designs presented herein, as an instrument of service, is DETAI LS IDo N�T usE Fox coNSTxocT�ox intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � C , -, shallbe wi�hout liabi�ity to Kimley-Horn and �ssociates,Inc, P�� B�x 3��6g - RQ�! IGHo NQRTh C,qR��INA �763�-3�� oQ NuMQ�R: stiE-T NuMaER: copyr�gn� K�miey-Horn a�-,d A�so��artes9 �r��o9 zo is PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 0 � �746024 EC- �0 c � � � � i U N I � � I � a� O I � z � 0 L � C v C O ,� O L W i � � N � � C 0 � � .� 0 � � 0 � � 0 0 � � 0 � a> � � � � � 0 z � � z � � N O � � � � 0 � 0 � 0 0 � J Q � � 0 om H � < � H Z 7��p r�TI�C� Hz�=D ��n� ?�zDm 2�0� z�,,o�� DDD �� o � z � � � � < m mz r �' r H \ / � O = Z � � D � z C D n � �� H o Z D � mz z� � � � � Z C'� m iHEET 1 OF 1 1607.01 0 om H � � H' Z 7��p r�� Hz�=D ��n� ?�zDm 2�0� z�,o�T �DDD � � � � i Z � N m � Z m� � H �� a= r cn � N D � z H D r� r ° H Z � � � H D Z � N � � z° iHEET 1 OF 1 1630.06 / NOTES 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE ENGINEER. 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE r�-rr�r n �� n n �tv V VI VLVi1�IL1• 1 VVI• � ��va� v FILTRATION GEOTEXTILE NOTES USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL STONE. PROVIDE STABILIZED OUTLET TO STREAM BANK. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE SPECIAL STILLING BASIN ABOVE NATURAL GROUND. � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe Q This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 NOT TO SCALE z o� H � H Q Q H��V L.LJaHz oo�x WQQ�'-= QU��H � c~n�11o� O��Q z , > °C 1 aH w� � o W V Z o� Q o � � � C� Z z W � a Z � O o H � V o � z � H � � Z O n c� � J J � W w > Q OC c� iHEET 1 OF 1 1607.01 Z o� �� Q Q H��V L.LJaHz 00�2 WQQ�'-= QU��H H H 2 Z w cnr11o� O�CAQ Z ,�� 1 aH w� i � � Z O �..� �� za �m Q� �c z � �..� J Q 1—I o � z � H � J = H � v � � W �a w tn SHEET 1 OF 1 1630.01 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 - RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 EXCELSIOR WATTLE 2' ( MAX . ) WATTLE DETAIL _.G�1� SLOPE - � ISOMETRIC VIEW 2' UPSLOPE OTA I!C EDGE OF PAVEMENT NATURAL GROUND 2 IN. MATTING ��„�.� CROSS SECTION VEE DITCH 2' UPSLOPE STAKE NATURAL GROUND �' KY�X � ��;>>;>� ��.�� ;�, �> � ;��> Z �,; > >:... , � �• . ��" ' � 2' DOWNSLOPE CROSS SECTION STAKE TRAPEZOIDAL DITCH EROSION CONTROL DETAILS I�T��I�LE�1`E �L.��T� DO NOT U5E FOR Rd W ACQUISITIDN PI�ELI�II�T.��Y F1..��T IDO N�T USE FOR CONSTRUCTION FLOW -- N� � �� S�H�� NOTES: USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 18" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. INSET A INSET B TOP VIEW PROJECTo NEW HOPE ROAD MULTI-USE PATH JOE3 NUMf3�R: 0 I 1746024 (EB-5508) s-.E-T NuMaER: � � - I I c � � � � i U N I � � i � a� 0 I � z � 0 � � c v c 0 ,� 0 L W -� a� r � C 0 � .� 0 L � i � � 0 0 � � 0 � a> � � � � a� O Z � N z i N O � � O � O � � 0 � i J Q � � STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION SfeEi c..,..,,. n....+ Washec _. _.._ . ... _. Across P1pe lnlet Upstream End of ��_�..., n��n— , �. , � -,,� , . , . .,. , . .,, , . •.' . .' . . - �� '� °� ,�. .', � . ', . , ' ' ' � � ��i _ •� �.�� , .�e • . '�• , ' .., • � . .', ' • a ��. , � -�•e , .�, ' • �.' . . . • - .. � •�'�'s , � � �, ' �rdware Cloth Overflow l/3 Plpe Di ameter STONE FILTER INLET PROTECTION WILL BE CONSIDERED lNCIDENTAL TO THE CONTRACT UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION. 1�lPDES GE1�lERAL S TORM WA TER PERMI T S 4IL S TABILIZA TI01� TIMEFRAMES S/T E DESCR/PT /ON ST AB/L/ZAT /ON T/ME T//I�IEFRAME EXCEPl /ONS PERIMETER DIKES9 SWALES9 DITCHES AND S�OPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 201914 DAYS ARE ALLOWEDo SLOPES 3olOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTHa ALL OTHER AREAS WITH S�OPES F�ATTER THAN qol 14 DAYS NONE9EXCEPT FOR PERIMETERS AND HQW ZONESo � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe Q This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION T.� .. ,. ,-. L. „� �+� � � m � � �' �� Storm Droin , �a �a �a 'a• • °� �.� � . �'�.' '•'-�- �a ' . � - a � a • . . a •'a . • , . .'a • , . � , . '• , . a �•a _�,a a .'a . , ' , • • / ' � .� - • • a � . , . . a .'a • . a �•o , �. a' • • � .� � , . . � - , . � • w .,'' , 4 � a . � — — — — — — r tt m f Pl � �� Bu y Bo 0 o ywood 3/4 Exterlor Plywood PLYVy00D INLET PROTECTION WILL BE CONSIDERED lNCIDENTAL TO THE CONTRACT UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION. NOTEa USE INLET TUBES ,�� NCEDED TO PREVENT SILT AND DEBRIS FROM ENTERING WLETS DURING CONSTRUCTIONo I IU U I JH�,IA IIV LL I PROT ECT lON (SEE DCTAIU �NI I Ut�� LT FENCE -EDEDJ GUTTER 'EIGHTED SEDI MENT TUBE Inlet l�ubes f�aterials Use inlet tubes that exhibit the foliowinc properties: °roduced by a Manufacturer experienced in sediment tubF, rv�anufacturing. Composed of compacted geotextiles, curled excelsior wood, natural coconu�i (ibers or hardwood mulch or a mix of these materials enclosed by a ilexible netting material. Do not use straw, straw fiber, straw bales, pine needles or leaf mulch under this specification. Utilize an outer netting that consists of seamless, high–density polyethylene photodegradable materials treated with ultraviolet stabillzers or a seamless, high–density polyethylene non–degradable materials. Installation: Install inlet tubes lying flat on the ground, with no gaps be'tween `the underlying surface and the ir�let tube. Inspection and Maintenance: Inlet tubes may be temporarily moved during construction as needed. Replace inlet tubes damaged during installation as directed by the Inspector or Manufacturer's Representative oi the contractor's expense. INLET TUBES "SILT SOCK" No i �ro scA�E EROSION CONTROL DETAILS 1 1 � 4 F� 7 I�T��I�LE�1`E �L.��T� DO NOT U5E FOR Rd W ACQUISITIDN PI�ELI�II�T.��Y F1..��T IDO N�T USE FOR CONSTRUCTION LOOPS SIZED FOR 1" REBAR. LIFT �� FILTER BAG FROM � INLET USING REBAR FOR HANDLES. OVERFLOW HOLES & (OPTIONAL) � � �`` � il ! � '� ' M � ,,_ ; �.; , ,, , � �`� ' �'�'��:� • �'. � •' '�'� ; ;. ;-�,�. �, ,� . .,. o�`�````� ` ``' � � �`��.�� ■ ; � • � • , . 1 � i� � . . �� . .I �i . . / � �, M 1 � � �, �� I i Ar� _ �� . � � � �u .��,. GEOTEXTILE BAG —� 1/4" BRIGHTLY COLOREC NYLON ROPE EXPANSION RESTRAINT 2"X2"X3/4" � RUBBER \ b� BLOCK (TYP) � � �o � �� < .� �e�� ISOMETRIC VIrW 1 /4" BRIGHTLY - COLORED NYLON ROPE EXPANSION RESTRAINT EMPTY FI�TrR SACK W'��N BRIGHT�Y CO�ORED ExPA�sioN �ES�r�niN�� c�N �;c �oN��K �E ��EN. GEOTEXTII_� Wll_I 13� A WOVFN PO�YPROPYLENE FABRIC THAT MEE�I��S 0:� EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TAB�E. AN 01� ADSORBENT PAD OR PI��OW CAN BE I��URCHASED WHEN 01� SPI��S ARE A CONCE�N. INSPECT PER REGULATORY REQUIREMCNTS. THE WIDTH, "W", OF THE FI�TER SACK WI�� MATCH THE INSIDE WIDiH OF THE GRATED INLET BOX. THE DEPTH, "D", OF TNE FI�TE� SACK WI�� BE BETWEEN 18 INCHES AND 36 iNCNES. THE �ENGTH, "�", OF IHE FI�TER SACK WI�� MATCH THE INSIDE �ENGTH 0� THE GRAIFD IN�� T BOX. N� � �� S�H�� l/3 Pipe Di ameter SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACE. i L � , � � L ,• L• � E�EVATION VIEW �'POFI�E VIEW OF INSTA�LED FI�TER SACK LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION AST� D-4632 20 % PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE AST� D-4355 80 7 APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLONI RATE ASTM D-4491 40 GAL/MIN/SQ FT PERMITTIVITY ASTM 0-4491 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE AST�1 D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 FILTER SACK INLET PROTECTION Nor To scA�E PROJECTo NEW HOPE ROAD MULTI-USE PATH JOE3 NUMf3�R: 0 I 1746024 (EB-5508) s-.E-T NuMaER: � �- I? c � � � � � a � � i I � a� 0 I � Z � 0 � � C v c 0 ,� 0 L W -� a� r � c 0 � .� 0 L � 0 � 0 0 � � 0 a> � � � j � a� 0 Z � a� Z I N O � � � O � 0 � 0 0 � J Q � Y 0 om �� ' z 7o�Op r0�� z�=D ��n� =�zDm 2�0� z,�� • � Q H �DDD �� U' o z: m � � m az � r H � �D = � D �z V� °y H o r � p � � � mz C�i � � � � � � m 0 iHEET 1 OF 1 1633.01 2" TO 3" � COARSE AGGREGATE (6" MIN DEPTH) SEDIMENT CONTROL STONE STRUCTURAL STC RAILING (6" M�N) FLOW 1' MIN �'o �s �� Gc, 0 �s � � �2 �� -�� c��. MAT OVERLAP PER - MANUFACTURE SPECIFICATION �f.`7�I�li �:�[�1�11� PLAN 2/3 CHANNEL WIDTH SECTION A-A NOTE USE CLASS B EROSION FOR STRUCTURAL STONE. USE N0. 5 OR N0. 57 CONTROL. ��2 � �QG�� -5- MUD MAT �F�'`��, � o� �o�� 0 RAILING F �'Q L � 6„ M � N)� G`s�.s,'�'%��, MUD MAT DETAIL � REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe Q This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for which It was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be wi i hout liabilfty to Kimley-Horn and l�ssociates, Inc, � Copyrigh � Kimley-Horn and Associatesg Inco, 20 15 CONTROL STONE STONE FOR SEDIMENT 1' MIN H 0 12" H= 2' M I N °��° �° �,��, o _ o° o° o° �° °�° °��o = m= _ _ SECTION B-B z o� �� QQ �o~C�U L.LJ�H Oo�=z � � wQQ�x Q U � O � � CAH�OJ O�CA� z � � �� w� � o C a � � 0 � � z � � W Z � � o� p J o � z � Cn � 2 � � � H J � W � � W H SHEET 1 OF 1 1633.01 NOTES: 1. MUD MAT(S) SHOULD BE LOCATED TO PROVIDE FOR UTIUZATION BY ALL CONSTRUCTION VEHICLES. 2. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD INTO WETLAND. 3. MUD MAT(S) SHALL BE UTILIZED IN WETLAND AREAS TO LIMIT IMPACTS FOR BRIDGE AND BOARDWALK CONSTRUCTION. FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED BY THE CONTRACTOR. 4. NUMBER AND LOCATION OF MUD MATS TO MINIMIZE IMPACTS OR DETERMINED BY THE ENGINEER. 5. CONTRACTOR MAY SUBMIT ALTERNATE MUD MAT FOR APPROVAL. 6. CONSTRUCTION ENTRANCE APPROACHES TO MUD MAT SHALL BE INCIDENTAL TO THE MUD MAT PAY ITEM. �'o �s�. �G c-��, �s/�2 �2 �� -9� c�F , -��v- � ?��og� G�� o o �\ � O O�oo ��, J�<v 00 o G�\�� O� ��J��P �o��GO� O� �� J\e� �,° PRCPARED IN TI�1E 0��1� C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 STAPLES � STRAW BALE BINDER WIRE SANDBAG (2 PER BALE) 10 mil PLASTIC LINING � 10 mil PLASTIC LINING PLYWOOD � NATIVE MATERIAL 48"X24" BLACK LETTERS \ i I I I I I�I I' SECTION A-A _` � (OPTIONAL) PAINTED WHITE� � 6" HEIGHT ?' � NOT TO SCALE � � �- � FLAGGINGO�N -1II�-II-I�—II'� �BERM � � CONCRE E� � LAG SCREWS 3 SIDES � SECTION B-B I I WASHOUT �� o' MiNiMUnn - NOT TO SCALE � M TOOD OKES � � O O O O (2 PER BALE) 36" WOOD POST � 10' MINIMUM 3.5"X3.5"X8' �Y � SANDBAG -1 I I'- I I I I—I I I 1=1 I I I- I I'r=1 i � o --�� o _� o _¢i o 0 36�� i A A B /- � / � B VARIES � °� � °� CONCRETE WASHOUT O � � SIGN DETAIL I (OR EQUIVALENT) PLAN / 0 I� NOT TO SCALE VARIES � o � o U � � � � � A / \ BERM ��( ��( 2 U O O O O /\ /\I � % �°� �°I ' �o mi� P�AST�c uN�►vG � TYPE "BELOW GRADE" � �_ � � �_ $� 1.12" DIA ___o� o —�� o �� o �� o —� o STEEL WIRE --� —� —� —� � 10 mil PLASTIC LINING STAPLE � 10 mil PLASTIC LINING PLAN STRAW BALE DETAIL NOT TO SCALE (TYP) WOOD FRAME SECURELY i FASTENED AROUND SECTION B-B „ „ ENTIRE PERIMETER NOT TO SCALE TYPE ABOVE GRADE WITH STRAW BALES WITH TWO STAKES � 10' MINIMUM— ►{ TWO-STACKED lil � 2X12 RO GH � � WOOD FRAME � C �� ^ B B � C� � NOTES o � � - - m � O 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. � 1l VARIES � STAKE � o CA 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED ; (TYP) N Q�J WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT � C C7 0 � � FACILITY. � < � D� �' � n1 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE N U) � � WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE _� � �= OF THE WORK AND DISPOSED OF OR RECYCLED. O O� � z 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE � N � m .� —I CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE � WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND � PLAN TYPE ��ABOVE GROUND�� STABILIZED TO PREVENT EROSION. 10 mil PLASTIC LINING ' NOT TO SCALE �/�/ITH WOOD PLANKS � EROSION CONTROL DETAILS I�T��I�LE�1`E �L.��T� DO NOT U5E FOR Rd W ACQUISITIDN PI�ELI�II�T.��Y F1..��T IDO N�T USE FOR CONSTRUCTION PROJECTo NEW HOPE ROAD MULTI-USE PATH JOE3 NUMf3�R: 0 I��O�� (EB-5508) s-.E-T NuMaER: �C- 13 C � � J I Q � I � L I � � � Q O Z � N Z i U � � i O � � O O � t � O � N � � � � � � 0 Z � � Z I � N O � � � O � 0 � � 0 0 � i J Q � � 70 60 50 40 30 20 10 0 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 10 20 30 40 50 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 70 60 50 40 30 MULTI-USE PATH AND ROADWAY CROSS SECTIONS 20 10 0 10 �; o � o 20 30 40 50 PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: ��0� C � � J I Q � I � L I � � � Q O Z � N Z i U � � i O � � O O � t � O � N � � � � � � 0 Z � � Z I � N O � � � O � 0 � � 0 0 � i J Q � � 70 60 50 40 30 20 10 0 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 10 20 30 40 50 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 70 60 50 40 30 MULTI-USE PATH AND ROADWAY CROSS SECTIONS 20 10 0 10 �; o � o 20 30 40 50 PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: X —2 C � � J I Q � I � L I � � � Q O Z � N Z i U � � i O � � O O � t � O � N � � � � � � 0 Z � � Z I � N O � � � O � 0 � � 0 0 � i J Q � � 70 60 50 40 30 20 10 0 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 10 20 30 40 50 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 70 60 50 40 30 MULTI-USE PATH AND ROADWAY CROSS SECTIONS 20 10 0 10 �; o � o 20 30 40 50 PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: X —3 C � � J I Q � I � L I � � � Q O Z � N Z i U � � i O � � O O � t � O � N � � � � � � 0 Z � � Z I � N O � � � O � 0 � � 0 0 � i J Q � � 70 60 50 40 30 20 10 0 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 10 20 30 40 50 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 70 60 50 40 30 MULTI-USE PATH AND ROADWAY CROSS SECTIONS 20 10 0 10 �; o � o 20 30 40 50 PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: �Q C � � J I Q � I � L I � � � Q O Z � N Z i U � � i O � � O O � t � O � N � � � � � � 0 Z � � Z I � N O � � � O � 0 � � 0 0 � i J Q � � 70 60 50 40 30 20 10 0 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 10 20 30 40 50 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 70 60 50 40 30 MULTI-USE PATH AND ROADWAY CROSS SECTIONS 20 10 0 10 �; o � o 20 30 40 50 PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: X-5 C � � J I Q � I � L I � � � Q O Z � N Z i U � � i O � � O O � t � O � N � � � � � � 0 Z � � Z I � N O � � � O � 0 � � 0 0 � i J Q � � 70 60 50 40 30 20 10 0 10 20 30 40 50 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 MULTI-USE PATH AND ROADWAY CROSS SECTIONS �; o � o PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: X —6 c o, � N J I Q � I � L I � � � Q O Z � N Z i U � � i O � � O O � t � O � N � � � � � � 0 Z � � Z I � N O � � � O � 0 � � 0 0 � i J Q � � 70 60 50 40 30 20 10 0 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 10 20 30 40 50 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 70 60 50 40 30 MULTI-USE PATH AND ROADWAY CROSS SECTIONS 20 10 0 10 �; o � o 20 30 40 50 PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: X —7 c o, � N J I Q � I � L I � � � Q O Z � N Z i U � � i O � � O O � t � O � N � � � � � � 0 Z � � Z I � N O � � � O � 0 � � 0 0 � i J Q � � 70 60 50 40 30 20 10 0 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 10 20 30 40 50 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 70 60 50 40 30 MULTI-USE PATH AND ROADWAY CROSS SECTIONS 20 10 0 10 �; o � o 20 30 40 50 PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: i c o, � N J I Q � I � L I � � � Q O Z � N Z i U � � i O � � O O � t � O � N � � � � � � 0 Z � � Z I � N O � � � O � 0 � � 0 0 � i J Q � � 70 60 50 40 30 20 10 0 REV. Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 10 20 30 40 50 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 — RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F—o io2 70 60 50 40 30 MULTI-USE PATH AND ROADWAY CROSS SECTIONS 20 10 0 10 �; o � o 20 30 40 50 PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: X-9 c o, � N J I Q � � � L � � � 0 z � z v � � � 0 � 0 0 � � 0 � � � � � � � 0 Z � z � N 0 � � 0 � 0 � 0 0 � J Q � � �■■■■■f1■■■� ■�■■��■■■■�■■■■°�■■■■�■■■■■■■■■■■■■■'■■■■■■■■■�1■■■■�■■■■'■■■�■■■■■�1■■■■■■■■■'■■■■■■■■■�1■■■■■■■■■'■■■■■■■■■�'■■■■■■■■■■'■■■■■�■■■■'■■■■■■■■■■1■■■■�■■■■'■■■■■■■■■■1■■■■�■■■■'■■■■■■■■■■�■■■■�■■■■■■■■■■■■■■'�■■■■�■■■■'■■■■■■■■■■` '■�■■■ ':::' ::::::.� CT.::::::'�:::::CCC� C'�: �'�:C'� �:CCC : :�_ � .. � . .� .� .' . . � . . . �� . _ . ..0 . . . . _ .�..0 . . . . ..� �....=�..0 ... ... 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Noee REVISION: DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the specific purpose and client -For which it was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Assc�ciates, Inc, � shall be without liabilfty to Kimley-Horn and Associates, Inc, � C�pyrigh � Kimley-Horn and Associatesg Ir,�co, 20 15 20 30 40 50 �'RCf'ARCD IN TIIC O��I�C O�o ■ � PoOo BOX 33068 - RQ�FIGHo NORTH CQRO�INA �763F-306� PHONEo (9 19) C77-2000 �,�Xo (9 19) 677-2050 FE Noo F-o io2 MULTI-USE PATH AND ROADWAY CROSS SECTIONS �; o � o PROJECTo NEW HOPE ROAD MULTI-USE PATH (EB-5508) JOE3 NUMf3�R: 0 I 1746024 s-.E-T NuMaER: x -io � O N V M - �i - z - � o! � ��" — `—� a ', �� ;� �, 6 ... J,.� ' ---- ��" �- . ; , , _ , �_ , �� ro� � � _ _ _ , .yy .._ � _ _, ��Rp - � I . , , ' qp �, _ . , � -' __ � �_ o��'� � BEC�I�1 PROJECT � �'li � � . �o�\ . �¢ �- � �_ �� 3P i , � � ��, , d I�' S F o- ��," �Ci' .P y � 2� _ '\ � �� j�t� ♦ � o °p�'� �'�r ' END PRO�ECT �� ' � ��. � _ �� . �C�N(IMITS�� _ �� y, � . �1"-�, � i � o �� ' � - � < � � �\ � r�,� � i � � �� V r T� ' � y � �. , _ ,� ` �i , �� ,_ , �� . :_ � � ��_ VIC�IyITY �AP GOIDSeORO,WAYNE COUN7Y I�TS BEGIN PROJECT EB-5508 -Ll- STA 10 + 04.58 OWNER: CIIY OF GO�_USBORv 200 NOR?H C[N i ER STRE[T GOLDSBORO.NC27530 3088Y CROOM, P,E. 9i9-680-42�8 ncroom@goidsboronc.gov ENGINEER: RIMLEY-HORN ANC ASSOCIATES, ING. 3007 WESTON PARKWAY CAR�.NC2�513 JASON IAWINC, P,E. 9�9.877.2?53 jason.lawing �kim�ey-hom.com SURVEYOR: ciTV oF r,oi nsaoao �CO NORTH CFNTFR STRFF- GOI �SR030. NC ii�30 RONNIE GOL=V 919-750-i121� �co�e y�g o I d sb� ro � c.go v GEOTECHNICAL: FALCON ENGINEERING. INC. 7270 -RWI7Y ROAD SUITE 110 RALEIGH. NC 27607 JFRFMYtIAMM r.E. D 7 �.302.9758 hzm.m@falconenqineers.com SCOTT STEVENS CITY MANAGER \ 7 '•� Q �0^�\ �� 1y �P � � I NEWHARE DRIVE � v �) ��' ��o a �� CITY OF G4LDSBORO NEW HOPE ROAD MULTI-USE PATH (EB-5508) LOCATION: FROM HARE ROAD TO WAYNE MEMORIAL DRIVE TYPE OF WORK: GRADING, PAVING, DRAINAGE, PAVEMENT MARKINGS AND EROSION CONTROL BUFFER IMPACTS m a < � n S 4 s �� 2 \i �� NEW (SRO1003)OAD (�\ \ � o? �y cz Zm �� O n o� c, z mm 5 -Ll- STA 35 + 96.07 -L2- STA 40 + 00.00 / �� f �O � / 9l� Y' O��F ,`�/ / 6 7 8 � _ _ _ �� W / 1 � J �� _ � � / \� � j��` Z � Q 3 PREPARED IN THE OFFICE OF: Kimle >>>Horn v P.O. BOX 33058 - RALEIGH, NORTH CAROLINA 27636-3068 PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 Pe NaF-aioz OC 2015 GRAPHIC SCALE �0 � 2� � PLANS 10 0 20 � PROFILE (HORIZONTAL) 2 0 4 Y� PROFILE (VERTICAL) I�COM LETE G�NS PR� UMINAftY AcPLANB ��Q �� EN D PROJECT EB-5508 -L2- STA 58 + 04.85 INDEX OF SHEETS SHEET NO. DESCRIPTION , TITLE SHEET z coNVeniioNn�svm�o�s Cb-1 TD CO-5 PRO..FCT NO-FS TYPICA�,. S�CilONS AND CO�STR:ICT�ON DF'A�1.5 C-� ��.-O C-8 MUL11-1;5c t'Ai"-� AND LJHAIAAGE f'LANS CC-'�. t0 EC-'�3 GR/�DING ANO ERO510� CCN "I2CL F'LANS 5-i TO 5-? BOAP,DWALK AND BZIDGE ?LANS' X-i iOX-10 MULii-US�PAi�AN[]HOADWAYGROSSSEC710N5 fD BE WCLUDEL' IN FU IUKt SUBMIT IAl ALFONZO KING ��, �. BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ftZ) (ftZ) (ftZ) (ft2) (ftZ) (ftZ) (ftZ) -L1- STA. 20+g6.10 TO MULTI-USE PATH 22+70.25 X 3258 1517 4775 -L1- STA. 28+60.10 TO MULTI-USE PATH 28+93.95 X 301 1022 1323 PED. BRIDGE/ -L1- STA. 28+g3.95 TO BOARDWALK 29+2g.64 X 507 0 507 PED. BRIDGE/ -L1- STA. 29+61.17 TO BOARDWALK 29+gg.g2 X 211 163 374 TOTAL: a2�� 2�02 6979 Rev. May 2006 1 N � i V � I � � � 7� �u ' ' ' '�' �y `� - ' ',�� I I I I ,-�'",-� �. �- ! � �� i` � O/ -U- PCC Sto.26t3556 ��,yl w� i inM cRUSF �� g�� BILLV �EX GLRLEY ROGER B. V/A�E js � _ �,�P_�� TftUSTEES OF CLINGMAN p �� _ ��D STREET CHURCH OF GOD 5�V D.6.' 61E, PG_ 49a q�y PROP JB / H P.a..c-PC.zio ��TaL�6/Cb�AIL 1yC00T 570.�3IAND 84054 STA 2/r33 TO TOP = l/5D pg SEE OETA2 TOE PHOrECTIOM - 3 fLTJ �hv iN rE� = ro9n -U- PT Sto. 23t8937 //CD-2 _ CLA55 'B' RlP R.rP - Ps see �ra� - - - - / - - - - �sr�rolys u- - - - - - - - - I _ - - * ,u - - -, -- vcv-z ---- ,� � EST 200.SY GEO l l f51- /053 � -�� -' dyy OUT (�'l= I053 N DETAIL2/SHEET CD-3 \ � Q2� \ ' N�ODT 57 8403�AIyD 8�.54 511 - - - - - E�ST�C ECCES R�� - - -C - - - � .�� RUCT h ENST AIy/ � \ \ 24 LF - 3B RCP-/l rlE PROP JB / �lH - - _ - - �p' / � . � � ��CO�E SE T�� ,yl1�T� SE PATH �ylTH CON��R �V E� STIA/G ECC RC CONE SE rl0/y AND R�PLACE {�'/T/i A�LAT TOP UD 2' GRAVE[ SNIXILD�RS EASE+IE�/T fTYP1 lJyD REPLp�{� �4/TH A FLAT TOP UO , � � lN �N�, �.� AIyD A7ERTlGHT �Iq�rHOLE FRA�IE 1 F F�.i � llyy OUT llyl - 10456 AND �R FLUSH yy/�H PROPoSED � �R�OVE EXISf �D� ATERrIGUSH �l'I,H PROAOSEO � � �� az - �_,. G%iAOE.�AI�HOLE FRAME SHAL[ BE EC GRADE! A�/�iOLE FRfI�IE SHALL BE i � �, q5r il/TO A FLAT T� SEL7i0ly C.4S7 d/TD A FLAr TOP SEL7ION. � 1� � '� t_ h- -� -- RlM ELEV = U275' 1 RlM ELEV = l�-�' ,. /, � � -�--- —_�V�i �� _ _ _ _ �_�' E E �� / � �/ ` / :� < '� �� - �— � � , � @ � � - �- - --..�._ � - - - - i - —,� � _ r�r� -- ---- - � _ _ ---- __ "_ _---_ cE� i 2 �O �� / ID y 2 � � _ _ � - --- ---i3Ti --- --------------- � -- � _-- --------�--� f o� � _ � � - � --�-- ' : � ' _ - - � -`� �-�...��a- / ----� _ � � � < � _. / C O �� t� �1�_�__- � ' - - � � _ 1 ' � - � ----� ,., - � � _ _ = FL_ ,. N 1 L / /�' �.--�--.- i . - _ _ =' D Q- - .. �x�� . . h __ _ �- -_ _ _��--\ / - _ _ _ - i�. � � �-I-�'-' ---- -- � � __ . ... _ .. ..... � ��,_ - ----------------------- ------ --------�=---------------- � , ..8 pNj i - - � _ � - c - _' ✓ � ---�-� - -��- --- -" - -F-- - - '-- -�-- - - - - - - _ . . --'- -'-- --f..-..-..-..-..-.._ .�_�,_ - � - ,5- � - � �=� - - - - - II�..: - - - - - - - - ,..- -F' -- - � � -� � l7i � � - � 28 LF - /8'RCP-NA _-F -�---�-- -------� i ' c Il�::i - - - ' � � � - . f _ .� O �ll �HV = �B � F -.� � _ � _ � _ _ . — �i� - -- � / -_- - - _ - -'- - - � z_ . - - •_ m J - - - - - - TlE PROPoSED DIrCH - � � - - . _ - - - -" " " rn - _ � �--- ` �� ' dyTO EXiSTdyG C -- - A� FRE ��.4HT RETAIN 7�'C 60X � R��IOyE EX�ST '- � � � _ . SPECIAL LATERAL'y'OITCH = -� �.,{�Er''IL BpLL"IRD .' HORE i OE7AIL l/SHEET CO-3 , rn z - � - - - - - - - - < _ - - - ,ii _ 4 _ _' - -_- _- - -_-_- - - ii - - - - - - - - - - u - - - - - - - - - SR 100 - � � rn-+ - _ � = `-_ � - SPEC/AL LArERAL Y'0/TCH . - - -�^- `�It--'-�Yf�=�'�, ^-_ - - � -' I:�� 'r- -U- PRC S10. 2 fEJL�.BO n DETAIL l/SHEET CD-3 - - - - - - -��' - - — _ _- -- .. - -_"�� - - _ _ - - - _ - _ ,Q REA�-�/�TABUSH 6 LF R0.40�'AY SHIX/LDER -U- PC 510. Z5f7J�.E SEE CRO55/+40 T�22+19 -U- lRTI y�� y Pl = 2/+54.00 � 120 ��!� EL= 11525' � VC = 60' K=46 -u- Pl Sto 22+47.63 PI Sto 25+89.47 Pl Sta 26+1g.60 �= 4'03'435"(LTJ p= 25'54'03.8'fRTI p= 3/'l7'00.5"fLTJ D= I' 25' S6.6" D= 95' 29' 34.7' D= 95' 29' 34.T L= 283.59' L= 27J2' L= 32.76' T= l4L&5' T= 13.80' T= 16.80' R= 4,0(JOAO' R= 60.00' R= 60A0' PROPOSED EXISTIA/G � �� GRADE II � - GROUlyO - • ` II I P1= 24+26A0 ° � - - l-12.3672% . II EL = I1235' ' 116 ' '- VC = 60' -- > �. K= 20 i i i i i -- -- ' �� f-J1A662% � '�'--------- -----------------`--- , � ' . _ _ _ f -1/.63% � _ - - � ; � � _ ' 112 �j . -------------- � — --------, � - -- -�_, r-u.oss2z - - _ 3 ` --- �_/4„37i ----�-127/% � - � BEGI SPECIAL � � ' DITCH GRADE RT � � � 108 -Ll- STA 2/+40 � _ � , � i - - � ELEV = I13J9 � g � N ry O1 � PROP 36' RCP Q N N r:j �-i - STA 2/+6L40 � � = II _ 104 ELEV = 105.42' v� '� Q� �n EDSP � �I �ROUIyDG '� W J J DLIC S7 S - - - � �u ELEV = i � � � �� I ��kl�-��J-u��T�=��N L! 21 22 � E�.�o.: kE�=��: oArE: oR w� er: Q Th'is dooumant, togather wlth the aonaepts and deslgns presented heraln, as an �nstrument of servlce, is N intended oniy for tne specific purpose and enent for wnicn it was prepared. Reuse of and improper Mreliance on this dooument without wrltten authorization and adoptlon by Kimlay-HOrn and Assoclates, Ino. � shallba wlthout Ilablllty to Kimley-HOrn and Assoclates.lnc. t�-� Copyrlght Klmley-HOrn and Assoclates, Inc.. 2015 23 PREPAFED IN iHE OFFIL'E OF: Kimle >>>Horn v PeOe BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 PE NaF-oioz . :-�iL�%JIJ�� _ ,,..._ . „_ _. _ � �� ALLOWABLE IMPACTS ZONE 2 120 — — — -- 116 — �'—NT— ' -- 112 Pl = 26+OOA0 EL = 10538' �i VC = 80' ', K=3/ i 108 �e� � � ' '��57�� r—�14644i ` . (-�026% 104 -LI- STA 26t5 BEGI SPECIAL ELEV = 103.5/ 100 DITCH GRADE RT -Ll- STA 26f00 ELEV = 103.64 24 25 26 HoRlz PRO�ECT: io � zo NEW HOPE ROAD MULTI-USE PATH MULTI-USE PATH AND �Po�,�p�TE PoL�N� � DRAINAGE PLAN PREL[I�INARY PLAN6 VERT (EB-5508) z 4 4 � e NuMeEF. 0 I 1�4b024 EEr NuMeEa. C 3 N V W �- � � � 'i �f�/� -.�� 1 I . W ' ' �'-'� i � - ,�� i ��, �-_ 36 LF - 36' RCP-lll dyV = /Q6D aq�y PROP JB / H L� 6/Cb�AIL 1yC00T 570.84031 AND 84054 2/+33 TO TOP = l/5D , ,�w ,N �E, _ ,�o dyy ��5(�'l ro53 \ � 24 LF - 3B RCP-/l/ rlE PROP JB /�lH / � �i�'�/( ` BZ ' , �j � \ � � /2�- .- i � 0 WI..I IAM CRUSF BILLV �EX GLRLEY ROGER B. V/A�E TftUSTEES OF CLINGMAN STREET CHURCH OF GOD 0.6. �61fi, PG_49a P C.'�C' PG. 21C see �ra� l/CO-2 SEE OETA2 ,.�a-z g + N l- PCC Sto.26t3556 2 �O �� TOE PHOrECTION HO CLA55 'B' RlP R.�YP Esr � r�,s EST 200 SY GEO OETAIL 2/SHEET CD-3 zz r0 EX6T 36'NCP RErNIy EXIST SS �I.4�/HOLE.RE�IOVE �p' �'/DE ASPhIALT TE�IPORARY R£T.NIy £XiST 55 �IAIyHOLE.RE E— NLODT 570.8403/AIyD 840.54 EXISTI�G ECCENTRIC COIyE SECTION ,yl1LTi-USE PATH 14/TH CON��T�V EXiSTdyG ECCE rRIC CONE SE rl0/y TOP =/W7 AND R PLACE W/T/i A FLAr TOP UD 2'GRAVE[ SNIXILD�RS EASE�IE�/T fTYP1 lNV lN �N� _�.� AI�D A7ERTlGHT �I HOLE FRA�IE AIyD REPLACE lTH A FLAT TOP UO lNy OUT llyl - 10456 q�y D R FLUSH�j� H PROPoSED R£�IOVE EXISf AND ATERrIG �IA�Iy///i0[E FRA�IE G�iADE�NyHOLE FRA�IE SHAL[ BE TREE � qpE�,qN� FRsI�IE SH�SE� c.�sr ipro a F�ar r� sECrroN• casr ihro a F�Ar roP sECrrop. % -- -� � _ Rl ELEV = /1275 �� Rl�l ELEV = �-�' �. }<i �` �'�� i i i - - - - - - - - � � . '-- —�---.._.._ � — — — — C '-- - -- — -- ' i i i — ——————-------- —--- — --------------- f `� a —i7Ti -- —---- —� .��.�"�'�. /___ . __ � ''j- � —F � 1 L / i�� . , ,c..__--.— " � - _ — � � ��. _- — �= h _ ' — _ — — _ _ _\ ,�/ � =- _ _ _ _ _ — ._ ___ ., _- - �' .. ��. v1�----C�—� —--——--------------— ----—-----— --——---—------------� - > � � � �G- — C,- - _ '- '-�---�-� - -"-- ----F-- --- � > --' ----- -- --'-- --f..-.._..-..-..-..--_�-� - - � --- � '.� 8 � -� - - - - - � � �_� ------F- - - - - — -- ` - - � 28 LF - /8'RCP-/l/ F .�---�-- -------i � � j � '-. f /—► > � dYV = l09B F - � / \ _ / / ...-..L. J `TlE PROPoSED DITCH — — - � — - — - - — � — �Nro ex�snpc � AF� FRE ��.4HT RETAIN 7�'C 60X R��IOyE EX�ST C y MErAL BOL.LARD .' HOPE f OE7AILl/SHEET CO �CH- SR 100 SPECIAL LArERAL y'0?CH ��' �O� �'� -U- PRC Sto. 26t02B0 DETAIL l/SHEET CD-3 - --- -- — — — -_ REA�-�/�TABUSH 6 LF R0.40�'AY SHIX/LDER -U- PC 510. Z5f7J�.E SEE CRO55/+40 T�22+19 -U- lRTI y�� y Pl = 2/+54.00 120 ��!� EL= 11525' VC = 60' K=46 -u- Pl Sto 22+47.63 PI Sto 25+89.47 Pl Sta 26+1g.60 �= 4'03'435"(LTJ p= 25'54'03.8'fRTI p= 3/'l7'00.5"fLTJ D= I' 25' S6.6" D= 95' 29' 34.7' D= 95' 29' 34.T L= 283.59' L= 27J2' L= 32.76' T= l4L&5' T= 13.80' T= 16.80' R= 4,0(JOAO' R= 60.00' R= 60A0' PROPOSED EXISTIA/G � �� GRADE II � - GROUlyO - ` II I P1= 24+26A0 � - - � l-12.3672% . II EL = I1235' 116 vc = 60� -- �. K= 20 i i i i i -- -- � , �� f-)1A662% � '�'--------- --------------►.-`--- � � . _ _ _ f -1/.63% � _ - - � � ' _ 112 �j . -------------- � — --------, � -- -�_, r-u.oss2z - - _ ` - - - �_/4,�� - --- �-127/% � - BEGI SPECIAL � � DITCH GRADE RT � � 108 -Ll- STA 2/+40 � _ _ � ELEV = I13J9 � � � J g � N ry O1 � PROP 36' RCP Q N N r:j �-i - STA 2/+6L40 � � 104 III - ELEV = 105.42' v� '� Q� � �n E D SP �ROUT DG '� W J J DLIC S7 - N - - � �u ELEV = ' 100 ' �_' ir — ' ��kl�-��J-u��T�=��N L! 21 22 � E�.�o.: kE�=��: oArE: oR w� er: Q Th'is dooumant, togather wlth the aonaepts and deslgns presented heraln, as an �nstrument of servlce, is N intended oniy for tne specific purpose and enent for wnicn it was prepared. Reuse of and improper Mreliance on this dooument without wrltten authorization and adoptlon by Kimlay-HOrn and Assoclates, Ino. � shallba wlthout Ilablllty to Kimley-HOrn and Assoclates.lnc. t�-� Copyrlght Klmley-HOrn and Assoclates, Inc.. 2015 23 PREPAFED IN iHE OFFIL'E OF: Kimle >>>Horn v PeOe BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 PE NaF-oioz 24 25 D y I = . :-�iL�%JIJ�� _ ,,..._ . „_ _. _ � �� ALLOWABLE IMPACTS ZONE 2 �e� � � � C I � y D rn + ' ln O � m rn � _ rn rn y n A 120 — — — -- 116 — �'—NT— ' 112 Pl = 26+OOA0 EL = 10538' �i VC = 80' ', K=3/ i 108 ' '��57�� r—�14644i ` . r-�o26% 104 -LI- STA 26t5 BEGI SPECIAL ELEV = 103.5/ 100 DITCH GRADE RT -Ll- STA 26f00 ELEV = 103.64 26 HoRlz PRO�ECT: io � zo NEW HOPE ROAD MULTI-USE PATH MULTI-USE PATH AND �Po�,�p�TE PoL�N� � DRAINAGE PLAN PREL[I�INARY PLAN6 VERT (EB-5508) z 4 4 � e NuMeEF. 0 I 1�4b024 EEr NuMeEa. C 3 �\ I � / / M V h W � W � wll I IAmOCkUSE BILLV REX Gl1R�EY F20GI-F2 R, WADE TRUSTEES OF CLINGMAN STREET CHURCH OP GOD 0o i �e.ac.aso .0 "G"?G.'<'0 SEE �TNL l/CD-2 _ii_ BEGIN BRIQGE -U- STA 29t0395 BEGIIy /0'�'lOE BDARO�'.Nl( y� 1�� Y Y y� . -L/- STA 28t9J95 SEE STRUCTURE PLANS .�. t Y Y t t t t .'k t t Y - t s s.t t � � t t t _ � PROP HlIyGED BOL[�RQ - - SEE QE7.NL-5/CD-3 � t t Y i t t t .. -� - � � � — � � � � � � �,�_� -' � � � � � �, � � y. . �...;. `-., RETNN EXIST . ,� � � ��]��y ITARY SE�'ER Wi��iqm cRUSE � , � / T"�� BIL_" REX GURLEY RocER e. wnoE ), 27+49.58 �� O/ r�us i tts oF c_wcw N STREET CHURCH 0= C D . ' J.B. "616 'G. 49c ,� � rr,'a'ro..; o ^ i -U- PC S1o.28+ 032 � * * * � r r � � � -U- PRC 5to.28+62JT SI�DE 9�J`-J �_T�US� EF�SE�NT�. �„ � - � � ° � t t t t � Y !c Y S' - / �� / t � � � � k'kOCiDS� � � F � � � � � E �i� � � �] I �^°n"�" „' �,� as SEE 0£TAIL PREFABRICATEO SrEEL ��0_2 PEDESTRiAIy BRILU^E SEE 57RULTURES PLAIyS & DETAILS ' _ _ — _ _ � _ I_ � � 1 � \ — � _ — J — PE PE � TRUSTEESOO.= WAYNE Q CO NITY O EGE o.e. isoa, Pc. esi W -LL- P� S1n.22f79,3� - �� RETAIA/ EXIST 55 �lNy/iOLE.RE�IOyE tzuSrF�S OF wavNF �.. � � EX157/lyG £CCEA/�R!C CONE SECTIOIy .nN:N'1N �� - _ M/� R£PLpC£ WITH A FLAT TOP LlO c.e.�s^3 ac.ar C� � _ .4!IO .4TERTlGHT ,�l.4�yFIOLE fR.4�E RETNN EXIST `� � 7rND'�+� R-F6115H.�F/�H PROPOSED $AHITARV SE ER \ \ GRAOE.�/iU/HOLE FRA�IE 3H7C1 E- _ O ,��qN„� �" � ca�sr iNro a Fuv roP sECrro�. ' � Rl ELEy = 112b4'�- � ��i - - _ _ _ �U- S7A 30+37 �T � � �wa-io I ' _-_ __ _ _-- ---- E ----- �s° x ia° — __ L _ - —E�� C Wa-lOP � � / _ � _ �� 11„ x�„ � � � / / � � � � i / y O � _ / _ t / � -- Z e°c� ;M �: �. ., ,. , - ? �-- - --- > C , � -� �4'�`- ' ��V°��i��i✓�� _-• i ' � �V° � �.� �.. - ��rtf � .. 1 �� i�� . .': �. � �1 t�� . J � �� '�•, �_�1,�� _K''',''!a''''"'�� 1 �� '/".• p- �-- �-��- �-�--�-�---- - -- . • t° _ - � Xo �°' � J` I ve _ - _ - > { N '-" t �: _-t_ � �w _ :a� -�- t� .- �: . �.., . . ._ .�.. �, , � - - �{�T- �i � FPE � - - - - - - - - - -- . ��ss- .I � � � -- - - '� �`�'i-i i� a , � h.�c �� =�_ �. .�� ..._ . :�:: t r�' .+..".. -- �. --` - .- - ' � ...s _ . i � �� i i i � y - - - ��_ _ �-�� _ ._ r i i_i11 � I � ' ► ► ► ► � > - - - I � � � - --.,.�_., - ------- --- --------- � �-- - — - -- J J F F --------------------- �----------- ---� RE7,NN £XIST END BRiQGE � ER POLE -U- STA 29+H95 R TAIIy EXIST � ,:�'.� - - - - - - - l�Q' �'/0£ ASPHALT AN GUY {4'lRE Ty�C BOX M(/L7/-USE PA7H �?H _��_ sin Ze,�as ai W8-10 Z _. � 2'GRAyEL SHIXILOERS yr��pP �s'� x i$'� RETAI� EXIST i2° x s^ � GuY�E END l0' �IDE BOARq�'AUt , -Ll- PT Sto. 28f93.95 - - - - - � -u- sr 3o+�ya SEE STRUCTURE PLANS � ' PROP H/�ED BOL[ARD - SEE DETNL 5/CD-3 -L/- Pl Sta 26+92.59 PI Sto 28+46.63 PI 5to 28+78.44 Pl Sto 30+05J3 PI Sto 30+87.75 p= 3' 3T 455" ILTJ p= 30' 24' 44.8' flT I p= 3p' 20' S95' �RT) 0= 28' 55' 02.T' fLTJ 0= 32 /8' 435' fRTJ D= 3' l0' 59.2" D= 95 29' 34.T' D= 95' 29' 34T D= 5T l7' 44.8" D= 28' 38' 52.4' L= 114A2' L= 3/.85' L= 3/J8' L= 50.47' L= 112.79' T= 57.03' T= 16.3/' T= 16.2T T= 25.78' T= 57.44' R= 1,800A0' R= 60.00' R= 60A0' R= IOOAO' R= 200.00' F � � EASE�IENr f PJ � I I ' I � _ . _ _ _ _ _ _ � � -T--\• ` �___�-'- �n I y �Y � I - . � � / ---�-- nl L---�-- - - � � tn � I 114 � 'i BEGIN BOARDyyALK BEGNy BRIOGE > 110 - - -- -- - i _� . �_ � . ' ELEV STA03.02 395 ELEV STA03J003.95 3 -- I PROPOSED j Pl = 28+84.00 Pl = 29f03.95 Pl = 29+79.� s �. - � � s - I = GRADE i � PI = 28+39A0 EL = 103J0' EL = 10333' - EL = 101.88' EL = 10294' ' 106 EXISTIIyG �-- -! VC = 70' VC = 20' GROUND — K= l8 K= l3 ; r-�L4644i � ( +)2�556% �+10.3053% ------------------------ � 102 - - �----------------------------- > ' - - - _ _ r-�i.45i ---------- - r+l0.e oi -Ll- STA 26+50 ----------- � J1,4644% ELEV = 103b1 - ' - - - - - - - � - - - _ _---_•___ ___-_ _ _ __.f-12�i � ---------- --- i-�Ti-�� ----- 98 -- — — _ _ � i -i o �� - — �n _ � .. - N�l 1 �� - ? p �' I;�. � - � ; 94 Q ' ' > � �� ' E D SPECIAL - -- -- --- - ---- -- ' - _ _ - , ------ _ - -- � w I� --, ---_ ---- - � DITCN GR E RT � i, W -LI- STA 29+16 : 90 ELEV = 99A0 27 28 29 � ev.NO.: reevsioN, onre: ore wN er: . � Th'is dooumant, togather wlth the aonaepts and deslgns presented heraln, as an �nstrument of servlce, is N In+ended only for +he speclfic purpose and cllen+ for which i+ was prepared. Reuse of and Improper �rellance on thls dooument without wrltten authorizatlon and adoptlon by Kimlay-HOrn and Assoclates, Ino. � shallba wlthout Ilablllty to Kimley-HOrn and Assoclates.lnc. m copvrien+ Kimiev-NOrr, ar,d assooia+as, i�o.. zo is PREPAFED IN iHE OFFIL'E OF: Kimle >>>Horn v PeOe BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 PE NaF-oioz 9 END BRIOGE -LI- STA 29+7395 ELEV = 103.3/ P/= 99+RRA7 E . � � � � � ��J HOPE ROAD � � � ' -L/- PT Sto.31+4260 _(�1b03) —_ �-�- � ''' _ _ _ , PUBLIlS R/W) n �- - � \ � . � -(�(�(��( ALLOWABLE IMPACTS ZC��.. � �� ALLOWABLE IMPACTS ZONE 2 . �! E�D BOAR 0+2698 I . ELEV = 103J1 '� � � Pl = 30+90,pp , . - 114 . . .'�' 110 106 102 98 94 30 MULTI-USE PATH AND DRAINAGE PLAN c 31 32 HoRlz PRO�ECT: iIo � zo NEW HOPE ROAD MULTI-USE PATH IPoC0I1�PLETE P�L�N9 11�J PREL[I�INARY�PLAN6 VERT ( EB - 5508 ) 2 Q 4 � e NuMeEF. 0 I 1�4b024 EEr NuMeEa. C 4 M V h W � WI ti wll I IAmOCkUSE BILLV REX Gl1R�EY y f ,.y � .� � y y y ,� ,� F20GI-F2 R, WADE TRUSTEES OF CLINGMAN -. t Y Y t t t t _ ��- +� ^� STREET CHURCH OP GOD O.o.tfi'fi.PG.44Q t Y .Y i' Y i' 'Y t t Y �.C. "G ?G.'<'0 SEE �TNL l/CD-2 _ii_ BEGIN BRIQGE -U- STA 29t0395 BEGIIy /0'�'lOE BDARO�'.Nl( -L/- STA 28t9,�95 SEE STRUCTURE PLANS PROP HlIyGED BOL[ARD SEE OETNL 5/CD-3 � t t Y i t t Y �e � � �e t s i� � t t � � � s s � RE7AIN EXIST � � $}vV/r� Stli'ER wi�unm cRUSE M�aN BIL_" REX GURLEY � RocER e. wnoE ), 27+49.58 r O/ r�us i tts oF c_wcw N STREET CHURCH 0= C D � J.B. "616 'G.49c ,� r.c.'a'rr,.s�o ^ � -U- PC S�o.28+ l Y .Y� .�k lt Y .Y Y Y h Y Y < .• •••••• ••. •• SI�DE 9Ff`J �_T�US� EF�SE�NT�, ic t t . t t t t � Y !c Y S' _ 3 a a� * * * * : 1k0(7DSY �: SEE � I� I PLAIyS & DETAILS iiFFS OF WAYNF U!VN TV CnLL�GE ;.e.,s°3 P`.eZ, Reraly Ex�sr O $�WITARY SE�'ER �/4/yrIOLE I I � O � / O K1 I x as sEe aEra� i/CO-2 TRUSTEESOO.= WAYNE Q CO NITY O EGE o.s. isoa, Pc. esi W RETAd/ EXIST 55 �lNy/iOLE.RE�Iq�E EX157/lyG £CCEA/rRlC CONE SECTIOIy ,41�/� R£PLpC£ WITH A FLAT TOP [lO .4Iy0 {4'.4TERTlGNr ,�l.4NHOLE fRA�IE NyD cw�R FLUSH W/lH PROPOSED GRAOE.�/N/HOLE FRAME 5/iALC E CA,ST INTO A FLAf TOP SECT� Rl,�l ELEy = 112b4' , � _ _ - _ -------E E c --- �_ _ _ F _ _ _ F , � �i � �� \ ,' E �� , • ,L�. � � I� PE PE 4E � Y ' � �—±� �'' ' -Ll- m � a --- --- ---- - — — ;' m 73' l'15.9' m N � � p/� U ji� J�i I 4E I N ' � � �_ � t � s �- � - _ _ ��`.fl a��' -' i i i� - - - =- - - � -= a, ve N _ ' � ' - � � -�-- _ _ — � ' --�� \ - - i i i 1 � I: - - ��- i�'� � �i i�1� � I � ' ► ► ► � � > - � � � � ' vF ---.,.�_.,---------------�-- ---- --------------------- ----------- ---� �---- — ------J L---�-- F F �AIN EXIST END BR/aGE � ER POLE -U- STA 29+H95 � l�Q'�'/0£ ASPHALT R TAIN EXIST Aly GUY �'lRE Ty�C BOX M(/L7/-USE PA7H �'?H RETNN EXIST � 2'GRAyEL SHIXILOERS ppyyER POLE = ANO GUY �'/RE g END l0' �iDE BOARq�'AUt -Ll- PT Sto. 28f93.95 _- -u- sr 3o+�ye SEE STRUCTURE PLANS PROP H/HGED BOL[ARD SEE DETNL 5/CD-3 -L/- Pl Sta 26+92.59 PI Sto 28+46.63 PI 5to 28+78.44 Pl Sto 30+05J3 PI Sto 30+87.75 p= 3' 3T 455" ILTJ p= 30' 24' 44.8' flT I p= 3p' 20' S95' �RT) 0= 28' 55' 02.T' fLTJ 0= 32 /8' 435' fRTJ D= 3' l0' 59.2" D= 95 29' 34.T' D= 95' 29' 34T D= 5T l7' 44.8" D= 28' 38' 52.4' L= 114A2' L= 3/.85' L= 3/J8' L= 50.47' L= 112.79' T= 57.03' T= 16.3/' T= 16.2T T= 25.78' T= 57.44' R= 1,800A0' R= 60.00' R= 60A0' R= IOOAO' R= 200.00' pE � R PE N � �� E _ _ _ _ _ ` O � � C � � rE�l�rafrr n calysrRUCrroN EASE�IENr fYYPJ � � _��o===- -�i=='}-0=- � =_� �_ —_ � -- N W HOPE RO � -Ll- PT Sto. 3/+4260 (SR 1003) � !' PUBUC R/'; n � -(�(�(��( ALLOWABLE IMPACTS ZC��.. � �� ALLOWABLE IMPACTS ZONE 2 � I 114 � 'i BEGIN BOARDyyALK BEGNy BRIOGE > 110 - - -- -- - i _� . �_ � . ' ELEV STA03.02 395 ELEV STA03J003.95 3 -- I PROPOSED j Pl = 28+84.00 Pl = 29f03.95 Pl = 29+79.� s �. - � � s - I = GRADE i � PI = 28+39A0 EL = 103J0' EL = 10333' - EL = 101.88' EL = 10294' ' 106 EXISTIIyG �-- -! VC = 70' VC = 20' GROUND — K= l8 K= l3 ; r-�L4644i � ( +)2�556% �+10.3053% ------------------------ � 102 - - �----------------------------- > ' - - - _ _ r-�i.45i ---------- - r+l0.e oi -Ll- STA 26+50 ----------- � J1,4644% ELEV = 103b1 - ' - - - - - - - � - - - _ _---_•___ ___-_ _ _ __.f-12�i � ---------- --- i-�Ti-�� ----- 98 -- — — _ _ � i -i o �� - — �n _ � .. - N�l 1 �� - ? p �' I;�. � - � ; 94 Q ' ' > � �� ' E D SPECIAL - -- -- --- - ---- -- ' - _ _ - , ------ _ - -- � w I� --, ---_ ---- - � DITCN GR E RT � i, W -LI- STA 29+16 : 90 ELEV = 99A0 27 28 29 � ev.NO.: reevsioN, onre: ore wN er: . � Th'is dooumant, togather wlth the aonaepts and deslgns presented heraln, as an �nstrument of servlce, is N In+ended only for +he speclfic purpose and cllen+ for which i+ was prepared. Reuse of and Improper �rellance on thls dooument without wrltten authorizatlon and adoptlon by Kimlay-HOrn and Assoclates, Ino. � shallba wlthout Ilablllty to Kimley-HOrn and Assoclates.lnc. m copvrien+ Kimiev-NOrr, ar,d assooia+as, i�o.. zo is PREPAFED IN iHE OFFIL'E OF: Kimle >>>Horn v PeOe BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONEe (9 19) 677-2000 FAXe (9 19) 677-2050 PE NaF-oioz 9 END BRIOGE -LI- STA 29+7395 ELEV = 103.3/ P/= 99+RRA7 E . . �! E�D BOAR 0+2698 I . ELEV = 103J1 '� � � Pl = 30+90,pp , . - 114 . . .'�' 110 106 102 98 94 30 MULTI-USE PATH AND DRAINAGE PLAN c 31 32 HoRlz PRO�ECT: iIo � zo NEW HOPE ROAD MULTI-USE PATH IPoC0I1�PLETE P�L�N9 11�J PREL[I�INARY�PLAN6 VERT ( EB - 5508 ) 2 Q 4 � e NuMeEF. 0 I 1�4b024 EEr NuMeEa. C 4