Loading...
HomeMy WebLinkAbout20150207 Ver 1_Application_20150309Kimley�>>Horn February 10,2015 Mr. Rob Ridings Senior Environmental Specialist NCDENR-DWQ 512 North Salisbury Street Raleigh, NC 27603 Re: Mitchell Mill Road Widening From Louisburg Road (US 401) to Forestville Road Wake County 401 and 404 Pennit Applications and Permit Drawings Dear Mr. Ridings: On behalf of our client, the City of Raleigh, we hereby submit the 401 and 404 Permit Applications and Permit Drawin�s for the above referenced project. This project started in January 2010 and was active until Fall 2011. The City tl�en placed Yhe project on hold due to funding. Near tlie end of 2014, the City allocated Right-of-Way and Construction funding for the project and we have now moved forward and is purchasing Right-of-Way aloug the project and we are now submitting the project for final permit approval. Below is a history of the project with DWQ just as a reminder: • Apri16, 2010 — Pre-Design Meeting in the Field with DWQ and USACE • October 25, 2010 — Meeting with DWQ, NCDOT, Kimley-Horn and the City to review project devices and BMP's • March 25, 2011— Submittal of Preliminary Permit Drawings, Roadway Plans, and Drainage Calculations • April 28, 2011— Email stating your first cursory review of permit package before project was put on hold We would be happy to meet with you to clarify any further questions you may have on this project. Thank you for yottr review. Sincerely, KIIvII,EY-HORN AND ASSOCIATES, INC. ��J '� ��..a.. . . Jason J. Pace, P.E. Attachments From: Ridings, Rob <rob.ridings@ncdenr.gov> Sent: Thursday, April 28, 2011 1:02 PM To: Pace,Jason Cc: St John, Todd Subject: RE: Mitchell Mill Road Widening Project Sorry in the delay in getting back to you...it's been busy lately. I've briefly thumbed through these 65% drawings, and so far all looks good to me. I think you're on the right track from what I see here. Let me know if you have any other questions Thanks, ro b From: Jason.PaceCalkimlev-horn.com [mailto:Jason.PaceCalkimley-horn.com] Sent: Monday, April 25, 2011 11:32 AM To: Ridings, Rob Cc: Todd.Stlohn(a�kimlev-horn.com Subject: RE: Mitchell Mill Road Widening Project Good morning Rob, Just wanted to check in with you regarding the Mitchell Mill Road Widening project to see if you have had time to review/comment on the plans? lust as reminder, (see emails below) we all decided that for us to tighten up on the proposed easements for the project we were going to have you review the stormwater devices, etc.. and let us know if you find the stormwater design satisfactory. If so we will be good to go with what we show the public on May Sth at the public meeting. We will hold off on sending the PCN until the City acquires the mitigation for the project. Thank you, Jason Jason Pace, P.E. Kimley-Norn andAssociates, Inc. Phone: 919-677-2135 Cell: 919-600-4511 Fax:919-677-2050 From: St John, Todd Sent: Tuesday, March 15, 2011 9:09 AM To: Ridings, Rob Cc: Pace, Jason; Reed, Beth Subject: RE: Mitchell Mill Road Widening Project Rob, That would be the perfect solution. I kind of figured you would not want a PCN. But if you can review as you said that would address all our needs at this point! O Thanks!!! todd From: Ridings, Rob �mailto:rob.ridingsC�ncdenr.aov] Sent: Tuesday, March 15, 2011 9:03 AM To: St ]ohn, Todd Subject: RE: Mitchell MiII Road Widening Project Todd, I think for lack of any mitigation, a project would notjust be put on Hold but would actually be returned to the applicant as inadequate. We really don't want a project sitting on Hold for months. I think a much better way to handle this is just to send me the final drawings (digitally if you'd like) to review and comment on. (Basically, the equivalent to DOT's merger concurrence point 4C.) That way I could give you the basic "everything looks good once you get the mitigation" thumbs-up, so that when the City is ready, everything will go smoothly. How's that? -rob From: Todd.St7ohnCa�kimley-horn.com [mailto:Todd.StlohnC�kimlev-horn.com] Sent: Monday, March 14, 2011 4:23 PM To: Ridings, Rob Cc: Jason.PaceCa�kimley-horn.com; Beth.Reed(alkimley-hom.com Subject: Mitchell Mill Road Widening Project Rob, As you are aware, the City of Raleigh intends to widen Mitchell Mill Road. As part ofthat widening, there would be impacts to streams that would require mitigation. Currently, the City may have to delay construction until 2012 or later. Anyway, although the City is committed to widening the road, the City is not ready to immediately purchase the mitigation or otherwise secure the credit. However, they do want to make sure you are happy with the stormwater. So, can we submit the PCN knowing that it will be put on hold but in hopes of getting the stormwater reviewed? Tha nks, Todd Todd St. John, P.E. (NC, SC), LEED AP Kimley-Horn and Associates, Inc. 3001 Weston Parkway Cary, NC 27513 direct (919) 653-2950 cell (919) 412-4542 fax (919) 677-2050 Rob Ridings Transportation Permitting Unit Wetlands & Stormwater Branch, NC Division of Water Quality 919-807-6403 1650 Mail Service Center, Raleigh, NC 27699 rob.ridings@ ncdenr.�ov � � i���i o�OF W ATF9QG � � > �, o �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: Mitchell Mill Road Widening 2b. County: Wake County 2c. Nearest municipality / town: City of Raleigh, Town of Wake Forest 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state n/a project no: 3. Owner Information 3a. Name(s) on Recorded Deed: City of Raleigh 3b. Deed Book and Page No. n/a 3c. Responsible Party (for LLC if Ken Dunn, P.E. applicable): 3d. Street address: P.O Box 590 3e. City, state, zip: Raleigh, NC 27602 3f. Telephone no.: 919-996-4051 3g. Fax no.: n/a 3h. Email address: Kenneth.dunn@ci.raleigh.nc.us Page 1 of 14 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 Kimley-Horn and Associates, Inc. (if applicable): 5c. Street address: P.O. Box 33068 5d. City, state, zip: Raleigh, NC 27636 5e. Telephone no.: 919-678-4155 5f. Fax no.: 919-677-2050 5g. Email address: Jason.Hartshorn@Kimley-Horn.com Page 2 of 14 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): Not Applicable — Project is a linear transportation Project, and the City is in the right-of-way acquisition phase. 1 b. Site coordinates (in decimal degrees): Latitude: 35.884270 Longitude: -78.515586 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 24.9 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Neuse River 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: Mitchell Mill Road is an existing two-lane road with grass shoulders on both sides. Existing land use in the vicinity is primarily residential development with a few commercial properties throughout the corridor. 3b. List the total estimated acreage of all existing wetlands on the property: 0.008 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 482 LF 3d. Explain the purpose of the proposed project: The proposed project will widen Mitchell Mill Road from the current two-lane road to a four-lane road with curb and gutter, and will add a 23' raised, landscaped median. Sidewalk and bike lanes will be installed in both directions of travel from Louisburg Road (US 401) to east of Forestville Road to improve pedestrian utility and safety through the project corridor. Left turn lanes will also be constructed to allow access to side streets while improving traffic flow through the corridor. 3e. Describe the overall project in detail, including the type of equipment to be used: The proposed project will widen approximately 1.5 miles of existing roadway corridor, and is being funded and constructed by the City of Raleigh. The project will extend existing culverts to facilitate the roadway widening. Typical road construction equipment will be utilized including excavators, backhoes, graders, dump trucks, cranes, and asphalt pavers. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown Comments: Preliminary JD issued on 1/24/2011 (Action ID 2011-00163) 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 and Associates, Inc. Name (if known): Beth Reed, PWS Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Jurisdictional areas field reviewed by USACE (Eric Alsmeyer) and NCDWR (Rob Ridings) on July 14, 2010 Page 3 of 14 PCN Form — Version 1.3 December 10, 2008 Version 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 14 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 14 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) Site 2: Bottomland � Yes � Corps W1 � P❑ T Fill Hardwood ❑ No ❑ DWQ 0.02 W2 ❑ P❑ T ❑ Yes ❑ Corps ❑ 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 weYland impacts OA2 2h. Comments: Unavoidable impacts to jurisdictional wetlands will result from the proposed project at Site 2, due to the widening of Mitchell Mill Road and associated roadside fill slope. 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: ❑ P� Bank Stream S1 - UT � PER � Corps 14 LF T Stabilization/Outlet to Neuse River ❑ INT ❑ DWQ 8 Temporary Protection Site 2: � P❑ Stream S2 - UT � PER � Corps 73 LF T Culvert Extension to Neuse River 10 ❑ INT ❑ DWQ Permanent Site 2: ❑ P� Construction Access Stream S2 - UT � PER � Corps � 0 44 LF T to Neuse River ❑ INT ❑ DWQ Temporary Site 3: � P❑ Culvert E�ension Stream S3 - UT � PER � Corps 12 240 LF T to Neuse River ❑ INT ❑ DWQ Permanent Site 3: ❑ P� Construction Access Stream S3 - UT � PER � Corps � 2 117 LF T to Neuse River ❑ INT ❑ DWQ Temporary 175 LF 3h. Total stream and tributary impacts Temporary; 313 LF Permanent 3i. Comments: Unavoidable impacts to jurisdictional streams will result from culvert extensions required by the roadway widening. Temporary impacts will result from construction access required for the culvert extensions, and stabilizing the streambed during construction. All temporary impacts will be returned to pre-construction contours upon completion. Page 6 of 14 PCN Form — Version 1.3 December 10, 2008 Version 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 number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: No open water impacts will result from the proposed construction. 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 by 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 14 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 require 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 (P) or impact Stream name mitigation (square feet) (square feet) Temporary (T) required? Stream S1 — UT to Neuse ❑ Yes Site 1: � P❑ T Fill Slope River � No 926 586 Culvert Stream S2 — UT to Neuse ❑ Yes Site 2: � P❑ T Extension/Fill River � No 8°224 5,826 Slope Culvert Stream S3 — UT to Neuse � Yes Site 3: � P❑ T E�ension/Fill River ❑ No 20,355 11,191 Slope 6h. Total buffer impacts 29,505 17,603 6i. Comments: Unavoidable impacts to Neuse River Basin riparian buffer zones will result from the proposed construction due to drainage structure placement (Site 1), and from the extension of the existing culverts on streams S2 and S3 (Sites 2& 3). D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The existing roadway is being widened along the current alignment to minimize impacts to the stream and wetland systems found along the project corridor. Any other alternative would have resulted in significantly greater wetland and stream impacts than widening along the existing corridor. Impacts will be associated with culvert extensions necessary to widen the roadway and outlet protection measures to ensure the long-term stability of the channels crossing the project corridor. Level spreaders have been placed where feasible to minimize impacts to receiving streams and downstream waters from sediment and erosion. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Impacts to stream and wetland features will be minimized wherever possible throughout the construction process by avoiding stream and wetland features as practical. Construction equipment and material staging areas will be located in uplands where feasible, and silt fencing will be used throughout the corridor to protect downstream water quality throughout construction. Best Management Practices (BMP) and measures will be used to reduce stormwater impacts to receiving waters and minimize runoff from the construction areas. 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 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Unknown at this time. See 3(c) for info. 3b. Credits Purchased (attach receipt and letter) Type: Stream Quantity: 480 LF Page 8 of 14 PCN Form — Version 1.3 December 10, 2008 Version 3c. Comments: The City of Raleigh currently has an open Request for Proposals (set to close February 27, 2015) for mitigation bank credits sufficient to satisfy the required compensatory mitigation for the proposed project. Based on conversations with active mitigation banks servicing the project watershed, it is anticipated that third party mitigation bank credits will be available to provide mitigation credits. In the event that the RFP does not find suitable or sufficient mitigation credits, mitigation will be secured with NCEEP through the in-lieu fee program. Mitigation credits will be secured prior to initiating any construction activities. Once the RFP closes, Kimley-Horn will submit the Statement of Availability for third party mitigation credits or the NCEEP ILF Letter of Acceptance (as applicable) to the USACE. 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: It is anticipated that third party mitigation bank credits will be available in sufficient quantities to meet the compensatory mitigation requirement of the proposed project, however if the currently open RFP does not provide sufficient credits, NCEEP will be contacted and payment into the ILF program will be used for mitigation on this project. 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 Widening existing 19,717* 3(2 for Catawba) 59,151 transportation facility Zone 2 Widening existing g,g46 1.5 14,919 transportation facility 6f. Total buffer mitigation required: 74,070 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). The City of Raleigh currently has an open Request for Proposals (set to close February 27, 2015) for mitigation bank credits sufficient to satisfy the required compensatory mitigation for the proposed project. Based on conversations with active mitigation banks servicing the project watershed, it is anticipated that third party mitigation bank credits will be available to provide mitigation credits. In the event that the RFP does not find suitable or sufficient mitigation credits, mitigation will be secured with NCEEP through the in-lieu fee program. Mitigation credits will be secured prior to initiating any construction activities. Page 9 of 14 PCN Form — Version 1.3 December 10, 2008 Version 6h. Comments: Mitigation is required for the buffer impacts proposed at Site 3, where stream S3 crosses beneath Mitchell Mill Road and Forestville Road, triggering parallel encroachment impacts. *As shown on the attached permit drawings, although 20,355 square feet of impacts to Zone 1 and 11,191 square feet of impacts to Zone 2 will result from the proposed construction at Site 3, part of that total results from allowable activities such as stormwater BMP construction and utility impacts. Therefore, the value given in 6d refers only to the impact areas that will require mitigation due to the construction of the transportation facility at Site 3. Page 10 of 14 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? 47°/o 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: No new conveyances will be constructed by the project, and stormwater BMPs will be utilized. ❑ 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 government's jurisdiction is this project? City of Raleigh � 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 Pro ram 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 11 of 14 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: n/a 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. n/a 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 12 of 14 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? � Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The NC Natural Heritage Program Element Occurrence Database (updated January 2015) indicates no known occurrences within the project area or within one mile of the project area of any federally listed species. Habitat is not present in the study area for red-cockaded woodpecker, but potentially suitable habitat is present in the project study area for Michaux's sumac along roadsides and utility corridors. Pedestrian surveys were conducted by Kimley-Horn stafF on May 28, 2014 and no occurrences were identified. Prior to conducting the pedestrian surveys, Kimley-Horn staff viewed a known population of Michaux's sumac approximately 5 miles south of the project location. Potentially suitable habitat for dwarf wedgemussel is present in the Neuse River tributaries, however per USFWS documentation, dwarf wedgemussel has been extirpated from the Neuse River, and given the developed nature of the upstream watershed, it is unlikely that dwarf wedgemussel are present in the study area. Due to a lack of known occurrences, and the lack of observed individuals in the study area, the proposed project will have no effect on any federally 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 March 2014 and no essential fish habitat or habitat areas of particular concern were found within the project area. 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 NCDENR State Historic Properties Office Map Viewer was reviewed in March 2014, and no historic resources occur within the project area. Page 13 of 14 PCN Form — Version 1.3 December 10, 2008 Version 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: Based on floodplain modelling, a CLOMR will be required and will be submitted to FEMA based on the anticipated increase in base flood elevation that will result from the proposed project. 8c. What source(s) did you use to make the floodplain determination? FEMA DFIRM Panel 3720174700J effective May 2, 2006, was reviewed and a portion of the project study area at the intersection of Mitchell Mill Road and Forestville Road is located within the 100-year floodplain. Jason Hartshorn � � /� 2�a �s Applicant/AgenYs Printed Name Applicant/Agent's Signature Date (AgenYs signaWre is valid only if an authorization letter from the applicant is rovided.) Page 14 of 14 PCN Form — Version 1.3 December 10, 2008 Version AGENT AUTHORIZATION FORM Kimley-Norn ___ antl Associates, Inc. A�encv Authorization Letter ■ P.O. Box 33068 Raleigh, North Carolina 27636-3068 Mr. Ken Dunn with the City of Raleigh, authorizes Kimley-Horn and Associates, Inc. to act as our limited agent to coordinate with the U.S. Army Corps of Engineers and North Carolina Division of Water Quality for the preparation and submittal of jurisdictional determinations and 404/401 permits applications associated with the Mitchell Mill Road Widening project located in Wake County, North Carolina. Authorization will terminate on either final agency action or upon written notification from either parties involved. - Company Name: Kimley-Horn and Associates, Inc. Contact Name: Beth Reed Client Address: Client Phone # Client Fax # Client Email: PW-Design/Construction Division P.O. Box 590 Ralei�h, NC 27602 (919) 996-4051 (919) 996-7521 kenneth.dunn@ci.ralei�h.nc.us ���� z �z 2 �l � y Signature of Client Date � TEL 919 677 2000 FAX 919 677 2050 FIGURES I�,��fP �' br T'� N�,;/�, , �, , � � ,.��� : , ���'A �� f e�� � �Mrt� � irr�U ,' % . f /� .. � � i� _ � � .. .-�.. q ' � - � � �� _. �� � � .� .Li " . .� Y �4� �i � .,�� s �'i.t.�, '� L t � I � ' � ' � '��� � � � -�'.�-�._ " lrY� ' S i ��`-.f �"l.�N � �j �s �!- � ..� � s, � � � � � �, _����� � — � � "'�,� - �' �('� �a�� � � �� � � .�'"�`�� �"`�� -�, � � ' � � "� � � '�'`� ' � �. � � fi',���,�-- � .,-' -:��- � � �,� � ,,. F} _ �-..' ° ` . a f,rr -- ` _ ��`1_���' � ,� ��. - - 4� � �`' `�F ,r,��� ° � f � �`l ;�'' � ' �1�,�� 1 � �� � }�� �; '' :�-,����� � � { ,/ � r � ; ��� � � _� "`�� ����'��1 f�' ' M� 11 � il �"�''�k�'�- r� ��-_ � N f�� . r�` � ) � � � � � tR, �`�...+''�rt r � , ` �r ` � �- ,�,�`� f �� "� - �� ^ � r Y ��� },:� � �- � � �' ,� � � �' � _. p: r. 1�� _ Y . �� � �� ,Y� �.�;' F, l ,�"� � ,r� �` � � r , � -� � _ ^° �'� � � _�� � ;�� �� ,�" � � .� �— �� �; ``� .a � �..� -�� �.���` -� ���',� ; � ; I '`f�_F _ ` . p.^ ��`y � y— . � �t • � � � .� '�,. - - � � � ` � � � � � . s;� � � � � I��. � � e � * �, .-.� � � ',erc,,�t - ' I "r , ¢ ,,-�r �y +„y�� •� '��s � - - _-���� i � �p �t � f� * ,r � � � "_ � "°-�..� `'"�.�,��-°"�� - � _ �� f a� � - �* - , ,.� �'" � �^�.��f�,.� � 'q. ,, ,,.,� fr � , _ �` `�, �0,-.F ry . - -� ,�� ,`�� � �' � � _ +�` � � #;� • '�°� �� , _ . _ , -_ , , � ., r � , �, . � . Fl � _ i ��. i� _ � � r.. s ,� i� � � �'� � � � � � �,�` �' � ' j ,e' ,r� R � � . w � �e - f 3p (r _¢," I�f . -..-! I j,�� 4.. 1�1 . ±��� I. Y' _ I � ` V� - ,� 1�� _� � �' � � � ,ry1j•,j.,�1,2��� T��.` � ` � �� d. - * '`� -'�; _ -__ _ y�■ � ''�r f. �` µ, � f . - � ._ _ � . �,� . ��il/ � '�44y` i�. I�_ - ' S r - f �r ���' •,� '�+ � � y�---- �' � 'y '.� ,. 't i � _ `v �' 1,," � • r� � _ � "'1.� r"fi' � �� ' , — _�} ''�y,, ■ .�' � � � ti �— ? ��' � • "" i � /�'°'�� � �� r i'��� — �� + —J _ �'+J � � _— I f f ! �I' ,. •� �"� � � � ;:. , - � � � , �:�:= . � �, , � ��'� o�+. . �{,�,. ``,� �, - - � �+' � l" � ,' y r , � � , - �� �'_ `�, '�, �- �,�,�� �'; -�!� � � '' � � �''�,, ,� � a , � � � �+ � 4 ' '� 1 r � ,l��,,�f•� r 3, � , i �' � / '� '� _` ' „�; '`� 1 � r = � ' -, i'f !� � �'�1 f, �'W � ' I �,. �� � �, 1 " ' �` � � ; , .� � : . , , .- - -r � , , - �, �, - �, '� � . � . r ° �d �_ - � � � � r . � - �,� -�'' ' p ;, � -- - w , �.N � . f y . , _ �'�. � -' . r ' . ^ a„ � ,'� ` ,: .. _ _ '� fi . z ■ z�y - ., ` � _ _ � 1�' • .� p d � '�. - ��' — � �� -.„, yk � • � x � ��� �� ` �� � — � "� y � —_ ''4 ,1' �'� _ : .��- ��.��' Le end � � ��� �� � :r. •' -� ~.y� � �� _ �"�L �— �� � � � �� �� � '` '� 1 .� ,t�� ' �� ��-� '�' -- ,�5�7 �,''�, � Project Boundary � � _ �= �� � o _ � �, D,f . � ��G� + ��4 a �' - - � � � � � _ �_ -- .` . � , � � � �. '�� �. y � .�_�� .� � �, .. `��i �", � �.-. 1,� o _ _ � Fti - + i !—� � � *--. � 0 � ,0�� 2,00� , _ a * ;',y � � � . Feet �' i� ' i.• _ _ Figure 2: USGS Topo Map (Wake Forest Quad, 1987) V Mitchell Mill Road Widening Project l�.�m��'�+r�>) Hvrn City of Raleigh, Wake County, NC June 2014 �s� �`".ii-�,�° R�e ,. � � • 7 � 4'- J; N^ �'�j M X . 1 4�'� ,, �+ � A, � : � �+ � r ya N �� � r� ,�� � . ���� �.., ��� a �' � wr � � , q • . i�. y .�. �" , � ��, � �. Vt��,Lij, � ���}��` � ' � '�' �p � �zs`�"�'� `� . r '�'�f�"4 '�-a� � �n� sr'G�4�i �MS�� ��^�3{ � � f� �� {` � ^� t' E: ��� ��w .��s�. � . w ♦ �InsetA��.� ��*�'� =..�� s� �' , , � �v � � ' � � �qA 1 � X � ��� K � i 1R�5� �` .� � �'3 .� � �YY �. � 1� � "� �� �� � '�x�w .�c��q �� � �y,��s ���r'� �e �S� � � P � . .�� ��� .�� � ti�� `� �'� � '��� �� ,. �,. � 4 •. � ,���`�' � ����i�_"`�r4„ �1�. ,�r � � >~ � ! *�.� t�wF „� �°� r.� % �g{� �� � ��Ins� et�B ��+�J����` � � iB � �,' A A � ..�' xti ,1� , '�.e., � —�r k ,5 te ,-,�a � ��«,1"�'� ��o,/rt`' ,:.1�(,_l��f'f�,t������W � p���,��34 � ��d,'N*� °, � � �$''(. &�,''^ ,'"; s' - `� �'' r—'J� �l°�b �tx .� l ' ,y., �" �, y�_ : `# �� lr '• a,. '4r^�,�p�:e'ih ^.s: � t L .�. .� 0..; ��� rr ^, � '. " � (�' r �� ;,�' � L�,� � �` � ry � f�rca�y`�' � r �, t M `' `��;: ✓ r,.«� �±' �' p C� r � � « ��k-k�' �' �� �� ���°%n./�,i't�l' ��� 1 ,�.� �; �y r;.. � r� .�.- � �'� � R « '� n � x y4�� '.. I`J i' 't°� }"� � �����iTL�.,-.i � ���(( �' �i�4 ^� slEro "� �i�. '� \�r. h^.�'f"%� ��,-R�, � Me .i�*�✓�` f� �`�; �� ��F"d�'1�df i e ., . . Sl" } � +�. _: ,� z r'}„`�* ' -. °�c s s R r,:,�% }7�, _ (• � fiA'�t ""� r� . .� � : *c . ~. �� �I`A./F,�� J�!.�p��,j�� � �eM.'J{p�-� ��` ��'��: '�{�,.. �, . �-�'{�r` .�,�„ �- �, �> � �� � ::. � �s A ��' y: � .ih �/� f.� �� �,l/ i. � y � �% A .:�. � . � r r �'s . � 'sYi ,� =y ; . i �s ,= '!�� ��,, . - r+ 1'��` �;,/T �" �F,s. �, ,; ? �1 � .. asA'� xi',{KCt � K i`, y'e a * ,n . ' �,� y� Ml�y.g.�; � �'� �'� � Rod .�'�. 5� r',fgy �°�` �p �ft ' ��* �,�, ��` t '.; � ��'�"' +�� .�, . p+*RR'�R� � s" � 4 ti p_�r. R f� �,f-y' ��ra. t�. A ; ".a i� �r. . '°'�,�. �'s t .��f ` � , .�%.. y . �°*� �► g ;j- �, t-- r "��"'„�' > A. i' . zA.` t`� -�,�1 a � �<�k : '� K °F i '�'n e�- g� � .5h.�� �=a�� '�} ' �` �� � � �,+ r ����►� � ��`� � '���� � t� ` •,� � �.����'^� *��'" � �. '� �!r ;. �� � ,�;. .��"^m,���$ ,�� �. 6�-`, . ��'� �,,� . '.� � � �� . *�� ., � . , ; �� ss,,wra ��'^,�4 '"�� �..k. '�;€� �` �� �,� �#!` f "' Kit 5 �� r s .' w�t"���: `� `� �r�-,"' � ��'���� �� � �r ��«. ��. T9 �p'�!� ,,��. -�.�q d. , a�8 . �.f 't� �{e:�� �, _-�. *�~'� "��., �� Inset B A� �� ,� _ � 4:��`' � � ��: � � ,� � � � ti.h c�, �;�� � ��z..P � �� �+ ;;� �, ��" w Wetland WA � � "�„p� '�� ry; s �P����,e��. °� �.,�w ,-;���� ' .::�Inset C h ,� r � located offsite � . �4 �� �,,�: Fo ;} .� . �„�.t �n, �,�„ ? ,� ��.,:qy�� � �.. ,` �i � �. �� � r� r°�' �+ �. � �����`� ����� r `� � �: � ��� �° �";' �''�`"�� � a# y, � #"� * 'r + Y � � �� * ,�« � �`''�i��,'�, � ,' � f , i� � -S " ia x � .,�t �.. " . 'e {!tY � �a rxa•��." ,.,.c� ` '�"'"4*f�M�: "r° 1;4 `i • ���J :t ",e �F: � � r t�•• �is u m' � � .A r;y. � • q , 7 � � 8 ��' �!yi.y, I%��h ,j � kF gp - s-.� f` S„ f,F .�W / F � Pi SR► C' � .', � E. h �� ts.,r� !+/ � :. ��'»f r}., F, �. }r� s� ' _��► ,� �'rfi�P�Pf` 1` M.'('. „ .=' r . .,:r ��y..-, � ��-�� 6 .:�, '� !?S7"y� r���`�� ��^�F� � �'�'�. r�'"�o i 'r-� .� ' � ; ��. ,� �;r.� ��r��'� F, p��� ,r�.i�' �'�K+ #�~:rk ?, � ! r. ',�.'Fe� h ,�:. � � ,�' �a � j.�'�� �a �. * • > p .s" �'" r • � % ' . ° r �t �� '� �,� .> �'�` r� � p''� � �' C� � y �`I� ���', �r t•►`f u�e� � �` ,,; � ��'� � �n�. E '� �P �'�e� ;�� r�" a �r�: p'�' �r C,./ �d � ' � `e 9f�� `�. .. ,� -�t ti,-+��� , w s� P�,`�i.� t' � },rR. � �,�. � �+` +d`h+.n, d r�+.��i r�, .. ��" . ,'4� s5 .� .-: � � ,- � ,r � "` ,��R� �+�:� �- �. �r1, (�./ �� �"M" ^'l r��f' `� . 1' � * s'�' ' :,,� � R� �i � � � � �A� $ V ��- � t - � »a.'� r": ° �� /i� ,� � s� . '� . , f . � w ��" .c�,'� y, � , , .gp, .. "6 , ��.' "' 3E` d►�A ���,,d 4�, !�' F°r. � d�R�- t�.- sa. x' -s i �.��. Ctra� 'b ^�`.F+� 11� �'�W� yR +� v 4 °� � � � A�py, ,�`. : � _� ?t ��'�� � �' �,; �-'� � r,p" ►�,, ., ,�* r s"�° �"',� : � w ;� � ��.��r� �' �� ���'r`- �r r ` ..� n � � �, �",�"� �� ,., �a. � ���, 9���'�RM ��� � g � �' � �, i�` ���,:�� '�''� ° �' • . . �E" �, F ,E rtw�'�" `� �" 1 � � { � .� • ,. R � r� � � � { .� �t � �e "� �- d'x � a;�'."; '�$ :"`w..t '�� ��^ �i� :�f=, ';��t��i"'� .�� +,rK ��. �..�±� � w� � r �,��� � �k �:. . � ^'�i �` .vr !. � , . �� k' � "� ��� ta �` . � � �t : r� �' � a � '�* n y � � 4� � ,7^. A4` �y°`$�"� 'N'e: � �' d��'���✓m�, �'� � A �} r ��:. � w{ �C t�m� K�,��"� E` ,� . �., � �:t � �ti w � ^ .�kr'!� A++��� i' �� � �. §*,t i�r`jsr��. �'' j �,� 4 d'">g` ��''� s � � �'i�,'���a��� .d�^�? �. ce—t' .«r k1r .. . ta. �.,.' `p <>LJ ;.s ,m.��?`�'� u. .�� °a w �''�` —t �� � G�,+ �se '�*k � *y*�' g. ��'i �hi ' r � / x • �, � �, � � k � � � i . � �',� � ., m as. �' � �" �i� �f R � �. J � �� t' ,� '- .v ' '� J b�'� � t. �r.�,.�A` i $' �-� ,�,��,°` ' ` ,�� C ��, � f ' { ��e j, G'K � � a' � - 'C"r ; �.a-,� -�`'r� '\ �A r+'0� ^'�°�� �� ri "^ ° ��4� `�� l�� "� � '� � � M, � 'F ,x 'ri"� �i p' br r m �. ,fr�, ', ;• d G � "^ ' . � ` �� � � ..r a �n° - a r,, s�: °��,z '�ta ��s,' � ` $ � ���� � � C". '' �j � � �' - � � �'' � : "'�"� �TM� �K, �* � , � ' ro � � fi � W E^ � �r��', , "�'$� °� t� �a �� ,r �^ � t-'� � �� �,�s� ��` *., �* M h� ;�P c� � � � � ,r ��s� #� �o�• ` �'"� �. � - _ s� '�t ,� � � A��t�fid "'�S?PL'�!''�u�.x a P.t'' � . � �, :r�, �".,. � ' b c � �' y�,�,+. '�" p �.pt.• '+t a� t � k c e� .k �„y �' � ,.; '- ,�. w 9,,: �°�A°k� `A '_. e3�et'��.pv �R .��`�' � �' Y�� �+p�,� °�£� � �,� .S s f`' � "s,.': a �„�... r,�„ �,`� FF *-�k�,�,�r r h� , "r � �� �-� .TM � �`� y{ ""r � f � �p rr N..., '� p . , �' i :� �� � af,�j " ° �� p� 7�'di,�„�� . � *" '"y�� � � f .. �'� �"s�� �s'� ' + � '�"��' r;?��°�'���� '� 6K _� ki� � '� � �'� ��` { r �� �� 4� � �;t'. �✓ � ,�,�F�}_ ,�' r� 'r,�/ �1 � +�, " a w � a v . �y:� � � � � � � ��� � � ,. �i� ,�!�'�ya�m ,��� _ � �,� �^�-i_ ��'+�Y� �`�P �� s� ' :` � }�'��""�� , �'r. r^ ° 1u. �' + y�p * • , e�' a r f � ^ ��k,�, ��, �€ � n,� k�P�A � .�� P'. }� �` �� . ��" .. �9 �� �'��t * r i '� '��f "��'�+ r .�� f [ 2. -t" . i ; r &� e �se^;S�`" �-a � r y' � �'�,� �'� k, .. � f., .�' �F r ,.�`" t � + +�� � �' ��, � '� �.& � m , , y � ► , , r,x� r �''i' �:, :.�` 'A ' 9�„ ' . . t ., . . *�. z �'.�a yr .s . .. ��� .� . ' �� .e -, �� =\ � � "� s. i +N�' fi `'i € �� !� ".. , � .T ��:;�,: �`Inset C � . ° ;� ;� p ,,;.. ���r���a � a • � �' �� \� a. r . a � 7, '�. i. �'il' �' ,: ,�a �' s �}:, �.' �r Fr ��' �,� a ;��' ��Y�,,: Leqend ' : � � ,� \� �. �C ° ,� r � ��t � `� � � r ,� ,. ^"'" , ��`' , � .� � � � ` r � ` -�.�-- �� � ��: , �`'�z� , Y Y� �a " ;k �. �� Streams � �; "�� � , �.��„^�, ;� , �� � -�`' �:° �a � ,���� � �� '� Wetlands r ,, �-��� � �`;� '��" � � 4 � �{ � `� � Project Boundary � � �� w . �� , a � �� �� �.�: ,� � � , e� �`�����.���,.�.,.�,� � 4� � � ` ��;� 4� .� �„�z;.�NC OneMap, NC h enter for � � 00� 2 �0� ,� ��� Geogra�phic Info�`rm�on a�d ' ' ��. ��."� ►in����s�;,NC 911 kB� rd �; Feet , � - enter,'� w <-: � • < � e�'� .� � . ..+ ,�;� . `� � 'x f' �fBoard .�.s .u- ;�,_ �: c .�# �.. _ Figure 3: JD Features Map Mitchell Mill Road Widening Project City of Raleigh, Wake County, NC June 2014 � ��z�,�,r; ��'`<��i� .":'r��, � Kimley>>> Horn � �}�C 3 I� LW � � � � � ' �,.,, �, � Wm82 ���� �� : N ^ �� Wmai � i� 1N�c . �u� � / , -'A � � . � y I% �, i � hNr-raC � � � ._- �, f � r } �,, " �� Q�� � � � ��;. � . ,� ,��' NJ'm B2 �� LL" -r ` � ci ` �'' � r�a"i �`I` O�' � •��---< a' r � � i .��` �y`�* '.� tf *- �Wk� LwB 1''E +� , �., WkG ``.; `� � ` lA�rt�€� � C, f ' % �' � _ � j ; ��: � �r , 1. W+�t B ,�y C r� �'' QA � A01 , W ��, G� . �� �` � , � � ��� . � �. r" C� u8 fi , � � �i } � f �, , '� �''�� ` �wrC � a � ��� ��(` ,. ��� �. '� 4hlrrt C Lw�� � , _ � Uug WkE �LwC�a -�' ,'1 Wm8 f' ��..� f� 'W� _ � `'�o��'- '�, ti� " ' { f D�C -` f �. `" ' it� iw�, -�`° � L�r�2 . �� �,: C3 ` ,� , � �. a � - � .'r� ' � ` � '�"'�'� �u E� U—�.� . . ~ � - i` •AAL2 `�.__. _- 'iWrsrE , �y, �' Wra�C2 Y1�m62 � -_ - " � '' W,��2 -- {3�- _'�-- _ .�_ - - �� �r f �.` � _ - �Y• � ' � . J-,"` .: � ,qpg� . ` �-'u� ` ' --�-� � �r ` � '` `"� �.,`� Apf3i Y�mC2 �-�` .� � ! � �,. ,:f' ' �, 'WVmC�� r� � � ��;�� �:. W��� ` Du8 DuE�� ��� r � .�s ,� - � � ;� L�sB � :' . <ry4 [� u B �' '(�,,.��_ �_ � � ~--'' ,. '� �'' � {:Jtyr;' (JuC �u�i , � 'p ` ''�C -�it;.� i'll!@ . '" Ml�VY � �^ �• �RIB� s ' -- ���� � $ ` � - R � 6�u f3 r , � �.wC � � w�� �,, ,. Lvp � �`�_ ` � C i`' � M � . ""�� '�';�,? ` ��r��, C n"�� �e � �-+�� �'� ,1f!lr�C2 �� `t�, �,, � �-��.. _'� � . W[r _ ' 3y�` ,� iwC? . - � L w82 � ' � .� }� •:__:� � ' � .�v�y - , y ,- ' ,NkE _ � wr�t Y�'m62 �� s� � �oq I ` , � '�'"�� � ��` , �i� Wm�2 � � � ApB2 � �,k,�, '! �. � ; , � � �,�1 �, . � � . ° ���ca � � ', � ,j Q�, � ��c � ':� WrniC � ��� - .... �- �.• � �' ��' ���� y i , ;��y LC1� � �WC ��-�*'�� ' 1 � ��y �� � � �W� �i � ��A� �4k�4'17� - 1 - �w t �1ifT1C.� ,� 1 ` �/1/IT1'� Mitchell Mill Road Widening Project �'� Q ����� w�� �'�` �� �q «e _ � e �'�'5,�. Map Unit Soil Unit Name Hydric , s� � DuB Durham loamy sand (2-6% slopes) No ; � � � u ', � � � ` 1 LoD Louisburg loamy sand (10-15%slopes) No �� ��8� '�` �� � �'� ' �4 '�-oL}. Lw62 Louisburg-Wedowee complex (2-6% slopes, moderately eroded) No �� '' LwC Louisburg-Wedowee complex (6-10% slopes) No �l`�a,, � � �� Lw c; � LwC2 Louisburg-Wedowee complex (6-10% slopes, moderately eroded) No �� ��, � PgF Pacolet-Gullied land complex 4-25% slopes) No yy���� Legend WkE Wake-Wateree complex (10-25% slopes, very rocky) No �"' =a_ WmB2 Wedowee sandy loam (2-6% slopes, moderately eroded) No ��� � Project Boundary WmC2 Wedowee sandy loam (6-10% slopes, moderately eroded) No ��� WoA Wehadkee and Bibb soils (0-2% slopes, frequently flooded) Incl. � �,0�0 2,�0� WyA Worsham sandy loam (0-3% slopes) Yes �C Feet � Figure 4: NRCS Soil Survey Map (Wake County, 1970) V Mitchell Mill Road Widening Project l�.�m��'�+r�>) Hvrn City of Raleigh, Wake County, NC June 2014 y�!�^ � tk�# � P ' � -: m"° � �''�, r • �c � � �� �"s: ""-- `„��'� � . } � �1 � ''x '` . _ _�` +"-i'i°SP .,�'.� �r; ,p�����5; � �' � My" !� r�s d` Y���.�• d,r,"� A,. i+�'�, � wk�,, �2 .� � •r;-� r ,'��f� N�'' �i w.+sr� �fvR� �r,.,,-.._ ��"J t p, :�+ � �l;`,. N _ �-�r' ... �, ,� � ' ,� � `R � , � f � , r. � ''''�, � fr�.,�, .aQ' r � �4 s.�, a w �: ;,y t ~'S^� .. "�"'���y�s- ``�^�� >�� :; � . � �,�' :, � ! � �!"� �:,. J r��1'� „ �� �,fl�'��° _ } � " � �`S a � t �'".,e3° ir Z"''� .�. s� �. � � �' • �.�. � �` � �.` r .�r. � `�'ii:' j�+�' = �� t- r�.� �-.� � �" 't� byk � "� `�"A � „ - - - j,,e ,� � �yy� +t �.�,, � . 7!'., .• , ? /�y�, � �.t,,�,r,tX� � . 'n r . _ . ��j�` 7G y ,y �. � .,i� 1�` . '�`t`" 4 .�� `^ .~ Fa � +i'"t M�: � �: 4 � ���� b:,s.' ��' � � y :.. S � x.;,: �"� � �•'e^ -�i.'' �. / �R'f`..h 1� � r } yy .il- . . � � 7 '� .> '' .,,. � y +&;.• , �{r � � . A / �.. g % , i � N _.., � x E �>, � �'' �_�t5,\ �,'4yt�M14�_ ff 7� . � � � g� � � ��y"`,?` ".r, �e��r�;�{ � r."i,a� �fk�' �' � J � ��" �.RM,y€;��, ��;;; f ' �''�._ ` 2:�aR3 'a�"4� �i. y +� � 1 �'�,'; ;4 k� �y�6 � ^��%9 �Q }�#�.e.: .��.f��^y�: � ��Nr� � .t•. S1- . � �a* � ar•ti. ".T �..�; . z � t F °"�n,5;',. ; . . . .. � Rc e� '� � .. �a'' !Y �. . t �! �+'�'' � t r` 4 �'� �'-� � •' wr r � ;, `r rF+ryr " ._ � '� w' n�h - ,r. �= y r � ��:. ; • � .y � l3, 1 � .r %'IT ��_ '� .�, e ,w r��'� °. �� +� �+ ��e�".�.:� � `� ,�"• � ` � �� � '4 `M. � � ""f'i�'; •+�' � �7 � t* r• =+� '�r- .- '� •`'�T .r'_� ]a. +`",� r�c f y,,� *.r�..,, ,- �"f f�ryc;.h i a tk�fi�'r r���, �# i F,. ;' n y 4.. � P,t •ti t�.� � � . r�� �a � '� . " '�.,�`���� rr..r f� r. r��'f'�.._`� � � �yf�j{ r��iPt v �`� � o- 4� 't ;-. �� 1iS ��a i � h ,. `- ,4 -tat�r 1�, d� �,�� �'� rSc , -'�'�r;�_ �� � �kM `� �^� �. P r�r�� .'Tk,�, r �.�`,•'� �ti•. e�� '�. q�„� �i.� ,� �*4 r� { f ^ ���.� �� y ����. � � � " . .� ar', �� m �� Y a t #t� 3 e� s' �M1 � (, � . � � � _: , ���� ��` � � �--t'6^. f° s;. .� �1�'-�r �.' c'�r . .. S a� #' e y, : 5 "'r ' '�k w 'y ? � 3 S�' � . �». �` . !F' c- r` �a�,� � r� .^ ��Ft- �� '�. e � . s F ,� v , . � J�r'"?F�. vw ° +�- � � rr r > . � F '-C f'' z . . �� �.,^ . +'F'r�y . �t' �' r. 'r�t� /r + : '�' r � r ��s� s� `�y� ��}� �,� ��,�[�" ,, ,�'�� � `Yi'��` ,�•^�,�.,.,,y,,� t ��' � ��",� r �. �� . j� . � �,�� � ,,y►� * -e �s •" •'"'� v"�" � j 6 �. r? � h'i�, s ,' M r �'`� * - �*t�t�r`' � r�. k` �. '. � � `Rf?� �,t '� aT 4�.f � r � �s y, �t,ir,� al ��;�"tr � z K ,3 ' ,. 4 � � _ ,a�. .t�: Mi �' �� �` ,d1I.. �w�'� 4 s c ' �'4c. F",k � ?s'''�• ����.. � � y�. ,�, �f . �a y- s Yi"�. 5 � �F:. �. .: .e'tA���r�1y'A ., ! , Y F r.}.� � �„ . `` ,X'.� � ;` �� �` .� �,_ , `?"'a'»'� � �`"`r�?;�, a� tI. r �iFi�t.ti � '� p���� K��4.+F � � y �s '+"�' „_'., ,1�,°a� �� 'W`"�4. �� � ,� �.* ;it, '. �k'..5'� �'�,.,"�y p � ii.�',_`'�� r f "fq' ° � .� o .i A'"F:.� }'A' � f . !M � _.. e '�`�,' "t K � 'xR r "+w, � * nfa','4 , s - � . 1� . ; T �� . dl yyl�����,,c.� � � tl s�v„��,•T !* �.'�.. ra 7�' �� "�+� � ' �,r•B �4t s, 6 , s ! � � : :,m,• � ,�'> 1i � .��'x k- � y f i` �� � ," a . ;,' . c,: + a_ y � • w� x *�; � ; 1� '` r "t �`,� . a 4. ;. r» f� ._ t r "�.'�' t� t i, {. ']�".,,,Ly i � �. 11.'; �-+ . ' _ _ �£ ... . . ,'4 4,f .. �- ": '.., � � 1r,F � ��� ..;� s '� +�� � i � � ,+.3,�t ��"'� ` a" s 3.�,�'". M. hf� �, �µ �: 5 it` ! _ �r ��., yK� y � �'� � � . I �1'�r-,�, �,.r. �. � k fi � p� . Y f � �bG �. C.�� ry�2�k" f.. ., y,�9 � 'V �'E `�'* {;y{Z , r ,� ,�°. _ '. ,�,� y:.� �.t, r ,e � � i+ �. � r � �+ .'' "' � !� �t��� ..., , . : .... � � � 4^ 4 �� . -�., � � �4 � '�' ��� I n set A`� � ,. r � " • �` � :, � �, . ,.,,, £ � ' , .. : r�..� � �!� . � K >.. �, �,k ; ; :� �'� ` ".y , t a, r � n+ibMi4►aa4.. '"�' ; `' r1"� ;� :eX'C ,r�. �� } a ��`�'4 � �a�`" {. '�� ��1 � �. . . � .. . �y� �� � * �i a .. ' r � 1�� �,tS�YIlFTa ��.,y� z' �¢ Fk� �w .� � � ���..-•%.T 9 � ,e � * ..Ar r � :� .+;.a � r F,�,.�' .�� �i� � `� t .-k` i:ti' ► � . 1� � r ��s .; � ., A : sr e�'� *i '� "'t`R � � ✓`� ��»� - }y�,�y 'i n+�� �" � ;. �' � � �' � < ` � y. � n ° i t ���°'' " � �,/ � , � • � .�,'�. # °� :"4 n * , �.� y � T`'T" �g'a,!a � � �`�'�y,,,`�'�'�7�'' `W `' "�' ��.. yyt � "•'�f; "'r i� � �'k ' � �l' � � � ` _ . � � �n, �. ' ��'+,C ��„ , �' `i� � � '�I� � � . M�� i : a � �� +, , � -_ ,4 R , ` .ltr'��j� r ra� T" �� ,� n' ,, r � +'�'° �,�' �t � ,�.�' w . ,�'* v' � k -• � 'ne '. " {"-`"'► r y�s, t+ ti a Y�?,��r+ 'L • ; r �. -' .w -� •� r r y � .._w� �r��..��� �' A�y,�..�,� r � '�, ..F � � . .,.r� d}� ~ .�,� • f`F.A.I +' '1j' J Y it ��.:; � .,y,.}*`� a'�. ,� la, ,. yi a`"t"',� � #� t,'S� � -. �" �r f F�'±/w� f.�'< • ,:' �'z" 1',r ♦.��y��.i, 't^4 � . . �.�b � ���` rY,�v''�' .. �r,, ,��,,%y�t.F R . �%t��"" � v,�.i��F � T� �.- '" 4 t� '+9�� ...... � ��` � .6.• f r .�'!"4�� rr ,,� . �+p ��, �,,rs �:,:,� �ti . �;,.f t� y�a� �?�.�`�;r ��" � r_�' �i'i''{R� t`� ,�` R; �y�,� • i., �:�F v� "�+ :-� �r;��t y:. it' y�.;�� * 'a,. �''��e[!�� j "y, F ,�, t �'e a� '�r� s� * �!n sr�i � r^ � r� �'Fk°,� � ._ M* , �, fi c,. i..� 9 . a. ,'l � ��2�,rt' H2�. 'f�r' � " I FI i�+ ° f �.'IQ�,, "�t yk �' ;. � Mk � "J�:' 4,. �i� ia i+. � �.4- � �A� � �ry. �. � � � ' 1� � �� . '`r . � n�.1fC.r� . E s ., s • r�"` �' T -v�.', i � v� L �"�fiy- Fn r-. . "4!� � �. � -�, �m�� [,. b° r,f�n R��*r T.*�i�,.-�� ��� .. �Y...� � 'vs ��IF� ,'y`,����TK h,_ '".rm.x Ll ����"�.,y, ��� k .��k,�" t ?� RQ 6v� �a +1.�`.' s"�� i' � �� + ,' .. . - � y s i' d : -s, _ , �, s�':s.:,.�. - k w .C'� "�'a`� � fi �� k r 1°n 's� �` " .,� ., . �f��i�r„� � ,/'•� w Pw�w..��t ,+5�`��"* p, � � . , '1R-k, ���i�'" { p�. s� � r �h s . �.��� i`� �t i.�"'�Ex''�j :fr� �t�`t• e � .� e� .'S�. . �: .. ^. .. . • , r �.: K �.' � '� � � � 4 �-` t, ,r . �`3 �.,� p. �^ � �Sf'R�"'� r M�. . � Y�R .:t:F �F:' .�K 2 F . . . . o . ;�. b . .w �' .kr%I'� d � �� 1F � � � � '�-+� ^.. � . -.. ,. � � _ ,; . fi�� �..�. ��'�r � ��.� 3 �..� t .�5, [' ,�" ,� r. *'f 1 !� F ^C� i�i � �, � �:��r �s �., � , - , . � ,.' _ 'c .�''.� a'I'^�e � � �, 'p. -��"L'`{{'� �"'7 �.'�. �'.i}t. � 1'4-'' ���,_. � +� a� r � �g ��: �r� � -+�_ �� �: s 'i ' ��,..y " ...� ''�i�' .r, s+� i� _ �' � �' + '�' � r � �� • ' � " .Y � � � ��,., � . � n+ w � � � �4 � ,� Y w. d, . . � .. ig + �' a � � . � :� �' ��' '� , �' i, ` , ; - , �<F ,�� � �_ .�� „! �.$'^,'�y3�c..� '���' , ��;,p��k•,i�F ? r�-�p�e.* � �F�- � � �.�': 4� _ ,y� � '► �` � �� ``F�{'. . �„ 't, , -- � . �: T - ' a „� � � ^� �s � 't�� r. ,+ �, ,F s A. C� � � F. :�k �� q+2! a �i< �t. w k� i i .n -" , ��� �� . � . • . .,, 4 F . „1�` . y � '+i' • I� S�° � 4 �ra . i^ �1k R. r �i �` i 4�' �^ °�..� � '�k r a. ., � . k ':•.t� ' t:. . u tkx.tr :_�{ +�'ii'�Y' r' ��-: � *�m �. 1� i � . �� �' ' ♦ f � "'�.�A I" � � } * � 5° � , !.�. �r.d . � �. �.. � . � ad.� �o�i ''¢> x �0^� � : .r� �r s� ..>a . " � : � ��Il�.1 � ,'�. � �� �-" w � "� ?'�� � +� ,� jt`i �,'� � ��` ♦ y, ' ��y '�, ��.- - -. �+ ,�1:. � � , _ '� _ �: � � a � �n�,�y, � 4'%',z'��' �. 3, b .4�� ..�. ,�,� . � i- � � ti � ����� [� `t ������P� �'� � . �, ����,�� } .� v�r � , � v�"� `� yF�Y*� ' �-�� :�� � 'n� � . . � .„" : �`�'�`'�F J• � � ♦ !�.y' y� �e° � ;�'��,�� , ' i ,4,,�r J � � _� Legend s,� 5 , ,�� �- •- � �� � � ?�p � --�.; , . ,:�.r "�'� a* '.�Sw ��Qe. sqaa!t�.,.�".� �'", �.: ,� �'� 4 � �7�"�; �, Fo� ,4�` �j��' � ,; ��=M� � �`��- �°�; w��'� ;�'� ;�` � �� � Project Bo u nda ry - � �` ." . - "� r , .� �4�'" �,�x ' ,���=_�`�� �:�°�;"� � ���.„*`� `���: {� Special Flood Hazard Areas _ �T , � � _ , � �,� .�� � -.,� � �. . ; '�''� . .- � � � `,� - ;- �.:;� �;"-�'� � �� Zone X . r r '3 � � [r '°�� �� i . � �, � ., �.� ''` �, ��,T �� �. �'�� Zone AE � '`�. -. �: � ,. , � � � � � '�.�'� � ` ��' � � �` ���, ��,,�,,�,��, J "� c� Floodway in Zone AE : _ �. ^ �,�„ „ =r ,. � � ,,��'�",�,; " , a►�. � � . . - - f� , . � �,' 1 • , , . , -r f • , , ° , =,ik . '*. . � '� , , �► • � /' `�, �' ' � w�,�-, t- . � xT,..�.� ' �,- . ,,�, *, i'`"� � , _ ,.,�+:`�!�,�'f'' ". �` GCbO a Mapin o�r ation a�d �� �� , �.` � "��. �° ,� %� ��f � ' , :. � #�� j '� �,.�e �' " �+g ?!�`p �+' � � � � � � � 0 1 000 2 000 �. ,:�''�"��,�, ��',�a a"lysis, �a11 Board �� ?"�°�°'�? . .^�-t r�"c ��t � F22t � e: :-�;a� ! ..a " �+�a�_'�. �` 71 ''� s "�� t 1 �a e_, Figure 5: FEMA Floodplain Map Mitchell Mill Road Widening Project ��m��!�1>�� HQrn City of Raleigh, Wake County, NC June 2014 STREAM AND WETLAND DATA FORMS Prqecusite: N� Applicant/Owner: WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont DRAFT CitylCounty: CV11�WM /�4�G Sampling Date: 2�3 �(� State: NL Sampling Point: W1 �IAkt Investigator(s): (�• G� � X� "�(/i -: Section, Township, Range: ,���, i-� ��' . �.r•zs�,: � :, Landform (hillslope, terrace, etc.): '�:SLoJG � Local relief (concave, cornex. none): i��onJGX�y � Slope(%): �%u Lat:1 3Jr'�S2SIIt2P1. �ong: 'Tg'�Dd�I'�W DaWm: Soil Map Unit Name: �✓(q(11L1C�ni{ rjQAa.u��pf�M NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No _(If no, explain in Remarks.) Are Vegetation _, Soil _, or Hydrology _ significantly dislurbed?r�l�q Are "Normal Circumstances" present? Yes '� No _ Are Vegetation _, Soil _, or Hydrology _ naturally problemalic? r%`q (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, trensects, important features. etc. Hydrophytic Vegetation Present? Yes ✓ No _ �s the Sampled Area Hydric Soil Presenl? Yes _ No _ w�thin a Wetland? Yes � No Wetland Hydrology Present? Yes No Remarks: vwo �t. � wn - �ae saennnc names or pian[s. Tree Stratum (Plot size� ) % Cover �S ejci—es? - Status 1. L i6J.L:QMI�Q.0 S ��u-- �S ✓ �F(4 }' 2. /�['aC (�.b(JM _� .i � 3. 4. 5. � Tv = Total Cover Saolina/Shrub Stratum (Plot size: ) �. f�tund:naf�a 4iNAAi-Ca- � � �ACu� 2. U � 3. 4. 5. � � = Totai Cover Herb Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. = Total Cover Wood vneSiraWm (PI tsize: ) � �� i. SµtlA��. au,ri �p l:a _� �` A�y� 2. Jr = Total Cover Number of Dominant Species That Are OBL, FACW, or FAC: �_ (A) Tolal Number of Dominant ^ Species Across All Strata: 'T �g� Percent of Dominanl Species That Are OBL, FACW, or FAC: 75?0 (AB) Total % Cover of: Multiolv bv: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPLspecies x5= -, Column Tolals: (A) (B), Prevalence Index = B/A = _ Rapid Test for Hytlrophylic Vegetation _ Dominance Test is >50% _ Prevalence Index is <_3.0' _ Morphological Adaptations' (Provide supporting data in l2emarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (6cplain) 'Indirators of hydric soil and wetland hydrology must be present, unles"s disturbetl or problematic. Hydrophytic '-- VegeWtion Present? Yes No :wae pnoro numbers here or on a separate sheet.) �/ . 1 a�tiC�:- ��� e Y�r°'�ii �.:,4�. ��iJ�t 1_:, li ���t: �5.j �i ..: a4 � -.... ...tiSIiY4` �, . � ` � .,. , , a t -( ' i'�; .. .. ; ' ��:. US Army Corps of Engineers Eastern Mountains and Piedmont - Peer-Review Draft 6-25-2009 SOIL Sampling Point: Profilg�q,es,�riptiort: (Describe to the depth�nepdedrfq �z¢ument the indicator or con£rm the a6sence 6Y i dicats/s ) 1=, j.i .,;.. � n DeQth,� Matnz ��. ,,� ' � Redox Features � x �- ��. ! Gnctiesl Color (moisfl � � °� Color (moisfl % Tvoe Loc Texture �. h � REmarYcs -.� Q�� A' . _ _ �' "Jfi * rb i.: ` } v ,. %�._d,i'.s_� ::� �e3� _' � .;.� � -'— T �—:, . . ., ` - i s t '^'� s' JV��y��.:f �-I�I�.i::,C .+ F�..ta�il��.i�: 4 • 3. ���9 � i4A 'T e: C=Concentrafion, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. �Location: PL=Pore Linin , M=MaViz. Hydric Soil Indicators: � Indicators for Problematic Hydric Soils': Histosol (At) _ Dark Surtace (S7) _ 2 cm Muck (A10) (MLRA� 147) Histic Epipedon (A2) _ Polyvalue Below Surtace (SS) (MLRA �47, 748) _ Piedmont Floodplain Soils (F19) Black Nistic (A3) _ Thin Dark SurFace (S9) (MLRA 747, 148) (MLRA 736,147) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Red Parent Material (TF2) Stralified Layers (A5) _ Depleted Matrix (F3) _ Very Shallow Dark Surtace (TF12) 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Other (Explain i� Remarks) `/ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) . Thick Dark Surface (Al2) _ Redox Depressions (F8) Sandy Mucky Mineral (St) (LRR N, _ Iron-Manganese Masses (F12) (lRR N, MLRA 147, 148) MLRA 736) � _ Sandy Gle}�ed MaMx (S4) _ Umbric Sur4¢g (F13) (MLRA 73�; T22) ..'.Indicfa�qC�pf:hyyiropKy�ic Legetdtion,apd.,: _ Sandy Redox (SS) _ Piedmont Floodlplain So`s (Ft9) EMLRA 148) wetland hydfology�n45hbepresent,-,;`�, Stripped Matrix (S6y " unless disturbed or problematic. Restrictive Layer (if observed): Type: . Deplh (inehES): � ��.� �, HydNc Soil Present? Yes '� No _ Remarks: r, ��.s�..,.;. �, �..i }"iiy:N } ..,.,.'%q;.� r'���j v � HYDROLOGY Pnmarv Intlirators (minimum of�one is reouired: check all that aoolvl G Surface Soil Cracks (66) � Surface Waler (A1) _ True Aquatic Plants (614) - _ Sparsely Vegetaled Concave Surtace (BS) ✓ High Water Table (A2)- _ Hydrogen Sulfide Odor (C1) _ Drainage Pattems (810) � 1 Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (Bt6) _ Water Marks (81) � _ Presence of Reduced Iron (C4) _ Dry-Season Water Ta61e (C2) _ Sediment Deposits (B2) _ Recent Iron Retluction in Tilled Soils (C6) _ Cra�sh Burrows (C8) _ Drift Deposits (83) _ Thin Muck Surtace (C7) _ Saturation Ysible on Aerial Imagery (C9) _ Algal Mat or Crust (B4) _ Other (Explain in Remarks) _ Stunted or Slressed Plants (D1) _ Iron Deposits (65) _ Geomorphic Position (D2) _ Inuntlation Visible on Aerial Imagery (87) _ ShallowAquitard (D3) _ Water-Stained Leaves (89) _ Microtopographic Relief (D4) _ Aquatic Fauna (673) _ FAC-Neutral Test (D5) Surface Water Present? Yes � No _ Depth (inches): ��� Water Table Present? Yes ✓ No _ Depth jinches). �� .. -. Saturalion Present? Yes ✓ No_ DeptM'(irtciies)� D�� `�� Wetland Hydrology Preseri{?`' Y�s �� t�o A� `" Data (stream gauge. '�O�(DED v�1.4i�fL obsCfv(C( id CP�i�fa� �S ints• oF �iCzA R6�/<<.J oF w'2i�I�rt�; nb RA;nI al�l�t� US Army Corps of Engineers Eastem Mountains and Piedmont— Peer-Review Draft 6-25-2009 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont DRAFT Project/Site: � 1������� ���1 �"�TQ City/County: �A!/}� SamplingDate: 2 Z3(ra Applicant/Owner: 0- �� State: Sampling PoinC �� �fl U. i _ �I ... Investigator(s): Landfortn (hillslope, lerrace, etc.): Slope (°h): �_ Lat: _ Soil Map Unit Name: Y� 0./1 i Section, Township, Range: � �� � yLCo�ral !�reli�ef �(wqn�c1ave, Gonvex, none): �0/1�� � . . �i' � �c�' � Long: [ O' �J✓ "' I d � Datum: . . . - �'�+� �� NWI Gassification: Are climatic / hydrologic conditions on the site typiral for this time ot year? Yes '� No _(If no, explain in Remarks.) Are Vegetation _, Soil , or Hydrology _ significanlly disturbed?�!'A Are "Normal Circumstances" present? Yes `� No _ Are Vegetation _, Soil , or Hydrology _ naturally problematic:N.4G} (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features. etc. Hydrophytic Vegetation Present? Yes .� No Is the Sampled Area / Hydric Soil Present? Yes No � W�thin a WetlandT Yes No ./ Wetland Hydrology Present? Yes No / Remarks: S ��� p'.l�l Obl'{{� q"S '�w � l -(�o Jr k�c�,l.l�.� upgr�c�.{- -�o� �Je�4-�ac�� vtcit i q i �c�rv — use sGentit�c names of plants. Tree Stratum (Plot size: ) t. ,iiAVS 'E"0.t'G�Ga. 2. /�CPl ( JM 3. l.-�.q�a� L(AM�f �(0.Ci �JO.- 4. 5. _. _ Sa lin /Shrub Stratum (Plot size: ) 1. ����. GL� I�a. 2. _�, : dJi L�nM.�nd( S raC.t �U G.,. 4. 5. Herb Stratum (Pbt size: ) ,. twnd;na,c� �; oanl e�- z. 3. 4. 5. 6. 7. S. 9. 10. Woodv Vne Stratum (Plot size: ) 1. �� �ALL.Iti �� or on a separate %Cover Soecies? -StaWs ✓ �L � � = Total Cover � �� = Total Cover �ytccJ = 7otal Cover J = Total Cover Number of Dominant Species � That Are OBL, FACW, or FAQ (A) Total Number of Dominant Species Across All Strata: 3 (g) Percent of Dominant Species That Are OBL, FACW, or FAC: � Q� (A/B) Total % Cover of: Multiolv 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 = _ Rapid Test for Hydrophytic Vegetation Dominance Test is >50 % _ Prevalence Indez is <-3.0' _ Morphological Adaptations� (P:ovide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Ecplain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Hydrophytic VegeWtion Present? Yes No US Army Corps of Engineers Eastern Mountains and Piedmont- Peer-Review Draft 6-25-2009 SOIL Samolino PoinC Profile Description: (Describe to the depth needed to document the indicator or confrm the absencebf indicators:}�� ���� ..- Depth Matriz Redox FeaWres � . . . � � '(inches) Color moist % Color(moisfl % Tvoe Loc Texlure-� Remarks o K.3 v � � �`� - - � 'T e: C=ConcenVation, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Santl Grains. 'Localion: PL=Pore Linin . M=MaViz. Hydric Soil Indicators: � � Indicators for Problematic Hydric Soils': Histosol (A1) _ Dark Surface (S7) '_ 2 cm Muck (A10) (MLRA'147) Histic Epipedon (A2) _ Polyvalue BelowSurtace (SS) (MLRA 147,'148) _ Piedmont Floodplain Soils (F19) Black Histic (A3) _ Thin Dark Surface (S9) (MLRA �47, 148) (MLRA 136, 147) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) Red Parent Material (TF2) . Stratified Layers (A5) �� DepleteC Matrix (F3) , . . . �_ �Very Shalbw Dark Surface (TF12) 2 cm Muck (A10) (LRR N) -� � _ Redox Dark Surtace (F6) �� _ Other (Explain in Remarks) Depleted Below Dark Surface (A1'I) _ Depleted Dark Surface (F7) Thick Dark Surtace (Al2) _ Retlox Depressions (FS) Sandy Mucky Mineral (S1) (lRR N, _ Uon-Manganese Masses (F12) (LRR N, MLRA 147, 148) MLRA 136) � Sandy Gleyed Matrix (S4) _ Umbric Surfece (F13) (MLRA 136, 122) 'Indicators of hydrophytic vegetation.and' Sandy Redox (S5) _ Piedmont.Floodplain Soils (F19) (MLRA 148) wetland hydrology must be presenl, ��. Stripped Mdtrix (S6) , unless disturbed or problematic�.. . Restrictive Layer (if observed�: � � _ Type: ✓ Depth (inches):- Hydric Soil Present? Yes _ No _ Remarks: HYDROLOGY Primarv Indirators (minimum of one is reauired� check all that aoolv) _ Surtace Soil Cracks (66) _ Surface Water (A1) _ True Aquatic Planls (814) _ Sparsety Vegetated Concave Surtace (68) _ High Water Ta61e (A2) _ Hytlrogen Sulfide Odor (Ct) _ Drainage.,Pattems (B10) } _ Saturation (A3) _ Oxidized Rhiiospheres on Living Roots (C3) _ Moss Trim Lines (816) _ Water Marks (Bt) _ Presence of Reduced Iron (C4) _ Dry-Season Water Table (C2) _ Sediment Deposits (62) _ Recent Iron Reduction in Tilled Soils (C6) _ Crayfish Burrows (CS) _ Drift Deposits (83) _ Thin Muck Surtace (C7) _ Saturation Vsible on Aerial Imagery (C9) _ Algal Mat or Cmst (B4) _ Olher (F�cplain in Remarks) _ Stunted or Stressed Plants (D1) _ Iron Deposits (B5) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (B� _ Shallow Aquitard (D3) _ Water-Stained Leaves (B9) _ Microtopographic Relief (D4) _ Aquatic Fauna (613) _ FAGNeutral Test (D5) new voservanons: SurFace Water Present? Yes _ No _ Depth (inches): � Water Table Present? Yes _ No _ Depth (inches): A / Saturation Present? Yes _ No _ Depth (inches): Wetland Hydrology Present? � Yes �_ �� No�-J Recorded Data (stream gauge, monitoring Remarks: US Army Corps of Engineers Eastern Mountains antl Piedmont — Peer-Review Draft 6-25-2009 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont ORAFT ProjecuSite:�i�/L�NELLMi(�� ciry�county: �t(.Ei6N �A� SamplingDate:ZZ3I�0 A IicanVOwner. G O � r PP State: I�� Sampling Polnt: �_U%�� Investigator(s): 1 �-� Sectioq Tovmship. Range: � Landfortn (hillslope, terrace, etc.): �ffh(�i Local relief (conrave, convex, none): i�v/��Q�(- Slope(�io>: L�4�°�,Q�ac:_1 3�5.53243 �l �009: 78� 3�'{903 � Datum: Soil Map Unit Name: �I�(D��vw-M SA�J DN � OA.nA NWI Gassification: Are climatic / hydrologic conditions on the site typical tor this time of year? Yes f No (If no, explain in Remarks.) Are Vegetation _, Soil , or Hydrology _ signifcanlly disturbed? 1J�R Are "NOrmal Circumstances" present? Yes � No _ Are Vegetation _, Soil , or Hydrology _ naturally problematic? u�A (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features. etc. Hydrophytic Vegetation Present? Yes � No Is the Sampled Area Hydric Soil Present? Yes ✓ No _ �y�thin a Wetland? Yes � No Wetlantl Hydrology Present? Yes ✓ No Remarks: VECiETAT10N - USe SCientifiC nameS Of plants. TreeStraWm (Plotsize: 3. 4. 5. Saolinq/Shrub Stratum (Plot size: 1. 2. 3. 4. 5. % Cover Soecies? � Status Number of Dominant Species That Are OBL, FACW, or FAC: Herb Stratum (Plot size: ) � � ,. woodward�n ar�olc��c... 2S z. V�lir.ros�e ' nti ;minCoM 50 3. �(uAWS .F�F�iS�.LS �O_ 4. 5. 6. 8. = Total Cover = Total Cover Ot3L. F�tL+ Ac�Jt- Total Number of Dominant Species Across All Strala: 3 �A� 3 �B� Percent of Dominant Species That Are OBL, FACW, or FAC: � DD� D (q/g) Total % Cover of: Multiolv 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 = _ Rapid Test for Hydrophytic Vegetation _ Dominance Test is >50% Prevalence Index is 53.0' _ Morphological Adaptations' (Provide supporting dffia in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Fxplain) �� 'Indicators of hydric soil and wetland hydrology must RS = Total Cover be present, un�ess disturbed or problematic. Woodv Vne Stratum (Plot size: ) � - �. Hytlrophytic � 2. Vegetation = Total Cover Present? Yes � No _ Remarks: (Include photo numbers here or on a se arate sheet.) �;�u�.r s�.tc. o��y�n�u-�oM cx.i✓rrk u+�d,un.�a{�t �r�✓u��c.6,r'7J� Auo bro�s i�! s%fu�n -FIooD�lai�l • US Army Corps of Engineers Eastern Mountains and Piedmont - Peer-Review Draft 6-25-2009 SOIL Samolino Point: W 8— wu �{- Profile Description: (Descrihe to the. depth needed, So.doGUment the indiwtor or con£rm the absence.of indicators.) ,,. Depth Matriz � � Redoz Features � "� � Gnbf�esl Color (moisfl � ' % Color (moistl % Tvoe Loc� TeMure � ' Remarks -� 0 3 �1�� -- �wl,�i�sA+JD" . 'T e: C=ConcenVafion, O=De letion, RM=Retluced Matrix, CS=Covered or Coated Sand Grains. �Location: PL=Pore Linin , M=MaVix. Hydric Soil Indicators: - Indiwtors for Problematic Hydric Soils': Histosol (A1) _ Dark Surface (S7) �_ 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) . _ Polyvalue Below Surtace (S8) (MLRA 147, 14S) _ Piedmont Floodplain Soils (F19) Black Hislic (A3) _ Thin Dark Surface (S9) (MLRA �47, 148) . (MLRA 136, 747) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Malrix (F2) _ Red Parent Malerial (TF2) Stratified Layers (A5) _ �epleted Matrix (F3) _ Very Shallow Dark Surface (TF12) 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Other (Explain in Remarks) y� Depleted Below Dark Surtace (A11) _ Depleled Dark Surtace (F7) Thick Dark Surtace (Al2) _ Redox Depressions (F8) Sandy Mucky Mineral (S1) (LRR N, _ Iron-Manganese Masses (F12) (LRR N, MLRA 747, 148) MLRA 736) � Sandy Gleyed Matrix (S4) _ Umbric Surface (F13) (MLRA 136, 122) 'Indicators of hydrophytic vegetation and Santly Redox (S5) _ Piedmont Floodplain Soils (F19) (MLRA �48) wetland hydrology must be present, Stripped Malrix (S6) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): � � Hydric Soil Present? Yes � No _ Remarks: HYDROLOGY � Wetland Hydrology Indicators: Secondarv Indicators /minimum of hvo requirec Primarv Indicators (minimum of one is reauired: check all that aoolvl _ Surtace Soil Cracks (B6) ✓ Surtace Waler (A1) _ True Aquatic Plants (874) _ Sparsely Vegetated Concave SurFace (68) �/High Water Table (A2) _ Hydrogen Sulfide Odor (C1) - _ Drainage Pattems.(810) � . , /Saturation (A3) _ Oxidized Rhizospheres on Living Rools (C3) _ Moss Trimiines (816); , � � . � � _ Waler Marks (61) _ Presence of Reduced Iron (C4) �� _ Dry-Seasori Water Table'(C2) " � _ Sediment Deposits (B2) _ RecenC�lron Reduction in Tilled Soils (C6) _ Cra�sh Burrows (CS) �` ' � � � � " " _ Drift Deposits (B3) _ Thin Muck Surface (C7) _ Saturation Ysible on Aerial Imagery (C9) _ Algal Mat or Crust (B4) _ Other (Explain in Remarks) Stunted or Stressed Plants (Dt) _ Iron Deposits (65) r�Geomorphic Position (D2) Inundation Visible on Aerial Imagery (B7) _ Shallow Aquitard (D3) �Water-Stained Leaves (89) _ Micm4opographic Relief (D4) _ Aquatic Fauna (B13) _ FAC-Neutral Test (D5) �. Surtace Water Present? Yes _ No _ Depth (inches): � WaterTablePresenl? Yes� No_ Depth(inches): ��� Saturation Present? Yes ✓ No _ Depth (inches): (7�� Wetland Hydrology Present? Yes� No _ includes ca illa Gin e Describe Recorded Data (slream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks � �� . US Army Corps of Engineers Eastem Mounlains antl Piedmont — Peer-Review Draft 6-25-2009 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont DRAFT ProjecVSite: f t Kd� CitylCounty: �t�l�7i� /t� SamplingDate: �I23��v ApplicanVOwner: D �� State: �� t_. Sampling Point: �u1��Al161 Investigator(s): " ' r/� Section, Township, Range: ^:; r. , � � 1 � r- r .., _. '. ��.�..... . , . .. Landform (hilislope, terrace, etc.): TGf (FFG� Local relief (conpve, convex, none): _� �Co�ltlR�. Slope (�io>: (� -�f� Lat: 35. 53�,t{� N Long: rlFi• 3o�F°f o3 N� Datum: Soil Map Unit Name: _�D c.a�Ce S0.Mi u( 04N� �!' ��% 3��t NWI Gassification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes � No (If no, explain in Remarks.) Are Vegetalion _, Soil _, or Hydrology _ significantly disturbed? o�lli} Are "Normal Circumstances" present? Yes ✓ No _ Are Vegetation _, Soil _, or Hydrology _ naturalty problematic?F�y� (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes '� No _ �s the Sampled Area Hydric Soil Present? Yes _ No � within a Wetland? Yes No .� WeUantl Hydrology Present? Yes No � Remarks: VEGETATION — Use scientific names of plants. Tree SfraWm (Plot size: ) % Cover Soecies? � StaWs �. ' f �n _� ✓ ���'AL�, 2. �,.iAUi��00.� �i �QC4'��Jt�. �t% �� '�"_ 3. 4. 5. � = Total Cover Saolino/Shrub Stratum (Plot size: ) 1. Z��, �GCid�.UOu � Fi{�y)— 2. 3. 4. 5. _ !' = Total Cover Herb Stratum (Plot size: ) 1. I�iiGfDSi�QAiJM �IiMi/ICJ+M �� ✓ �AC..�' 2. 3. 4. 5. 6. 7. 8. 9. 10. �5 = Total Cover Woodv Vine Stratum (Ploi size: ) 1. ' i L�. 'A 0�C _ r � 2. S�� �. ( ��i K. � FkL 1 (� = Total Cover (Include photo numbers here or on a Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 3 (q) Total Number of Dominant Species Across All St2ta: � (B) Percent of Dominant Species That Are OBL, FACW, or FAC: OC7 (A/B) Total % Cover of: Multiolv 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 Indez = B/A= _ Rapid Test for Hydrophytic Vegetation Dominance Test is >50 k Prevalence Index is 53.0' _ Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Hydrophytic Vegetation Present? Yes '� No _ US Army Corps of Engineers Eastern Mountains and Piedmont — Peer-Review Oraft 6-25-2009 SOIL Sampling Point: Proiile Description: (Describe to the depth needed to dacument the indicator or conflrm the ahsence.of indicato[sJ , , . Depth Matrix Redox Fealures �. . � ; � (inchesl Color (moistl °� Cobr (mois0 % Tvoe Loc Teuture - - Remarks pJto' F l0 24 � -- ��„� 'T e: C=Concentra6on, D=De letion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains. �Localion: PL=Pore Linin , M=Matrix. Hydric Soil Indiwtors: Indicators for Problematic Hydric Soils': Histosol (A1) _ Dark Surtace (S7) �_ 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) _ Polyva�ue Below Surface (SS) (MLRA 147, �48) _ Piedmont Floodplain Soils (F19) Black Histic (A3) � _ Thin Dark Surface (S9) (MLRA 147;148) (MLRA 136, 147) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Red Parenl Material (TF2) Stratified Layers (AS) _ Depleted MaUix (F3) _ Very Shallow Dark Surtace (TF12) 2 cm Muck (A10) (LRR N) _ Redox Dark Surtace (F6) _ Other (Explaln in Remarks) Depleted Below Dark Surtace (A11) _ Depleted Dark Surtace (F7) Thick Dark Surtace (At2) _ Retlox Depressions (F8) Sandy Mucky Minerai (S1) (LRR N, _ Iron-Manganese Masses (Ft2) (LRR N, MLRA 147, 148) MLRA 136) � _ Sandy Gley,etl Matrix (S4) _ Umbric Sudace,(F'13) �(Ap,LRA 136�;922) 'Indicators of hydrophytic,vegetation and , Sandy Redox (S5) _ Piedmont,Flootlplain Sqils (F19) (MLRA �48) welland hydrology musl be present, Stripped Mahi7c (S6) � ` �� unless disturbed or pmblematic � Restrictive Layer (if observed): Type: Depth (inches)5 HydNc Soil Present? Yes _ No �'� Remarks: -� ' .,. ii�:; . ,i.L_�.;1, .{--.,..7 HYDROLOGY Pnmarv Indicators (minimum of one is reouired� check all that aoniv) _ Surtace Water (A1) _ True Aquatic Plants (814) ��� � _ High Water Table (A2) _ Hydmgen Sulfde Odor (C1) -- C"' _ Saturation (A3) _ Oxitlized Rhiiospheres on Living �toots (C3) _ Water Marks (B1) _ Presence of Reducetl Iron (C4) _ Sediment Deposits j62) _ Recent Iron Reduction in Tilled Soils (C6) _ DriN Deposfts (B3) _ Thin Muck Surtace (C7) _ Algal Mat or Cmst (B4) _ Other (Explain in Remarks) _ Iron Deposits (B5) _ Inundation Visible on Aerial Imagery (87) _ Water-Stained Leaves (B9) _ Aquatic Fauna (613) Surtace Water Present? Water Table Present? Saturation Present? US Army Corps of Engineers Yes Yes Yes gauge, _ Surface Soil Cracks (86) _ Sparsely Vegetated Conrave Surtace (BS) _ Drainage Paltems (B10) , . ..i��.�.:�;�.,,, . Y . _ Moss Trim Lines (B16) �.� � ' � _ Dry-Season Water Table (C2) _ Cra�sh Burrows (C8) _ Saturation Visible on Aerial Imagery (C9) _ Stunted or Stressed Plants (D1) _ Geomorphic Position (D2) _ ShallowAquitard(D3) _ Microtopographic Relief (D4) _ FAC-Neutral Test (D5) No � Depth (inches): No � Depth (inches): No � Depth (indlies): '` Wetland Hydrology Present?��- Yes �" � Nd'� Eastem Mountains and Piedmont— Peer-Review Draft 6-25-2009 North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 A. Geomor holo (subtotal= �Q7•� ) Absent Weak Moderate Strong , 1a. Continuous bed and bank 0 1 2 3 2. Sinuosity 0 1 3 3. in-channel structure: riffle-pool sequence 0 1 3 4. Soil texture or stream substrate sorting 0 1 2 3 5. Active/relic floodplain 1 2 3 6. Depositional bars or benches 0 1 3 7. Braided channel 1 2 3 8. Recent alluvial deposits 0 1 3 9aNaturallevees 0 1 2 3 10. Headcuts 0 1 2 3 11. Grade controls 0 0.5 1 1.5 12. Natural valley or drainageway 0 0.5 1 1.5 13. Second or greater order channel on existin USGS or NRCS map or other documented No = 0 Yes� evidence. a Man-made ditches are not rated; see discussions in manual B. Hydroloqy (Subtotal = �•� 1 14. Groundwater flow/discharge 15. Water in channel and > 48 hrs since rain, or Water in channel - drv or arowino ceacnn 17. Sediment on plants or debris 18. Oraanic debris lines or oiles 1 C. Biology (Subtotal = J/ 20°. Fibrous roots in channel 21°. Rooted plants in channel 22. Crayfish � 23. Bivalves 24. Fish 25. Amphibians U Cd 1 2 3 1 2 � 1 0.5 0 5 1 1.5 0.5 1 1.5 No = 0 Yes 1.5 2 1 0 2 1 0 0.5 1 1.5 1 2 3 0.5 1 1.5 26. Mac�obenthos (note diversiry antl abundance) U 0.5 1 1.5 27. Filamentous algae; periphyton 0 1 2 3 28. Iron oxidizing baderia/fungus. 0 0. 1 1.5 29 °. Wetland plants in sVeambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0 Items 20 and 21 focus on the presence of upland plants. Item 29 focuses on the presence of aquatic or wetland plants. Rketr.h " Notes: (use back side of lhis form for additional notes.) USACE DWQ # Site #_ (indicate on attached map) 2. ;,,,; STREAI�I QUALITY ASSESSIVIENT WORKSHEET ��- _ . Provide the following.informarion Sor the stream reach under assessment: � -- � -� � - 1. RpplicanYs name: i C ! � - �� 2: Evalua[or's name: � �}'1l/ � � - - :. 3, Date of evaluatiou: $3 � 4. Time of evalv-atiton:�� �(i �1 ' 5. Name of stream:�„�T����lQ(Z, 6. River basin: �vet15Q � � 7. Approacimate drainage area: �- - � 8. Stream order: 2.�� � � � � - 9. Lengtk� of reach evaluated: - 2JJD� - � � � 10. Counry: � �f�� � � � �� 11. Site coordinates (if known): prefer in.decimat degrees. ��. 12. Subdivision name (if any): - - � Lat��,ae�ex.3a.s�zs,z�:_35•52S�loR�l Long;�,ae�ex:-».sse6�>>: "i8'• 3035�{2-vt/ . Method7ocaflon dete�mined (cucle): � GPS Topo Sheet Ortho (Aedal) Photo/GIS � Other GIS Other - � � . 13. Location of reach under evaluation� (note near y roads and landmazks and attach.map identifying stream(s) location): � - � MiFcl�ll iul:l� f�p}�[� —1��{�t¢�� I�;(1p� �tP il��t, �.� d.l �efsecf-la�+l 14. Pro�osed channel work (if any): - � � � � �� � . � � � - 15. Recent weather conditions: �1� Vl��in� %� i/lPi$ • � 16. Site conditions at time of visit:�wtW u. n�� �4�ir� � � � - � � � 17. Ide�i[ify any special waterway�classificafion8 known; -� Sectiod 10 �- _Tidal Wa[ers _Essential Fisheries Aabitat �-- � _Trqut Waters �_Outstanding Resource� Wa[ers �. ._NutrienYSensi[ive Waters -Water Supply Watershed �_(I-I� - - �� 18. Is [here a pond oc lake located upstream of the evaluation point? 'FS -NO If yes, estimate the water surface �area: _ �� 19. Does channel appear on USGS quad map? ���. ES NO �. 20.Does channel. appear�on.USDA Soil Survey? YES � NO - - � 21. Estunated watershed land use:�� �. (� %a Residential � - � � �°jo Commercial�-� ��� -� - %� Industrial . �% Agricultural � � - �% Forested ' '% Cleared / Logged _% Other ( 1 22. Bankfull widttt: �J � 23. Bank height (from bed to top of bank): �� � � �- 24. Channel slope down center of stream: �._Flat (0 to 2%) � ✓GentLe (2 to 4%) � . _Moderate (4 to 10%) _Steep (>10%) - -- � 25. Chai(riel sinuosity: _Streight ✓ Occasional bends -__Frequent meander �_Very sinuous. _Braided channel . �� Instrucrions for-comptekon-of worksheet (Iocated-on page 2): Begin by-determining [he-most appropriate ecoregion based on - . � . locarion,-tbrrain; vegekarion, sheam class�cation, ete.�--Every chazacteristic must be scored using the same ecoregion. Assign points - . to each � chazacteristid within the range. shown for the ecoregion. � Page 3 provides a brief �description of how t4 5eview the �� .. � charac[eristics identified in the worksheet. Scores should reflect an �overall assessment of the stream reach under evaluation. If a � charac[eristic cannot be evaluated� due to site or. weather condifions, enter 0 in the scoring box and provide an explana[ion in the . � comment sec[ion. Where there aze obvious changes-in the charncter of a stream under review (e.g, the stream flows from a pasture -� -.� . into a forCst),. the stream may be divided into sma110r reaches thaf digplay.more continuity, and a separate form used to evaluate each� �� �� reach. The total score assig¢ed to a stream reach must range behveen 0 and 100, with.a score of 100 representing a sfream of the .� � � � highest qUality: - � � .. . . . � . � � . . . . . . � Total Score (from reverse):�,� . � � � Comments: - - � � - � � � . � � � - ... Evaluator'sSignature� 1�Q[�l. - - � _ -`. Date Z��/LD ��-- .. ... -_ . This�channel evaluarion orm �s m[ended to be used.only as a guide to assist landowners and environmental professionals in . gathering.the� data required� tiy [fie United States Army�Corps of Engineers to make a preliminary assessment ot stream � :. � quaGty. `�.Ttie total score resulting from the completion of this form is subject to� USACE approval and does not imply a � �_parflcular �mirigation ratio or requirement. Form subject to change — version 06/03. To Comment, please ca11919-876-844 ] x 26. � STREAM QUALITY ASSESSMENT �'ORKSHEET - �---_ _....._.�..�... � ...., ,..,. �,,.,,... ,,, �„u,�a, ,�,, a,.,>. z North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 A. Geomor holo (Subtotal =��o• O) Absent Weak ` Moderate Strong'" 1a. Continuous bed and bank 0 1 2 2. Sinuosity 0 � 1 2 3. In-channel structure: riffle-pool sequence 0 1 3 4. Soil texture or stream substrate sorting 0 1 3 5. Active/relic �oodplain 0 1 2 3 6. Depositional bars or benches 0 1 3 7. Braided channel 0 1 2 3 � 8. Recent alluvial deposits 0 2 3 9a Natural levees 1 2 3 10. Headcuts � 2 3 11. Grade controls 0 0.5 1 1.5 12. Natural valley or drainageway 0 0.5 1.5 13. Second or greater order channel on existino USGS or NRCS map or other documented No � Yes = 3 evidence. - a Man-made tlitches are not rated: see discussions in manual � B. Hydrolo y (Subtotal = S( 14. Groundwater flow/discharge 15. Water in channel and > 48 hrs Water in channel - drv or amv 16. Leaflitter 17. Sediment on plants or debris 18. Organic debris lines or piles I 19. Hydric soils (redoximorphic ff C. Biology.' (Subtotal = �• � b 0 or 0 1-' 1 1 0 0.5 0 0.5 :nt? No 0 ��� �' �� ��� �� �1�� 20 . Fbrous roots m channel U 2 1 21 . Rooted plants in channel ' 2 1 22. Crayfish � 0.5 1 23. Bivalves 1 2 24. Fish 0.5 1 25. Amphibians 0.5 1 26. Macrobenthos (note diversity and abundance) 0.5 1 27. Filamentous algae; periphyton 0 1 28. Iron oxidizing bacteria/fungus. 0.5 1 29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = Items 20 and 21 focus on the presence of upland plants�, Item 29 focuses on the presence of aquatic or wetland Sketch: Notes: (use back side of this form for additional �otes.) ��q7nt �J�inl 2�" 1.P1> oF FiC-t.t7 P.E,h�,.� 0�� '/C�J 1.5 0 0 1.5 3 1.5 1.5 1.5 3 1.5 IPI - USACE DWQ # Site #_ (indicate on attached map) ;.;,; STREAM QUALITY ASSESSMENT WORKSHEET �•- . Provide the following.informafion for [he stream reach under assessment: -� -� -� . 1. ApplicanPs name:� � - 2: Evaluator's name: � � � � �� 3. Date of evaluation: p 4. Time of evaluatioa: `L•!%�%� 5. Name of stream:�� � �►fCr � � � � 6. River basin: - ��$L - - - � 7. Approximate drainage azea: �- � - �8. Stream order: t� � - � - 9. Length of reach evaluated: � /�7/� - - � 10. County: ��(G� � � � � � � 11. Site coordinates (if known): prefer indec-imtal degrees. �-. 12. Subdivision name (if any): � � � LatiNde�(ez.34.872312)t 35•�'3/�'33ry- �- � - Longitude(ez.-77.55661]): �• JVT L�S � Method location detelmined (circle): � GPS � Topo Sheet Ortho (AeriaO Photo/GI$ � Other GIS . Other . � � . � 13. Location of reach under evatuatioo (no[e nearby roads and landmazks and attachmap idenrifying stream(s) location): � P�li�cl�c(( /u;U �. • �r�. 'p�,a�l� '��¢tu�� 14. Proposed channel work (if 15. Recent wea[her conditions: 16. Site conditions at time of visi[:�nM �0 �}in� � 17. Identify any special watenvay�classifications known; -- Sectiou� 10 -�_Tidal, Waters _Essential Fisheries Habitat � -_Trout Waters _Outstanding Resource-Waters �,_Nutrient�Sensiqve Waters _Water Supply Watershed �_(I-I� ' 18. Is there a pond or lake located ups4eam of tkie� evaluation point? . YES NO �If yes,. es[imate the water surface-area: � � -� 19. Does channel appear on USGS quad map? � NO _ 20. Does channel. appeaz on USDA Soil Survey? YE - NO - �21. Estimated watershed land use: � . ��'7 % Residential . - �,�% Commercial -�� %� Industriat � % Agricultural tb % Forested % Cteared / Logged _% Other ( � � �� 22. Bankfull width: � 23. Bank height (from bed to top of bank): $ � � �.24. Channel slope down center of sheam: ._Flat (O�to 2%) � •�Gentle (2 to 4%)� . _Modern[e (4 to 10%) �_Steep (>IO%) -' �. 25. Channel sinuosity: _Straight _Occasional bends ��equent meander -_Very sinuous. Braided channet . � Instructions for�completion-of worksheet (located on page 2): Begin bydetermining�the�most appropria[e ecoregion based on - . locarion, terrain, vegetation, sheam classification, etc.- Every charao[eristic must be scored using the same ecoregion. Assign points �� .� to each � characteris[id within the � range. shown for the ecoregion. - Page 3 provides a brief � description of -how tQ review the � chazacteristics identi£ed in the worksheet. Scores should� reHect an �overatl assessmen[ oF the stream reach under evaluation . If a charac[eristic cannot be evaluated� due to site or weather conditions, en[er 0 in the scoring box and provide an explana[ion in [he . � comment section. Where there aze obvious changes in the character of a stream under review (e.g., the sheam flows from a pasture � into a foregt),.the stream may be divided into small0r reaches that�display.more con[inuity, and a separate fonn used to evaluate each� ..reach. The total score assigned to a sheam reach must range between 0 and 100, with. a score of 100 representing a stream of the . � � � highest quality. � : � � .. ' . � . � . . � . � . � Total Score (from reverse): �� Q . - � Comments: - ' � � . � � . . � � � � � Evaluator's Signature� . � � � - . . .. Date �'���`�� �� . . � � - � - � � This� channel� evaluatio orm is intended to be used. only as: a guide to assist landowners and environmental professionals in �� gathering.the� data required- by tlie United States Army�Corps of Engineers to make a preliminary assessment of stream. � - quality. The total score resulting from the complefion nf this focm 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. � � �- � . � � . � � . �. 1 . . . � . . . . . . STREAM QUALITY ASSESSMENT WORKSHEET �• i nese cnaractenst�es are not assessed m coastal s[reams. - � - 2 North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 A. GeomorpholopV (Subtotal= iP• � 1 Absent Weak Moderate Strona ' 1°. Continuous bed and bank 2. Sinuosity 3. In-channel structure: riffle-pool sequ� 4. Soil texture or stream substrate sorti 5. Active/relic floodplain 6. Depositional bars or benches 7. Braided channel 8. Recent alluvial deposits 9 a Natural levees 10. Headcuts 11. Grade controls 12. Natural valley or drainageway 13. Second or greater order channel on USGS or NRCS map or other docu evidence. a Man-made ditches are not rated; see discu in manual 0 0 No=O 1 1 1 1 1 1 0.5 0.5 � � 0 0 0 0 0 0 0 � 0 0 Yes �3 3 3 3 3 3 3 3 3 3 3 1.5 1.5 C. Biology (Subtotal = 4• 0 1 20°. Fibrous roots in channel 3 1 21°. Rooted plants in channel 3 1 22. Crayfish 0.5 1 23. Bivalves 1 2 24. Fish� 0.5 1 25. Amphibians 0.5 1 26. Macrobenthos (note diversiry and abundance) 0 0.5 1 27. Filamentous algae; periphyton 0 1 2 28. Iron oxidizing bacteria/fungus. 0 0.5 1 29 °. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 ; Items 20 and 21 focus on lhe presence of upland plants, Item 29 focuses on the presence of aquatic or w Notes: (use back side of this form for additional notes.) Sketch: R�tan (�nrc(, s� �n ¢�sin�t.{�4t� ��J 0 1.5 3 1.5 1.5 1.5 3 1.5 ier = 0 North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 A. Geomor holo (Subtotal= �'S ) Absent Weak 'Moderate Strong 1a. Continuous bed and bank 0 1 2 3 2. Sinuosity 0 1 2 3 3. In-channel structure: riffle-pool sequence 0 1 2 3 4. Soil te�Rure or stream substrate sorting 0 1 2 3 5. Active/relic floodplain 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Braided channel 0 1 2 3 8. Recentalluvialdeposits 0 1 2 3 9a Natural levees - 1 2 3 10. Headcuts 0 (1� 2- 3 11. Grade controls 0 0.5 1 1.5 12. Natural valley or drainageway 0 0. 1 � 1.5 13. Second or greater order channel on existina USGS or NRCS map or other documented No � Yes = 3 evidence. a Man-made ditches are not rated; see discussions in manual B. Hydrology (Subtotal = oZ • � ) 14. Groundwaterflow/discharge 15. Water in channel and > 48 hrs since rain, or Water in channel - drv or amwina seasnn 17. Sediment on plants or debris 18. Oraanic debris lines or oiles � C. Biology (Sub 20°. Fibrous roots 21°. Rooted plant: 22.Crayfsh � 23. Bivalves 24. Fish 25. Amphibians 26. Macrobenthos 27. Filamentous al 28. Iron oxidizina t rocai = in channel in channel �� �� 7� ar�� . � 3 3 � � � � 2 3 2 3 �.5 0 1 1.5 1 1.5 Yes = .5 1 1 0 0 � 3 1.5 siry and abundance) aT � 1.5 �hyton 0 1 2 3 ngus. 0 0.5 1 1.5 nbed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0 presence of upland plants, Item 29 focuses on the presence of aqualic or wetland plants. Notes: (use back side of this form for additional notes.) Sketch' S�oP�-�a.:t� G�2iJ�Pl1 Su�a�� DC�c�inu.'i�����K�n.L Cu.(v¢I�- �t.ulC.�n , USACE AID# DWQ Site #_ (indicate on attached map) ;,�„ STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: ��` i „� 1. ApplicanYs name: U� OF �le�Ai� 2. Evaluator's name: f7Aiv � �G 3. Date of evaluation: Z�2 3c� ��, 4. Time of evaluation.: f� Z-"-'I �PM 5. Name of stream: W�T M_�U/G.��L � 6. River basin: NC.� 7. Approximate drainage area: S. Stream order: � ST 9. Length of reach evaluated: J�'O � 10. County: Wf�'�� 11. Site coordinates (if known): prefer in� Jdecimal degrees. 12. Subdivision name (if any): q Latitude (ex. 34.872312): �S• S� � �-I "� Longitude (ex. -77.556611): 7° ' �d � � I Method location determined (circle): GPS - To o Sheet Ortho (Aerial) Photo/GIS Other GIS Other 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): 14. Proposed channel work (if any): 15. Recent weather conditions: (�l0 �/+inl ullw 2'l �l�' 16. Site conditions at time of visit: �ju/Vl�l __.. 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-N) 18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the�water surface azea: 19. Does channel appeaz on USGS quad map? YES NO 20. Does channel appeaz on USDA Soil Survey? YES �TO 21. Estimated watershed land use: afl % Residential ��% Commercial _% Indushial _% Agricultural `�% Forested _% Cleazed / Logged _% Other 22. Bankfull width: Z. � 23. Bank height (from bed to top of bank): i� 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 chazacteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a chazacteristic 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 aze obvious changes in the chazacter of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more cortinuiTy, and a separate form used to evaluate each reach. The total score assigned to a sfream reach must range between 0 and 100, with a score of 100 representing a stream of the highest qualiTy. . Total Score (from reverse): - ( � Comments: Evaluator's Signature l��,�T.U� Date �23// (% This �channel evaluation f is intended to be used only as a guide to assist landowners and en 'ronmental 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 QUALITY ASSESSMENT WORKSHEET * These characteristics are not assessed in coastal streams. North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 A. Geomor holo (Subtotal =(0-5 ) Absent ' Weak ` Moderate Strong , 1a. Continuous bed and bank 0 1 2 3 2. Sinuosity 1 2 3 3. In-channel structure: riffle-pool sequence 0 2 3 4. Soil te#ure or stream substrate sorting 0 1 2 3 5. Active/relic floodplain 1 2 - 3 6. Depositional bars or benches 1 2 3 7. Braided channel 0 1 2 3 8. Recent alluvial deposits 0 1 2 3 9a Natural levees 1 2 3 10. Headcuts 0 1 3 11. Grade controls 0.5 1�� 1.5 12. Natural valley or drainageway 0 0.5 1 1.5 13. Second or greater order channel on existina USGS or NRCS map or other documented No �0 Yes = 3 evidence. a.'_' _'�_ .:.'`_""""'_.'.""'"""_"__"_ ___.._� t5. FiyQfOlO9y (JUDIOiBi = 14. Groundwater flow/dische 15. Water in channel and >� 1Al�tcr in rhnnncl _ iini r 16. Leaflitter 17. Sediment on plants or debris 18. Organic debris lines or piles (Wr 19. Hydric soils (redoximorphic feati C. Biology (Subtotal = a' � 20e. Fibrous roots in channel U 1 or p O 1.5 1 0 0 0.5 ��» ti,. = n 22. Crayfish 23. Bivalves 24. Fish 25. Amphibians 26. Mac�obenthos (note diversity and abundance) 27. Filamentous algae; periphyton 28. Iron oxidizing bacteria/fungus. 29 °. Wetland plants in streambed Items 20 and 21 focus on the presence of upland pla Notes: (use back side of this form for additional notes.) 3 Yl. _ 29 fo 2 2 0.5 1 1 Yes 2 UJ 0.5 1 1 2 0.5 1 0.5 1 0.5 1 1 2 0.5 1 FACW = 0.75; OBL = 1.5 SAV = 2.0; ( on the presence of aquatic or wetland plants. Sketch: ��1c�R� C�nurcLt ix�rfLi n� �ot' ��i l�i'� -� 3 � 1.5 0 0 1.5 3 1.5 1.5 1.5 3 USACE u���7 Site #_ (indicate on attached map) ;,,,; STREAM QUALITY ASSESSMENT WORKSHEET Provide the following' formation for the stream reach under assessment: 1. ApplicanYs name: U� OF ��e f�� 2. Evaluator's name: r� ,v 3. Date of evaluation: Z� 2�i� 1� 4. Time of evaluation:� ~' 5. Name of stream: �D(�n,u - S�q.lc 3 6. River basin: �SQ. 7. Approximate drainage uea: 8. Stream order: I$r 9. Leng[h of reach evaluated: ZS � 10. County: 1t�ik� 11. Site coordinates (if known): prefer in decimai degrees. 12. Subdivision name (if any):p u Latitude (ex. 34.872312): ��• 7 ',�0� � Longitude (ex. —77.556611): ! O ' JD -1 3 3 � Method bcafion determined (circle): GPS (T� 13. Location of reach under evaluation (note 14. Proposed channel work 15. Recent b��` i��' �;� Ortho (Aerial) Photo/GIS Other GIS . Other ds and landmarks and attach map identifying slream(s) location): . ..� �. � r 16. Site conditions at time of visit yN.N I�vt 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? YES NO If yes, estimate the�water surface azea: 19. Does channel appeaz on USGS quad map? YES N� 20. Does channel appear on USDA Soil Survey? YES NO 21.Estimatedwatershedlanduse: �7%Residentiai �%Commercial _%Industrial _%Agricultural �� % Forested _% Cleazed / Logged _% Other ( 22. Bankfull width: '/� � 23. Bank height (from bed to top of bank): 1� 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 ewregion based on location, tenain, vegetation, sfream classification, etc. Every chazacteristic must be scored using the same ecoregion. Assign points to each chazacteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics 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 aze obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream 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 lOQ with a score of 100 representing a stream of the highest qualiTy. � Total Score (from reverse): � � Evaluator's Signature T V � Date o��G�� lU This channel evaluation orm is intended to be used only as a guide to assist landowners and env��onmental 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 QUALITY ASSESSMENT WORKSHEET * These characteristics are not assessed in coasffit streams. IMPAC T DRAWINGS GRAPHIC SCALE 300 0 3�6C�0 �rnf-�Ti� �lN FEET J lINCH = 600 FT SITE I / � �Q �_ � � 1.�.� � Q r. 1`' � �\' � �� SITE 2 � SITE 3 ��„ Kimley-Horn �� andAssociates, Inc. MITCHE�� MI�� RD PROJECT CORRIDOR I OF 7 � , zo,a Post Office Box 33068 Ralei9h, North Carolina 27636 TEMPORARY PERMANENT BUFFER BUFFER WET�AND WET�AND STREAM SIREAM ZONE I ZONE 2 IMPACTS IMPACTS IMPACTS IMPACTS IMPACTS IMPACTS IMPACTS (FT � ) (ACRES) (FT) (FT) (FT � ) (FT � ) SITE I 0 Oo00 Iq 0 926 586 SITE 2 I 750 I Oo02 I qq SITE 3 0 Oo00 117 � Total impacts associated with road9 stormwater BMP and utilitieso The area in parenthesis is considered the mitigatable impacts associated with the road crossing and does not include strc�mwater BMP and utility impacts which were considered allowable impacts not requiring mitigatione 73 I 8g22�1 I 50826 240 �0g355� 11,191� C9g?17i (9,9�16) � Kimley-Horn � andAssociates,lnc. MITCHE�� MI�� RD IMPACT 2 OF 7 L ,,o„ SUMMARY Post Office Box 33068 Raleigh, Norih Carolina 27636 � r��/ � \ \ �\�\ \` � � �% oy �s� � ��� o,�J \ \ � �� � � � ,`, �- i3% � ����� �����. PROPOSED RIGHT-OF-WAY ■ • ■ ■ ■ PROPOSED SI�T FENCE —E EASEMENT - - - - - PROPOSED �IMITS OF DISTURBANCE —POE— PERMANENT DRAINAGE EASEMENT �2x� GRAPHIC SCALE 40 0 40 80 '��T . — i ' �lN FEET) l INCH = 80 FT exisripc �z eox cu�vERr � Exisripc Roao i ti mti / ti m i� � �� � o � ,� �� � \� � tip� - � ., � $s • � �. f'ERMANENT STREAM IMPACTS - TEMPORARY STREAM IMPACTS _= BUFFER ZONE 2 �IMITS BZ 2 gUFFER ZONE 2 LIMITS / �� / ��� _ ,`\ w=/ - w/ _/ ,s� / !, � * �, \�� � — re — TOP OF BANKS 0 BUFFER ZONE IIMPACTS 0 BUFFER ZONE 2 IMPACTS WET�AND IMPACTS ��„ Kimley-Horn �� andAssociates, Inc. MITCHE�� MI�� RD SITE I BUFFER 3 OF 7 �,ZO„ ZONE IMPACT Post Office Box 33068 Ralei9h, North Carolina 27636 � � �ti 00 �m 0 3 � � W m� �� U � � � � � � i \ � d EXISTING ROAD t N�' - - � � �� PROPOSED ROAD � '� ��J� _ - - � __ � . - - --- -- --=- - � _ _ ' _ __ _ _ _ _ _ _ _ _ _ _ __ �ITCHELL MILL RD SR 2224 ' I GRAPHIC SCALE 3d 0 30 60 �'�-�-r� =—I — �`� UN FEET) l Y�VCH = 60 FT z �� � `� \ I �E ■ �lrr—i�. • ' „' ///%, _� - PUE PUE ' PUE PUE PUE PUE�� r�.l� _ ____ P�IJ�� -� __,� �� --�� -- �� —,_�-C ` --``� --' ,_---=�---�_� �__ �// t,___' --- ^ PDE�_ . 1-J� ��. �—_''r� i a-� s � P�p � �- � � ■ ■ . - ■ � PD� ; PDE ' �, - PDE EE" � E- EXISTING 42"CMP TO !� BE REPLACED WITH 6� PROPOSED ROAD PROPOSED CULVERT ti++ l Ca l0' x 8' RCBC EXISrING ROAD W/ BEVELED INLET A (BURIED l'1 PROPOSED RIGHT-OF-WAY - �-� --�-_E -- _- � � � ■•■■■ PROPOSED SI�T FENCE PERMANENT STREAM IMPACTS —E EASEMENT TEMPORARY STREAM IMPACTS ----- PROPOSED �IMITS OF DISTURBANCE _= BUFFER ZONE 2 �IMITS —POE— PERMANENT DRAINAGE EASEMENT Bz 2 gUFFER ZONE 2 LIMITS PERMANENT STREAM IMPACTS 73 �F TEMPORARY STREAM IMPACTS q4 �F BUFFER ZONE IIMPACTS 8a224 SF BUFFER ZONE 2 IMPACTS 5g826 SF WET�AND IMPACTS Oo02 AC EXIST/NG ROAD PROPOSED ROAD � _ �-.��� � �, ��-�E __-_ �-_ - - � _ _ . �.- � � PROPOSED ROAD EXISTIIyG ROAD —Te— TOP OF BANKS 0 BUFFER ZONE IIMPACTS 0 BUFFER ZONE 2 IMPACTS WET�AND IMPACTS ��„ Kimley-Horn \�� andAssociates, Inc. MITCHE�� MI�� RD SITE 2 BUFFER 4 OF 7 �,zo„ ZONE IMPACT Post Office Box 33068 Ralei9h, North Carolina 27636 W� z m; �; �� a; ��'� o�, �' �; �'� �� GRAPHIC SCALE 20 Q 2�0 4�0 �lN FEET I l INCH = 20 FT � STA 49f29 -L- GRADE POINT ELEV = 248070' �, w SKEW = 82° �, � l� l0' X 8' RCBC ; Q W/ BEVELED INLET ' m BURIED l') ; � OAL = l33' ; � � �� 0 � �� ------------- ' —--------�===�_EXIST/NG_42'_CMP--------; ; � �� CL INVo= 23500 Oo0/5 fl'/ft� ��„ Kimley-Horn �� andAssociates, Inc. MITCHE�� MI�� RD SITE 2 BUFFER � OF 7 � Zo�a ZONE IMnIPA/�CT/� Post Office Box 33068 ���� I O ��I /-{ —/-{ Ralei9h, North Carolina 27636 ��„ Kimley-Horn �� andAssociates, Inc. MITCHE�� MI�� RD SITE 3 BUFFER � OF 7 �,ZO„ ZONE IMPACT Post Office Box 33068 Ralei9h, North Carolina 27636 '�W �� �z �Q ��� �� �� �a ',o ��ti �� �� — � — — — — — — — — — — — — � EXISTING 3� Ov005 ft/ft CL INVe= 239e9 � STA 58+86e93 —L— GRADE POINT ELEV = 250e18' SKEW = l50° 30' 2� 9' X 6' RCBC W/ BEVELED /NLET (BURIED l') OAL = 3/7' GRAPHIC SCALE 30 Q 30 6�0 ClIV FEETJ l IiVCH = 60 FT (HORZJ l INCH = 30 FT (VERT) �' ', �, ml �� �� ��� �I °I �I �� �I ��„ Kimley-Horn �� and Associates, Inc. S I T E 3 B U F F E R Post Office Box 33068 � I � � � � � � � I � � � D � O � � I � � � � � � O � � � Z°'° SECTION B-B Ralei9h, North Carolina 27636 ❑� PRt�JECT LQCATI4N RALEIGH, WAKE COUNTY, NC ' --$-$$ OFF -SITE DETOUR ROUTE PUBLIC IMPROVEMENT QUANTITIES , , ) ► � , / � � ► ! / � , � � , � ' � , � , , , � / � I , � / , , ;• • � � , , I I � , � � / T YPE OF WCII �K: WIDE,11 t�I1olG, GRAD�11 ��, DRAI�A �E, l'A V111 �'�G, C UL UER TS, SIG11 tAZS, S,IDE WALK, A.11 tD SIG11 tI11 tG � Z 'a !� ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL Q� C4TY OF RALEIGH AND/OR NCDOT STANDARDS AND BEGIN PROJECT y► sPECiF�cA�noNS. BEGIN CONSTRUCTION -L- STA 1(} + 53.00 p 6 � �ITY �JF RALEIGH ,� � : �..�µ� y All Consfiruction must be in accordance with all Local, � `i State, and Federal Rules and Regulations. 4 �`�°° cy� �"� � � � TRANSPORTATION SERVICES � �� � "� �,�.,� .�A , � �,�� �e ��M � � PUBLlC UTILITIES � �°°F�� , ,���p 1 �,�i �(9 �. � ���� �� � o�., STORMWATER � �J "��� �..,,,�.. � �'" Jy _ .,�:����.., � � �� . � �1 . . ' , . � . r � � 4 . � pLANNI;NG �o � O�� p Z ` � FIRE � 70 �' �'`G � � � URBAN FORESTRY � � Q� � °� . � 0 co° � 0 3 GRAF.I�T.IC S C�IL�ES DESl�11 t DA TA PRCIJECT �E11 tGTH $ 20 4 _ 44 ADT 2�12 = 17 500 VPD � � LENGTH ROADWAY PW 2015-06 PROJECT = 1.093 MILES � PLANS ADT 2a35 = 27,500 VPD Zo 0 4a oHV = io�vn p= ��a/fl tENGTH SIDEWALK PW 2015-06 PRC�JECT — 1.95$ MILES PROFILE �HORIZDNTAL) T! 30�0 * LENGTH UTII.ITIES PW 2015-06 PRC?JECT = 1.271 MILES 2 0 4 : ,, V = 50 mph O � PRC)FiLE (VERTICAL} * �TTST 1% + DllAL 2%) \ s � �� u-`�� �� � � {� ti� � W 4 .,-., t � °C��u°�i �o .Q � W � `� }-p �mQ�O O ' v0~�" � ��� � �� �. 7 � �� c Z, 2 a� i@ 1Q' X 8' RCBC g� 4 �1 �.x �� /D � � : , � .� • , � ■� � PLA11tS FREPARED FOR THE CITY OF RALEIGH ,BY: ■ Q2015 NC IICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 � ,� �- � o�. � 2@ 9` X b° RCBC END PRQJECT END CONSTRUCTIO -L- STA �i8+25.00 � a � �� �� � � o� � �� l 1 � � � � �..��� ��_ �.�� �;��'�° � � O ���'�1, � ALL CONSTRUCTION TO IN BE ACCORDANCE WITH CITY OF RALEIGH AND NCDOT STANDAROS AND SPECIFICATI(JNS. HYDRA U,�T,�,���111G.111�EER RUFFIN HALL `��,.���� CARp�'�%,�� CITY MANAGER 4•QO�� ••�q'; . ; - ; : . _ . !� . , � : 2615 ` � - : , NANCY McFARLANE --.;qJ'�HCl.��`•��"��;`'� MAYOR ����� � �.Q`����t �� P.E. SIGNATURE: ROADWAY �� � E11�GI11�EER SURVEYS PRC}VIDED BY. ��' .,,,, ,,, t� . . MA Engineering Consultants, Inc. .��� ,.�� � �o •.y9'�.' : �� • . � • . .. GEOTECHNICAL INVESTIGATlUNS BY: : ;. ,j'�'03�'6� : ,; ,� . Falcon Engineering, Inc. ;� � ,FN�l� �.�.:' ,.• � ✓ ••........••' t` �. . ��i; !%1Ec � 7PL.���� P.E. �❑ � INDEX C?F SHEETS SHEET NO. DESCRIPTION i TITLE SHEET I-A INDEX OF SHEETS, GENERAL NOTES� & ROADWAY STANDARD DRAWINGS 9-B GONVENTIONAL SYMIBOLS 2 THRU 2-C TYPICAL SECTIONS9 PAVEMENT SCHEDUI.E. AND MISCE�LANEOUS DETAil.S 2-D DRAINAGE DETAILS 2-E STANDARD TEMPORARY SHORING DETAIL 2-F THRU 2-P TEMPORARY MSE INALL DETAILS 2-Q MANHOLE AND VALVE BOX ADJUSTMENTS DETAIL 2-R TEMPORARY BARRICADE AND METAL GATE DETAILS 2-S CURB RAMP DETAILS 3 TO 3-A SUMMARY OF QUANTITIES (OM(TTED) 3-B THRU 3-F SUMMARY OF QRAINAGE QUANTITIES 3-G GUARDRAIL AND PAVEMENT REMOVAL SUMMARtES 3-H EARTHWORK SUMMARY 4 THRU 10 ROADWAY PI.ANS ii THRU 15 ROADWAY PROFILES GEO-ITO GEO-7 ROADWAY GEOMETRY PLANS ROW-ITO ROW-i RIGHT-OF-WAY PLANS TCP-I TO TCP-25 1'RAFFIC CONTROL PLANS PMP-ITO PMP-9 PERMANENT PAVEMENT MARKING PLANS EC-IA TO EC-23 EROSION CONTROL PLANS AND CULVERT SEQUENCE SIGN-I TO SIGN-8 SIGNING PLANS SIG. 0.0 TO SIG. P3 SIGNAL PLANS CR-ITO CR-7 CABLE ROUTING PLANS UC-1 T� UC-18 UTILITY CONSTRUCTION PLANS UO-I TO UQ-7 UTILITIES BY OTHERS SHEETS tABOVE GROUND ONLYy S-ITO 5-18 CULVERT PLANS EX-I TO EX-7 EXISTING SURVEY SHEETS X-0 TO X-27 CROSS SECTIONS O► � � � � � 0 � � � � � � � ._ � GENERAL NOTES 2012 SPECIFICATIONS GRADE LINE: THE GRADE LINES SHOWN DENOTE THE FINiSHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINT5 SHOWN ON THE TYPICAL SECTIONS, GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING: CLEARING ON TFIIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METH00 11 AS SHOWN IN SiD NO 200.02. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH S7D. N0. 225.04 USING THE RATE OF SUPEREIEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS 5HOWN ON THE TYPICAL SECTIONS. SHOULDER CONSTRUCTION: ASPHALT AND EARTH SHOULQER CONSTRUCTION ON THE HIGH SIDE OF SUPER ELEVATED CURVES SHALL BE IN ACCORdANCE WITH STD NO 560.0l. SIDE ROADS: THE CONTRACTOR WILL BE REQUfRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WI7H ALL ROADS, STREETS. AND DRIVES ENTERING THIS PROJECT. THIS WORK WiLL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. UNDERDRAINS: UNDERDRAINS SHALL BE CONSTRUCTED ON ACCORDANCE WI7H STD. N0. 815.03 AT LOCATIONS QIRECTED BY THE ENGINEER. DRIVEWAYS: QRIVEWAYS SNALL BE CONSTRUCTEQ IN ACCQRDANCE WITH STD NO 848.02 AND WITH DETAILS IN PLANS USING 3' RADII OR RAQII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. STREET TURNOUT: STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD.NO. 848.04 USING iHE RADII NOTED ON PLANS. GUARDRAILc THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE- CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. TEMPORARY SHORING: SNORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLAN5 WILL BE PAID FOR AT THE CONTRACT PRICE FOR 'TEMPORARY SHORING' OR "TEMPORARY SHORING-BARRiER SUPPORTED° DEPENDING UPON THE LOCATION OF THE SHORING. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE: CITY OF RALEIGH TRANSPORTATIQN OPERATIONS tSIGNAL COMMUNICATIONS) CITY OF RALEIGH PUBLIC UTILITY DEPT. DUKE ENERGY PROGRESS AT&T TIME WARNER CABLE PUBIIC SERVICE COMPANY OF NORTH CAROLINA FORCEMAIN AT MANDREL WAY 4PERATED BY Wll.l.lAM DOUGLAS MANAGEMENT COMPANY PRIYATE WATER SYSTEMS OPERATED BY AQUA AMERICA ANY RE�OCATION OF fXISTING UTI�ITIES Wll.� BE ACCOMPLISHED BY OTHERS. EXCEPT AS SHOWN ON THE P�ANS. WNEELCHAIR RAMPS: WHEELCHAIR RAMPS ARE SHOYYN ON THE PLANS AT APPROXIMATE LOCATIONS. THE CONSTRUCTION OF ALL WHEELCHAIR RAMPS SHAL� BE W ACCORDANCE WITH DETAILS SHOWN IN THE PLANS. PREPARED IN THE OFFICE OF: ■ tO REV. No.� REVISION: DATEs DRAWN BY: CNECKED BY: NC UCENSE #F-0102 O � P.O. BOX 33068 N This document, together with the aoncepts and designs presented herein, as an instrument of service. 15 RALEIGH, NORTH CAROLINA 27636 � intended only for the specific purpose and client for whlch it was prepared. Reuse of and improper PHONE: (919) 677-2000 Creliance on this document without written authorization and adoption by Kimley-Horn and Associates� inc: C�2o14 .,,, shall be without fiability to Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc., 2014 / � ., i � � � ` � � , �.�� ��. �IST OF ROAQWAY STANDARD DRAWING5 THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN THE 'ROADWAY STANDARD DRAWINGS' NIGHWAY DESIGN BRANCH-N.C. QEPARTMENT OF TRANSPORTATION RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANSs STD N0. 200.02 225.02 225.04 300.01 310.02 310.10 560.01 654.01 815.03 840.00 840.01 840.Q2 840.Q3 840.14 84Q.15 840.16 840.18 840.24 840.25 84Q.27 840.31 840.32 840.34 840.35 640.45 840.46 840.54 840.66 840.71 840.72 846.01 848.01 848.02 848.04 848.05 850.01 850.10 852.01 852.04 852.05 852.06 862.01 862.02 866.01 876.01 876.02 876.04 9Q4.10 904.50 DESCRIPTION METHOD OF CLEARING - METHOD II GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCA� METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT METHOD OF PIPE INSTALLATION PARALLEL PIPE END SECTION DRIVEWAY PIPE CONSTRUCTION • METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATION CURVE - METHQD li PAVEMENT REPAIRS PIPE UNDERDRAIN AND BLIND DRAIN CONC BASE PAD FOR DRAINAGE STRt1CTURES BRICK CATCH BASIN - 12' THRU 54' PIPE CONCRETE CATCH BASIN - 12' THRU 54' PIPE FRAME.GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN CONCRE7E QROP IN�ET - 12' THRU 30' PIPE BRICK DROP INI.ET - 12' THRU 30' PIPE DROP INLET FRAME AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15 CONCRETE MEDIAN DROP INLET TYPE 'B' -(2' THRU 36' PIPE FRAMES AND NARROW SLOT SAG GRATES ANCHORAGE FOR FRAMES - BRtCK/CONCRETE/PRECAST CONCRETE BRICK MEDIAN DROP INLET TYPE 'B' - 12' THRU 36' PIPE CONCRETE JUNCTION BOX - 12' THRU 66' PIPE BRICK JUNCTION BOX - 12' THRU 66' PIPE TRAFFIC BEARING JUNCTIQN BOX - FOR USE WITH PIPES 42' AND UNDER TRAFFIC BEARING GRADED QROP IN�ET PRECAST DRAINAGE STRUCTURE TRAFFIC BEARING PRECA5T DRAINAGE STRUCTURE MANHOLE FRAME AND COVER DRAIIVAGE STRUCTURE STEPS CONCRETE AND BRICK PIPE PLUGS PIPE COLLAR CONCRETE CURB,GUTTER AND CURB AND GUTTER CONCRETE SIDEWALK DRIVEWAY TURNOUT - RADIUS TYPE STREET TURNOUT CURB RAMP CONCRETE PAVEQ DITCHES GUIDE FOR BERM DRAINAGE OUTLET CONCRETE ISLANDS METHOD OF PLACEMENT OF DROP INLETS IN GRASSED MEDIAN - USING I'-6" CURB AND GUTTER MEDIAN CURB FOR CATCH BASIN - FOR USE WITH f'-6' CURB AND GUTTER METHOD FOR PLACEMENT OF QROP INLETS iN CONCRETE ISLANDS GUARDRAIL PLACEMENT GUARDRAIL INSTALI.ATION CHAIN LINK FENCE -4'. 5' AND 6' HIGH FENCE RIP RAP IN CHANNELS GUiDE FOR RiP RAP AT PiPE OUTIETS DRAINAGE DITCHES WITH CLASS 'B' RIP RAP ORIENTATION OF GROUND MOUNTED 51GNS MOUNTING OF TYPE 'D', 'E' AND 'F` SIGNS QN 'U' CHANNEL POSTS NOT TO SCALE PROJECTa MITCHELL MILL ROAD WIDENING JOB NUMBER: 0 I 1063059 SHEET NUMBER: 1-A ❑� ❑� a � � � � � 4 � � , � ` .� U � � � � 0 _ 4 3 $ � � .11 �ote: 11 ►tat to Scale *S. U.E. = S'ubsurface Utility Engineering BOUNDI4R�ES �4111I'l PR4P,ERT.�'.• State Line -----------°-- County Line --- Township Line City Line Reservatian Line - - Property Line Existing Iron Pin � Praperty Corner —�� Property Monument � Parcel/Sequence Number i2 Existing Fence Line -x x x- Propased Woven Wire Fence Praposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -w�B- - - - Proposed Wetland Boundary �-B Existing Endangered Animal Boundary � Existing Endangered Plant Boundary � Known Soil Contamination: Area ar Site •�• •�' Potential Soil Contamination: Area or Site � ? BUILDIII tGS �11 tD OTI�ER CU�TU,RE.• Gas Pump Vent or l�G Tank Cap O Sign � Well ° Small Mine � Foundation 0 Area Outfine Cemetery j� � Building School � Church � Dam H�'DR�LOGY.• Stream or Body of Water - Hydro, Pool or Reservoir �----� �-----� Jurisdictional Strearn �S .. _ Buffer Zone 1 ez � Buffer Zone 2 Bz 2 Flow Arrow -� Disappearing Stream }--- Spring We#land � Proposed Lateral, Tail, Head Ditch �-�---�- �� False Sump �> � REV. No.� REVISIONo OATEt DRAWN BY: CHECKEO BY: NThis document, together with the concepts and designs presented herein, as an instrument of service, is \ intended only -For the specific purpose and client for which it was prepared. Reuse of and improper � reliance on thls document without written authorization and adoption by Kimley-Horn and Associates, Inc. � shall be wifihout liability to Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc., 2014 �"1�.a"I�1�: C�>I�� ��i�1��"��1-1 t�.��I����>I.1e.a 1i�1 �� 1`�1C�>\ ��)l�� 1-11� i I-1 `���.�� �"�; � � � � � � � � R,�1ILR4�DS: Standard Gauge �- 5X TRANSP�ORTATION RR Signa) Milepost M,,.�� 35 Switch � SWITCN RR Abandoned -�- -�- -�- -�- RR Dismantled - RIGHT �F ll��l Y.• Baseline Control Point ♦ Existing Right of Way Marker 0 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 RlW Marker Proposed Contral of Access Line with Concrete C/A Marker �'��'� Existing Contral of Access '�� ., Proposed Control of Access —�-- Existing Easement Line E Proposed Temporary Construction Easement - E Praposed Temporary Drainage Easement TpE Proposed Permanent Drainage Easement ��E Proposed Permanent Drainags / Utility Easement ou� Proposed Permanent Utiliiy Easement PuE Proposed Temporary Utilifiy Easement TuE Proposed Aerial Utility Easement AuE Praposed Permanent Easement with Iron Pin and Cap Marker � RO�S �411t�► REI�ITED FE�47'URES.• Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut --- C--_ Proposed Slope Stakes Fil) --- - F--- -- Proposed Curb Ramp CR fxisting Metal Guardrail T T T Proposed Guardrail T= L T Exisfiing Cable Guiderail " " " Proposed Cable Guiderail " -° " " Equality Symbol Q� Pavement Removal ���C��,� TlE�ET�ITIQN.• Single Tree 4`� Single Shrub � Hedge Woods Li ne - - - - - - - - PREPARED IN THE OFFICE OF: Orchard � � � � Vineyard v1�eyard �'XISTI11tG ST.I�I�CTIIRES: MAJ4R: Bridge, Tunnel ar Box Cu{vert coNc Bridge Wing Wall, Head Wall and End Wall - � coNC ww � MiNOR: Head dnd End Wall coNC Hw Pipe Culvert Footbridge >-- Drainage Box: Catch Basin, Di or JB ❑�B Paved Ditch Guiter Storm Sewer Manhole O Storm Sewer S � Z�fiILITI�'S: POWER: Existing Pawer Po1e i Proposed Power Pole � Existing Joint Use Pale -�- Proposed Joint Use Pole -C�- Power Manhole 44 Power Line Tower � Power Transformer (N� l�+'G Power Cable Hand Hole H-Frame Pole �—• Recorded U/G Power Line P Qesignated UVG Power Line (S.U.E.*} - - - -p-- - - - TELEPHONE: ■ NC LICENSE #F-0102 � P.O. BOX 3306$ RALEIGH, NORTH CAROLINA 27636 PHONE: (919} 677-2000 CO2014 Existing Telephone Pole -�- Proposed Telephone Pole -4- Telephone Manhole TO Telephone Booth � Telephone Pedestal D Telephone Cell Tower � UU/GG Telephone Cable Hc�nd Hole "H Recorded l�G Telephone Cable T Designated l�/G Telephone Cable �S.U.E.*� - - -- - -T- - - - Recorded la/G Telephone Conduit T� Designated l�/G Telephone Condvit tS.U.E.*�-- - -- - -�- - - - Recorded U�G Fiber Optics Cable T Fo Designated l�/G Fiber Optics Cable (S.U.E.'�-}- - - - -T FO- - - . GONVENTI4NAL SYMBQLS WATER: Water Manhole 0 Water Meter o Water Va Ive � Water Hyd ra nt � Recorded l�/G Water Line w Designated l�G Water Line (S.U.E.* -- - - -■- - - - Above Ground Wafer Line a�c water N: N Satellite Dish � N Pedestal � N Tower � l�G TV Gable Hand Hole "H Recorded U/G N Cable �► Des'rgnated l�G N Cable (S.U,E.*) - - - -�- - - - Recorded U/G Fiber Optic Cable �► F� Designated uI�G Fiber Optic Cable �S.U.E.*j-- - - - -ri �- -- - GAS: Gas Va Ive a Gas Meter � Recorded l�/G Gas Line � Designated l�G Cas Line �S.U.E.*) - - - -�- - - - Above Graund Gas Line A�c cas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout p+ l,�/G Sanitary Sewer Line SS Above Ground Sdnitary Sewer A�c sa��-rar,► sawer Recorded SS Forced Main Line � Designated SS Forced Main Line (S.U.E.*} — - - - -�5- - - - MISCELLANEOUS: Utility Pole � Utility Pole with Base [] Utility Located Object p Utility Traffic Signal Box m Utility Unknown l�G Line �. U/G Tank; Water, Gas, Oil U Underground Storage Tank, Approx. Loc. usT A�G Tank; Water, Gas, Oil � Geoenvironmental Boring � la/G Test Hole �S.U.E.*} � Abandoned According to Utility Records AATUR End of Information E.O.I. PROJECT: NaT -ro S�A�E � MITCHELL MILL R�AD WIDENING JOB NUMBER: 0 I 1063059 SHEET NUMBER: :' � ❑� o� o. � � � � � 0 � � ` � � � � ._ ALL CONSTRUCTlON TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. CITY C�F RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY -L- MITCHELL MILL RC)AD (SR 2224) � 105' PROPOSED RIGHT-�OF-WAY -0 " VI iI'Y/V / V ! 7//�! 6Jl�f� TYPICAL SECTION NC?. lA -L- STA 46 + 70.00 TO STA 58 + 78.00 LT NOTE: TEMP(�RARY WIDENING SHOWN ON TRAFFIC CUNTROL PLANS, PHASE 1 TYPICAL SECTIQN NQ. 1 D -L- STA 14 + 78.04 TO STA 18 + OC?.00 NOTES: 1. SEE PLANS FOR EXISTING PAVEMENT LOCATIONS. 2. SAWCUT EXISTING PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT. 3. REMOVE EXISTING PAVEMENT AND AGGREGATE SUBGRADE �IF APPLICABLE) UNDER PR4POSED INEpIAN. 4. LANDSCAPING FOR PROJECT TO BE INSTALLED BY OTHERS. 5. REFER TO PLANS AND GUARDRAIL SUN�MARY SHEfT 3-H FOR GUARDRAIL LQCATI4NS. - - ...��..,..J. � ,� I TYPICAL SECTICJN NQ. 2A -L- STA 59 + 75.00 TQ Sl'A bl + 25.{}0 (LT� � REV. No.s REVISIONa UATE: DRANN' BYs CHECKED BY: NThis document, together with the concepts and designs presented herein, as an instrument of service, is � intended oniy for the specific purpose and client far which it was prepared. Reuse ofi and improper � reliance on this document without written authorization and adopt(on by Kimley-Horn and Associates, Inc. � shall be without Itability ta Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates. Inc., 2014 H� UNE 9" L F9" TYPICAL SECTION NtJ. 1 B -L- STA 44 + 71.40 TO STA 40 + 97.00 TYPICAL SECTIC)N NO. 1 -L- STA 10 + 53.U0 TO STA 59 + 17.50 —L— MITCHELL MILL ROAD (SR 2224) � � l22' PROPDSED R/GHT-DF-WAY '—�RADE TO TH/S UNE SEE NOTES l& 2 SEE NO'TE 3 TYPICAL SECTION NO. 2 -L- STA 59+17.5� TO STA b7+2�.00 �R� -L- STA 59 + 17.50 T4 STA 61 + 25.(JO (LT� PREPARED IN THE OFFICE OF: ■ � NC LICENSE #F-0702 R.O. BOX 33068 RALEIGH, NORTH CAROlINA 27636 PHONE: (919) 677-2000 o2a,�. TJE TO EX/ST CUT 5LOPE .. .. TYPICAL SfCTION NC). 1 C -L- STA 11 + 15.40 TO STA 16 + 82.�4 RT TYPICAL�SECTIONS PAVE'MENT SCHEt.�lLE �+ PROP. APPROX. l.a ASPHALT CONCRETE SURFACE G'UURSE TYPE S9.5B, AT ti+� AN AVERAGE RATE tJF !68 LBS PER SGt YD. r� PROP.APPRQX. 3' ASPHALT CONCRETE SURFACE' COtIRSE TYPE S95B, AT CG AN AVERAGE RATE DF !68 LBS. PER S0. YD. !N EACH �F TWO LAYERS. �? PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5Q AT J AN AVERAGE RATE OF Il2 LBS. PER S0. YD. PER l" DEPTH. TO BE PLACED ' lN LAYERS N4T LESS THAN !.5" lN DEPTH QR GREATER THAN 2" lN DEPTH. PROP.APPRUX. 4 ASPHALT C4NCRETE INTERMEDiATE C«lRSE TYPE il9AB, D� AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. D� PROP. VAR. QEPTH ASPHALT CONCRETE /NTERMED/ATE COURSE. TYPE 119A8, AT AN AVERAGE RATE DF Il4 LBS. PER SQ. YD. PER 1' DEPTH TO BE PLACED !N LAYERS NOT LESS THAN 25` OR GREATER THAN 4' lN DFPTH. PROP.4ASPHALT CONCRETE BASE Ct71/RSE.TYPE B25.OB,AT E� AN AVERA�GE RATE OF 456 LBS.PER SQ.YD. r PROP. �' ASPHALT CONCRETE 8�4SE CtXlRSE, TYPE B25A,Q AT G Z AN AVERAGE RATE OF 5T0 LBS.PER SQ.YD. E� PROP. VAR. DEP7'H ASPHALT CONCRETE BASE COURSE, TYPE B25AB. AT AN AVERAGE RATE OF ll4 LBS PER SQ. YD. PER I" DEPTH T0 BE PLACED !N LAYERS NOT LESS THAN 3" 4R GREATER THAN 55" lN DEPTH. J PROPOSED /0" A�IGREGATE BASE C4URSE RJ PR4POSED f'-6" CONCRETE CURB & GIIrTER R2 PRQPOSED 2'-6" GbNCRETE CURB & GUl?'ER R3 PROPOSEL? 5" MOIUOUTHIC G'aNCRETE tSLANO $ PRQPOSEO 4"G�NCRETE S/DEWALK. % EARTN MATER/AL U EXlST/NG PAVEMENT y M/UJNG ASPHALT PAVEMENT, l5' DEPTH w VAR/ABLE DEPTH ASPHALT PAVEMENT (SEE WEDGIN� DETAIU PAVEMENT EDGE SLOPES ARE I� UNLESS OTNERW/SE NOTED C: r-� n � � �/2 •, oR 3 " SURFACE COtlRSE [�'1 2�/2' M/N/MUM —� 3" M/N/MUM WED�G I NG DETa 1 L. �, �EEG/N OR END CONSTRUCT/ON CJ OR C2 --�_��'~�� : ��,�� - `- — --. _.,, ,.,,, ,� EX/ST/NG PAVEMENT '' `� — —,�_. ---------------.�,.,., �s 1 1 �. �� _� �� �� _ -- ..... M,1L.LED NOTCH TO KEY- IN--� SURFACE C�IRSE DET A I L SHOW I N� T 1 E- I NS AT PR4JECT T ERM l N I PROJECT: Norrosc� MITCHELL MILL R4AD WIDENING JOB NUMBER: O I IOC3OJ� SHEET NUMBER: � ❑� \��J a a,�, l � � � 0 � � � � � � � � � EX/ST/NG GROtJND ...... Ex�sr�Nc GROUND -L— MITCHELL MILL ROAD (SR 2224j � TYPICAL SECTION NO. 3 —L— STA b5 +�6.00 Tt� STA b8 + 25=.UO �LT, —L— STA 67 + 24.00 TO STA b8 + 25.40 �RT} TYPICAL SE�TICJN N4. 3A —L— STA 61 + 25.00 TQ STA b5 + 86.00 (LTj EX/STING GROIlND � NOTES: 1. SEE PLANS FOR EXISTING PAVEMENT LC)CATIONS. 2. SAWCUT EXISTING PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT. 3. Y7- STA 10 + 38 TO STA 11 + 12 (RT� 4' BERM ON RIGHT SIDE OF PINKHAM WAY —Y3— NEUSE CROSSING DR {SR 4253j � TYPICAL SECTIQN NO. 5 Y3— STA 10 + 38.54 TO STA 11 + 4C}.UO -i REV. Nos REVISIONs DATE� DRAWN BYe CHECKED BY: N. This document, together with the concepts and deslgns presented herein, as an instrument of servlce, is � 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 K)mley-Norn and Associates, Inc. � shall be without liability to Kimley-Horn and Associates, Inc. Copyright Kimley-Norn and Associates, Inc., 2014 PREPARED W THE OFFICE OF: . � EX/ST/NG GROUND � .. Y2- NtANDREL WAY Y5- RO U N D OAK RD Y6- LQNGDALE DR Y7- PINKHAM WAY Y8- CALIBER WOODS DR � A B —Y2— �'J�"� 15' —Y5= 12' 12' —Y6— 11'-12' 11'-12' . —Y7— 13' 13` —Y8— 18' 18` NC LICENSE #F-4102 P.O. BOX 33068 RAIEIGH, NORTH CARO�INA 27536 PHONE: (919) 677-2000 CO2014 EX/ST1NG GROUND .-�._ �.,,-,�.` , ,. . ...., ...,.� TYPICAL SECTIC�N NO. 4 —Y2— STA 11 + 74.00 T4 STA 12 + 21.50 —Y5- STA 1 i+ 98.00 TO STA 12 + 41.50 —Y6— STA 12 + 45.00 TO STA 13 + 11.50 —Y7— STA 1Q+38.5U TO STA 11 +12.C?0 —Y8— STA 11 + 21.50 TO STA 11 + 61.50 6RADE TO THIS UNE -Y6- LONGDALE DRIVE � ..,`� ,..,. ` � GRADE TO THIS UNE TYPICAL SECTION NO. 4A Y6— STA 12 + 15.00 TO STA 12 + 45.40 TYPICAL�SEGTIQNS EX/ST/NG GROUND � PAVEMENT SCHEI�lLE C� 1.5' TYPE S9.5B �', Z 3' TYPE S9.5B C3 VAR. DEPTH TYPE S9.5B o� � TYPE il9.OB DZ VAR. D€PTH TYPE Il9AB E� 4' TYPE B25AB EZ 5" n'PE B25AB E3 VAR. DEPTH TYPE 825AB J !0" AG�GREGATE BASE COURSE �� l'-�'' CONCRETE CURB & GUTTER R2 2'-6"CONCRETE CURB & GUTTER R� 5" MONOUTHIC CONCRETE /SLAND S 4' CONCRETE S/DEUVALK % EARTH MATERIAL U EX/S7/NG PAVEMENT V �lILLING ASPHALT PAVEMENT, l.�' UEPTH w VAR/ABLE DEPTH ASPH,4LT PAVEMENT EDGE SLAPES ARE !� UNLESS OTHERWISE NOTED ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND 5PECIFICATIONS. � i • � - All Construction must be in accordance with al! Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PIJBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY nror ro sc� PROJECT: MITCHELL MILL RDAD WIDENING JOB NUMBER: a i i o�3a5g SHEET NUMBER: 2=A � r ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. CITY OF RALEIGH Ali Construction must be in accordance with all �ocal, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILIIIES STORMWATER P�ANNING FIRE -Y4- SINGLE LEAF LN (SR 4254� � t URBAN FORESTRY 6' 6' - �� y GX�1ND� V C/ CI O/ C2 � � _ � EX/ST_ EX/ST EX/ST � �- 2y �r � � 6' W U El R2 T a o. � � � � 4 � � �� � - � � � � EX/ST PAVE,�lEN7" W/DTH V�tIES lSEE NOTE IJ SEE NOTE 2 GRADE TO TH/S UNE TYPICAL SECTION NC�. 6 —Y4— STA 10 + 38.60 TO STA 11 + 60.00 NOTES: 1. SEE PLANS F4R EXISTING PAVEMENT LOCATIGINS. 2. SAWCUT EXISTING PAVEMENT TC) PR4VIDE 1' MINIMUM FULL DEPTH PAVEINENT. EX/STING GRIX/ND � �--- GRADE TO TH/S UNE TYPICAL SECTION NO. 7A -Y9- STA 11 + 50.00 TO 13 + 25.DU {LT� EX/STING GRIKJND � VAR/ES GRADE TO TH/S Ui OA2 � ��� GRAf�E TO THIS UNE TYPICAL SECTIQN NO. 7B Y9— STA 13 + 25.00 TO 15 + 45.00 �LT� � REV. No.: REVISION: DATE: DRAWN BYs CHEGKED BYe NThis document, together with the concepts and designs presented herein, as an instrument of service. is \ tntended "only for the speciftc purpose and cifsnt for which it was prepared. Reuse ofi and improper � reliance on this document without wrttten authoriZation and adoption by Kimley-Morn and Assoclates� inc. � shall be without 1lability to Kimley-Horn and Associates, Inc. Copyright Ktmiey-Horn and Associates, Inc.� 2014 PREPARED IN TNE OFFICE dF: . VARtES -Y4- SINGLE LEAF LN �SR 4254) � 2' VARIES V/ES VARlES 2' l0' l2' TO /5' 12' 0 0' l2' TO 15' GXROUND� V Cl Cl DJ C2 � ,r, x�-j� EX/ST EXJST _OA2 L - - - 2y rr _,..� � 6" W U El R2 T EX/ST PAVEMEM' WIDTH VAR/ES : ISEE NOTE ll SEE NOTE 2 GRADE TO THIS. UNE Y9- FCJRESTVILLE ROAD {SR 2049� � /AR/ES C�l�Z�•t�! ts��� TYPICAL SECTION NO. 7 Y9— STA 11 + 50.00 TQ 17 + 62 .45 � NC LICENSE #F-0102 P.O. BOX 33068 RAI.EIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 02014 VAR/ES TYPICAL SECTI4N NC3. 6A -Y4— STA 11 + 60.00 TC} STA 12 + 84.00 EX/ST/N� GROUND � GRADE TO THtS UNE --� TYPI�At SECTION NC). 7C -Y9— STA 11 + 5�.40 TO 15 + 50.40 {RT) TYPICaL �SECTI�JNS �. PAVEMENT SCHED�/LE �'� l5' 7YPE 59.58 �,'2 3' TYPE S9.58 �,'3 VAR DEPTH TYPE S958 O� 4" TYPE !l9AB Q2 VAR. DEPTH TYPE Il9AB E� 4" TYPE 825AB �� �' TYPE. B25AB E3 VAR. �EPTH TYPE BZ5A8 , J l0" AGGREGATE BASE COtJRSE RI ��" �NCRETE CURB & GUTTER R2 2'-6' CONCRETE �URB & GUTTER R3 5" MONOUTHlC CONCRETE ISLAND � 4' CONCREIE SIUEWi4LK % FARTH MATERiAL U EXISTlNG PAVEMENT V MiLUNG ASPHALT PAVEAIENT, l.�" DEPTH w VARIABLE DEPTH ASPHALT PAVEMENT EDGE SLOPES ARE !� UNLESS. OTNEf�W/SE NOTED EX1STlIVG �ROUND E2 D/ � -- -- �,J GRADE TO THIS UNE TYPICAL SECTION N4. 7D Y9— STA 17 +$4.00 TO STA 19 + 75.00 RT NC?TE: TEMPORA►RY WIDENING SHOWN ON TRAFFIC CONTRQL PLANS, PHASE I PROJECT: = MITCHELL MILL RfJAD WIDENING �+ � _ Nor ro sc� JOB NUMBER: SHEET NUMBER: 0I1063059 2-B n � ❑� a a � � � � 0 � � - � � -� � � � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RA�EIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. . CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING FIRE URBAN FORESTRY Y9- FORESNILLE RQAD �SR 2a49� L NOTES: 1. SEE PLANS FUR EXISTING PAVEMENT LO�ATIONS. 2. SAWCUT EXISTING PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT. 3. MILL AND RESURFACE Y9— FROM STA 21 +48.Q4 -ro 23+io.00 EXJSTlN� GRIX/ND _ �� .. - _.,� STANDARD CURB & GUTt'ER FLAIR DETAIL ?o � 2'-6" C&G EDGE �F PAVEMENT 12' 4' PAVED SHOULDER TRAVEL LANE VAR/ES TYPICAL SECTION NtJ. 8 —Y9— STA 17 + 62.45 TQ 23 + 10.00 VARIES Y9- F4RESTVILLE ROAD �SR 2049) � VARIES V CI E� EX/Sl" �_ ____. ..� r.. — .....,._ W U TYPICAL SECTItJN Ntt�. 8A Y9— STA 19 + 90.0� TO 23 + 1 q.00 CURB TRANSITIQN DETAIL -YT - Pl NKHAM W AY TlE TO EXISTING v�cc�° cuRe � REV. No.s REVISIONa DATE: DRAWN BY� CHECKED BY� NThis document, together with the concepts and designs presented herein, as an instrument of service� is � intended only for the specific purposa and client for which it was prepared. Reuse of and improper � reliance on this document without written authorizatlon and adoption by Kimfey=Norn and Associates, ina. � shall be without Itability to Kimley-Horn and Associates, Ina Copyright Kimley-Horn and Associates, Inc., 2014 z-s� CURB & GUTT'ER PREPARED IN THE OFFICE OF: EX/ST/NG GR�1ND _ X� � �' PEDESTRIAN REFUGE DETAIL CROSSWAUC DETECTABLE � SURFA�E �R �' � ' NR , �: : . ' '« '. l'R .. . !'R 4"' PORTLAND CEMENT �� CONCRETE ON TOP OF ASPHALT BASE CONCRETE W/THlN WALK/NG l0'�?"' Af�EA /NClDEN7"AL TO "CROSSWALK L?ETECTABLE SURFACE" • NC LICENSE #F-0102 � P.O. BQX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919} 677-2000 CU2014 PAVEMENT SCHED�ILE C� l.5"' TYPE S95B t,'2 3" TYPE S9.5B �,'3 VAR. DEPTH TYPE S95B ar 4" TYPE ll9AB �� VAR DEPTH TYPE 1/9AB EI 4 TYPE B25AB �2 5' TYPE B25AB �� VAR. DEPTH TYPE B25AB J l0' AGGREGATE BASE COtlRSE Rl Y-6"' G10NCRETE CURB & GUTTER RZ r� �NCRETE CURB & GUTTER R3 5' MONOUTH/C CONCREiE /SLAND � 4" CONCREiE S/DEWALK % EARTH MATER/AL U EX/STlNG PAVEMENT V MILLING ASPHALT PAVEMENT,1.�' DEPTH N% VAR/ABLE DEPTH ASPHALT PAVEMENT EDiGE SLOPES ARE !� UNLfSS OTHERW/SE NOTED CROSS PIPE TIE-lN ci�ss � E" \ l � � C4RED HOLE �' ra&ovE Fcow uNEI 6' UNDER D�tA1N EXTENSIaN TQ STpRM SEWER STRUCTURE TlE—lN �� unra�E� ta�anr �ORA�lSSEwER � CON57RUCT ALL G'UNCRETE ISLANfl NOSES 5" MONOU7'HJC CONeRETf ISLAND IKEYED !NI tSEE GEOMErRY PLANSI TYPICAL�SECTIONS �__�// � � �- G�f�tiT � 0���.��' CA l ��r��i�i ��_...... . /�_�. � EXIST � -ORNEWAY W/DTH _ MATCH EX/ST D/W tV MATER/A4 �•' 4' CONC SIDEWALK 6" CONCRETE DRNEWAY 4" CONC S/DEINALK PROPOSED DRN�WAY WIDTH ISEE PLANS) C&G DRIVEWAY DETAIL A -L- STA 20+22 tLT> -L- STA 51+05 fRT) -L- STA 21+49 (LT) -L- STA 52+64 t�T) -L- STA 23+24 (LT) -L- STA 53+70 tRT) -L- STA 25+08 (LT� -L- STA 63+44 (LT) -L- STA 26+95 (LT) -L- STA 64+74 (LT) -L- STA 37+15 (RT) -L- STA 65+61 tLT) -L- STA 37+46 (LT) -L- STA 66+40 (RT) -L- STA 38+57 (RT) -L- STA 67+04 tRT) -L- STA 39+3? (LT) -Y5- STA 12+08 (RT) -L- STA 49+78 (LT) -Y9- STA 15+35 tLT) D RIVEWAY D ETAI L B SEE NOTES SEE PLANS a� Fna w�rn-H a� EX/ST/NG� GROUND GRADE TO TH/S UNE-J NO'TES: l. F�R EXISTING ASPHALT DRNEWAYS. USE 3" S9.5B ON 6" AGGREGATE BASE G�IRSE 2 FOR EX/STING GRAVEL DRNEWAYS, USE 6" AGGREGATE BASE COURSE 3. FOR EX/ST/NG CONCRETE DRNEWAYS. USE 6" JO/NTED G'�NCREI"E RE/NFORCED WITH WOVEN W/RE MESH ON S" AaGREGATE BASE G�URSE CURB TRANSITION DETAIL TRANSr!'lON T4P OF CURB T4 GUTTER ELEVATlt?N CURB & l'� GUTTER TlE TO S/DEWAUC, ASPHALT.OR EXISTING GROUND ,�_ � I�� T �5� y��R � FOR TIES TO SIDEWAUC,TRANSIIION BUTTER PAN UP T4 TOP OF CURB ELEVAT/ON MEDIAN UNDERDRAIN DETAIL �a �,_�a �� �-- EARTH MATERIAL r HQ% TQ J��rI�1.G Il 7 '" 1 � � � � riE��� � ���� , �...• 1. eP'�����, uu��`� L M �'�//////%� 0 6"PERFORATED HDPE � DRAIN SURROUNDED p� BY UNDERORA/N FlNE ABC COMPACT/ON REQUIRED FILTER FABRIC SHIX/LO UNDER BASE COURSE TO BE WRAPPED AROIlND 9' 3" PRaV/DE STABLE CURB AND THE OUfSiDE OF THE GUITER SLOPE = OA4 FT/FT UNOERDRAIN FlNE AGIGREGATE. NOTEsG'OORD/NATE UNDERDRA/N LOCAT/ON WlTH LANDSCAPE DESl6N � ANY UNDERDRA/N PASSlNG UNDER ROADWAY W/LL NEED TO BE PVC SCHEOULE 40 W/TH A M/NOMUM COVER OF Y BELOW BASE PROJECTe MITCHELL MILL ROAD WIDENING JOB NUMBER: SHEET NUMBER: 011063059 2-C � U ! DETAIL 1 'I SPECIAL LATERAL BASE DITCH , S F�i ( Not ta Scale) �Ae Naturat 3• j D 31 Ground � � B Min. D= 1.5 Ft. Max. d = 1 Ft. B = 3 Ft. Type of Liner= PSRM M STA. 10 + 98 TO STA. 12 + 87 -Y1- (L� DETAIL 7 INLET CHANNEL IMPROVEMENTS ( Not to Scale) . �10' X 8' RCBC (BURIED 1') EXIST GROUND �•�--- �"\ T �`1 ��?� i , . FILTER F�IC 2.0 1.0 J 1 1.0' 1� 2 CLASS f RIP RAP Z TO TOP OF CHANNfL 1' CONC. 10.0` SILL A � � 1'i I 1n` � � U 0 � � 0 � � 1 � -"� � � � � STA. 49 + 20 -L- {LT} DETAIL 11 RIP RAP PLUNGE POOL { Nat to Scale) DETAIL 2 SPECIAL ROCK CHECK DAM ( Not to Scalej WATER QUALITY ROCK CHECK EFFECTIVE 6" C?F FREEB�ARD SLOPE NATURAL FLO�I GROUND LWE BASE UF SINALE 10 YR. STORM 1.5' OF #57 STC?NE ELEVATION CLASS B RIP-RAP PROFILE 6,, aF FREEBC3ARD CLASS 'B' NATURAL RIP-RAP GROUND � f�,T�E�'� � O'R � 10 YR. 1.5' 3' STORM EVENT TYPICAL SECTION r�aTE: CHECK DAMS SHOULD BE SPACED SUCH THAT THE BASE 4F THE UPSTREAM CHECK 1S AT THE SAME ElEVATION AS THE TOP OF THE DOWNSTREAM CHECK. FROM STA. 10 + 98 TO STA. 12 + 87 -Yl- (LT) FROM STA. 43 + 5� TO STA. 49 +40 -L- (R T j PLAN RCP PIPE tSEE PLANS) -•.•;i!, *t ��`���y'•:��'�i'i:���, �.i�. ���7� �' i i� i. '�� ta�, ,,fJ � ' 1 I • i� 7:',i; ";+��� y,q��� �i.r �� t� v X ,� ►��, � !`�,�" • �'r.�,,;• . „ti :i� :'�' ti�1�'��"i � ���1;• � - . �..a...�.:�. � . . � ' � • � �0000000 �.��������0a� ���a0�a�� _ 24„ RCP A STA 50 + 13 -L- R7� STA 56 + 15 -L- RT} - � DETA�L 3 RIP RAP AT EMBANKMENT ( Not ta Scale) 4' Ditch �"-"' �, Grade Filter Fabric 2' Type of Liner= Class 'I' Rip-Rap w/ Filter Fa6ric DETAIL 4 TOE PROTECTION ( Not to Scale) O� NATURAL �I-'� ��� GKOUND t��.P' � d Ci = 2 Ft. FtLL b = 2 Ft. SLOPE TYpe of Liner= PSRM STA. 10 + 96 Yl- (LT) STA. 49 + 40 -L- (RT} FROM STA. 24 + 5t} T{7 STA. 2 7+ 55 -L- (R STA. 49 + 45 -L- tRl) STA. 56 + 78, �L- (RT} DETAIL 8 OUTLET CHANNEL IMPROVEMENTS ( Not to Scale} EXIST 10' X $' R�BC (BURIED 1'j GROUND -----.. ..,� � `�. , ��i� � • FILTER FABRIC 5' �� J 1 1'0' � L �-��-�� 2 CLASS I RIP RAP 2 TO TOP OF CHANNEL I...,�.- �p.0�� D ETAI L 12 STANDARD BASE TAIL DITCH ( Not to Scalej Nai�ural Natural Ground �, D ,�:� Groun d Filter Fabric g Min. D = 1.5 Ft Min. d = 1.0 Ft. B = 3 Ft. Type af Liner= Class 'B' Rip Rap OM STA. 56 + 45 T4 STA. 56 + 78 -L- (I STA. 49 + 39 -L- (R7� D ETAI L 5 BERNI 'V' DITCH ( Not to Scale) Natural � � roun ?,•� p h;1 RDWY a .� Min. D = 1.0 Ft. b = 5.0 Ft. FROM STA. 41 + 75 T4 STA. 42 + 54 -L- (LT) FROM STA. 42 + 50 TO STA. 43 + 50 -L- (LTj DETAIL 9 LATERAL 'V' DITCH ( Not to Scalej b Natural "'"'-- Fill Ground .�.� D�,:� atura{ Ground .. Slope d b = 5 Ft. Filter Min. D= 1.5 Ft. Fabric Min. d= 1.0 Ft. T pe of Liner= Class 'B' Rip-Rap � R O M . S T A. 4 9 + 5 0 T fl S T A. 5 0 + 5 0 - L- ( LT) DETAIL 73 OUTLET CHANNEL IMPRC3VEMENTS ( Not to Scole) Ex�sr z� s� x s� Rcee GROUND tBURIED l'� �~;��� .`t . ..._.-�-"' 3 /.0' / 1.0' FILTER FABRIC 1 � J 2 2 CLASS "I" RlP RAP TO TOP OF CHANNEL - �g,p� ' DETAIL 14 INLET CHANNEL fMPROVEMENTS EXIST ( Not ro s�ate} GROUND 2� 9' X 6' RCBC IBURIED /') � �`�.� � ` -- "'"" .1� . ~ � � � �.� FILTER FABRIC I � 2 2 ecc�sss Nr R�P R� �9.0� T0 TOP OF CHANNEL 2.0' SILL STA. fi0 + 30 -1.- (LT) DETAIL 18 DRAINAGE STRUCTURE 1011, JB WITH MH ACCESS AND WEIR C4NTRC}L NVERT EL 255.90 (N4T TO SCALE) STD. MANHOLE RING INVERT EL 256.20 AND COVER (TYP} WEIR EL 258.50 6" M1N. WIDTH �_ � � 36>, RCP � / '��, N .-.f- � � A STVI� S INVERT �� INVERT EL 256.20 EL 255.90 N OTES: 1. USE NCDOT STANDARD DRAWING 840.30 OR 840.31. USE STURCTURE INVERT THAT ALLOWS FOR MIN. DIMENSIONS SHOWN IN SECTION A-A. ,/� � EL 256.20 2. GROUT BOTTOM OF STRUCTURE FOR POSITIVE FLOW LINE. " �� 3. PROVIDE MINIMUM OF 6 INCHES BETWEEN OUTSIDE OF PIPE AND ANY WALL FACE. ORIFICE INVERT 4" DEEP AREA FOR 4. STRUCTURE TO HAVE ACCESS STEPS INSTALLED PER LOCAL REQUIREMENTS, EL 256.20 SEDIMENT STORAGE 5. MANHOLE ACCESS TO BE BROUGHT TO GRADE USING 6" GRADE RINGS WITHIN 24"(W)x15"{H) 2' OF THE FINISHED GRADE. SECTION A-A . imI - rn e o `i REV. No.s REVISIONs DATEs DRANIN BY� CHECKEO BY� � NThis document, together with the concepts and designs presented heretn, as an tnstrument of service, is �n ��O�I���� �` `� \ intended only for the speaific purpose ond clTent for which 1fi was prepared. Reuse of and improper ' r �reliance on thls document wtthout written authorization and adopfiton by Ktmley-Horn and Assoctates, �no. P e 0 e B 0 X 3 3 0 6 8- R A L E I G H, N 0 R T H C.A R 0 L I N A 2 7 6 3 6- 3 0 6 8 ..., shall be without Ilability to Klmley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc„ 20Q6 i� Ei � N E e( 9 19 ) 6 7 7- 2.0 0 0 F A X o{� � g),6 7 7� 2 �'rJ � PE NO. F-0 102 STA. 57 + 54 -L- CR� �� DETAIL 15 ' SPECIAL LATERAL 'V` DITCH � ( Not to Scale) v� Fill � Natural n�1 „��� Slope � Ground 37 p F� i , �II Min. D= 1.5 Ft. '� Type af Liner= None ROM STA. 66+25 TO STA. 68+25 -L- (LT? DETAIL 6 SPECIAL LATERAL 'V' DITCH . ( Nat to Scnle) Type of Liner= PSRM Fill Slope Min. D = 1.5 Ft. Max. d = 1.5 Ft. FROM STA. li + 50 T4 STA. 15 + 00 Y9- (L� FROM STA. 11 +50 TO STA. 15+25 Y9- (RTj I DETAIL 1� ' CONCRETE LEVEL SPREADER DETAIL , PLAN VIEW ( Not to Scale) !� PIPE SEE PLUNGE PCJOL � �� DE!`AIL ll THIS SHEET i I/ I I � �,, �-. - -r ,� � � � I I o�� ( I � �, � ,� 4., � I I ��� � � A � � � I � � �JW� I I N m f N � � I i m � � J---� m + �m �,1� �t / CONCRETE PAVED D�TCH LEVEL SPREADER LEVEL SPREADER UP S�CTION-AA NOTES: l. LEVEL SPREADER SHALL FOLLOW LEVEL SPREADER UP EXISTING CONTOURS. NATURAL 3" LAYER OF *57 STONE 2 LEVEL SPREAt1ER SHOULD NOT GROUND FL:OW PATH BE CONSTRUCTED IN A �►�. RIPAR/AN BUFFER FILL COCATION. 3. TOP EDGE OF DlTCH SHALL p -� ".. �'c BE CONSTRUCTED AT EXISTING GRDUND El�l/ATION. CONC DITCH � 3' WIDE STRIP NCDOT STD 850AJ OF FILTER FABRlC STA 50 + 03 -L- {RTj STA 56 + 18 -L- (R� D ETAt L 16 SPECIAL LATERAL 'V' DITCH ( Not to Scale} 0�, Fill 1 �t�1. Sfope Natural '3'• � Ground `?y p F� d Filter Min. D= 1.5 Ft. Fabric Min. d= 1.0 Ft. Type of Liner= Class 'B' Rip Rap ROM STA. b7 + 50 TO STA. 68 + 25 -L- (RTj DETAIL 17 SPECIAL LATERAL 3' BA5E DITCH ( Not to Scale) ��� Natural S°A�, 3•J D n�:� Ground d Ps2M B Min. D= 1.5 Ft. Min. d = 1.0 Ft. B = 3 Ft. Type of Liner= PSRM M STA. 43 + 5U TO STA. 49 + 40 -L- (F DETAIL 18 STAN DARD BAS E TAI L DiTCH ( Not to Scale) Natural Natural Ground 2, j � �1 Groun D DETAI L 19 nn�►,. o= i.o Ft. �� B = 3.0 Ft. DRAINAGE STRUCTURE 1013, JB WITH MH ACCESS AND WEIR C4NTROL STA. 62 +49 -L- (LTj (NOT TO SCALE) STD. MANHOLE RING '"",�^T �' ^�� ^^ AND COVER (TYP) ?57.60 WEfR EL 259.80 6,> MIN. WIDTH , � , �. _ STEPS � 15" RCP C° 48" RCP {TYP.) _.�_____. q � q 2.00'� �2.50' MIN. M1N. INVERT NOTES: EL 257.00 1. USE NCDOT STANDARD DRAW►NG 840.30 OR 840.31. USE STURCTURE INVERT THAT ALLOWS FOR MIN. DIMENSIONS SHOWN IN SECTION A-A, EL 257.60 2. GROUT BOTTOM OF STRUCTURE FOR POSITIVE FLOW LINE. � �� ` 3. PROVIDE MINIMIJM -0F 6 INCHES BETWEEN OUTSIDE OF PIPE AND ANY WALL FA:CE. ORIFICE INVERT 4" DEEP AREA FOR 4. STRUCTURE TO HAVE ACCESS STEPS INSTALLED PER LOCAL REQUIREMENTS. EL 257.3Q SEDIMENT STORAGE 5. MANHOLE ACCESS T0 BE BROUGHT TO GRADE USlNG 6" GRADE RINGS WITHtN 6"(W)x5"(H} 2' OF THE FINISHED GRADE. SECTION A-A DRAINAGE� DETAILS � : : PROJECT: = MITCHELL MILL R4AD WIDENING � : nror ro sc,4cE . . . � JOB NUMBER: SHEET NUMBER: 0II063059 2-p ■ e � u - � � �� _L_ _r2_ ���; e� �,�� � ���� ��� � D A T U M D E S C R I P T I ON 3g S� � �f�` ���� " e q9 .#�" � �� ��yd,a"�'. . . . � Pi Sto �4t05.78 P/ Sto l8f75J2 � � P/ Sfo ll tfi7.U9 � � � � � � ���� � �� � L� - 48' l9' 14.2" �LT1 a- ll' 46 57.5 ILTI L� - 5t7' 5D' 2T.1" �LTJ� �� �`� �`` �� '`� � . ��� ��W'�� � ( �,� �" � THE LOCAL I ZED COORD I NATE SYSTEM DEVELOPED FOR TH I S PROJECT ��� r �� � � � � °� �' � ,�� � � �, �„�' _ � � _ � _ � � � � �� ,�� � � ����� ��� �� � �"� ��� � ���o���� � D- 8' 57 08.9" D- 2' 43 42.� D- 35' 48' 35.5 m g� ���� ����� � ���� � M�-����� �- ��° � I S BASED ON THE STATE PLANE COORD I NATES ESTABL I SHED BY .C' � � � � � � � C = 539.75' L = 43/.86' L = 141.97' � x� �� �� �` � , ���� � ���-���_���' NiF � ��;,��.��� ��� NCGS FOR MONUMENT "R I VER" T = 287.�9' T = 21fi.69' T = 76.04• � � ° �� � � ���� ��� �� ��� ..b� � �� � �°�� Ho EowNERS�a°ss°oc :� °�:��- � � � x�- ��� �` ,�� �,�:._�=��:� ' ���� �:.�� �� � � � �� �� � ��� � � W I TH NAD 83/2001 STATE PLANE- GR I D COORD I NATES �OF � R= 640.00' R= 2,100.�' R= 160.�00' � ,��� �� ,� � �:.�,.r� M-��� .. .�w ��� ����� k�, ,�`�� ��°� ��� NORTH I NG: 778, 920. 33 t ft l EASTI G: 2, 1+ 8. SE = EXISTIN� SE = EXiSTING SE = SEE `PLANS � � � .� � .w "°s ���" �`.µ.-, ° ��-�- _��$ � ,�x ����� � �; ��� �� N 14 44 22 t ft ) , RO = EXISTING RO = EXISTING - R(1 = SEE P�ANS � $N�_�..M... ...,. ��.:�.��� ��� .r�� .� �_--�-~. ���. �,�� �����e��� �� ,� �� �: ,.x� � ,��,�,�� � ���� �� ELEVATI ON: 245. 20( ft l v� � � .M� � � �� � � � � � � � � .�.�- --� --�� -���� ���x���� � � � � � � � �� � ���°'� ti� � � � � � � � � ��� � ��� �� � � � � � THE AVERA�GE COMB I NED GR I D � FaCTO� USED ON TH I S� PROJ ECT � �, � �9 � � � � 2 ,,�-���. f � �` � � � �. � � � � � � c �� � �� � � � � � ,��� � t GROUND TO GR I D ) I S. 0. 99992784 > � � � � � � � w � ° ' � � � ° � � � �f� � � �° RIP RAP EMBANKMENT � � � � �� � ��� � ����� ;�:� �� � -� ~����'�., ��. � � �, ��� � �,� � � < ��� �� �k� � � � � �,°.,��� � � THE N. C. LAMBERT GR I D BEAR I NG ANO � �� � ,����° �,���Y M ��� µ�. ��` �fi � �s�; ��� Q4 PROTECTION �,� � � `� � � � � � .� : �: , f ,� ��� �;b� � �� � ti sEE oETA� 3 � � � � � ��.� � �LOCAL�IZED HORIZONTAL GROUND DISTANCE FROM `� � _ � �� � � � � � �*" C+q�g � � � � � � �� � �� ��� �.��' ��.�� ���� > � �� ��� �� �°� � �' SHEET 2 D �� � ��` �-� �_ sr.���,��.�.�.�� �,� � � � � � �r rr _ _ � i.ri:s""3 � �'`� � +u y..,.. /' ; � a���<,� �.,. .��k„�? �� .,,,Rz� .� �� 1 & �"' , �" � // .�" . " '�»:a � � ls�b} ,� . � . � � ���'����,��� � � , ��_ �� � � ,: �,��. � ���� �s�,�,� ��r �� � �t;�' �'`� z' � ���� �� � �� � c�ass i RiP RaP � �� � � � �� �q � � �� � R I VER� TO L STAT I ON � �10+00 I S ������� �� � � � �� �� �� �_�� � u �� ��s �� ,�� �������� � �� � � � � � EST 5 TONS �� � �, �, � ��.w.....�..�„_ �� � � �� S 40 43 18 W� 1+547.64 FEET "� � � � �' �`` `�� � � �'" �'� �' ' � ,� �s� ������ � �� ♦ �7 -� � �� '���� ' �'�r EST 5 SY FF �� � �'� � �x . �� �� � � � � � ���������W��° � � �� � ° � � �� =;°�� � `�� � , � � 3 � _ � �9 .���� � N � � °��� � � � _ � � � �� °� ALL L I NEAR D I MENS I ONS ARE �OCAL I ZED HOR I ZONTAL 0 I STANCES .. � � � . � �§. ���� �e�'� �..:� � �a��� � ��� � ¢a � � � - ,� � �+ y4 � � �� .� ..,�-��:�a� �� ��p� � p � � � } �� �� �?a �� � ^� �� � � �� � 7 VERT I CAL DATUM USED I S NAVD 88 �9 g� �� I'''� �' o ��� ������� �;:: � �� �s,� � � � �� � � . . 3!-+���kd�,�a� � � �. � �` ,w��5�. �,��, % � j � , ���'�� �' 9 / � A, � ,, � � . � . . . . . �. � � � �,.��=������� � . .. �V. ��.�,� �.�" �t� az�� ����s�� �.� �g�?� ��''ta'� .�a'� Q . � L � � `�* . " � ��' . - . . � . aa,� ¢� � � ° �x �M,y ,,., w� �� ,+� � 3�� � � � � � � �������m��° � � � �°��. � �F�' �t��". .�.�.��� �`�.?�� �e �✓.- ��:���.r��,3 � .;, � ��' � . . � � . . - � F . � . . . � � . � � ��` � t'''°`' � � '�� � � � ���������b �°`��� � o � ,a� N/F � �; � � �, � � � `��..f � F � �� .�,£�'��"�` �� ri� �.'' � � � � � � � WA HI H M A W �� � � � ����� � � � � � � � �`,e�' �����°� .,� R�����,�.. � � � � HOMEOwNERSEASSOC �� � �.:�.�� �*�,����°�� �'�� m������� �-�. � � y ;�� , � ��� � �° ��s�� . � F�,--° ��;�; � ,� 0 � ET PROTEC N �,� s �,�� � � �� ������� g�� � � � �� ,,�� `F� U�, �ILL, �ANDON q/H�` � C �S 'B' RIP F� P ,� �'.� � t � � ��a��-������� ��� � � � � � �� ��.�'��,��18" RCP ��� � `�� � � T � TONS �'��� � � � � � `� �� �°�Y���'� �SfO. l� OrQ � � � � � � � � ���-������� ��� � � �: � �°< �,�� �° � REt��VE EX ����.� �� ' � � � � ��°� � � �.� �� �� '���{ � ST �5 S. FF � � `� � � � �� �.: REt�OVE EX PIP � . � �, � � � ��� � � ��� ,�"` `"°�,. ���� � � �' �"��� � ���'�� � � A SPECIAL ROCK CHECK DAM � � ��� �������� �o � �� ��� � EI�TERING FROM � � < �,� �.`�� ��.�� ����� � '� `� g � � � �� '����°� SEE DETAIL 2 � � �"" ���-�������� � � � � SbUTHEAST ` � ,u �� , :�,��?, `� �-., � .� � ° ��. ° � ���i�� �� ��� SHEET 2-p -YZ- PC St4. li�f , ��� '� � � ��'.�, . ,� M � �} �s,� � �s " �. . �a, � � � � �� � �, . �i _ � ��-� � �° � � ������ �� �`� �, ��`�� / � � EST 15 TONS CL 'B' RIP RAP ��. `�� ��� ' � p�a,w��"� � , �'��k, �� � ��� ������� � �� � � � �� � ���� � , � �� EST 5 TONS � #57 STONE � `�. �� ��'"� � � � � � _� >� �.�`�� ��, � ��� ������° ��� � '� � �' � � ��� � � r � � ��� � ��' � � Q � � � ��������m��� ��� �� � � � ����,g�������.q�p$ � ����r�g�� �p��°� '� � w� PLACE EVERY 40 � � �;���� , yy � �� � � ��.r/ � i4 � � � � y� � �� � ae`�33`=�R�.aE . w5i�„Y�i�. . � . . *,n^°?' � ` �" . '/j . ����.d � °� . ,Po �`' �«� ,� �� ,�� , � ���� �' �� , r�, �� � 2 RE Y �TE SPECIAL LATERAL BASE DITCH BEGIN CONSTRUCTJOIV �.x� ��,� � � � x � ��" � � �� � � � � P�#1NL�R POLE SEE DETAI� I -YZ- POC t�. lI f%4.QO "�' � A otl`` �� � �`��,��M � ��,� �� ���.,, � � � � �°°��, � ¢ ����: ����'��'��� �� � ��� °^� SHEET 2-D � C� �'�w� �� � ��� ��� ����� ° ����� �9 � _ ���� m , � � Q�` ,� �. � , � � µ '� � �► 24 RCP IV o�, � � �, EST 200 SY PSRM � ,� *�, � ,�' N�F �` � � �� � . �. ,�ffi a � , f � � N/F � G� 24 RCP-IV � �..������ rn EST 200 CY DDE -YZ� PT St . IZf.3,3,1OZ � � NAT H. HU��' JR. � �� � ¢�g SAID 5. RASOULYAN "��� . � �. ~�"m° °`� � �.._. � �� REMOVE �� �'' ���, � � �`�� �,� °� .� �.�� �� n � �. ,. � � � Q� °� ��� �� � � � ��� � � �� � F � � � � � � � � � �� �� ' �� � ���� �� � �T T � p� � �� i � � �� �w -� G � tu � � �° � � � �� � � Ra � �y � �� '`�# ° � � • � � /S � �;� � � �, ,�, .� " � ��� �`2 TCF .5�. � �� �'`� �°�, � �'� � �� o .�'.�., x�\ y � ��� � Q �. 4� � :�,, CB O � � '��� �' /F �� �b � � �� � � o in . V j � J�� � �, .� � �� � A . � tRE H rr,c� �� �a 6 � --� � �� �� � ' c' ��� �° � � Jk w � ..�, P OP CB NDP F�MOVE �� �� � � � dj� . � 9� PCC S . �+58. Wa � ��, � � � ���� � �� ' �� � N � �'°,% � �� � � .��� �� � � ��;�� � �.,e � ��p� T �°' REMA�INING 33 L,�' � � ���� �,�, � � ��: � , � N/ � �,. � C7 � � �� ,� �� � � � �'� � � �F� c� �� �� � �� ����� � �� ��, `� � � ; s - -� VI OR & CAR IA RODRICU 2 c.=� z = `� � � �� � �� � � ��.�.,,,,.��"� , p I'�+ � �� ��,, � �,.� � CARAPIA GELA MARIA z � � �,� .�. � �� � �'F = �� ` o � "� � �Q . ��M �� � � �° ���� � � � � �.A F\ �, � '� � ��,� �''�� ���°�� �.�Rp� `�i � ��,,,,,,. � '�a. � � -Yl- ���0 1,3 � .92 - � �'�P-1V "��� �- �"�►�►��� `�, �� `�, �, � �� `�4' �F CF 2 -IV � � �� ���ONt� = M. HEq� �. �-�JRN � a �� � �. � r � 7 L � � e � � � � � �. � .� ,�. �;°�, ',� -�„ ��,.°�;�..R�'io,� �'fy,F �" � 2� � �1 � � � � � �:� ��� � -L - , °�. lO .OQ � ��„.. ,�.�..��,�,�„ � �` '� � `�� "<°,�� ,� �, _,(i TCF � °���� �� ��� ,� . j� ,�� � �'��'' ���UC''''- A � �� , � w. � �TAIN � d"� �` �� ""''" �'"""�' . ``^ `�., "'�' �°�"'""�" u,. �t,�° -*�•. ��� ,*�� a°°":'a a�....`s �sp .. � �� � 0 � �02' .2'� � � _, � ��P � ��` �'�o � ����� ,,.� r� ` :� � �� �" ��� ��� i�' RCP-iv � � �. ,�;�' �' � � ' � .��� � :� � e�`����rs '"� �„���� „ �"`:�$ �� .�,�_� T .. �`� �� �, �� ��� M������� � 15' RCP-IV r-- � p� �� � k w M.� a ' -a s� � � �� ' �' �� � � � � °� REMOVE ���;;�� ��°��!P��. q��,�� "� �� w TCE � � �w� a µ �r�� � W� �� .�5� RCP-IY� F =� � � �" ��rj' � � � ����=� ;.� :� �;�:�:� � �, ��� � ���.. 5 1�1! ;�� �':'"`�4..-.. �\�''��5£' ~-"'pWE p �`°� ' � � .� � d��� �= � � �. � ~�� `� Q �IN P�OJ CT � �� r� ��� �° w� ,,,�, `-- � � � ,F. . �:�' � �'��� °"��� �°*�, � �'� �, `"` ��' a `�,�~. 5 �,,,.,�^. ,. ' � � ta� � �;.� � ,�� �t� �¢ ,�.,�a ���� ,�,� " "**��""�. �.� �,. s C „� � � ��'G/N �ON R � C7' �N ;,� � ��� -- 1 �� -���,� : , , � �� � � -�' ,3A' � �"" ` \ � £ A'`"" �'0 �^" �~��"'� '"'w., �� ,�. g � Y f"'�Tq�� � �� � r�r s��a z�: ,� s ��''�•�:.�,, : ,�. "'��„�,� '� *"�, , g > t . � C" �� �` .. ���,ri u�a� ���, sr� . �� ��L - P�T ,� tv. ICl f�,3 ;� ��� ` ,e�,� .�� q�,�,u��� F �p � � S,-��'�� � �� � ��� r �D' �� G �� � �- � � & " n, �� . �;. � �,,, mA� *��'&4� �w��`°�'�i..��"L•� t t>�„���d"3%4���.s "`, ° . � �� . �y £ y� +�'�) � .,&� �A. �v'�. � r� k'6Xf.�"��:F��� � ry y� � . �� S ..•a . �" i.,r.� �'�" e. . ��f€ o - � �L,s������~ � � . ^ �9,^� '��� pg � �„,v -r - -� : td /��.('•�,�� � m�" 3°�.i�����, � ',�c � "°�''�'" Z'^:.'�s.`° '�w`" n� � „� ^`w, � ��x"§"``' , ''� � , � '�"" � .# �., p o A v � � .�+d�,� . .. ^�`�"� �' �' �,^ . t °",�e�m �� /C7� - p� q . ..,�,."`� . �' .� � . '4. � � 44a„A5,'�s. # 9:'nd3"09�e ^"'w�� .4 ,;� �1 �� � � � I „y,:.�'�.,� d- . - ,*.... N,:� � � 'm �*« �"��.�.,�r � . �,a� .€'4�.#6� �M�� �.". �°°�� ' rY'\ .. ¢,�g, y'^�sDg F ,. ; -���A;'� � ��� �'Ya . - ��rs3� �i'�.�t ,'�Fa3�+� m y� � ;, �� p� / � : t - . s'i y h.. � �� "" � ""�.„.,,�:,, � ., B ',�., .,.;,,� ; . � �� � � Vd . . t ' � � . � ��C m •a � � �� � � � �p C� <�� p� re e � �, � � �,,;. � � �. � ����� ��� ,�"' � �° � � �x n � s �x. � .�.�, � �,,� � g, ^ `�� �', �y . �g�� p�' g }�� . � �'° . �(� ". �(� � 5,���ap. "'�.:.: ��ac i � ., . r���`,�� . /T�� s .� s a < °�y .�,.""°' � . e:,. � �� ��� � ^" '�� �' � . � � � � �d' a�' �" . �� .,� � � "w �+� ^.aqµ„� �.% t: ��- �� �������;� ry --• *^ �� ^^w,�. � . .�....,�.w, �s,: :.k � . � ' t . ; � t.mq �� ' ..��' S' . 29. ). - 5 � w,,,,�': .�".. �/ �: �.� +al.h � •�� � ,� "'�'h . �: ,. c p .-,.." . � . N . �'°�'''�`f�"r`E.�a�r� � . �' �"" � �� � � � �� �t' / ,,,..__``""� �,a.=�,��,� "�/�/ a�q�� µ ?'� � a ��A � �""'w ` „„._..,.,.�.�.. .... �"_ ���� �� ��. � o r t � � � "� 1 � � � � ;�' $ �� �� �ed . °`• � , '�- �>:� N �2 VElI, _ _������m �� l,�E � �, . � ;�� � `� � y� �°�s��,�eP -iv . ���. RF , � ,�t � � ���"�F ���" �`�'��'�� �'��� � '�.� � � � � �. ' : E�I� 9 �:� �� � ^` � �' � �� � � �'°�e � , � � `'� 15" � RCP-IV�� . , � �� ,e � � �,� AN� R ;�' �� V� .,, �� . .,. Y � F ��-� �il � �� ,�°� � �� � ,� � � � � � � ��. f! � � MtU- � .� � '° � a�,� � � ;t" � � � � '��'"" � � � �, .� ,, m•'��.,�,au rn �,, � ��r � �E �i�' �€�.�` "M""° ,.,� " ry„ �� � � � � �_ �:�- `�` � � "� � � � � „ ,� • >,„ � � �� �� � � , C fl F �. . � ✓�O �/ � . � . ¢ ' ��'�"�w°"'^„,,,,� "" � �• �` ,x, t�:..A ' ' � ...� . ,^`� � � ::? � � �„ �„�'»,�*°°,� °°' �x'- �i � � . u < � � � s . . . � , � � � � �� � ��Y ' � � �� � �� e F '"••M� .,,y.�,�.� ,�eaM .•.. .�,/�/ .. �«.�g�a�*°" ' � ��� .�"" � ...� _ "*, .7. '^y py� ���r � - n F . " �,;, ,� t.�.. � � :� �, -� . � �. � a,g� � � , � �;.-� �'.� . ''�;, �ha i'�&4sG.�".."�":� ,� i ..�.�a i"�,+�''��,t��°.�.�'1 �d�� � � � � � ��� � � � _ �� �:..�� "�r '.�'w"".�,.' Q/��"°'��`.` �� 41rV/�C � � �' �� � �,:,d-- �"""" Ma �.-�;o„�=" . ���: � �� �. �� ,� <� � � � "��"� ,�� � � 11J5 RE� � i -, Cj� ���'�a�'�, ��&��� � : '� J�. (� �' �� � �" ,.w�, v ° �, � "�. �� ��� � .> ,� ,�,. ; .� o, � ���� �� �' ��� D�' �� � � � CONSTRUCT SlDEWALK � � � �'����..����_ � ��'-��� �,,,,�,� : =�4�k ��a . ,�f� �;_� ,.�,,.,,,�. �� ��� �'I � 3 q Zt � � � ♦ � AT BASE OF EX/ST , � �,-� .:, w � .,,,,,, ' . ���.._.. _ Z C �� �� ���.���.�� / �� � _ , S�"`'~� /ff � �' � ��"� � i� � � � CUT SL4PE � y��'' � --- -- � �������_ - ��� * _. ��,r� � � .� CE f�'"�- TT1 � � ��� � � �t��=�t��a��° �' J�, n� � F ''�-- o ,� � � � �,,,..TC '// � �� _,,,� P � ` / /� V /' �- �' �' �� V �� � � �� � � N/F �.. w ""`° �. 11 F `- -�c � � �f "" � � :�:W� �� � TCE TC�,,.� ��`��" � ��° -: � � � � � � � � � NIAK HI H M A W E �� � � �7 �.� TC� ,.�,_., � � �� � � �� � � � ,� G E DO � �... �. ��Q , F :�. �� T��'"�-' � � � � � � � � �� HOM WNERS ASSOC �„��°°'. � „�., F � �� ,?a ..��, �° �� � ��� � L� �� � �� ,� ����� °�. _ � ,� �� �� �.� -�������� . �� ,�, � ��a�� S� �� j�� � �� � � � � . . ��a^'"° . . � . � "�^'�.` �, � � ?�n�s �, . .,�« °""..`_ � s��.�� j.� . . , � - � . . � �� ,P9 �p ��. ��J�� �i %��(.�� � � � '�^'��,� � '°� � � ,p"` ��� 'i S+° . . . . �� . � � . . R�b � ^w.,� ....r.»n +,`� ' •"«", ,:' w.9+�+� ^ "° �. � p `s""."� ��� . � " � � � � n� .J o � ,� � � �� g w ����% ��.r � ' .w� � N/F + p�,� � �,� � �� wAKE HiGH MEADOwS °� -Y2- POT Sto.l2f60.� �" N � x-� �� � ��,�..�w ,.�� � N � , � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL p '� R,�� �� �` HOMEOWNERS ASSOC �,....,�~�`"'�'µ«� j -L - POC Stv. l5 +2.3.84 ,, �� ��� ��� TU N T�E� � RFr,vN �; �``�"`�� � �� � �d��� � �` RT �} � � CITY OF RALEIGH AND%R NCDOT STANDARDS AND .�.�� � �ry.�� � _ �!'(� �� � m ,����� � ��� � �Mp�� +� �� OGI� �fNC ��: � SPECIFICAl10NS. � ��� � � � �� ���� �°�� e�. � ro �� r �°��: `� ���F���, �' `� ������f�{�� ���Y �.„�, w "�° � � � �� ' � �° �a � ��� � � � �. ����������' � 3 �+ � �€�� �„�...� � � -� � � `�` � � � � � � � ,�.,�,��" „„m.��,.�. �.� ,��"� ��»�� °�" �� �.m��° � C) �� � "�.s� F�'F = 4� �� �.. �� CONSTRUCTION NUTES 20�3 �r TRAFF/C D/AGRAM �13 � TRAFFIC D/AGRAM � �-���"���� � CITY OF RALEIGH ¢ �35 ,� �35 ,� � ��a ��� o � N.F E� -���.�� q �I TlE TO EXISTING CURB ANO GUTTER �� � � �� SH Ri . CK � � � � � � ��. ' HANNQN L. PLYMOUT. � N/F o� � 2lOIX1 �: ,�° � � �'�1�/���� JOHN T. & SHARON � � 02 PRUPOSED SlGNAL POLE ISEE S/GNAL PLANS! 3/9�Q Y2- . �6 � �fl���N^°'�'�°' " �� �'����i6�'i4T i. � M. BEADNELL oQ All Construction must be in accordance with all Local, � MANDREL WAY OHV = l0% � � BAGHDAD� State, and Federa! Rules and Regulations. P� � 3 PROPOSED CONCRETE ORNEWAY D/R = 26% � �� � ��„�»�K{�' � .� l � _ . � '� � �,� ,� '- TRANSPORTATION SERVICES � ' �� ,� � � � 2Q0 � � � � ��""��, � � ' ���a� � � �..��� �i � ��'' � �� 4 REL(1CATE S/GN 90�0 2a0 TTST - l/. � �� � : � N/F � �,,.�� � � ����,„ �� � � s����� � � 600 4f)0 �581)0 � 2pp � IX/At = 2/ ,�„�� � � � AI�tSA ���'�AY �� �,�...� '"°�,���'�" �. P U B LI C U TI LI TI ES �.� I500�0 240�t? �°` �$ � � ����w� '�k � �. .�°--`"" ��' '�� ' �""�"�`, b Q SEE MED/AN UNDER DRA/N DETAIL SHEE!' 2-C �-•� �.- -L- � N/F �� � :��°`°" .��°��� � S TOR M WATER 6 PLUG, F/Lt, AND ABAND�ON EX/STING uaoa �ICt �AO Mut RoAV � �,.� � s M;���" �� g ❑ 75a0� t/370D v 200 /00 �AMES E.PETT�1� . $ � � ���°�g 11900 � 2080i0 I4T00 Zpp � /pp 14500 - ���� � ��,,�.�� �: �� � � PLAN N I N G Q7 SEE DEIAfL CR-1 5HEET 2 S 2l80p � {„_ 2/80p �_ ���, x,���' °� 8 SEE DETAlL CR 2 SHEEI' 2 S �� - ro� M�� �� ��,�����r: ����`�� MILL AND RESURFACE LtMiTS ❑ a � FI R E 4�,p,p DIR 72/. OHV = 10% ��.�" �:���� � �g SEE DEIAIC CR 3 SHEET 2 S 637W �� _� D�R = 73% ���`""� S EE SH EET 11 FO R-L- PRO FI LE URBAN FORESTRY �� ' �� /p SEE DETA/L CR 4 SHEET 2 S Yl- us 40l tt��seU� �oAO� tw,4� = 2� SEE SHEET 14 �AR -Y2- PRQFlLE PREPARED IN THE OFFICE OF: ,,�����'�!"'�;i,��� PROJECTe . �� ,... .., / i� .� .• S •• yq'. �� ••_t1 r1.': �. `i REV. Noa REVISION: DATE� DRAWN BYs CNECKED BY: C��) This document, together with the concepts and designs presented heretn, as an instrument of service. is \ intended only for the specific purpose and client for which it was prepared. Reuse of and improper � reliance on thts document without written authorization and adoption by Kimley-Horn and Associates, Inc. � shali be without liability to Kimley-Horn and Associates, Inc. Copyright Kimiey-Horn and Associates, Ino., 2014 ■ NC LICENSE #F-0102 � P.O. B�X 33068 RALEIGH, NORTH CAROLINA 2763fi PHONE: (919} 677-20�0 CU2014 ROADWAY P�LAN SHEET ► �`� G�q� � 2.0 0 4.0 . � • � ; �' � r : , 331b7t� : � � t . i : � � ° ; �► .,�� • ,.NG � N���,: ��. ����i��F$ � J � QP ����,, ��u���i�►►�� MITCHELL MILL ROAD WIDENING JOB NUMBER: O I IO63O'rJg SHEET NUMBER: . 4 � ❑� _L _ -Y3 _ P/ Sto /8+75.i2 PI �to 33f80.21 PI StQ l2+16.42 �= li' 46' S7.5' tLT� L� � 23' �5' 22.8" fRT1 L1= 26' 19' 29.4' CLT� D= Z' 43' 42.1" D= 2' 29' 28A` D= 19' 05' 54.9" t= 43�.�s� �= 926.88� c= �,��.�4� r= 2�s.s9' r=�s9.8�� r= �o,ls� R= 2,i�.�' R� 2,300.00' R= 3�.C�' SE = 4.025 SE = 0.43 SE = EXISTING Ro = �25.00� Ro =�50.� Ro = Fx�sr�nrc : � � � � � a � ,� CATHERINE P. & � �`'�, N �� JULIAN MCKELLAR � � � � � � � � � ��. � &4� X � ��€� -r3 - Por� sto. �o too�oo = � � � -L- POC �Sto.19f58.32 � � � ,� �} ��"' - 8� 24' 28.t.. � n�,���,�.� � ��„�n�, N/ F NED R. & MAXINE P. JOHNSON ��,�� � - � -L- PT Sto. 2Qf90.29 � �`� �;J � � ! waKE H�GH r�EADOwS � REMQVE AND REPLACE HOMEOwNERS aSSOC ,� 3� W0�?D FENCE l� FROM CONSTRUCT/ON UM/TS AND 5' FROM ORNEWAY EDGES ~a�°�ry*,°�°� ��m���.,r x,� �� v_�,a..�� � ��. �.,� � � � � �� � � REMOVE AND RESEI" - b CONCR E CYUNDERS � .��� ��,� � ALONG ..�.. ... ��.,���.�� � INC/DENTAL TO GRAD/NG � � � ;� � � n �� � �� �r � �� � � k� a $ � . a � � � N/F N/F � � ELBERT P. & GERALDINE S. WILSON THOMAS & KEITH HARRISON. REBECCA wOLFE �� � � � ..��. , C� � �� r.�, ,..:� � � � � N � � � � � ���� _ �,� � ���.,��� i� � � � � � � �� �_� �� � � � � �a� ��M �n W,�.a�.��� � � � � i� � ,.�,�,.�.�.n...�.�,y.,...�.s����.�.��.��.r....�.. � � � � � _R� � �� � � �„�.,�.��,��,.� � �,�����x��� � � � � � � � � � rT � � �� ' � � ��r.� �,�_ ,,_,� , _t� xri �. �.�....��, � � � � � �� �-�.� €u � � � � � � � �� � �. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. CITY �F RALEIGH All Construction must be in accordance with all Local, M State, and F'ederal Rules and Regulations. � TRANSPORTATION SERVICES QPUBLIC UTILITIES z STORMWATER PLANNING FIRE URBAN FORESTRY � N/F wAKE HIGH MEADOWS HOMEOWNERS ASSOC -L - PC StQ. 29 fIQ.4D j��� � OPERATIONS � �� � �^ � �'V � '�`�P:�,.�. � � � � 15" RCP-IV � aw" 225 MEDIAN TAPER 150:1 �h'�� ��. �� KK�`� ;� ���e SEE� SHE T�2RCRt�TYP) � � ��; ���� (/� E"""„r-- � �r--owE g 3 � �� �� � � � �� � � �� w E"`"--EU 15" RCP-IV � �.„� o r r" + � �` �...� °�� ��: � W � E,,1 DWE--,� WE ���` � � _����� � � � �.I ,� �� � EU EU �c� . �� m 0 � ( 3 �.�.,.�� o � f '��� ��� �" � � � t8' RCP-III 15" RCP-1V �"if � � � c e �'--. � � ��ti � ;. 1 ..� �.�� � � � � �: �.-� �� �lJ � EU � � � ° ur � � �❑ � 15" RCP-IV ��,M � 3 � � � 3 `,� , � "� �U �� � � �t1 EUE--C EU�-�--EU EU 5,� ��"�� EU�-EU�-EUE----EU�---EU ` E�C--•-�--EU EU EUF-EUE----E E--���1� �-EUE----EU =EU EU�-EUE--EU�-- U � �'� � � - ..� ��� - � ;� , "��,��,�"`_'P'S ¢.��,, r��'�� ���� � � � � � � .� ° � . ,� E . -. .� � , � �� i�.� . � M�,�.�.�.#�. �� � .. �,-----P . � u � .. w ' ' � a � � "9�.�s'� ' � � ,.fi "`"„�. '` � � � � � � ,. �, _ '`u: � ` "`�a <, F � ,.....,�w�...�. � ..,�,n � ,�a p ,...._w� w � . _ �, .�.� . _ �.� _ e � E.. � ° ` . .�. �• x- ,� � , � �,'� ? � M �` .�*[*�.� �� �� � ���}�'° o�°�..�.....a«.._� e,� �m .M,..� ..� ,..m� .�.�..,e,..k _ �. � ;,. � � "� ��, � ...� . .. ... �� � � "� J �""` �� � � � � � l�l / N � � � �� � �l�� J«LO C.��"`� ;a� t ,�' g, E p�S? "'� ��.°°� �'� a�°�,a{�'' �"�° � } s` . , 3 . '` E.r.,;�* r , �y , � , x � ..,. G'..' ^ , �.9.�.. �. � 9�. �:,a ...,, . �4 . � ,.��`' ffi � , �. yp„�� s 0'Jr%% R �,,p�° .,q ��! ,_ ,,�r",,,f� p" , �� .a � � kM-`�o` . �. � . . ,,. . �. --'��, ,,;. , ,.»�,w..,..,,� ��F fl ?i. . . �r a �' ��ati�J . . . ts�5°^�"4�a���2 - -- ,�..� ;o".' p +. - � '� r,x,.� . � ��. � �.. ,,. ,� ��� � , � � * _ _ .� � REMOVE �. R _,�.W .. �w. 5/8 ��� m�..x: ...� �... . ..,. , �,^^y-. . � �.. ,��., -- ,, . a, . . - -E�-.� ...�. €� �- , ;. . . i: �. � ;,.�, . ..�„�� � �, . . �s S�"� o Mc� a�...,//! ��„� � m.�,,,, ,'�n. ' :� � � �� �x_ s`.'� ` E . �^� � e... O �� „ �. . � � g :� �. . _�.�.�....� ��.... (,� 0 , . . � . ......�...._ ..�.�..� ..�.._m..�..� � �.�p� � , __. . � � .. �� � � � �.�.�.� » x4,^a a'�"st„ . :.� ..... .. ,« .�a c ., ..�� ..�.�.� ............._.._..W........ (,j�:.,.�.-......�:y�- g.:,-..p-„�,„»... �..»«.,,�...,,,,M�i" ..w...�, .,,p azp. >,'�. � .....�..�....,w,�'_ .. �. .4 , l,.iSR.. x m .�.» Y .� ,.�%. . .,,...,.. � � �.r S �t ' ,;'. . -n _- � .,�.� .:„ • � �, ..s . . I . ,. ,.;„�K� � ... �. � ,,,, . .,.�... .. . � . . �'"#� N�t.'�'."` ..._.�„ ..»,m.. ... ,. , �,. : ,,. ,.,,..,.... , e . ,,... c^ r. � . �. .�,. ........�, N ,.,... '° . ,. . .(,_ il- ¢ t � y ¢ 9� , . ; , �; ..�s. �rn,r., .. x. .=sa.�..v.,. . .,.. _.. � 6 a� ""�""�: . . ,� .,.. u. . % , .�5. � _ ., �. . a ,...:�.. .,...,.,.R ,.�-. ( y�::�?� f�'� � . "a4^�.� a` - � ...,..... .T.,�.a. 4 � y �., . � ...a.: ,�.� . R ..�. .�,� .��. �. �n _ r 18���P-Al.q �.� .,� �� �- ; �$ e � ...m _ �.:,,. .. � .,, �N � /4 � 'i ' *ri�.0..'+�Y & k�^�+a �S d '" ..w..r.,� �.. �y;r�.,.. .�o . .. ,e� ...,».„ _ �u4 .,�.�:..r....�.e«..rm mm... �.m...a.m ...nwu.. � . C , ,T. _ ;. .xn..,....�v . . :Y� .x4�n' . ...x.++r ' : �. °'=-�°�"�'--'-R���'� r� �, ���'-:� °� �3 �,� �€� s��...�� ,� � r ,��i��.C� �.1� �° ����:i���,��"3�� "}` � �. , � R MOVE �� W � �� � ��.,� :- _..._ ___�-_ ���, � � �Ad a �� ..��.. ..mM.....�.� �. ,��.�, � � ��,��� �� � ���,�� �,. �:� ��;��_ � �.r � . .. - _N_�a .A_.._� �.��, . �.��. 66m -..� . . � ��._�,... � _ .� � .._ .,._,m_� � �m.,�.,,�, _....� �_._. . _ : . ,,�,� _„ ,. :, . .. , , � I�,,, �.,���� . :: � � ,�, - .. ._.. N�. . .., ..,..� . . _._... �..._.. .._ e� ,n� � __,�,,p.... . �, ...�x.. .. ..,. , ...__. . _ ..,�., .__ �r�w.. ,. . 5 ., n. � . . � � .., . - - - ���� »r , Ii.5 23' s ����-�����°�-�� �.� .,..�. , . ��,.4.� ... �... �.� F .�y�. .�. ..,�._ ..n._... ��� . �, _..� .. (/� � , _ _ ° 5 �l ��:���i A�flf� � .. ... �. _�.,. a�ww....,...e.� .,.,,�,�, _....���,� -.�. �. � �� �� �i'� ��� �. , , . ..,. . � R.. � _� M � m.� _�;..�. �.�.-�� � -�-.. �,�_ �. � � � ...�;.< : �, ,.� �` ��: ' CB rp�'� ��� �ra���� ::�■ � ���U�i � ��� ������r�-���•���-�-�■� � ����� � a�� �������a����.������ ' �s`�� �: � 15" RCP-IV � � "-�► �:: 5/5 � 1N ° �. � . N , <� �' C8cG 5 �z -�' Q .� MI[� ,41V0 , -o � N o ll o I$° RCP-III REMOVE--�` � 18' RCP-III • �_� 15" RCP-IV i�•. � _ , 18 C I ..-��:-. , RESURF,qCE � Il �. �, � .�.�,... ��� ,�. . ..,�_ ..��. � 18--R� .��. _,...... _. ,�,_ �,.. .,...�,. �_. /�.,,. �► � �$� �4 . ��..,_ ........ wtiw.._. � _ �,� � . .,,_..�..,.��.. ��.�,_...,.�_..m....,� . � ..� ti �..M ......�.. wv .�r�. . ..._ . �.�„ �..�. �� .�� .,.�. ...... _�µ_. � � @pfy �, ��.�, g -'�' N ,,.�., na.m=., .M_ �I� .. ...,�.w �... u�.,��. _ � $� � ,��,� , - ..,,ti� .�... ,� ,_ ��..w..�._ . .. ,�.....�., .M "„�,:" 3 +' ,„r. .��.._ .�.,..,. �.,�,v .�.,,. .�-... __._� ��. .....�.._ ^a� k �s �..,.� .,, _ . �% .. ...,,. � ,,.,.. 'y ..�-,,.�A � . �"� . ,.m».,... m �� .:�.:.. ....m. wm.4 � �,;� , �� . . ^�...LbuaY�� .A.,..�. w,...,.�..P _...»w. �, .. � ,a..�... . � . r � �,m ..�..-... ,,.,:,�..,... �,s .����� ..�,. , ....... �... � ,�;���g��p< .�..� .,��.,�,.�.�... �������,��.� , . . p � �,�. _, .�. �m „� �w� �M._ .� � _ __ � . - - __ ...,_.. . _ . �,�,., ......._ ..�,.„„„, „ � �,, � an. , . �..��._ �,. � � ��° �' � (, � a� �;x � �� � � � .a , �A.,, � ;.�.:: ,. :��:,_ .>�._.�-:� � _.., � �.,�. : ��.�., . � _��..� � z, �,�. � .,,,. ..� ., �, , `V , . .w . .. .,, �.., , � ' . �. i�,rt �0 8 ��� ..� ,,� , � � .�� _.�..� ...�� .�.... � ._ � , -� y � . ����. �,�, .�. sy�. , . .. . .. �, � � �,k ,, ,� ��,, � ` . , .. � �.�.�w.� M.�...... �° , ' � +'2^y, .. : �.ji.Th � ,P ° � •�� �.,w„ -...»+.«.. � . . � j � `�' h��',Y �+.N � � �3 N , p .�r �. �„� .«u....«w.......4x.w.... - . . '.,.a ' �+ .. . ,- �.e wu.w�.«...i.,.� w.�.�.. ....:.... n�.« �rem»w.�...�..wn' r6.+�n W.».+s . ... . . .;� } ,�`�,,,.$ . c ��' � ;: � �s�# � fr '.'z:,�r rs�" .,,„. +...�. . ... �., �, . tl � x�� �� .� � ��`� � f`=��° �' ,� �'�f�� ��� .�µ��� b�. . 5!6 �������R ' � P-UI � _� � ,.i, �� , .._.� . ,�� �u., ? � � CON , � � . .�. ���.� , �. � x � .ri.. � .. ���w a fi �- �� °�`d � ���� � � F „ ..M � . ,� EW ,,,: �°� 18 RCP-I I '..r �. .� ,: . .. _.. � ��: �� w. 8' CD = � � �¢� � ,: , . , ,. .b E W --'� , ... � �.�, h ;� �N Qy. � . . �;� '�� �� a �"'i"' , ,� , � - , • � E PWE PWE ... ., . ... _ . .,..,.:...... F NC r� .., �� �;� ���: � : � r ,F . ,a ,�, r ��a � , � PW ��_..PI� P I�' . pE�y ix., . ':` C �- �,.,,, '. .e u+.v, � fi'Q '�'..�x- � � � .,,: d:� 1 ,a, � p�. . y � , � . . �` �' � � � . ., � I��NDERDRA N .��.�,.M,�.�..��_,.a ,. �, � o �� > � � TCE' � � .� P E PW WE P E _��. �.,. �,. W ��.. , LAN _.,. � e. � : µ��µ� m ��. .w��� � . �. � . ���k e.. � � � CE ° � .9 �� ; � PWE PWE PWE P � $� ._ � ., . . .. ,. , ` k ��,: .. � k . �� � ` ���9 � ��. ����, �. � , �C #� ,,, TC ,. . � �� �;� �� a°�� t� �� P ��,,� q WE P E PWE P � ..� � � s ;� > ��, �. _ .�� � ;� F � �. _ � �' �� WE a � � „�"�u � � W � �� �.. , WE P -�-- ^ ' ..,.. ; ` °:: ��. ;,a � ` ,� " . . . . ��� „�....� ..�. p} , , iM � � ) ss "» y. " �, °�, � .�� '" ,.o-� a ¢� t 4�n. . . °� � � �� � � �, � � �EE SHEET 2 C ( YP �.� .,�,_ �,rv � � ;� �. � n� �ry '�`" m �, � �. a �� � �.. �� � �". ,r• ��q$.� � °� �.) � � � .s r��= � �� w � ° > '�,� � �^ � � � �. r�y^ �a t�, a .�j J .a.w '�G L � 4 �d R Y k Y 4 � �� 'q > m g��@ �Q ,i � ... '�tY xd A M t � � i S k � b , , s,��a. - Nw ^ a. .:.� _ , . '- . Lr , .s �� �,' .yzv.e ,:r?,m .N�s� ... , � ,� F. .�^s. . vi.. tff � k ..,,�` .... «..�.�-.-. .., .a.,�,= �.,�,� W , �. ., . . � x� . � �..A f" °'�`,�.�" '.,aArv'.�t�,� 3. �a.f .3 ��„e�°.�3 k��� d""^ +�,.�° L»,k�:F 4 � v��. 9 3 '9' `4 � `� � \ �a � .�� + � M.,°^��,m�.v . ,�.«..^ � �.,�{ .. . � �.� . `f, n/ 2� . �Y t, �s.¢ ; c, .t," .A �S' ��`�t ; "nwd �� "" � . �p^y, y-� A�g �'� ���r� � �a. �`,.d � `s ` S' g �„�� . Ft �," � :�'�,.�. ,.�,...�''� � . -�� � ���u i ,�$„ , k, P ...R '�S,e ' a � .: : � � �, ... , ._,. .�. , " � x , i" � �q 4,,, «, � ` F> � rs3'`� � ' �' ;".-�� ,.�+^ ,. �..� � a . ' y � � y� �a @, , � P'� �°' ,� 3� �S? q� m � 2 <> 5,., i� ,. . � _, $ . R ' . ��� �fi -... o. . ;" i.29 x"'b��&r ;Y" . '..... n� , � , n v� � !" �f & - ��� 4 F. 3 �! � �`'4 ,k °��o� �'.� � ' �q re,N� i �x $T 9^� . ¢.SbLp iq.o tro`p_ k.,� �� ¢" a.Na, *�..�' � C� q � �. � � �' ,+.� � � � � END MILLING AND � � ,� A `I��""/�I7 E�� � _ � ��� �, � �� � �r � �,.� �.., �„�N� � �ry� , ;�� � .�� � '" �� _ �� � fi �, �� � � �$�'3 � �� � -� � . � r ,,° .��a, � � �// { , b„�,r ��� � ^4� � g+� '�y"� ^���' \, , . � � . �,^"� . r d ��d�`��'R s � . � � '� � { � °a,��+l1 A��L� �.,Y ,� � a�-w �w,Pw.a r�� �'. s4� i.sL�e" �� � �i I a .„� � I � r . � . �m . �n�_ � � q���� �� , EXi �� =y � ¢� �,.��` � �° � REBUIL�"`"` RESURFi4ClNG � � -v ���� � REMOVE 8LF FROM OUTFA�L � � �� �. ' J + + /� '` s'�;.� �.T � f� ,' '� �� �� �'�� � 9� ` S��A� -L- STA 20f48.00 � M�DIAN UNDERDRAIN � N�F C7 OF EX 15" RCP AND PLUG l20' LT TURN TAPER 110:1) TURN STORAGE Q Aµ f ,„� � � ,� � � �.� ���µ � " .p�4 � �~--�`�BANUON EXIST � NEUSE CROSSING '�' � �` � `� SFE SHEET 2-C tTYP) REMOVE FIL AND ABANDON REMAINING �F ���� % 4 � $ 1 � � � � � . ��� � , 16�� ,:,�. /, > , F & � ����� .,� .;� �� � re.�r. � 52! �: �� ��� .M�.w���, �_� � ��.��. � � ���� � �V � . �A, , ... .r / �. .�,G s � �. . !RR/GATION WlTH/N � HOMEOwNERS ASSOC iNC � p��, �.... ,�,�„��.., .�N �.�..�.,„. ,.,.���� �,�:.� �::� r,����� a �r�a ��'��. ��aa��,:.�:���s� ��e� .���,�,���,,,,���„����.���W� �., e '" � ° �.�€��� � �� ��. 3 ���T�� �;� ��,���` IStANO CONSTRUCTJON � � � � .�...�..�.. ��..�� � _ ., _ x .�� �:N .�,,. � � �.� ������ ����� OF TREL��,� �.��� p� �� �-� � UR � � �� �� � � �� �'x � � ��� ��.�, ��� � � � ,�� � �.;�-�.w E��'" `� , �x � � � TOE PROTEC ����� ION � ��� � � �....._ ��� ����,� C� � � ��R E��: �� � ��� ���� � � ��� � � � � , r� :��ti�,.� � �:������ � � ��� � I�. � � � � _ � �,�Y� �' �� a �� � ��;���� END COIVSTRUCT/O/V �� p � 18 RCP-III ,�,,:, FENCE SEE DETAiI. , �'3 ��s� � 'C[ ' k�� ��:��� . ,� � � SHEET 2-D � � � --� � � � �t E? � �$ �g� � r q: �� �� � , � � ���.�x �3� ��u� -Y.3 - PUT StO. ll f4O.� � �� .��m;� � � � RIP RAP PAD 175 SY PSRM� ���:.�� ��� : , ; �. � � � � � � ��. �' � � � � �,��� � �; � �� . � � � � �x��.. �� �� � � ��, � ,�,,�:�.��� �.,���������- � � � � �� ��a ����,����t� �� � -Y - P f ll�F4 � ��� ��.�.� �= `� �,. ��������� IE P PO ED 18' RCP � �.��� � � � .rF..�� �� � � �� � f � �� �� �;��� ��� � � � 6 � �� . � 3 C S o. fi.25 ���u� � � :�� r�iF �� � �; � �o Ex -n�c �i � � �� �� � � � .�...�.� � � ��,�..�vry� ��,��,� �� � � � � � s,. �� . �� �. � co � � � � , �� � � � cV ��� ��� � , �� �' �� � � � HAUNTE LIN ADAMS�� �� .� ���� �x� ���.,. ° R TAIN EX I x �.�� � � _ �� � � ,�ww�,.�.w�w�.k.�..w ��.�ro. � � � � �. D ; � ; � ., � �.�, ��,.. � �. . � �„� �rc� �. °� �� ;��; _r���` � �°�°� ° a �' �°`� �a m °° ` � ` �Y � �� F �,v � �` �. � EX 1,� � 3 �. � V E 18" RC P .���,. � � � � � � � � � � �� „� � a���.��� � �w � r � r � , � � � ��° � � �: R � � �� � � .� � � � fi j �� � � 3 ��,�" � � � �` ,¢�� �.�� ,� m.. ,�,��� � � '� t v �����w � � � � � � � �f � � � � �',o-�,,;,..��"'�^ } r. s. rxa. �� a?�� . . T�# �k���.��,�� �`•s'� . . �,° .; . q . � . � . �,�. �, �,.. n>+x=�'"°r.":�A"�"�r��� �' � �.m � � � � ° � . 3j . � . . ,��a' � �`#a,����' .,��t��.»�� � �. ,„ � ��.. fi $ �� ' 4 s°� � E � � rc,,��, . r� .. � " � �, . ., . ,�p+ �,�� ��p +� J,� � . � � ' � g :�°"' � ��a� �€��� � y �� �k, � , � ��y' � ,�l � � �� a ���¢�" � � q�` ����'��� N/F � � ' � N/F � � } '� °� t � t � y`ia. , �!�'°�hb EJ" f� }� .�1G�°irk� �! � �Y.n:nma�iina`:aenA.. �5�'�..�v. x9v¢e^az.� � � � � � � � � � , �' � M w „ ,. �� t � � �" �, . `��` � � `� �. „ ���, � �; � �'� � �� .�,��.�. �,.�<. L�' � t d� � � � o .�. � LD . & CE .� ��,�, � � � � � � A. � � � � � � � . p� � w ������ � � � �ll� .�„ FtONA 'W MAURI . � � .�." � �� � ��� , � � ��� � �' �. � JOHN S BELL & GINA L � � � '� � ,� � �� ,�°,�" � � � �X�� � �I�LCOX � z -- `� ` � � � �s` � � `�'""��b � � � N�F ° � �A , �°��°"` � �� �"" N/F KRISTINE SASAK � ODUDU E. UDOH � PAMELA 1. RAPP OWAN L. BEAUCHEMI • � � � � � . � � � Q ��� � ��, �, �.,� N/F SCIACCHITANO � .:���``�� k� `� „,�������"` � N� � UNTAIN � ' Z � �g �„i„ �, 3. � Ll.� �tUFUS S & PAULETTE V � � ��;�� $`�, � � BR�EN & ROB�N wIENKE .�¢� BECOAT '�� ��,,�°�" � ��$ ��r�„'�/� �� � ? � , � ��'��� '� � � � � a �- �_�� �� '� � � ��, �° � �:� � � � � N ,�. � �� � s � � �. . � �� � `� � ,.�" � � � � . �� � . � . � � � � � ��" � °�, N/F �< � N/F � �� ` ,� � �CHERYLE L JONES�� �� � � r�, ..,F.,.. ��__..�.._...v.._�.. ....�.�..�,...�. .....�.�......,...��.�.�.,.�....�...,,.,...�.,......_............� ..�..........�....._� �.a�.._.._..�.��_...�.. ..�...�_�.m..�.,.�_.....�.�....�.�....�..W_....�.�.�._.�. _.�. ,�. ��. '� � ,.. m.��.�,�....�_ ,�.�. � ALLYS01'�� A. & IREN� �ESAY � • KIMBERLY �LACKWELL. �� � �� � �' � ,.�>�� � � �� �.�`°��� '� � � �^ piANNE BISHOP . AND FRANK MALCOM�., , �� � ;�' � ��: � ��`�°" �' ������`�n��� ._.�, b_.,_� ..............�..m.....�,,....,.� u.....M,.....W_........_�:.�� .....,.n.�:...�_: _.,�.��.,�,.,.. �.... �..�,, .�. �.� �w _�h..�.� .w..___�.� w�_ .��_a � _�_m.�w ��www,.,�.��� ,�.����w�� N�� .. ��� � �_ � � � � � � � � _ � �a �..� .� ri_, ..m.. � �.�.., , ,�.�,. � � � � N/F �°�' � � `�� b � �°" �� �� ' � � �� � �...� . �THOMAS� KELLY �& � �� ���� ��`� � �, �n�°� EX CB� ,..�.�� � �» � P. ,� , � �t �,�ur � s,����> � � �� � a '�"'�°��.> � ��.ri�.� ��� ��� PATRICK KELLY & � �,� � �.�«;� �� ���-� .� � *,� n g � � � �� -����n�� J � � ��������� � �,�:.� a,�� ,,� � � � � �, � � �� � �' � ��'� � MARY BE T H CREEN � ��. � �� �,� �" ���=�� �°,� � � . �,_. � G. � a�,.,�.�. .�.�...���� �...�...�m.�,� m.�.��...,,�., ,�..,�,�.,.�....,,�..., �.,��..�.,.�. .�,.��. m�� �,� , �.�.w� �.�,�.,.,_,... ,....��..�.,..., �w ..�,.,.�.�.�. ..�� �.�.. � _�, � �+.� � � I� 1� E�� . .��.��,. ��, � � � �"` � a � � �,.� � w, ��. . _ ,�, _r�.,�.w_�, _�.�u_r.�.,. ��". �,",�"�" � � � �m �4 � � � � ��,� �� E�� ����"`� � , � ��:��k � � �:��-Y3- PT Sto. �f f84.10 '� �� � � .� �� � ��°� � �- �� s���.��¢ � ,C :„�, � '� � � �� �y � � �� " ,��° �� - �" ��, .�° ,��"" ��,a.�� �� � �� ��;,� {.� '�; ��� a�"''� CONSTfiUCTION NOTES 2013 ADr �� � .�� N�F � �� �� � � ;����,�,� ��,��� TRAFFIC D/AGRAM � � �� JERR�'�, w. & T�NA H. SCOTT � � �� ,,��,����.�.��� �.�,�,,.n ,�oa�a �..w ,�,�� �� � � ��� � �° 2035 AD�T' �� Y� 5, �"'�""."�. ; � � �. �W. �` �- D TIE T0 EXISTING CURB AND GUTTER N/F � � � �� � �` ��t ��:�"" �...�-�`" NEUSE CROSSINC DHV = !0'/. �p ��� � � �� � ��K ��;:� ^ �.�° �°x�� [2] PROPOSE� SIGNAL POLE tSEE SIGNAL PLANSI � HOMEOwNERS ASSOC INC D/R = 31% �� ��,� � . o �� � k����°�M � °' DB 8305 PG 108 TTST = i/. ` �� � h �� ���:a Z�,� L� t1� �� �,� •,,�� ��, 3� PR�OPOSED C(?NCRETE ORNEWAY gM 199$ PG 1742 DUAL = 2% C3 A � �. -� 174 TI71299 ,� � �� ��. �t�µ C, � N ,�, �°�' � �„` '�,�� , ;��' D4 RELOCATE SIGN � � � � ,,,�� V� �3': � .� `� .�. ,� r� ` � EXIS TING SIGN. J570f1 !19�0 3 ,,,��.��'�' �` ..�=� � � W "'� ` �`� `'`�` ,..� 5 SEE MED/AAl UN�ER DRAIN DETAIL SHEET 2-C q � I.ANDSCAPE & MAINTENANCE �� �� -L- rr� � � �,�,,,� �. �w,���...���" �, t11 �,.� � �- W �°�-x. �"� ��`'`� ,,��� . ;.�'r ❑ EASEMENT IPRIVATE) .�► '7� °`��...w�....�µ �� "� �` ��'� ,�': F'�' 6� PLUG, FILL, AND ABANUON EXIST'lNG BM t998 PGI 742 ��� ("�"� �ltL RoAo � � ���%�� rix�. �. � � �, �' �� �� �� �� .� ' ° � �' � � � � � � � � � � � � °�'� � � .�°��� '' `� � � � � � � � � �8ao �ov � � � � � � � � � ��, � 'C�N� � � �,.�' �� ,� =� �7 SEE DETAIL CR-1 SHEET 2 S � DHV _ ID% ;�' ,N'°'� , �°� DlR - 34/. �� �-'► W"' 'c'� -Y3- PilT Stt7. I4+05.� r,EUSE cROSS�Nc Mi�� AND RESURFACE LIMITS �-'.. � � � � � � z � � � � �"` � � °� �;� - � Q8 SEE 1?ETAIL CR-2 SHEEf � 2 S � � C� � TTST = 1% �c �> � � � �� � � � � � ��� .,���,�� � � HOMEOWNERS ASSOC INC � � 42U0 � � '°�"� � � � p � � g � ������°� ���, .����° � g� SEE �DEI"AlL CR 3 �SHEEI' 2 S � DB 8133 PG � 1025 � � � 4800 � �'� � � � ��� ,,,� 7�� �� .��`�� BM �992 PC �388 SEE SHEET 11 FOR -L- PROFILE � '� '� ��� ������' �� !0 SEE DETAJL CR 4 SHEET 2 S Ii47173320 -Y3- NEUSE cROSS�N� oRtvE SEE SHEET 14 FOR Y�- PRQFILE � � ��,�,� � ��� � �� �� �-���� PREPARED W THE OFFICE OF: �����U������+►��i�� PROJECT. ,��, � :." c'�•. A,'��i � ,,, ••• J /0 • 'Y,9 I�, ::�Q� '� : z.o 0 4.0 MITCHELL MILL Rt�AD WIDENING "� �'��"SE #F-°'°2 R QADWAY P� LAN S H E E T '' �" � REV. No.: REVI510N: DATE: QRAWN BYs CHECKED BY: ; � . � �.. P.O. BOX 33068 . ; 433 7�: - � This document, to ether with the conce ts and desi ns resented herein, as an instrument of service is > RALEIGH, NORTH CAROLINA 27636 � : � o�, : � \ intended Onl for gthe S AC1fTC p � p � PHONE. (919) 677-2000 ♦ �' � �, ;• � y p purpose and cltent fior which it was prepared. Reusa nf and improper �i� �••.!�G ��E���• �� � reliance on this document without written authorization and adoption by Kimley-Horn and Assaciates, Inc. �� ✓ ••......•• �, �� ` Copfy rght �Kimiey-Hornit nd Associptes.nlnc., �2014ociates, inc. C�2014 •,,'� �/Ill�i► �,,,,, JOB NUMBERa ��'0�3059 SHEET NUMBEft: � 0 � �� � -L- -Y4° -Y5- � C 0 0 E CORDANCE WITH ALL � ������,o��� ;� $� � CITY OF RALEIGH AND/OR NCDOT STANDARDS AND P/ Sto 33f80.21 P/ Sto 1l +76�55 . P/ Sto l!¢50.41 N � N�� � SPECIFICATIONS. _ � _ � � � � a 23� 05 22.8� rRr� � 35 54 t?�J.3 lLT1 0- 50� 30� �2.� ��rl � D= 2' 29' 28.0" D= 24' 2'2' 52.3" D= 35' 48' 35.5" }„z�.��}.������",�. � � � L 926.88' L- I47.2�' L= 141.43' ��� � � �� �i�� �F R/�1LE��.1H ����.� T= 469.81' T= 76./,3' T= T5.4?' � � � R= 2,340.�00' R= 235�' R= 1�.�4' � � � SE = 4.03 SE = EX/STING SE = SEE PLANS � �� c� All Construction must be in accordance with ail �ocai, r � � � State, and Federal Rules and Regulations. RO = lSOAO' RO = EX/ST/NG RD = SEE PLANS �� � � � TRANSPORTATION SERVICES � � � Q ��,��,�.��..�-s.� .�cc,��.��n��..�:��,F� ,�� � ����,,�,�.�,�, �..�����,�,�.����,.���� � � � � 'z PUBLIC UTILITIES �9 -Y5- POT Sto. lO+�.�Q � � �Y.�n,:.�..��.�,��.F�� � � � STORMWATER N.F � � � � � � � ` � �. # � wAKE HICH MEADOwS °Y5 - PC StO. lO f74.94 ,`�� ���� � ���� � PLAN N I N G H M WN R A � s`'� � � � �� � 0 EO E S SSOC � � � � . �,�°'Q � � ,� � � i �` � �' ��„� .��.. � � � � FIRE BEGIN CONSTRUCTION � �� ,� � �� z..� ...��� � � � � — f �� ' � .`i� � � � � � � � . -Y5 POC Sta.11 �.i� Q � �„�KK � � � � � , �Y�n�,�.�,��;�� URBAN FORESTRY o� p ► �� �4j� � ���.�..w. � �„��. � _ �� ,.�.,�.� � � �� � �.� + -Y5 - PT St .��5.98 �J D� t �� �� � � � , a� � � o ,� `L h� � �°� � � �, �.� -��, � � � � � ���.:� � � � � � 5 �y y� //h � M�,.. , � ._��. _�,�:�.�m�� n � ry� �'°�i.. �*� � �. "� .,�.mw.... ��,�..»�... �,�a. ��„�,.M,�..-»»«�....v�-�, ...��9!�.,.a .,�,._m.o, .e..m,.�...w......�,w.,.0 4 N�F � . � . . . . . . . " � . "�Q�K . F'�" . A��� . � � . . � � .. . . . . . . . � . � � � . � ".,.,.,.,..�. ' � BUTTONS & BOWS PRESCHOOL � � ��e� �$� � ,�� N/� �,�� (� � z� ��.r�sy .,osE o�ovE�a & �4�. �w Q � � � �� ,�' ,�'� VICTORIA MENDOZA ��...H, �: ; � k,; ��� � �� NIF „ .. �. �- N/F �... N/F ,.�...�...�..w �.,�_.��...,�....�,�._�,wN%F ,�.�.�,ro,.� N/F � � -Y4— POT StQ. lQf�.�D = ,� ��� ;; � CHARLOTTE � � iNAKE HICH MEADOWS � _ —L— PQC StQ.3�f83.?9 �� � ��""�� PARKER SUSaN w. CRUMPLER L�SA R. NOLEN � CHAMARS ALLTT� � HOMEOWNERS ASSOC �' � � — 8• . . �� �� � �`�� � RETAIN a � Jr J�7 /J�.l ���ka� �,,� ,v � � ( 2 N/F'�� � ,�„��,��,�,��� SHE� ��F � �....,,�..��x���..�,.�.,.�, � ���. � � SH�RON C. MARTIi� �AAYER � � � ���° � � � MEDIAN UNDERDRAIN -L— PT Sto. 38f37.2? � � � � ��%,;�� ������ � ��, � ��.�'�',' ��: �-��'� � q �� �+��► � 1 SEE SHEET 2-C (TYP� � � .� N/F , �,� ° , �. €���� ��R �� _ ��� � •�:� � � ���� � � �����. �MORAL I�V�'�`'F�:N'�$ LLC���' � ��� �` � ���. ���w. , �.��,� � �°°�'� �"�d .��' � �7� T� °� �� �w�u.. ..k,,� � � r:�N� ��� �:��, � � . � � � � �� ��, � , �� � : �� � � �-���'� � ���t�: � ..:�,s,„. � � MOVE AND R�'PLACE �� .�...�...�� � � � d ' � � � ` � ' " � t � TURN APE � . - �°� 3� � ��rt � ��� ��"� � ' � � � °���"� `�� � ��� �-���� �r , � ��� R C �l)�.�� � FENCE ,€ � � �.�� � r � �& � � � �� !" � �;��� �� � � ���' £ � � ��. ;� .,�� ��� � ¢ .�� �,J� �� + # '� � � � $ � ���`� x � TIE TO EXIST � PROP � � � �� �, �" ,� � �� � ad � � � . � � ,.�� � � ��� � � . � � --� - � � �� � ��;° �� � � �,..� �� �� � v � � ������ �;;� � � �- � �� � � � w ��° WOOD FENCE ASPHALT � � ,A� Q � � ���� 5 � �� EX �� � c" � `�� E �.� � � ����w�� �� ��` DRNEWAY � rn � � "' ` � � RN � , :� {��AGE �� � � 4' . � � �� �, � �� �� � � � � ,�_ � s �.� ��� PROP ASPHALT "� �' " ���8 c�; F� ;��;� � '�� � � �' T � � � k� ,G `�°� ,� � � , .r. � �, �� ��°� "�� " � ��� ������ ORIVEWAY � � 8.� � `� .�.�,� � ..� :� , ���-�RTR ' . �„ �.�� °�� � ��� �"` � lSi 2� 5� + � g - `� � � ^ � �°�� � $ ° �,����� � . � � ��, x�:w,... ,. : �� � �� ,_ � �s�,o, ,�, � �� ��_� � � �� � � ^ � ° � � � �� �� W�. � � R � � � � � � , rr# ,s �, . �. ' �, �� � EUE----�-- �—_ � �" ` � ��� � � . $ ,. , a .� /�p � � �,g $ Tlv .� � � � � �'a . a . . .�.�' ' e' �'4 'tH�?`;-.s^.% `e' ;`1, ti: � : �t,F 9Y * H, . . � °s`„;�'.' �''�,g'a^ x E �.--��...�E L^�� ::�.�" � � '���"k x ��.:g. � #�., � 6�� o = � E � ������ -� � � �,: � ���� � � ��� U� � � � � � �`� �� � g �, F � � �� „ �: + � 2y � �,� .-� �t� $ �4 � � ���� S .,w�... F.. ' _ ��,.° � °� � �� ��.'�w� �' � ����, . y � ,�> ��_� .. �.,W. �-- � � �� � ,:�� � �� ,,� . , . �_..... � m�,�,,� � 4�� � .��� � �� � .�_�,� �� � � � � � � �.:�� _ � , . _ �''� ,: � � � ` � . �'L ` . � ,�.��,� �,��� � � �.� , ;� �� � 5 � .��. �.� � � � -����.,: � �^, � � �r �:��a� ��:�r �� � . � t� Eu �� �`�,��� � �" � 15 RCP III � M ,.�.�� � z ,, � a .�.� -��- . . .�,�.�, . „ � F �� � ,... �, � .� . �. �, � � , � . : -- , � . , .._.. – � �_. . —���; � � � •.: I ''.—= ==—._;--�-,___e' . . � _:==-��=--�,� ;�.._ � , �r '�1 � . `� =-- _,�_�` ..._....e-._...�- . ``� . q: ��; -., , ,,,,,�,�,,..:....• � � , � � �.�. ,•r "---•—_._,_-_.. '> •�,° '� i ' aylci-"�""�■ T.. � ! ; ,� � - �� �+�a� ��yl�� ,� '`"''�, � – � .+. ��i ,.,..� .r�ie�, /. ' ` , � ��,aii� , � � �/ltfl�� +��/►/;� � .., "'°.�--•' �.�� � �':. 1 � 1i � . ,� � � - .,. � — .....-�,:,., s , k ..�„ . � . � �. �� '"�^�..,. � �,„„.. � �p s� �� e�, m�� �.r� ., �, � �t�� �. �,�...� .E-- ���. �� M!T � .,.�,� ��~ - �°� °� � ��. ��:;.. — � . , _ � ,� µ e_.�_�.�.� �...�.,� ��..m.,�.�. a�. �, _ ��.� �� 9 ,����u� ° ...„.�V _.� .N.�.... � v �_ � �w N�� , � �,.�. �;�v�'�' ,� � � '° �,�. ,.��"°�`"'�-� �' � �3�P�>,�.:� �~.�`° � � � � �r ��,��'� �►�nrw�,� �� ~��� � � w� � ~°-�`��� «°�'��`°.�,,,,�N �,� _ ~� [� � _ _ �,_�.. ,. '".,�` C&G /N � . - .� �� �- ...,---- �. .� p ��, � d ,. � x , � .�� � �° �� �,,:.�� .�°` ,.r,.....-- .� � ` �� " � .,..m_ r�, 3'• //,5, m,..� ��. � �, � ..�� �_�,� - .,.... . �.. _ �., �� � a.,..a , ,�.,�.,� � � �" �.�.�,,..��. '�" rr , 4„�« ..i�^...d,.,.� . .�,,. � � � � 1!!!!�� .... �. ,,._� .. s,��'v ` �+�a,. �e#�i�a4"6r€'°. , " ��'� e�'��� . r � �-• .»�,. .�,_� ..,»..�, "`s�, z �. ..;�,z� _ '� i � � . . . "°�...-„„,,,,,, � i . ... � � V ,r , � ,„.oa lr w-.�.,�,,.""�.�. , . „.�,,, .�N S � � 2 ��„�, ,�.�. m,. -6' _ � � � .. .�� ���,�,M ��... � , _ � a� r . �a -� � ��= � � . ,. � � � ..� �, � ��� < °�� �-��~�� C� _. � „ • �. ('�`� �: ..w � .�� s� �,� � ww � . ,a . �, � A� �.� �.� �.� �_ �: �� �:��.., 5 � _. � �� .. � M r �� .�.� .� ,. _ � .�: � +� rr .� � .� t %�� � � �,��� ��� � �� +r� � � � �� � �� ;pw ,r�, p �.r� a,+:�� ww+� °""kw �""'" � 4Yx+��� , x , ��s„�., y ,n,.... ..��� � � � . � / ' . : ,�.w."� ��-�..Il " .�a s '.".` �g �� ...,,» •,.�. �M�� + � � � ' ,. � ' , -'�°`^+."q��,�d � �:r . . � , � : .�,.�..e"� .,�.�.�� p IV CP-IV 060 /! ��� �� . . .�. . :��� m� ...�$�'�..�.���,.�;�.�.-�.�,+�; ` " �. .�.. g.� �a , �' � ,. � � . .. .� , , � � . . . �°",. � �� �°�` �,.��. �-�._,, � ...w h r � e� � ,. '+ .. , �,. . . r. �, � � �qr . P _ � . , �. . _ . .. � V �n "'� N �� r • �� � �. �f 1� " N«�'�""� � � r . . � ,.�.,�""'�,,, lo �4 . � �, " . � . � a . C�. :.�"'^� � ., ,..���.,„ ,� ,ry�i�* p^ �3.. „�. i // � � �, •, g �AS,„„,�".,^.. ,�� . :,�. �i'a ,� -�..,, ,� � N �. . �y� • ,,,,, � " � � � � , ...�► „.�.;,. ;a � � , � �' , gP `"~M,„w ..�,.� �"`� . .;.- . . .. , , � � . �,. �,� m i os t ,., � � a � � .� � � �.,��.� r,�, ��G .,-� O � � �, u� ��, �, n % ,_ r. . �. �' - . .• G � ��, �k� �q., °.�� "�.�� ��,. . � �..,. r � '� v §; � � � „y * R"� ,. �, :�- ..,., � .- , ,,✓' N -s' e ,.� �.� _ .� � _ ���� � M � ,. : . , L ,�, �M� ��� . :��. � �. � � �,,. � � _ �, � � p , �.� n N �"� �+ y� �-}§ �� S. � � � ��R � ��� � , � �+�a § :,✓"' "�� V ..✓'^ Y m �. �fx. �' � y `.. . i"ryF " � ,� � ��.%'i"S .:�" Lp ,w� W+Y'E t d^ "'&' . ,� g.e� ,ttH` �e�v�"'� &'� dnv., x.�4� , .. �"xb - . ' . y �' � A rI� � �: ,�,�,�., �I� r 0 . �f�i � «• �,„..� ' � _ � � � ...,..-�. �t'�;�^��� ��� ' � � � .�:�. �#` �t, " 'A.� i,�„.% . ,.� � � � . � � '�da� ""� � . , ���� - � . ,, „,,, . _ �. � �. a � > 4. " „ � ����" � CO .n.?� � � <C �, �.. ,�..�'�" � , ;�;; a:« 5� �� _ � E � PW& � PWE PWE yy �' � ����,"" � ,� `� �"�` �""`� Q ! � � ^ CE � '�, . - � - �'f' �,�. � P �.�. �... �� �;,�� �. .�E..-- r'CE---- � �`p WE PWE---- W[� �° � �. � �ePn a�2,3'/8 . -�., � . - ,� : _ _ � � � c � ^ "'�^a 4 �,, 9 �"sa�g �b � � ,� _s ` � r;r. �". �� � •..�� i'.°� a.w k . p�.4a.gY A�; � . . . � y«,,�ppd� . . . � •• C 1�f '.�'s G� �" � ti;�.s�; °" w.. �� � � . . � w'C ��. ���...�� �,; iI�3�,.^ b�, �.a:?- �',.,,��,��W��,� E:..�� ,„; �?%����S,f �%b+ @��,F �� fl ��„ "^a, .-�,. �n � .�..xw,,. �,,. � . A „ o� a � . we � �� S r�+ ,- _ �, /� .... y ..�...,,.� ..., . . ^ . (1 i .," � °�9 ;, ���� � � �: ` � �,,,�..._ s -.1,i�.<e; ,.� ,w,�,.w,,»���.�,�.�� " .:,.:.r�. ��.,,.�,��;,.� `���,�" �.� w�.,�_..�,� � '��` a� �.�„ �/' ��"� .,„� "�-� �.��.� ` .� " ! ,..�,„... � �"�`°'"" � � "t � ,�. ! � V{. .�°�; -� ��`3" ° �s` � t„ � � �z.� „ '�.z # � x�""s �.i'"! P ( WF " ".,,,- .�"'„.,-,.,.'"'"°` �. `tt ' J �, '�� .�---�'`,�,...— ,��,. �,�.���. �'�i �.�,,�;����_. � ��R*m �° �,�`� ���uq � t a � � k � , ,f, p � �, -�,..,��.�,.� _ � S � �° � � � � C� ^.r-" �,,y;;1r,:u� � � �$ S,� . £ �. .�,a� s�'"�' Cr=�y :,. . � � �a. M. �.w�� . � A � _ . .. . �' � . " �, ��� �I E—°.�.,_• p - . °�". ,� � � •"=„CN�. . � � ,. � �,�� �,��� 5` :��� ��> � �m� ,� �., �' pW� ���� �,.,.�� WE---_... �� _��: 4..�a �' � 'g � � . � a � * �. ,g .�.....,m^""r� �� .. � "S�+a� . . ��"�,.��.�.i'� �w� . .��` � ..,� � � � � .�'� � �„��� - � �.���„ ����^�.� "'°`�°�� �..� � �� � �'°� : � � � � � � �� � � . �,� pW� --..._..,,,,� �l � � � � � W� . ° a u� . ' .�:>s�i ,�, . ,� ...�'���'�� ����^� � � .. . . � .� . . _ � . . t . -�� . . .."�``"-- . . .�,„.,,,„,""` I " �, ,„�.. ,s+-� _ �"� � - . � . . , ,, t .`" � � . � 1 5 �....�-P ��F �� :� � � � _ .� � �� � � �� �� _ _ � ����, � �� �� "� � � W� � a _ � �� r X � � �, �. p � �. - �' � _ � � ..-- � � �,�. ,.�'� � ,� x:.: A �� ' �, ��, Y5 POT l2 0.�00 � � � � ��� � �;-��=--� � � �� M � ' # � � ST � �.� .�� � � � �� � '� �,, � � � y. E--�... � '� � � q Z � � �� ��,� - � � � �q , w��> �� � � ���° ` �1 �� ���� ��sv� � �� —� — pC�°°°`F Sto. �2 .t12 � � 3 9 � � �� � � wE ., � p�y � � � � � � .��„ O � D �"`` � m k�;. , � E—�=�._ � + � �� � � � ���_ � P� � ,�' _ . �. � 0 � ��� � � � x. g � �. , � � _ � � � . il� , � . , �. � . . .��:.-�,�, Lt �* � � ��_ ��° � g� � � ¢� �� 0 N/F M� �S' LT`"''--,-.�. �, ;;f � � , �� �, �:� � f��.//��p �� �� � � � � �°�r��� �S"`(' NA M. & ,.y,'',� N� � � [ �` �� q��at �J f �°� �e .....+� �%' L e'§.i ; �� `�e, ., �'�'.�`"` "` .6'� 'm+'Mro'n . . � . � xw�*�rrc�.pay A . � . . A `.w-v..+ v_> KF3 '°^mm.?i_,s i £2 � e �^�' 3:""„,'!.= l . � �,�� � � � � �� � �� �n���H�►RD W. CARTER,� �$ �� � :,� NEUSE CROSSING URN T'�°E`R� f/O ��� ��&.� �� ��.,,� � ��� �, v a� , < g �' ��, � '"°�� `� �' �4, �� � '� , ��� � �' � � � HOMEOwNERS ASSOC INC �� ���� �.�r � � .,����� rh , ,. g . . ��, � � � �,, � l� �- , , z � �f �I�� �' � ��.�` ' � �� � ,x�°� � � ��. � � � � � � � � � ���I�l��""--- � � � . �' �� � � � � �aaA. � � < � � o� � U � � Lj � � �_, ��� �°��� �.,� �� � ����� � �� _ ' � � �� N/F ���� � �� � � � � � � � ��� �R'`�E'� � �,} � � a .� $ � � ,����, � � � f � � < � � '�R �; �.� � �� ��y Y4 P� Sto. ll 00.� � � EBORAH A. wHiTLOCK � � � � H>, � �;` ,>� �,�, ` � � HO�A�x.f HAWWA � ���s� �� _� � I� r g Q � �:.�,.:��� � � �R� ,� . � �� �g ��.:� f �,� D S DEBORAH HURD �� � � �� �'(' �° � � }� �� ��, ��� ���- .����; ��� ���° ��'"���,, ���� �� ,.,.� � � M- �� � � � N/F � 4, , .� � M��. ��:� � �:� � �' ` �� � � ��. � � � �� .�. ���� �� � ;,� � �� � IC �L� & DENISE R�ILL�� � � � �` �� � �a ��"" g �` �; �� `�N/F �� � ���„� _,_...._.�� � � �� ,� ,� � :� � �� �' �'���,�`'� � ��' �� KY A.� NIKKI A. o�.�„�°"�' .,..����. L �� 38 � 3 �� � ��a. � � � ` � �� \ � �� ��`�`"� � � `��ENt�N ROY ,�� �"� ��..�'�� � � . ��. . � �s a���r � '� � �,,;,� �. ��.� �� .� � � � :�� ��' - T� � J��" N/F � °� � � ���� �� �`�� �� � � �� N/F � o �� ,�°��= ������ ��� ��iG� ,�'{,�a�,.;� �,�� a�'` a,�' `� � WHITEw00D PROPERTIES � EUNICE B. CHALK &� -� �.� � � `� ; � .. � � � �, � ���& �,. � . � �.,� t� � ,�° �. � �� �- 3 �° g � � �' � �, a n :� � � ����� ��j�.���� "��� �`� `��� � ��3 ��� PT Sf�i�Z f4 , t[�'�����,���P^� �m �" �� ,�,�a. �„� b� � � .. . . � g x� �� Er`��0. 0 �[ „�amp m?y. 9.. , F � . 1 � A "��'�Y,o�. �x, �''ao� ✓%a�� m��eM�r-,d�& .. � . .. _ . . � . � . . . _ . . . . �. .,. �.Y . . � � . A .N""r � �`"" P i'„�i� �M"i,�x � � s""'` �'"^ t'°«b w",ed . . . � . . ' . . . . . , j � r .��� - � � $ � ,r�$�� � c'�,,,..-`. �� 4'�a ,4""' .�'-���"•`�,f '"y'"^�.'�°�.'rc� ,�°„ri�,,�g� �r �� ��E,"^�,� d�.'�q,�� ,.er Mx� � . .� . . . . . , . , � . � - � � � �e � �,a. S Ps I� . e . '4 �'^kR '"� _''„�C�n # �� � ������ � . - � . . . � � . _ . € � . , . ,v � � .. �. . � " ✓aa"' ' r . �?� �'. ' �� ����ao�� ��}`y� � ,?j „�°�� � ����s . �,,�.^.P � . . . � . � . . . . . . . .� . . � `G � . � c�. � S � �i3''" ��°'Z. �5. fiu � �� k� �p M' R . . . . ��k . �� 'u'�:mwva � . . �artne ��_ ` .. � ��*�,*°' C � � . ��°�..„ "'*,� ,`v & ���'"c �if YS��„"��ew� �'�. ,�� MC iA .$µ, tl'". . , I . ' . . . . . . '�c,� . "�° Mtt ' . . . . ' . . . n'. .: '� . . y �V o . . . . . . .. . - � . . � . ,� ,�:� ��� �,p►N� ,- ��.��� �������~m�,�''���., �►�, � ��� �����' �� � �� ��'R TI N ����� �, q � ��`."� T l.p► `�- ' � � � �. °���-� �� �°�° ��; � � °�:� , � F� + coasrRUCrtonr aorES 2v�3 Aor TfiAFFJC D/AGfiAM 20�2 aor TRAFF/C D/AGRAM �� �- �� �CN AR 5T ��.� ', � '�„����� .� � ������ � ���� �.� Sto. l2 80.�0 � � p ZZ' B ��o�..� .� �: ;� � �h ��`��'"� � �'��'�`,��` 2035 ADT = 2035 ADT � �• �� ,f. �..g���� � DHV !D% * o� �.,,.���- >�. � �' � �°� �"� � h � �,� ' h ����������; ����w� �9� d�� � �����;�°� ���° a TlE TO EX/57/NG CURB AND GUl?ER , � �� � �. �.; � � �� '�F��' \ �� � . �� ����� ��������,>�H�.�,��° TTST 75% _ . �:�..�,�..���.�.���� Q/ T/E T� EXIST/NG CURB AN� GUTTER � �„�.> � , �jy :���' ;� � �� °����€ � �� „ � ���� �; �`�� � � _ � � , ►� °�, � J 4 �$ '� � ��`� ",� J k ���� m&. p�Q Q PRUPOSED 51GNAL POLE ISEE S/GNAL PLANSI • _ � ��` .� � a�����,. ?�'i�� ..������'/�, �, � �,� � �������.�„�� ��.�'���� OHV - l0% o � REGilCE �RM _ ��, ��, �°"�:,�,��; ,, . C�� � , r,��� l�� l� Di1AL = 2% Y5- RaUND OAK ROAD D/R 70% Q2 PROPOSED SI�NAL POLE tSEE SIGNAL PLANSI � � ,, � �.� � ;������µ� ° ���° �3 PRDPOSE� C�NCRETE DRNEWAY TTST = J% � � TO 6 �� � � � �� � � � � � �,� ,� � "°°� �° � � � 7 ����� ,�° � a PROPOSED CONCRE!"E DRNEWAY = , � , ��., �.�� � � ,, � �,� ,, l6700 l98Qi0 L_ Dit!!AL = 2% �O � '�,, � `�� �ba,.. � ,� �.� �. �,`� � D �, E,� � � � � � �� ,� �, 4 RELOiCATE SlGN � 5fa0 '�' �� �°" � � ;�� `� � � � ���, v'�Q ��' ���°�„'�', � '' � � �.1 f � MiiCHELL MILL ROAD � 5p,p .¢ RELOCATE SIGN � ; � � � �,�� 3 � �, � ��� �, g� ���,� G� '� �� a,� s�� �.�� Q SEE MEDIAM UNDER DRAlN DETAIL SHEET 2—C I90Q 30Q � � � N/F y � � �,q ��i�, ��� �6,1 ���'��°�g l9Q0 30� IpC�p,p 5 $ �ATHERIN�� l�`S�TROBE�� °. '� �� �'� � �a��ta� DHV = !0% 30i0 � D SEE MED/AN .UNDER DRAIN DEf'AlL SHEEJ'' 2—C �. � ���` �� Q PLUG,FILC,AND ABAND�ON EX{STJNG I5600 �� 3� "� �� -L- MILL AND RESURFACE LIMITS � �t. �� ' � � � � �' .�`� • �`" � ' D/R = 3/% � ��`� �.� �� �" °'���,a� e�` ��� � �7 SEE D€7°A!L CR / SHEET 2—S 220�0 TTST a l% MITCHELL MILL ROAD � � �� 22pp DiUAL = 2% 1OG00 �,3„ ���' -Y4�� � , ��0. /.3 f��� �a��� ��s�'� � ,�'� 8 SEE aETAIt CR 2 SNEET 2-S . � y� ❑ ��� = SEE SHEET 12 FOR —L— PROFILE ���"� � �� � � �� �� �>�� � ��, �w���� � �° ,�� OfiV l0% � � � � � � :� � � �� �°� � ,`' ° '�� �� � � � SEE � DETAIL CR 3 � SHEET 2 S Y4— S/NGLE LEAF LANE � � � D/R = 75% � SEE SHEET 14 FOR Y4- PROFILE h"�.: �`'4 �'��� � � � � � �o sEE oErac eR� sHEEr 2 s �� -�� SEE SHEET 14 FOR -Y5- PROFI�E �xtAC = 2i PREPARED IN THE OFFICE dF: ,,,������A��� ���, PROJECT: OpQ` .••• ••. �,y�i r ; � • ,••�F $ $ / � 9 ��a � REV. No.e REVISIONe DATEa ORAWN BYi CHECKED BY: NC LICENSE #F-a102 � � � � 2•O o 4.o M I T C H E L L M I L L R OAD W I D E N 1 N G o P.Q. eoX 33�$ R{ J A D W A Y P� L A N S H E E T :. 0 3 3 1 6 7 :_ This document� together with the concepts and desi ns > t��Et�H, NORTH CAROLINA 27696 � �. ,� . f Cv g presented herein, as an instrument of service, is . P�. �. �. � intended only for the specific purpose and cfient for which it was prepared. Reuse of and tmproper PHO►vE:(s�s}s�z-2000 .�� F 4 �: ,�. reliance on this document without written authorization and adoption by Kimiey Horn and Associates� Ina O ��� �•.;�G t�Eti. ; � shall be without liability to Kimley-Horn and Associates, (IIC. � 20�4 �I���f�Cs �����p.,,�, JOB NUMBER: SHEET NUMBER: CopYright Kimley-Horn and Associates. Inc... 2014 +�i��j����►��� 0) (063059 6 l- � -Y6- : -Y7- � �` P/ Sta 11+64,�10 P/ Sto /Of70.23 � � � p=/6' 5!' 49.P' tLT/ L� =/P 3CY 55.5" IRTI � �� �.��.���� D= l9" Q5' 54.9' D- I0� 25' Q2.�' �r � � {.���_ � - 8s.�a c = uo.�4° � � x�,� _ _ � � n��� � T - 44.4T' • ����� T - 55.46 x����:�� � �� ��Y `! ���y.r �' R = 3�U.D�?' R = 550.�' ����� �� � ���nrym �� ���� � SE = SEE P�,vvs SE = SEE Pc�nrs Nf F � ���„� � waKE Hr�H MEa�ows �°��� � RO = SEE PLANS RO = SEE PLANS HOMEOWNERS ASSOC � l� �. �, � � $ � `� � � -Y6 - POT 5to. !O f�.00 � � � ���� � � � �� �,,,���� " BEGIN CONSTRUCTION :� 'h � �h���. �� � 6 -Y6- POT Sto.l2f15.00 �� � M���� � t � ����, � � �'� N/�' � �� � ��WAKE HIGH MEADOWS { �� HOME4wNERS ASSOC z� � � �� � ` ^ � -Yfi- PC Sto. ll+19.53 -Y6- POT Sto.13+50.� _ � � ,� � -L � POT Sta. 4l f24.49 � � � � 0 = � �' �" � i � � � � � � � � � °` �� �rv Exisr� _ -Y6- PT Sto. I2f07.83 , ����fJ' � -J�15 � Mi �'� '" ` , '��' _ � �� � �4 Z 17 N/F MITCNELL MILL LLC �ti G� � ¢ � �� � � �` INLET CHANNEI � IMPROVEMENTS � C�ASS 1 RIP RAP ! EST 40 TONS EST 50 SY FF � `�rs� � EST 20 CY \ CHANNEL EXCAVATION W W -YB- PQT StO. IOfO�.CJO SEE DETAlL 7 � F� SHEET 2-DiCE--''"'TCE.-'"''.T �� _ � �� u�' CE j � _- � ��� -o C� O 3; c�-S ����� �� ;�•`£`�� �E �_ o � � BEG/N CONSTRUCTION '` W �� "' ��� � p �- -Y8- POT Sto.11+21.50 I � � # � #4. � C'� � ` REMOVE EX 15' RCP "� � i� � d � AND PLUG SE OUTFALL � ��� �"� t� TIE PROP 15' RCP-IV W� _ W � TO EX CB a�� �� MEDIAN UNDERDRAIN � Lt,1 � -YB- POT StQ. IZfC�D - �_� � SEE SHEET 2-C (TYP) ,.. Ct �,. � ' ��� �� ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND � SPECIFICATIONS. � CITY OF RALEIGH �� ��� AIi Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUB�IC UTItITIES STORMWATER � c��,, PLANNING � �''� FIRE URBAN FORESTRY �4 p �, C' � �•�'. , SPECIAL LAT�ERAL � � �; � 'V' DITCH WITH ��£� �� CLASS 'B' RIP RAP �� ��� i o EST 50 S�NFF ��`� � N/F EST 25 CY DDE ��` � TRI & TAMMY H. DOAN SEE DETAIL 9 f� SHEET 2-D � �� �� �� b �� � � � e� PROP � � � � � o , ��, � ` v � -L - Por sto. 45 f58.91 � � �� �°„ �� ��,�� ��; � � �. Rn"t-�'waTr �o "�R p� �°� 15" RCP-IV ° BERM DITCH BERM DITCH � 0-��'�' ' 3� I�,; � � r'' . � ��* � o fiELIaCAT `� SEE DETAIL 5 SEE DETAIL 5 4�.r v a- �� �� �� �� � � RETA/N EX/ST � 15 RCP-IV v � � ° � � � � � , 4� }�� S/GN W SHEET 2-p SHEET 2-D i �,.,. ,; � � ��. METAL GATE RETAIN EX CB �I4 ��. / T U OR 1211' TU N (/0•Il � e, � rc�,�.� � � 7 " � � �' >► AND 15' RCP � °� � � �:� � � ° �- �� w 732 �1,j 6:lT�'�f���n3": co � �° ' a o� M�n � � � �, � � � TCE TCE � � ��� c� a, � . �:� �' TCE �,tJ ,: . , ,. ;; � �� �y �; � .� + � F� 0731 �s �rv<�.,�.�, � = w° � d' „� PDE � � � ' � �� TC , � � � � OBD � � � � , �� � �,= � � � �a � � � �a E'-�.,,, p 07! � � � _____ ^_ � � `° � T 15' RCP-IV . ° s � � '��° � TC 15' CSP W/ELBOWS �� w ° � �� � � m '�� '�CE � � � � � � GDl '�}�" ��P III �` � ,�° � E TCE TCE �E � M�° �F �`,. r� TCE--°TCE ��E �� � ��, TC ---..�T�E� u.� � TC� ,3� F � TC , p_____ _ � ry _, � ° � I J � '� . 4M �- �� .��E .._.--�r•- , T�� -TCE .�.._ ' r � ��' .,�..,� �� � ���'� �� � _ �r��` 3 � PW : �N� � PWE � PWE W . : 4d _ �, ! . L ,,. � _ ` �. , m , � �. , u K `+� { � a� D � L �� ', ;�' _-T,� � � �� � _ `�.1 �a � � -�s-.�-�r••- �► a, �-- � �� �� � .� �---f�c�.....,_ � '� �� Gf+��,;, =� RCP IV F R � . � � � � �� ^ `� � �� '�-.- � � CP-IV � . °` � � �� �` � �;,n �xt � / � � � � '�'��e �.��` z,;� fi" � �'.. . M. � r`"�t� +°`� n't'� ,§ � S ` /� .. u ( /� / . ' S '�. . �, E $ ��� y '� 69"' v " J . m, '"w� � ,`�. .t2��F�7�r ` i r �„;_ ..,.£i�.<o-�„ _ � s . � � . . . „ � �'�va7a.Y , - �,�� ". w�„,r,�.��§�'"��a4'...� 6��:?a�"S` A A / . ..�.. �;:6f� � .�. ...,: . . � I � . . � . '�. "`�'? � 4✓ � ,_..._..._� ..... .............� .� . ..... N E_� � ra° �" l� � ."�'i.:, .�.''�' � �x. x;„.., ,.,a � . mm. p�p ,� �,. Bv . � t . �,^ �, �, ,:.. . g a �:^:' ,e y, - .� . ,:�.,��... ` g �,� _.S!�`�"'. _______ _.....V.__�._ __._. ._. ___... _.. ._ _ ._.. , ..... � e a'� ,� . .. � . . � . � � � a Ut , 3 � � ur i '�� ° �`� !P°ar t . �.. xw ,�� �,. ' } ,.. „ :�:"° ,.. d _.-�.. �. . .,,,...�.,_ mm, O i ,, . , __ _ __..__, _.___ -- --- - - .____. � ��.��. ('`� �. _..., . .__. _.__._ ..__,.-- . . _. �.i /� > .�rt� � ��v.q y. & � . p � _�:.,. N � � _,..._.�.., ,,,n.�4 m,a, �.�� _ _� ww__.. _� �n„ ���- < � `"_� ' �1'f � � � �, : , � � � ; , -�� q � ..,� ..12. d�[..�,+,'^p�q _� "f^'�" Y8e � f�M � f)��lµ � � � .� - �-_ l w � � r p,�a- ^� _ q .� �. Q�l. ..__.�...�._�.la .,M,u.,. �..K .3��` °� �" .�" � � ���.; -#z3�.. E:x .� .{ p.A§ � 3y., y "..rv°. .�f �4� j1.d .� �.u.� w.���.�+. ...i: i.�w�.e ..n....i- �...,.,a.k.Wa»«,»��,�..,,<».w ".V M_"8f'_.. . . d;Y:� .�..y�N�' F S d'�«.w�. �. ' v. w .m � .... a . _ . j�� .�.»..„�,�,�. ry,S� d . i ....�^.�..r � �"}' . . -.�t i•x• m.bs" . F.x>, ' c. „� ,n .j „ ..,, « « . . . t "a e , (�� i � _,w .�. ......w ....,...Kw F... M. . ., <.:.. �(� % �% � «««. ...«..... � P4v.5'n � �V ,F1 . .._.� �A3-....._.. . ..._-Y.1.. ,,,. ....; . .......,,,...�. ....�..._-... .x. �, ., 4mh',.,...w„».« . .�� � , � Aa� . , .. .M.�.. , ... ,.,. ... ...,� .. �« : ����Y/�������.�-�.-.ltlt��i� • �il� .. ..,.. .........,..,, ....,..,n .... .,,,., �,ax.,w„� wu:a;cv.. ..:.�.....»...�. � , O »,.,.,..fi.,..-,.„s...�....+....,,o...�... ,:�«w. »„„«.......«:.«�..���x�9.`,�?"^"..... »m..v+yNy,i... . ......... .." _" "' "".....��... �i «, .�.aP2£'�ti�A • ..p. ✓� wXz�..A,.........«,..«....,.....«...�..N � 's!a _. �re"":� . . i.?rY ..#"it aw�--.�' . � a .�,� � � , . : � �� � �, :� � 5" - r .�... l' . �. . . .. � _ : _ ...�.��.�..� _ ....��, ,p ..M � N ., �� �,. � ��t��.��k -� :�� _:.� . 3 .����m �.����� i RCP�IV,. �,.� �,w....�.�� ��. „�8"m����l.? .�a � � . . . . ,� �� .d. �. 1 � 'F � : s k.. u.v. � .�. �. � �. _ � 4 . �� � S, z�2 � x ��-6"�E� �r"--RC�a �- �;� a�,� ( ^�..-�++r �F- o � . ^��� €��. Px.� , �.,. � � CJ � �rr � ����.�-�.c� � � � � o . � ,�� .._�.. �.�.�._..�r.�� �, � ��� � . .��. m� ��� � __m .��.,,. � �..� � � ��d�,A,.w�.,��a�,�,�.�.�� � �,..�,�.�.. ��: �.�. ..� � .��._.���. ��i� , . �....� �. . �. �F � ��._ /3.5' >+ . e �� �����r�������r��� ���: ,��� � _ 2 /l5' � REMOVE 23 /l5 .• µ • 'C[ ���,������� � s � ' �r���r� /Z, ,. ;�: . ���������������� �r�����+� 2 _ � : :x � r . ���:��� ,�� ����t� � � �...�..� _.�._.�.. ��.n a, .n�_,..., . m_ . �..,.� .� ,., �..uy., .M,�� aa.�_. .�.,.. ... _.... , _ �„. 2 ... , . ... . .. . , U ..,. .�,�.. .�. g�- _ � �. _, _... . . ..�_. - r . . ll5' ; ....�. , _.. ,�--�-.w _....... _...�... ....,..r w.,�.. � ...��.:.. k .� �_�...��.....�...��. �.� .�.,�....0 n.._...,... _ �._ i �`-- � � � � � ��� � �� ��,- � ��� �o . -; 2 �,hrt a,��o� , �n� .m.m� . .. ��, � �, �� � � � .�� ,. _ Y C&G 1=:� � B 18 RCP III (� �,�. ..�,�. ��. ,��. �.._ ____ .�M /I' , �,, �CONC ISLAAID � � Y-�"C&G /�. -�►_ ���� °� °- � � 24 RCP-IV � � � � (� 15 RCP-IV � � � � � � .._..._ �__ .�,...�.. � � � � �` � � � � � �- � � � ,..r.._�� �.�..�. .....�._.��_.�.__.��-�!:��,u�,.�_��...�.�.._ _. �.: ......�.�,� �.��.�..._.��..�.�..� .� .,..,.: ,_..��.�� ..._�. ... � �_ _ .�_,.���. ��__�.�. ..��.. ..��..�,w�.. ....�.��..�.om �,��.. �(J .......�. �� �,.m, ,w��� , ..... �� �� ---f� �� � �C�,���r�. � �.�..... o h�,��._,. �..,.�.,� . ��� _.....�,,.�t� �_�....�,,.��.�. .�_.�.�.�.�.... �g .� _. ��.. _° . d � 9 I � .. �. .. . � a �. �. � .,.. .. ..._: ..�_.4_�..�,..w . m�., _ � �... ( �� � � � ' � � � � �..J ��.� ., Y , � � ,s .., � . � � � � m:z � ... � � ,W . � g �� �,�, . �� , .�o"�F �,�^` s, F,�:" „b . . ' r,,� �'"� �"'���"S �� �`i+"s ' t �N"9 .�"� » < ��,, � ..� ,� _ � .� � �� � B 9 �10' � � .; �� . � � � .� � . e � � v w � o- � � m ��. �, � a.�_k � . v°� � � � �� :��.:� ,� �: �.�..� „ �. � �� � �� �. � � . . .. . . � b . � �.a.�; � „ r �.: ��.w.� � ��.�€ -�r° ( � �� „ � � .. . . . �. � , �� � . ,,. � � �.. � . r � a � � � ..�� „ . . , . A: . � u � � � � � �,� � a . . .. � . . � ��� 18 , u. 4 _ ., _.., ,. . . w . � � . r� ;/ _:�O:M 5' CONC ALK 15' RCP-ill 6 5' CONC S/DEWAtJC GRAU 350 -� ��;�"� s m � _ � �,J L1,J �,`� ���:.. ; PWE PWE 8 PWE PIME WE PWE W A CAT-1 PS �� � T � � � �` � � G ���� � -..) � �r�=n �:��; �7�' ���-� ;- .: P -�� � � °�� � � � .....-- � ,.,._...- CE ;� p PU PU UE PUE UE PU � �„' DW '`'J �RETAIN EX���� �� � '�:��� � ��� � �.�< �,'".,-�Ps� E-,-,.�-SCE ..- � � U � � �;��:������'�, ��� �`` ° F TC�'""'""_S p(� T '- .�.--- --"" --- �� � � �� °° � �, 2 LF 6" PV � z.� ° N� �,-----' PDE ~~��� SYSTEM � ��������r��� �.� .b `� �� c� � PDE ` pp � � � PD pp PDE PD � � INV 240 00 � ��� x�' �°�,� �.� �„�� �'° .� ;� �' U ER I0r11 /50' LT TURN STORAGE P �CE TCE TCE TCE C DE P E C„a �� � � lT5' LT TURN S7�RAGE �,���.� ` ��W ��, °� N OUTLET PROTECTION N N e � � -T T/ TCE C SEE DET L I'� I"-, � � � � � � � ���' � �;' a �� ° ��. � � � � CLASS B RIP RAP �� SPECIAL� �LATERAL BASE DITCH .y. � c� � � + _ + � � � � � �; � � THIS SH � �' �[ �' � � "� � ��"�,�"" � � � �"°��. .}, r i � ������ �����, �� � N �� �� x � � EST 600 SY PSRM � ��F � � °� MEQIAN UNDERDRAIN EST 2 TONS /0' 30' m �� � 3 � � �° �'°"�����w.�, �{ ;�� ��`�� � SEE DETAIL I7 SEE SHEET 2-C tTYP) OUTLET PROTECTION f � � 3 6� s�� EST 7 SY FF 21 TAPER � 6:1 TAPER f CLASS 'B' RIP RAP �� "' .�� �,�.,.,w �,� �� ,� � � SHEET 2 D 2 � � N/F�'`"� � �° � ��, � � � d ¢ � �,� , �� ���.-�,� � � � 24' RCP-Iil � N/F � � ���� � � � � � � � � � ��� ;�� � �� ; � , ���� � �� S - ECI�L���O�K CHECK DAM � EST 2 TONS �"� °- NOLA H. LEE DAMIAN LOFTl�S�� �`�^-�;��,���������Q ;^� �°� � E DETAIL 2��h�� OUTLET� PROTECTION S� c � -��� �� ���� � ,� 5 °��=��,.. CLASS B RIP RAP m EST 7 SY FF y4 o+ � � �4 ��, "��� ���€ � '� � : ��`� �;���� HEET 2-D �.��. EST 6 TONS `- TCE---- c� � ���3 �; � � ��� � ` 4�' /F ST 75 TONS CL 'B' RIP RAP "`�"��#��� TCE � � � � ��..��,���, � � �- � �� TCE T . � � � ��� �� , � � � � , � �r� ���'� ���s:, BE JAMtN & ST 22 TONS *57 STONE '�°� � EST 15 SY FF E=--r- ' �� ������� ��� `� � �,�� x�.�..� , � � I�10�'x8' RCBC W/ � I' CONC SI�L (BURIED 1') � y � ,� �� ��, �` ��;� �°� �� � �, �"� =��1�IS A D. Cl45TR4�PLACE EVERY 25 CONSTRUCTl4N N4TES INV IN = 236.0 PLUNGE P00 OUTLET CHANNEL , .� EST 9 TONS 'A' RIP RAP c�, � !� ..����q� � �" � �� ����' �` � NJ� INV OUT = 234.0 IMPROVEMENTS '' "" �-� � �� ��"� 1 TIE TO EXJSTING CURB AND GUTTER �.. ��.��,�,� ��������� , �J����� : �.�.: � ��� ., °cn � �ST 3 TONS � TONE � ry � „�.�.,�� ��� �a�� � ���� { ,� � �,, r �� � ❑ JOE N. & CATHY H. RIDLEHOOVER CLASS I RIP RAP m� ►" �1' 14 SY FF `� � �� �_ � EST 25 TONS F-�� ' .� �`°����_���� : ,����� ��,� �x ,��,� M� "�� `�`��°�,��� �2 PROPOSED S/GNAL POLE tSEE S/GNAL PLAIlIS) r, ��P ELEV=240.00 � EST 35 SY FF r- N` BOTTOM ELEV=237.00 N/F �a�� � w �° ���. ���,�a:� �7 SEE DETAIL CR-1 SHEET 2-S EST 20 CY N �; °"�� � �° �"��` �`�°~� N�F Q PROP�SED CONCRETE DRNEWAY � � SEE DETAIL II SHEET 2-D o FIDELMAR ROSALES. �" �; m � �... GOMEZ GARCIA & � �� m ;�M��w� wANDA M. HOLLIDAY 08 SEE DETAIL CR 2 SHEET 2 S CHANNEL EXCAVATION ADELIA M. ASPIN ► �_ �: �4 RELOCATE SI�N SEE DETAIL 8 ��'� b ��� 3 �� �"�'���`� I � C NCRETE LEVEL SPREADER h 9 SEE DET�4/L CR 3 SHEET 2 S SHEET 2-D §� � � �� t� � ❑5 SEE MEDIAN UN�ER DRA/N DEl'AlL SHEEI' 2-C � 5 LF - CONC PAVED DITCH � ` � Qy � k��=, /p SEE DETAIL CR-4 SHEET 2 S � o� � EL V tTOP EQGE) = 239.50 � � �` -Y7- POT Q. IOfOO.� = Q PLUG,FILL,AND ABANDON EX/ST/NG � � RIP RAP EMBANKMENT �� ES 5 TONS �5� STONE �� �� �' ��� -L" POT S�. 41 f4E.lO ��� ��n CLASSC l i R P RAP �� SE DETAI� 10 SHEET 2-D ��a � ., , , ° � �� � `'� 2oi2 ,at�r TRAFF/C D/AGRAM 20�2 aor TRAFFIC D/AGRAM �"'� N� .� ;�� � ��°�,.� � �_���� 2035 AOT 2035 AD�T EST 5 TONS � � � � � � � �m�� ���������n ���� � `�°������,�,�r � � �� � � � � OHV = l0% � � �� EST 5 SY FF � � � � �� � ��,a, � . SEE DETAIL 3 �fln�„„ Y6- LONGDALF DRNE O/R = 7Q/. � � a� �`" ���� ����,�� TTST = i% SHEET 2-D O �`�P���� �"a�� ���'��e � DUAL = 2% Y8- . CAUBER W000S t7RNE � �Y �'� 64 LF 1$' RCP-IV �' �w DOWNSTREAM INV=235.00 � ���k" � -Y7- PC Sf4. IUfl4.7% � DM/ = roi Ec�v 2�.�o P/PE M'DRAULIC DATA �� SEE DETAIL THIS SHEET � ���� G00 !00 9200 � �ST 75% � 10 1i0'XS' f6i/R/EO rICONC.SICL s� � o � y� Q! T/E TO EXISTING CURB AND GUTTER �, w.. 60�0 ....1 1... loo /430io �_ �� tx/AL = 2'/. l8' RCP DRAINAGE AREA � l28 AC �, � END CONST RUCT IDN BYPASS PIPE 2 SEE MEDIAN UNOER DRA/N DET�41L SHEET 2-C „3� � r M C ELL MILL RQAD 0 9/00 -• � �32vo uvV 24�.15 DES/GN FREIX/ENCY � 50 YRS ❑ � -Y7 - P(�C Sto. ll f12.00 ro�oo 0 0 oHV - �vi � J� x�o DES/GN DISCHARGE ��o �F5 /520� 60i0 20�0 D/R = 75/. -L- !NV 24U.35 INV 24025 DES/GN HW ELEVATION' � 243r6 FT � MILL AND RESURFACE LIMITS �� _ l% 9� MITC Ell MILL ROAD IOiO YEAR D/SCHARGE = 550 Cf S DHV � !0% DiUAL = 2% • 139�0 OHV = l0% 18' �P 6' PVC /qQ YEAR HW ELEVAT/ON � 244.,3 FT SEE SHEET 12 F4R -L- PRO�ILE � DlR = T5/. _ . , � -Y7 -: PT Sto. 11 fZ 'Jr..3/ T7-ST = I/ Bpp DtR 75/. 0.5 4' 0.5 UVERTOPP/NG FREQiJENCY ��500 YRS p�,q� = y, TTST = I% i�/ERTOPP/NG D/SCHAR�GE a 942 CFS SEE SHEET 14 FOR -Y6- PROFILE -YT - POT Stv. 13f/S.�U n- P�NKH,� w,v' °iU� - v JUNCTION E�(iX Cill� t7VERTOPP/NG ELEVAT14N = 248.4 FT SEE SHEET 14 FOR Y7- PROFILE SEE SHEET 15 FOR Y8- PROFILE PREPARED IN THE OFFICE OF: ,,,�����CA �rh��i,, PROJECT: � Q. ��.... ..� / ♦ ■ ,•a ti S/p ..Yy'� _:�Q� , ': - 2.0 0 4.o MITCHELL MILL R4AD WIDENINGi � REV. No.a REVISION= DATEt DRAWN BY: CHECKED BYs NC UCENSE #F-0102 ��ADWAY P LAN V H E E T r �+. P.O: 90X 33068 � • 3167 � � = � T h i s d o c u m e n t, t o e t h e r w i t h t h e c a n c e t s a n d d e s i n s RALEIGH, NORTH CAROLINA 27636 � �: , 0� : � CV g p g p r e s e n t e d h e r e i n. o s a n i n s t r u m e n t o f s e r v i c e, i s � . [�.1 . \ intended only for the spect-FTc purpose and client for whtch it was prepared. Reuse of and improper PHONE: (s19) 677-2000 . • q �:. �. � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ,���� •'• G��:��'��� ���� � shall be without liability to Kimley-Horn and Associates, II'1C. ` C�2014 �j���FS , �AL, �� JOB NUMBER: SHEET NUM6ER: Copyright Kimley-Horn and Associates� inc., 2014 ����r��t�l��r� 0 I 1063059 7 L�.J u -c- -Y9- � E.� �p P! Sto 6D t62.i6 P/ Sto 16 f50.11 PI Sto 21 f7D.3! � ,n S N E� i�,u ---�� � 0" 55 24.4' IRTJ 0- 24' 32' 53.0' �LTJ �- 2' 4Z' 33.3 lRT1 �- S E E .� W�� ¢� c7� o= ir J�-�' lT,�� o-.� 49` ll.�r o` 2� l7' .3a.s� � 5-�' S �� � ����� � ;..rn� L= 96.59' L= 642.fi7' L= H8«2l' ,. �'JT � g��` ��� � g ;��� , :�� �� � � � � T = 4$«29' � T — 326.34' � � � � � � � T � � — � 59J2' � � � � � � � �� � � � � � � � � � � � --Y � � � � � ��p� � � � � � � �� 3 _ _ _ � � � � �. � � ��w �� � � � �� 18" RCP- R 6�,f�0' R- I.500.�00' R- 2,5�.�Q' H L� N � � .�� �� x a iv � � � $F � _ �.�� � - P � = / � � � _ _ +50 � �� ��� -�� �;,� ,r,0 _ SE — SEE LANS SE EX STING � 9 M AT �`j�` � ��� ���� ��� �,���� �s��� ��� 5 -� R4 — SEE PL�4IVS RO = P AN R — XI TlN x,: , _ � � ��w ��. � �� }Y" � ���� c� SEE L S 0 E S G � P: � � ;18 RCP I � � . ��° � 08/6 � N/F ul � �. �,' � � O �� � c.� �. �� : • �'� � � � 18 � wAKE CROSS ROADS �,,. � CB ,� � � t . � �°�- N ��� � �: � �,��a � �. , � � � � � � � � BAPTIST � CHURCH INC � _,' �s,� cn � � �'� � �� N/F 081 � t ��� �,r� $ � � � � �� � � � � ` ` TRI & TAMMY H. DOAN REMOVE 40 LF OF �`�� ��;'= � � � �a�.. �� �,� ���� �� �` s'� ,�-n°n"°"` , ��,� �.� � � � � � � � � � � � � MEDaAN UNDERDRAIN � EX 24 RCP AND �� '� B � $ r � ��'��� SEE SHEET 2—C tTYP) —� c� '�► (�, � .� � � � ���� � � �, �°� �ti ti --L - PC Sto. 6D t13r86 / INLET CHANNEL NOLA p��1.EEQ IMPROVEMENTS CLASS 'I' RIP R EST 120 TONS EST 170 SY �� � EST 150 C �`� � CHANNEL XCAVAT N ��� SEE All. 14 �$ �� S T 2-D �� �� — PT � !+l 4 �� � � �� , � �,�� l � RT URN. STORAGE �,�-�''"� ,��� � �, � TIE TO P J.@.TC �# � $�5 �, �o k �° � � �� � � � �.:�� `c� -----TCE— `h'� c� � � � � � � � � � � � � � � � ��`� � `�,°,°,,��a3 � TCE-�--��,'�E �' T CE---' �� � ��� � �� , � � i5 � � _ /� `";�� �"' � .� �� � � �` � + tT TURN � � ��'�Q' �' � .� ,: .. � �� � k r. e yx�� =,s' �, � 5��� `�i�/ " $�� P i�•..� F � . � . . . � � . � �.�"" �M�� � . . ` �;'� g,g: m � � .� . . } � � � 1 '•�• REMOVE � AIV�D� INSTAL.L NE1N GATE ., . . ��;;� �� �� � °� � . . . � � � � � � � � � ,�,� � � � � �� � o G � �"� ; � �� � ff�.���� � iG �� SEE �DETAIL'STAAI,pARD ME7'AL � � � � �o ,�„�`` � � � � a� ������� � � � � � , � � � Q� ��" �� T � � �,� � D � �GRADE TO {5" CSP � <� °� � �' ` � ` ' � � / �ll GATE ISHEET 2 R) � � � .�e ��� d�� cw.� PWE�----P � � �' �' �'�'�� � r' � � �, . u, � a � Iv� � ��, � ��RAI�rv 5 .�� ��ELBOWS � ��° � r 24' RCP-i �----�- E P ,�. � . � ,�` �? � � �� � � �,, � � � � ��" � `,�` � � � � � � � � � W � � �� � � ��� � � ��. ��� �� � � �� � � °� � � � � � � 15' �2CP-�1� �.��� '�� � ° � �.� �,,.:� , .�.�1 EU fi� ��� � � �. _ � � ��� � � � � � � � �� � d�----��11 � � 5�� i = � � � �x - _ � ��� �. - ° �� ��� ����� ��.s���:�� I� ,� ��� � TCE' —TCE TCE T � �� � TCE-- T � � EUC-�-----EU ��� .�. � �� �m�'� f � - �, �������' � ��1 �s � � � � � GQ Z r;, 7 � "` �P'� �,��� � P� P�W�E��^'P'PPE P.lN� � ---�� �� �� � � � . .� � ,� .��..., .�.�.....� ��.v_��,..���������.,, �`.. ����������°�� C�,,,,,, ,i��'�'"" 15' -IV"�- -..,�„ C � �°�� �� �` �� �,. � �� -`� �'� � � n w . ti V..� � � .._. �.. ' _ �,."'�, i �. ������� : ..� � � � � `� ._._-- � . �, . � ---�-.._ '� . � . ,,M � 18 RCP 9� n W' g . . � � � . >:��. ;` � � ....m �...m. M�m ., .,_.... �. . fi� � �? �� ' �'r� � ._ / �. 0 ,.�_m �.� ,� � � � � „ � ; _. � _ n�..,: ._.� .� _ � .��� .,�_� . __ ,.A ..� ..M..._...,.,_ . m.rv �.N. : _ � ����e �� � °� � � � � 0�4 � � � 4 ��� &G �JV ,� � �°�`"� 7 r-:: 2'- (/� � _ � „� _.w..�,.. ' ., Aw - � a ' `� � ° ��f� 8 /Jr' fN ir.� '`w,� " ����� M1� �.�� ,�, „,� = '�° �g0>`��"� �.` �E�a w ��� �'.� , ., � . � f ° ° n . s M ._ _ , w, ° _ m_ � . .�. ,. . , � 0 . �� �..,,..., ._. � .,..�. � � � �. ,� ,�.�.. A �.� �� � \ '°,.;�° �� i5�' �f � � � � � , ��, $ �� k �,� ����..�....,_ .__�� �. ��� � � ��: � s� � , ,... 8 . 8e �: .�� .� � � � � a -�,�� B � � i �� � � � ir .. , � �,��.��u��� � � �..�.�� ._ �. ..�.,.., ._�.,.. ��,. �,,.�-- ��t�'"°�" �CB� �:,� ��.�� : ��, � ��,�.� °� ���g��:.�.:� ..�/ R�g����� - ��w � , � �.,� �., . �- x , CJ � m � _ _._ _. , �..�._�. k _ ..._ � �� x . . a.��� x :W. ,....ryn� ��M� __,�.��.,.��.�.. ,. x�m� ��.�n�. ��.��..wa� N�.� �U.�..,�..�. ..M�m.HM�.N ._.��.�.h��,.�....�.a � e�.����..�._.. .��..��.. . � _.__ . w�� , .r , >; -- ����; .� �� .�.... ..�.. _._�.. �, .�. �...._ ... �., . .wo.,ww..w.��.,.�x::�.��w� �,����,�,,,.,�., ..,...M,.... �.�:.�._.��,.,�,.�,���..�.�:., �..-.� ��..�„ .� „ �., � ,� , E; .... � � �� �, ;...�,o y.�.. � _ . � � � # _.. ,.�,p � �, � � `�`' . � 1 ' i ' 4 � �, �������r�� ��. " . � �x w.� �...m. , � � �;, `� � � �„ .. _.�.. .. .�.�_ M u,�..., o .. � �� _������;��� �'-•� ' DI �l' �°� �,��,..��� �� I�����.L.�l��- �= ��G8� ..._...w �..., ._.M., , �. � � "�.A� �� . � � -�-. " �' � ��G.��_..�... _,... -� .�,.�.�.,� ,.�..�.�..M �...��_n .... �4 R�P �� � ��� g � � � �,,,,, �� � � � �m �,.. ._,�� � . � _, �. :._ . �- , � �..._., _.,. .�.. .0 . . � � �: � �w:� � � ��,� ��� �.��.,..�,��� � � �,�,,�.�.�, . ..�,a._...� ...��, �. ° �. ;�a�" ! P, � � ���r�r��r���■ ' .,�,. ,...�� � .: �,�. .� � o . , �...� �., <:. ��;: �: ,r�r � 084Ip �,� �r. ��rr ���r ���������� ���wrrr����a������ ������ r����■ �.:�. �,T - �� z'� f{.� e�i . ^'� � �C" � CON �� � � �� �; r � � a � k> d q� 5` � I .;,. � 11.5' l2' �" 24" RCP-IV 5 � $l� 2224 36" RCP-IV� -6" C&G REMOVE � �� � �N �� � ,m . �%��,����:��'" � � �[ � Q � � ww :, �� .. � �� � . ���. � ❑ � . . � ,. ...:,,,,..,,.,....� �_. , <�� �� ... ���; � ��,d `^ ��k �� «�, � ,�...�... ..� . � � � ,. _ � � ;��. ,. .. - , . . . � .� .. �,_.. _ ,_ ,,, .,,�. .. ..�ww..,,�,,. , �� � �� _ , _.,.,,. �� ,�� v�. .w � � � � � ,� � � �� �,,..�r _a.,,, m �. �. �.. �_� .�.�.� ��� .,rv, , ,�.�.. .. , � „� �;».� �� �� _ _ ..� .� �. � e .. m.� .���. .��.._ �._._.. � ..�. ....�� _.� ° „ : � .__, �.. �� � { � � .,.,,. „�.,._ .�_�. .....� �.,�. ��v� .�. ..� �.,.., � � .......... �..._ ....:.. .._�_m :,��.,. :...:M.:. �.,..:. ..:�... ��. .�„ �,.�.. �.. .......�� ��.�-��- -�°.�_ ' ��i�D'� ....w. _...,. .. �� �� " ~°,°.� �► No �� ��x, ���� w�„ a . �� H / ._,..�� .��...� ...,.._ ,.�.,_, :. � �, � ��=�:�C` !l' �,a � .��EMOV�, l.l'. .• � � o wP� � ����� . � � �► 1�'��� �� ..,. �� '�c �,��� � �� � -�,� �Y �' � �.� � � ��� � �`� 4- ��QF`'� � R����� �" * �- � 3� g�`����s��� . �_ m__....-:�:��,��� �s� `� a�;�;j�� �,��� ,k., ��. � C!� � � 15 R P IV __.� _ .� �_ �.__�__ � ...�..�.�.,.. � , .._.� _.�� _ .. , a, .. �:. � � , � � �- � ., sw � , � � � �M �'�� w��� m..,�..,.�.�, .�,. �m `��a:,�„�°� �°�,,. ,��°�°;� . .,... , ...�,M �. .�,m. v� �. �� � � �° �� � n �� REMOVE � � °= o � ....... , .. ...�,. . �.� �� � ,.�� ��� �,. . _ �.� �� „ , . � � ,.� �° � ��. �� -,. �,%�' � � ���. �. M�.�,_.�,......�,. � �,..� .................�. ..._. . � . . � .��. �....,,.�.._:M_ � . , .. � ,.,� ...m._�_._., ...�.. a . , � .. ..� �. m .� 0/ 80 � � ���� � V � � ��� ° � 3 �� m �° � .,�� � ���;�_ ,� �-�:�� �_ .;.�� �° , RC 1 CB � `� �,� �.��� - . � �� �� � `. � ,�� (� � � ��`�� � � _ ...�..._. �m..tt�� �. � .�.��..� �...� .����.w; _. _�.,�...�. �.�.,...�.. �.� ,�� .�.._ � .� � - � _''"�'� � ��� ° �, ° `, ,,,,. ,� ` � �,,,�•-- :� � w `"' � �h ;,,� � , � T ' RC .y„ IV � , „� ��, � ��•� �� , �� ���„ M.. 0 a � �� . ����� � ���'�` � _�_ _ `-� , � �s. wn.n,u 12� � 15N.,� CP-IV CB CB CB ..�.�� °�° � - , M� t .� � ��� �� �° � t o .Ha�� � � � 6' s N SI �� �� J � C�� �. � � � � � � rt. � %�� � ��� k ,..�. .� �: ,;� n ., �„ � '' g � ., E . A : • �� �` � � k = . a ¢ � � tt'w`� 3 e� . . � � � ,�`�° �� J� �^� i� � i � �. t � _ .���'�� � � �`� '. . , . , �; � � � � A �Pt � � � � •'� s': ��' L� ���� ��' � J �— - ,. w �r� � �y ' � �,� � r �s � { .t sza p . r �{ i x , W � #.. w.r. .,.�. � '1 V � ' ..,.,.�. ,�.Nw �. � .�'"s w g " � _ :7 � ^ . ' . ., . .. : ' � � a �a . ^,s � n Ii �� � , ��� � � � �;� F . P_ y �, � � - � ..� ������----�-��� g; �, � T ��> yy�`� ° � �� �x���' ��_.,._�;'��._��:�t�.: � � M ,� � F - — b r. �.� � -�,.. E �. 64A RT `� � � ������ ���° TC .� a��:� �t�.� � �� ,� ��,¢ �F�C -�V�-. ��w � J e . W �� . � � � ' w-� �. � -�� �"� � T Qo 2 # ' � ., �„��� � ,� :.. , � � � , . , „ �P� ,n � - .� �, :� , -� . . � � , . � � .�tt... `'� � � � �' ��� .v� Rr n� Rr � � ��� � F � ��� � � � �� � �������� �w� }��- � � ��= � t 3 QVE a, � 64A RT ` �,�, ,� G� � .�:��� ,��. 2 xt �'y ���•� �' 15" � ....� � w.� �. � �°� �`� � � s4A � + ' ��1P O� ��p° „� -� C�.�, � � 3 ,� � �I� � �R � � � 94.� o0 94.7 RT �, � $� �� = �W.�;��tC��` fi� EX DI� � ��- �� "' � �,�� �'�,�`,�� � ,• ,.,d .,»�'-' .°`:�"� �„' • � 1 ..�z �2 ,� fs'� . ,� � CJ • :� STORAGE ' + �„ �;:��� �1�'7 � i �,,,,,,. � � � �� �# s`*� p �''�� ' `�4�� ��.�-��� tT5 LT TURN ER t10:11 � l50' LT TURN ,� ° F � 95 LT = R , �� ,�� � %3� LT TURN TAPER � � .�E� , � �`" "� � �`�- � � �,. � � � � � � � � + 5��.�� QQ �,� ��� �;����°°��`� � � 1� � ��� �6 `�� � � ��.���A�L Q � � � � REMOVE AN� REPLACE 94A fiT 127A RT w "� �' � � ��u `,�' � "" � �C � � � � ,,,��"` 5 .. � ��m ��� ,� ����� ��, � . ,�5 Zq` `� � IF NECESSARY �� :� �:��°Y 42 P-i w E C ROSS RO ADS � N/F 96"CHA/N LINK FENCE � � � ' `k '�' � � ����'� "�" �`� � � NtfLA H. LEE /NSTALL NEW 26'GATE ..:_ .�, 1 4�, �����'� �-�-°� �" �� 02 � �� F r��`s �OMMONS LLC � � � � � °�� �� �,����� � ����� ��. � � � �� ° ��; � '�° ��` � + 3 �.�� P�� �6 � � � � � DRA/N,4GE� �NOTESr � � � � � .��u�,�..... ,� �.�.,.,��.��� ��.,�...n.:� � �"� �� � + "� �'""� �, �,4a � =s � ������' � '� � � � �Q � , . � l. 8 LF !0' PVC ���n ����T ��' N APER 110.1J ��°° ���i'`3 � TURN STOR,�E � ti, �� � 9 � � � � UDWNSTREAM /NV=242w50 � ��_. ,, ����, T�� ��.. .�,� �,t ,�` �.� F � `�� � �� �ps � ��� .- � � � � �v � ,�t � �� I 'x�`RCBC tBURIED I') a �-� 5 � � ��� `�����.������� ;�� SEE DETAIL TNIS SHEET .� . � � , ���,w. ��� ��� °� � � .... ����aa���ri�� ��� 2 BYPASS P/PE - 20 LF 24 RCP-N � ���.. �� �� �` � ���,�m �� 155A RT �9'x�6` RCBC W/ 2' CONC �r_ � 2. � � ��- . x � �'�-�, � ������a��`°�°� � � X , �'.� GE � ;.. � � � � � � � �'� � ���. - E��� DOWNSTREAM /NV=24/9/ '� S�LL (BURIED I ) '� �p 3 �` � � 4 �t ° � � �� �. SEE DE7'A!L THIS SHEET ��-; ��-� OUTLET PROTECTION ��e �'INV IN = 240.7 � -'� °��'�_ �. � �� kl .., �.� 3. CONCRETE LEI/EC SPREADER ��t���`��� ����� ���;�; ��� ����� ��}�� ���� �� ���� CLASS 'B' RIP RAP � � sp` `� CE c °� y � �� EST 6 TONS ,�°`� INV OUT - 239.1 ` � �y � � � � �. �"y"� � .� — °�°C�� 2�7�l�� °i �� •- ��'�.��� s"�f w'�����f �. '� � / �xCl � tt70 LF CONC PAVED DITCH ° ELEV ITOP EDGE1= 242�0 €��� �� ��� = ���.��� ��� �� ��� = ������$ ;�� �g� ��v� ;������g EST 15 SY FF ��� � � 1 � G� �' � �$��` � � �, ,� . 'C ���. ��� , ���� � � 20�0 (L �� � ° ��� EST 5 TONS *57 STONE ��� ���r � ������P �r��� ��� � ������° ���°� ��� � � �����; •Y '� ���"� ,� Q�1� �� �'X6 RCBC / ���° ����,� ` ` C � � ! �0 E�� �����g �� t� ��� ���' �� ����::� � �. Q� �.� ��, v A'T 4 1¢ T �, 4 41 "1 � �. i.x��ie^ � � �.� . �f`ma'�M-� � � �� ,� �� C� 61�i i�`'.� �. � �,� � M, �, � EST 55 SY FF s� � -L — PDT Sta. 58+86.93 � �����: � �t � r C _. � : � � � � � � SEE DETAIt !0 SHEEI' 2 D ��� �°��� ����;.� ��� °���� ����� � ���� � � � � � �" � �"��,�'' _ � �� � � �: � �� �,�� ���°� � 4 ,� '� ����� �� °°�: � � � �° ���`"��..�� ;��� �� ��_ , � � � �, �� � , rr , Pc�uNCE Pooc °5^yy ^� ^3^qv,@^gs�y),q^g�*g�yg�^y��p�qg^g�g � � �� p 29' 30' CX1' � � ° ��� � ,��. h � --�. ��- � ����,z . $ �dt�. ,,. ���s� i; i 67F— '^ L."9�. i �.kd �F�49`Bd J k-'dS1 # °1R,.��trs."..3'@ ca' , �".n,r^w'"`N '' �. 't3'+�9��'iT� .`� 'yi; '�° 12��'"s. � � . ' EST /6 TONS CL'�R/P RAP [�� �� ���� ����.��� k�'� �� - ������° ��� -- ���'������ �°" 42` RCP-IV °i��- f T $1`0.�'�f�,"�4 � � ;�'`z � � ,�,� ���,-,� 6������'�, ��, EST 5 TONS '57 STONE ��a� �� ��� m �������8 ?�s� �� � � ������� ���� �� � �3�:� ��� �° tre �� � �y @ �r ��°� ���,d re � � � Z,y � � � �..: �r�°tJ� .LC�°.�a � � EST � 24 S?'� l�f ��� ���` - �:������ ���� ��.��° �. �������� �°� �� w.f� €�� - + �`� �,��� ��,� " � �� �1 ,,,�°"``� � `�` :� � � � � roP EcEV=z4�o � ���-� � ��_� � � '��� � � — P� Sto. l7 62.45= �� ������ � � � � y���. ��w�. � �e� ��� �� ���� � .�: , � ���� � �� � � BO7TOM ELEV-239.50 °� -L Q $ fl7 � � ��' � �� `� � �� ����`� ���� ��.����� ����z ��� �����€� ,�� P T to 59 .JO END CUR� A�1i0.,,.�1`ITT R ��� � � ��- �� �:�� SEE DETA/L ll SHEE!' 2 0 `��� �= �� �,���* 't �� x� ������' p�� � ��q"" , . � .. AND S/DEV��' ���.� �„ �`. n � �� � � �� � �;�,� � OUTLET ,� L � ilr l% J�7.J 57A 19-f9�1 IRTI �"�1 � �� �� �� ���� _�� ��.} - ���w� ¢° ��� ��� - 2��:��� �� P,,�,,,� �, �, �Y�� � �a°�s �" `� � ��, � ��""�` ,�� .�"� " �� � �+� r '�� � � � ��� .� ��� �� ������8 ��� ��� � %��m��° � � � m•��`�� �n� � �IMPROV � � �S TIE TO EXISTING�' � ����.� � �� � �; ��� � �,. � '" � � � �� � � �� � � � �i ��'� � � � � � �� � � ���� ���' � ���,����� �-�'"��`� � �1 'I' RAP � � � �"� k30 "'^���� �° ���� , ♦ `� �"J►�t, � ,�..�° � � �.�". . �,.�����:��s � � � � � �,� �r � � �� TIE EX 15' RCP � � ��� � �'�� ti` ���° � � � � � �� � 0 EST 70 TONS � 36" R -ili� °� �'���, � 9���� � ��- : a�� C � � � . �;,�`'° EST 100 SY FF �TO PROP C�� ����������� ���� � �� ��� '� . . � ���� ', �" , o� �� � ���:� �� � ���� ,� `L EST 150 CY � � � � � �ry� �����'��� ��a� ������� ������ ���'��� ����� ���'�� ��s€�� � CHANNEL EXCAVATION ��g��<� �;�� a,.�y���� �� u ��'� ° „�J . ':° 8 g �n " P � . � � � . k . . . ,�' � . ,�,„�°.���;""'�� �y�.��.,n, �i��� � � � � . . . g � �� � ���n�� �`��� a����� ��� � ��� �� ��� � ������ SEE DETAIL 13 ` � �� A� `� � �a� � � ��' #���` �� ° ��� �'�' ��� �� ������:� 3��§,� 8� � ��a�x��' ��� ��d = �a�,.��' � a� � ����, ����" = ����'��; g��' �+w�°� �= ���,e��$ ���� ��� � ��w�9�° ��v �� �° � ���m��r SHEET 2-D �r�'�. �G �2� . � � �� � � �� s � i ��� � � � _ Ml�. ANO RESURFA�� ` � � ��, �.�. � ��� � ��u�� ,�2 b�� ;� ���- � a����� ��-� UP 0 EX/ST CONC � ,...� N � � � �� �� � �;���r���� ��� �a����������� ��� �������� ��� ����� ����� BASE TAIL DITCH � °� �'° �p OR�c'�'�n � � � � � ��� � ����,�� �'�� � �������'�$ �`�� ��. ;������$4 ��� = ���u��a . , DRA��AY �, o...�° °° � �� � ��� �� � ������° s��� [�� ����� W ���x��� ��� �� ��� � �������s ���� �� ��� = ������a W/ CLASS B RIP RAP � � � EST 25 TONS �` "��� ��� � � � � � � ���� �����° � ���„���� ��� �� �f�� N� ���E ���.�� ��� ��t ��� ��a� ���f ��� �� ���� = ������$ EST 55 SY FF �"�� \ '� � ��y —Y9— PC Sto. 2l +ll.! �� � ,, t � b � � � ��"�`� ���� � ���az�i�'r ���r ��� a����� �������� ���� ��� ° ������� � `�, � � `" ����� ���'�' t��� � ���°����� S=3.5%, DDE=22 CY - �° ►` � ALL CONSTRUCTION TO BE IN ACCORDANCE W1TH AL� SEE DETAIL 12 N/F �� �„��� r'�Q ��� ��� '� � � � SHEET 2-D CITY OF RALEIGH � ��,s,�� � �°�=�°r �°�. �� �� �� � y � � � ��°�� � � CITY OF RA�EfGH AND/OR NCDOT STANDARDS AND � SPECIFICATIONS. �, �� � 0 9 � ���'' ��' ��� ° , � � �� ���� § � EMBA KMENT � �, �, � � -� �°� � � _ PROTECTION �s � . .v CI.QSS 'i' RIP RAP . 2012 AUT TRAFF/C DlA('iRAM � � � ,� � � �+-��/ cc CUNSTRUGTION NDTES ''=' ``� . �b � � � � � � � V) 1 1 Or RQ�GI�H EST 5 TONS _ 2035 ADT MtLL AND RESURF,4CE ��°°�.,"`�°°�`" ��'� �'� `- EST 5 SY FF Q TlE TO EXISTtNG CURB AND GUTTER �'� ���.Z � SEE DETAIL 3 ?70b UP TO EX/ST CONC ��°� �° � DRNEWAY � I60�0�0 2 PROPOSED S/GNAL t�LE fSEE SIGNAL PLANSI � `i $ �C'� o All Construction must be in accordance with all Local, SHEET 2-D ❑ �,��„ ,�, ���, `� , � �p�� o Stafie, and Federal Rules and Regulations. �3 PROP4SED CONCRETE DRNEWAY � �, m� � � � TRANSPORTATION SERVICES ELEV 246.90 i8'�0 I3U�D 4 RELOCATE S/GN ��`� �� ,� ���,� � � � 2� RcP ��500 � � sr�a � -Y9- PT Sto. 22f29. ��'��°�` �� � R �p �► �� ����� b P U B LI C U TI LI TI ES I87U0 -.,% �-- I6300 �_ Q SEE MEDIAN UNDER ORAIN DETAlL ,�,<�.. N/F �� �,z BYPASS PIPE SHEET Z--C � �=��' S BR�NA CROOM �& �� �� �� � � STORMWATER lNV 243JQ � r MILL ROAD 6 s�s� D ON L. PARKEF� �� ���`� '�� ����� ���� � h. 25D0 /DOD DHV = l0% ❑ PLUG, FILL. ANO ABANDON EX/STING �° � � �� � ���� . �� � � 39q0 2000 DIR = 75% ,,���'' �' W ��� � INV 24256 !NV 24256 7 SEE DETAIL CR—1 SHEET 2 S P�ANNING MILL AND RESURFACE LIMITS _ n'sT = �� ❑ � - �. � � � o� - �� • ,�� $� . R � FIRE 24' RCP l0" PVC O/R = 55% gppp �� � y Q SEE DETAIL CR 2 SHEET ' 2 S ���� �! � 0 5 � o.�� E N D C S T R U C T/ O N = � : SEE SHEET 13 FOR =L- PROFItE 7 T� =�/ �� � sEE DETAI� CR 3 SHEE!' 2-S �� � � uRBAN FoRES�Y SEE SHEET 15 F�R Y9- PROFILE �� ° v - Y 9- S t o. Z 3+ 1 0. � 0 0 � ` � _ � JUNCT lON B�X O8Z4 Y9- FORESTV1t1E ROAD /4 SEE DETAIL CR,4 SHEET 2—S � �� �, � PREPARED IN THE OFFICE OF: ��r����� � � �� �� PRQJECT: ♦ �`��'�� •$ •����' / ,��s ■ �' .•' ��� / • �q " N� �,�ENSE #F_o, 02 �-� �:. 2.0 ° 4.o M I T C H E L L M I L L R OAD W I D E N I N G � REV. No : REVISION: DATEs DRAWN BYs CHECKED BYs R O A D W A Y P L A N S H E E T = � • � �.. P.O. BOX 33068 33167 � This document, together with the concepts and desi ns resented herein, as an instrument of service, 1s > Ra�EicH, NdRTH CAROLINA 2763& � ' ,�,�.� � N 9 p PHONE: (919) 677-20D0 • ; l� �, . � \ intended only for the specific purpose and client for. which it was' prepared. Reuse ofi and improper +'�� •.NG t��,�C.�.• �. � reliance on this document without wrTtten authorization and adoption by Kimley-Horn and Associates, inc. _ �i •••...••• ♦ � shali be without Ilability to Kimley-Horn and Assootates, �t1C. 02�14 �Ij,�f�Cs J eP.C+, ��, JOB NUMBER: SHEET NUMBER: Copyrtght Kimley-Horn and Associates, Inc., 2014 ���rru�it►��� 0 I 1063059 8 .• 1 � � � � N/F NOLA H. LEE � � � z/� � f � �1 � � � Q � � �� ' , i � � J � � � _ C� ����,���.. ,��,�..,.����,��.�..� �� ���� w..�,e,�._�_ z-�,.�, �,. ��,�.��.���..,.,nx ����,��� ��a���.�,�„�,���� ��� �..r.���x�,,�, ���,�a� � � �rt�����.�� � N/F �` ���,�� � � � Nrn e W_ i FG � ___- ---- �-------- � � i"� � �f � � � � � � � � � � 3 � '�. � ' { . . �fi. � . � � � .. . � sfr.w',s�w�swa�.:W.zx.. . . " � waKE CR�SSROADS COM�ONS �LG �#�°°°"�� � ��~�� , ���� � � ��� � � ��(e�. � � . � . � ^°'�,,:" rv �""a�^ � �.s°;,��"°"� . � w^ K . � .�,-n ,.r��,.�,...x,,.�»�:�:...rw�..�,n � .� . . � . .�".�°'� �,,`° ww i ��,.�p°"�� wp°'. �.a�" .,�� . . .'y'Sh�._..������rA � N�,w-"'•f^ . ' a;„r*'�'" aA'"�G�c�� �" . �\ � � � . . � . � . . � � . � ,�.�^ „�.r �,c+ � � � �+e^"" � � � � �°" � , �'` �� ,� �. � � � � � ������� � ���� � �� ,� � � a � ��� � � � �� � �� � � �,�� � � �� � �. ��r� � � � N ��� €�y��,;. � ,,.� ,,�; � �.�� �'` �;� `���`°`a: � �.,- � �,� , � � � < � . � � o ��, �, p ..� `���� � � j ������� � � ,� �'" ���^�� �,� ��� `� � e�,� �"^ � �, ALL CONSTRUCTION TO BE� IN ACCORDANCE�� WITH ALL � ���'�` �„��°��"����� �„ °�, � ���� � � �,� � � � � CITY OF RALEIGH AND/OR NCDOT STANDARDS AND `�` "��'' �' � �` �x � � �� ��� � � ������"�xi �,,����. � � � � SPECIFICAl10NS. ;.:�� �� ,,,,�� �����, ����:�.r�� ��,�� ����;� a��,� ��,4 1 . . , . . � . . . a.�r'"" � � � � �� ��� � � �� � � ,� �����,�r ���; ��`,� �`� � � ci-nr oF RAL�i�H �� ���� � :�..����� �� � �� �� ���,�"�''���°�r .��""� o All Construction must be in accordance with ali Local� ���'��rt°=�°�°�y ��� �'��� ����� ��.p M � ��� : ,���� �"� "„,, �`� �,, co � State, a�nd Federat � Rules and Regulations. � � ��� �x� a �� ��� � � ,�� � fl � � � P�a�f ����" �:������� � � �`� ��� ���. o TRANSPORTATION SERVICES �"��. � � .. � . � . � . .. . . . . �uM . � PUBLIC UTILfTIES �,�� g STORMWATER °�� � � . . . . . . . . �„�:�.ra�n�ry.«��.-�..�a��x,.�.,.�.�..�, ..�.,x.�.�.��. . � . . . . . - . . . � . . � . � .a��x�,.�. � wAKE CROSSROADS CoMMONS LLC � �.����� � � � � � � � � �� � � � � ,�,�u� �,,.� � � �� ����,� ������ � $��� � N/F � MITCWELL MILL �1 � ��� � DEVEI.4PMENTS LLC �� 9 f+8 � . . � �q �°� q"k { #;: i'C ':f ,`�d'9' . . �. "` � . . tz�4A��S �i�C,:e?;; 'k;k.,., 8._..k.;t��.i�F.:,eu § � � � . `� � � � � �'° �, � v ���,�..��_�.�� ,.����,���.W�:x�:��.�.�.� � ��,,Y.����G��.w.��.�wr��. � PLANNING �� �"`� � � N/F � � ��...�_ � � FIRE waKE CROSSROaDS COMMONS �LC � �,.��� �� � ���`� URBAN FORESTRY PREPAREd IN THE OFFICE OF: ■ `i REV. No.: REVISIONe QATEs ORAWN BY� . CHECKED BY� � NThis document, together with the concepts and designs presented herein, as an instrument of service, is intended oni for the s ecifi r ose an cfie \ y p c pu p d nt for which it was prepared. Reuse of and improper � reliance on this document without written authorizatton and adoption by Kimley-Harn and Assootates, Inc. � shail be wlthout Itabiltty to Kimley-Horn and Associates, Inc. Copyright Klmley-Horn and Associates, Inc., 2014 NC LICENSE #F-0102 P.O. BOX 3306$ RALEIGH, NdRTH CAROLINA 27636 PHONE: (919) 677-2000 CO2014 EST 30 TONS EST 6� SY FF SEE DETAIL 16 : SHEET 2-D � � � � � � ���������; � �� � � �n.�� ��k.��:x� �������,.,.�.���� �,��,���.xr,���.����.����:� .�.�.�W���,����,,,.,�..�� ,.. �� � � �� � :I !i .• 1 � N/F NOL A H. � � � ����x ������ n���, .���� �a����e���. � �� � � � „g � �� � �g ' ' � k . . � � p � f &.w� .¢ . , � ��' � � �.� °R � � � � � �� � �� �. �� � � �� a � �F �� � � � ITCH � ��� �,��� � � � � � � � � . �� � � �� � � �� � L � � �� � � �����m�������g� � ;�:� � � ���� �d � � ��` � � �� �� � �x �� � � �� � � ; � � �� ��� ��� � � ,���� ��,������ � � ��.,, ����.�... , �` � �..�.. � ,._.,�.� ... � � � ��'„��'� '��..�„��� � ...�..,.�� ...m w. .,..�. ,� �$��yy�r � � ..., .�, � � ��. �.��� �� ,� v �^ �,y,,,�„.� �...?` � q� � � a ,z 3 A � ���� '�°�T � ��kn � �..�s�?7 ���w��� � , �.�- � � � � � � �° :�� �� � n �°..��� � _ �= ��. _�.�w....�.�.._,.��,._,am � " ����� �R��~� � ��, �� ��� ��'� � � ;���� � �,�t�mi °��:z�;�� � �� � „�� .� � � � � � �� ,�� � � � �� . ����et�'a��µ s' �w��.����..,....a�m„� .�..�,..�. .�.:,,.w_ �..�w,..� �����t� �'�� ���W��} i� �����M1�����4� �`:� t ���� ��m�� ..�,..... . µw.�.m.,�.�,.. .a.�.. KK N� . � � .�.e.�.�. .. � . . .. € ,. . .... �, „�»�..», w.�:..:.u.,�:�.�,..�,a �.....,...:. ................��„�,.� .�..�.,�,...,.,.,.n,.,,,,.,,........�.�,.� � �..M.....�..�...,.� � �� � . . � � � � . � � � . - . . . �� . .. �....� ...�.,,..�...�..�.�..,�„s,m. w,�.,.�:�...�.........�...�....�. �«e,�.���;`��4 �i�� � � � � � � � � � ���� � �e � �� � � � � � ; � � fi e P i � � . . � � � � . . .. � i �;¢ d � � .�., .� � N/F � � � HILLSBOROUGH IV LI,C � � � �� � G'ONSTRUCT/ON NOTES �, ���.,,�, �x,���,..,.s . � O (r;) Q TlE TO EX/STING CURB AND GUTTER `� 'C.J N/F Q PROPOSED S/GNAL POLE lSEE S/GNAL PLANSI WAKE BUSINESS 3 pRQppSED CONCRETE ORIVEWAY INVESTORS LLC ❑ Q RELUCATE SIGN �5 SEE MED/AN UNDER DRA/N DETAIL '"'�'°x� °°��- �, SHEET 2-C .f,��"'" .'°° �" �,"„, Mm�.�.��..� Q PLUG,FILL.AN� ABANDON EX/ST/NG �"���,��������,� �. ���, � � � �`�" 07 SEE DETAJL CR-! SHEET 2 S Q SEE DET'AIL CR 2 SHEET 2 S MILL aND RESURFACE LIMITS 09 SEE DETAIL CR-3 SHEET 2 S 10 SEE DETA/L CR-4 SHEET 2 5 SEE SHEET 13 FOR -L- PROFILE �����n�A r ,i�� PROJECT• �� ,� ��� .... ��• ��� - :', � ���5 �q ,�� �.��� , :; Z.o 0 4.o MITCHELL MILL ROAD WIDENING ROADWAY P�LAN SH E ET :. 3,6, := �t � = �= t�1'�.; = :� � .'. ,�'`N� •..• ' ,��. •��I��� �� J�'�;��, JOB NUMBER: O( IOG�O�J9 SHEET NUMBERe 9 nur e❑ -J -Y9- : � � � � � PI Sto /2f37.8'5 PI Stv l6+50.11 � � _ • � 0 5 30' 44.2" lRT1 0 24' 32' 53.0" fLT1 � D_ 3' IQ' 59.2' 0= 3' 49' IIA' : � L-17.17' = 4 �. � 3 L 6 2.6 � T = 86.65' T = 326.34' � _ R = 1,8�.00' R = 1,5D0.�' � SE - SEE P ANS SE - SEE P ANS _ L _ L RD = SEE PLANS RD =�EE PLANS � a . �N � CEMENTARY � � � � -Y - P T to : � � � � � � � �� � � � � BEGrnr CONSTRUCTrOnr � � � � -Y9- POT Sto.11 f50.� � �R � � �� � � -Y9- PC Sto. II t5i.20 ��� ����� � � � °-' ;� � � �� � . - . � . . � , . . � g � � . ' . �� �� � � ;� � ��� � �� � � � �� �� ��w�� ��� �..�-�- l �°� ��,�.� TIE EXISTiN � � TIE EXIS?ING OITCH TO P OPOS [,� � � � DITCH TO PROPOSED ��� � � � ��� �Ai�. � ��� � � � � ��� � ,� � � �� �� ��,� '��'� �' �: ��� � � � `C � , u� � � / _ `� � -I'� '�� ��: �m �` � 02 �' ���� � � � � � � � � W �° x� RETAJN �;� �� ���� �2� , � � � � $ ; �:,, � � S/GN ���',� � �`�;� � � �� � . �,,, ���� ��� � � � ��a� PROP ASPHALT � � �,� � � - �� ���� DRNEWAY ` ���°� �� ���� � � � � � ���� �'`' � � r,� �, Qp3 ��#� �, � � REMO � � � � � ��f ,�, ��,��� � � t, � � �..�..� i i a 4�� � � � ���°� SPECIAL LATERAL V DITCH � � � � � � REMOVE �����" EST 250 SY PSRM ' �£ w...,� �� 3 ���� � I , t ��.� � � � ��� HALT ���� � SEE DETAIL 6 , ��� � 15 � ���,.� SHEET 2-D TIE EX SYSTEM L015�� ���.�; � µ=� �"`° INTO PROP JB B�t � .r,.. , � � � �� � �m.� . ��..�_�w.,,4. `� J N/F wAKE CROSS ROADS BAPTIST CHURCH INC � ��—€� ���x ����� ��r��`� ��� ����� �� � ��^ ��� ��� �t�� ��� � ,���g���� ��� �� � ������, �����' ���3��`�° ��� ����'�° - ��;�a��f ��� � ��—� �`��� ���� a�����'���� ��� �����'��� ��� �"�� �'�� T�� = ���Sn7�3$ �'�� ������g �' � .� ����:�,��� ���� �w = ������� ����� �� � � � $ m��� ��� � : ������ � ��� �'�`� � ������' ��� �i�"C � � ,���`��'��° ��-� �'��� ��� ����� ����� � ������� � �'����`�t���� � �r ���n€�8 @�'�-�5����� �`� HI ������8 REMOVE 18 LF °�' (� � .. �;,�,.�� ' . . . � - . . �/ �.. 5 . � 3 �� � 1 . � . . . ��,�..wwr�.u.�w. OF EX 15' RCP �B �.., � �� ta����� -� � �- ,� ��-�ra�=�` � 15" RCP-1V � � �� § � .� `� � � � ���,���,. �w r JB �,,��~ `;� � ,,: � �� � � �` = REMOVE D . REPLACE � TIE PROP 36 RCP � f ��, �� EXISTlNG WU00 FENCE � TO EX CB '�0 /0 �, �.�; ��2�� � -2n � �� �,�,,,,�:°n� ,���. � ��� ; „ ,� � �.� ���,��,��� 4 a "o,�� � � � �,a'k� �sw�mra '� i s. . . . . � �p P . � � � �,: `.-� . � ka,. . . �""'. -Y9- PRC Sto.13+24.37 ��� � � ; � � � _ o� ����� ���,.,� ��"�" � � � � � ��� � . . � , . . . C�/ p � . 4 �^"a . . � . . . . . . . . � � . � G/�C{� . . � � � g � ��� ��� -� �.�:�,.�;.,�a x'�* _-"""'� � . . . . � � 3 � � � ��,,A�.,«�^+ $� �g ��, � 3 �_ � ��.� �r�. �� � � 0 ,0,2 ��,� � , � �� � �� � � � _ N/� °�o f5 �. �� f � = h� � , � � �� �::�� � � � ,,,� G � , � '� � � . � � � ,�H. .� � � � �` wAKE CROSS ROADS � t F` -. ��, � ; � ` f � � � �: � 2 ( BAPTIST CHURCH �NC rn , �`� o � E �� � ; �z ; a � � � � �°�� ���.��� �����F Q , � � � �.� - � - 02 � , ����� �m � N/F , �-�, , •. w; � C ks ��,,��-�.�� � ��� �o� �� �_' � , � �' �� �., a � � � � �; �.,�NY� HERBERT & ABIGAIL H. JONES l � �� : � `;� �`' � � � � � `� ' � � � � �, �������� �.�m� � .,�.,��..M� SPECIAL JUNCTION BOX E � � c W{TH WEIR WALL RESTRICTOR � f95 C' R � �� 4� � ° --CON57'RUCT SPEC/AL _.�.��;�����..�:.��:����.��,,�� o, SEE DETAIL 19/ SHEET 2-D J � 3 � � � � � � �, DIT�H ��REJ'�� � ��'. '� n � � � �� � �„ �,w�:�,�,� e o �� � � � � ,�,�,�..,�..�, ,�:,E�i�CUT SLOPE � CONTRACTOR TO ENSURE THAT � �`�� � � � �� , ¢ � � SEE Y9- XSECTIONS x �' �. FLOW FROM 15 RCP ENTERING � ���� j� ,a:. � � ��� SPECIAL �ATERAL 'V' DITCN � JB 1011 FALLS ON THE DOWNSTREAM , .� � SIDE OF WEIR WALL � � ���� �� e� ��� " � . � ' � SHEEDE2AIp 6 ���.� `� � � . � � � ������ � � EST 250 SY PSRM � SPECIAL JUNCTION BOX � � � � � P^ � � � � ` � � � � �� - � WITH WEIR WALL RESTRICTOR JB %`3 � ;.`�. � �< i � � � �� , '�� ` N/F b, SEE DETAIL 18/ SHEET 2 D /01/ g /0l ° �, � ��� � � � � � C �� ��._ �� ui NO�a H. �EE i • � � � ,, ; � ; } ' ;� .�,` � ,�° � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 24' RCP-III '� �, "� P°�� � >. ���,, � n� � `: � � � `� / / ,,, � '� CITY OF RALEIGH ANDfOR NCDOT STANDARDS AND R 0 � Q j� � ��fi �� � -.. EM VE 62 LF OF � a �°� ,�� ; � SPECIF(CATIONS. EX 24' RCP �,. � ° F ; � & �' � � 4d � � � � � �JB � � ��:� ��l� �����. � � u�� � � � � � o EX 24"� CP B TO � � � `�. �� t�� �� �� �� N �,�, � O � e �E Q � �� x .� � Y {� � � F � 15f4Q � CITY F RALEIGH ,o,o �. : � r,�� �� G� END CURB AND GUTTER � w� �;a � � �� � � � � � �°� { u �� � � REM VE REMOVE ANa RESET � G�,� �J � �� � ` � __ _ o AI1 Construction must be in accordance with ali Local, � ��,� �� �; ;j �' �f �� � ,�,`� CABLE FENCE � �.� m cMo State, and Federal Rules and Regulations. �" ��� ��� �Q- �:_ � t=� � � I � '° � �'T'��,� PROP q ,�,�2j,`� �t .,,, � � �� .� ; � � � ���� ��,� n �r�; �`����GRAVEL �• TRANSPORTATION SERVICES � u� � ` � ` �� t8" RCP-IV �������ORNEWAY o / $ � CP IV � �, f50 �v � i 3 PUBLIC UTILITIES �° MAT CH LINE -Y9 - ST A I5 f�0 SEE SHEET 8 g STORMWATER � PLANNING � FIRE URBAN FORESTRY PREPARED IN TNE OFFICE OF: ���'""' PROJECTa R � �, �.. ... p! ���i .�� ���o F S �p :y'9°�., ■ : n ' MITCHELL MILL R�AD WIDENING � REV.'No.: REVISIONz DATEe DRAWN BYa CHECKED BYs NCLICENSE#F-0142 � AVWAY P�LAN HEET � �� ,^� 2'O O 4.O � P.o. aox saoss : 033167 . = N This document, g p > RALEIGH, NORTH CAROLINA 2'7636 O � • \� : " to ether with the conce ts and designs presented herein, as an instrument of service, is �� ..�' : PHONE: (919) 677-2000 ♦ �' �' � . ♦ \ intended only for the specific purpose and cifent for which it wpas prepared. Rsuse of and (mprope i ���,, ✓•.NG)N��;r� ,,��� � reiiance on this document without written authorization and ado tion by K(mley-Horn and Associates� na. C 2014 ��q � G��� �oa NuMSER: sHEET NuMBER: � shall be w.ithout (tability to Kimley-Horn and Associates, Inc. � i�'y%F$ � QP��� Copyright Kimley-Horn and Associates, Inc., 2014 -' ����uniu��� 0 I 1063059 Ifl 00 Q � MI LL AN D RESU RFAC E LIMITS SEE $HEET 15 FOR Y9- PROFILE �❑ �❑ O� � _f -� ,:: � b � b � ` � � � � ... � � � -� �b' � g � � � O � \ �❑ O► � � � -�? � O � � � � � � � ... O O N \ � O� � � � � � O � � � v� 1 � � \... � ` N \ ❑� b� � _f � � � O � � ` � ` -� � ._ � � `O \ � �❑ O� � � � � � O � � � � 1n� � � \.. . � = N � \ � 0 O� � � � � � c 0 a � 0 � � � � � � � � � M � 0 3 � � � � N � � i 0 � � � � ��/ ���,��� �� � �� ��:� `� � �� �� ,�`���� f�,/ � ,�� �e`/ �` � ,� � � � � ���'"� � �,;�`°` � ���� A�L CONSTRUCTION TO BE {N ACCORDANCE WITH ALL� . �� I�� � / %�� �° ��// �; / � � /�� .�,.��,/ � A � ��'` ��.� � CITY OF RALEIGH AND�OR NCDOT STANDARDS AND � �� �� � � � � � l I � � ,� � � � �� � ���//�������� ����,.r' i��'�'�� �/�/"`�° � ��� �,�r�'° �,��� SPECIFICATI4NS. � � � �°`� ��� � ��.� � � � 3� z � � � ��.� ��.. .p� a ,�/,�' � // �// �'.�~',� .� � �,�a� �� � � � � �� ��� �s, = � ,/� � �� �� � �� ��.��������.� ///�///��. f/� /,-� / /�� /� � �� � � �� � � � �� ����...�.. �-- — � � � ��� � �� � ��� ��. � A ,�� / �°',-�// �`�' �// /,� � ���� ��� ��; ��� ,, ,� � � � �� ..�._.. ,�l � � �. ¢&��� � u� .�— �M� � �%'� /�/ �`/ f �'/� % / � ..oy��� � �� �� �n��� � � �\����, �.:-p^ l i �. � �a��� � n � �.�' � �' �°/�/ .�j � /� .�� ��. � � ����a�� CITY C3F RALEIGH � � ��..�.~�—w ��-f -,/'°'�`.� j//j{) / � a � � �„��� �r�� � �� o. � /// �',� ,� J/ � � : � � � ~`^�+...i«-e. w' � �l t �/ �� � � 94� � � � . � � tt � � � . � � � ����/ �! / � . �� �� �� �yo� : ��a�� ��. ��� � . . ' � . . � ' . � /``*� � � ���� � ;� ,� ��' ��� � . � & �. �.�-- � � /�� !� / f� � � ,�,� �° � ��� All Construction must be in accordance with all Locdi, � / � � � ��,� ��� � �� ° � ---�-- ������' ��"" � � � �`� ��`'�� �' � � ��� � � State, and Federal Rules and Regulations. �� � � -' � � / � ���/ `� ,� � � � �� � � � � �—�- .____r�_ -- � � � i`/' �. � f ��� . _ .��, �.,�.. � .�M�.�� . � a�. -- �� x �, ,�,�� �l� �� � �� � �� a��.,� � � � � �� � /".-°-~�. � � � f � � �I � ,��j /. � �� � ..��_ w -_ �-�-� .�-�- 1' �"°� � ff �, /�1/ � �r/� � f� / ��� 1 � / �.�:� � �.,�' �' TRAN$PORTATION SERVICES , � '?g � ��R �' " . � � . ,l ��S ':,. / ' .r".� � �� . � � ` � �� �l / �� ,t .�yds' � ,� "`""� �� . . � . . . � �� `��t � �r PUBLIC UTILITIES � `��� � �'�..` � - � ��. �� � �� r � � / � �, ���. � � � �� � l � �,/ ��f� ��' , �� �/ ��` ,�'� � � �� � � � �� �, x.� �" .�-� -� � � � � �� / �`,/%'� �" / ,/// / � %,� ,� ,�� �� �.� � � �� ��� � .� � �. �� � � � / � � y, /%� � �, � �� �,� �,,,...��" � ��,� r� � .�%f � �,� � :�� � �� � �TM�� 2��/�� ��� � � �� �>�i � � /� 1 �� � �° �/ f : � � � � � 'f � � �� f f fj I � �� ,� ��` ��' � � ��� STORMWATER � �\ ��.. � � ��� Jj a��.�� �- i �%// %� �]/� �f( ,� �/ �'�� � �� � � � ./ � ���� � � k, � . � � � {i f �,�n'�^ � � f �"� ( � � D �ev� � �""=�- ..��°' � � � .�...�-- °' �� � � 0� '�'� � ���� � �°�� � %� ��� � . - ,/� � ` � /�� � � � � � ���� �.�-'" � ��a� � ��� �, �� � �;� � � �` �'�:��°�'�'� �� �� ��� � � � / ,�// �/ // �/ ��� �,��� � � � � � � � `��. PLANNING �� �����.;�MEx��" � ,� � � 'Q�,� #� � ��r��� � ��'��� d. � � ��; ��m � � /' � � f � 1 l � �� ` � .� �;� ..,��.. .. � "�""`�. ,. ��� n����������°`` ��,%� � � "�� "'� �_ ��������.�°�� ��� ��IT }� � � � �� � � � � .,� �s /�l j / � l� 1 � � �/,� � �� �.��. �� � FIRE � � � � ������������� ,,.r' ��� � ��,� �� �� C��� �, ,������ ,t �' � � � �� � � T � ��� ���: / � / f � ��"� � � � � � �_ �'°� �°�` � � � � � � � � .,-°� �. y�. 9 � ba� � ��°'� � � �° � � � � ! At2 E� � ����,. '�,, � ,.---'' �% � �. 4 � �� ,.� � � � �� � :� � ��. � t,.�-� � ���,, � � �`- `� � � � � �`°� -� � �/ � � �� � � H C f'� A H . 0� �s � ,� � � '� URBAN FORESTRY � � ,� � �t �'x" '� � � ���-������'' � �°° -�.,.. _-�.,. �„*y} �°� ° �'��"'[ � � (Ijjj �° t � jp/ /fJ D C / AV/f1A E��a+ I � ^�$ 6n�� 'tl��v'�¢u��� . � � � .. � _ �4 � 4� , ��p � 'ib.° �i ir.�tl °°"I �l ' . � � � e*n �° I � .` ,% / / ! � j b'" . �S . R . . . . . . . . �''/ ,� .� � ! � ' d d � . � . . . , �3 � � , � �� � � ���������d���° ��,,,.� � � ..�-.-..°� � �� �� �� � �� �������� ��� �' � �� �� � ��� ��� � � � � � +� � �� � � � � � � � �, � � � �� � � �, � ��� ��� � R t � � �� f � � � � �V � � � ,% ,�,�--- � �,,...�-- � � �[�s� � 1� � 4 ��& �3��� ° � j ,4� � � � ca N/F � � / ..--°� � � ti �µ ��°� �� � � �y'' ,y$� ��1 I � � at�E �HiGH �EADOwS ..�� � �'``�.,,� `�~ ,,� . � �d ;.� / it �--°'^`.,,,,. �y � - ......,...�».."" . �n�'� � 0` 4 E' g� f j � � � �„�+_�"' ,� . °1°`°,"" . . a . . � � €��`����,'���a�.�,��r � % "�.s"" s, �+e. �0 �� ���^���a'' ��'' •�,t�-�`�r � 2 � s �,�� � i � �� "� 0�1EbwNERS ASSOC . �,� �M, _�����-�� . . � . . . f �r�� ��;� ��8 ��°�� ' l,,- �'`� � � � �`"` --�. - ,�`°� "�' ~��. " � � ��� ��, l � � � ,� � � � � o .� ���,�,��; � �� �;��� ���� ��° ��� r --�'`� � --°" � �� �� r E � '`; ' ,� � � �s } � � � c, � � � �°"' �� �� � �����-,������� ��� �. � �� �- �� ����� � � �� ��a���� �� � � �� ��� � � � ��� � � I � � �� � o����� � � � � ����.� � � � � �� . �.� ��,�� � �� �� � � � ��'` � � � � � � �� � d��r � 1 � �'��� � - -.�-�`- -'' ���. �� � `� �,� ,� �'� � � � �,'!� �� �� ,�°� ''"� � � � �,,,.� � � � � �v , � �� �"` � � � � �„ .�...� � � �'��� ������i�' - � ��� � c��' / � � ���: � � '� ��� . �� � /�i'" � � � ,,� ,O� � ,,� � s' � � , �� �°�°'� ��'° ""� �. � �� � � � �t� �� �� � ..�G ����•-�,����"" � �� �,,•t��- � � � � �� � � $ � �� � ��� � ����� = ��� � �., fi�,� �,,,/` ��` , � ����:��� �,>� � �: w�,, ���'���`���� ��� � ` % ,/'' � � �` �� � `F► � `� � � °"' � � � M � � � � �„n. � °� ,! ��°,� �;��R �"� �� �� � ' �;� a fr' '`° P� lAL /`� � � � `��. �=�� � � ��' aa.� ����v � > � � a ���._���`� '�< ` �.r�� � � r ���'�gt� g ���� a��:�# ��� � f °a' ',v ,�..�....--- �G! C�J D�M � �a�, �, �� � �e�"� ����� �;�� ��� ���;�� � , °� �.....-� � � ```�• �;r� ��� '� ��° � /� �,/� FE E PI r`� � � �,�� �,: ��. �� � ��;,��m�� ��� � �.--°'":.� � � ��° � �', �^ ,,�'`� ° % J �'� � j� � �'�� .:,�.°� �'�' �� � �' � , � �� -�"'� "�� ��. � � � ° � � �� ��� �'�� � .* � � � � � , � � � � � ,ti � �� =����� ��� .� .�.w-�--� � �� s �"�� ����� ������ �� �.'. � �, a�� � � � � � '�< �' ` ��' � � � � � a � � � � � � � �� � � ��-���,.� ���������� ���:� r% �� �° '" ��° l °iEM RARY ��' � � Z -:��'� �� � � � ����� �/ ,,�° :�'` � ,� ���'� ,� �"�, � V � �� � � � � � � � �'� ,�p �� � � � � � �. � � � � �`� L �� �� � ,�,�,�'"�,,-�'� /' E �f'M�� fTYP� �� `��, � �������� ''� �'� � �,� �� / � jj �� � ��� � ` � � �� r�;��� �,�^� � ''� '�� � �j � � °� � �.J) y� �`' ,� `a � �^, •a ; .� � � O [� ``��"�, � �. 2' � �..,..4� � 5� .. � � .o,`�� � i�i �' \� �,..a„f . � . ' . - �"�,°o �' �' _ 'a4 � . . '�+ � �J �i. �'� �,,:f . � � ��f �` . �� �. � iS�� � , . �'^�� � � �n� � "� � � �V °�.�;��� . - � s / � � €� ., � s x.� � ��� � ���:� ..r� � �� . � � � � � �'" � � � � . . . . r � - � / � -��,' s� � � '�- / � ,�° � � �,, ,�'�`' N/F �, � �" H�"��,� ���. �� � �� �" N/F *g� �/ � � �� �', � !� � t � ��. / / � ��° NAT H. HU. JR. �y� �" SAID S. RASOULYAN � f � � � ���'� / � �" ' / INSTALC J HO�OK Wl7'H �� �' ti� �',� `� � ��. � � � �°f�'' � �� / �, .� / � RElNFORCED S/LT �� �``` �' °` _ �� �� � � � {� � � � �� � � � .�� � �. � � � � � '� �,- .�..�� �i� " ' �,..�. .� / /` FENCE OUTLETS (TYPJ �,� � �?� �j �� �` ��x � �, `� � � � �' �� � � � �, y .,� a ....--�' INSTALL TEMPORAR?' � � � �,� �� ,� � � � � � � � � � � �b k � � ,�. ' .,, � ,�,,,. �, / r TREE PRfJTECTlON FENCE U ITS OF � �,,,�-- �` � -��. � � � �. �� � , � ,T � �� �- AL(1NG EASEA�lENT fTYPI Di�UR�VCE ��`'�° � �.,� �'�n � -v, /�` � � � a � „� .� �,�"� .: ,„ � � w r;.,�„�, � � , � �� � � �' � O � � � � �� � � � �. � � � � �. � � �,� �� �` ��'� � _ � ,� OVf � �, � ��` ��� /�� �`°� � �� � � '- �~� � ° ° �� �"'� TRE W INC � .�r�`� ,�'`� � �'� a a C7 ;� � � p � / O � � �, ".—°.•• '�,,�`:M � � �� �,°'"a. � � W k���� � �� , Q` � �� � `�`�.,,,� ,~�° S �� NCE �� � ���u� ���� ��� �°'� N/ < � `� � �� _ . �� � �� � � ���� �� ,� .�� "� C� � � � `� �'�. .�� � � � � �-°' �'�� � BACK � QF CURB � � ��� � VI�1�OR & CAR�iA RODRIC�. � � x W � � � � � ��, ,��f ��� � / 0 t� n � ,�� � �,,,� � �� � � � ` aF�� � ' °�,�� ��r ��. �CARAPIA,�ICELA MARIA �`��� � _; � � C— � � f � �� , '; �-� Z ,�� tc �� � � � , �T' �� �� �^" `^ ,, \\ ��� „""'-._.. �� �k �� ��.-.,�„��` _,..-'� . ,� °'�� �� � �����a,, �� W! ,�� �+ � . . � . , �m��>,� � �,�;fi� . � �p°`..� `! � � � �,; . . "'e,� ,=��°� �� '�„�. ��; ,� . . �,.'�`— . ���'° ��i".� �/F � � "� . i �. '� (� . t��k ,� { � � � �� �.� � "�, '� .� , �� ° �� \ � � � � �a ,. � � J � �„r."' "� � � ��,, ,,k,,,�,,n. � h� ,% �r �6 BONI�� M HE�i � � � � � �` ��� ��' ����� ��� �..��� . �� ,�� ��'�� o � �- � �Po `�•�, ��.,`�,`�`� �� �.�� ��,, ` ��` � ��� � ' � � h...�� r����av`��° �;`"�j �, �� �� , xi� �' ;� q �/ � ��°� � °� �, ,� �.,, � , � ,-�a , . .� J �, � ���x � �` ,� / ��°� � � � °�.,, ��`�.,.,°�,.�`�,` '� "��� '°,�; d � � � � ��� ��� � � �� 57 TEMPORARY „�,..�,.� � � �.� � � � �, � s a�.,.� �`'�; � �� �, r,!'� ����° � � � � ��.,� � � � /� � �r�� ��:�a��- � � �°,_ ,�,o "'°`;;� ~-.... �,�� � � �. ..� r-��°� ���� �� lLT FE�CE FR�lK. . �� .�� � C� � � � � '� �� � � --�--` �, � �`�. ��`-��,, � � � � � �� ����� �� � � �X/STING '���!� ���'� �� � � ���� ���� . �w� �r �,�, ,.. „� � �. � f��:�E ` � �� ��_°�����,, � �^ �`�. � � . � � �� `"��� �,.,-�-''� `'�" �"'��°?y�"-r �� ��°��d� �..,� ���� � �� " '�' � ���,Y�,6.�.� °� �''� 5.�..,,.� � 3� ,� � ,.,�°."" .�� �, � �y,�. � > � � . s .�� .,� � , � fi �.�^ ��" ��� Lt9a',5 r n ^h �e � , �,�„�+ � N' y ? mNXn" `R 5 � ' °`'�, � �` � � � �� � � �� , w� � . � � ;� ,�� . +,t ' � ( p . \ �.. ...,.�.� q „ .✓ }� � . & ��°�:,�a �"" �' � � 1 1'1 ,.4,�� �, .� °�� ,/ �o, -a,. � � ���,,;�� ��`°°°� �p ,.�., " �t. �' �; � ��, '� �`�� � � � � s��" �,��F" .� tJ 1 ?� ti, . . j) � a }� f \ • � _,,�.n��> ,4""�, �.li '� � �„ / � -�..�, Y�g '� '�a ra , . � °'nr v"�'�,:- a�l�: a�^��'ja;,�'�°" � � ,�ta.>+ ��� - 'aG � . � j 69. t J� -�_"^.,-- .3 ,,�`°'�'°'"y �` . ""�' !" � � �' "" ,,/� °�`°°^" �,. ����'�h � �` ��;�c % �j� < 9'�C �, . `w+��, k-'� . � w�� , ' � � � . i�/�•� � ,� ,� � l ^"'��- ���"'°nr '�°�� ?'� , / w.,,,„, � �`�.:�;� r '� @ �` �� `°��....�� ��� �� ,�� p«^ � ��t� �� � � � � °"� ,�..,...�� �� � �,,�' �o,����'`�«�„, � �� � � ��� � . � � . . . �^+,� �`:ts £�....�=-"� � . � ���.' � . ,� �� "�w.„ � '� ,,��..�' � :ra �t' � a' �,. _ - r.-� g �. � � �� � � ���� � . . � . I ' ���;.�, � ,. � : . ��„ ' . � . . w� a� . � / .-^r"�._ � �,,,� "-*.,,��.,.^^w�._ _ /'� '�d `O,� '� �"rt^ � a s _�„�}' � � F� . . . � � % � �-�- � , � "�,�, % ��`� �� � � a � � �„ k`�: s -°� " ��' � � ;��5"t"�. _ ..,.-_".""'�<,w � : � � � °'.,'..,�'"`^�,`'" '�" � w-. � �,;�' '`�, xa�,�.. �a �' �6�y � s� ; ' �j' � ��"� ,'^-..`."`- ip � .4p3, - �` � ���^„ � � f � ��3� � 3 f"�`°����s"� �� �� ��a s °� � '' �� "^.,�,, .� ��'°'m�a� � �� �.� � �„, "°»»�"""�� � � � � � � � � . �, �� � T� / �' 4� „�y •+v.. V�" t',-� �� � ��?�� � . � � / � ,�� �� :,�-°"""° � --°.�` � �--� ''�'" -'''F� \ ^�- ,,� ,% y �~ ,�q ���� �` ��'� � � � �' � � � " "�'�� ��t�,�3 !� „,�« �.°�"�" " � ` � � �i ��� ���54�� �' r� � � � d a�� � � ��.m.w-'"--".��.'° ''`�^-�-�"""�-.�,��'"':,;;�..�`"`.--.�� '°�" / �'* � � ,,,. & �,.�'` �- .� �� �� �.Y"' m �a�°�' r�. _ �sr � y� ,� '4., . �' ll R u M�� ' ^ .� r.p s ^��,,,,�,� �W � J"'" . V X ewV yl ^+� �� � O \ ] , . . tr� g/.�'� � "`*.. "�"'+r � �`� � "r. � �m��rF' °�5.� . �` V ' n . 4 : . � � F ,� ..-�+" , .e . „ � .�:, 'n�.:.� W .: �..ze' � '� .�g � .� � Yi . / .w� � ' . � � � ' � � . � �' ff.� .y> '�' /�%����/`�.�"''',.�'-�--�y�.,__�„°---�.�:.�`—'�..,��^�.. � . � �� ;. •� � ,/` '•'I' (�' ''� `�--w�;: # ..� . ,� .s 7 8�a �� � � Y� °� ���ii � _ ..�° " �°^""""� . �� � ° ??��`, O � . � ���� �� � ��� ,� � � � .�'''" s��-----. '� / % � �� � �� ���3 �'� f �° �� �.� �,�r : � ' ` -� __ -- . � , . � � ��� ; � ��`�/ d/�/ ��!� .�'`'�� - �-�..,,---_. � ,, �j'� T''E :���& « ��� ��`��� _.�� _ � ...��,N �., ` _.....� .�„� . / � �`���� . .__.._._ .,�. � � . .� � � � � � �� ,� ��� � �� � � �,3 �f r �/ f �- �� `��.`.� /'� � / /� �j?„( � /� , �. ��� � ._, �... ��`���� � � � �Jj �.``-�.."`��� ��.,� w.. w_A.,. �� . ^ � ��� � � � � � � � 1 �/ l/`� `"�"-�. � �* � �,/� �` Sf ' C� � J� � j �� ✓ � ��� � � � �� {� � �� f � / � /� ,�� �' � / � � .:.�..��.�.. � �n �� � � � ��y� � �� ��� � � �� �:�����/����� �p��,�y ��---= -� ��-.�-�.-�.. ��-� z / f / / � ,/� � � i �' �;F .� r �-� � � ��'� :� n i, / /�r P �, �l! ``�'—`°�"..`•`�'-. °-' � ��`'-• :.�'��.. '� � . . � f` d / ( � f ' �� �0 . rn . � � �� .� �� � ��` ��� � / � ~="=�"'�� -- � �'`~�-.��'' "�,� o /� 1 / r / ��,�`�' � � .��� `" \ ' � , � �..� / . � ��' � �` � �� ff ''�"�: z���`i";�. g�4��m'� �'� � `�.,,_.,,�°.``�..,_,��' �-� "M �`'�.�"°�"`^-�, ,..°�,.�, �'`� / � // // /� � �`i� t � � �, C � �' � ��� �: t � y'',,t€"" � �� ! ,� fj1 `��' '��:5�'d � p, `�� -.°-4�°"', e��"`�.,w «.w "��.,.—����`��^���,,�'�,"�".�"�,.,._."�"`'„„"�• `^°" "` "�° � ,� / / // � f ` f/ J . � - � . / f�` �t � : , . � �' � JJ � ..�' . �s �Y � . . . p � y � s.��,,,,,v � � '�b� �� .� .>�. - a . ?Y .�. . � ,��' .9 � l i� . `���".•.,,,, 4°""•.,.,,,."*,. . °"�"-""'.wY,"`«.� � "`+�s��"�".�°'°^�..'.,,�w 4 ' �� i. «,w„M / / / � Yd�7Si. � . .� 7. ... ,� `i .:... °+'�"f=.. / . f � � �"°^"'.w.- .: �e``�`�`3��.�,��-- $.,--_ �� V • . ,Ft '".�m.,,,r �j , / jf tr �,'u� � '�,. '�.'t�. d{� -3.. � ` P.��'���i'=��:��a�$���5`� �'�� �'' � �:; �n ;,�. � � . . . -°�,",.�s *°`�.....w,,.,�'�'�....'. `�- .,�„` ,<,� �~""`�--•.':`�-•�,. �� ��...��,=:...-....... f � /� � F % �� % %� ! ` /���.. �� � � � r �,,,.�„����.,..� �'.� . .�,�. �``F� . ,��y�.=�'�'�� . 3 ��.��„�: � �. . °� ,���'� �g�� �' � �: �' � �. % ""�«..J " ��. , ""-`---�"---._. `^� ,,1� / J / � f J j� / ��„�..� + � a..� �,,.- � .,,�'�` _ � �„��3„�� ��SS�� � �'�� � ���� � '" % ;�"� #� r� �� � "-�"'"^.°-�������"" �"••.,�.._..� �,,...� ,% � � f � ° f � W/ ,"� cy�', J I � / 4'"°�"a � �,Q�:------- �°°--° �;:-,$�� �„s � 1 ' � � , . �3'�� r� c�g �^ ��' � �V,� ��'r���'� �� /� m�-�w/ '°-�..."ry • ,... � � ��� �* f / � , _•�-,-._ „��� " �" ( G� f / ��___..� ��� �� {� I ,4. , / , .. �.. �,�.� ���t � ��� o.,w f f .. = � ����g �y�+, ;�ti r�' - kC pY�' �fl . _ �'"^", �^"""^�xc:-�..,-...y,�5'-..��w.,3�� m� � � � . ! ! � �« . , .. 2�'� T„.,..„..-... ^".."`y '� � �' � \ ` � �� � � �� � ""�„-w.� � � �... �..,,� "�. � .°,.�.,.,_ '�<'�-�"`„....•_. � a*�� �.,� „� � �; � �"� � � � �� � � g, ,a � �� ...,,,.�_ ��•��....,,-„""",,.Z � ,� _ � � Qu. � ��,�� � `� � ���� " �., , � „�,...._... _.�. . ..�.�. _ � . �m ..�� ^F�..�g} " � �� � �' � a'r�=��?�rv3$�° "� "-.--.,,�...'°,�- ,�� �"'°°-�:� � A C'a � £ .. � J �.. E �--�,_ r� "°� •` ., t°' � ~-�-_.._ ���. � �:x � � � �: f ���� � /F � ` =' ---�- � �.,.,� � � � ta , � ONLY StDEWr��IJC TO ="�- .- --� "� . �: �� � ` `�..., F �� C�l BE CONSTRUCTED wAK Hi� ME DOw - -�......�� ,�"�� �`� �° � � �, �`- �'-�.� �� . . �_ ` � � *,,^� `,`�-. ���� C7 yo LEGEND BERM ON EXIST/NG HOM WNERS ASSO Y � � �' �... �,,. .-=� ' � r� � r m � � � � � � .�� ,....-�. -.�...._ °� F �� � °'� e,�„ ^�-�__,_,. _.--.^�„ ,/� ` � ,� -�-�, � \ �,..�. �.�.....a. �� N �y -- — — — — - UMiTS OF DISTURBANCE � C� � AGING � � �,.` � � � �.-��'-----�, 3� ,.-� o CONSTRUCTION UMIT C F —�� ---�-- ._ ILABELED ON PLANS) ocxP�tE�t �tEA .-�--�r� � � ��s� �.. -`�. � � � � � � � � �.--�� � � � � -`° � `� � � �' — ._.�.� �°°� §�..- �., . b INST CIAL � "�� �~-M� �2 � S/L � NC ` NG �� � � � �-,$ ",�r,� �°'� � TEMPORARY DNERSION TD—i•-- TD � CONT�� EN ED��P� '``- �` -�. � �..-... : p� � � E �::��� � -�-- °�i�� �`�. ��,� �� � 5KlMMER BASIN � Ea.s.s�ENr' � � � WlTH BAFFLES DITCH ��:.� .�,. .��.�.���...�..�..... ��,� .w � � � � , , �� � � ��,�- � � � � � ���..�w� �� �� � � t � �� � a�� � � � � `��� ��w,.�� =1 ����� � '' ROCK 1NLET SEDiMENT � �.�.. .m..,�r�POR� coNSrRUCrivN � �` coNr c � J � � � � � � `� �N�. � � ��„����� � .�? ❑ .�.,.� � � � � �-�: ����� � �,� ENiRANGE/ CONCRETE � � TRAP,TYPE C � ..._ `�� � ���:4i������a �� � � �-� .������ � � � �� � TEMPORARY SILT FENCE � N/F � � � � `� �� .� � � � TRUCK CLEANIXIT � ��E� `�/� �'. � � � � � � � � UM/TS Of . � � � � � � ���IR�1'�1�°�C� SH�RR� ��''P���CK � � °�'`°°�� � DlSTURBANCE � � � � TEMPORARY ROCK SILT TEMPORARY ROCK SlLT �_�� ��� �SHANNON L. PLYMOUT�1 � N/F �. � �HECK,TYPE A WITH PAM � CHECK.TYPE A � � � � � �OHN T. & SHARON � o JI D��°�II�AT -!. � �� M. BEADNELL. �y = �� BAGHDADI�;� � � � 0 11tPDES GE11t'ERAL STORMWATE�t PERMIT � � � � p.�„ �� SOIL STABILIZATI011� T�'ME�RAMES � �� � � � N�F � � � � � �����������, � ��:�,,���,�.o���� ° SPECIAL SEDIMENT CONTR4L TEMPORARY ROCK SILT ) .�°� ���� �� �� �� °�°. ,�� ��w°� �' � FENCE � CHECK TYPE B ��� �° a � SA�"a� Y �.���� �� � ����' �`�'��� �°,°��, � � �y . �„� ��„„.. ��w �.:.[C' �< b S/TE DESCR/PT/ON STABIUZATlON T/ME. T/MEFRA�/E EXCEPT/ONS N/F � �� ���� � .�� $ TEMPORARY GRAVEL ROCK PIPE INLET SEDIMENT aMES E.PET �������°� � �`�_�`"� ' �, TRAP,TYPE A �� ..w�,� �����:��°���� � �M�� � CONSTRUCTION ENTRANCE PERIMETER DIKES, SWA�ES, DITCHES AND SLOPES 7 DAYS NONE ��,�..�.•-��'" �, � � � .,�.,. � �. � ¢j HPGH QUALITY WATER tHQW) ZONES 7 DAYS NONE �° � IMPERV/�US DiKE TREE PROTECT/ON r�sE EROSrox axn sEVr�rr�xT cox�xoL Pr.�xs co�rLy � TPF SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1 14 DAYS ARE ALLOWED. wl�x � nECVr�t�ro�rs sET FoRZ� BY � THIS SHEET REPRESfNTS THE CI.EARI AND SLOPES 3al OR FLATTER 14 DAYS i DAYS FOR SLOPES GREATER THAN 50'IN 11tCG0100D0 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3,aou GRUBBING PHASE OF THE PROJECT. SEE SHEET DO NOT CUT TI3EE Q WATTLE � LENGTH. 1SSUED BY THE 11tORTH CAROLINA DEPARTMEIIIT OF ENVIRONMENT AND ALL OTHER AREAS WOTH SLQPES FLATTER TNAN 4el 14 DAYS NONE. EXCEPT FOR PERIMETERS AND HQW ZONES. N.4TURAL RESOURCBS DIVISIU11i OF WATER QUALITY.' � EC-8 FOR THE CONSTRUCTI4N PHASE. PREPARED iN THE OFFICE OF: ����+��t��►►��i� PRO�ECT: ,����.�� CA Q p�% ��i ,,,........ .�'�`�°,'oF�s s �o • :yq'•� . �.f) REV. No.: REVISION: DATEs DRAWN BY: CHECKED BY� � N� ���ENSE #F_o, 02 E R 0 S I 0 N C 0 N T R 0 L = ;• �� $�� 9� �; w 2'Q o 4.a M I T C H E L L M I L L R OA D. W I D E N I N G Q P.O. BOX 330B8 � ; � � RALEIGH, NORTH GAROUNA 2763B P LAN S H E E T = ° 3 3, 6' = This document, together with the concepts and designs presented here(n. as on instrument of service. is :� :� : PHONE: (919) 677-2000 � '. �` � �• � \ intended only for the specific purpose and client far which it was prepared. Reuse of and improper '���� ��.,NG (�jti�;.;� ,��� � reliance on this document without written authorizatio i and adoption by Kimley-Horn and Associates, Inc. C�2o14 �i G�� JOB NUMBER: SHEET NUMBER: ` Coply rght �Ktmley-Horn tQnd Assoc at srnlnc.,d20 14octates. nc. ,���iuuiii,� ��, 0 I I Q6305� EC- I C 0 � � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. � � � CITY OF RALEIGH �. M � � All Construction must be in accordance with all Local, State, and Federal Rules and Regufations. �' � �����.��.� N�F N/F A TRANSPORTATION SERVICES � � � � ELBERT P. & GERAI.DINE 5. wiLSQN THOMAS & KEITH HARRISON. � � � M REBECCA wOLFE � z � � � �i � N/F � � � PUBLIC UTILITIES � � 4� JUL AN M�CKELLAR �� N/F .�,��n.�� + � STORMWATER � �� N � � NED R. & MAXINE P. JOHNSON � � s€ g � PLANNING � � N � � �� � �'� � FIRE �� �: �;, �� � � � � �``�� �� �� � URBAN FORESTRY � � � � ?` � �� �, � � �; � � � E. �� �� � � ���xi�� .a.�. �K�a ���.���n�� N/F � ` TEMPORAR?' S�'DIMENT BASIN 2 �" '�'x F°. �`° � 32' X 9� ITOP �OF BERMl � N/F waKE HiCH MEaDOwS � � UAIITS OF .„�x��Y��� G7"�:� �= I0� � WAKE HIGH MEADOWS HOMEOwNERS ASSOC � D/STURBANCE WEIR ELEV = 248.5� � � HOMEOwNERS ASSOC � BOTTOM ELEV = 245.0' VOLUME REIXIIRED = l 5 CF �• �°�""°�"'��'���'�,�.�N�����.���� VOLl1ME PROV/DED � �20 C � '"�°��"µ„ ���"�E INSTALL TEMPORARY 15 � � INSTALL 3 BAFFLES � 23' SP /NG %�V7' p� SED E�SB�IN PJPE EXTENS/ON Wl1'H v � � ; INSTALL TEM RARY � ���E4.,�,,, SK/MMEl4 SIZE _�' ,, CONSTRUCT/ON ENTRANCE � � OR/F/CE = IA' /NST��EMPORARY INSTALL TEMPORARY CHECK ; � S/LT FENCE NG �� SEE DETA/L SHEET EC l7 � aR �� ��� �,���N�..n�� �,�,,�,�,a��, BACK OF CU lMS1�ALL TEMPOfiARY S/LT F CE ALONG DAAlS AT 50' SPAClNGS AS S(ION � S1LT FENCE ALONG INSTALL RaCK PIPE EASEMENT lTYPJ � AS 0/T'CH /S EXCAVATED lTYP) ( � � E EMENT lTYPi INLET SEDJMENT CJ t,' � � � � ������� � TRAP.TYPE A ITYPI � �.1 � � ��� � � � � ���, � � �� �� � � � °� � � ;� � .. �, � � � � ,�. � � � �� � �-�- � � �^� ,�� � �� _ �, �,..�. � � `�,, � l � :��:�,.. � ��.� �� �-�m,�..,� �" ��� �° ��� �..w.... -�---.�..., � � � ��",� �`�----- � � �'-- --_._. � (f� �.'�t.i�" �� � o a� � � �� � ��= `" �'�� / �� `--_.__ �LL� ; � j °�� „, �.° � �" "` �'�.� f � � � _....�.,__ ��4 � � � � 1� . (I��k��. �"�; ��� �� ' "� � � � o�", � � � �`"'" �� � � � � ,�'� J L,...✓ � ww � ' �t- . ,r ��.�q � `� � � r,.-" ���.�, /� � ° �� ��� �.� ��..., . � � / �': ������., !� � ���� ,,✓ .-.�— �` j ~-�. � ��e �.�5 ` �i�� � ti""'�,,� ��, � , «,��'�� � � � B ..�.5 �:€� ./ "w""__.� �,�k. 1�� �"'---.. �'`'--,,, 'tt -•-^.'"" » , .n / �� """~�, �� „ # �''�t'�'-� � ,r �� w . �. x .'�'� Y � � "�'� _�� ,� � .p � ' . "L�"`�� � � m� r � -� ,.. '°^-.�.,, Q � � / � �,...,,.i. - �r . u�,�sc��s �+ '" �. � � �{�. . . ..�----"' / f �sa»u^ § �3 """��:w. �... .. �: ^, �� z �-' �`e" 'o t� �"i � . �J J i/�� . . �_., ��. - t � amxx., .u�.. � ": ..k.. � .:. � ,.�.�.� �" � a� / �. . . ,,,,. ����� 7 �. .. � ' p.. / m .._�. ..� g �' � /'� / � a s. , � ' ��^ �. rn � i ..x �. . � f j � � �g. � tr . .m:m:np�,� m+',urn�.twmeesas� .. .,.-�.'.�. ���� 9 � � � ��-„_ "��"' '" . . �d.. . ��� ft � � �� � � �� ' . �4"'✓�°m. � • •+•,�,. � } �,' "^^.-.,.� ---"'-.._ � • _ ^ �� �.�'" / °�, ,d � . � �'�t.�� �.v.�u� m:ae. xss�a ... � � �:..�.z. rnr�wro:ex:�ss�e:�rosn�..^war;sa � .a�r�e�..=.,s�s.a.^c,..�x:;�..� .�s.�;ase;a �;.�axr,r:a� .z_ ;,�...., , . �� „J„ / � � �� �L�`�z �'rv r�.�am: .. ..v�� . �n ac n �: r� . � . � � � d�' ..., n d u. , n �». � � 9 x`" � � s F a"" "' .� � , n m W w ,. �. ... .� � � � N�,. � �:�:� ���.��°..�� ����4 �"° , " �. �� ,�.�.���� .�� ` o i ,/ � � �� � ...�'"'� _..�-w- —�'°� � �„�_._�.�... .M. _....�..�_� _�.,__,_ .,� _.,.� � . w �,�:. �.N �. � � �,_ �� .��.�.�. .. . <,�h`�-�:� . � - �.w ,. ,.,� .-� _ .,� ���.,�.r�,���a ry� ��. rak�����x�w�� .� . � �, :� � .�.. � � ���'*•,, .. � � �,�� � �� ��€��� --�` � ���� � � y,,✓' ,,-''"�� /� 5r� � ,„�., �,�,.� ,� �..�,w � � � .�.,.� � � � � -----.�.,. `" ��.�, � -..,.�,� � �� � � �"`:� F � � 2 ,� � l� °���� ' W�`� � �� � � �� h '_�__..� � � ,� .-..." �`�- � - .� `�°.. `�, %��° � i��� � �" "� �ax .x� w..� -�... ..�-�- �,,.t �"' �,�,, °�' � �,/ � � � � � �, � n�;,.��„�'� ''`�.,, � LU � `S�? -�.....-...."'"`��-�, --_-�_ _.�....�. �_.,--..-�-• � --�-�---�"" ���""`�°���— � � .m''/ -�--_"' ° ra� ��"�,' "� . � � °�,� � � �-w,_..�_ � __.-~�'- --- ----�______-�_,� � _- ---�--- ..._�.--� .."� .__,__ � .�...__... � � ��,�°� ""� � _-���- �� �� °'°"��� r,.-�=_- `~�""_ � � 0 �� �� �e ��� � �� "°���-- - �ti„ � �,����� ��"" �„ � ��� � ���:�. - ��.� �„ ..-,�.. ..��... (� `�°.°°-� �� ' �.. � z �" � � b`�-:�: � �..�.,.�.�5�"��°° .�....�-- ""..,..o..,� o��" ..w-�-m_ ,� , , � �`�'� � � - � � . �� ���o �� � � ;�, � ' M°� `�.,:�- �" ' � .�.�. .��. � � ��. .�.....- . �.�.. �,, .��,�_�. ,�. _ .._. � � :� �.,�..�� ., � ��'��`4 �.�,v��. � - & � �,..,����� ��.�"���` ,, �°� ���� °����,� .�, ..�„ � �. � _..,.. ;. '_---- �,� ��� � � -�;W � � � _�... � � .,� , , µ...W. .�.� �- ,� � o � �� _..,..� � � ,� ... �,�� �.�,.� .�, _ ,�. � ..�, � �, � �`-�-_ w���� ,,.. . -,.,.�.v.... ��._a:,,_.,� _.....� e. � '."� «.�..,,,.,, `"�°�.�,,..�""._..".".�,,.., �� � > � � 'G:" .3 "..-.;:>� .,�. .�, , .,. ., � " � � � �' �..°..^,�„�. .�.. �--...�.,,., ; ., � � � � � � � ������, , � ��`."_'" ' ���� ���'E�� ,._,�,.�,»�, . . � � � ��._ �.�,..�.�.a__�m..� ,n.,�::�...,,....�._.,.�,..�v.,...r.,_���,..,.��...w ..�..�...��_�...._�_.._...... , ,�...,.�.. ..,,.�...,...ri,...�. ,..,...,.��..� .,� �..��._ ..,..,M�,.�M,,.M.,�. ,. � � �"�-. . . _, ....�, », -`°-_'--�..�.,, _..W..._,_ ,_ �.�,� _ .,� �w,�-..� �� _: o , Y � �_� ,�� ����y �a� � � �„ � ' � � ,, � � �r � .,a . ; �,�, °'�� .,�.�,. ..� , „� -------- ,m ._.---°_. � � � � , `� �� = ,��A��� �� �� ��-- e�.,,,,��,��� . -`-X`- �.,_._..... �-•""" �.,V. _---�-' S �--�� �.,...-�•��� y.` ( ° �°�a � �. `� J / / � � � ` ��� .'it � �t� �,r' G, �� S 4 � f � � � � `�' � � �� ,� °�.,, �,,� �~�.,, �i � � � / '° �� \ � ��, .sy� �� : � � � � � -�.�.. .�. .� .�._ _�.� .�. �. �...m _� .. .� �. � ,w.. E ( � r^w ° �` � '"��.°��&.. Em ` � t���� � f ...o..., ......... ........ .�..._. ,_....» � .«�...�. �.. .�.... ._..,,.. ..__.... �..' .— v. . . «E,o v _,..,. .,�. . . r.�., ., - ..,�� "�" , �% � � e,,,,„, »,.' g � . . «,,.,..»... _..�.... _...�.,», „m...7�.. ..,_.,N<N ..,.,.� ...,«. ......�.. «,..� ..,,..._ ...,.. °' . }�_ . . s... - ....� J „nw„„ . t t ,.,...,. .«.�». ,�..«... ..�.... . �» : , w. . _..,.. ....w, � «.....« �a � . �....�,. »a.r» -.�,..��.�,.�,ro. �..�W.� � .,,.. ,..,.,,, .,�,.. "`°�_.,a.t���.��`� ""'"`.a,� � � ���.? ,���:� • ":n'".a3n�;�#� �r � ,�,,., .e,,.....�. ._._..... ��^^M�.'.''�3n�«7r ..�.a-,,. -•"'r"�._-°°° �� .�.n^�x� a."^'°�".�,,...'�,.^-�--�.,. ��� """'..--.,--..-... �`'�-... .�..,�..""" '^^...-,._... '�.,.^''"°"°'°^'�Jd- �r �« .... �w .m... �...�.- w....� ,�.�„m _. . ��.. , .,,,..„. ���== =�. . °'�' �P "" . ,�„.,.„".�"'..�.�,_'^^°_ -� :«.�...... .,«..,_ � � .. � . ' ,.,.:,... �� � � .�. m,,....., .....�..._ . '--.,�� ° �*�� � ���, ..,�x� �� „�.„ .._-..-..- �,.�,_--- .,._....--, d.�.,-�,-_.�...w. ------ °---___ p'�^-� � � ------�.. � . r, �m., , , _.---° __..-- : M .. ,�'.'"" _ _ _ � ���. -� -,�„_� , .::=.x s,� "wt„w3 p ..r .. , F . .. . ..'�e. , .. . .. ., . . . ""' ..~.�-�m-,.,,.,�. ..,..�.� .�.�M,._..�w,,::� .:.:�... ""'--..�..... . ~`�-,-__ � #w � , . ..,. .....«. r�,"".^ »».... � ��._w�� .. '""�^..-� ,.� ,x� ,. .�. _ a.� ��� ;_.-,-- , �fi � � � � , � �: �� �. ..,_�, .m�,�. .._., m....:..a.. ,,.....,...� u_....,_..�„r ._.,..___,�° � � .�, �,.,� .�,.,,w��. _ -�:.�� ,,,,.„;':.^�-.,w �. �...x. s � . �/ _���".� a `� ,� ,�� � � ,,,° ,� � ,,�,�.�.,�"`�� .�... , . �-�-�",,,,._.w..�.�.... s...�^...._�_.--�--�" M � ...---,..... °�-° �: �` � -°w°°M.. �.' ..-�""` ..w.�..��#S,..W.�---- _---.°°� _"_`.. �p �� f .,, --����.x.� _„_-- �__.._ � � � , . � � •.....,,,,.�� - � ... � � ---- � . � . . � .��- � _ � ^ - � � � . �. � � .. .�e:.�� ����; �-�-�-- �.--- .�.--- � .�- ._ ___�-- __---- € _ .� � � , ..;� �: �;��� � , ' ...--�� \ �.i,,i ���� � � ��� �. , r m��� / .---,,.'` ._--�' -. °_°.�"° . -- �.""__'_�_.- -- °` �-- """�....�-°'ca'� ._.---•- -"`" --- --'-° -- �-�--�" ���� � �� � �'� ���� ��; 1� ...�---�" � �M . � � ��� � � �°_.... � � � - � � . � ..� � `� � ., ,� .�.... �� m � �� � �� . . . 4 � � �.���"� � �� q � �— � �.,� � ..�-a� �`� _.._-- �,.:�.-u � � �. �. � �... .,_---- � � .�A q,, ... � , ..�.� ..._....-- .�-- �J . s � a,� ^r� �Q�. �n e�y,�:.� �,�"� .r;„,,.. �,�`�'" �+-� '�;a�. ��y,�^�'°+.e- , ,�.. ,,.; � g �,, , �m,�.�..,�W. � ...-^^"" �•-�,^," .. «-.w.,,_,.,� �-�---^-""' . a' s . m �, p �� .� ryg � , h �.�.r„ n . ,� K`. L...w�-�. � x s.a� �x,���,„ ��,:.,...w.�.,�,..,,.. ..,,�.,.,.....,....,..»..,��,�.... _........--•-^ --w-...,.._ B �.,.-----"' . . BtkL�w�4; tm��� ""- . _ Ct� e � � � a . . � a �, e� � .. ,,,_,.,�. . .�. a,.» �� .�" -.��,-,--.. �.,.-.��.•"' v ., { ,., a`° � ia. �,.. r-��r,�, ,, '�:...�,�� �-�, ..� �,�..,... ... � , ' . x .� %�,�.. '• .c:�,. .. �,. � w��.; ..._--�-'-;,. .-�-"'^-. .._.°^ .,,,. ,m,,� . -�...�. �'""` .� • .. �� �^' . � ° � �� � nd� ��° ° ,� n..�.�w° -, s � �3 .fi �.. e.. � ! �,, a k � "'.� �� " . � � � A a� i��` ° i _ , w 9 .� , ` , k,, p-.--'"'. ;p�-� � � , e,� y .� �g �. a . m , s . �:�i 3. f�.. �. � u��� ..v ..:.,�.,..,...,.�....e-M»-.,. . . -^'""s !"' a � ro �n.'". .. `X^ �" .h i , �' s . 'i : "t � �,.�?a,.�n , 4 4 'r � o � �. ;-� £��� �"' .-q"�.�.-�---^' ...,� ,� � .o° �-»�"" ..----^" ..,.,,n,M.. :�.. .,�A. ..�.�.w..�.,, a°"�"^+ ^9 ,r '§' e.:.,�.a e,�;,., .�,� '2.�,»� �.e „i . �w�+w ��� 9`� n �'. 3 k -��r°^-' � .�,, .A < . .�.......�.�. .,�.�.,. ,.w... �r �.+ ,;^ e � �.._�. �u�° ��� s �� y p—��- � k ,, �....�- .�� �,�,,..�.. . ...�.. ..�.`"-�--�� ,�;° s y x�;:�z���q, � �.� : � „ „ e ,.r , �!9 �MM, - s �, qp pa .� . . � r° q � . Wy ey # �} $ � " � � � F4 � � ,.3 � . 6-5. F . � � �d:n. j� i'. •....�..-"' � S � ry .. «"..�""^ � ��.....�.�.- �^` ./' � � � �� �"� '4 .Z 'a�"a � @s � � % �^:� � �u �5 'p� �� y.,. �� q� F �w J ,�.v� '�� p nn�� `ia �..e�.� �p P k i .% � x �� � � a" ,/'� .,,,. � �,,.� ' � p� � � � . a . � ., . . .�"" ��v � . � �».«�-� �""""" �,,,�• ''� � � �. _5�"$ � � � •. ? �d� `�` . �� � � � .k",� � �,��.� i �� 4,.A ,..":.�d . .�,�� ,��..� t��„� � p � �„ � � � - .-.°^`-... ,!.-•'"'".� � � �m�,:� «^ ���:� �.,,...J_ # ar � a� � . m � � � � � �� . �+y �.0 � ..��... �s � �_,....-`'' 3 � � � �"���f,�' ' -..�.-�,��' ...,,",`,• 25t7~".�""°" ...---°�° „-•`''�^,,,..-'' '"�T � �f / .-`"`�� � �:�.,�:„.�.� �"�� � �`' 245�-.� ---____" "",,,_,~--,• __`."`"" ,��.�,- �-�,.,�5„�."""`� � �__„_" ~...•..-._ �� �...�. �'°.�`..," �`�. � � ����-""" � �° � � r a � P y ^���».--^-- `°`.`�. -.--`^- �� -- —°" %°��` � � � N F ! �`� ._.--- °— -- ' � -�°` �.- .�. -'----" "--- � -'-^�..`"° -^-^---,.�°°�' .�--..� °-`-�-.... �-�-`_-. .�-'� -"'-�-_. ___^__^' ° - -�-.�.. _"_^___ C~"►�' 3, � I y . . . . . s�� � � �` `-� � v � . e �� : � ; � � �� � � ��� � . ��. �,,,.-.m�... ��� ._---_,,.. ; �- . . �.,�,�.`" �,.�.— ----- '.'�i° � USE OS INC � ,"� � ° � �3/�Y��/ � �'��° �� ---- ---�.... �---•�..,...� � '��^�-w.�..� � � '�` ---- ___^_ � � ..� —.. /� . .--- --.. � ,. �, " ~ --...v-._,_ � ,. .�..; _ . { ! � �+ .�-....�.._.. .�...,., �� .ro,b �a„�» �.�.� w..,:.n�, �, � , . ., . Q '� s� . � � ���� � � � �"" �` /NS7' _�_�._ -_�-- �-�"" �c�� � ""'t ! � � HOM WN A�{�G I C f � ��; �� .,,�. � ��� �� �----�-- � -��������� � fi �_•��� � .�,�:�� �:..;. �.� � �,,._ ...�-- E � ,�,�� . u� °� T FFNCE ALON� � ,�`".---�— �-�..-- ,�2 ..,� --�" -�.,.�.--�- ,.� � . � . :�.���� �` ° .u���,�,��w�� ,,�N . f _ , � . � �� ������.� � �� � f� � � � �.�"�' "----� �-."`.~,- ��1.�`�M�AIl" tTYP) ��' �� ��5� °�.. � �-. --�'"..�- .� � :� --�'� � � � �: �.,_�.�����.a�n��. � �.n � ��.,�. �..x.e ��� ,.�� ��z� �� ,��� � ��x � � � � � � � � � ����� �� � ~�,., � �,�`° `�°~ � �;.� w� "�`�`�` m;c � _ ��� �'° � � � ��� � � � � � . .�. � � �:,1 � � V � � � ,� .� -'°� ` e , . �,� °� °� TEM Af�?' SED/MENT BASI � � �.���� ������; �-- � �``�-�. , � � ��� �� �,�.- 2��-- `""� � _.,��, ,���- �g� � ,�� 24 X tTOP (1F BERMI ����.�.a c i� C �.� ��� � � .� � � �� �x � � ���� � �` � x��,��-� ��� ������- � � WE/R NGTH = 9' �.,� �. � � � <C �R � � � �� �'�• �1������3 � .,.x � �` � ;��,�.� UMITS OF �� , �: �, ��� �� ���;; �� WE/R LEV = ' � � INSTAIl T�MPORARY CHECK � �� N �°°` � , -''� � .�"" � ����.ym,DlSTURBANCE �' � ��� N/F ��� �€ a. � � � BOT!' ELEV = 241:fT' �����:�.,�:�� � -�`��,4�f AT �0' SPACINGS AS St)ON � � -�...��,�.���, �� . ., � 2�� � � � SHAUNTE & COLIN ADAMS ��� � u� �,�p VOLUM REQ�! ED - I� C � � � � AS �ll'CH � 1S ��G�,AK�'�� �7YP, � � � � ����� � �t� ��� �'�� �r���'�°°°� VOLUM� a � ED = 8,7 F � � x.,.,.��:�.��� ,� � � � J�`° �� ~`"� �, � � �� ��f ° ,� �� � �� �;�,�r����� � � NSTAL�L BAFFLES � 3 S 1N� 6 � � � � �,� � °.�..' / � � ..--° �} �� ;� �� ��a � ,���' � K/MM R SIZE = 3" � � � � � � � �,� � �. � • '� ?� � � � � � ��. � � � N� ��� �, � �� �•� R/F/C /A" � � � � � � � '� '� �� � � . �� : F .✓'' �"�' � EE �ET�4IL SHFET EC N/ � = �'°� �� � � �� �, �'�a� �� � ������ N/F � «� ��.���.��,�� u.z._ � � � ; c_�„��.�,�, �� � � � E�& GINA � L. � � � ��� w ' .���°'��`� � . .�..°°°.��,� _�� �m � � � � RONALD W. & � MAURiCE ��o�� c � N/F � ��� ,����� � � � ODUDU E. UDOH � PAMELA 1. RAPP OWAN L. BEAUCHEMI� ���`" ►����: WILCOX �����, z'� ° LEGEND ccH�ran,o K��FUS S & PAULETTE V �,� ,_„,��� � '�� ,�.:.,�� N/F KRISTINE SASAK � � � � � �� � � � `�� BECOAT �� � ���`�'° �'� % � �;� �`����UNTAIN � � � � 4 � � � � z — — — � ._ . � � �,,,,.,� .� , � � � � '� � �`" � � r CHERYLE L JONES � t� ..,.� .�..��..,�..�,�...��.. _...�...�._.�.._�..,..�.� ...��.�..�....__...��.�..�..._�_�..�..._...�...: .._�.. ._�_..,._�.. .�_ . � � � CONSTRUCTl0�1 UMiZ" � F � UMITS 0� DISTtJRBANCE —�— — - � � �� � � � �� � �� � � �.....�.�,.�.....�....��.�..�....��.�� ,��..,�.�,.,.�.�.�._d..�..�.. �. �.� _„ (LABEL.ED ON PLANSI ��� � � �, �� �n,�n °�"° ��� �-~ REMOVE SED/MENT BASIN � � N/F �� � Y ��„�°° '���=�2����� �H��iSE�TI �.Et�t),..0�......�.�_. �...._....�... �... � � �...,�.��,.�� ,µ�....�. ��.�.�.��m �...,� �..,� .�,o�_� �.,w�.�.. .�_.� ..��ww .�,.�. ,�..� w���. ;� �.....: �.� � .� � " �' t Z, THOMAS KELLY & "� TEMPORARY DIVERSION TD—�— TD �� � �5 ����`� � � � r�������� � ���-��..���� � SKIMMER BASIN � MARY� BETH GREE � � � ���-�� d � � � WrT"H BAFFLES DiTCH � ,� � � ��,�" � �°�„�"% ,�,���r.��.�w.,ti �,�..�.h.. ...:�.....��„��...R��a..�.�mw� �_��.... ......�,.�...�_�_��.� �..��,�. �,��.��...�.....:� ...�..W...� �.:.�. . ..�.��.�n .�.�A �. . �...�.. .,,�,.�„ � ��.� �,�. � �� � ��� ��� .� � � � .�.�.��a �.���� �„�..� _ � m��� ��� � ��� ��� �� ��s � ROCK /NLFT SEDIMENT � �� �"" ��� ��� z�/� ��� � �������$ � �, .� �,�,.���" �,.�w,.. � a� �� � TEMPORARY SILT FENCE TRAP,TYPE C � ��° �,�� ����� ��8 � �����.,�„�.� x� �, �-��- ���� � � � „���� .���"� �� ` ��������������g o TEMPORARY ROCK SiLT TEMPORARY ROCK SILT � � � �'� ,�� ,� �""�� � ��e'� M CHECK,TYPE A WITH PAM � CHECK TYPE A � �.�. �� ��"` �������� ��'.�"�� �W�'.��°° � �`� o . � �,� �,�� ra.,� ���„`` � �,;v.�.� ° � � �,�� ����,� ����°�"�, � ��� J�,�, ;�.� ` ��`� �= °,:��°�'� ��°��°`" ``° "�`� '�" C� � SPECIAL SEDIMENT CONTROL TE'MPORARY ROCK SILT �► � � �. �° �.���,,; ', � -���::��� ' FENCE � CHECK, TYPE B y� �� �`" � � �������� � ,� ��� ���=���.�� ��,.�°� � � °" €���������� � � g TEMP�RARY GRAVEL RDCK PIPE INLET SEDIMENT ��'������--�° "� ,,,�` �� `� � CONSTRUCTION ENTRANCE TRAP, TYPE A °'" ��":,�'' � � o �� � � � ,� �`' � Y IMPERV/DUS D/KE ■�.�� TREE PROTECTION TPF ��� � "�� ����w������ ����.��° � � D� N4T CUT TREE O WATTLE � � � � �`� � � ��� ������ � � � � PREPARED IN THE OFFICE OF: ' EROSION CONTR�L lf� REV. No.s REVISIONa DATEs DRAWN BY: CHECKED BYs MC LICENSE #F-0102 O P.O. BOX 33068 This document, together wlth the concepts and designs presented hereTn. as an instrument of service, is RALEIGH, NoRTH GAROLINA 27636 P LAN S H E E T RHONE: (919) 677-2000 N intended only fior the specifiic purpose and client far which it was prepared. Reuse of and improper � reliance on this doaument without written authorization and adoption by Kimley-Horn and Assoctates, Inc, CQ2q14 � shall be without Itabflity to Kimley-Horn and Associates� . Inc: Copyright Kimley-Horn and Associates, Inc.. 2014 THIS SHEET REPRESENTS THE CLEARiNG AND GRUBBING PHASE OF THE PROJECT. SEE SHEET EC-9 FOR THE CONSTRUCT10N PHASE. PROJECT. : : Z.a o 4.o MITCHELL MILL R4AD WIDENING � . _ . : ► JOB NUMBER: SHEET NUMBER: 0 I 1063059 EC�-2 0 � ��� � �� ��,� �� ���� � ALL CONSTRUCTION TO BE W ACCORDANCE WITH AL� CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. CITY OF RALEIGH All Construction must be in accordance with alfi Local, f � State, and Federal Rules and Regulations. � TRANSPORTATION SERVICES d �,%�_�, ,��,,,, ,. .T:��.��...��...�..�n�.� �,�,� �.��. .���.�::..� ����:�,����,:�.,,�����:v�� z��.ne�.�� .�mn.,���� Q � � � Z PUBLIC UTILITIES � ,t � � � � �"�`°°"°�`�"�""'�'�"�� STORMWATER N/F � � " � � � � � ��� � PLANNING waKE NiGN MEaDQwS � � � � � � HOMEOWNERS ASSOC � � ���°���' Y ��� � � � ' i � .��,�.�.,s�:� � �� � � FIRE � � � �� � � � � � � � ���� � � � � URBAN FORESTRY H � � � G�'� � �:�.���-x� � �j �'^ � � � � � .�..��.��� ����,�.��,.,��.� ��„�,�, Q����,� � Vbc � �����:�, �, � M H� � �' '"`°�, � � � �,.,��,,� w ��..�.�..w....�,....�..�, . � �. � �,��,�.�.�..,�... .....�.,.� �vn.,�., ��.�..���, ,,�.ix.�.x_ .�,.�.�...���.� �..,��.e..� � � � � � N/F � � � � � � INSTALL TEMPORARY CHECK INSTALL TEMPORA�7Y � � � � � � BUTTONS & BOwS� PRESCHOOL � � �� � N/F DAM AT 50' SPAC/NGS AS SIX1N S/LT FENCE ALON6 � � JOSE �LOVERIO &�` '� �CH /S EXCAVATED (TYPI EASEMENT fTYPI � � � � � �� � VICTORIA MENDOZA ""� ��'"`°� � � �..,..w� �� ���� ..� ��..�.�... rv.�,,.��.�.. .�..��� _.�..._._..�.,�.�,. � ��,���� � � � � �� HARLOTTE �P �� N%F NiF N�F wAKE HiCH MEADOwS � SUSAN W. CRl1MPLER LISA R. NOLEN m CHARLES YVE T TE � ���� ' � � PARKER � HOMEOwNERS ASSOC � `�, � MARSHAL� �..�..,�.�����..� ^��„,� N��� �..��..���� �, � ^ �`"'� „�,.,�,�,��.�,�,��,..� SH , RON G. MARTit� �IAYER � � �° INSTALL EMPORARY ���'��� `�. �-��'�° ���;�� � �°"���� ,� �. SlLT FEV�CE ALANG UM/TS OF �MORAL I V IV/F LLC ,� ��,� .� � � �KK��..��`��€������ � � � ����� � � � �� �������: �� ��- � � �` �-`����� J EASEME (TYPI DISTURBANCE �.� � �" � � � � ° � � - � � � �� ��` �� lm.�� �" � ���" � � � �� �° � �°������' � g ?� �g,��^' � � � - . � . , � �� �f 4 � � � �+.A t d �^���3#%$»".�� E p�,,� '.L�� �� . �MM.'*a�x.n-a�� * � ,azn.vttv vmm�'m' ' .masrv ) � ' ' . �� � ' ' � � � '�a � ({ ��� „ ' S� s 6' �,°�' � # - .�IS ����.?+„'".�wP'����� - �*' o�� «��,,,,�„a, g ." \ lA �h � ,..,..,�.�,� �. w � 3 j � . . ' . � t � �,` �n . . . . t �»�� � �� � � � ; �.�-� -� �� ��'..~.••b ��a�� �a �. ..�,,�,_ '" � �% F � �,�' ��. �� � �x � � �" � ��. � � '°".'i � - i .,,_'""' .,�.�µ1 "��... � �„,,--,... � f � �� � � �.�°a �� �. �� . � `�. �a� � � � � � � � � �"�� � � � g °� ��� �°�� A� ��: ,"/ .� �..�.. � -- .�--� -�'°��� � j ��� s � � �(¢p�� �. ��° �� �+ � ,�, � /I 7( Q °y� Q §,p U� � � p �� i . . �� � . � �g � � '�8 � ` � �j. 3 � 9 p` "��,$', �' �� �^ �.^""�''��. "�y _ �'. � � � � � �wi' :��a � . F M+�£+X"�„�. ^ �"W 3 a.��i'31 � . ���. 'sH'A„ny � �4"". k � � � � '" p ss�� v.u�^'� � � � � � �°" y*� p V ..,W { ��...P. � bv�'. g ry V a , �� �� ,�" w �;� x � x � ��;���� � � � � � , � �`�� � � : x . ,�� �• �,� ,�°�° � � r �r'' � � . � , r �� ( � � y 4 f � �'�r�,§:��A,�„ , . � . "" ` �„�� �" . �o- ,sc:�s.. .;�5�,��.... a��x�MS"mnnar�� ° ' � . . d^'��� � "" y�y�� x�p �,"� . j � �� wa�� "�'�� Mw�����, .y;4. ,�S . ;,r,�,.��ia.#, v '� .�aG;�.�m w�e� �h� .•„,„�.�«+,� ,-. ._:_;,�. iPSe.�:.;;;.,�,.°b �.�.,,�,�,...,,....a,� `^�,^`^"`" "^� *, �-�«.�;..... � .,A s•� "�n. ����` 5. a"°� 8 � '���4 � ��'^7�°M." '" "'_�..,._n•� � � . � t . . ..,�'°� 1_°a� 's�' <�g� � - . 5 .,4'�����'`�' .�,..�--.,, ��...-. ..d^..�"�` ..-": ,.�:w �.�,�"`.,_,,,." - � ��^� � <�m�� *�" . ^�' �L7 � °�„ � . _ _ JJ ,. t g �c� � , � � s..= . . �..:?'�,��^� " ,.�„&»� �+;"��r�.,c„y 3. �" - ¢ � .... .� .. .�,... ,�� ..,�.. ..«...�, .,,a;„�."w�„M.�� W,..» ,� ,. �il���� �„+�„�.,„„�„�,,,"^-w�,� � ....» � � : �� . �. ' . . � ( b �«.�,. �... ,n <., „-a . � � �''°�:.. .� _ _ '�' �e'' ,�. �.'m'° 6cxt�,.�.. x � � / :� � � ��€�� =.,�x~' �,..'� � � � .n,�. �• k��. / ( � "� ,r � � ���,�„�� �� -�'".�� ...,. -:'�:...."���.�.--�' °w�a. ''� -'`�'�� �„„�„�- �� � � � ���� �� '�' � .;��. � � � �f / �V / ` �� �:�� ,..� ���.,�°"s� ,,,...•,....�^' � � �� . .� �..'�. +: �'�:ar,,r „�e-..-°2�u i ".,�. // F �"' ,.?�� p�y F ) . f . � '� ""�r» � . . $� � �a ) ! , � � . � '� �w�, �'� � �..� t"'�^""",-�. .,,,� �� � � � .�� ��� .M . � �.7ww "'ti�"4 � �k��'"�-� "' . � ��� � � �[ / . r- �..��,�„�„�,�� s�.. ^�.�ac-= .;�� ��^�' }�, � �`-' , " � � �� , . �.. < � y b w��`�a . �w� a� �„ .�`� I '� „„� ", � � N "w"„,- . „''•••.•.. •�,�� a�.� � .""•".m ,v� 's�.'� , _ �, ,, � P �� X„ ":�*'v",� r : . , �� .�. , «..o -�-�„ � � ' :._�.� �,, � , .�,,,,�, � g� ., ""'°`*.-... ""^..,,.,, "'"� �°". vv�,, ""�� ?��� �b � „�r_„•.� �7J� �,, � , II� y �""°--...' .a-�. �' _ `=a . �T' � ,�.�i..� " �„�� �_ I �" .� �,J _� '�,.`-^�. ."`""^.""' `�--'_. "'"�-..,�.. �"'",. �"`"-•, � � � � . . "�'�^""'�.� ��� �re,,, �..�,.. �,,,„, � �� ��' F � � � � � � � �.: .�" �� ; �Po (� . a � � � � � —�—_.. --_.�. � ��. t/� ��� �. � . ,�"°"�k�"� � � � -����, � �--° �.� , ��,,m .�.. ; `�`'. `�''. ``".�. `o, _ ��� ����`.�' ��� � � � " J ,� � .. �, , .��� a .� ..���� �,.���� ,.��� ��� � ---��—' � �- - ��� � µµ � `� T�►� M R�o`� � � �, ����.�. ���� ��� �- ���_ � .��� � x � .,� ~`` .. � �� tt �, �°`,� f-'' .—�-.. �� �, m.,"" —=Y .�.� �� �.,�� .�-�-- � " �� -�� 1�.�° � �`°"°� .�` � .� --�-� �" "'`"' �°�.�- � � �`°�° � . ,� . �--....�,w ` . � � .� . �.�,�. ,��,,,,,.. ,� � .. ""�,�.,�' �„�°�'�� � �, �,.�.. � � e m �,,..,.�+��� � is.� :.��� .=��� n --- �,. �.,�.- s` � � � _ �� � �„�. � � � � �` � �...,� �,� �.�.� �,.� .. �� .�..� .�-�..� _ ,�.� w �. � � �. $ �.� n�,.� „ �. ,,. � ��..� �,�..� �.. � ��.,.. � � � � `� �. .�. .. ��. � ��� ,�.,, �, �--...' <� �. � �„�,.�,�.,� � ,.��,-. � ... � -`--°--,� � � f 1� (� . �--.,._ .�, ._..--- �' .�� ----"� `' � � ��° � , °--.w %� � � � .��`��`�;,, �..,,,.�^` .-.°`�.,.,-"`- -� � .� � .� ...._�,,,� ��� ° m "s� � .�----�„�"'°._�__ _,�,_-.. ���-�° ,,.._�."" .,.��---... .,�.�, �,,,� ' ,..� --� �-�. "'�,. �� ����'' S _ / �' � ��,. �... w.�, � ..-�--""�' r-``°"" a.�«�..-^"� ..�---""' . � �� �'� �: ^ . ;>k» k....,,..`.",�,�., „� � ° ar,:��, °�, . . �'..� �:.: �,., r s P�%'"°-,,.y-'° �"",„,„„»< ���,.�� ��" .�,,..«„�°° .....�.��-' .--'-�"'" ��y _..--~"" �w,,�.""`" ....---~° _~'°"_"_ - _ .,..�"��� � ��' � ���� ,�'„,°rk._. �� ^� "'°°� ,..,-,,, .� .�------ ,�-�~"" ._.�--�--° , .._-�-�' ...�•..�'"" �..�.M �'°� � �.,.�.. �•""'.r ..�.--"` _,_.•.,.--" �°�� „ " �" „��! � '�,- � ., � Q � ,.��,'"'.�-' � . M�►.,� ��"�""`�" �.'.....,."�''' '..`e"�«�,°^' .,�.,.'""°_.,.....-- ..,--�-- �_,,.., �..,•..-- �-�"" ..--.'"' rv��. -.—,,.'.'" ,........-,- _`~--°- � , ��f��' "" ,�.M�� �.� ro � °:,��"° � M,�.,�,,,,,.� � � 7° ���,•Ea� � „.�'`" ••..`'� �'``�... ��;�„„ , �a�;�' fi4 ��� `.�"°°.,.`p,.,>....-- � ....-°"'°'_``.,..- /"�� .W-•.--"y,^�---��,,...��.---^°' ,�,-"'°° � �. �" _,_,_.--• _m......,,_ ,_.---° ..�----_ '___.- ...--".�-` ��`� f�3'�, ��'„�, ��,a��'��� �.��..,„°'"`"�x��w� .,,,. ,.� t�* � �°°°.,�°' �, � `�:=�� �° �' �"�° °�„ �., O `'-�..,, ,:�"� „� .�-"`"° p,_,..,.,-���� ._.-°^".�::-���,,..j:�-; t31� � .�,..°' � �n-�_ � / � �� "� ��,��.� -,�. ��_ �;�,�"� p.. `°��„�; ���.`. �,.` � O "}` �'- .� ,..,��� "`°" � ,�a5�°"�" ��� ,�;.-.-�,;�.,. g^� � � ,/ ��'� €� �?� � � •�..,,� �� � � ,�;,��� ,� ,,� � � � ``.�.,,, � ' ,M�„� , .� �� " ,--�'"` ....�� ...-,�" � 2� �� � � �� � �� � `" � � . .. _ ' v. � � � �„ .�.--- � ° �. ��____""�*�: �� ^� � � �� A ,�^„ � � � �� �� \ � .^�' �,.KKn� �. �i �� � � � � �s�,3 � �� . � �'"m.,.�- � �2". ^�, . .a��a� � " ��n��� a a:�. , g p � ��,r��.. �v. �� '�+�,�� ^�d�.0 �� �^ � .��t�. ' �. .M �. w N ��`��. w � � .n �, ��� ��� � � v a � ,�,� � ,. ���"�-- � � ��� � � � . � a � ��� ��� � �� �� �� ��e� � � --..., � � �� ,�� ' "' � � � � � `� � ��� :....��. ----� --�.. � � � � �° � �. '�� � � � � ��� �� `���� � �.� _�_._ i� . . �. °� .. ----. � �� �� .;� -� ..._. , � °���� - ,._._-- , ., , � ~� � ��� L.. �a� �t � --.-_. ,. �, � ""...�� � �_ � ._.. "+o ��.J"'�,,.rx ������%""� � � �� '� � � ' .. ��-" '^--.,-.,.e. � .�4Ww..�...,,..,,, � �� ......,.A..W.� ...w..._�4,,,,_-..., ....._.�.._ . , ,.:. .._.. ., h , w. ; ;9� � �� � � `�„ �m t���� � . n , .� �� , �., / � � � , b�"" �� . � rert�'"'a.. , „� ' . �.. „ . � m .. ' � �.��� , . .«�.,...�.u.° � ,"" °`"'" � � " p� ���'� � ., ,M.... v rr ,,�' �.*�a'" `� ����� �'° g�r � w i f °"� �� �" ° ^�„„ � � �, r . � r , .,.....� � .,,�� �. ' ' _ \ �'" "�, �� °•�w � j : .x1 l� ���} � 5ay''7� M7pL'S� i J'n�:�� �..,,.''•�. � j ' � a.�, t �� 5�,. � "� . ., .. � � � x w. , ��� �`� �- °� iQ' � �e a�w,�, � ,� ���° :,��.t � �. � � ''� 'wf� � � .a � � � < � -�'� zd �' �� s � . 1 � , ,,:�� �,���u�� F r'"""°'•"�°�. ,..._,.,-°^° � � -�,.. ""'w^ . . ( /i ✓ �` � ���;� ,�w � �;. � � "'�' °" ...-_..^"°�,. -..���r���^ �,"§'/ � �'^� � � � � � � � � ��� EM ,�.� , �.m °� „� � ��,e � �, � �t� ?, . �~ � '�'"�,. ^�""� � d � � � � a � �` � . . � \ � � . . � g yry,@@i � . � � ,g;y�e �,3�N z,.� V l ^a.. ,.,.«Q ?�*'���''.�¢ } r�' .�,w � ��' � ���`a � � � � � ��w^w'9.,9`Y�.s�"" �,�7a� ",� .....r"' �,�,�'� �''3 �'a -,p� � � ,�, �,�s. �g �,,� '�.'.—��,w � �'� �".::�,a. :�^"�^ �y '`� ?': a 6- 9 � � "a�' � , `2. �✓g� � - �`�.5� � � . z � � �;,.w� �'�«;� ,�� ^...v,...._,,. .�»-^^"� ,,r a . �`" ¢ �� �.,... � � & . , f �.m i . . f �,° . `�'—"-x�•" �,^" �n�„� . � q . . � �`�" �� � �"3 ,� � ��, ' 'P�: `� " � ... r,, � � � � c� � e„ � '�,��5�` g� "`�� � �» `"�" '� �. � ��" -... � � =�.� '�" $ � � � � ��. � '....�.,...,,,,���s��:,�� ��w� � � �� �� � � � � �� �„�.,.__� °-�"°` ��„� � ��� �, � � �i � � °�� ��� A � ; k � � ��+� n, , x„ �...�,�'� v , `� ��� � � €� ` � ,�� 4 � � r�� ���, � � ��° � �� �, � i � a � r°� ,� � � �.� � � � �� g ST��EM� �" INSTAtL TEMPORARY CtIECK � � �� . y � 1 � , ' ��� ��:� � -.--_" --�..- � ° � � �'�� u � �� �,� ��� �� �%�. � ENSI !T � � � � ° � �� � � �; � :°,�-:.x,,,---.:.. � �� � �i�,j � � �-- � � �� � � � G��S���� � N/F DAM AT 50' SPACINGS AS S N �� ���. .�, �� �, `�,;,, , � �y AS DITCH /S EXCAVATEO 1 � , �, �� � � r �� ,� .Z �-----� ,..���� ��„n:,���� `�� �,=�� � � �,: r�� �°�� ����°�a�.��� RD W. CARTER,� �,���, � NEUSE CROSSING � � �' ��� � 1 ���-`��� ������, ��=„�,� �,��, � � � ��� `�.-.. ��p � �� ,�� �,.�.,.�. �� � � �� ,� � Y � HOMEOWNERS ASSOC INC � '� "�.�� ��� : ��� ,�� �. �' � ��°°° � ��� � ..�� `�°� � �� �� � �� � � � "� �� � � � � � � � � �` � � � '��,� �� � � � �l Q' � � .��� ; � UMIfS F a � '� �� � � � � �� � � �� � �� � � � � � D/S"�'UR ANCE � � � �.�_ � � �.a���� � �� � � � � � � � N/F � � � � � _. � � '� �a� � �� � J . & EBORAH A. WHITLOCK r'�pi�,�::�� � � ���..�ar„� � � � � � � � � � �` ��° � � � 0 D 5 DEBORAH HURD ��� � �.. V � ,�� � � , m : � H Y a Hawwa � � �---- � ��,� � � �� : �� � �� '� �� � � �, ��`=�,�� ;� � Q. ,�"� N/F � � �, � �%;� �� �,� ��'���� � o � .�� C�EL & DENISE R It,L � ,� � � � �,,a, � /F % ��.�o�,� � � y � � .� � �y ; ��� ��° °��� K� A. NIKKI A. `°.�,�yM,,,� .....�. `"".����' LEGEND �� � o � � � � � '� � � ����'EN N ROY �..... ....� � o� ��°�� � � ;:����` ��� � � ' ��, �~ CONSTRUCTION lJMIT � — — F UMITS OF DISTURBANCE —�- - - �� : `q-, ��� ,� lN TFMPORAf?Y l8"' >�°� �"� ��� "� � � �.¢ °� (LABELED ON PLANSi � rt,� � P/PE EXTENSlON W �:..� `�� �°°� � . �° � ��,�� � -�,...... ....... � ����n Q� � � CONSTRIICTI N E�IT' ANCE � tt � , � a,�, �" �� . �'��� ��� � �.� ,�w � _ � ���-� �� ����° � ��w, - ���� +. -� ����� � � SK/MMER BASIN TEMPORARY ONERSION TD�-� TD � �" � �6 �.�r�~ �� �.�° � �.�.� ��. ��������M � � � � � , �=m��a��� � � WITH BAFFLES DITCH �. � ,��',��°,�� ,� � .� � °°�"�; °`� ���� � � � � ��� ` �R�� � � � E ��� � � � = �� �� ����� � � — ,� � �„w ���"'�`°,� �,,%� ��^""�� �� ���, ,� � �`"� � � � � � � � � � � � . p,R ��� ,�`°" `� � -� � .._ �� �, ���� � � � ROCK INLET SED/MENT ❑ w-. .� CN S'C � � ���` TEMPORARY SILT FENCE TRAP, TYPE C � � pE 2Z g ��..�. � ��Q _ � � � ����� � µoy..,�.� � � �e � � �. �� � :� � �� . � ���Y�o,,w"� �� �, ���:; ,a .. � ��a�m ��S � ��a �� . . � . � . � . . . . � �, »���.-� � �� ��g � ��� ��`����� �` 5� TEMPORARY ROCK SILT TEMPORAf?Y ROCK SILT � � �� �� b � . �� �� �,�� � �� ��� � � ���� �; .��a � �� aw. � � � ���ri �� &. ������ �� �. � _. ��; � CHECK,TYPE A WITH PAM �� CHECK.TYPE A � Cp �, . � ,�`� � °`�*°�,� �� � � ��` � � ��,��� � p� � ������ � �'g � �� ��� �����. � ""a��O"� � � �� �`"'�� ��" a �,� SPECIAL SEDIMENT CQNTROL TEMPORARY ROCK SILT � ' ��°��4� °� � �,� � �� � �, FENCE � CHECK. T YPE B S �F � �� �'����� � ���`��� Ai�ERoN TROBE �. .� �,�, ROCK f'lPE INLET SEDIMENT � � �, �� .,��� �� TEMPORARY GRAVEL � � �� °�`������ � �� r� ,� CONSTRUCTJON ENTRANCE TRAP,TYPE A a� � � ��,,����, o ��„ ,� �� � � ,�����, �,���� °� :� ����� �� �� ��� — TREE PROTECTION TPF TH1S SHEET REPRESENTS THE CLEARING AND � � . � ���E�>���y ��' ��� �� G �, � � � � IMPERVIOUS DIKE .��� "� ��§�Y �� ��'� O � GRUBBING PHASE C>F THE PROJECT. SEE SHEET � �p�� �� DO NOT CUT TREE WATTLE °� �� � EC 10 FOR THE CONSTRUCTION PHASE. PREPARED IN THE OFFICE OF: ��N�����rij �� PRO�ECT: ��O H �� l7 � i�� � '►���� ' �.0� ' S � � ��',� .,� lfi REV. Noa REVISION: DATE: DRAWN BYe CHECKED BY: NC LICENSE #F-0102 , E R 0 S I 0 N C 0 N T R 0 L � �� �� l'� � 2.O o 4.° M I T C H E L L M I L L R �AD W I D E N I N G � P.o. aox a�osa = : 3316 ' ` C�} This document, together with the concepts and designs presented herein, as an instrument of service, is > RALEIGH. NflR�► ��o��NA z7636 P LAN �SH E ET ;, � .•4� : � PNONE: (919) 677-2000 �� ' � � � � . � \ intended only for -the specific purpose and client for which tt was prepared. Reuse of and improper ��, ✓.NG �•���,,. ,,�� � � reliance on thfs document without written autliorization and adoption by Kimley-Horn and Associates� Inc. � shall be without liabilit y "�'O Kimle y-Horn a n d A s s o c i a t e s, I n c. O2Q14 ��I���� s ,. ,''; �� JOB NUMBER: O I IOC3O'rJ9 SHEET NUMBER: EC"3 Copyright Kimley-Horn and Associates, Inc.� 20 f4 � v�f�u� � � o, � � � � � 0 � � 0 � � � � -� � �... � � 0 � 0 � 8 � � ��° �' �� ry� ALL CONSTRUCTION T0 BE IN ACCORDANCE WITH ALL � � �� �ti � CITY OF RALEIGH AND/OR NCDOT STANDARDS AND /�� SPECIFICATIONS. � . . .�� 4 - � . . . . . . � � . . ' . � �;u� N � � � � ����3 ����,�� � m � � r�� }�' � ,� � % � .�,,�,, a � � � �� � � �y � � � � CITY OF RALEIGH � �� ���� � �� � �"��� �� � ��� � N/F ..�...-� c��� . � fY� , _ � . . . . � . � � � . . N/F m��'"`�°��,�. ,���. d? MITCHELL MILL LLC ���/ AI1 Construction must be in accordance with all Local, WAKE HICH MEADOWS � �� ��' ��,,.,�;� State, and Federal Rules and Regulations. $HOMEOwNERS ASSOC � t� � �� �,� � TRANSPORTATION SERVICES ;. � � Z ,,,- � � PUB�IC UTILITIES � a � �� V�'�� TEMP�RARY SED/MENT BAS/N 3 ��� a� STORMWATER � E R �� �H OF�ERMI �� � PLANNING N/F � u�j WE/R ELEV = 25/A' � ���`� � � WAKE HIGH MEADOWS � BOTT4M ELEV = 24T.5 � � ,� HOMEOWNERS ASSOC � VOGUME REUUIRED — l 36 CF � `, �� �9 FIRE � �� 3�1��S �� SP�tNG co a � � � SK/MMER S/ZE = 3' c9 �� � URBAN FORESTRY � � �!? EE D�a SHEET ECl1 � � � � � � W t� � � � Z /NSTALL TEMPORARY � , ;�"5;:� � � � � 1� DNERS/ON DITCH .. "�� � � � � 0 ` 0 O fTH/S�E�J � ' ��� ��� � � �� � � � � � � � TEMPORARY UNER: � '�' � } � � � SYNTNETIC MAT � �„� f� TEMPORARY CHECK DAM � � � ,} AT 50' SPAC/NGS (TYP) / �a � � � , p �.�� � UM/TS OF �� C 0 EroN D�H� � y-e� f � f� � TRI & TAMMY H. DOAN � �tSTURBANCE � �C � �`�., � � O SEE DEI"A/L l � ` �' � � � \ � . � � � 1� � � �� lTHJS SHEETI �.� � INSTALL J HOOK WlTH � � TEMPORARY UNER: ,,..--~ �° � ��``� RE/NFORCED SlLT �/� (� �.,...,� . � � W/uy�, t,�J STR�N WITH NET � ��g ;� � � . �� � � �' � FENCE OUiLETS tTYPI {�� � � \ l i. �.-._^.-�. ,� �a� , ? � � "V . ' � �� � $ � � c. 9' �� � . , � , I �.r �� � � t � - l $�q�, TE �R/� � � ( � � a " � ^�' � � I � �� �� � �"°� �° �tT FENC� AIANG � � ������ � � �z � �, � ,� � V _..-_.. j �"��� `�°� � �°�, EASEMENJ' tTYPI V �'" � � 1 � � � � CJ �--- t�, � � � � � � � � �� W � —��° � �` � � � � � � � � �� , �� � � h �� � � � .�-�- -`.." �,�" ,��� � ��� -�--.�,.. -�'-�"- � �� `" � �� � � � � �' �., : �:�' $ � , � � STALL T M CK � � � � � � � � � ,-� � � � �z � � �.�� , � � °� �.���� .� � ..�,�, � �.� � �� s ,�. JI �� ����K ������ � � � � �1 � �1 N�. � ��� ; � � � �.- �` �,. �"�`�-. � � � ��y. ��� � � ����x�sw��ar, `,d.�.. .� �.-- �kS`�Dll"CH �',� E PI ,/ ,�'� 1 � �,�f � � ��,���� �� ��� � � � � � � � �, � � � � �LI .� 1.� ��3� -� ,� � . �, ��, -.�,�___ �- -�-�- ..-�'"f � �� r�.�� � �» `�` Q� �, � � � � � �� . � � �� j J � �� � � � � � � � ��� � °� n� �,"�� � �, �' '�� �-''''w ...--'"" j , � �.� � � � � � qy,;�y f � f _ s. � � .x{1 " 35° �'"� - 8;.���� 9 �x o }� , ""--.,.„„_ ^s I � . � � / � .,�"`.�� "�+.� j � � � � � m� � � � � � � � � � ��w° � z z� ...� � p ��;� � ��� '.,. W�.� .�--- .e�" a :-��°� / ,� �T�� ,/ 1 � �t,s �t� i � �� , ,. :: � , � � . �---�.�. > �� � _ 4: � Q 4 .. . � , � R� G � �✓� ` � �.. ° =xi -�--�» , �� � J / � �� � �� ��� °"�°.��'���""" �``�� (/� ,, �. ( /'1 �,. m � y �,�-- � � � _ .. � . v . .: .�w � � � . . � �° ..••''��� � . � i?�2 � / {. Y. e . :,,. . ° � . w+ ' , . +. � .. � a �. � � u � �.w �,� ��, � �- � �� � � : ���a �.�. ... :��-- � � .�,.�:n.. �� F /'"' � , � � °� �. 7 � \( .�r . - d � � .. , ,{ °�,t� �j\ { 1 {'q �,r^• � 4. . w �. �:� � "�°..n� —� 'y,,,p�'Y ?:'t.a :�"`�'..G£C.'J A#.Y���`� 3�u Y+§r, a� `"'r� �. . « �� 4^�-a."' „m-...w.� � ' � � ry e_ � � \1 �� ¢ �4> ��..+� ..^°". _�r''' (� y ; n.�. . iG ��eer'as; ' :3xz M �' x'a2�9�.�R'.e..k".�.+�.'S.r,:�cr.1� ^ &�;is2h5 .. Y.3'.. �; s�t;'y^�.� \ y} , � , . f,f't... , v. . . . ._ . [� g3k^'�'"b �:.n'm�0.'a�.�i:zS. ♦ 6e� 3 � e � � � '�+�.. � � . 4 1 � ..-..""" a^'"., (� ✓ � � ^ , . . j��' . r�""` �"+. $` ' (. ^.'4'�".�"v«"�. nw v�`s�^"—�� "���"?s.�+sFT ..�^a%Iinl"Cd. �5� '�1 2] . � � �' / �N M�'3.�h.1 m " �,r M � ( °�p ..—•-.�.a ¢ . �","���.�. , . ,�. y . . ,,{ g�g9"; .✓ � ��M � p �'y � � � �,.,;, ..Vy+,,a'.h"+�...........x�.� 3C34k 'O�°; ��'a €.' �`6e8°wA .;�..��"„'�'..C".y"',.`.."»5."1...,.....:...�ti.:.�.. - .°�r:ri°��?rett�.>aTxSTk'st�f"5rb'kV&`:Y.1':�5�4',�ssrtd:A�':'F+" �:aa:s '��+.xa',ca,x . j �� p � (`� �' / � 8'Y ��' � � . � � ; ���.�... f, . �j. �� I ' I � �`"-- �� ���� � � � �s �`'� � ����� ;� �� ^'`" ; - e `�"- -�—.- °�„ � �..,.. -�----- ---°',� ---.1.-�✓-� �'� ���i ° � -"�—°''.�..--r � �--'.�-��-�',..•-�� ,r°'� � � ``, � �r' `� � / �� � a �, .� � '°�.� � � � �� W . � e �_ � � / �� � � �' ��� � ��,�, ,� �..� ���� ��n��� �� � �' ��. ;J-.— '`�.'�, °,�°� ��� ��� r'° � --�-��''°� f s��[�� ��, .�-�' � °��� ..�•� (� � � � � �� � C� --' � �� �' �;.� , �; � -�--� �.... .�.-�° ..�._.'� --! `�"° :�' _ _ �-.� __ � r"� 1 � � � `�,. �,. .�. �.�� �� �" � �� �; � �-~' , �� �� ���; ��� � � ��.�°;;�=° `.-�Y.° --�. .�. `� f --�-�- �.�� ::�°"�=� �=� .--' w, . �,.��.� y ��� �" �� . � r � �:��� , �,�/ ..�.� � ._.�.. = �- �' .._-°�� �. � �^ . � ... ...�.... �..� �..-�_ � ��.�. ��,�w��.��..� ��-_�w�. t„.� ��,5 � i�"�i��,------.. � �? �3� �a "'� " �."" C. ` " " . ., .... m�_�_ ... ...,..... �„%=,„`' t " R , ..., �� s^ r°---- ,:�,:e:'=' . �!7"�' �vw .^.^'^,�:^-u� p� . .��,,,��...r..o.,.�^.�.-:....- .i � � �y�' �� ���°'�'� '�-��-_... ..� �' ��. .. ,. ...w. » . � ..-,,..;����(. . . . .�,�'.""..,.._ _ ' ---.. „.�.. ;�-�'��n°,''1�."�M���., " - . .,_..---�--- °'"°"." ...--�--•° �� �s h4� . �. ,,.�,�?� �. .,� rm , ..��., ��..,.. a . .. �„„, .. ,. � � �� _ .. � � .... [�� ..,».�.,:��,,, _. ,. ,� :.,�; . ��.�, _._..�: . .......... ......._.�...,. . .....__ �.,,J � �a�rtq ��,.�`, . ." `^...� � „.�-.,.,.°''` $ � _.-,..°"" � ������ ��@�. �/ � \ C��� . _,_...-.._..�-� °" ...a.�. - � ..�....-_--° - .. _. ... . ..,.�..,�..,�.:..m„�.. . . �"'' Hr wr ,� -°=""� �`° ._-�.._„� � ""^�... � � -�-�^�-�--� ".�!✓ ^'°-..��_�.._,•v.. _..,_,....,�,"._�� ��....�.._. � ���,��' ..� �.C�'�r, . '�' ^�� ."� �..,..,,, _ . '*•. .......,..,_,. � --^�---_ �„s.•�., ���� ,ny o ����w. "'--- �rr�, � � m�, � .,�. .,�,m , w�����..... '�" ...... .,..� �..,.�, ,. �„�.�, ,..,m.,� �., .�.+�w „�e°°�'.y�„ ..._....w �ar1 aa.ar �"� . ���i�4..n''�i°' w+°� . { l - - "'�'� o � MITC ELL M/LL R 3� ~— '�` SR 224 � ��� � — ` � --:� . �, �� � � � �#.,�.�.�.• __ _.....� ,� .�..�..w. m .����. . � -�. . �, � w .. �.�... ._ ! .�„-�—, —.. .. �—�— �..� �— . �.� -�� . .�. _ � �_._� � � �e ,� . , _ . n�.,�� .�r_,��,.� _. ....,,. ._:...__ �,� ., _ �-.._.--��� -�--��_ —�---�— ��' �. a__,_.,_ � ._...�--. �_�...�. ..�;,„, .w,�.,. �..�;�"' .---°:':�'�- ---°�""..�,..-- �---°—�___-- _"."`.... --_��. ..:.. ,. ...� ,. e.. �a, , � �M....e. .� . �. _.�.. ____ .�._... � � � ' _.�., �— .�.�—a--= � _ _ _ �� �.-^^- "'�...W.� _°""""._` �_^_--..,_�....�. .,."�.'�� .._...-..---° """"".r...- ._..,.__ -.°-"""°" � �. � . �' � �.�--�^-- �a.-...^"""" ---°'°"`r•—•""°"' � �'"'.."°'"" �.-�...--.. �----- -"""'°"° --^^"� a. '"�✓� ^"' �- -, °""°",A---^^ �.�-�-^°""�•.. a^ „"- . "'"".m.....,,,- „^''"wa� .:�°"°"r_„._.m-. �.--,°•..'_ �^°,-.°'"'° "'� � � � °^ _.�.._..,,� „�° .�. .� �, ..,!rsr.�i . .>Q� ` �.;,,_.� ==' -.._.�.. _ _ _ , �. � _ �� �.�---- _ ... _ ......�.._ �y � � - � ,.,,.,,_,,�. ....�..�'"""'�� �-�-- _-..�,_ .-�-•--`"` �� �� �`�. �T���«� � �� � ° `� �O E ' .M � _ .� � ��� � � �� -�__ , � __- _ ...�.�� �.��,a�.� . _ ...� ...� � �r^`" .� ,_.�. .�° �.�. . .� ____._ � .�._ -�---- ��`�' � �' �` � ��, ....�_ � ,---�--- �..a- � �.,.�.. °`�,.,,�.,n�� � ; � °N'""".�� •. ,,�° �-��.�, � �.w_ � �_. } �..� '��� �+ 1 ` �..�— -.,.._--' ..:.m. ,......,____�..w.���.u�.w�_.. _�.,.._...����M,� �,�._.�....��..,,�.,�.....e. �-.�-��.� ,� �, �...... ��...�. .�rxa .rw.�e.,n.w„_.�.�. ..,,,�,.,�,=..ma��.�. ,a�.�.,�,.�.� M . � � .,.�� :��� �'s� .�„��.�.�...�...�. . . ,� °`�� � ��"" .,.,,,,,�°.m..�. . �..,.. `'...._ � �`'`�, O � ��� ��' �.'-:-�°� "��,; � �� � � ���� �� ;,� � ,� i' � � / � � � �.�.� —_.M � �� � r� ..� -�. � � � �' .�— .� � i � ...� �:� � �a��� �.... ��`�. � � � � � ��,� � �' ��� % ,,� ,�,,,.-- ��y�� , 2� ./� ..�-�-' .f �.� ,/�� �°�::�ss�% �' � � & � � � � � �°° � �.-.--�- �°`°--...'~~`°^.... � �"' ""� °`� °^�-.,... � �;�,� ,-.� a �-'i .?_ ''�''"��.�"�`X,,,.? °�� �"�.....�";°�""^�' .„� . . m . _ �"���,..„�� �' ��.,�"� ��,�P °^°� �� ���_,..-- _ m ���'"""!� � ��4"� �,�..1',�^;� 2 �°°^.. ``� � � ( r •� �, '„�i«..,P""`� ^..$�;' ."d. '�° �� � _ •�° .. . � v � �. ''�a.�.. �_�..,.� _ ... , m _ »� -�.$ �5�. . . �.I°' . ; :,� . _ . t...,� ., m�» �� �� . � __.a» � „,� � d � '�,.� ��`"^ �� `� �.. °�s . , / � .. ,.,:���, ,�.�.��.� �-y��� , , "° ° � � � vJ " ' " ��: `�'"j *`"~�''"�^. �'°�w'�= � ° _ ° �f'�::«�� � � � � � �..s� � _ . :��'''" �°� �� - � � .. �'� .� ° / s� "`�°` � . ,..�. . . . . . _ . , w - - F ���:��� � ,�A ' � � , �� �� .� ..���.��,. , �:.. , : , A ° ,� .. _ -. / ' «�- o. . p . . a ,. / .-✓"Ye,� � - �� � . g : � ���e. .� Q .�er.�z.�rtrnaarr�s;�k�s an� . . eaa�ss� .4.M. .- @ z �`�.a �, . M,�!� . � � . ••�.,j � � s,.-ti¢z.v�a��m�a.�sn.�z� .. . � f % `'�l �,,,•-- � . :..F:,,na�ncsax ._ �eer�tt�c�.. � � , . � .. � . . I � � � a � � a��E . � �� �i�� ' � �"� � y �r.a. � ����� ���� � � �`� �����— ���� �—��� "�~ � �, ,� �, .� ,--.' �1 � ,�= '' / / / ���" ._----� % '� O` •� '� / '� � � ��� � � � r . �, rr �,. �' r � ---.. , ,� 1 d,� ' .:� � ,��"°� � �' I.J � � � ��--..,.-' „�,�,�..� `�� � / � � �� ,,r� �.„�,�.,,,.,,�„.,, � � °�—�° � � 9" �.�'� �� � ° �� � . �� � � � �"� �� m� � � � ��, ' � � ..�--° �L.J �� � �� �� � �,: .,__.--°° -�--...__ ��� ..�.�,.. __..�,_ �� �.,..,�� , = � �� ���,� .������; `.�.� ��� � � �..���/ � � � � � �� � ��,�� � �� -�''•�,,,- .� . . �, �,. , � . � � ,t� �� �rcY� �� HI � � _....._� —�- -_..__ � —� .�--�' ,� .� ,� ,� � � � � � . , �. ��.. _ �.,�. ��..�:r / r� � � � � ,,� . � � � �;, , ��a u � � � ���. p. . �- . � ������� � � � �� �. —__—.. _�.__.. � � .,�x , --� � ��������.��_� b � � ,� --� -�—�- --� � �,� � � y �� . ��µ��.�� �. �. . . ; .� ����� �P� �� � � � � f � .�. � � � -� � .� � . � � .. � � ��. �, w '� -.-�-�., ,,,/'_ - � � :�;� .. C „� ..-.-�.� � �� ��� � � � "^� � � ` � Y` �e �� �``� "_...-- t �°°' ✓ > . � � � �. . s � � � �.. . � � � � � � � z � � �. .� TM. 1 � � 4� � 1 �� � a�� s� � �,.� �^-..,...., `"`„"—" .'�..�." a lN�iai.c El�no �i%�v � n,� s w� C� �.3 �=���� �. A $ -�� '� DN RS� DIT H w :� � g � � . � E"� I`-- i� S J S E � A/L � � � P� � '�C � �� � � � � H/S HEET� � � g � ' � � � � � � � � EM RARY NER: � � � � � � =� N F � N/F f� h .� � � ..,. ���� � �,. �.. ��,k:: � E � 0� 0� � �H � , � � � � . � DAMIAN LOFTUS � �A { ��° SYNT ETIC AT � �= � "`-'�.. �� � �..o� INSTALL TEMPORARY FENCE IX/TLETS ITYPI f S � NO'�A LE - ����_� � ���� � ���,:..,��,� SILT FENCE ALONG � � % '� � � ; � � � � �°� t. /� � UM/TS Of � �, EASEMENT RYPJ � � : x ..�„ . w� �� W f �� � � INSTALL TEMPORARY CHECK M �� u. � 'a � , 2-��� � � � � � � �� � f .-�.� � . BE(�JAMIN & OlSTURBANCE ���� DAM AT 50' SPAC/NGS AS SOON / ' - � ����� � " � � a � ���° � 'f�-��t�AN�S,IS A D. CASTRO� �~�� AS DlTCH /S EXCAVATED (TYPI / �' � � � ` � `' ' � �; �, ��� � „�� � / � � � � � � N/F i� / { � �, g � ``` �� � � '���� LEGEND JOE N. & CATHY H. RIDLEHOOYIER � }( � � � � � � .n�, � � � ���� 9:. � � ��. 9i F 3Miv � :' . u�,:_k � � � �w��� :� < #� �,"y � �. � m�� � � . . � � . � . � . �� � � �� � . ,� . .+:�€Y ��€��'k� M__�� � y4 �: �� . . . . � � � . � � � `^"�.�, M . F� N � ��a.. � � ���# ,� - - - - - . UMITS OF DISTURBANCE --- - - � � � � _� � DELMAR ROSALES. a C4NSTRUCiION UMIT C F � �. , ,•� � � � � � m `� � COMEZ GARCIA & �� •��,�; �LABELED ON PLANSI TEMPORARY SE ENT B N 4 /N Att TEM R m�, � � �� � � � �� 32' X 84' ITOP�_.gERMI�°° � � SIL F E -�--� $ � � � ADELIA M. ASPIN � � , ���� WEIR LENGlH — 8'' � �B� ���P �� � � � � � � �� SKlMMER BAS/N TEMPORARY DIVERSl4N TD-�►- TD e.�� E' - 29oA' �e � � � �; ���, � � � � � � � 4� �� x`� WITH BAFFLES D/TCH �o�� � RED 6 3 �"°�- �" � � � � `� � � � � .�� � � �.� � � � �C t0 �� V0� D = 7,840 C .�., `°�, �°` � 1 � � � � � � � n! INSTALL 3 B f¢'�S � 20' SPACING � i� � � �� z � .a� �. � . � � � � � ROCK INLET SEDIMEIVT � SKlMM R S�ZE _ .3"' �4 � � l a � � � � �" TEMPORARY SILT FENCE �--�—� TRAP, TYPE C vRrF�c�t - �.o� �, �� � � � ���`{y �"��°�"°"�„rt,=� SEE DEI'A/L SHEEI EC /T � � , � \\ � DETAI� I � \ � .��F ea�t�"a���u:��` . . . . . ' ` � � 1 . . � ��� ����' TEMPORARY RQCK SILT TEMPORARY ROCK SILT TEMPORARY DIVERSION DITCH , a ��; �� � � � � � � ���g� �������-,°� � � � � ���$ CHECK,TYPE A WITH PAM � CHECK,TYPE A � t Not to Scale) � �`� � � �� �� � g� � � f. . . � . . � � . � � � � . ` SPECIAL SEDIMENT C�NTROL TEMPORARY ROCK S1LT � � Natural , � � `� � �� ! Ground � � FENCE � CHECK, 71'PE B 2;� D Z: � � � TEMPORARY GRAVEL ROCK PJPE INLET SEDIMENT Min. D- 2 Ft � CONSTRUCTION ENTRANCE TRAP,TYPE A - � �� � Temporary Liner = SEE PLANS IMPERVIOUS D/KE �.■� TREE PROTECTION TPF -L- STA q7+04 TO 47+31(LT) -L- STA 47+16 TO 47+40 tLT) T�iIS HEET REPRESENTS THE CLEARING AND L�? NOT CUT TREE O WATTLE ' GRUBBING PHASE OF THE PROJECT. SEE SHEET -L- STA 47+93 TO 48+68 tRT) EC-11 FOR THE CONSTRUCTION PHASE. � REY. No.e REVISION: DATE: DRAWN BYs CHECKEQ BYe NThis document, together with the concepts and designs presenfied herein, as an instrument of service, is \ 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 adoptton by Kimley-Horn and Assaciates, Inc. � shail be without Itabtlity to Kimley-Horn and Associates. Ina Copyright Kimley-Horn and Associates. Inc., 2014 PREPARED IN THE OFFICE OF: • � NC LICENSE #F-0102 P.O. BdX 33068 RALEIGH, NaRTH CAROLINA 27636 PHONE: (918} 677-2000 02074 EROSION CONTROL PLAN SHEET ,,���p�nvi, 0��� ��. ..,.� ��i� :� .��0 E S � •9��� : Q � 2.0 0 4.0 � . ., � : .. s i A��� w� � ' � � � r .. - V •i P�� i � f '��i_ .'•.. G I NE��'� ��� PROJECTe MITCHELL MILL ROAD WIDENING NUMBER: 0 I 1063059 SHEET NUMBER: EC�-4 u i � �� I( ,� TEA/PORARY SED/MENT gAS/N ��/ tc'� �.,,I E E I �-,�.n,�°�. 52' X/48" ITQP OF BERM1 ut� 5 �� �, WEiR LENGTH - 27 / O '" � � ° � � F _ W�,TRT �LEV = 24T.0' , NOLA ���'LEE . A � � � � � + � d � VOGtI�E R E� RE� 43� 5 CF � ,,. cjT � �. � 'a,� �. � I TEMPaRARY l8' VOLUME PRdVIDEO - 4,/ g2 0 �� .�Y g � � � � � � FLEX/BLE PIPE /NSTALL 3 BAFFLES 36 S AC/NG � �" � � ,, �� �� ���;�� p SKIMMER S/ZE � = 4" � � � � � � � � � � � � � � TEMPORARY SED/MENT BAS/N 5 � -�~ L� � � � � � j / � t� OR/FICE _� l.5"' � ,,�-��' � � / �'"I � � � -','�� f � � � ;� + SEE DErAIL SH EC-l7 �� � E R �H = !4 � M �`' � � ,T.�-° / � ���� � ��t� � WE/R ELEV = 246A' � -�'° �' .�' � � � � �a � � � � UMl1'S OF N/F BOTTO ELEV = 242.5' Z ��� � � �, y � ��� `, � � / �. � OISTURBANCE wAKE CROSS ROADS VOLUM� RELH/IRED = 60/ CF TEMPORARY 24 ,� ,,..�-� . ; a, ���� , � �� , �� � l � �� ; � N/F �� BAPTIST CHURCW INC N��4 L 3�1 D�S ��� SP�ING FLEXJBLE P1PE � a..�;� e� f� ��� �� �' �� - � � � � �,. TRI & TAMMY H. DOAN �� DRIFC�� SlA' - � � � � ~`� � `ti ,,�° � � � SEE D AJL SHEET EC /7 ' ,� .--..° '° � � ° � : ,;%",r��/ I ,� ,� �` J i' � � � i� � � �� � � � � `°-__s � 1 ,� � � � � � � � � � V � INSTALL TEMPORARY CHECK /NSTALL TEMPORARY -� �`�-4. r ° ' � �� � ` --� m � � � � �*�,�'�''�% � �.C, J DAM AT 5f1' SPAC/NGS AS SO�ON � SILT FENCE ALDNG �. W T� %F � �� / /� ' � ��, � � , � � � ���' �F �: �E�� '� � r/ AS DITCH /S EXCAVATED CTYPJ EASEMENT ITYP) `�.... E D ��� �;� �°°" � , � .� , ° � � �, �� � �.. �a � D !��"°° s°� � � � � �P� � � ����� �: ��" �°°� � � � � � � ---�' �� � ��, � t � � � � � �' ��� ,,�f� �'_.". � �,rf � �� �.L � � ,� ���� � � ��., � � �'j � � � � � � s ��-- � e �// f�, � � '�-.... PO N -��..... �....-- � ./`� .�.�---��� �' j � ���-. � � F �L,I . , . \ �� �.� / / �- �'� . . ° _ � . .,....,,,�--.... � �. u/ .� 9�°2,�x . _ g.. °°':�:` Y"�,. Y,°,r,......�_ � { � � �� wdk����,,�"?'�,«�� 1..� � � �r"- �� �m«,.d � \ $��\ ��9�, °`y p� � � � . � � � ".,... ,_,_,„,.,.._. . .'"..��'"' �€ . � � � � M�.w� �, S �..r�" . . � "`.. �'° `a � ��'� � ...e 3'ir�s" �v� . a� �q���. ,, � � � � � �.t� `� ^u�� � o � +""�n.d' � � . � � . "w��` � � � -�,.._e.a,,, � «� �, � � ....���1���� �.#��� � � � � m�+' � � � � � � p,� � � ��� � �y¢v� 1 �v/�' ��� � �` �� L �HI� _� �� � �� � � � � � � (v /�' . � � u' � � ?6..$�a � �� e � �� ��y � �~ � � � ��?�I��t e �� � � �� aia^" � - I . - I « . .... . � ���� � a��� � � � � 7€ �_,. ��, ����;����'�" ��� -�'' J��" ,-.,,,,r �..-°�� .� _ 8 � � ��� � � £ .� �t�� � � � � °`;��� � � ,� "'� y � �' �j1'/ �ti -�""'" � � � �r",� '�� a �; " �S �. � � �--~" .� �`�`�-_ __ ....�.. � � ,m�. �....a ..........�. .� -r .� � , � � � Y � � � � � � � / � � �°`� � ,�� � �---,�...�.- �„� R ��""-� �' -.-_,..... .,�°"" � 'CI � �`�P�'��� � � �� � £ � �� _.; � � '" j% � � � � �� � �� �- -� .a�� � .� .� ��� � �,� �e �- ��'° / � .� �� `� �� � �'' � _ ��� . :���� � t � �L"~�- f ° � � M,�� ��� f c� ._,...---' �� ������ •�""'° ..�..�. �`'`- _'..�'- ....�-- '°° i` � '"" �' ��' � � � � � �, ��;��'��� �`�".� � � � � � � �r^ ( f � �. �� ��.`-` �" 55,�°.�' ..�� C� l ���� �:�. '�P �'� ��,. .,,�...�- '°"`__ �� _....-°' � , .,„,!� .n.�... � �.,,. � � .`° ' ���;� , v � � "�-�,�" �� ' m��,.� � ��,.�� �� y 1 ���, � ��� � �-� �_�� � .µ�.� �°°- , � �'� ��� �-°°°, °� �;°z�i = ��Rt��"°� .- �.. " �„�.._. -�____.._. =------ �� ��.,, ._. �= =- �� n � � ,� ; �°t �, ..1 4 %�" �. � � ...� �.-^-� .. , ...�_: , _ ��,... '� �,,,,. �- :� n � � --°.�-�° __-,-.- .-.'.."°"._-�..-- ..-..-°"" �w �.----�- --°° �.,�� �...� -- �,;: -° �� � � .� m` C�� �/' ,�. P,.,�,- O , . . � --..__..--. ,:..�.�...,�,.....»..,....�... .a f "? �«.� » �° . . '".....�..,�. �.e. ......� �.._:,: ..,:.�,.:.«.».....�;:..��:,.�'�'..�:..�s.�YS., .w�,7.»..��-"�.�� � . "",�.::,:::=�. � . ,.«.....� �.«.,�:» ,..w�.,. �� , . `+ . i � �€y �'� , ^{y, � ..�.. _.,,»...«, f'�..:.. ..»�...m �..,.. , ��,- w �. ��.�" � . ? ,�.,�.�,. ��� y . -^^.---^_. . -'^---�» � E,� �:"� 3�;,;P ^�^„�. , °�'�" . "'�""�°. . . . . .. . . . ...._"�° ,�...w:�. � I _ � n - � � .. ,- �.. � � m� . , � �. - ��: � . . � �.,,�. . .�,.�,a ... �... W � , . . °�^. � &:. .�--. r � ...� s .. ..,... """ �...�. . .�__. - � ["'� . ,�,,.,.�..,-' @ gy � � ����,:e�"��m���r ' "`---�^ . . _ `°'�*�..o S's�s',�._"'�9`. . _ < . ..-.-.«_. _� �'.� ,,,�,,.��r�:s^. r. � � � /� �, �au�y,P� . M. ,. ..... . . � . , t . ,., y .�.,.....,.�. , , �J €�iP°p= .�A "° • � °-�..w--�� .,�_ ..,.... .. . .^ � .. ,� r a�.�,.�.���� ? a-�-._.�.,. � �;.""�''�� £ �:V�F� �,��,�E/°' � ,'� .c,��� �����,. __._ �„„ _....�-_-�fi � � �,'6 �- �� ' �,�•�'`�; �� `�.�, � �.� �� �I- l� R � �. M ` � M/T f�`fLL L D :....--- �� � - £ � �, . � �..--�``� .�--~°"~ � �' � � �``` '��'z�'��� g � � � � �,. �...,_ � � 't� �s�..�. _v �-�' . � - �, +r���.,�„r ,T��,..�.. , �:�s�,,,�-��rass� �.. .., . ,�,l�^'��J=�#�l�i�'°�. ,.......,. w..�..., ,�.��,. „µ..,..V,. , . +.�,�,.,,� 3.�3 �w��� ....: �..o- - � ��� ��'�t� � � �' : r � �. Y, ......,... . - . . .. .. ,. ,.... , a r,.� . ....� ..,.,�.. .._....�....�... . _ . .�,�.. ,.,..�..�. ._e,....�...:.-s _.._.. ..�.-..�,.. ..�.�.,.r _ .�....e�,w,.. A.. . . ���� :�...,�.� . _.�:...m, �.«...d. � � �i•._m � � p �„"✓°� �� w�a��� � ��r. Y� � * � � ,�' -,_.,, ._. � ..,. ; �,„... � �.f__..._ �-- S 24� �"° � � �,�'"� � :� " � � �� �-����" Q Q ��,,--� �, � . _`__°'_~ ------ ;�4.� :'`�.--.�:-= : �.�c^W" . ..-� F . .. 245 r.,__,.. � � � �"`--�" •~-•.-�-= '� �� ,�:,�.'��M ����,� �� � �.,�� �`=-=: � � ,�.,,...•...-. � �., � �.,p' ,�ao ¢ .....� '�" � � �* _""==iL �� � �� I„e ��r �'� t^ :.- �. . _,.._�..,,u.�.,_..�M,._,.�,�. „�......_ . ..« . �� .x�;: �. �� . . ��'��� � �. ^m � .,� o.,. u..�,�..,,....,..,�,.».�. .. ..�..,....,.�... g ,„ �.� � � €' . '"�.,�. '�"!e° �.,»... .,»_ . �:. .�.. ,... .....��..� .�,�,.,�.., ��a � ; :x'.a $ � ^�� s�°� � �✓"""� ....-w'°� w.m.,w� .--"r.�,.�..�,:,�.,.a�,»wfi..< .,'S.t.,.w�. ��.i"" ,r�.��.�,.�� ..,...q, �:°';, . r,f ` . ..� ra „ „ .�..,.. . �s .F..�M ww �• ( /� � .�.�....�..'.. � �. . �'�' ..."' � - ». w :r��` P . .�..`#,;,..-�.-,. V� �s � rt.,' ��"""""`w�p w ��� a° �a , . . ........�:..�»m �.,.�.„^-� . .. .�°.. , m-»°� � t a,,,.,°""". . �..�,�, q �.v x„„.m. �„ o-� � ��. . . �: . , »,�., ""° w .:,,�.�.,:��,,,.�,�.,,.-,.,.„ , ^'°- � _ r" :.,�,�, .� � », ... (` .., ..�.�. w .�m..., , .w..� „�...T�., :,,. . . .. ( �' �". ^^^-....—• " � . � ... � ..,«.,m . .� ��w� . ( ^ ;° 7�-�^'"'" �.� � ... �r',,,,,„� ...�_, �.`�,.� _ � .................... .� _ ....�,� � �, � ...,.�--- ry \ £Vj �� , � �� �" � � �_ `i ! / j -M9 �...-�` _..--^"� ........,�... �...� gyg g � � :....""'"""�°.,,.�-�'" "' �"�. '""� pms� '�,�°"" '".�aw `.....--�- gw� � . �wi� ,\ 19d °�" ,,:�..,.."""„r^ � � ����� �,r�^a",n� �'.s". ,aN- .�..h'. ,"..�-"" �µ' . / .�-.-""'r' ��„„„ i.r.kiN6 �R4`t ��•''""�� ".'.�.,.... � ? "' .. ��, . .I � ,..� � �*'T� ?i..,tia,8 � (�i' "�, {/ � . ,�'mi'°" .y y.�� "�o"^a^"`. ':j �.�.�` � ,,,,..-.,^° �°,..- � �� 1�....._ � . � lC � g ��'� £'s � a*� . v ! � °���'� ..d4�ti,£S €.���`g77tQ � �� .rc � � �,� �4 � � ,� � �� ��.���,,, � ;� ,� � ,�, ��„���' �.� � 3 ��.,, ��,. a � a,v� �/� ���.�--�~�' � ( �. ,f � . �x .�� ���? � �$� . °�_.. ..�. . '��. � �.�r � � � � �. �, �-- �:.-.- :�-°� � � � ,. � � � i � j � � � � � ,�y� � ,� � � /�.��,..--' � ��� � �"� f��`�� � . �, � .� � � J/°� $� � ��' � � �--� � � ��` -° '�'� �Z � � ��� �, �` � g � ,. � ��,/ �/ � �"�"' � �' � �(� `� /� t � s� ••� �,:�, � „� ������` $ � /' '�q 'T� . �� �r ( � �� , L �----°."' ,�f°�� i .�� . f . � � � q "S° � , � �: W� ;}g p x y�� V � . / Sr 8 6 Y L F� B. �� I.�. � � � �; p �' � � � �+ c / �@� � � Qy �F' � 7 � p �m �� f . � � . �� �p h E � � . / � �� �v�".� i.�-�t�c4«� �y � � � f .,,,N:...--�""'d""".���� �D�� •L'��� � 8*49,.f4«� w�° �,¢?u5,?� ! � . �"E ��. �,.��4�} ��.+'�a i j?.,{�� t��"�f � � �`"`� -d,�� . 'e "`�-.....i � � � ���':�..�€.. �- � . '� � � � ��,,� � a�,,,.r' � � � � x : e � � ,e, �*'� �s � x� . , � � �„,r;�a....� , s �. �,,...^'.�-..M ira' � xi, _..., � ,�n'" : �'% n$ Et ,�, � � ,�� � . �.l ^ � ,�,�� �� ^;� , , � � : i'° Fd'T E 6� �V�� 9 � Y � � y/.. ,� YA° y' ¢c// �sl �N '� Y ���`` �A'� � � . �,�''� _ � . � � 2 4 biA 4 2 �� � �?� e� ' a. �, � � �^'� � � •� _...�* p� •."t���� u --v......a � � . ��� � �� """""' ' � ,� ��"' � � � ✓ �r> K�"� � � � �t� �'' ,,,,,,.�.-^" � �. , r""." •^'`�� .�a�x� "��r �' -�,� � ���' _ � � � � � . ��.� �� ���.���� �"'r. �� � �,,.,.-�- � w ��.� �..,.. � �� ,/` �,r- ,,-°' ,�" � ,,,.� "� ��� �� �. ALL T M = � ``J �"�`� �---T�' / �� � �� � � � �. �..,.,, ..�.--� � .:,� ,� �.,... -_.-�..�°-w-'' � ���� ��- C K �PAM J �� �� ` f � , � .�,° � ,f,�...�e. °�� -° � /','�°` , �/�.�✓' .'=�''' °� =�� p ���°� p�� s" ��� � I�� �y ��� � � � � axF' �°` � � "'�na�4w� � �c� /' .��,✓,�✓ � lA9 � 8� I " . � �1. � � pa�� � �� � � � � �� °"'.- �, '� � ' � � >� / i"\� .� � � --.-� -�...� � � /S A�IC TE � ' � � /'� ° � � �° �--' .�° .--_�,� �° � ` [ ��� � �'�����Pg�� ; V � � / �� �- ,r°� c --�-- � � � � � C..) � INr� ALL TEMPORAf�I' .---�' .' �L . '�.� � ���� � � , � .� � � � v � ��� � � � � � � �. � I (~-- Q` � S �A ETEM �� Sl� FEN�E Y F� p�CT�SED FEN �M !� .:�-�- Q'`�' ' / �� � �� ;, ! � "'� �.�,� � � W E CROSSROADS� �C \ ` EASE E��7�'p PROPOSED FENCE / ' �ag / .�,�,,,- fl�C�;" H. LE� _� ._,m�..y.^.�...��.�}.��.g.�.,.�.. ,�g . { ,/` 1 /� � ��� �` / �" ---�"9,,.� � ,� � � � � � � OMMONS� LLC � � � . . � � ' . - - �,,.......,.�. ��� �&h�aA� d^4$l'� �y�4i'7,:��..�.,..,....F,/� _ . �� / � { � .. � . � . . �r� ��(;'dj. q„�f'an 5 ,� �.,,�.q �y �g N i . - � .--" i • � � i �j ' �,/ � -� � ��� � �.__ � � � � � � � � � � � � �� � � � / �� ��� ��, c �°������: . _�� � �, � � � �� � � /,/ �-- �.- � � } �,.�^ � �: � � � � �� � �p . . . . . .,�,�..a d4n�.....+,�.r,:,�,�..�.�n � � �. / ,,,,._...W�-. /'' . ./'�� . w�P4 .r� \ � � _,..,,.f ��,�„'� . '"'.-�""° .y•''-�-''� � � �- � ��3� �°���''�a` ��' ;� � �.. � ��� , �� � ���- ���� � � M/TS OF C� � � � 3 � . � � �; ` '� � � � � i1'� / � /`~' -.�,�� ��� n� ����'�r � � v �:,�,�.:�.�.���,. ��' ' ��.� �DJSTURBANCE �� ���'1����__�_�.__ �_�__,_. �--'°� �� % � / _,_--�- °�`� ���' � � Q � �„��,.�..��,�,�..�.,��..«.,n�� ��� ,,.---°-' ,�.� ,� � I � �.✓� �r �. ��� � .. � ��°-� � ��""� :�t�..,.;� , . ' � � � `� ,"'�--� �,..�.�-�' � � ,y��J �;.�'`�'�j`�/ /`�. �..� �.�......m / '� ...°°'a � „� �� '�`'o �`� . . ,�..�,.�,� .,�.�° �� . /'�r . � . „�''.�,.e�s4���"�s�� ��.���a ������� �`3.��`k��o� ��':������ ,�".s���'.�,. . . . � �/ % - �.�.--^',,�� � k �.„ � � ' � � � �� a�. ti'. �t"'".�"" ���""� 3 �S� sv'�� �� . 9� �„°� � �.� § ��S � �� �.��a��.�"i�'� j�'"' ""^ .,., � / �� � / /'.....'_ �r �° �,''r ',,,..'°'^�'°""�R �✓` T i � � � '�,.,,� ,� § �M�� �,,.,, � � � l�1� ���� ��� �°�� ��° �?�� �� €�`� �:�°� s� '��� I� ��� �`�� �*a° � � � � � l '� �" � „ � �� � � �..����t ��xa�� �*���' �������z' ��}�� ��� ����`�u���' ��°�� ��� �� �``��3����� �a �_ ..'`� --�_ �..--�- / / s� ���a���� �'""'� �,. � ���J i���° � ��..��S,a��° --°--� .._._..,r � ���...,r' � � � s� % � / r� P,.��-�-• � �'`' �C�i��' ��,�� � �" � 9�..,°",� ��� � � � 1 � ! � i �° �-- ,/' � ���� -�� �° " -��. ����� ��°�� 1 � %/ � � ,% ,,-..'_ �����=���;�a��' _'� .�..,_._. ��°a ,� �w�; / /` � ������`�:�� �'�.$�;��.� �����"`s���' �>���`�`� �:�°� ��, � � '�` ,� ,.�� ,O �/'� ,� �� � � � / ./ C�°� % ��. ,'��� �P ��' � � '�g"�'§�y� -• g�p,�5pf��y� �� �5 +, �gp �q*� � ��a�9���p`����q �^y���g�#°g�°���ryY,;y 5�.���F� � ,f �" // �°' ��/�_`��'_�j' �'f'__��j� f � //.'___... / ,r� � „� �,,�/ � � �` .�. � � ," j J �,. . _ . . �pry'�gqk'�� ����p ig�€"�pR�.B A�""Rk� k�fi'„d #a#��?q�;" dp�gpg`° 6»W�b�a%p:3��^^ g4g g"aA@- p`^ �C."B'�rz��{�� � . // �I' / . . /�/�/w��'.Jf' / � �',�{Qj.j��/� J// ✓ //' � � �,/'� � re"�" . ( '� z y�,�,�+'»";`a i". . � � I�7�J �&i�`s 31�� a�u3�5.'�"9o���t �� 3{'t�-i7 iz°�.§� ° ��k�.���Ei$ BE�R� 8i'8 '� ���a;rd_�� . . � ' � ^ /'" � �/r7��.i1 . �����\ l . / ,/ ! // - � °�� 7��""� . � � � . � y,��� #�� �,���� ` ��M��.��a� 1��� ��.�� w ���rs°��R / "� "�.�-''` .� 0� �s, � / ��' �" �' � � � �`"~�� `""'�-- �° � ����� � ,,�-. � ,--�, ��.."�,,- �� ��-���� f � ,' � � ,� � � � ����' a��°•� /'� � � � ! � �,,.-' � � ,/� .�°°`� �.� s;;��-�--�....��� �����"€���� ��:�°°��� �����?"���Y ��'���� '� �% '°-'" ���� �,'�,,-''r,..-.w, �,/J� / �''/ �%,r'' .�-''' �,/ � �, � � ��� ��� �'� ���°��� �= ����lt� � �, / .r`'`� ji 1 � / / �'�,� � �, �,�:,� �� ;� ;� a { � � ��° � � �. � ���� `i� ����3�'��`Y �, ` ;�``.�---,._ , � / C 4�� � ��'� t�'3 ��£� �'r ` �s�4 P� rr �;�� ��� � ,;�``� � � ��/ � r � � � p► 4��l� ��� ��� ��„ � �a�' 1�� ��1'�' '� ��s£��9 a7� � � f% ,� � �`'� ,/°�,,%� �'��.�,� � t���°� �t� � � � � �� � � G w,=�: ��,�� �..�.a � � "°F �' ��,� � � ��`�°� � ����� ���� � �� �.,:,��� � ;;.�'°°� � .� j / � � EX 7R�'!TO i�F NER��.� �"`' ,r`�/° '�' � '�� �� � � � .� �� � ��µ� .�'� � � � � � �.�:;� �� � � �' Q'� ,� � � �N H �� � �,,, ��,�% � � ��� � . � � � � ���°� ����M� �� " �� ;�; p������_ � � ���� ���� �s� �� �;��� � �. � �q oM � 25� "A' �,..� ��,o � ��,���.����� � �. `� � � � ���o �:n� �� -- ��.���`����€ ��� ���'�€�� ��4��� �:'���� ����� ���'�°�� ����� � 0'�, � �1�t�7 FLES ���ING � � "� � `�� �� 4 '� � � �� � ��, � �� ��1� — � ���� ������ ,� ,. �� �, � � �� � .� `� �� -� ���„€�A ��� = ������� �'�� �= ��€���F '�°��� � ���ffi��� ��' ,/ � E SHEE�'"�' (,L�%� f °� ��� .�� � �;� � �D`� _ �, � ' "� � ,� 3�� ��� � �����"�° ��� i� • �������"�E ���� �� � ��� ��$ I���� i� � ��a�m��` ��� .�-• � � � ° & ������ ��� �. '`' I�� �3��` = ���o,'��"° ��� ��d`� � �:������?� ���' ���`�° ����,�a:=`' i�°� �13�" = ���8„"�i° /" � � °�,. �� '� � � � � �_ ��i"��� � � � � � ,"`f� • � ��� , ,��� ,,� ���� ����� O � �S � ��°``� �� ��� �� .�. ��-�� ���� ����� ���� LEGEND r , , �� N � � o ��,.���r��� ��� �€������� ��� ����;���� ��� ������ ����� ��A�. � o � ,��,� x �. ��� � ������� ��� � � �����g ����� � ���g��' �r�� � ������� ���. . � �p,� � . � �, . �y ��� �� ���u��� �€�� �� ���� = ��� ��� ��� �� ��� ������.��R ��� �� ��� == ������� — — — — — • UM1TS OF DiSTURBANCE --- _ . -��� ° ��, ,� �p P � c ��� r��Pr = ����;��8 ��� �� � �� � ���W t��,�� ��� �� ��� ��M�, �.���° ��� �� ���� = ������g CONSTRUCTION UMIT C F �.. � �q � � b ��� ��.�� �. ���s��$ ��� ��� ������ ������� ���� ��� m ����3�� tLABELED ON PLANS1 �� �.�� � � ��� � � � �� � � ��� ��� b��� �� � �;��n� �� ,� � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL �`� ��, w� �`� �� ��9 �� �� TEMP014ARY D1VERSlON TD--�►- TD .�� x��� ��� �� �'� � SK/MMEJR BAS/N ` � _� � �,�" ��� � �,� � �, �� DITCH �� � �, � � ,� CITY OF RA�EIGH AND�OR NCDOT STANDARDS AND � ,� ��� ���� "� � � � �'�,.� ��� � SPECIFICATIONS. WITH BAFFLES � �;,:�° ��� g � ������ � � � � � � � � ROCK /NLET SEDIMENT ❑ � .� � � `��° � �`° � v L T � �� �, � g. °� � CITY OF �ALEIC♦.�IH TEMPORARY S/LT FENCE TRAP.TYPE C �� � v �� � ��� �� `' T ��y ���°� � � � DE AIL I ����.�- � � � \ � TE�IPORARY ROCK SILT TEMPORARY ROCK S1LT TEMPORARY DIVER�ION DITCH �� � . �����`� , � � - �� � o Ail Construction must be in accordance with all Local, CHECK,TYPE A WITH PAM CHECK,TYPE A t Not to Sccale) ,���$�a� .��� ,��,.:� �, � cMo State, and Federal Rules and Regulations. � v �_ �� � � � �� ., � 6��, � � O TRANSPORTATION SERVICES ���� �� ��a > "� � � SPEC/AL SED/MENT Ct?NTROL TEMPORARY ROCK 5/LT � ��� � � . � � � Notural � �� � PUBLIC UTILITIES FENCE � CHECK,TYPE 8 � ?.� Q 2.\ Ground BR�NA CR0 �, ,� �� � � � $ � $ MON L. PAR ��, : J � � STORMWATER Min. D= 2 Ft � �� ��`°� t TEMPORARY GRAVEL �RAP TYPE A � SE�IMENT ���� �� �� � � P CONSTRUCTION ENTRANCE � "°�e � �, � LANNING t �, � Temporary Liner = SEE PLANS � � ' �c FIRE IMPERVIDUS D/KE ��o■ TREE PROTECTiON TPF —L— STA 55+84 TO 56+19 (LT) THIS SHEET REPRESENTS THE CLEARING AND URBAN fORESTRY OD NOT C1JT TREE � WATTLE ' GRUBBING PHASE OF THE PROJECT. SEE SHEET EC 12 FOR THE CONSTRUCTI4N PHASE PREPARED IN THE OFFICE OF: ■ � REV. No.s REVISIONe DATEe DRAWN BYx CHECKED BY: � � This document, together with the concepts and designs prssented herein, as an instrument ofi servtce, is \ intended oNy for the spectftc purpose and cllent for which it was prepared. Reuse of and improper � reliance on th(s document wtthout written authorization and adop#ion by Kimley-Horn and Associates, inc. � shall be without Itability to Kimley-Horn and Associates, fic. Copyright Ktmley-Horn and Associates� Inc., 2014 NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27B36 PHONE: (919) 677-2000 C�2014 EROSI4N.�4NTROL PLAN SHEET PROJECT: 2.0 0 4.o MITGHELL MILL RQAD WIDENING JOB NUMBER: SHEET NUMBERe �I1063059 FC—S � � � iJ V '^'V 1 _ � � w � � "�„ � �r� v1 � i W � v � � '`� � S/LT HECK �%VPE �A � � ��� �� � � AT 50' SPAG�I GS AS � �; � 0lTCH JS EX AVATEL ri � � I �� � � � � 9 � � ; � .� � N!F � "` wAKE CR SSROADS COM�ONS L � a � i�=�m���-�����.�F�� � M.�.�.� �,. ���..n...� ��� � 4 �� � ����`� 5 o� � �� ��. � ����,� � �� �, '-�„ � �, -�°- � � ��� � � . � � � _��� �� �, ;�T � 4. � _,,_-� �„w F � ����. ALL CONSTRUCTIQN TO BE IN ACCORDANCE WITH ALL ' �� � CITY OF RALEIGH AND/OR NCDOT STANDARDS AND ���.��`������� �;����� � ,� �,°"' ��� ; � � SP�ECIFICATIONS. �P.�- ������,s�' �� � �� � CITY 4F RALEIGH � � � ro All Construction must be in accordance with aii Locai, Y� State, and Federal Rules and Regulations. co`° p TRANSPORTATION SERVICES � 3 PUBLIC UTILIT1ES 6 STORMWATER � PLANNING � Y FIRE URBAN FORESTRY ��.,.�� :��������'��� ����� ���� �� � ������� ���' ��� � �.�����' #�� ��� € = � a�Q:��� �� � `�, � "���° � �� �� r ���� ��� ���� �;,"° '� ��tl ��'��° � ��.� ����`� ,��,�, �:�� � � ��a � �tl��. � �,�����n��.�.�,w���....� �a���,�„�� � ��..� ��,o,w ,�,�..�m�,��.�,< .��.�,.�,�,� w..�x��..�„�,�.�4��,�.,�x�� . �r.,�,�.�>.��.��a���,�,r .���.,�����,.���...,�.M.��� ��, � �,��,�.�� � � �! � �.:<�.�a,� � ���a��, � A� � � N/F � �, ��� � ��� g N/F � � NOL A H. L EE ��,� �� 2� � ���°�"� �Po���?� NOL A H. L EE � � � ��„�;,�� - ,�-���� ' ��,����°�.°":. � � � J I� . � � - � . � � � ��� � � � r��inna�ryv nu�n� nui wAKE CROSSROADS COMMONS LLC N/F wAKE CROSSROADS COMMONS LLC � REV. No.: REVISIdN: DATEe dRAWN BYs CHECKED BY: NThis document� together with the concspts and designs presented herein, as an instrument of service, is � ini-ended oniy for the specific purpose and ciient for which it was prepared. Reuse of and improper �b reliance on this document without written authorization and adoptlon by Kimley-Horn and Assaciates, Inc. � shall be without Itability to Kimley-Horn and Associates, Ina Copyright Kimley-Norn and Associates, Inc.. 2014 PREPARED IN THE OFFICE OF: ■ � ����� ,����'�.�� � er.����°���:����.. ,.. NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 2763fi PHONE: (819) 677-2000 C�2014 CONSTRUCTION UMIT SK/MMER BASiN WITH BAFFLES TEMPORA14Y SILT FENCE TEMPORARY ROCK SILT CHECK,TYPE A WITH PAM SPECIAL SEDIMENT CONTROL FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IMPERVIOUS DIKE (� NOT CUT TREE C � F — —' � EROSION CONTROL P�AN SHEET LEGEND � � � � � � � � �� � �� ��� � �� � � �� �� �i i I� ¢��� �� � �� �� � � � � � �� �� � � � � � � � �� � �e .• ( � . �� N/F NOlA H. E � � ��o. �� � � � �� � � �� �� � � � �� � I i �� � � � ffi � �� � ��� � � � � ��� �� �� � � � � �.� ��� � � � � �� � � � � :�Y.��� � � � �� � � � � � ��E � ��� �� � �=��� ��� t �°°� �.�.-� .�...,..�..� � �„�. .� , _ � �°-�,�` �`�.. � ' ° �,��_,� ��,� �� � �'��� ..,...,,..,�,....�,.,`� ��...��—°°�` ' _ � — � � _ - ° �? �=� �.�---�--'�. �.� .��`"" � .�...�. —�_.---�- �-�_..... #� � �_ � ��-�..��.� �..... .� _ � �����. .� , � —�-�--.. _„.� � _ . �� �� �,..��.. ..�., � _..,�. �� � • � �- e h,f��' � � � w �����gr� �a ���= � le�f. � � � � � � . :sra:�,�m.am.^�.-aarz^.�'��a�s.��.s �. � -� � � �� � � . �� � � � i � � b���.a���. �w.. �� �. �r � / � ��� � � 1 .7/.S'd ti.. $,. � � � d � ! i � �� � � � � �� � � - lNSTALL TE�f R R+�CK S/CT CHEeK T� WlTH_PAbI / � UMITS OF DISTURBANCE (LABELED ON PLANS) TEMPORARY DiVERSION DITCN ROCK INLET SEDIMENT TRAP,TYPE C TEMPORARY ROCK SILT CHECK, TYPE A TEMPORARY ROCK S1LT CHECK, TYPE B ROCK PIPE 1NLET SEDI�IENT TRAP,TYPE A TREE PROTECTION WATTLF TD�►- TD .... ..... .... TPF � PROJECT: � �- �.,, � ��.e_ _ � �.�.._ � • ��`�` `� � � � � � � �� � �� ���. _.�� ��� � � � � ��.�� � � �`��-� . ���t�� `�°-�. �__�__ �,.. -�.. �� � _ �. �,- : � ��. ,� .._,•-.-.w " ,.-°"�°° �M :"'... �..� � t % ,� o" � 4 �� � � � � . .�-.«...��,�.�.�._......» aa.�,��., ,.,_»....�.m. «..M«..��.« � � �� -� �� � .�.,w�.�..�, � � �� � � � � . .� � � � � ��.� � � � � � ��� 3 � � A � �� - � � � �� � �� �� � � � / � � �� � l $ � /� � � � � �'� i 1 � � � ��� ���� �� � � ` ����� �"�°���� ��� �� THIS SHEET REPRESENTS THE CLEARING AND GRUBBING PHASE OF THE PROJECT. SEE SHEET EC-13 FOR THE CONSTRUCTION PHASE. 2.0 0 4.o MITCHELL MILL R�AD WIDENING �� JOB NUMBER: 011063059 SHEET EC�-6 � 0 LEGEND CONSTRUCTION UMiT SKIMMER BAS/N WITH BAFFLES TEMPORARY SILT FENCE TEMPORARY ROCK S1LT CHECK, TYPE A W/TH PAM SPECIAL SEDIMENT CONTR�L FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE _ - �� , .... ..... .... ,`. IMPERVIOUS DIKE � DO NOT CUT TREE a a � � � .� � � 0 O � 4 ... � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL � CITY OF RALEfGN AND/OR NCDOT STANDARDS AND � SPECIFICATIONS. � -� ~ CITY OF RALEIGH � � o All Construction must be in accordance with all Local, oState, and Federal Rules and Regulations. p TRANSPORTATION SERVICES b�,' 3 PUBLIC UTILlTIES � STORMWATER � PLANNING � FIRE URBAN FORESTRY UMITS OF DISTURBAIVCE lLABELED ON PLANSI TEMPQRAfiY DiVERSI�N DITCH ROCK INLET SEDIMENT TRAP, TYPE C TEMPDRARY ROCK SILT CHECK,1�'PE A TEMPORARY ROCK SILT CHECK, TYPE B ROCK PIPE INLET SEDIMENT TRAP, TYPE A TREE PROTEG'TION WATTLF TD�►- TD N/F wAKE CROSS ROADS BAPTIST CHURCH INC � REV. Noa REVISION: dATE: DRAWN BYa GHECKED BY� NThis document, together with the concepts and designs presented herein, as an i�strumen# of service� is � intended only fior the specifiic purpose and cltent for which it was prepared. Reuse ofi and tmproper '� reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. � shali be without liability to Kimley-Horn and Associates, Ina Copyright Kimiey-Horn and Associates, Inc.� 2014 TPF � r���~ �����.� D � RB�CE � � � � � � � �� � � $ � �� � � �� � � �� , f � �.���� .»: � UMtTS OF DISTURBANCE wAKE CROSS R�ADS BAPTIST CHURCH INC ����� ����t� �����i��Y" ����C� ��"���8�°��'`� ����� `� t:�� = `�����b��� '�'�,�� �= ���.��� ����' �6� � ������x � ��� �� � ���x��' � � !€��:� ���T ~. ���s�#��'�� ��� ���`� �= ������' ���-� ��-� ��-� �l�d���'`�'��� C��3� ��,J��,�'�°l�� ��}� �i��C�'��N ��i� ��� = �`���£��� �°�i� � ������` �"�� � 2�����t ��� �a� m � ����i�" €��� �� = ������' [:�it #� = �� ����' ���' �� �°�' � ������' ��'� �� = ���»�2�' E�� ��T = ������' ��_� � �.�� �t�'�°��;'����� ��� ���`�� ����� `��� � ������'" � �°��-����;�r � p��€� ��+€ ry�rv ;������fi�'`¢�.� �����'�����° P��?'t ��0.� @ '"" ��'�aa,§�8 �,..� , ��w��x�'". . �;a.:.�+���'"""'re�c �� � ��'"'��' ' � a . ��reas+�"'� . . . � � ���. ��y,��c..i E� r s � � � � HERBERT & B GA�� H. .lONES �,;� � ! � � � � � � � , � , ���, �' .�°�.�,�.,� �� � �� �s � � � � � ��,�. ���� �.� n������ `t � � , j � � � °`�... ____--- ��� � � f � ��u��.� � � � � ' � �� �� � � . -___ _ ��� � � �. � � �� � � � � �} � ��t �a� � � ��� � � � � � � � � f � ��� � �� � �/� � � �`` � ,., � �- Ill TEMPORARY f�f � �: � . � �� �.... �°°2 ' ��_ FENCE ACONG ,f� � � � � � � � lNSTi MENT (TYPI �`f /� � �1 � � �--- - TYPE � ���� ASG � � � �� � � � � �... � � � � � �, �� , INST � ��. �� e � ..� S1LT \ %' � � P --- � �� � EAS! � � -�-_.. �, �`�-,-.. � �_;�� � / .... � . ,�.--'` ' , �.. � � l� � ��.,� ,�, I �� ;� . �"p �°�`" ^--� �' � ' ��,��' � � �� �,,.,�-.�; � �� � � '���� �d�' � i��.. -�-`'��` ° � �� �_.:.�� P�.��'� �'� � ��{t � �'' � � MAT CH LINE -Y9 - ST A l5 -�50 SEE SHEET EC -5 PREPARED IN THE OFFICE OF: ■ NC LICENSE #F-0102 � P.O. BOX 33068 RALEIGH, NORTH GAROLINA 27636 PHONE: (919} 677-2Q00 O2Q't4 N/F NOLA H.LEE ER4SIQN C4NTROL PLAN SHEET i5 � � � �� � �■ ..� aMo Q Z THfS SHEET REPRESENTS THE C�EARING AND GRUBBING PHASE OF THE PRC}JECT. SEE SHEET EC-14 F4R THE CONSTRUCTION PHASE. MITCHELL MILL R�AD WIDENING JOB NUMBER: SHEET NUMBER: 0 f 1063059 EC�-7 �❑ C ����i •- � "� ��' � � ,��" � �� �,� � � �w�` �,�.� ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. � . . _ . . � ���i�r ,� . _ . a� _ .. _ - - - . �� �,�,,� 3s���� ,� � . �����a�'�ta�� � � . � . . � �o� . ' . . �� � .� ,�"� `' ,. a �"'a �► ..°°� ,a,� ��^��,,..� z� r n, . . � . . � �a �� � ���� ' � ��� ��� � ��� . . . � ��� �� �� ���� . - . � . ��. � ��� � � �� � �� �AKE H��H MEAoo�s � ,�� .a��� a���� CITY 4F RALEIGH � � �4� �� � � � �,� � � � � °° � HOMEOWNERS ASSt?C ��` �,�� °�; ,�w�� � ���� ,�.� �,�.� n ��� ,��° ��`"`� � All Construction must be in accordance with all Local, � � � � a� � �°° � � � ��"�-� � � �� " . . - � � � .��°" �y �� � �,,.� � � �� �� ������ � � �p� �p� �� State, and Federal Ru(es and Regulations. � -�- / , -0� y w ..... �.�.��. �,� � - � � ��� � ���° � � ��°�"" �� TRANSPORTATION SERViCES t� � G�..w j M'�' � � �� �. �,�"`�, � ��`� ��;� �: `� '�� � � �� � � `� .�-��°�" � . -��"' � �� � � � � �� � �.. �`� � � PUBLIC UTfLITIES `�� � ` � ,� � '� � � �, � >� �� � � �� „� � � � �.�' � �� � � � � � �`'°� �'` �° `� �� � �.;`�� � � �� � � �'� � � � � � � � � � �� � � � �� STORMWATER � � �� � `�'�,,�a � � �'i ���� � � � d� ��"^��� � � � Q�'ti � ,,��'� �..�. ����:�,�,� . �� � � � �, � ;� f � � �� ��� �� � � , _ ---� � ""�� � PLANNING �� _ � .°� � y �s �; ,� , ����� ��� *� �� � � Y��� ��;�.�:�# � �. °� � � � r �� ������° ,� ;��" ��,,, ���������M��p° �� �� �,� �: � �S �� ����� � � � � , �� �d� � � ��� �� �-� ; ,�. � � � °� �m �� �a � g ��.������ �� t� � � � ��'� � �� �� � FIRE ��� �I r�'„k��i � � � � a � � � � ����d � f '� �'� � � ��G � �`� � � ,�� � ��'�°� �� '': `�, ��O % ��� �� "���� � �� ' ���, � ��° � WiTH��PS���� ROCK CHECK.�AMS � � ,� � �� � � � � � URBAN FORESTRY � ;��.�:������` ' �� '�, � � � �''T�,� � �� �T � � �� � ��' - : i � �` .� �' �9 ����������� � �"^� ��a � � �� � � � �� � `� �� , � �' � � � � � �'������ro��" � ��"� ��° . � � ��, ��, ��� �� �� � Tt���������� �� ��� � a� s� � � � a � ��� . �' �: �. ���'��' ��� � � � ,���� � �, '�� r ��� �� ���� ��grv����°���� �� $ � � �� � �� N/F ����:� � �, � �° � ���* �� � °�� ��W� � � > � `� �ti� � �`' � WAKE HIGH MEADOwS ��.:�� � ��° � � � �, `�. ��; `� ��, °-�,,..� �� �� � � '� a�s,,d � � ����,�. A � � ����-� �����x � .� � � � � o �� ,� �'�� ����� ° ��q � �� � � � f1 E S SSOC � �. � � HOME wN R A ���a ����„���' ��� � � ���" � ��' 4 �r��� � �� ���' �� � ��`.'..`,°� � �� � ,�� �� � �� *�`�", � ' � ��'� 1��,,��` ��Y � � �� �� � �� ,� � � � �'�'��°�1����;�8 ��a �i � � �� �,�%��' � , � � d� ��� �';� ,�,rs' �' . r �� � ���� °� � ""�,,,� � '�:. � ,�'�;, `,�� � T e;, �� �� �� ; � � ,��` � � ,,,��..�..�4 �� � �� � w�� , � � " �� �, �,� ��� , � �`` � ��,Y,,,, „,,,�,�'� `°°�-� � �'��' -������$ � � �� ��. �����,�„ �� ��; �����. � � "� �� m'���5�� �. ;,e '� � �'� �.�` ���,�,,�.��, . ,�� �k��= ����€� � � �� �� �' �� � �� 4 ����'��� � � �� ,� � � � � � � �� � � � � � �;� � � w � ��- , ,1.:�". 4��'�"A � ��l� � �� � � � � � � � � � °�,� ���,�,�' ��"�� a � �`~ . �n � � ����s , �,�� ��''�, � ,��'''� '°"~�,_ � � �� ���� �,� �������� ��� .� �� `�� ,� ��� ���� �� .� ��a��'��� �• � � �� `�£�F'����.T�' � � �� � ���� ���°� �� � �� \v �" , � �`� ,� � �� �"� � � ��3�������� ��� � �,�.�� '� �� �" ���w .� � � �;, � I p q �g�*g e�rg�qi7.E,�t��V g A s a ,as� � � 'Q. /� 6� 4 m'���a4{'� � 7G � � � � ��. �6�Y��'�`,&,dic�. . � � :�ut'65��?n�3 #&�^,"s:° � " £°;,„t ��� � . . � i. � d,3ai�� � � �� . , "ww . . � � � � � �� � ,�: �� ��*�*'�«5��g�a�� � �a�:...�£ �°� � b �� i° , . . .,�s _ . - .� �' ,t� . . . . . � � �a ° �� � � . � � . . - � . . ��.,'��? � - � � � � ��&�t�--,»� � � � . � ��t�3�..�... � � . _ . � � � �� : ��� p� � . :��""'�.�. � ^'�, �� � �� . . � � . �� �. � � � � . � � � � ���� . � � . "'„��,��`' ' �� '� ' _.r°A �, - �� � � � � � �. �,�� � �nrsrAU. troc�r� �NC�- �� � �°`��� ' ��� ��°� °°� �� �� � � ���� ������'.�� � � �� � ��� fi � ��;�W�„�� SED/MENT TRAP, ,�„- ��� ��� �'���� � �� � � _ ���� � � �� :� � �� " 7YPE C l7YP) ��� �" � �°`�� ���" �� �' °���" � Q� �� � �� � � � � �.� � � 24� RCP_IV � .;�� g xi� � ��� � � � � � ���' N/F� �� � � �,$� � � 24 RCP IV � � � �� ��� � k� N/F � ���� � �� � � � � � NAT H. HU[�F JR. � � �°F SAID S. RASOUL YAN � �"� � ° � � � �� "� � � � y�" � � � � � ��s � � .� "" � �, �� � � ° � � � �' ��°� "� � �� � � �`� � � � � � � `� � � � � � �°� � � � � � �� e� � .�� � � � � � ���� � � � �°� �„�_ �� � �,,,�`" � �;'�� � �r =€ � �� � � �, � r� ,� � � ��� � � � ,,�``�.,� � 4� � � � R�F CE t�� � � ��`� �� �:.�°� � � .>,n c.� � � J� � � ` � ,� � � � N�� F,`�: �� � �.. �. �N �, � � � �c�,� � �;� � `� Q' � �` '�' �'"�,�a ��' °"� `��� �� /F � �� `��,., � r ��� ov�i � `'� � �� ��� � �,V x� �;n �� � ,�* „r� ���� ,�, � °�..�� �� TRE H INC `� `� � �.��� :�' °a a n � � � � � � � � �, � ° � �� � ��:��� '`� � ;' �s �" ��, � 1 1 �'``�` �' �, �w w`�`„�;� ��' �°' �a �; `�' � �„� � � N/ � � � � � � � �,�.�, � � �� ' �'�����`�a�� � �� 1+. � �'� `�� �=a` �FY m C� � �' ��.���p , �"�"`'� � '� ��� �'�... � �:� ,�� �� �.�,� � VI OR & CAR IA R RI � z � Z � � .�•� � `�, `' OD CU �Z � � �$, �. � � � � � ��, .� � � �Q` O � ..�._ , � �� �,;�,� ''�.;� �� '�,� �" ��,�� � � CA�RAPIA GELA MARIA ��� C�, � �: �" ��s � �' Q� -� � .. ��_, A �"� � �� = o Z � *.'�0.� � �" � � � �� iyY . � ' '�o�a1 � � q�,�p� ,r� � "4��`"", � � � . �„,� . . 'e�� �� ,a .s . ,� � . . � . S �� W W � . . . � �.� . . . � � �.;� �' ��a��s� `! �/'1 . � `°a� ' — ` �,a� � �,�� �%. '�.,�.. ` �� � °,�,� . '�q�� ��`�� ��.'�''�i � . , . . .� . a � 4�.��;"`.�° � . � . . . � � � ��� � � �J � �v � � �4 � � � _ � � BoN � M. HE ��� ���� �, �' � ���� � -� ��_ � ���„w' �� 24 RCP-IV�xa � . ,� �, � :. .� ���� �, � ����.�� �����a �� ��� �, �'� ����, � � � , _,°�"-- � � R�,�, '� ��~�.. � ��� �� � ���°� ��� � �� � ����������� � ,��� � « �- � � �a�� � ��� ��T�� � � .�,G,.� �. � � �--�� � � ��� �� �� � ���: � ��� ��:������ � �� � �.,� �� � ����� ` 1 .� �� �� � �� �� � �� � �� � ���°������;���� �� � �`'°°-. �. � w ���� ���������� � � �, .�� _ --- , ��' ,�� 8 ��.. . ' � -�, � ``,�.. . � .� � � � ' ��° 15' RCP-IV �� ; � � ,� � � �,°��;�, �,�° �,,, � , � s„ � ,, `:� E ��. �� ���� � °°-� �«� � '�, � �,� �� � �y � "°'�� �. ��°�" �����=������s 4 � °" ��� �� �f��$�� �'�' ��� � � � ,� �°� 15" � � �. x ��m � � �� ���� � °� �= �� �° M�� �'r � "�,. ��, � � �a;. .� � � �' :-',"n.`": �� 4 ���,a� �`�t �C,�,Y 4 Tai�°`��»e����� � � � �'��� � �° �, , . � "� '� � �" x �� �� � �,� � ° � �- .� �,. ����„� °�� � � - V ��� �:�.; F s . ��� � �/ '�X�A��: R P I � �' ""�� �'°��',. �"^ ��s.� k °^^�»„�s e��p�°.. "" g��� � ����' ��,r r � �zr�"°.� .� q��^°"�,7. ( /'� � "�` a ' � r,� � -� � � . ��}d3 � .� "_"`:, _"row„ ' � �'�, 4 . �.r,�;���.'�. , � � &$��„^"°��.m.�„, '� � ? � d,�@✓ p� � �� � -s+ ...,�'� ,"'$.�fia...a' P . V 1 `� � � 6 trp� �.�� ��` ,� � � ,�� RCP IV �" ; ��:�,� �� °�,��� �� � � � � �� � � ����` .� �w� �.�,� p! --� `�,� �� �� � �'t �� �2. ; � � �� � '� �r ✓°'� � r' �`° `` � � � ' -�•.�:" �., � �aW �� � C _rv��'" �Q� , � t �'"" � � �, � � � �' �'� � � --._"- �m � `' �,,' ,�, � a�. ,� � , �,�� .:� . � ``° • �„,, �, .,,, � �y , � W,..� " � 1 �.� � �' 4� �� �� �" �j , » , �° . � .� � „�� * �� _ °� � � � �s�" � � � � ��. � 9 � � . � ��z�, ,P ^.� ��' '�` ' �� " y�,� .."` P,,�" _�„, "»�• 1 a �'a'�,� • . �_ � �¢�9 �� ..,.� �'"'". , J m.. f � � r" � °'„", d � � l. �a �.: . � ---»,., ` w;�..,� f) � 9 � �.�` � +�`'�, �� � . �"` � �� t;° ,{T,N � �� , s��� � �� F � ,� ,,�°'` �,�:,� , , , �¶ , � : � ,. ���� j) �����° e���'"� `� ��"' pg'q a�� ��y{'+���gp, �"`�3 � �°' � � � � �7� �� �,"a ��1�,�"� �i�F��6� ,.-`°f � �,�„ ,�'r ,,,✓ �" � �� �e,, � �i�i�{�� " �' � �- �..�, �� ,p� fj �"" �i L� t�4.9 y a'aua §f"z "°` � fi'3 . . r.� {,� ,5 p�� r'^ � "" �,. ':i:i:�'�. � /! ������*a.,,. � ,.�3� � `} �t M' +�� `\ �. � �'. .,.„ �' ��p2„k4,:, 6"a6F� "i ��"°�'"� ��F�$ ^, , _ �w„„ � . . x, ,4 . � . . ��y li,` ' N � � ' �k� M.. ���"�,",.�x�.� �' �.;��� �{ � $s �� . � � ��� ° & ��,. .� p ,,fi��a � � � "^,�y"� `, . `-„��'� � � �a �^�, f�s i <^���.,� . a�'' . . ;� , r.� '.% � �*-:�, ,�� , ., �. . :�,. , °*,,,,4 -v,. < , - '•., .�� � `� r < y j . ., +o m � , .d�. '- �„ � �� � �� �., a� #�" �,� � � �f� ��.,P,p / � r ``�� � �u�i�� ,�� ,��5 /✓' u3 3 . .'�. `""'TM� � � ,'�3� f" i �, 1 r ���� ��� � - � „�„�""""�, M'`J,,! RCP� � � � � .�3 � . a ,r , -�� � F .,� �w. �"�¢- � �� t.. � . F � � �'T ..��.:� �� � �� �� �°� �� ��` ,� �a� �f" �� �` � H ��� ��� �. � s `��k ' ���� t��;��.��� . ' � �,� � � � - � � , �; w .�. , _.._ � r� � �� ��� � �� � ,,� � � �°�°� �� �� � f� ,� � ��~ � � �� � � � rv . � w �� ��: ;��." �� � t � �� �,��� � � Q � � � �' �t� ���" �,� �� ��s���, � �:� � � ��`�"� ��,��. � S �,[. / RE V �� ��� �N�., �� �,� . � �;,�.�� A %� r � �� � �� ����, �` ��J / ,�'`� � '� ,� �� �� � �� � , � ���� �� �, I � � ��J� �P—� /� ���� '� r� a ��� d � � v s �»� i -°" �'� �'"°� � � r' �/ j r /. �� � � ya� a�g� � ��r � � a'�' � �� �,�,n„,t . <sy`` �.. ,_ � . _ '�'T � ,1 N / tr`F �./ � ,�l � k� �°" . ! I�i7 ��""� � � ,{,�� � � ���� °..«.. F � y�;� � � 15 CP. V ' �� ,r � � r � �� � � � � � � av � � �, � - ` � ��"' s�/� f+' i � a . . � - (� . . _ a r z �� . � � � � . � � i _ ��' � �3 � � � V � � . � �� � �����'�' ��.� r �`�`�, r� ,� /� � � �� o a` � C � ���� �,"�",� � � %,� ' £ � r� �"° � r . r , ' � ��a � j r � �.^°"�°"'" � � r � � � � � �$ � �' ,� f ._� ' �� ����,�' � J �, �`" ` /�� � pqg� �pq�! ��� .%� . � � �'"""w"""s�. �,� �� i � � ,,�„�y,,S wqo,;�; �i �.�"�":fi,i."'�,�"��:a^�� j' jjJJ ,�* � � `V ;=� . �" ",� �iiJi' °�a�aa,8�.wn.:�� � � }� �. "� F � Cr' r` / ;'�q''��t*�''1 � a5"��:.�a�f°" ,f I / �fg° � � a ��':»�'` � � ����� � ���� "�{° �@, � � � � '�" �""'"",„,,,,�. � � � �- � � � ; � 3 � 1 � � ���,�" �" --, '`• � ` ew�}� .!# J ' I / _..- ���3���� ���a� � � _ � a 'r� """" � , '���w /� � ,j� ���� df f ��' :. a':.if,� ,� /'� .�,„,�� �,�,.,�-� / f ' j �" ��� � , �»w, ,4a '� � � f �� e % �^�' --�„„„'_ 1 � � � 8� � � #ed�s& .�'"".�.`�' � . `''�� d%� � j t/y t .$� � t� � t P � � �� . ,w'. � � � � � � � �-� E m — � � ����� .� .�.....� �` , t ; � ��� ��, � �� --� .� w. �' � � � p �" �� ; �� �,. ,,,,,,,,_ �.� ` � ���� -��" � �� �" � �w = , ,�� .E ? ` � i"��������� �.. �' "`° � - � � .r � ��� � - � . . .3s . . . . . . `� g � �'�"l - % '� a.�, � g � . � � N/F `""_ �°��° � ��> � u� � � c WAK HIGH MEADOW � ---� � �, �A ��� � � �� ��A � . � � �, � � y LEGEND HOM WNERS ASSOC F ' � ,W ' ��..�� F �.� �� .�; �s � ° �� �� ��s� p ,��'��� .�: .�� � � .� �"���,� ���� �.�, � a � L �y — — — — -- - UMITS OF DISTURBANCE — - - ��� ��� �,�,. ��, � �- °���`� � �� c CONSTRUCTl4N UMIT � � o � F ILABELED ON PLANS) �� w��a�..�..�R� � ����� ��� � � �_ � ��° "�' �; � �� ����.� �,�„ ��.� .��� � ��� N� z, �, .�����°"�' �,�� . � eY�� �N���� � � � �,� "'�.� �"�"�� TEIfdPORARY DNERSION TD�►- TD � '�' .�. �� �� �� ������ � ,�� � �" � �°r��� � °�, � SK/MMER BASIN �„�.� . u ��,��,� �, , , � : WITH BAFFLES DlTCH � R ����.�_��- �.���.._�.�� ,.�..�.�.y��� ..� �� � � �� � `� "�,�f'��'�:� � � � � � �� � ����� � � �� � c� � � � � � ��� � ��������; �' � � � � � � �p���� �;�����° . 1 . , . � . � � . ' �itx:q. � . ,� ROCK INLET SEDIMENT ❑ � ��,�,�.� � �°�'�� �-��� �����. � �� � ��,� � � � � � TEMPORARY SILT FENCE TRAP,TYPE C �� � � Di � ���m������� �_,� ., � ��� � �� ������ � � � � N/F E��`���i��� 4 � a�U B�CE � � �;������ r _ HA P Y T SH ��d.s°P�i�� CK N/F ��e'� �.n TEMPORARY ROCK SILT TEMPORARY ROCK SILT r���a��� � , � ' JOHN T. r° CHECK, TYPE A WITH PAM � CHECK. TYPE A � � �� ��-�� ��� NNON l L MOU $� SHARON e� �� �� � s.,,� JI ��B D DaT �� � �� M. BEADNELL 0 11t�',l?ES GE11tERAL STURMWAT,ER PEI�'MIT ��� � ��- � �" , 1 1 .���. �, �.� � � o SOIL STABILIZATl0111 TIMEF���,�IES �� �� ��..�� � � NiF �� . � �� �-�-�.� .���.��� �� ��.� �� 4 � SPECIAL SEDIMENT CONTROL TEMPORARY RDCK S1LT � �, � .w��`"` A�.ISA G�4��°f?�AY � , '�� :��-� �" �� � FENCE � CHECK, TYPE B �,�� � � �� � ��,��-�°�, � : , � � � � �� � � � � � � N/F � � �� �„�°` � �. � �� g SJTE DESCRIPTION STABlUZATION TIME TIMEFRAME EXCEPTIONS ��AMES E.PE T��� �� ,,,�� "°°� �'� �, TEMPORAf�' GRAVEL ROCK PIPE INLET SED/MENT � � � � � � CONSTRUCTION EINTRANCE TRAP,TYPE A PERIMETER DIKES. SWALES. DITCNES AND SLOPES 7 DAYS NONE � ��`��p��� � '"""�����"�'"�`���� � �� � 0 � �- ,.��„ �"� HIGH QIJALITY WATER fNQW) ZONES 7 DAYS NONE �� TREE PROTECT/ON , THESB EROSl411t AND SEDIMENT CONTROL PZAM5 C4MPLY � IMPEI�IOUS DIKE � TPF IF SLOPES ARE 10 OR LESS 1N LENGTH AND ARE SLOPES STEEPER THAN 3sl 7 OAYS NOT STEEPER THAN 2sl 14 DAYS ARE ALLOWED. wrrs � x�cUr.�zroxs sET FoRZ�r BY � THIS SHEET REPRESENTS THE CONST��CTION SIOP�S 3el OR FLATTER 14 DAYS T DAYS FOR SLOPES GREATER i'HAN 50'JN NCG-010000 GENER�4L CdNSTRUCTION PERMIT EFFECTIVE AUGUST 3,2011 PHASE OF THE PRCi.JECT. SEE SHEET EC-1 DQ NOT CUT TREE O WATTLE � LENGTH. ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND ALL OTHER AREAS WITH SLOPES FLATTER THAN 4al 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HtiW ZONES. NATURAL RESOURCES DIVISION OF WATER Qvar.rz�: FOR THE CLEARING AND GRUBBING . PHASE. PREPARED IN THE OFFICE �F: �����������h���,, PROJECT: .......� / ♦ � �•,,�0: ' ES S / ' .�q',� � REV. No., REVISION: AT = N� ���ENSE #F.�,a2 E R 0 S I 0 N. C 0 N T R 0 L ::' � 9': = 2:0 ,° 4.o M I T C H E L L M I.L L R �AD W I D E N I N G O D E D R A W N B Y i C H E C K E O 8 Y r P. O. B O X 3 3 0 6 8 C� � '� CV This document, together with the concepts and designs presented heretn, as an instrument of service, is RAIEIGH, NORTH CAROLINA 27636 P LAN �.7H E ET � ; 0 3 3 1 7��� : \ intended onl for the s scific P H O N E: ( 9 1 9} 6 7 7- 2 0 0 0 i ' F ��" �: � y p purpose and cllent for which it was prepored. Reuse of and improper �� ''•NG � N�,•,r .` � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. c 20�4 ����'�'q ���""'����G�'���, JOB NUMBER: SHEET NUMBER: \ Copyrbight iKimley-Hobinit nd Associa�es.nlnc.,�20s� ciates, Ina : O ,���ii��iir� i��� Q I 1063059 EC-8 ALL CONSTRUCTION TO BE IN AGCORDANCE WITH ALL � ' CITY OF RALEIGH AND/OR NCDOT STANDARDS AND # z SPECIF'ICATIONS. � � � � � CITY OF RALEIGH x � � � � All Construction must be in accordance with all Locai, � � ,� State, and Federal Rules and Regulations. � � ���" � ELBERT P. & GERALD�NE S. w�LSON THOMAS & KE TH HARRISON. � Q �ANSPORTATION SERVICES ,�� �� � � REBECCA w�LFE ' Z PUBUC UTIUTIES � N/F � ��. � � � .. � CATHERINE P. & �y „,,����.�.,� �� Q � `� � � JUIIAN MCKELLAR � N/F c.� STORMWATER � NED R. & MAXINE P. JOHNSON �� ���� '� �� � N � n � � � � N � � PLANNING � • �� � � FIRE � � �� � � � URBAN FORESTRY ' � � � �� ���,.��� � � � o � U � � � �.x.�u.. :�.���a.a*:���� WAKE HIGH MEADOWS �� � � ....���,��� N/F HOMEOwNERS ASSOC UM S OF � � a wAKE HICH MEADOWS DI�URBANCE � �....,�,y�.��n�,;:,��� � � HOMEOwNERS ASSOC � ,nz���.,,�� � �� � � �.�.,���.���,�.�, . � � � � � � �� � �� �� r . �.� � ���.����..��_ � V � � � ���� � w � � � �.���.�.���. � � o �� �����..������a,���.��� � i � � �}�' � � � � W� ��... �_ ��� � � � � �u .. , 15" RCP-IV �°°� �. � ���'� �, � � �� a� � ,�� ��S��W . � _ �.�„�. � ��� ��..� � �� � � � �°� � � �� � �,, � ��" � � � � � � ��� ��x r 15 RCP IV � ��� � �..� i��� . .�..��� � � } ��c��.� �,�.��A �� � ��� � � ���� � � �� ��'���...,�-�, �, � ��� � �� � ��. �'��� � � � ' � �:: � 18" RCP-ill � � �-� � � � � `����� � ..��.� -> � � �:� �� ��:�� � � � RCP-tV � � a�:,� � ���� € � , _ � ., � � � � _�,� � F �... � F� �.�;� -_ -`��-�=-=,°.� � �, :�° w � w� - � - #� 15" RCP-tV � � � . - ,� � „� � � �ii� �'� � �,�,�" � � � � ` ��C � .. � ,rv , , �. � �; �, w��, , y� ., � . . . . . 4 . . `�:ae.��°:�:., ",`,..�--,..`^,...M`��.� � .r sj! � � �.:^ : . .. .. ..... .. .....�..r ^�..�ir�.'�wu'�nrrr"i°'_x�Y 7�— _i....._=.�s"'�j ��:'�«," _ .. ...... ;�� "'�^�: T"� ' ! � ,..,..Y,�, �$ : e. ��. � w .�: � _ .H, . . y' � ,� �t `^m, ,`"^w°'..�., . . ..,.. , :a ,. , �*�..a� - i ^• ^+�O .. .. . � � � �. .�... . a 't ° . x"^ K ;. � �" ( - • , , .. ,. � . _ . � ¢ "'x,��i:�rv�; „.�....._ ,._.,.,,.-. . ..�... .,_,,....,...........,.....,,,...,.�_ .u�,..,_._.._ -" . . . .... ,� Li_ . o .�.a , ._.__ ... . fi e�......* M . ..+..r...�,� . .. . .., .. ,.,..., M.w._ .,..,_......,..._ �r � . � .. .: J _ . ... .., . . s. ,m .,- �- . . �.. , .,. . . .�. , � _ , s,� - ..» .r.. � .. p , • w :� � �,�'��'s��lAA��F�����Al �u ,��R . � -'� . , „ "�.�.++ ��+a. �Y`v'� wJ�+�,a te��<. . . (�! / � . ..� . . ...«-.., , _....,.....,„. . ' -..,�.,„,..,,,..._--.,.,,._.,,... .�.. . . .,., . ... __._ ...................._ V. �. .m�. ........ .>-sr......�w......,....,,. ......,.. ._... . s ... ,..._....1u�.«.,.». 6 .. d... . .a'y9"e+"YM'Y�.9:n4R 6I.kY «.. ........W....� ............... � ......... . . v ' ki`kTNCN»5,"5t1. � !�a�tCR"�. N., �-��--•�� _......_ . ........................_........_ �6 � j'1 w �� C . . y � ................. ............... . . .,:..�. `V ......., � . aPfAH"a 44..9°� "k.C' .. "i .�-" " .R'v. �� �� . p � �"5 . � � . �, - "'^"-._„"-..,.,. �. Yn'A`wlW . � � . � � m � - ....... ........ p . . ........... -r-i�'y�,,,�.�.... �y a e �' . � ...........»..-.: � � " � . ... ,_....».....-_�.»... .,,�,."'._ � � .re . , . - . .. F .F �,.w , ..._.,,.. _ �. , ����..� :����:� .�:�..�. � ���. � .�. � . � � . � t` °�-.. . . , .. �, -�„ G' � � �,�:. .. .> , . _....: �„�,. � �� , � � x__ � _ ,�°" "�. � : .. ° r .. 5 , �' �, � �.W � f . , �. .,_.�,.� RCf� � `� �� � � � Nm. �, � W_...._.. , _�.. ,� ....... _ ..,. � �� � ���`��° � r.�� � .,._„ . ,��...,� .�...a�.,�����.�..�_�.�. �,�., . ,�� � � �: � � � �..wM.�.� ._.__..� ��„w . :;, .. H�_ �� . ,� . � �.. > w .��� .,,�:, � °��ti � �..�_. �� i���� __ .�° � � . .� � .��°.��� � � � �w�� _�.. � ,� � . - � . Y .� .. aA .�. y .. =.� �- _,�� �:� � � ���� �., . �.���, � �� �- :..�. .�.�.... ��, � � � .�.� - ��,...��.�.�.,�.,�.�,..�.�_,�.�.�� � � �. � � _ � �....�,�.� � �¢ }�� ��..�. � �.�..� � �� � � �J . '" � "`�,"'°,." �� fi Jr.. ���,. r'� { . ���� � � ' qti �:�, �"�""w,.,,.� � �.. .� w,,.r''"s � -.:""^ a.a..,.�. ,�.�., �� � �h"�` .",� „a Y' r` .�'.;,.-; r - ( � . � � � .s,�.„_,� �»�, �,��� �� � ���.,a.. ,r' � � � � s � `�.�'���> � a �.»- ,a ,a �` ��a�' �s.�"`�,w„�, w��.,.�,�� �„�'°�.�,��'' �° ' �.� �' J � � �� ��; �R��F����:����"" -- '-�"�� I�;'�� �„�a ..,, .. � � ��� � �� �`��+ �x < r� ��� �� � � � �,� � �.. . M �_,.,�� tap � �� � ,�°� ,� ��� � �� � � �.� ���. .� ww��.... -�_- �... : � � �� �; � ,...�.._.,...... .�.. �. � .� �~ , �.. � �r � ��� .�,�.�m.. _.�_� -�• .�.� .�. .��.,. �. ..�� �� �.n_ �� �� �, ~~.�..�"" .., � �°` mm., ��'� �. �, .e�_.��.. ��� �.� .� . �... ��.�.�, �, : .. � �Y ,��,.� �..�. �...� .�.� � �� � � � � � . � ��� �` .�w . , � ._..� ....... ..,�- � � � s „,.,� � W�.,. .�, � � s ° � ,.�..� � �.. ...�. .�.�. ,,..,w. .,.�.... .�.�.. �., ..,�,,. �=g� � — „�.. .�.w � �� .�. ���rr �?���,� ... � � � , x _-�-- , ,� �` � �., .�,�,� �, �� �'�-� � s;• � � � �. . �V � .,�..m . . � . � .,r� � . r � w�...e ��..�� �� � � ��:� � �- � � ,� � r���� . �� � ,� ��� ��� ��� ����� ���-� ��:� � � �o � _ .._ � a...,. � 18�R�P �il� � m , .�..... � � ..� v� . _� �..�..�. ...� � _ _ � �_ � � � �9 _ �� � 3��-���;� € � ' � . � , � � , ,� ,.�ti�� � � , �� � ..�..���4.��' �. a�. �,� .�. ..�.. !��'�R�� ���� _.��.. m � �/'� ,�' � •� ��-� �.,,, _. ...__ ....� � ,��...... ,,... ��.n �w�. � � � .. •�-�v ,.,.,� � � ..,., w.�., � _�......., .�.,w,._.�..m.�� r .. ���� _._�_ �.�..n�,�_ ��.�._� �..� _..,.� �.... _..: �... .,.. �.�.��.�� �.,�__�... �� .�� � � .�—� w -������� .�� � � ....w._� ._ �..�.�._ _� .� ..� n t� `� � 'f� . . � ` . � . F � �^'"M � . <,,,. .,.:�. ,.. x ge d . .. : . . . � � , � \� e� g� � �{-���Xsc°»�3� � . . � � . � ' . . . . . a. f � �,/". `r �� . �°� � :a����u �4 . . �� � � . . �,� . r, � �t� �. u (/) �' � 15 RCF�-IV = f � � � � � � � SR 2224 � � � � �� � � � � � ,� � �I � �� �� � � � i i � � � � �� � � � � � �`�� ��� ,,� � �{8" RCP-III f �� I$" RCP-III � r �.,�, � � � �' • _ � � � � ��. � �' �� ����x;�:� � � ` � � � '� � � � � � �`` � � ...�_�a�. �ur.w. �,.� �..� a�'' �,�. �._. ,�m.._ ..._� � �,.:� �.�1� 1�CP I�,� �,. �,�. .���, � � 18�C�' 1�1�� 15 RCP iV � � � � �� ��� r .w--�-.__ �, �� �,,�.-----�-.� � .�.�� ,�..�_ .�.� � � .�.. ,.�.0 .. . . ..�.K...� ...� ..�� ..,� .� � �'' .�m... ..� .,.�.. .�.,,�. � � �.�,.:,:::�.�� �.. . :,� �..�� ,� �,� .. �.� �`�. � � � �� .�, .a Q r� � � � � � rv_ .a.�--� � � .� � -�--- � - � ,�.�� ":� ��::.�� ��� � � �� � � �I �".�°w°� °�'"� � �� � �� ���;��{ �� .�� � � � � � ,�� � � �;� � � ���������, ��� r --�.�-,,,;;�;-,�r _-_.���- � wv.,. ,�., �,,� �, ,�,,,,,��. .�. .�.,�- � �;�_.�: �.. � � �_ �' � ����� � � � ..w��..��.� � � � .. �.. _ ...� � �.�. .�� _ �..�, �.�,. W,..�. � .� � � (� ti. r . m... .� �, . � ��� �, �°�` �.. � , „ � � � _ � ,� . .. . �, �, ,r�. '��.��� ; ,� . ��e .�,��� ��s - �� �� � ������� � � � � . . "�. . s. , � �.. ...�� --•. .,...., g� ,�.._:-. . .,,�.,, .� . ....... _ . . . � v,,.�s � ..,_ .. ,� . . -�^c�m' .m:.�..'°�,...�. V ) . . . . � .:�,s. � �,��z�^k ""M M . Y,� �- �_. ......:� � 3,:.. � � � t� �� " m'�° s:"` ^ �"`+.. ,: _ , . . > „ .,.,.�.«:. ..,�� m„�,m.� . . . . W� ,�, . a M �:� w.. . � " � ^""�." .. . . .�_�.... -,... � �M. . � � � � . , � . . . ...., , s��gb� �x.�.:.a.✓.,?� . . .. , ..�..�..�.�..., . �".p . .M . . ..,. . s� .�i � uS,.. . 9 . �,. "._......-.... .. �u�i 1<"' '4q . .i' dw. . .. �. . a .� F d.;....... �� ��,...Cb %^° fi 2�'tS.�. 't'xL'*�.SZ:.s_'i . _„ }�.tiS'tu�d�+4& "&ktiX�z.""G�9��NMkk�ziax ��. . . � � ...'"'re'.• : j � . � . � .....,, �� � , .nwv . . � . =° ::a. '. � x.�..._..i' �,"..i:_-_-��c...,, ,_...«...... . w.-..,...... .. ,✓+�,t „.w„ ....,., �..--`-.'� _ � . �.r+cv . .,. . _. ..,..4,. .. . _ _ � .. � ; �� .�, . � � , �; . � � � � � F .a �, ...� M...... , , � �_ _ _�_,. . .�_._ ;:�� � �.��� �' s ^ - .. �.r� � � ,�._ ��,. --a�.�,� ' , � .. , ,.. , �„ ---t�'. �, : .. ---- �" . ..�. ��_.,.___ "� - __. . ,. � � � - �.� �, "`�--�. _ .�_ .._,_. � �� � , . . u t,� ��.� .. � _�, ,, _w , � �. fi � � � .,. ..,..,,� , : . . �3 .�^ �, �,_. _. . � � , � ..___�. � , y � . � � � _.. �__..�. � �.. ��� , , ,,,::: : __..� --. � _ °. � . .�._,�... .. , , . x. . . .. �° � � � : .,. #, :�, � �� � .r..<w .t, �.;,��,� :m;��,�...m�. ,-..._.�,..,-.-..- ... F � 4 .� �, . . t � , .. . � �v, . � .. � ���..,�, ,.� . �: ,,, y�r � ��. , ; � . ;�. . - � � � � .��.,�. ,� �. �,.� ... .4 � �w� r , . : ���.� ��� . 2�:,�.,. w x .. � �� . . � A , r �..,»�.»�., 'f � - . � x� a � e . � .,»...� �»w .. �S . 'A� � ,a»�,m�,.,..,�„w�. , ��., ,a 3- � „,a ^� w ,..,. , , � � ,� , '� ., . �^w .� �3ei�a��'�6r "� ° z etit.K v� . �.. . , : ��""`m.' . %y w„�. c . .�, s .. s . ., . ��.� , . .s .�,.....,�.,,�..�.w � 2^ .€� . . , �, . .,. . -�., r ..� �'€ J � �"' a �'y . . m.x . . ...,�,.� s . . -M- < �. . . . . „ . . . .. . :: . �, , � _ . �,,;, �` �,„ , .,. , ?. w�.a, .. w..:, � ' �.I �a , ,..s� � , .�,�.,,.,�...°� ,�o' y � �} °� - � . � � � t � �,.«..�w.a., b ..� q g'"4p^'5 5 . i%,, Pg � � .. .(. ...., , . n ,r �} :. m `,r i. ro � ' a f4 rr # a � L " � ,p��� � t5�v � �. R. - � �� ,fi, .: �,,,� �s �'' � �,Y, �:µ., . iN� �Frry /f+r'� .«...... � �o A� G A M -.Yx{� " .A � 5 �Q G _ "f' W y ';+ :�' ..J � "� y..^ ��, t �-� ye'�p, i� � � ��. . � 4... 3. ��¢� p��� ...�.:.....� w...w '.`�.�«'t ""°` a'Ce L�Q3d �6 W tn.�5.r' � F "a�k.� . a '¢ � .��.' x4NF1n p�*�. y� 'g'w � � {. �bry. q�.n� g°`° p�02 . . � 9'" `&. . s v.s� _ �•..,,.,ro... ..:`„�",. %S . ......w !P � . . "".e k� �t:�:.� m.a?:�.xs .�� �"�4.m ew� � r^"�p � � � 5 f::' '"� S e . . . . H��y. 'f eF'3' ,�° ...... . ..�,�.�,.�...�. �,,..y,-,» °�' � � . �, � 6� 'X"' ' ^. SwR aax ,t�ti �Ia �n��., # r� �. �..A� "�. �� " `Wd4,�. �� � �S� R�a � t £�m� . . . � ?�, ry ,.,..�`. °-°�' �° a ,� �.:�, ..., . � �.� ��sa� � �� ,,a �v .� .:: � E', � �. . rr � r �'r� ,,:�. ��9� �&� � m �w ,. � � � r" � . . . . . . "�,� � ��. F� ., � � .Y ° �� �� � � . �; �: r . � ^� .. � �m .r� �� �,� ��.�..��. ,,,�� � � ,� � �' F � ' ,� � ��.� �� �r "m, �b ¢.��� ,� a � ��^^ ,��1 � ��.k �.� ; �,�<., :.�,,. ..,��,� �q�„°1 � "�� �� d.��v.� ��� �' � � a � 4 � f ��� o°"`�,� � aa � � �, � � �,�� � �, ��� �,A ���m��� �.c�,� �,� �a� � � gy �� a �.� ������ ��E ,� � � � �.%,� � � �"� � � � � ° .� $ � ;� � N/F � ",� ``� � � �. � � ` � � � NEUSE CROSSaNC � .,,� _. . �a , � � � ` ' � ��, �� ,� .�.xdmo�«...�.��..� . �t � � � ,..�,.,�a��.��� ,� � ��' �. ������ ���� .�� � � � HOMEOwNERS ASSOC INC �fi��c�� ��._.�..� � ��� � ,�� �,.�.���,�.��KK ��,� �:����� � � � :����:�� . .� � � � ' f �� � � � � ,�,�.���.,�..,.�,,,�,,,,� � �,�,�,.�� .�.,.�„� � � �� � � � . � � � s . ���������� � .,� � � �. � �i� �If' �. � EI�' _ ��� � � � .�� � r � � 1� �. � 18" RCP-III �t� �,�.��, , �����,� "�� � z �� � V �� � n � � � ��i�'� E� �� 3�. � ,��4.�� �,�d�� � � �,����t����,�� ...,.�'' � � C � �� �uw��� �"" '� /�?��I�'- � :�.���:.� .� � � � ; �,���n�n�,.�.x� ��E�� � � � � � �� ������ � UMiTS QF N/F �$ ������� � � �..�...����:�� � � m � � � t� � � �� "'`� � �tt�"'� O1STURBANCE � � ��. ��� �..�..�,......,.... � .�„�, � 1�'"I�:��3 (n �'� � ���` ��°� �SHAUNTE $c COLIN ADAM � � � � Q , � ��, ��'m�� s,��° � � : , � di . � �� � . -�� �� _ �� d �� � �.�, � � � � , .. . I � �� � � � � � � � � ,.� � � �tJ �� �, �� ��.u� ��;-,�� � � �.¢� � ��� ������ �� � �� � � , � � � .� � � � �� �� � � � � � � � � � � ��.���tt��,��:��M.��..� � � � � � � � � � . -� �����.��°�� � � ��:�� �' � , � � , �� � � � , � � �' � �,�' ��� �, � ���.�,� ;�� ���Y �� .,� �� ������ � � � � � � � � N/F � � ����� �� • � �_ .... � ' � �,� � � �,.,�,�' � ��� � g ,� ���.�a ��� � � � . ,.�.��n,,KK,� � � � � ; ��� �u�� ; t_,�����o�.�,�,�� �fi � E}R�'�~��`��= � �f� RONALD W. 8� MAURICE : �� � r . � .:� o N/F �. UFUS S& PAULETTE V ; t' m,� N�F � KRiSTINE SASAK � ODUDU E. UDOH PAMELA r. RAPP OwAN L. BEAUCHEMi T����� ����LCOX �� z� LEGEND o BECOAT �, N/F � � t`, � �'����UNTAIN � � � � � � �j�. — -- — - -- • UMITS DF DISTURBANCE � °�°°°°�� �� �,,.� CHERYLE L JONES � � � � ,�..e.,u�.�_...�..��.�,.N_.�. �.a...�.. �.:.��.....n .��.�.....�.�..�. �.,�.....��.,.�...�.�.,: .�, � � ..�.�._.�....�.... .� � .. �....�...�.�..�..�.�� ...,.....�, c C�NSTRUCTION UMI7" C F — - - �� � .. �.� �� ....�...........�....... .� o (LABELED ON PLANSI �� � � > , .�-- ,�.��".�...".-� R-�..� �..REMOVE SED/MENT BAS/N � � N/F � � � � ���m �� ��k�� NE,4t3 T, �...��fLi:m..t7�,.�.4, .�,. �. ._,...�.,...�... _.�.�.�w �,wn.d.�ww � ��. � � ..�...�w...w .�.,�._�w ��.��,�.� �~� �. ,���� ,..�...� �.. �..._�..~.�. �.� � �'� ��'` ¢ � ��� �f't�'� �� � SK/MMER BASIN TEMPORARY DNERSION TD�►- TD �'' PA�RiCK KELLY & � � � ��R�� � � � ����Yr ��� � � WITH BAFFLES DITCH � � a� �,�„� `�� ��� �� ���w�� r ...,w �o� . . ry .. �.w�_ ,.w.��.,.µ.� � ...............� ..........�� ,_.���. �� .,� �. � �,.....�.......k_ w:.�.��.,�.. r�..�.�ry,� ........._.�.. _.....:..R�..,.� �. �.. _�. .�.�,� ...�. _ � MARY �ETH GREEN � �� � � ��,. � ,�..� �.�... , . � .���.,�„ w�.�..,�:,�� � �g �� * ��� �� � � ��� `�` �,�.����',�� � ROCK INLET SED/MENT � °� �.°`" ���' ,� .�.� 4� ��;������ � � � �� � TEMPORARY SILT FENCE TRAP,TYPE C �� ��`� ���",���"����-��nz���..��_ � � � �'" �, ,� ��.. ���,� ��:�����, ° � TEMPORARY ROCK SILT TEMPORARY ROCK SILT ` � �" `� �" � ���� �, ��� � ���� . ��� � �� �: �' ���� co �r���������°. ���,� � I �� r� CHECK,TYPE A WITH PAM CHECK.TYPE A � '`� � „�~ � � -� g f '� p ;�`` ,�-' °�,�° � � �� � �� �°� �� � �� r'�� f '� s '►. ,.,, °�r���4� ��� `�a e��� : s: . `°" o ,�.° °.�`�.-,-`',,'�„� �� �� ' `� ;;�- ° -� "-Y~� � �� � SPECIAL SEDlMENT CONTROL TEMPORARY ROCK S/LT , �,�f ��`� �� ' � ����.�������� � � � � �� FENC� � �� � �� �NECK TYPE �B �� � � � � � � � ���` � ���� ���� .�������������� � � � � � � � . ,:;'> ���w�� �� � „�,- � ��� b � ,, .�- ���' �� ,��� � : � TEMP4RARY GRAVEL ROCK PIPE INLET SEDIMENT ��°%'� ° CONSTRUCTION ENTRANCE TRAP, TYPE A °°°� x�°� �� � � ° � �-',�° � �, � TREE PROTECTION � �� �' � IMPERVlOUS D/KE ....� TPF .�,� �, � F � �°���° � ����.���¢����������x � THIS SHEET REPRESENTS THE CQNSTRUCTIQN , DO N4T CUT TREE O WATTLE �,,�-���� `�`� �� PHASE OF THE PROJECT. SEE SHEET EC 2 � �� � �� ,,��� � � FOR THE CLEARING AND GRUBBING PHASE. ��r�� PREPARED IN TME OFFICE OF: ��,�i����t���� � ��,�� CAR �,,�� PROJECTe �°,,.... / �� .• , F j ' •'f'q'. ' N� ���ENSE #F_o,a2 E R O S I O N C O N T R O L �;� � �"-�'�. ' 2.0 0 4.o M I T C H E L L M I L L R OAD W I D EN I N G 4 REV. No.e REVISION� DATE: DRAWN BY: CHECKED BYs P.O. BOX 33088 ' ■`• : � This document, 1'Oge1'h9t' with the COhCe ts and desi ns i tzt��eiGH, NORTH CAROLINA 27636 � : 0331b7 ; CV p g presented herein� as an instrument of 5er���e, 5 P LAN S H E E T : .•� •: � intended oni for the s ecific ur, ose and cilent for which it was re ored. Reuse of and im ro er PHONE: (919)677-2000 �� �F ����: •� Y P P P, P P P p �i '•N� r H��:•• .` � reliance on this document without written authorization and adoptton by Kimley-Horn and Associates, Inc. C 2014 ���'�'q �""'��� C�'���, JOB NUMBER: SHEET NUMBER: \ Copyr�ight 1Kimley-Hobn t nd Associates.nlnc., � 20s� ciates, Inc. O ,���i�+uiiu i��� 0 I 1063059 EC�-g � C �, 4 � � � � 0 � L � 4 � � � - � � ,� N/F WAKE HIGH MEADOWS HOMEOwNERS ASSOC ;' V � � _ :, �•� (f; "' --.-:,; . �, ��Y ;��;��.0 . ; �g. � ' + ��3�� ��4�� � � �� � �`��� ��� ��'� �:k"„„rv..� � � �� ��� '�„ N. � �.. � �,y Q �" ����; ������� ��. i � ���� � � �: � A:�� � � .� .�; � U � � �,�ou.� t ��p�lE � � �° C �� ST � DE 2� 8 � �� � �� , �� � � � � �(,�i REV. No.: REVIS�ONs DATE: DRAWN BYs CHECKEd BY: NThis document, together with the co�cepts and designs presented herein, as an tnstrument of service, is � intended only for .the specific purpose and citent for which it was prepared. Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Associate.s, Inc. � shall be without liabtiity to Kimley-Horn and Associates� Inc. Copyright Kimiey-Horn and Associates, Inc.. 2014 � m��.�j�x�a...�. ���' � ��X�� / �� � �f — �` — — � ��� �.� � � � 3 � � °�a �;�' �, �v ���� ��. ����� � �� � �� �� ������ � � �� ���v g�, ��� � � ; � { � �����d�e�,����,�.,��„ �. �.� �M1����� ����������� � ������.� : ���r�� ��.��� � � � � � � � �.��.��� a� � � �.� .�. ,.,�, x ��� i ,� � °�� � � _.. a � � � � � � �� � � � � � �� � � � � � ��� � � � � a� � � Y ������'�� � � ��� � �� � � , & �.r�,,�,���,�� � � � � N/F '" JOSE OLOVERIO & VICTORIA MENDOZA ������ ��� �� �����n.������a. w�. �������.��:,� �� ������ �� � ¢��,� � � � �� �P �,.�� .��� PREPARED IN THE OFFICE OF: CwARI.OT TE PARKER ��.�..�„�..�.a,�� �.._.��, �.. N/F�.�� N/F _ SUSAN W. CRUMPLER LISA R. NOLEN .�. ._�_�____ �i�°""� ����°�`� ■ � NC LICENSE #F-0102. PA. BOX 33U6$ RALEIGH, NORTH CAROLINA 27636 PHqNE: (918) 677-2000 CU2014 � SKIMMER BASIN WITH BAFFLES TEMPORARY SILT FENCE TEMPORARY ROCK SILT CHECK,TYPE A Wrl"H PAM SPECIAL SEDIMENT CONTROL FENCE TEMPQRARY GRAVEL CONSTRUCTION ENTRANCE IMPERVlOUS DIKE � NOT CfIT TREE � � � .� __..._� � � NiF � WAKE HIGH MEADOMIS � H4�EOwNERS aSSOC � � � __� 0 R4ADWAY P�LAN SHEET M 0� �L Z ! tl/lT'!'� /1� ILHDCLCtI U!Y t-LHlVJJ TEMPORARY DIVERSION DlTCH ROCK INLET SEDIMENT TRAP, TYPE C TEMPORARY ROCK SILT CHECK, TYPE A TEMPORAf?Y ROCK SILT CHECK, TYPE 8 ROCK PIPE INLET SEDIMENT TRAP, TYPE A TREE PROTECTION WATTLE TD�►- TD TPF � PROJECT: ALL CONSTRUCTION TO BE iN ACCORDANCE WITH A�L CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. CITY OF RALEIGH Ali Construction must be in accordance with all Local, State, and Federal Ru1es and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY BUTTQNS & BOwS PRESCH04L � � � � � � � � $� � ` ' � —15' RCP-lil � � j��' �V � �..ww.�M�,m;��;.� � �,� '�=������s.o,, j , , `. ,`�t Cu ���� "�" �� ���s��., ���. � c�'.-tt� � O �� � �� "��� � ��� r �a��� v �y� � W � � � � � THIS SHEET REPRESENTS THE CC)NSTRUCTIQN PHASE OF THE PROJECT. SEE SHEET EC-3 FOR THE CLEARING AND GRUBBING PHASE. � • � � ' � ' � � C' � �� JOB NUMBER: Q I 1063Q59 SHEET NUMBER: - EC— 10 u . O► � � � � � O y L � O � �i , � _ � � 4 � M O ` �,,U 3 8 � � � � � � C �_J N/F = TRI & TAMMY H. DOAN ( \..J � , 1"� W W � _ � . ��"�, . . `� � „,�� _ � a--�-�--�`e` ' ��rves ____�� _.�._ W � �`�� a� RB�CE � � �� � �� �� � �,�-,�._. , , �- __.�_.,__ . .. �{ �° } -.�e r v , �` � � ��, � � � ���"`� �.. � '� �. .w.�..,_a. , � .P __.__.. _ . ..,�,��.,. �.�.ww..� � 3 � ..I.�'s'`¢C�P" �I ���"�� ,�.�.�_,..w...� �w�.w.���, „� _...�.�.,�.,...,,,,.u,,���,��,,,, � {g��gr g�E ff,.P�.�.�°�����° ,� �:a��. 8t�6^ e��# n ' 39'4��� � �"' I �\��+ � ..� .�w �•�;, \ ��� �x . � � � � ,..__, _.....—_.. (./) � .....�����E:�� ��� � °��� I`.��� `� � �� J u �� � ���:�� . x�:� � � �,�:xM �.;�-�. �:a,� ��---����� �( j�.wxY;� �.' '�r{.,t nr;� � � � � ,�,�,„a:=� �'`��� �� e,r . —�..+.�:, . . =il'i��iiiii�iiY�� W �� ��.�� ��,�.._.. � � � ���'�� � 1 �.:��` � � J � ��� ��" � � � .� °� VRF d� 3 v� �. � Q � N/F NOLA H. LEE ._.._ .. . ...._.Y..�. ,� � sK3{€� � i�s� �',-�I� � � ��=xM���� ��.� �� �����i'?m" . :i�_a.»±�w� �4,J''�:,�' ..k..«C �� *�'„� ,�,�',�-°—�,".�,',� s•-�,s... �x - � �:,.<.�� ���-.�a�� �vB�.��'�,.a�°^,15� 1 � ♦ .. 1 . �� / I E �T 5 N �.� � 0 5 E � ����` �' S � � ` � � � � °� � ��� � �� 4 A ,, �� �� �°E f � � � � � � , �° ;�� � �� � � � �.� ° ; .,,.Yg—' � � ��� �.��� � �=��q � � �� E � ��� p/� `/ _ �� R I � � i : � ;�� -�,.�� � � ` � � `'�`t,*J'�. ... '$� R\rP�) Y . . . � - � � � � � � k�` fr P � � �p3� �'. � �n .- �,r'f� �� �� �%`��5� x p� �� f� �-£ M AT t� , _ ��� A� �� ,��p'# ���a, �.�� �'�� ����� c� � f�18 �R IV � � ,� � ,� � � ,n� � � ��,� � 2� � � ►� � ��'LEE N/F `�� � � ������.� �'' � . �� ° �� �4 ��� wAK R ��� �.� �� ��� � °�` `.� {� '� � � � E C OSS ROADS i t% F{ ^$ �f WP w 3...�4.�.F`L � a...'°4' . . . f°a�$.w�2' � 9 i -. �� � �. ° � ,a+'� k BAPTIST CHURCH INC �' ��,� � �� �i = n � � � �, m � � ..,i. � �� t NST TEAIP�?A�' � �� � � � � � � � � � �� '� � � �� ��� �LT �,�NCE A�ONG�'" �'i � : , < , . . ��� e, � ; L II � � '., � ��� � . ;� � . �� � � � ..�, �. n �,.� �{ a'°�� o� �$ �� S �'z �' ; �'� f � � �� � � ., �'�. .�,., . m � �� �r''' f ( ` „ ., .... � .�,� � �^" 9 �� � �'�k ���� $�"�` � t �� �- � �' `�� � ° tr..J . �, a 3 . s � . �, � . � . 4� a- � � .. 3 . " � . e � '! � �) � .e � � � � � . ��� ,,r,;,.,-, . � � " � � � �j � '� - � ��. . ,`� � +�� "�� �� � � �` ,.�� � � � � � �: �� � � � � � 15� CSP � �� � � � _ .�., � .�„u � � ' �<b � � z� �°�,� �i�`YELBOWS `�r��a 24" RCP I ����° �.�� � ` �����-� �����.- � ��.� � � �. � � � �,` 15" �CP-�1� ���� � � �� ������� �`� ;`� _ �rT � .Ci�: �;-� � � d � � � ��.... � ,y ,. . �, ��� - , „„ 4��. �' a�m'� � � ty. ����z . �.� `" � . �a��' .� P , �� �,��� f ;�. .... ,., ;, . � , � � � ' �° t �.t� ,da';�a�vi�:� �: ��E� � ; �, � ., a .. � , �, r �_ ����� � ��� 5 P IW� � . �� �,.._ ._��Ww����� �w� ,.�. �:���.���� �_�� �.�"���'�-"�.�. `` ��y....-�` `��� �� . --� v Y... � . ... .._ , � w _ . ° � � .,,.�.��€.��� � _..�.._w �...�- � �_�_.�. .�. „,�«� �, � � °� � � _° .�� . � , "�^"�'�a; �'":�,�'. �-= �.�_�':_ - - ���*�' F .. � V � . ��� ��� �� � �� � �� � �„o,�.�..���: �.� . �.w... .�.�-.. ����' ,�. ��� .� ���;� °�,� � � �„� � '�����'� �,< - �.. ..� ..�. ..�.. ��°''�� .�..._ _,.P.A. �..� �,,�� �. �R ��� �,�;� � ° � ,�`a� "�,� �.��� ��a� ,� � ���.� '�°��:���+.�. .��m. .�....�.. �..� �.,e.�„•� ��� �°-� �- �� �' �� k <�� 7 .�u��� ro,����� .�'��„��. ���;�, � ���� ���.��,���.�,µ.. _ ,���..,�.�.����..� ....... ,..� � �..,;.�. .�. `"> �� W �� � „�..�.�@�� .,�., - �� ��' . �,...._ .,... �, �_, ,. _ ... � « � y =�;��`"� �`�� ,�� ����--�"�"t��� ..,m,vm .��..x��.�..� � <� � �� �.�•�. �, ` -...�r ti„� . � . � , '��� 724 �� '" 24' RCP-IV 36' RCP-I ���``�" `#'�: _ �,�.... ,..�. . � „_ ....... �r��.�!� ..,� ...��� �� � ,�„„, w. ....,.., ,,._ _._._ __ . ........ ....... !'.�. .�... , "°e;� �, 3`,�, ��s. ���� "". q�s��,i#.� 'Ii �ra w+°'*� �',8'fik��'a�:"��a+�9¢d�::�.."m:'..'.'.. - ��«✓3�731- �....... .38'da�°�S»'�3Wa4w�.a ...� •k� • , "� .�..«...«�«««.�.«.....,. � � �..l..w.�.,..--...... ........�... .�.......,. �_�� ��„�"s�.�; w���� a�„ ��`�&..:;�"-���;��.�^ M ,.,.�.�..� �'°� . _ _._. ��y,;:.� .n,...r�,��____ �... � . $�;�„,�� ��,..�,..�__�.���..,� .�� .�,..,��.�,-`'.��„���.,�l��d W `�.�..�....,..�..�,�..,.�.��.��"�...,.�`"' °-�..�,�h ��'�. � . � �� � w i�• Rc�=iv � �w � r . -�"'�� 15' CP-IV �``- � r ` �r.�r.,, � a ��r,� °:r,�, s �m^�.�,,:�. ,�a�s:�a .' � . ,�..� ...,. . .,,,_,.��,�'.�v� 'tL.. �d:., �,« .,.a„n. x � � . . .. � . .. � � � ���� � ��� ` ,.,_......w � . .-�� d"`l.w:., m�a. .� - ., ....��_ � ::�_ . ._._,...� _ �>s;: . �_ _ � �. � �., .,� .__ �� rc _...._._�.�_,�-�- ..w,. �n «�,....�,�, -. � �� �� � � „ ,� � � ' � � ��,� ,��� � „�, � ���� �� `�� �� � � � ������ � �� ���-�`��.-��--���-��-7 �� '� ��' z�.��° �� . �, � �����"��3�'� ..� � � �y �,� � ��� �`°� �� ������ . .......�o._���. �° � �� �� �'' :� lNST T MPORARY �r�EAIENT fTY7�1 G � � �C������ ��� � � 4p,q,` � ������� ������ �� � �, � � ��° �� MfiS OF � � ������._� � �� ° � � ° . � �� ���,� � � lS7URBANCE ��������`�°� �� ���� ��S°�� ��-� � 5��1'�"�G?'� ����;:�� ��.l��'�'��Y 5��'�� ��C���' Y ����� � � � :���' � ��"����° ��4� � ���x�6' ��� = �5� �I� �i��3 S� €�d? - ?��t�n°��` ��� �� ��) _ ���'���' �Ft�� i�! �f�� ��� ��s� f�� t��i" - ����?��' 4�d��' ��1�` = �3Z���' ��t� i�3 = � �� � � �h�� �� � � � � ��4E���. ��-� S�-� ��P�1�`��� ����'� �.��'�'T��°� S��'F�i �S-� �`�� � ��(.�?& �"�� � ���� € �� ���ii ��Y �� * �.�'� E�� �� {��� m ������� #��s� �� = ����E�g `��� = ��� ��� ��� �� ��� = ����,��i ��� ��� � ��.�as�g tr�;� �� � �� ��� � ��� ��`�' = ���.��� is`�� ��€T = �����`�,��� ���� ���'� ��g���(��g�T��s�`�°��^���.����� ��°�g^5g�#�`��Y}� �[�q�`�� ' Ep@3E °' €� ]andA'� - k'4�„"� """ �'"M'�et�4F ' ICd � �{� ��� � ����'� � ` ��� �t� � ������3g C� lE�i� �� t�3 = ���A:��' �i��� �EJ� = �����7F 1�� �i3T = 2� ����' � �;�����s���'�` ����� �j ���3 ���� ��-� ��-� n �������� ��� ����� ����� �� � �� ����� �� � �� ����?�� .� ��� = ���»��� ���' � ���.�j� ��� � ���_��$� ��a� ° ���.�� f $ V 3��' �� � �����`�'� ° �?�� E�3 - ���.���" ���� �� � ���e��� ��� �� � ����3�$ � � ' ��� ���a ^' ���w��a 8 ��� ��� ^ ���n��� i��� �� i °' �s�i�.��} ��� ���' '" ���ro��r . /C �� � �� 1 � / �� %��� ��� ������ ���� �� �1 ��� � �� Y . �!' ��1 � �"� �°`e �� � � .� ��1' � ��� 42" F � ° ��-� ��-� ���� ���� LEGEND y ������"��� ��� ���C°T���3 ��� �l?������ ��� ������ ����� L "�`�� m �€�����' �'"�3� = 2���� �' E �P = ������� `��� � ������� �y ��� �� = ���Fs�� ��� �� ���� = ���M��� �r�� u� ��� � ������� ��� �� ��� � ���,��g � _ _... , F UMrI"S OF D/STURBANeE --- _ . c - ���° ���� =� ������� ��� E� ��� = ������$ 3�� �� ��� � ������E ��� �� ���� � ������# CONSTRUCTION UMIT � ��� ��� = ������$ ��� �t�� ����� ��,����� ���� ����� � ���r��e (LABELED ON PLANSI �r�� ��� ���� = ���8��� �ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TEMPORAf�Y DNERSION TD�►- TD GTY OF RALEIGH AND/OR NCDOT STANDARDS AND SK/MMER BAS/N ��Cy � SPECI�ICATIONS. W1TN BAFFLES � ROCK INLET SEDIMENT � ~ CI� C�F RALEI�H TEMPORARY SILT FENCE TRAP,TYPE C � . . . . . . . . . �J � TEMPORARY ROCK SILT TEMPORARY ROCK SILT ro AI1 Construcfion must be in accordance with all Local, CHECK,TYPE A WITH PAM � CHECK,TYPE A � c� State� and Federal Rules and Regulations. � TRANSPORTATION SERVICES ° SPECIAL SEDIMENT C�NTROL TEMPORARY �'OCK SILT , 3 PUB�IC UTII�ITIES FENCE � CHECK,TYPE B $ sTORMwA�R TEMPORARY GRAVEL ROCK PIPE INLET SEDIMENT P�ANN�N� CONSTRUCTION ENTRAIVCE TRAP,TYPE A � � � �� � � � � � � � FIRE IMPE�IOUS DIKE � TREE PROTECTION TPF URBAN FoRESTRY D0 NOT CUT TREE � WA7%�LE � �1�i REV. No.a REVfSION: DATEs �RAWN BYs CHECKEO BYa N� This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client fior which it was prepared. Reuse ofi and improper � reliance on thts document without written authorization and adoption by Kimfey-Horn and Associates, Inc. � shall be without lia6ility to Kimley-Horn and Assoctates, Inc. Copyright Ktmley-Horn and Associates, Inc.. 2014 PREPARED IN THE OFFICE QF: ' EROSION CONTROL NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NoRTM �ARO��NA 27�6 P LAN �S H E E T PHONE: (919) 677-2000 C�2�,4 `'• --'''� �� ,;� %.�- .� � i . .i�% „� ,.r/�. ., d!�/ � �-� � --.+rt��� . �.R� 1�/'�' ���'/ .��� _.i $� � �s�. �,�.�=� _,... i' �� � ;,, ���:iir���►�.,r�e���-���� � ',� � :�.■��a��N .�i�cu�.r� , ��`= ,,�� �' � � . �� ., � �� : �.� ,. � � � _ � -��. �� � � � : :� "1�:�"'°1:�, v ,i r° v ��• � . �, r � . ,, . ,�.�� . ..... ..�.�.- :, ^.,: :.�.: � u��, , i � ; � ���0.e � �; , - ���� � � .�. .� __.�. �� �,�� .:�. � ,�-_ ,.�� o � � d � � ��� �"'`,�'�`�� � . �� � ..., �.;, '.��, ��::, � �, �� . , _ . � e_"".� � dr x S �� � $ ! �;:,. � p-0�� rf�„"'r�"��d� � r,�""r'� � r . . �� � � . `^� . . � �1 � �r �".. � �� ,� . . � � , . �. �' � � ` .�.�..,,�. °�° � �> � ����, �. � ����� �, � _e. . .� � . ..�, ��` � �� ;� �cv ��a��`� #� \ � �������3��:� � "� P' �� �"s �r;��°°' ` <� ae�°` ....., ��,. ro�.� ._.�. �_�� 'p" `� '�[� � � . h��� `��� �� � ` � �„�n��.m.�e:� � � �4`a 4,'i. . , �"..�."' .� . F==� .. ..,..., ...,. m�'R 3 .,�.. .. R „,,,„ „� � 1 � . . ° '"�tiz �. °x � �g � �„�,; r.� �.� � '�x t .� �"� �'�a�^" gP� � �"' ,,,.� #�'��'� ,..��..�,� �m�E�� �..a'' .. �.a,.`3"'�+�." �.,w�� va.�� J - . . � � ` ° � � ,,� ���� � � � � ���� ������- � �������° �_ �-��=�-�°'� k , ' �§���µ �� � � �� �;.��, �p �� � �� � .���� � � � � �„ q; �p��. � , �,+a,�: �§ °�,� ,� .,._�>...,, „�.�; � �». . :.�„� _ � � ��. � �S" �_� .,�.�w� o �-- � ""'°�'a Ln�` " .d 3'+` / � � - i- ��� �.g. �". ��� ;� �e..n G i'.. /"' � �i C . � ��-� _� . ��;� � � � � � � � � � �� ,� � ��1 ; ���4 ��„�-�, �� B�g��- �� r�,w�� .��`° �,�:� `� � � ��. �.. �� ` �.'����a.d���� ,��'��,�� ..��-- "��„ „.�r'. ,.�`� � l � ., .`mw. � � r �'�.. � e � � . . � � ��„ s�" „m' �,.�� � s � ��.�' �," c� �_ � f � 4 ,✓� „yy . �� mp.�� a�g t �,..� . +.� `.� "'°� . � ..�, ...� �ww u� - z�« :S���G ��«.,�,• �,��«�� � . � �: � � f� �,�, �tl � w - � � , �'C� j� � 8 ' � � ��� � , � � �� ��� "�" ,.� � ,.-�°" � s � � � � �° � � � ��.� �"�3 �T���i, �F�'' � ��,,, 4 fi� � � ���s v �� w"'"� �� ��w'° � ar�� T �'y ���� � � ?°���°� �3`�`€� �a`�`r�� `"'� � ��:�i � �� �`� �_�� ,� . ,,,� ��F ����� °�`���� —.,� �,�+� �3 �"`�"sR �' � . ���„.��+� � � 4 f, 5. �';3� .,,.•." a � � ' � � \ hn .A� �� �.« . . �-s°�` ✓��m `� / p ���€����� � � � ` .,�� � � ��,�' � �9 ��� =�����!$ � � -�,�� � �rr ,a� �,n„�«�" � } � � ��� '" � ` � � � �e �� i�- 4 � � � � � �� ����° ` � � � � � � w E CROSSROADS � � � ��- `� �� � - "� OMMONS LLC � ��� �``' 3 `� � `` � � � '� �,. F ��� � �� ��o. a �. � � 4 n:�: �� � � � � V a �� � 2 � � ����-�,�� ��. ���. ��u �� . �, �_ `� � � � � .� r�A9 S YT' C Y ��"ww. �� "'^i3�`'��� ��� ""�� ��1 � � � . . . a�t i � �" '� � �'� � r, � _� � s � � '�' ,�c,�,�"�� . r�� ,�°�� � ��iF`� �' �# ���=���?��� -�9,�"a , ��� ���."�-F'x"'re� �^ �� * ��._ _,.,_..__.�.�..,�, +� � ���' _^ `.������� �'E� . : ��'"�°''�� � � �� - � �� � �, � � .�..,.. ,. � � �� � �� � � �� �� �—° ,�...��� �, ��,. � � �,� x.., ;»���� � "� _• � � . � V � �� � � � �• "���� ' � �� � � � � � ���'��w�„� �', 1� �� �� �� �� �, .� _ � . �'��€�� �������°.;� ��� n � � � � � $���� �, '°� ����1�� ����'���� �,, �`�,'�° C, � � �, �,� ��� �� � ��e�'�����a� �� �.�� ' _�, �°� � � � �S�P��.��������� �'"'� � � � ,� � � ""��� �� , '��j , ���g��'�:. ���� �� „a ""� p � � ,•.-5 � `°��,'�° -,,� �,�""�„��� °ka�ti�� ����, '�� a,� `�,`� � � � `� ��°. �`� ��° � � ���' � �;� �� �' ��'� � � � � � �� ���� �� ,�" � � � �� �". �������"� `° � � . � �- `"`"» :�� �: T Al 0��0 ��?UCTION���� a,a , � � � � ��x °� `� �' � �.�e� �~�~�`" `� � ��t��/+��� CQ��, RE7E,�,�� � ��' ���` �� �� � � � � � � �' � �� � �� � °�'�� v�'K .�"" ��� � ���� � ��� � '� "���` `�� �. �s�- �����a �, .�^ �' � q � �°1, r ``,� y��'`` `� �'�� �� " � � � � � � �,� � � �«� sr.,,», ,�� �.. � �� �� ��, � �,� � ,�� ,�=�� � �'��° ° �� �`.� ���..�: 3p�� ���.��'�} �a ..� ��� � . � s ���:,�*"�`� � � ���'��,� ���=&�� ���a ����"� ��s���'?� � a � � � �z ��� �,. � � �, � � � � �� � � �� �. �� �� � Q � �„'� � � � W���� 36" R —Ill � � � � � ����� � ` �"�@;��� ��° ��y � \S �' � �....`k�_. . �� � ,�a, k� ¢� , �� ����'��,�'�.5�"�$�+�"� '�'� � yV a�, _ �.lt� �� � °�� .� .. _ Q � �.�,+ � § �?" .�.s � �,�°� w � � ��o � �,� �� �,� ��� °',�� . �� �� � �� �.,�� � � �� ��� �� � a .uy�^' y �, 2� �ya%� ` � � i 2. i FA yC W�' � A »� �'f« �a � � � `�." ", , �, � •�' �,�� � � �"�°� ��.� � � l�'��,� � w�q, ��� �������s� �� ��.�'i��4�� � , ` � �. .` � � �. �r � �� � �5��� . . � � N � � �y t �n � ��� "O �� � �'�i��� �i4, � ����� �, � � � . �,� � �� �„ �' , � �����?"� ��� ?, ��.� � � � �. � � � `� ,�°'�°° � '�;� �� ��� � � � �, � � ,� Q 's � 5y@p � �4. � �� � . �� �r ��F� $ � � �� �� � ` � ��� � �� � `4 IGH �. ����r �� ���� �� � � ���"� � ��� � �� �� . �5 � «� � �� � r�a� � � � ��.,�v �`� � � � ��m � � .� � � � � ���� � � � �� � �� � � � ��� � �� � � �` `�� �� ��. '� � � `�` � � � � �� � � �� �� ��� � � �� � � �� . � .�" . 9q� �"Ms.,,� ti �?�g,, .+" a ��` � "p• T"" "�\�° 4�+ ° �� �fi� ��s��.�� �'}• � � � � �° � �� ���' ��� `���� � � � ���s���� � � °°'s s �` �� � �� � � ��� ��; � � � � ��,�<,� � �.�� °��:�� ��, � �;��,.�N 1� �� � � � � �'�°�.�� ��� � �� ¢ .,� �" �""' �� ���3����° '�� ro ������� „��, � ����� � ��� �, � �� ° �� � �d��� N/F �'��� � � �a � �"� �s�` � SABRINA CROOM�� �,������ ��� � � � DAMON L. PARKE ���g� � '������ � � � � �"� �, � �'� "�'�,�';� � � �� � � � ���� � � �� � ��� , � � �, � 4� TH1S SHEET REPRESENTS THE CONSTRUCTIQN PHASE 4F THE PROJECT. SEE SHEET EC-5 FOR THE CLEARING AN:D GRUBBING PHASE. ����������nr.,�,� PROJECT: �, �� Q �� .... ,� /yi�� ♦� `�,: �F S $ /� ., 9 �� �_�� �= 2.0 0 4.o MITGHELL MILL RUAD WIDENING .. . .+ .. . � + " 033187 � " � ; � •• : : � � �� s � : . . . � '�N� �`�,..' •' ���1 ✓ � • .. J � .. �� ��I� ���S �.' `',; ��, JOB NUMBER: O I I O C 3O 'rJ 9 SHEET NUMBER: . E C— I Z �UH� �r J r❑ 0 N I W !-- W � W � O � � �r� �I � � � � � v � A H. LEE / ti� � � �� � � ��� � ,�, � � ��� � _ ;r � €E � . � � � � � R� � � � � § 1. � � � �} � � WAKE CR�SSROADS COM�IONS LLC y�.�,m wrrsenem�+sX,�xM � y.n✓�""� ���s ` ���M�� w�������� �,��°""� � � � � �;�.�"����;�����'����� °�'"""���°�', e � �, ��„� ��' �""„�'"'° ° � A� �"� ��� � �� "" ��°�� a � � �����.��1���'° '� �,��`;,� ��ra � �� =�:' i, ALL CONSTRUCTION TO BE IN ACCORDANCE WI7H AL� ��°� ����'t � w�� � � CITY OF RALEIGH AND/OR NCDOT STANDARDS AND ��"����� ���������°�`� �'� �° � SPECIFICATIONS. �,���,,,�°����`�����,�,,,�dM� "`�,,, � �� � � - � � CITY OF RALEIGH °' �� � �v Ail Construction must be in accordance with all Local, ����"�"��� ����� � ��� �z ������° co State, and Federal Rules and Regulations. ��A� ��� �������� pTRANSPORTATION SERVICES ���� ��� � ������fi � 3 PUB�IC UTILITIES 8 STORMWATER � , g �,�:,� ������.� �.�,.,���_-�,:� n��.�.�����,.���m,�. ,� ,�,� ��������..� �.�.���..�����.�.�.,�;� ��.���„�..��, �,� tp � � ,�.�.,� �� �� � � �.� � N/F ,�,°=� ,�� N/F � ���., NOLA H. L.EE NOLA H. LEE � � ����ad,���. � � � ���������.� � N/F � � � .. . . NOLA H. LEE � � � N/F � � ���.��:. ����� � � . ���..� � �, NOLA H. E � 4 � � � � �,��� ��,�..��,�,� � � . . � � � � � �._�,...� � � � � �� � ���� � _ ���� � � �.� �� � �� ��� �� �� � ��o-�` �4� ����� ������ � PLANNING � FIRE WAKE CROSSROADS COMMONS LLC URBAN FORESTRY . . . � . p u �+w.aa}.v+.urdursm,cxmw.�:...aw.nmr.�x.�ee.aw_w.xw�kem ++.x�.cw.x. � � �. � � � _ � �� � � �,����:�_,���„� WAKE CROSSROADS COMMONS tLC f �� ��.�.� �� � $� �.�.. � ���� �.a,� � �_�p������.����� � �� � � �� � � ��� ...,�..,.�.,,w..�.����.,,�„�� �a ��.�,..�,� z .4 � ��� � � � N/F �� ��; � MI?CHELL HILL ��'�� DEVELOPMENTS LLC �� � �� ��� � W � � � � � ��.�.a � v.�������—�,��������� �������.����� � � �� �`°�� � � ������.�.�.Y��w...����n,�..� ��.��_�.w�.w����.��.,�� PREPARED tN THE OFFICE OF: ■ 1i REV. No.: REVI510N: DATE: DRAWN BYa CHECKED BYa � � This document, togethsr with the concspts and designs presented herein. as an instrument of servfce, is \ intended only for the specific purpose and client for whtch it was prepared. Reuse of and improper � reliance on this document without written authorization and adoption by Ktmley-Horn and Associates, Inc. � shail be without liability to Kimley-Horn and Associates, Inc. Copyright Kimley-H�rn and Associates, Inc., 2014 NC LlCENSE #F-0702 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 02014 CONSTRUCTION UMIT SKIMMER BASIN WITH BAFFLES TEMPORARY SfLT FENCE TEMPQRARY f?OCK SILT CHECK, TYPE A WITH PAM SPECIAL SEDIMENT CONTROL FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IMPERVIOUS DIKE DO NOT CUT TREE LEGEND C � ,—�-�--� � — _ — � ER4SIQN CONTROL PLAN SHEET �� ��, � � � � � �$� �� � �� �� �� �� � �� .� „�.,...,. n���e-.�... � —>.•�..� � ��. ���= ���a��J'� - - �.,:�""" . ..�f .,. ��� � � ��� � � - ��� . � � � � � � � � � 3 � � X � � � � ,�� �,���„g��.�, ��...,� � ��� � � � � � �� � � � � � �� � � �° � � �� � � � � � �� � �� � �� � � � � � � �� ��, � � � � � � �� � � °,`�� � � �� � � �� � � � � � gg� � � � �� �� ���������r� ���� �� � ��,��������R�� �gp �°��g',,w� � �T� �°�w�,,,� L.& P � »»,�«..,..�, a.,,�„�,,, � k�' . .. �.,�"'� . � � � g � � ��,:.s"S��` i44" . 3 � � �. ,�""°. � ���'�°.."" � � . � . . � R. .. �,»n,,:., � ��..,..«...�._ "� ,.� „, �r �..a^": wy � � �� ,���„` � ���': �€�� "��Zh����� ..�»�., .�., ....«..oi's�"t� ��v� ����� �� a�'e��"--d���� ��� �ti � , :-������b��£ . ����,µ,,,,�+""°,� . .. z�: � � ,�;���..'�� .._..' �c—� � °� „.T. �,. .,....��.�.�.�„�� .. ���� ... ,.. � �,�.....�_v.m...,,., ..�.«� � . . ��. t�'��� ��;_�"��,r � �t��fi �� ����I�° .. �..........� m. ,.�... �,-� °' � � � � �.� � �F _mm..,�,�.��_,..�.,�_., ...� ..., �°.�°�`_,��. . � °��� �,� ..n�� ro�. ..�,.�,.�' �..y �.�.�°.. �°� ;.� � _.�.� � ,�. � �`�. �'„���.:�., ���-2����� _ ._.,.�._,�._._.....,._..m�..���`���'� �'�� -� �� ��'�° �'� �' ��_ ���� � �.� .W,. ..�.. ,. .�,.�.� ,� ,�.��_ .�. ..... .���,..�..� � m �a�..��.,. .,.� �� � � � � �� � � .�...,. .�....,.,,.,�„ .,....�.m�,.� ,�.....�...,, ...��_ ; ��€��° ��'� � � �� � � �°� � � UMITS OF DISTURBANCF — - - �LABELED ON PLANS) TEMPORARY ONERSI�N TD—�-- TD D/TCH ROCK INLET SEDIMENT � TRAP, TYPE C TEMPORARY ROCK S1LT � GHECK, TYPE A TEMPORARY ROCK SILT , CHECK, 7�'PE B ROCK P1PE INLET SEDIMENT � TRAP,7YPE A �°� 0 TREE PROTECTION TPF THIS SHEET REPRESENTS THE C4NSTRUCTION WATTLE � PHASE OF THE PROJECT. SEE SHEET EC-b F4R THE CLEARING AND GRUBBING PHASE. ��������CA�p i��� PROJECT: ����'F:�S5� `�'l'-9�'•, ��° "-��: � 2.0 0 4.o MITCHELL MILL `RUAD WIDENING ' � SEAL `� : : � � � ; 033167 ; � 't : :,FN� r ���,�,:� ��. �I���f�s �,. � eP,,��,, JOB NUMBER: SHEET NUMBER: _ �i����r���,►N 0 I! 063059 EC- 13 ■ � � u CONSTRUCTION UM/T SKJMMER BASIN W1TH BAFFLES TEMPORAf?Y SILT FENCE TEMPORARY ROCK SILT CHECK, TYPE A WITH PAM SPECIAL SEDIMENT CONTROL FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IMPERVIOUS DIKE DO NOT CUT TREE LEGEND e F A--�-�� � � � a � � � .� :� ,� 0 0 � 0 � �A�� CONSTRUCTION TO BE IN ACCORDANCE WITH ALL � CITY OF RALEIGH ANDfOR NCDOT STANDARDS AND � SPECIFICATIONS. � -� � CITY UF RALEIGH � All Construction must be in accordance with all Local, State, and Federol Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILlTIES STORM WATER PLANNING FIRE URBAN FORESTRY UMITS OF DISTURBANCE l LABELED ON PLANSi TEMPORARY DIVERSION DITCH ROCK INLET SEDIMENT TRAP, TYPE C TEMPORARY ROCK S1LT CHECK, TYPE A TEMPORARY ROCK SILT CHECK, TYPE B ROCK PlPE 1NLET SEDIMENT TRAP, TYPE A TREE PRQTECTION WATTLE L _ _=s- t � : .1..,.,.�.,1, .... ..... .... ,�:: . '�`': ..r��:. N/� wAKE CRQSS ROADS BAPTIST CHURCH INC � REV. No.s REVISION: DATEs DRAWN BY: CHECKED BYs NThis document, toqether with the concepts and designs presented herein, as an instrument of service,. is \ intended only for the specifTc 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 Associates� Inc. � sha11 be without liability to Kimley-Horn and Associates, inc. Copyright Kimley-Horn and Associates, Inc., 2014 � � h �; � �� � ��:�`�". ��� �..��� � � � � � � �. � ��� `������ ������.� � ���t�,. ��� ��� �� � ���'�� �'�� �� ��� �� I������ �� d ``�'� ��r���'��"� ���� ��� � �� ������ � v,� �.,� �� � ��r `� �L � � � ?a� � �� � UM/TS OF �: � �� D/STURBANCE � � � �'�� 0 �� '��,� ��� �� . �� � � � � �a �� � u.,..�� �;; m,� � ������ � } a{5� �5 If 9 S I �'0d SPEC/AL LATERAL 'V' D/TCH �-°�' `��" WtIH PSRM ,� �� 15" RCP-IV .� �.� � ��� � �`" `��' � 4"t � �" � ��� ���` �� ` �► �� ����� ��� � ��� �"" ��;,�``° ,;���' 1 ��� � L� � � � � �` € ��� � � �� �'� � �K��`�'°�~,`� � ,� �� � � f'�� � �:� �. �� �������� .� ���� �� :� � � � r� �8� � ��� � � � � � � � � � �� �� �� � ��� � �� ��� � � � ,�� � � �� f �� � 4 � �� � � � �� � p � � r UM/TS OF DISTURBANCE wAKE CROSS ROADS BAPTIST CHURCH INC ��� �� ���,�� ��,��'� �F�� ����`�.� a�a����"���' ������ '��3� � "�°�s:����$' ���"� � ���'s z�� . �k�� ��� = �������° �?�'�� i�:� �- ��.s�p��:i� IC�� �a�"� - ���„�i�° �P�"�x n����' "��3�an��' ��w-�a �,��� � ���•-`� �i1��� "���N ��� �t�P����'�"�`�°�P� ��� ������"�����€ ���� T��"' �`������ � ��' � � ��� �$�� ��"��� =� ������^�' 3��� ��� — ��� �_�� ��'� ��� �����.��i�� I��"�" ��� `�'.�"�` ��� ��Y�� �s��;7' �;. ��,�4���° ��?� ��n�� ��������' �?�� 3��r�" x?�S'�`�,�:�� ���..�s � �—� �a?�5�� f ;�+�� �'�� �<��`�� ,���¢� `��•��F ,��s� ��� "�'€2�g ��� ���"' ����� ��35 �.�� 1�'' ��9'�� ��Fa� ��� ��'� ���� � ���m��� � ����AL� � � ���.�M.���` w.,�� �.n����� INSTALC TEAI�A�?Y WATTCES "�� �������w $ AT 50' SPAGIMG ITYP! ���� ��"`�'"� � �����Y�� � ��� ���������u�,.� . � � � � � � � - _ ° -����� � . . . . . � �� � � � �� � . �� �� �°���'"� �'���� � � ���.,������ � . � N/F � HERBERT & ABlGAIL H. JQNES ��..�.� � �� � �� � � � s�I � k� � , � � ' � � � � � f �����z 3 # � � � ��� �� `� �� ��� ��. �� �� � ��� � �.�� �" ,��r r ' � ��~'"� � �� � � �� � � N'" � 24" RCP—ill I• � � ,!{ �� °�� � �� � � �� � �� � � � �� � � �` �.� � f� � � � . , � � `� � �` � SPEC/AL LATERAL 'V` OITCH �„�,.� � �" WiTH � PSRA� � � � m.....� �����, . .�� �,���.�� �' � �' �� ; �"� �¢ lNSTALL RaCK S/LT '�'�� f � � � � � � � �°_ �.�� ; � � � � .� CHECK,TYPE A CTYPI � �I ��� � �� � � �=� � � � � °� � � . ��.� � � � a , � � . � � 3 �� u � � � � . -��r � � s�= �� �� E � a�g � � � �_ �� � �� �� F x )� *�a � � � � �, �, ���, . ' �, f / 7 . �."`°s� �..r � � � � � . �'m � �P � � � � �. � � � � � �, 9 ,� . � �f� �"� t� � � �� � �s� � � �� �� � f" a #� �., ,r��� 5 ��w. �;��� ������� � � � ���. � � � � � �a �� � � f � � ,,. � RCP—IV � ' � � � , ' '� .a 18" RCP—IV ����� a T CH Ll NE -Y9 - ST A l5 �-5� SEE SHEET EC -l2 MA PREPARED IN THE OFFICE OF: • NC LICENSE #F-0102. � P.O. BOX 33068 RALEIGH, NORTH GAROLINA 27B36 PHONE: (919) 677-2000 C�2014 N/F N4LA H. LEE EROSION CtJNTROL PLAN SHEET l5 tt?D � � � � � ! • �� ■ �■ oMo a z THIS SHEET REPRESENTS THE CONSTRUCTION PHASE QF THE PROJECT. SEE SHEET EC-7 FOR THE CLEARING AND GRUBBING PHASE. PROJECT: MITCHELL MILL ROAD WIDENING )B NUMBER: SHEET NUMBER: 0 I 1063059 EC— 14