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HomeMy WebLinkAbout20161220 Ver 1_401 Application_20161212t;, 7'ransportatinn PAT McCFtQRY Governar NICHOLAS J. TEI'�1NYSON secrerary December 12, 2016 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN Subject Dear Sir: Mr. Steve Kichefski NCDOT Coordinator Application for Section 404 General Permit 31 and Section 401 Water Quality Certification for the proposed Geometric Safety Improvements on I-85/iJS 321 Interchange in Gaston County, Federal Aid Project No. IMF-85- 1(113)17, Division 12, TIP No. I-5000, Debit $570 from WBS 41153.1.1. The North Carolina Department of Transportation (NCDOT) proposes to realign the I-85 / US 321 Interchange to improve traffic flow along the I-85 corridor, improve the connection between the main east-west and north-south routes in the county, and to eliminate safety deficiencies. As a result of the project, there will be 652 linear feet of permanent stream impacts, 0.10 acre (396 linear feet) of temporary stream impacts, and 0.09 acre of permanent wetland impact. Of the 652 linear feet of permanent stream impacts, 335 linear feet are considered "Loss of Waters of the U.S." Please see enclosed copies of the Pre-Construction Notification (PCN), DMS acceptance letter, stormwater management plan, permit drawings and design plans for the above-referenced project. The Programmatic Categorical Exclusion (PCE) was completed on May 18, 2015 and distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of February 21, 2017 and a review date of January 3, 2017. �Nathing Compares� State of North Carolina � Department of Transportation I PDEA-Natural Environment Section 1020 Birch Ridge Drive, 27610 � 159A Mail Service Center I Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-5785 F A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http•//connect ncdot�ov/resources/Environmental/Pa�es/default.aspx, under Quick Links. Permit Applications. If you have any questions or need additional information, please call Bill Barrett at (919)707-6103. Sincerely, � �� Philip S. Harris, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List �oFWarF9Q Office Use Only: i � o � Corps action ID no. i,. , i Q Y DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 198200031 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 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: Geometric Safety Improvements to Interchange on I-85/US 321. 2b. County: Gaston 2c. Nearest municipality / town: Gastonia 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state I-5000 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6103 3g. Fax no.: (919) 212-5785 3h. Email address: wabarrett@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgenUConsultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): notapplicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.283294 Longitude: - 81.186768 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 22.6 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to UT to Long Creek (locally known as Highland Creek) proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Catawba 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The area is primarily Urban. Existing land use in the study area is primarily large-lot single-family residential. The area south of the interchange is largely comprised of the Highland neighborhood. The area north of the interchange is primarily commercial and industrial, with large parcels of vacant land targeted for development by local landowners. 3b. List the total estimated acreage of all existing wetlands on the property: 0.09 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 4,425 3d. Explain the purpose of the proposed project: The purpose of the project is to improve the traffic flow along the I-85 corridor, improve the connection between the main east-west and north-south routes in the county and to eliminate safety deficiencies. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves realignment of the interchange by constructing new Ramps A and D, removing a portion of Loop B and removing Loop C. Standard road building equipment, such as trucks, dozers, hydrauulic excavator, and cranes will be used. Site 1: An existing 3@ 8'X9' RCBC will be extended on the north side (downstream) to accommodate new Ramp A. Sedimient removal will occur immediately downstream of the existing RCBC at Site 1 to allow for the extension of the RCBC. Sediment removal will also be conducted immediately downstream of the RCBC extension to provide proper outletting (i.e. to not have a sediment wall at the outlet of the RCBC extension). Two-foot sills will be installed on the middle and right barrels of the existing RCBC and the RCBC extension to direct stream flow through the left-most barrell (see Detail 23). The re-alignment of the stream is considered "Loss of Waters of the U.S." due to the loss of existing stream bed. Channel improvements, consisitng of the creation of a floodplain bench, along with bank stabilization, will be constructed on each end of the RCBC. Sediment removed from the stream will not be placed back in to the stream. Site 2: A wetland (WA) will be filled as a result of the fill slope associated with the construction of Ramp A. Site 3: An existing bridge (Rankin Lake Road bridge) that narrows the width of UT to Long Creek (acts as a pinch point and causes sediment accumulation upstream) will be removed and the adjacent embankment will be graded to match natural overbank topography. Rankin Lake Road will no longer be a through-road. Bank stabilization will be installed at the former bridge location, and repair of any existing adjacent armored channel banks will be conducted. On the upstream side of the bridge location, an existing log will be removed, and non-native rock located on the downstream side of the bridge location will be removed. Both of these actions were discussed at the April 7, 2016, field meeting and were determined to be needed to enhance stream transport function. Sites 4: Bank stabilization will be installed where a stormwater ditch will enter UT to Long Creek, as part of the creation of a pedestrian trail, to minimize erosion. Site 5: A new 3@ 8'X10' RCBC will be constructed where new Ramp D will be crossing UT to Long Creek. Channel improvements will occur on both ends of the RCBC to improve channel conditions. At the upstream and downstream ends of the RCBC, a 2-foot sill and floodplain bench will be created at each of the two outer barrels to direct natural stream flow through the center barrel (see Detail 22). Channel improvements, consistinig of the creation of a floodplain bench, along with bank stabilization, will be constructed on each end of the RCBC. Site 6: A new 24'X9' CONSPAN (or equivalent structure) will be constructed in UT to Long Creek where Bulb Avenue will be extended to Marietta Street, crossing UT to Long Creek. Bank stabilization will be installed at the inlet and outlet ends of the structure to minimize erosion. Sites 7, 8, and 9: Bank stabilization will be installed at these three locations where stormwater ditches will enter UT to Long Creek, associated with the re-configureation of Marietta Street (SR 2278), to minimize erosion. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? COmmentS: USACE JD (Action ID 2010-0033) dated April 8, 2010, expired April 8, 2015. � Yes ❑ No ❑ Unknown NCDWR verification letter dated October 8, 2009. For updated PJD, a site visit with Agency personnel (USACE and NCDWR) was conducted on May 22, 2016, as part of the C-5600G and I-5719 site visit, as there is overlap with the I-5719 project. A PJD package was submitted electronically to USACE on 12-6-2016. 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: Environmental Sciences, Inc Name (If knOw►1): Jeff Harbour (for updated PJD; 5/22/2016 site visit) Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A PJD package was submitted electronically to USACE on December 6, 2016. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): � Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem ora T Site 2� P❑ T Fill Choose One ❑ Yes � Corps 0.09 � No ❑ DWQ 2g. Total wetland impacts 0.09 Permanent 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or lurisdiction stream (linear feet) Permanent (P) or intermitte (Corps - 404, width Temporary (T) nt (INT)? ��o� oQ, (feet) other Site 1� P❑ T 3@ s'x1o' RCBC UT to Long Creek � PER � Corps 108 Extension ❑ INT ❑ DWQ Sediment � PER � Corps Site 1� P❑ T removal / channel UT to Long Creek 138 improvement ❑ INT ❑ DWQ Associated with � PER � Corps 23 Site 1❑ P� T channel UT to Long Creek improvement ❑ INT ❑ DWQ (<0.01 ac.) Site 3� P❑ T Bank stabilization UT to Long Creek � PER � Corps 59 ❑ INT ❑ DWQ Bank � PER � Corps 136 Site 3❑ P� T stabilization; log UT to Long Creek & rock removal ❑ INT ❑ DWQ (0.03 ac.) Site 4� P❑ T Bank stabilization UT to Long Creek � PER � Corps 10 ❑ INT ❑ DWQ Site 4❑ P� T Bank stabilization UT to Long Creek � PER � Corps 10 ❑ INT ❑ DWQ (<0.01 ac.) Site 5� P❑ T 3@ s'x�o' RCBC UT to Long Creek � PER � Corps 89 ❑ INT ❑ DWQ Associated w/ � PER � Co�ps Site 5� P❑ T channel UT to Long Creek 127 improvement ❑ INT ❑ DWQ Associated w/ � PER � Corps 10 Site 5❑ P� T channei UT to Long Creek improvement ❑ INT ❑ DWQ (<0.01 ac.) Site 6❑ P� T 24'xs' CONSPAN UT to Long Creek � PER � Corps 164 (or equivalent) ❑ INT ❑ DWQ Site 6� P❑ T Bank stabilization UT to Long Creek � PER � Corps 9� ❑ INT ❑ DWQ Site 6❑ P� T Bank stabilization UT to Long Creek � PER � Corps 23 ❑ INT ❑ DWQ (<0.01 ac.) Site 7� P❑ T Bank stabilization UT to Long Creek � PER � Corps 10 ❑ INT ❑ DWQ Site 7❑ P� T Bank stabilization UT to Long Creek � PER � Corps 10 ❑ INT ❑ DWQ (<0.01 ac.) Site 8� P❑ T Bank stabilization UT to Long Creek � PER � Corps 10 ❑ INT ❑ DWQ Site 8❑ P� T Bank stabilization UT to Long Creek � PER � Corps 10 ❑ INT ❑ DWQ (<0.01 ac.) Site 9� P❑ T Bank stabilization UT to Long Creek � PER � Corps 10 ❑ INT ❑ DWQ Site 9❑ P� T Bank stabilization UT to Long Creek � PER � Corps 10 ❑ INT ❑ DWQ (<0.01 ac.) 652 Perm 3h. Total stream and tributary impacts 396 Temp (0.10 ac.) 3i. Comments: • Of the total of 652 If of permanent stream impacts, 335 If are considered "Loss of Waters of the U.S.", which includes the length of the RCBC extension at Site 1; the length of channel improvement at Site 1, as channel bed will be lost with the realignment of the stream; and the length of the RCBC at Site 5. • The channel improvements at Site 5 are not considered to be "loss of Waters of the U.S.", as the dimensions of the stream channel will not change, and the Merger Team considered the action to be an improvement to stream function. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flo Flooded Filled Excavated ode Filled Excavated Flooded d P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list ali buffer im acts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? 61 ❑P❑T ❑Yes ❑ No 62 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. All opportunities for treatment were utilized, primarily in the form of preformed scour holes (PSH) and using riprap at pipe outlets to provide energy disspiation and encourage diffuse flow (Sites 7& 9) before reaching jurisdictional stream. Current Avoiodance & Minimization Design guidance (dated April 2012) was used in designing culverts. New location culverts and culvert extensions were designed with sills/floodplain benches to maintain buried culvert depths and promote stable crossings and for roadsice ditches entering them. Culverts are to be backfilled with native material. Where necessary, storm drain outlets were tied into proposed culverts to prevent erosion of the existing stream. Limiting paved shoulders maximizes vegetation conveyance. Incorporating vegetation into the drainage system throughout the project reduces flow velocity while also reducing sedimentation and promoting filtration and infiltration. Planning minimization efforts included alignment of the pedestrian trail to avoid jurisdictional streams as much as possible. During the Planning Phase, the preferred alternative tightened the curvature of Ramp D and removed proposed Ramp DD which lessened the impacts to UT to Long Creek (known locally as Hlghland Creek). The existing bridge on Rankin Lake Road (Site 3) will be removed and the natural floodplain restored. This will also help re-establish proper sediment flow in UT to Long Creek. At Site 1, the roadside drainage, initially designed to be in a ditch, has been designed to be maintined in a 36-inich pipe to avoid infiltration of potentially contaminated groundwater associated with the nearby landfill. At Site 5, UT to Long Creek was daylighted as much as possible which minimized the culvert length and impact to UT to Long Creek. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices (BMPs) will be utilized during construction to reduce stormwater impacts to receiving streams due to erosion and runoff. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State � Yes ❑ No If no, expl8111: NOTE: NCDOT does not propose mitigation for the bank stabilization impacts, as it does not require fill in the stream bed and therefore, under Section 404 of the Clean Water Act, does not constitute Loss of Waters of the U.S. and is not subject to compensatory mitigation. Furthermore, the proposed bank stabilization is needed to prevent erosion and sedimentation by preventing bank destabilization 2a. Does the project require Compensatory Mitigation for and thereby minimizing impacts to the environment. impacts to Waters of the U.S. or Waters of the State? Additionally, in a December 2, 2016, phone meeting with Steve Kachefski, it was determined that the permanent stream impacts for "channel improvements" at Site 5, and the log removal and non-native rock removal at Site 3, will not require mitigation, as stream function will be enhanced. Mitigation will be provided for the permanent stream impacts resulting from the installation of the RCBC Extension at Site 1 and the RCBC installation at Site 5, and for the wetland im act at Site 2. 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 10 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: 335 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: 0.09 acre 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. see Section D.2.a for breakdown of mitigation requirements. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 11 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: If required from 1a, see attached buffer permit drawings. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater 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 N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A 12 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)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this interchange project, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 13 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? USFWS website and NCDOT species surveys. A 4(d) Memo for NLEB was submitted to USFWS on December 6, 2016, and also provided to USACE. The latest surveys for Schweinitz's sunflower and Dwarf-flowered heartleaf were conducted on October 9, 2015 and April 28, 2016, respectively. No individuals of either species were identified, resulting in No Effect Biological Conclusions for both. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps � Philip S. Harris, P.E., C.P.M. - --- I z— � z— 201�i Applicant/Agent's Printed Name � Date plicant/Agent's Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 14 Mitigation Services ENVIRONMEMTAI �UALITY PAT MCCRORY c�,;��,�»�,� DONALD It. �1� N DER VAART .��<'Cft t4t�l � December 5, 2016 Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: I-5000, I-85 / US 321 Geometric Safety Improvements to Existing Interchange, Gaston County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and riparian wetland mitigation for the subject project. Based on the information supplied by you on December 5, 2016, the impacts are located in CU 03050102 of the Catawba River basin in the Southern Piedmont (CP) Eco-Region, and are as follows: Stream and Wetlands � Impacts � *Some of the stream River CU Eco- Basin Location Region Cold Catawba i 03050102 j SP Stream Cool Warm 0 335.0 Wetlands �P$�8n Non- Coastal Riparian Marsh 0.09 may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. DMS commits to implementing sufficient compensatory stream and riparian wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. 8420. If you have any questions or need additional information, please contact Beth Harmon at 919-707- Sincerely, � James . Stanfill Credit Management Supervisor cc: Mr. Steve Kichefski, USACE — Asheville Regulatvry Field Office Ms. Amy Chapman, NCDWR File: I-5000 State of North Carolina Environtnental Quality � Mitigation Services 1b52 Mai] Setvice Center � 217 W. Iones Street, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T Hi }l�.ti'� North Carolina Department of Transportation ,�� �Stort�wa�er , ' „��,,.,�,., Highway Stormwater Program � ,_��., STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: I-5000 County(ies): Gaston Page 1 of 2 General Project Information WBS Element: TIP Number: I-5000 Project Type: Roadway Relocation Date: 11/20/2016 NCDOT Contact: Bill Zerman, P.E. Contractor / Designer: Dan Robisnon, P.E. Address: NCDOT Hydraulics Address: Kimley-Horn 1000 Birch Ridge Road 3001 Weston Parkway Raleigh, NC 27610 Cary, NC 27513 Phone: 919-707-6709 Phone: 919-677-2178 Email: bzerman@ncdot.gov Email: dan.robinson@kimley-horn.com City/Town: Gastonia Count ies : Gaston River Basin(s): Catawba CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.644 Miles Surrounding Land Use: Urban Proposed Project Existing Site Project Built-Upon Area (ac.) 22.6 ac. 19.9 ac. Typical Cross Section Description: Along I-85: 3@ 12' wide lanes with concrete barrier median and shoulder section. Along I-85: 3@ 12' wide lanes with concrete barrier median and shoulder section with Along US 321: 2'-6" gutter replacement as well as additional concrete islands and varying sideslopes. Along US 321: 2@ 12' lanes with concrete islands and dedicated intersection reconfiguration for new ramp terminals. turn lanes. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 59,100 Year: 2035 Existing: 49,544 Year: 2015 General Project Narrative: All opporunities for treatment were utilized, primarily in the form of performed scour holes at three locations (see page 2 of 2 of Stormwater Management Plan) and using rip rap (Description of Minimization of Water at pipe outlets to provide energy dissipation and encourage diffuse flow (Site 7& 9) before reaching the jurisdictional stream. Culvert Avoidance and Minimization Design Quality Impacts) Guidance (dated April 2012) was used in designing culverts. New location culverts and culvert extensions were designed with sills/floodplain benches to maintain buried culvert depths and promote stable crossings and for roadside ditches entering the stream. Culverts are backfilled with native materials. Where necessary, some storm drain outlets were tied into proposed culverts to prevent erosion of the existing stream. Limiting paved shoulders maximized vegetative conveyance. Incorporating vegetated swales into the drainage system throughout the project reduces flow velocity while also promoting natural sedimentation, filtration, and infiltration of stormwater drainage. Planning minimum measures included alignment of Trail to avoid JS as much as possible. At Site 8, using a grass lined ditch provides some treatment before water enters the JS. During the planning phase, the preferred alternative tightened the curvature of Ramp D and removed Ramp DD which lessened the impact to Highland Creek. The existing bridge on Rankin Lake Road (Site 3) will be removed and the natural floodplain restored. At Site 5, the stream was daylighted as much as possible which minimized the culvert length and impacts to the stream. Waterbody Information Surface Water Body (1): Long Creek (Tributary L-8 Unclassified) NCDWR Stream Index No.: 11-129-16-(4) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: biolo ical im airment Aquatic T&E S ecies? No Comments: NRTR Stream ID: F13SE5 Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) .� �,,, �'� Hi�hW�� North Carolina Department of Transportation Stormwa�r Hi hwa Stormwater Pro ram ���"':� ,,, c.,«,� J Y J STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: I-5000 County(ies): Gaston Page 2 of 2 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Projects) Water Body Type Riprap Type (ac) Structure (in) (cfs) (fps) Buffer Rules? 5 -RPA- 20+24 (RT) (1)Long PSH Class 'B' 0.8 Pipe 15 3.3 1.4 N/A 352845242,-81.1869893 Creek 5 -RPD- 28+10 (RT) (1)Long PSH Class 'B' 1.1 Pipe 18 4.4 1.5 N/A 35.2849308,-81.1869559 Creek 5 -RPD- 31+41 (RT) (1)Long PSH Class'B' 0.9 Pipe 18 3.0 1.3 N/A 352858934,-81.1867079 Creek Additional Comments � Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � � P�epored in t� Oifice of: NYDRt1 ULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2015 = 49,sa4 DIVISION OF HIGHWAYS 50 25 0 50 700 1000 Birch Ridge Dr., Raleigh NC, Z76l0 Y90R9'F8 ADT 2035 = 59,100 LENGTH ROADWAY TIP PROJECT I-5000 = 0.644 MILES oF c.�,� K = � O % 2012 STANDARD SPECTFICATIONS �� ��� PLANS D= 55 /o TOTAL LENGTH TIP PROJECT I-5000 = 0.644 MILES ��E � � 0 SIGNA7'L/RE: 50 25 0 50 700 T= 12 %* RIGHT OF WAY DATE: Jqson Moore. PE � o rno�vcr r.xc�xr:r•R ROADWAY DESIGN � � V= 50 MPH August 21, 2075 ENGINEER PROFILE (HORIZONTAL) * TTST =8 DUAL =4 A�� °�� t0 5 0 to 2p FUNC CLASS = LETTING DATE: Brvan Key, PE �l �� 4�p��� PRINCIPAL ARTERIAL February 21, 2017 �Ro�ccr oesrcN ExcrxErx PROFILE (VERTICAL) REGIONAL TIER r�' SlGNATL"RE: N z 0 > K DETAIL 13 GRADING DETAIVBANK STABIIIZATION SCALE: 1" = 20' PLAN PROFILE . \ � I I \ ' / / . � / / ' / / / �� � 3:1,� E TOP 0 i � ��i�� � �. i � �� BA� �' �, � ;,i; � � .I �, ' ,' ,i � i ,� � �"'� �'�� Q � � PROP FLOODPLAIN ~ =50' � ;a.� , EX AVATE ROAD�AY EMBANKMENT EXIST�NG RIaGE ��� � FIL AND GRADE TO MATCH EXISTING � � �// OV RBANK TOPOGRAPHY AS SHO�yN XlK l L C T R I �qpPROXIMATEDEPT; ��� _� �' � � � � ���� � � , / � �� ��� � . / � ����� i � � // � � o LASS IIRIP RAP l ���,i ��\ , i� -----------'� -' ''A llRlP RAP � ST 45 TONS � / � /%�/'�"> � � � �, � � � � � , H l Y ) EST 50 SY GEO � � ��"� � i i, /' Xl TI RTI � EL= 705A' � � !'� ��' %� !i�� ��Q � i � � � P P R l � � � �� �� / ��� ���� � � � TREAM B � K SLOPE / /%�� !/ ��� /,�� �,q� -�, ., � ,� � , 3:l � I APPROX. l5:lJ / PR X. 1.5a1 � �f/� �� F �O � ; � _ � ATCH EXISTING � CLASS II RIP RAP '4O ,A %�PrRAP / E5T 150 TONS Xl TI TR 5T AM BANK SLOP ) 2/' EL.= 697.0' L.= � EST 160 SY GEO �ST PR P R l � - APPROX.L5:1 STREAM BA K SLOPE XISTING BRIDGE �Y (MATCH XISTING APPROX.lS:II TO BE REMOVED r -" � � , � �+�i- STREA�BANK SLOPE) �� ' ; ��� ( � / , � ���/' ' �. 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(l'� DETAIL 14 UTILITY ACCESS ROAD (Hoeeo s�o�nl 7��16 � ra si�e � Geo.e�:ie TYPeofLiner- Clas ARip-Rop 0=1' FROM STA 15 ���� 00 TO STA. 17 �:- 47 -ftPO- (ftn DETA�L 27 IATERAI 6ASE DRCFi �Nono s�oml b Nmueai Fo� t - fi c.o��a d ne�` o °o e< '"�^. soo� GFOTE%?LE g Min. D- I.5 F. Mox. d= 1.5 F. �wna, a is - e.o' B- 2.0 fi. Typo o{ i.rnar= Ckss I Rip-Rcp 6= 5.0 R. FROM STA.17+00 TO $TA.18+09 -RPA- (RT� DETAIL 2 TOE PROTECTION �No:+o s��b7 00. R�.t P!UR<t �'��,'��0. StOPE vxouNo d f cEoiExn� d= t.0 R. 7ype oi �ner. Qass 'B' Rip-Rap FROM STA. 12-00 TO S7A. 17+00 -RPM (RT� DETAII 11 SPECIAL LATERAL DITCM wrHINGE (�+mro Swkl G�ov,d � Run� � 9.� � b� qrt'n Sbpe 6.0' i-- Min. D= I.0 F1. FROM STA. 56+00 TO STA. 63+00 -L- (RTJ FROM STA. 63 :-00 TO STA. 65 �t 50 -L- (RTj DEfAiL 20 srecv�i urew.i �v� otrcn � Nm io s�aiol fi0 DETAIL 21 2'� �e LO'"' $TANDAkD BASE DITCH Gro��d �) p F n � I No� �„ s�lol d v.�d N..:u.� Gao�o.i6e M D 1.5 F1. Groo� D 1� .o�- TYPo of une�- Goss ,B, Pop-Rop M. d :.0 F:. Min. D. 2,0 R � fROM STA 17 �. 33 TO STA. 18 ��� %2 -TRAIb (lT� 9- 3A r+- FROM STA 36+00 TO STA_ 36-85 -TRAit- (lT pROM STA. 3.+25 TO STA. 34eS0 -TRAII- (RT) FROM $TA. 36+85 TO $TA. 37+>0 -TRtJL- �li� DETAIL 28 DANK STAe1LIZATION �Noi.� umm� ex�sr GROI/N� _ ,� 1ir� STRUCTURE �'/TH EIX1AL OR BErTER f�l�yC�LUDIH C FQOT NGl AND'6' �IITERED INLET HEAO�ACL � m;;1;�� � '^ ;i� \ i - "2LYCLA55 /lRIP RAP - - mP� TO£X ST �ETOP OF BANK I�`�-_,�I F/LTER FABRIC f5lAPE V�IABLEI ��q"CHAIyNEL �'/OTH ACOIyG CULVERr FACE STA- 7.2 �, 3d -Y3- �LTJ, STA. Z2 +� 34 -Y3- (RT) DEl'All 3 DETAIL 4 LATERAL BASE DITCH LATERAL'V' DITCtI ( Nol �a Swk� � Nor �o S<de) � f �QP I �' urol Grvvnd :1 3'� i„F�. Fy d D � "hi. Slopo Min. D= 2.0 Fi. �rp„ F°Hs� D Geoi=s�dc g Mox. d= 7.25 FI- ShouWu. Min. De i.5 f.. Bm 3.0 Ft b > 2.0 FI. b > 5.0 F�. T of tinar= Cbss 1 Ri Ro FROM STA 21 -� 50 TO STA, 24 +00 -RP0. (LT) PROM STA.78-30 TO STA. 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I � �0 �m�� � I ��=:; � i �� r� � r � � / F I1 � Sf �s � DENOTES TEMPORARY � - ��J1 'I I I .r � I � " \ 1 - �MPACTS IN SURFAGE WATER � 45t z � � � � l� , , � �� �,s � � QD �� I 7I� �.. � m��� � \\ � �ENOTES IMPACTS iN � � � �I �� �� F � i� Sf i SURFACE WA7ER � �� �6-iSV4 �Y_� � � � ' ' i \ o , � 0'6 ��i�1TPC4NOPr , I I / i � , � / � ' ls�� 5f � � � . FOR -Yl- PROFILE SEE SHEE7S lD & ll � �I KHvATIJANKILLf , � , � �3 � ' i� � �i/ -,' � �a� rg ��s� F04R DRPA-�PROFLELSEEESNEE7E�2-F u�ia. I �� � � I � \ FDR -RPD- PROFKE SEE Sh'EE75 /3 & l4 I � � O PROP..(�IONOLl7HlC ISLAND y� � I � �,^ FOR -TRAIL- PROFILE SEE SHEET l5 fa \ � � N Z � N i � S TE 5- CU�VERT UNDER -RPD- 200 50 00 50 0 50 00 50 6 � O APPROXIMATE NINSEL � AND y�SEL ON DATE OF c�i in�irv in� �� �ni�� _ �nn n. 200 SCALE - - 1I - - - - - _ _ _ � � _ - - - - - - - - - - -u !� CL OF CH,4/�/NEL � INV. = 693.0' PROIECT REFERENCE NO. SHEEi NO. 1-5000 WW SHEET NO. ROADWAY DESIGN FIYDRAULICS ENGINEER ENGINEER 1N�OIvYPLE E PLAN� DO NOT UBIE FOA /� W ACRlII9ITION PRELI1kYIIN RY PL.�NB DO NOT USE FO CONSTRUQ;TION PERMIT DRAWING SHEET 8 OF 75 N Z 0 N � 350 740 730 �� 720 70 �� 700 690 S TE - CU�VERT EXTENS ON 300 250 200 50 00 50 0 50 00 50 200 PROIECT REFERENCE NO. SHEEi NO. 1-5000 WW SHEET NO. ROADWAY DESIGN FIYDRAULICS ENGINEER ENGINEER 1N�OIvYPLE E PLAN� DO NOT UBIE FOA /� W ACRlII9ITION PRELI1kYIIN RY PL.�NB DO NOT USE FO CONSTRUQ;TION PERMIT DRAWING SHEET 9 OF 15 __ . __ -___--- --__ � sra 46fi9 -�- , ��I-i-i,-i,-i -i i-�i -- -- � � STA 16f58 -RPA- il , GRADE POINT ELEV = 735.15' - EXISTING 3 c� 8' X 9' RCBC, SKEVy = 5/` �i - - - -" - - - - - ' ' - � I I PROPOSED 3 C� 8' X 9' EXTENSION _ , � I DOVyNSTREAM Vi�ITH S/LLS AT EXISTING �, r � I I , � � � UPSTREAM END AND PROPOSED ! � ` DOVVNSTREAM CULVERT END . � SCALE ,� - �� - /" = 50' H ' J _ I �� �„ _ l0' V � , , � , , � . , , , , -' ' TlE TO EXISTING CULVERT � - � .� AND BEGIN EXTENSION � � ,' i PARALLEL TO EXISTING ` ; i �' CULVERT �� ii , � � � ` i , � , �� � � PROPOSED � ' ��PROJECTED SEDIMENT LEVEL ` �- -- � - ,� AFTER PROPOSED CHANNEL EX�q� T ON �� ' EXCAVATION AND CULVERT WITHIN ` . �� EXTENSION EXISTING �� - 2� NORMAL TO -RPA- �' Q100 y�SEL = 703.98' CULVERT `� - �(2.9:1 ALONG CULVERT) --� Q50 �ySEL = 703e1' � � �` _ �--� � TOP OF BANK RIGHT �-------'----------- 45' � �� ----�� ---- �., , ------------------------- ------------- � ��" �-�� _. ,. . , � , , - , ._ � - -� ...-=...:�- ... - - - - _ -- -__ --------- .......... _ ,- � ---- ..._ --- - - ----,-------------------------------------------------------- - - - = _ ......... . � - - - - ... ..... ........ .. ................... --------------------------- ............:.............................................................................................................�__............----------�---�----..................--�---�---------..........-------....................:-.:-.:..-25:. .--•� --------��";._..,..... ......0 ��TOP OF BANK LEFT -_ --�----------------------> ---------------------- --' ,� '24"(EL=695.01 CLOF CHANNEL � - - - - - - - - - -----.--_ ::-_ -_ _-_ -_ _-_ -_ --------------------------- ----------------------------------------- -------- - - --- '- - - - - - - - - - - - -- - - - - -/�-- -_- - - - - - A P P R O X I M A T E N�N S E L - BEGIN l5` DEFLECT lON SLOPE �% 5% A N D y� S E L 0 N D A T E 0 F �� lNV = 690.6' ----'-- PROPOSED CHA�/NEL SURVEY (03-27-2013) = 694e2' cinP� - iin °r SLOPE = O✓8 % �0'� � cv�niinrinAi z � K 0 + � O '_"��"" GR I - ImNc '� L C-f- � GR �SBKBuS 41� N� �� � F � / T CITY QF GASTONIA / ,y / pUE // � l �' � � F / �' . / / � �L / / I ,y � F` / � PUE 1 � �- PUE ,\ N j w F 2 6 � j � ...:'E[M � / I � , ��I � F�/ � CR ..� � � '�' ,�pNCO � - L�,� o N � X ` �•JJ i �p ' CR ' � I I. 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W I / I i / � F I ! / � I I I� I 11�' W NI r 1� � \ \� 9 � / rXL f C/// f/ S \ _ f / / c N /JF O5R EOUiyp0 g�PAN I IY�RHET�HRE �F 9; �;I��I) , ���/� . il / � ,� � i /� , . / , %/� / // / / / / �'�� /// � / / //��. //� iii� i/i;iii / F ;..�`/ / i r .. i��iii / ������ � ����% �/ / / � �� // � %/ / PUE �� \, I , w �I � I � /i� , I � �II 1 I �° I�} �! � I W � I � I �1C BESER��p'Qy' DiTCH 1� SEE DETAiL 75RM 1 I� I 1 W I�I �C P�� I W � pUF �� J� I 4 W � jc � 15f00 SEE�DETAiLTS � ��TCH I PROIECT REFERENCE NO. SHEET NO. 1-5000 8 2W SHEET NO. ROADWAV OESIGN HYDRAULIGS ENGINEER ENGWEER IN�MII'L �+i iTLAN�9 DO NOT U9E FOR � W ACQUISITION PRELIMIN RY PLAN9 �O NOT US6 FO �tlNSTRUCTION �0� rJ� 0 ��0 20� PERMIT DRAWING SHEET 11 OF 15 �DENOTE$ TEMPORARY IMPACT$ �N SURGACE WATER �DENOTES IMPAGTS IN SURFACE WATER FOR -Y2- PROFILE SEf SHEET lZ FOR -Y3- PROFILE SEE SHEET l3 N Z 0 _>" � �� � S TE 6- CULVERT UNDER -Y3- 200 50 00 50 NORMAL TO -Y3- 2 (2:l ALONG CULVERTI � � 0 50 00 50 200 � STA 22+34 —Y3— GRADE POINT ELEV = 7/5J5' , SKEW = 90° � f 24' X 8' CONSPAN OR EQUIV ALENT S T R U C T U R E W I T H E Q U A L O R B E T T E R CONVEYANCE WITH A HEIGHT OF 9' (INCLUDIN� FOOTINGI AND 6" MITERED �NLET HEADWALL 2 NORMAL TO —Y3— � � f2:1 ALONG CULVERTJ 'i iL` QI00 yVSEL..= 684.30 , ,.---. TOP OF BANK LEFT � �- � � .:............ '...,>�-,-.. _ .... ..........�> � - -:: :=:_ - ...................................... ......... :. . .. . .._ .... . .: ... . .. .... - -.�-_._�..:._._.,.--------. ' CL OF CHANNEL , ......................::,,_,--.:.'"... ..;'� ____ --- - ------ _ . -"l5" CSP Q50 WSEL 683 7� ----=--;; - -� --- -_� ' ... �-�/ fELEV. = 680.0'J 0 , - - - - - - - - - - - - - � _ _ _- _ _ _ _ _ _ _____,-_;_ . = APPROXIMATE N�NSEL TOP OF BANK RIGHT __ _-_.- _•�•--^- ''- AND y�SEL ON DATE OF �APPROXIMATE TOP OF FOOTING SURVEY c03-27-2013) = 678e5' — ROCK ELEV — 675.9'� ROCK LINE ELEV. = 678.2' ROCK ELEV. = 677.8' j� BORING NUMBER: STREAM 2/ FROM BORING SLOPE _ l.l% BORIN� NUMBER: STREAM 20 LOG PROIECT REFERENCE NO. SHEEi NO. 1-5000 WW SHEET NO. ROADWAY DESIGN FIYDRAULICS ENGINEER ENGINEER 1N�OIvYPLE E PLAN� DO NOT UBIE FOA /� W ACRlII9ITION PRELI1kYIIN RY PL.�NB DO NOT USE FO CONSTRUQ;TION PERMIT DRAWING SHEET 12 OF 15 0o g G I"� N AFTER ASPHABTDREMOVAL�N I W SEE DETdiLT5 � ��TCH N I `�.. W � f` N c � �\F �, i . � R \ � � � — — — — _ � F F F � J _ _ _ _ _ � ' F — � �F W T � F � \ \ � ���� � Q _ _ _ F ` _ ` � 1__t N � F ' — PUE p �Ni' P�� � Z S� s� - J _ U F— Q � SITE 7 - IMPACT ZOOM-IN F p'gN RiP RAP SY FF � �F � \ . ` F� F ` \E�,oUF_F � � �� F� ,,, �� (SCALE: 1 = 50 ) rs O � RIP RAP E�ABANKMENT �S� �Sr �, ���/ O2 PRp TECTION ��1 j O v CLA55 nRip RAP S� 78 Sr �.._ G� Q�')(t' S rg EESgT i2g gTOryS �� �... \ iB � '��`C"'�(�t'V� s\\ SEE DETAiLiS /� �srS�\\� �V �g 5 ��L P� � � TB .T� Sf �_... / TB � �/ •\ \F r<3� .. Sr a... Lj� � \ � (�qu9 . %C�LA$$ 'B' R�P��RA�P�H TAp� AR 'V' TAIL DITCH— � �\ � 5i i0 i0N5 �EE D�TQi� i7 � . C A55 'B' RiP RAP �5T 20 Sv FF EST �i4 CY DDE �c � _ T 3 TON SEE DETAiL 26 c F T�0 Sv FF EST �5 Cv DDE SPECIAL LATER ` � \ � � L�P-���� 09' DITCH C F y F � � _ _ F GkF f1FTdll I \ i_ = F F E� SITE 7 � �\\ SITE 8 - IMPACT 2 �\ �F. (SCALE: 1" = 50 ) ��\/ �EMBANKM\ pG \ \ � 2 TONSRAP �\ 5 SY FF )ETAiL i5 PUF \ PUF � s\ rB � �� \ .T \ � B \S� S � � �— � — — � — � � � ��T TO RiP RAP � � �,S �. EST SY�FF ,� % �E.� � —'� — — — — — F — — E F — — — F — _ _ c_ _ \ ` � 15, '�-i \ \� 'DiTCri � � �RCP- l �'�\\ - � 5 E DETAiL i SyP piTCH�ATERhi � \ SEE �ETAiL i P� � O o�o Fc� \ �.� � � � SPECIAL LATERAL F C � y DiTCH � �T SEE DETAiL i � � SITE 8 F ' . , . ,� \ � F � � � < SITE 9 �� � � / \ � � � \ 6' \;s \ PEGAL LATERAL 'y' DiTCH `� / CLASS 'B' RIP RAP ST 20 5T0�5 � SEE DETAiL 20 090 e` EES5T 23055ST0 $ RAP R�AP �T SEE DETAIL�O � S/TE 9 - IMPACT ZOOM-lN (SGALE: 1' = 50 j A�RiP RAP ,F��BANKMENT � %ACDAS ' ' RIP��RAP�H SEE �8 Fo � ETALN26 5 = 438% EST i0 Cv DDE W CLASS 'B' RiP RAP ? ^ EST 0 S N FF � \ - l8" \ � �fF?�P-II/J � . \ � \ \ � � \~` � � � � �� x \F � � � � ,Z.�� 3h h . wP,�G ����,'� ��� ��.`���. f� � 0 N o � �C � C� � Z U � Z n� 0 z PROIECT REFERENCE NO. SMEET NO. 1-5000 9 WW SHEET NO. ROADWAY DESIGN FIYDRAULICS ENGINEER ENGINEER I�OCUMENT NOT CONSIDEREO FINA� UNLESS ALL SIGNATURES COMPLETED �� 100 50 0 700 200 ❑0 �� PERMIT DRAWING SHEET 13 OF 15 ��ENOTES TEMPORARY IMPACTS IN $URFACE WATEft �DENOTES IMPACTS IN SURPACE WATER FOR DRNNAGE DETA�LS SEE S/iEET 2-F FOR -Y2- PROFILE SEE SHEETS ll & l2 � � W W _ N W W N O O 'F' � r�- � N � � I W J 2 U F�— cQ < S � O diU 5 V DiTCH � � ` \ ` \ rR1 � AFTER ASPHABTDREMOyAL�N �, .�,�� � — � `.�' � ��� � � � _�r�`�'� ` �`.��. � � � , A _� �� 1 �1���.1 -- � , � A � � _ I � � � ����� � � ' � � � � � � � ' 1 ";�•� �� � 1 � � i •� � � � � � �P,� '� � i � � � F F —--�— � . ' ' - _ _ _ _ _ - _ F _ _ F W ;� . . , � ,� 1 _ � F 1 � _ _ fRCP'll 090 f / � - F � 090 F �C F � _ _-- _ �5 � F _ F ` \ � � PUE PUfi� PUE' - QJ J� \`� \F� �E\ F _ O � ` � S`/' `S/' - f pV f � �°(i j, � E _� p�/F � _ _ - � F� � \ N �� � �l����XO�� � sr Te � � ����(�V\ �� v \. "� ��PV \ T 8 � � � �F � � � ` � � � � t c SPECIAL LATER \ � \ � y DiTCH \ SEE DETAiL i � \ ` � ' RIP RAP SITE 7- IMPACT ZOOM-IN ��T 5T�5� FF r. (SCALE: 1a = 50 ) �e RIP RAP EMBANKMENT �S� �S� PRpA TECTIOpry ��_ � EESs f S 2�5TONSRAP �/S� 78 S� \ �... S� i6 SEE DETAiLi5 / �sr�\� T8 � �� � � Sf �_.. _'yl TB � S� 8 TA DARD ' TAIL pITCH N� p /9 �ST�2055Y�FRIP RAP EE DATAILi7TAIL DITCH- T IO TON " C A55 'B' RiP RAP S �ST i�CY DDE �. T 3 TON SEE DETAiL 26 T�O SY FF ` \ \�,P_ � EST �5 Cv DDE 09 F ' � � = _ _ - F F _ _ _ _ _ _ F _ _ _ F E� � � _ � � � E�� ---- F-- E F--- F-_ _ _ � ' DiTCH � '�Q�y�q� 5 E DETAiL i SPEGAL LATERhi _ �" � y DiTCH p� \ SEE DETAiL I - i5' �� \� RAP � ti \— ����\\\\,\ SITE 8 - IMPACT 200M-1N � �\'F, (SCALE: 1 " = 50 ) �\� F � � {` .°;�� � . � "° �y+.�F` aG � ,�-�. � F\ ��. \�'\ � �\\\ � `�� ������� , � � PUF \�\ P�/f � � �\ •. ITZ , f 1 / S� �� \ \ Te \\ 'BoNRiP RAP \\ SY FF �F � \ SITE / � \ \ ` ` _ _ _ SPECIAL LATERAL F C \ � V \ \" � `��� � �. ��. ��� � _ SEE �DETAiL i � � ��' ;��'�=-;,_ SITE 8 F '�, �� ��; � �. . . . , , � . ����� � _ ,� �,��, , . . - � � � � � � � �. � � � � � �� A - � � _ C����� ._ . A� . � � � v - - _ d' � \ � � � � ♦ � �. � ♦ � ����` ` � \ � - � �� ��� �.`\ � �, � �N\ .., � � '� �..� - - ��` / �,, _ ,,� , ,, �,, ,,, SITE 9 ��.� � � � ' � � �� � � ���� SF: �- � ♦ � �,��� � � A� \ S; � ��� � � � . A � /� \A� ��\ �. AA � V��� � � ��\�A � � '� � � g � � �� � \ V � V � A ���� � - �, �, � �� � ��AAV� \ � \.� � � 1 I � � . � � PECIAL LATERAL 'V' �ITCH �� \ \ � 1 � � �� 7i. yy/ CLASS 'B' RIP RAP � � 7 , A V� � �V��� � � 1 � � � \ l � � �` , ' � EST 20 gTp�$ � � � �, I \ � �V �1 � � � � � � �' A � A � �� SEE DETAiL 20 090 ° ♦ � I � � �� \�\�.,,�1�� ��������. ����e��� �h���� ��� �\ 11� \ ,.� e.� ��� � -��`♦ � ,� \\ ., � � F\ � � , - � A�-__ S�L� , � � C� \ � i'����'� ��i�������"`�—, � c�;� �� i%o��� � � � , ���� i ���i� ��� ``� � � ���� � , a�� � � �� �_ � . 1\\ \ � ` \ \ \ � � � ' � � \� � � � � \\ � � � � � � � �' $PECIA LATERAL 'V" OiTC � � � � � A � , A � \ � � � � A A � o `� � A . _, . / � Y�/ CL�SS 'B' RIP RAP �.� �� � I / I \ 1 v � � � A �A � � � � v v � l _ , EgSgT 3205 gTpNS� . � 1 A � � � V A � � `,� � � � � A � . A �:�� �� � � �� - . . � SEE DETAiL 20 l4 ,`A1� ���V\ � A��� A `��\��� �t��_ � � � / . \ \ 1 Fi \ � ♦ 1 � I 1 � 0 1 \� \� �_ e,� �� ��_ l 1 ♦� � I � � \ � A I � ' � � � �� �Y �— � � � �"` � � t � �� \ � � '� � � � � � L � � , � ��� � �.��� � �'' '-_,--��� � ``��� �� � �`; �`�; � -� , � _m� � Illl �� �;-��-. `�'���A_��''� ,�, .�_��- _- . � ' � !�IA � � � � A �V� ' . _ 1 � V A� ��� ♦ ` � � � . - � � 1 / � 1 V A 1 �� � � � \ v , � 11 � � � �11� �� ', � A � � _ , � v E'- . � 1 ) � � / � ` \ I \ \ , � / / / I �, I � � 1��1 / � I ' � � \ \ �< 1 / � - � � � I � �,P'y � . I , I V A =_ • � � �� _ A i � . �� � �Y' � l � I,.' / I � 1 1� / I 1 I \ 1 � � i\ 1 1� 1 I � � \ \\ �II �i � / � �� � � � � � i ' i i � 1���� �� I �� � � � � �� ll��'r � i � � • � � � �� � �� � ii�� � ��� �se —�i �: � Pn i � �r _,,.,✓,l�i , i i � - - - - , O a S/TE 9 - IMPACT ZOOM-lN (SCALE: 1' = 50 ) A�RiP RAP ,F��BANKMENT �ST�D8ASFTo N� RIP��RAP�H SEE �ETAL 26 S - 638% E51 i0 CY DDE CLASS 'B' RiP RAP EST 3 TON ^ EST i0 SY FF w \ � f� � 0 N o � �C � C� � Z U � Z n� � z �� ` �`�d;�. :.� PROIECT REFERENCE NO. SMEET NO. 1-5000 9 WW SHEET NO. ROADWAY DESIGN FIYDRAULICS ENGINEER ENGINEER �OCUMENT NOT CONSIDEREO FINA� UNLESS ALL SIGNATURES COMPLETED 100 50 0 700 200 PERMIT DRAWING SHEET 14 OF 15 ��ENOTES TEMPORARY IMPACTS IN $URFACE WATEft �DENOTES IMPACTS IN SURPACE WATER FOR DRNNAGE DETA�LS SEE S/iEET 2-F FOR -Y2- PROFILE SEE SHEETS ll & l2 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -RPA- 16+85 to 19+99 (RT) 3@ 8'x9' RCBC Extension 0.03 108 1 -RPA- 16+85 to 19+99 (RT) Channel Improvements 0.05 < 0.01 138 23 2 -RPA- 19+24 to 20+23 (RT) Fill Slope 0.09 3 -RPD- 28+91 (RT) Bank Stabilization < 0.01 0.03 59 136 4 -TRAIL- 34+40 to 34+58 (RT) Bank Stabilization < 0.01 < 0.01 10 10 5 -RPD- 18+50 (CL) 3@ 8'x10' RCBC 0.03 89 5 -RPD- 18+50 (CL) Channel Improvements 0.04 < 0.01 127 10 6 -Y3- 22+34 (CL) 24' x 8' CONSPAN (or eq.) 0.05 164 6 -Y3- 22+34 (CL) Bank Stabilization 0.03 < 0.01 91 23 7 -TRAIL- 43+52 to 43+73 (RT) Bank Stabilization < 0.01 < 0.01 10 10 8 -TRAIL- 39+47 to 39+61 (RT) Bank Stabilization < 0.01 < 0.01 10 10 9 -TRAIL- 37+11 to 37+32 (RT) Bank Stabilization < 0.01 < 0.01 10 10 TOTALS*: 0.09 0.19 0.10 652 396 *Rounded totals are sum of actual impacts NOTES: 22 LF of Existing Bridge Removal at Site 3 2013 10 24 • � � GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH Prepared In tl� Offlce of: HYDRAULICS E1VGIIVEER ADT 2 Ol 7= 49,5� 6 DI VISI01� OF HIGHWA YS 50 25 0 50 l0o ADT 2037 = 63,676 LENGTH ROADWAY TIP PROJECT I-5000 = 0.644 MILES 1000 Birch Ridge Dr., Raleigh Nc, 27610 0� �oa�a �qg K _ 8 p/o 2012 STANDARD SPECIFICATIONS Q� �°Qo PLANS � D= 55 % TOTAL LENGTH TIP PROJECT I-5000 = 0.644 MILES I'•E• � 9 50 25 0 50 l00 T— q ��o * RIGHT OF WAY DATE: GARY LOVERING, PE SIGNATURE: � o V = 5O MPH AUGUST 21 ZO�S I'ROJECT ENGINEER ROADWAY DESIG11t �'� Q PROFILE (HORIZONTAL) * TTST = 7 DUAL — 2 � E11tGI11tEER �' � _ ��,�p o �gQoQ BRYAN KEY, PE °� 4�� l 0 5 0 l 0 2 p F U N C C LAS S= LETTI11lG DATE: P RI N C I PAL ARTE RIAL F E B RUARY 21, 2 017 I'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) REGIONAL TIER P�E� SIGNAT URE: BOU11lDARIES AND PROPERTY.• State Line ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary WLB EAB EPB HPB Known Contamination Area: Soil -�• S �• - Potential Contamination Area: Soil -�— S—�- Known Contamination Area: Water - �' —W— �' - Potential Contamination Area: Water -� W �- Contaminated Site: Known or Potential BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap Sign Well Small Mine Foundation Area Outline Cemetery Building $CilOOI Church Dam HYDROLOGY.• Stream or Body of Water --- Hydro, Pool or Reservoir �_ Jurisdictional Stream �S. Buffer Zone 1 BufFer Zone 2 Flow Arrow � --� Disappearing Stream �--- O 0 s 0 � 0 I � � BZ 1 BZ 2 � Spring �-��-�_.-.� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump � � " I' .,�� `I' I �:' (�)� I ���° .� (�) I'� " I' I'-I � �' . �� I'� (�) I ., I \ . ��. , II)� �i' I :�� I (�) \ (�) I .�" I'I � �� I'I ���i' . �� �'" � � � ' � ' : � �- � � �- � �� .„ , _ RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION O MILEPOST 35 0 SWITCH ���� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — 0 0 . W . W . �� � W in� � .. _. �� iC� �A, E E TDE PDE DUE PUE TUE AUE 0 Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal T�EGETATIDN.• Single Tree Single Shrub � � Hedge Woods Line � � � � � � Orchard Vi neya rd EXISTI11lG STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS 6(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS 6(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyord CONC J CONC WW I ` WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: coNc Hw TV Pedestal TV Towe r �--------� U/G TV Cable Hand Hole ��B U/G TV Cable LOS 6(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) 0 U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) • • O ►1 � � -O- O a � HH GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information -W- - W A/G Water - -T�- - - TV - - - -TV FO- - - - -TV FO- TV FO 0 � — —�— — — —G— — —c— a�c cas � O 55 A/G Sanitary Sewer — — — —FSS— — — - — — F55 — — FSS • a � Os - 7UTL - 0 UST 0 � 0 AATU R E.O.I. DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NGS FOR MONUMENT "P222" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 564112.540(ft) EASTING: 1347033.150(ft) ELEVATION: 727.863(ft) THE AVERAGE COMBINED GR[p FACTOR USED ON THIS PROJECT (GROUND TO GRIDI IS: 0.999842 � THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM I "P222" TO -Y1- STATION 11+00.00 IS N 2°06'45.3" E 3745.271 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 BEGI N PROJ ECT I-5000 11 � �0.0� T0 LlIVCOLNTOIV -Yl - --- �•� US 321 /S CHESTER ST `_��.��,.�-- ,� -�---_�y---�w�y------___. -----------, -----------� �-r------------r,---- ----,. � � � II svR vEY POINT DESCo NORTH EAST E�EV(TION L ST(TION OFFSET ———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— 4 B�-4 566317e711�1 13442310783� 7PJ8o16 11�77015 7PJo47 LT 3 B�-3 566158a457QJ 1345323o3QJ3� 713019 22�6806(� 6�0�3 LT 1 M�PJ13R-1 565857a236(� 1346242o927PJ 741036 32�25041 74066 LT 21 BL — 21 5657�Jf� 0 13PJPJ 1346689 0 327� 751 0 72 36 � 95 0�9 1 15 0 63 LT 20 BL-2(� 565484a193PJ 1347(�34o335PJ 751037 40��8061 62043 LT 19 BL — 19 565335 e 979�J 134736(� 0 83(�� 746 0 40J 44 � 57 0 17 63 0 15 LT 18 BL-18 56518�0547�1 134771(�o482PJ 736012 48�3�08� 66e�2 LT 17 BL-17 564911a855PJ 13483710391� 7280�6 55�66024 64019 LT 16 BL-16 564855a158f� 1348862068(�� 736079 6(��7�027 62031 �T 15 BL-15 564938a852PJ 13493680212� 737044 66�1�08� 63019 LT 14 BL-14 565243a983� 135�1270638� 72203� 74�35029 63037 LT POINT DESCe NORTH ERST ELEVATION L STATION OFFSET ———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— 5 B�-5 566184o219PJ 134411(�o488PJ 7�8e26 1(��61oPJ7 67e56 RT 6 B�-6 566135a658PJ 13447510193� 7PJPJo97 17�11026 61067 RT 7 B�-7 565�47e525� 1345584o284PJ 72(�e45 25�75076 66e�4 RT 8 B�-8 565616a484PJ 13464370542� 748oPJ� 35�f��o76 65oPJ1 RT � B� —� 565348 e 1 19(� 1347(�31 0 57(�PJ 75(� e 21 41 � 52 0 6(� 62 e 51 RT 1 f� B� — 1 f� 565134 a 627PJ 1347496 0 79f�� 741 0 26 46 � 64 0 46 63 0 58 RT 11 BL-11 5647610874� 1348447o38�PJ 735e25 56�72079 65e�� RT 12 B�-12 564821a526PJ 134�4120525� 742012 66�18oPJ4 620(�1 RT 13 BL-13 56512804�5� 135PJ182o3PJ3PJ 721e�4 74�41042 64e34 RT BY� BM#10 POINT DESCe NORTH ERST ELEVRTION Y1 STRTION OFFSET ———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— 22 BY1-22 567754e755� 1347225o1QJ5PJ 73�e15 11���071 55035 LT 24 BY1-24 567224a327�1 13471PJ8o173�J 7330�3 17�31079 53082 RT 26 BY1-26 566493a455PJ 13472150871�1 731085 24�610�1 64054 LT 27 BY1-27 565916a654�J 13472�120553� 735049 3(��37095 59065 LT 29 BY1-29 565283a669� 1347168o967Q1 72�e66 36�71e35 35031 LT 3(� BY1-3(� 56461�a892�1 1347158o142PJ 723058 43�44022 34031 LT 222 P222 564112o54�PJ 1347�33o15f�Q1 727a86 48�44034 83039 RT 32 BY1-32 563591a738P 1347144o3�J3PJ 72(�015 53�63047 35035 �T BY1 POINT DESCe NORTH EAST E�EVRTION Y2 STRTION OFFSET 43 BY3-43 5681820475(� 1348926o45�PJ 6910(�9 OUTSIDE PROJECT LIMITS 42 BY3-42 567841a595PJ 13486540�11� 698056 12�15067 220�9 RT 4 1 BY3 — 4 1 56728� a 4 1 1 f� 1 3484 13 0 285PJ 7 1(� a 29 1 8� 1 1 0�8 63 0(�5 RT 4� BY3-4P 566744a354D 13485Q19o927Q1 714035 23�21034 8�027 LT 39 BY3-3� 566442e9�2(� 1348231o�45PJ 722027 27�06026 25e68 RT 134 BY3-34 565723a99Q1�J 13479740438� 754065 34t29o16 117089 RT 35 BY3-35 565248a472�J 1348218o710PJ 764034 3��38011 1607� LT 36 BY3-36 564724057�� 13483400172� 748077 44�7509(� 17055 LT 37 BY3-37 564218e787(� 13484�3o8�4PJ 73(�059 OUTSIDE PROJECT LIMITS C01�lTROL BM#12 BL-13 SHEET NO TE: DRAWING NO T T O SCALE _.�-'=_ -- #� I-32 —T I— US 321 /N CHESTER ST T 0 GAST 0/V lA PROJECT REFERENCE NO. SHEET NO. I-5000 1 C-1 Location and Survevs DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOTES: 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS://CONNECT.NCDOT. GOU/RESO URCES/LOCATION/ THE FILES TO BE FO UND ARE AS FOLLOWS: I5000 LS_CONTR OL. TXT I5000 LS_LOCAL. TXT 2. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. 3. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM, UTILIZING THE NCGS RTN SYSTEM (VRS). MONUMENTS USED OR SET FOR PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT: • INDICATES GEODETIC CONTROL MONUMENTS FOR HORIZONTAL CONTROL ■ INDICATES BASELINE MONUMENTS FOR HORIZONTAL PROJECT CONTROL 8 INDICATES BENCHMARKS FOR VERTICAL CONTROL ���.��.������������������.�����.�������� BM1 E�EVRTION = 71�oPJ5 N 563584 E 1347187 Y1 ST(TION 53�71 78 LEFT RR SPIKE IN B�SE OF 15 INCH DOGWOOD .,��_�������*,.�,���.�,�,�,�,�,�*��*��,� ����.����������������,�,���,�.���.�����. BM2 E�EVRTION = 721088 N 565373 E 1347232 � STRTION 43�25 43 �EFT CHISE�ED SQUARE IN BRIDGE PIER BRSE .,���,��������,�,�,�,���,���,������*���� ��.M.M�����������,�,�M�.�.�.�.��M.���.,. BM3 E�EVRTION = 73�023 N 567774 E 1347226 Y1 STRTION 11�8� 56 LEFT CHISE�ED SQURRE CORNER OF UTI�ITY BOX BqSE .M.M�,�M.M.M.,.���..�,.,���...�.���.�.MM *,��*�����.���,�,�,�,�,,,���,��*�.���.�� BM4 E�EVATION = 7f�8o75 N 565895 E 1347527 Y4R STRT I ON 1(� �(�PJ N 68°23'34e�" W DIST 245o3PJ CHISELED SOUARE IN CONC BRIDGE WHEELGURRD ..��.���.,��.,.,.���.,...�����.�,.�.�... BM5 E�EVATION = 752035 N 565887 E 1348QJ51 Y2 ST( T I ON 32 � 83 3PJ R I GHT RR SPIKE IN BF�SE 24 INCH PINE „ ��.,�,���,.�����������������,�*.*��,�, ����������*����������������.������������ BM6 E�EVRTION = 729015 N 564277 E 1348598 Y2 ST(TION 45�74081 S 36°�3'3301" E DIST 429a6PJ RR SPIKE IN B(SE 15 INCH ORK ,���.�.�������.������������.�����������. ����.����������.��������.���������.���.� BM7 ELEV(TION = 73206� N 565282 E 135�f�65 L ST(TION 73�92 123 �EFT RR SPIKE IN BRSE 18 INCH POP�RR ,�,.�*�����*���.�.���.�,�,���,���������� �.�.�������M�������������.��.�,�����.��� BM8 ELEV�TION = 751032 N 565481 E 1347f�43 L STRTION 41��8 63 LEFT CHISE�D SQUARE NW SIDE OF I-85 SB BRIDGE ��������,��.���,�,�,�,�,�,.,���,�������� �...�.��������M��..M��,�,���.�.M.��M.M�� BM� ELEVRTION = 7PJ6o6� N 566324 E 1344275 L STP�TION 12�1� 79 LEFT CHISE�ED SLUF�RE IN BRSE OF CRNTI�EVER TRRFFIC SIGN M����.M�M.MM��,.,�.���..,�.�.M.�.,�M.M.M �.�����*�,���������,�,��� „ ���������,��� BM 1(� E�EVRT I ON = 7(�9 0 28 N 566133 E 1344�81 L STRTION 1��33 12(� RIGHT RR SPIKE IN BASE OF 18 INCH ORK �������������.������������,�����������*� BM11 E�EVRTION = 751056 N 565346 E 1347PJ36 L ST(TION 41�58 63 RIGHT CHISELED SQUF�RE IN SW CORNER CONC BRIDGE ABUTMENT �,� „ �� „ �����������������.����,����,��� BM12 E�EVATION = 71906P N 565153 E 135�253 L STRTION 74�92039 S 41°26'4703" E DIST 73011 CHISE�ED SQUF�RE IN CORNER CONC DROP INLET �.�,�.�����.�.���.������,.,����.�������� BY2 POINT DESCo NORTH EAST ELEV(TION Y3 STRTION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 122 BY1-22 567754o755�J 1347225o1PJ5PJ 73�015 1(��52019 27058 LT 23 BY2-23 5675920310� 13479330258� 72�044 17�78058 1034 RT BY3 POINT DESCo NORTH EAST ELEVRTION Y4 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 25 BY1-25 566655of�74� 1347�12033�� 728057 14�31089 1�042 LT 26 BY1-26 5664�30455�1 13472150871� 731085 OUTSIDE PROJECT LIMITS 28 BY3-28 5661750794� 13474QJ4o62�� 713055 OUTSIDE PROJECT �IMITS 33 BY3-33 565863o267PJ 1347568o287PJ 7��029 OUTSIDE PROJECT �IMITS 34 BY3-34 565723o99�PJ 13479740438� 754065 OUTSIDE PROJECT LIMITS BY4 POINT DESCo NORTH EAST ELEVRTION Y1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 125 BY1-25 5666550(�74� 1347PJ12o33�� 728057 23�(�2038 141034 RT 2 M��13R-2 566(�120427� 1346857o143PJ 76�07� 29�47023 287013 RT DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NGS FOR MONUMENT "P222" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 564112.540(ft) EASTING: 1347033.150(ft) ELEVATION: 727.863(ft) THE AVERAGE COMBINED GR[p FACTOR USED ON THIS PROJECT (GROUND TO GRIDI IS: 0.999842 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "P222" TO -Y1- STATION 11+00.00 IS N 2°06'45.3" E 3745.271 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 � TYPE ST�TION NORTH E�ST POT 1 P�(�� o(�(� 566253 0 1447 1344(�51 0 3364 PC 1����0�0 56625301447 1344�51e3357 PT 33�53036 56573608248 134633Po436� TS 5P�67o25 565�2502319 134788�e6159 SC 53�67025 5649P7o8928 134816506271 CS 66�37015 56488605�189 1349412of�847 ST 69+37015 564�9403113 134�6910�584 POT 74�92039 5652P7o37�7 13502�406865 RP� TYPE ST�TION NORTH E�ST POT 1����oPJ� 565�P1o2295 1348f�54o6714 TS 11�18017 565�5503�37 1347�4�06�25 SC 13�18017 56514906944 1347773o3P18 PT 14�24095 5652�505111 134768202881 PC 15 + 61 0�5 56528PJ o 15P8 1347567 0 4�J6PJ PT 21�56071 5657�408�11 1347342075�7 POT 23�41077 565�7702337 1347374e3476 ��� TYPE STPTION NORTH EP�ST POT 1PJ���oO� 565�1606792 134635402815 POT 17�88054 5659�J7o2331 134714207635 RPC TYPE ST�TION NORTH EP�ST POT 1�J +�� o�0 565242 0 3772 134665�J o 88�PJ TS 1P���o(�(� 56524203748 134665�08813 SC 11�5�a0f� 56511�02�6� 1346735e36�8 CS 12�42041 565�7103724 1346813065�2 ST 13��2041 565�1520��79 1346�61e688� POT 15�6�0�8 565�J48o6447 134713�Jo2244 RPD TYPE ST�TION NORTH EP�ST POT 1����0�� 564823o544P 134827�03864 TS 1 1�(�� o(�(� 564851 0 18�7 1348183 0 2838 SC 13 � 5�J o�f� 564��1� 0 826� 1347�4� e 44�4 PRC 16�5�o6f� 5649P8o2761 1347641of�648 PT 21��8a95 56522208�39 134727607833 PC 22�74038 56529802263 134727708848 PT 27�45031 5657660634� 134732106158 PC 3��61083 566�7805�38 134737506576 PT 33�71071 56636704138 13472�503523 POT 35��Oo81 5665330�264 1347151e��28 Y1 TYPE ST�TION NORTH EP�ST POT 1f��0�o0� 567�5502547 134717206734 POT 54��1028 5635540444� 13471�804�27 S UR T�EY C01�lTROL Y2 SHEET TYPE ST�TION NORTH E�1ST POT 1(� ��(� a(�� 568(� 1� o P 163 134g7�2 0 1423 PC 11�3�088 5678�307�74 134871403�11 PRC 2f��73a11 567�110�763 134846103497 PRC 26�53073 56647�03956 13482840259� PT 35��4a99 56566607653 13481�501297 POT 45�74081 56462402446 134834502763 Y3 TYPE ST�TION NORTH E�ST POT 1��P(�a�P 5677350�682 134716�04577 PC 14�8407� 5676640484� 13476480�88� PT 18��8a79 56758301485 1347962oP619 POT 23�7902� 56738�099�� 134849505374 Y4 TYPE STRTION NORTH E�ST POT 1�� f�f� o�� 566927 0 79�4 13467f�5 0 282� PC 1PJ+2�o55 5668��of�745 134671202724 PCC 11�7�ag� 56677307572 13467��06(�51 PT 13�14038 5666�70�238 1346�0(�08595 POT 16��406� 56655108744 1347152o178f� Y4� TYPE ST�TION NORTH E�ST POT 1�J+��o�P 5658�402277 134775407832 PC 12�4902� 5657�40513� 1347�830265(� PT 13+39042 56568309677 1348�J70o5236 POT 13 � 7(� 0 61 565682 0 3785 13481(� 1 0 67(�6 Y� TYPE ST�TION NORTH E�ST POT 1�+��0�� 56775608586 1347�2908913 POT 11�39087 56775408161 134716�07461 Y6 TYPE ST�TION NORTH E�ST POT 1���Oo�P 5673�5o13f�4 1346�3�04692 POT 12�250�� 5673�108448 134716404452 Y7 TYPE ST�TION NORTH E�ST POT 1���Oe�� 56701�of��15 1346�3308447 POT 12�25a�� 567�f�6o7159 1347158o82f�7 Y8 TYPE ST�TION NORTH E�ST POT 1���Oo�� 56456�02566 1346�2302�2� POT 12 ��(� 0 2P 564557 0 437� 1347123 o P5(�7 NOTES: SEE SHEET 1C-1 -Preliminar - y �OOP_B PROJECT REFERENCE NO. I SHEET NO. I-5000 � 1C-2 Location and Survevs DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TYPE ST�TION NORTH E�ST TS ��(�(� o(�(� 565533 0 3�25 13468g7 0 1685 SC 1�5(�0�0 565615o31P0 1346763e3364 PT 2�84oPJ8 56574104115 134673101149 PC 2��1072 5657480�4�1 1346732e4155 PT 4�61018 56585602561 13468480��31 PC 4�61018 56585602561 134684800�31 PT 5�58034 56586�Jo3777 1346945003�6 POT 7�55037 5658580(�174 13471420(�448 �OOP_C TYPE ST�TION NORTH E�ST TS P��� o PJO 565376 0 5294 1347(��9 0�92PJ SC 1�5�00� 56541603419 1346866e0�26 PT 4��4065 565245084�5 134671401183 PC 4��4065 565245o84PJ5 1346714a1183 CS 5+65082 56511605�64 1346798054�5 ST 7�15082 565��102666 1346�44088�5 POT ���1076 565f�88o5524 134713Pe8�73 TR�I� TYPE STPTION NORTH EP�ST POT 1����00� 564234064�1 1347315e0378 PC 1PJ�15o75 56425�01382 13473120183� PT 12�56058 5644880�387 1347282a(�316 PC 15�88021 56481�07862 134725�018�3 PT 16�g�o41 564�1(�06639 134724404178 PC 17�74e64 565��108822 134722�e8�17 PT 19�11036 565137o25P4 13472�40`�438 PC 23�1�067 56553604853 1347212e�713 PRC 24+82025 5657P6o3464 1347234o719�J PT 26�21082 56584402284 134725501834 PC 29�f�5o39 56612702844 134727202194 PT 2��75057 5661730��48 134731607�15 PC 31+61046 5661�308380 13475�106120 PT 32�34038 56622602412 1347565o15P� PC 33��6013 56627904865 1347613e2385 PT 33�670�7 566313018�� 1347663o2�P1 PC 33��8077 5663240(�128 13476�30�829 PT 34+42047 566347o3P�1 134772�06484 PC 38���01� 56667�03168 1348�5204123 PT 4��48061 56680401951 134811Po7972 PC 42��5094 567�51034�8 134812Po(�5�3 PT 43�32e23 567�8605758 1348127e8�53 PC 44�140�8 56716109594 1348159o795PJ PRC 45���061 567242o58�JP 134821�02875 PT 46��8045 56732602527 13482620(�518 POT 48�34091 56753507642 134834709��6 ROW M�RKER CONCRETE OR GR�NITE P��IGN ST�TION OFFSET NORTH EP�ST Y1 13�2�0�� —72029 56762502341 134724001553 Y 1 24 � 8(� o P� 77 0 21 566476 0 54P(� 1347�73 0 85�4 Y1 44�350�� —74066 564519e53�7 13471�7e1661 ROW M�RKER CONCRETE OR GR�NITE P��IGN ST�TION OFFSET NORTH EPST Y2 1��5�0�0 —3�o�J0 567�5107789 134878�02434 Y2 1�1�5�o�J� —160�� 56795�05697 134877706115 Y2 1 P� 5f� o�1� 16 0�� 567�77 0 3774 1348751 o f�242 Y2 1�l � 50 0�0 30 0�J� 567�85 0 1683 134873� 0 3�22 Y2 11�3�088 3f�o�P 567�1Po4�21 134868�03754 Y2 11�3�088 —3(�o�P 567877e1�27 134873�e2267 Y2 14+�7026 3�0�� 56767106�47 1348558o551P Y2 15�4f�o�0 37036 567547a6354 13485�2092�6 Y2 18 ��(� o�J�J 60 0�J�J 567292 0 3��J9 1348418 0 1 166 Y2 2P � f�3 0 3f� 3f� o��J 567�g 1 0 3�88 134843� 0 7437 Y2 2��73011 3�0�� 567�1PJo1166 13484310365� Y2 2P�77oP� —3�oP1 567��80(��48 13484�10468� Y2 25�3107� —3�o�P 566556e7212 1348378e3328 Y2 26�53073 3�0�� 5664880��82 134826Po6531 Y2 26�53073 160�5 56648�Je2��9 1348271e63�2 Y2 26+53073 —15095 56646QJo5531 1348296081�� Y2 26�53073 —3�0��1 5664510883� 13483�708668 ROW M�RKER CONCRETE OR GR�NITE ��IGN ST�TION OFFSET NORTH E�ST Y3 1P�64o36 —64021 56778902176 1347242047�5 Y3 1 1��(� o�(� — 37 0�� 567757 e 1 1 12 1347273 e 77�8 Y3 12 ��(� o PJ� 98 0�� 5676�8 0 9878 1347353 0�544 Y3 12�f��o�� 3�0�� 56767602629 13473620956� Y3 14���o�J� —370�� 56771304236 134757005818 Y3 14�f��o�� —3�o�f� 5677�604�82 134756�05624 Y3 14�84o7f� 300�� 56763408�38 1347644061�2 Y3 14 � 84 0 7(� — 3(� o�� 5676�4 0 1642 1347653 0 3568 Y3 16�64062 —3(�o�P 567656e627� 1347832e8845 Y3 18��8079 3�0�� 5675550(�95� 1347�5104316 Y3 18��8079 —51042 567631e2335 1347�8�e2826 Y3 20 ��f� o�1�J 3� o��J 567487 0 3428 134813�J o 2315 Y3 2��12087 —87o�P 5675�3o(�35f� 13481840045� ROW M�RKER CONCRETE OR GR�NITE ��IGN ST�TION OFFSET NORTH E�ST Y4 15��8054 55a31 5665520(�23� 1347(�4103324 ROW M�RKER CONCRETE OR GR�NITE ��IGN ST�TION OFFSET NORTH E�ST TR� I � 12 � 9f� 0 12 — 48 0 83 564519 o f�365 1347231 o f�(�32 TR�IL 14�5�0�0 5�038 56468503738 134731809646 TRRI� 14�5f�o�� —4�083 5646780472� 1347218o��9�J TR�I� 16�24039 51a1�J 5648620�516 13473�5a98�15 TRRI� 16�87096 6�0�8 564�3302562 13473�105571 TR� I � 31 �(�2 0�J� — 2� o�6 566216 0 3847 1347439 0 3�55 TRRI� 31�17046 53051 566135e�383 1347463e5767 TR�I� 31�74032 62016 56613505881 134752807897 TR�I� 31�94083 —320�2 566231e7838 134751�e9366 TR�I� 46��3026 1�086 56731306118 134827802771 TRRI� 46�f�5o�6 69081 5672�508�47 13483250�32� TRRI� 46�41054 —31026 56736807335 1348245o6�5�J ROW M�RKER CONCRETE OR GR�NITE P��IGN ST�TION OFFSET NORTH EP�ST RPR 13�16016 1�5073 56524Pe2851 1347827e85�2 RPR 14�24094 1�50�� 56529305592 13477390494� RPR 15�610�4 1�5o�P 56536801�88 134762406118 RPR 15�610�5 1350�� 56539303555 134764�Jo�563 RPR 1�� f�f� o Jf� 50 0�� 565557 0 9824 134741 � 0 3477 RPR 1�+ 00 0�JO 135 0�PJ 565585 0 6687 13474��J o 7124 RPR 21 � 56 0 71 5(� o�� 5657g6 0 353� 13473�2 0(� 165 RPR 23�3�019 50o�P 565�6601545 1347423e1729 S UR T�EY C01�lTROL SHEET ROW M�RKER CONCRETE OR GR�NITE ��IGN STP�TION O��SET NORTH E�ST RPD 13�2806� —5�o�f� 56485701258 1347�53o�2�f� RPD 13�5�0(�� —5�0(�� 56486�03927 1347�320�492 RPD 16�5�e6� —5�e�� 5648580�222 134764�0�768 RPD 18���0(�� —5�of�� 56487201125 13474780�266 RPD 18��f�o�� —�2e(�� 56483201772 13474650�201 RPD 33�71058 65086 56641�042�2 13473450237� RPD 35�55035 65086 56654�03421 13472240��64 PERM�NENT EP�SEMENT MP�RKER IRON PIN & C�P ��IGN ST�TION OFFSET NORTH E�1ST Y 1 2f� � 15 0(�� —�5 a(�f� 566938 0�757 1347252 0 8415 Y1 20�15e�� —72e5� 56693�o3f�2� 134723004334 Y 1 2� � 5� o(�(� — 95 0�� 566�(�3 0 97`�4 1347252 0 33�4 Y1 20�750��1 —72e62 56687�o3f��� 134722�05831 Y1 23�82a(�� —72075 566572033�8 134722502323 PERM�NENT E�SEMENT M�RKER IRON PIN & C�P ��IGN STP�TION OFFSET NORTH E�ST Y2 10�9500� 148a0f� 568P13o4457 134861603�93 Y2 1 1��7 0�� 173 0(�� 568PJ 17 0 3878 1348588 0 86� 1 Y2 11�34ef�� —48e�� 56787109703 134875704536 Y2 11�58of�� 3�o�f� 5678�50�732 134867901825 Y2 1 1� 6�J o��1 — 55 a f�� 567847 0�J 138 134874� 0 3197 Y2 11�74of�� 1�90�� 56792308161 13486�307177 Y2 11�880�� 3Pof�(� 56786�027�7 134866207197 Y2 11�880�� 137af�f� 567�250�42� 134857109541 Y2 11��2a(�� 144a(�� 5679250927� 1348563a6996 Y2 11��7e�� 128e�(� 567�1208746 134857404408 Y2 12��10(�(� 14�0�� 56791504414 134856109349 Y2 12��30�� 1�J5o0� 567895033�2 134859�a6678 Y2 12�24a�� —3�of�� 5678�70358� 134869502945 Y2 12��20�� 3�of�� 567777o42f�� 13486�907�78 Y2 13��500� 680�� 56778302358 134856�08283 Y2 13 � 1� o(�� g7 0(�� 567787 0 314g 134g55(� 0 54(�7 Y2 13�79e��1 72ef�� 56771504422 134853201743 Y2 14 ��� o(�(� — 3� o(�� 567654 0�92`� 1348616 0 3`�54 Y2 14��7e26 65e�� 56768506136 13485260476� Y2 14�310�� —3�0�� 5676260188� 13486�40386� Y2 14�380�� —1120�� 56758805707 134867705527 Y2 14�65af�� —1�20�� 56756�o�J3�5 13486580�1�� Y2 18 � 5� o(�� 5� o(�6 56724(� 0 6563 1348412 0 13(�(� Y2 20 � 73 e 1 1 6� e Of� 567�0� 0 156� 1348401 0 38f�4 Y2 22 � 53 0(�� 85 o f�f� 566847 0 5987 1348364 0 1546 Y2 22�61e04 6�e0(� 56683506976 134838703326 Y2 22�7�0(�� 3Po�� 56682104582 1348415oP646 Y2 22�8�0(�� 8500(� 5668230838� 134835�0334� Y2 22�870�� 6�0�� 5668120�5�6 1348382o31f�9 Y2 22��50�� 3Pof�� 5667970�37� 134840�08201 Y2 26�53073 6�e�� 5665�7042�8 134823700462 Y2 28 � 15 0(�� 16 0�4 566343 0 35(�6 1348181 0 7987 PERM�NENT EP�SEMENT MP�RKER IRON PIN & C�P ��IGN ST�TION OFFSET NORTH E�ST Y4 13�2202� —31093 56672�076�3 134692305977 Y4 14�33012 —74038 5667020�456 1347�4�0885� PERM�NENT EP�SEMENT M�RKER IRON PIN & C�P ��IGN ST�TION OFFSET NORTH E�ST Y3 11�7�a(�� —770(�� 56778604�1� 1347348a8586 Y3 11�7(�e�� —37e�(� 5677460�174 134734300336 Y3 12 ��P o f�� 57 0�� 567649 0 55(�7 1347359 o P25f� Y3 13�65e�� —77e0� 5677580(�941 1347541077�� Y3 13�65o�f� —370�� 567718052�5 13475350�54� Y3 16 ��f� o�� 75 o O(� 56757� 0 1847 1347745 0 7165 Y3 19�670�� 810�� 56745103452 1348�81o3PJ12 Y3 2f��4�o�� 48067 56745507137 1348161oP217 Y3 21�25e�� —1130�7 5675760836� 13482�708164 Y3 21�29of�� —17PJo�� 5676280656� 134832107297 Y3 21�43e�� —17�0�� 56762306953 134833408213 Y3 21 � 57 o f�� — 12PJ o 25 567572 0 2142 134833f� 0 2851 NOTES: SEE SHEET 1C-1 -Preliminar - y PROJECT REFERENCE NO. SHEET NO. I-5000 1C-3 Location and Survevs DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERM�NENT E�SEMENT M�RKER IRON PIN & C�P P��IGN ST�TION OFFSET NORTH EP�ST Y4R 1��75o�f� —5�o�f� 56582�0�544 1347843a5217 Y4R 1�1�750�� —3�o�PJ 5658�107224 134783505212 Y4R 1 1� 0� o�J� — 5f� o�� 56581 f� o�546 1347866 0 4347 Y4R 1 1+ Of� o�PJ — 3PJ o P� 5657� 1 0 7225 1347858 0 4341 PERM�NENT E�SEMENT M�RKER IRON PIN & C�P P��IGN ST�TION OFFSET NORTH EP�ST Y5 1��O�a87 28031 56772804�81 134703�e3466 Y5 1�� 61 0 58 7(� 0 54 567685 0 4268 1347(�`�� 0 4368 PERM�NENT E�SEMENT M�RKER IRON PIN & CP�P P��IGN ST�TION OFFSET NORTH EP�ST RPR 19+Of�o�� �2oPP 56557106627 134745�Jo0572 RPR 2� ��5 o P�0 5f� o P�J 56565P o f�567 1347388 0��24 RPR 2���500� 920�� 565655033�2 134743�a57�1 RPR 2��41oP� 5f�o�PJ 56568203874 13473850�653 RPR 2��41o�f� 920�� 56568407�89 1347427e��11 RPR 21+56071 92oPPJ 56577901831 134743303998 RPR 21 � 74 0�J� 5(� o��l 5658�3 0 38�7 13473�4 a�685 RPR 21�74o�J� �2o�J� 56579602186 1347436a3518 RPR 22 � f�5 0�Jf� 5f� o�J�J 565833 0�345 13474�� 0 2614 RPR 22+�50�� �20�� 56582607634 134744106447 RPR 22�96oP6 92oP� 565�160482� 134745701�14 PERM�NENT E�SEMENT M�RKER IRON PIN & CP�P ��IGN ST�TION OFFSET NORTH E�ST RPD 29+81o�J�J 125017 56597704927 134748501886 RPD 33�2�0�0 66o�f� 56636103671 13473810���7 RPD 33 � 2f� o�� 1 1 1 o PJ� 566385 0 5� 1 1 1347419 0 89�J7 RPD 33�550�� 125o�1f� 566431o761P 13474�402718 RPD 34+35o0f� 1110�� 5664870�245 1347337081�1 RPD 34�4�oP� 66oPPJ 56646202415 13473��05312 RPD 34�5�o�f� 810�� 5664790621f� 13473�5e3221 PERM�NENT E�SEMENT M�RKER IRON PIN & C�P P��IGN ST�TION OFFSET NORTH EP�ST TR�IL 31�44048 —550�1 56624607177 1347478a8576 TR�I� 31�55082 —33048 56622605255 13474�204348 TR�IL 31�83o2�J 1�0�� 566188o15�J� 134752602�18 TRRI� 32+22055 54033 5661770�312 13475�2e46�4 TR�I� 32�27068 8a2� 566215046�8 1347566025�3 TR�I� 33�65o�f� —14041 5663250�141 1347656e2�58 TR�I� 33+65oPJ� —53o�PJ 5663610�6�3 134764204199 TR�IL 34�17o�J1 37063 5662�9a327f� 134772806179 TRRI� 34+42o�J� 82o�JPJ 56628807417 13477870�441 TR�IL 34�45o�JP 160�� 5663370�875 1347743a453� TR�1I� 34�6�o�J� —S�oP� 5663950�497 13477�6a66�� TR�I� 34�6(�0�0 —13oP1 5663680��72 134773208313 TR�I� 34�820�0 70o�f� 56632507�12 13478�7e1�44 TR�I� 36�650�� 17oP6 56649206618 13478990�(�65 TR�I� 37�120�� 170�7 56652508�82 1347�32e2382 TRRI� 37�2(�0�� 127oP� 56645308563 1348�1506525 TR�IL 37�7�0�0 141oP0 56647�032�2 1348�6�Jo8�77 TRRI� 39+44o�J� 121oP� 566641o�3Pf� 134818208161 TR�I� 3��51044 1802� 5667P2o62�2 1348(���0�348 TR�I� 3��61079 1210�16 566665082�6 13481�6e�518 TR�I� 39�77oP� 18055 56672704798 134811206�98 TR�I� 43�4�oPf� 31025 567�8105551 134815�e7�18 TR�IL 43+4�0�� 8�o�PJ 567�6205562 13482�405��� TR�IL 43�8�o�f� 6�0�� 5671�701879 13482�107686 TRRI� 43�8f�oP� 31o4PJ 56711803354 134817504256 TR�IL 45�f�4o57 —15077 5672480�4�1 13481�40�55� TR�I� 45��60�7 2�055 567227e1870 1348224e14�7 TRRI� 45�34054 —25025 5672760��36 13482�505853 TR�I� 45�47076 —7�045 5673120��41 1348175e041� TR�I� 46�61076 —77082 5674�J5o1�7P 134821�Jo2862 C1 PAVEMENT SCHEDULE PROP. APPROX. 1%2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, J PROP. 6" AGGREGATE BASE COURSE. AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C2 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C 3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, CL� AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C�j AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. C6 Ci 7 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. PROP. APPROX. 1%2„ ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D, �',8 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. D1 IPROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1„ D 2 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%2" IN DEPTH OR GREATER THAN 4" IN DEPTH. D3 E1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OD, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E 2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER THAN 5%2" IN DEPTH. E3 E5 PROP. APPROX. 8" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. APPROX. 14" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 532 LBS. PER SQ. YD. IN EACH OF THREE LAYERS. � R1 i J R3 R5 T U V1 V2 V3 W PRIME COAT AT A RATE OF 0.35 GAL. PER SQ. YD. 2'-6" CONCRETE CURB AND GUTTER (STD. 846.01) CONCRETE EXPRESSWAY GUTTER (STD. 846.01) 5" MONOLITHIC CONCRETE ISLAND (KEYED IN) (STD. 852.01) DOUBLE FACED CONCRETE BARRIER TYP T, T1 AND T2 (STD. 854.02) CONCRETE SHOULDER BERM GUTTER (STD. 846.01) EARTH MATERIAL EXISTING PAVEMENT VARIABLE DEPTH MILLING BITUMINOUS PAVEMENT (SEE DETAIL BELOW) MILLING BITUMINOUS PAVEMENT, 11/2" DEPTH MILLING BITUMINOUS PAVEMENT, 3" DEPTH VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL BELOW) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. PROJECT REFERENCE NO l -5000 ROADWAY DESIGN ENGINEER SHEET NO. 2A -/ PAVEMENT DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \ / ♦ !� A r / T /\ r A / APPROX. TH I C KN ESS OF SURFACE COURSE ------� i I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � NOTE: A TEMPORARY ASPHALT WEDGE WILL BE REQUIRED IMMEDIATELY AFTER MILLING TO ENSURE SMOOTH TRAVEL IF THE FINAL LAYER OF SURFACE COURSE IS NOT PLACED ON THE SAME DAY AS MILLING. VARIAB LE D E PTH MI LLI N G D ETAI L USE MILLING DETAIL AT RESURFACING TIES 1' TO 1.5' � �\ 15" * � * USE E3 ON -LPB-, TOTAL THINKNESS = 15" NARROW W I D E N I N G D ETAI L USE NARROW WIDENING DETAIL FOR CURB AND GUTTER REPLACEMENT (MIRROR FOR RIGHT SIDE APPLICATION) �. suRVEY DETAIL SHOWING METHOD OF WEDGING � � � � c � > c z � � � � � c � > c z � � � � � c � > c z � � � � � c � > c z � � � � � c � > c z � DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �t t Fill Ground �c4 �e r p ��o'��e Slope r Min. D= 1.5 Ft. FROM STA. 14 + 50 TO STA. 17 + 33 -TRAI L- (LT) FROM STA. 18 + 72 TO STA. 19 + 99 -TRAI L- (LT) FROM STA. 39 + 00 TO STA. 39 + 65 -TRAI L- (LT) FROM STA. 39 + 65 TO STA. 40 + 50 -TRAI L- (LT) FROM STA. 42 + 50 TO STA. 43 + 50 -TRAI L- (LT) FROM STA. 43 + 50 TO STA. 45 + 00 -TRAI L- (LT) FROM STA. 46 + 50 TO STA. 46 + 72 -TRAI L- (LT) FROM STA. 20+20 TO STA. 21 +50 -RPD- (LT) FROM STA. 28 + 00 TO STA. 31 + 00 -RPD- (LT) FROM STA.32+50 TO STA.34+50 -Yl- (RT) FROM STA. 36+50 TO STA. 37+50 -Yl- (RT) DETAIL 9 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill Natural 2, p,�� �,�e< Slope Ground 4 f or p F�° e d Geotextile Min. D=1.5 Ft. Type of Liner= Class I Rip-Rap Max. d=1.0 Ft. FROM STA. 19 + 50 TO STA. 20 + 20 -RPD- (LT) DETAIL 19 UTILITY ACCESS ROAD ( Not to Scale) ?'� � 16' � Fill Slope Geotextile Type of Liner= Class 'A' Rip-Rap D=1' FROM STA. 15 + 00 TO STA. 17 + 47 -RPD- (RT) DETAIL 27 LATERAL BASE DITCH ( Not to Scale) Natural 2�� �b F�qf �/' p< ' - ' Fill Ground d /er p,L•� ��e� 1'iFt. Slope Fo GEOTEXTILE B Min. D= 2.5 Ft. Max. d = 1.5 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= Class I Rip-Rap b= 5.0 Ft. FROM STA. 17 + 00 TO STA. 18 + 09 -RPA- (RT) DETAIL 2 TOE PROTECTION ( Not to Scale) o`� FILL NATURAL ��,'C��� SLOPE GROUND d GEOTEXTI LE d= 1.0 Ft. Type of Liner= Class 'B' Rip-Rap FROM STA. 12 + 00 TO STA. 17 + 00 -RPA- (RT) DETAIL 11 SPECIAL LATERAL DITCH w�l-IINGE ( Not to Scale) Natural Ground � 9,p 90� 1 Front `° b�' Ditch 4 � � Slope 6.0' I-- Min. D= 1.0 Ft. FROM STA. 56 + 00 TO STA. 63 + 00 -L- (RT) FROM STA. 63 + 00 TO STA. 65 + 50 -L- (RT) DETAIL 20 SPECIAL LATERAL 'V' DITCH ( Not to Scale) ot F�u Natural �,'.� �,�et Slope � Ground ?•) D F\o d Geotextile Min. D=1.5 Ft. Type of Liner= Class 'B' Rip-Rap Max. d=1.0 Ft. FROM STA. V+ 33 TO STA. 18 + 72 -TRAI L- (LT) FROM STA. 36 + 00 TO STA. 36 + 85 -TRAIL- (LT) FROM STA. 36+85 TO STA. 37+50 -TRAIL- (LT) DETAIL 28 CHANNEL IMPROVEMENTS ( Not to Scale) EX/ST GROUND '� ����: - CONNECT TOE OF CHANNEL TO EX/STING TOP OF BANK (SLOPE VAR/ABLEI 24' X 8' CONSPAN OR EQUNALENT STRUCT URE W/T H EQUAL OR BET lER CONVEYANCE W/TH A HE/GHT OF 9' fINCLUD/NG FOOTINGI AND 6" MITERED INLET HEADWALL � � ���� / 2.0' CLASS ll R/P RAP - (TYPI F/LTER FABR/C 24' CHANNEL WIOTH ALONG CULVERT FACE STA. 22 + 34 -Y3- (LT), STA. 22 + 34 -Y3- (RT) DETAIL 3 LATERAL BASE DITCH ( Not to Scale) f'� F �\ e Natural � �- � Soe Ground 3•� n�•1 1'�Ft. d � Min. D= 2.0 Ft. Geotextile g Max. d= 1.25 Ft. B = 3.0 Ft. b > 5.0 Ft. Type of Liner= Class I Rip-Rap FROM STA. 18 + 30 TO STA. 19 + 50 -RPD- (LT) EX/ST/NG GROUND l.0' �BUR/EDI CONNECT TOE OF J CHANNEL TO EX/ST/NG TOP OF BANK (SLOPE VAR/ABLE) DETAIL 21 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground '� Ground 2.� p �,•. Min. D= 2.0 Ft. � B = 3.0 Ft. FROM STA. 34 + 25 TO STA. 34 + 50 -TRAI L- (RT) DETAIL 4 LATERAL 'V' DITCH ( Not to Scale) � � �,� , '-- Fill F�4} o� p rL•. 1'iFt. Slope -RPD- fer Shoulder Min. D= 1.5 Ft. b > 2.0 Ft. FROM STA. 21 + 50 TO STA. 22 + 00 -RPD- (LT) FROM STA.24+00 TO STA. 28+00 -RPD- (LT) DETAIL 22 CHANNEL IMPROVEMENTS ( Not to Scale) 3@ 8' X l0' RCBC (BURIED l'J 9.2' W/DE CHANNEL MEASURED ALONG SKEWED CULVERT FACE CT �C� `'�� INSTALL 2.0' OF CLASS ll R/P RAP i TO EXIST/NG TOP OF GROUND °° GEOTEXT/LE � 2' SILLS AND 8.4' W/DE FLOODPLA/N �'S BENCHES MEASURED ALONG SKEWED CULVERT FACE; FLOODPLA/N BENCHES COMPR/SED OF CLASS ll R/P RAP AND NATNE MATER/AL TO TOP OF S/LLS STA. 18 + 31 -RPD- (LT) STA. 18 + 62 -RPD- (RT) DETAIL 5 SPEGAL CUT DITCH ( Not to Scale) Front � Ditch Gr�ound ?•j o� ��p�'�e� Slope ��ter Min. D= 1.0 Ft. FROM STA. 11 + 00 TO STA. 20 + 00 -Y2- (LT) FROM STA.12+15 TO STA.13+50 -Y3- (LT) FROM STA. 11 + 97 TO STA. 13 + 00 -Y3- (RT) FROM STA. 13 + 00 TO STA. 20 + 50 -Y3- (RT) DETAIL 14 TOE PROTECTION ?• j ( Not to Scale) d�tet or F� R���S� F%tfe� ,L.� �°;�S\oPe d Geotextile d = 1 Ft. Type of Liner= Class 'B' Rip-Rap FROM STA. 24 + 15 TO STA. 25 + 00 -RPD- (RT) Natural Min. D= 1.0 Ft. b = 5.0 Ft. DETAIL 6 BERM 'V' DITCH ( Not to Scale) � �► � D �'� RDWY FROM STA. 14 + 00 TO STA. 18 + 00 -Y2- (LT) DETAIL 15 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min. � Grade � 2'0 GEOTEXTILE J Type of Liner= Class II Rip-Rap STA. 34 + 50 -TRAI L- (RT) STA. 37+25 -TRAIL- (RT) STA. 39+55 -TRAIL- (RT) STA.43+60 -TRAIL- (RT) DETAIL 23 CHANNEL IMPROVEMENTS CONNECT TOE OF CHANNEL TO � Not to s�pie� EXIST/NG TOP OF BANK 3� 8' X 9' RCBC (SLOPE VAR/ABLEJ INSTALL 2.0' EX/ST�� ����� � � OF CLASS // GROUND o R/P RAP TO GEOTEXT/LE (TYPI J EX/STING TOP 9.2' W/DE CHANNEL �•5 OF �ROUND (TYPI MEASURED ALONG 2' S/LLS AND /6.6' W/DE SKEWED CULVERT FLOODPLA/N BENCH MEASURED FACE ALONG SKEWED CULVERT FACE STA. 45 + 04 -L- (LT) STA. 47 + 54 -L- (RT) Pipe or Ditch Outlet A L Square Prefoi Scour Hole (F (Rip Rap in basin not shown for clari PROJECT REFERENCE NO. l -5000 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2D -/ HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL 10 PREFORMED SCOUR HOLE *NOT TO SCALE PLAN VIEW SECTION A-A ,c�� PIPE (d = 15" OR 18") � S� �p�c D PSRM INFLOW :, _ ---�- LINER: CLASS B RIPRAP F'- B�'1 �� WITH GEOTEXTILE MIN.1 TUCK STA. 20 + 24 -RPA- (RT) STA. 28 + 10 -RPD- (RT) STA. 31 +40 -RPD- (RT) DETAIL 7 BERM 'V' DITCH ( Not to Scale) Natural � � Ground Z•� �,•.� d � Min. D= 1.0 Ft. PSRM b = 5.0 Ft. Type of Liner= PSRM RDWY FROM STA. 11 + 50 TO STA. 14 + 00 -Y2- (LTj DETAIL 17 STANDARD 'V' TAIL DITCH ( Not to Scale) Natural � Natural Ground �.� ,L.'� Ground D Min. D = 2.0 Ft. FROM STA. 10 + 85 TO STA. 11 + 68 -Y3- (RT) FROM STA. 39 + 55 TO STA. 39 + 65 -TRAIL- (RT) DETAIL 25 SPECIAL CUT DITCH ( Not to Scale) F�u Natural �,'.� ;,�gt Slope Ground ?•j D F\d d Geotextile Min. D=1.5 Ft. Type of Liner= Class 'B' Rip-Rap Max. d=1.0 Ft. FROM STA. 26 + 60 TO STA. 29 + 75 -TRAIL- (LT) FROM STA. 26 + 60 TO STA. 29 + 75 -TRAIL- (RT) INSTALL LEVEL AND FLUSH WITH NATURAL GROUND A J B= 4 D= 1.5 W= 4 QUANTITY PER SCOUR HOLE: 7 TONS CLASS 'B' RIP RAP 14 SY GEOTEXTILE 18 SY PSRM sroa DETAIL 8 TOE PROTECTION 2•� ( Not to Scale) ,��� OR ��' F���S/F�� �� S\ope °,oe FR �y�� F��� d Natural � PSRM Ground d = 1.0 Ft. Type of Liner= PSRM FROM STA. 16 + 75 TO STA. 18 + 15 -RPA- (LT) FROM STA. 13 + 50 TO STA. 17 + 50 -RPD- (LT) FROM STA. 22 + 00 TO STA. 24 + 00 -RPD- (LT) FROM STA. 31 + 70 TO STA. 32 + 50 -RPD- (LT) FROM STA.20+00 TO STA.22+00 -TRAIL- (LT) DETAIL 18 UTILITY ACCESS ROAD ( Not to Scale) 6:7 � 16' � o� Natural Front �,•� �et Ground Slope � O Geotextile Type of Liner= Class 'A' Rip-Rap FROM STA. 13 + 50 TO STA. 15 + 00 -RPD- (RT) DETAIL 26 STANDARD 'V' DITCH ( Not to Scale) Natural Natura) Ground ?.� '� Ground D �' � Geotextile J Min. D= 2.0 Ft. Type of Liner= Class 'B' Rip-Rap Max. d= 1.5 Ft. FROM STA. 36+85 TO STA. 37+25 -TRAIL- (RT) FROM STA. 43 + 50 TO STA. 43 + 60 -TRAIL- (RT) N Z O > w � S 321 £�' B ULB A VE/TULIP Q� 9/6 m',�� 924 l076 / m 1164 / 43648 US 32/ US 32/ 46928 56/28 -y�- -y/- 60208 A � �► � 2548 `� / 5820 � V 1/r-� CH� �NE 3028 a i 7020 2 _Y3_ ST �� (Y3) �' �� + 8576 20/7 ADT O 0 2037 A�T A-A - - - - - PROPOSED TAIL -DITCH - - _ _ EXIST GROUND� ?,� Z� PROP TAIL DITCH � 0 0 N � � � � � - US 32l � RAIVKIN LAKE RD. � z U \ w" z � 48284 US 32/ US 32/ 495/6 � 62/24 -yi- o -yi- 63676 �^ �� � 200 1'� i /432 Q 200 z � 1752 z � � +00.00 I.00 SEE S 10336 /952 2037 ADT WATSON IN�BS994 P�C 5 OF GAST INC 30.00 � � I HEET � PB 70 PG 29 �Y3) � / �I DOCU T NOT CONSIDERED FINAL � +50.00 Wf�E'- .O1 w UNLESS A SIGNATURES COMPLETED 37.00 � II a 77.0 � ESTS2 TONS AP � �� j /5" �.02 .�2 C � e-�'e' q°��ST 7 SY FF � �I �.__ o�� ' ex�S r�N� o a� I � 3 �' P / � N 40° 53' S3. ��l" � �N rq �NED el iC Ri � I _ �Pg1 �0 P PR�VAr I� SPECIAL CUT DITCH THOMAS C DAVIS HEIRS ,� E� c. Ec C �I� I SEE DETAIL 5 DB 358 PG i4s -RPD- PT StGi. J� f9O.Sl -�DE�AIL`�'� � � � I STANDARD 'V' TAIL DITCH -Yl- POT Sto. 24+22.38 SEE DETAIL 17 /2+202/ REESE qC R EN ��� _ 8„Q c I IC (Y3) EST 20 CY ��E -Yl- POT Sto. . � ER's �_ a + 63 J2 c�� .-s � iP A�Y �'esr ��� �� so.00 -Y3- POT Sto.10+00.00 EST 2 T� �� 3 � ES T 7 S° F F �� � 04 0 � 60.59 RPD) + 40.00 66.00 . � � � �� � � 729.70' � I I �`�` _ CLASS�g ' RIP RAP ��� �� (Y3) ��r s oi°q6�q3�� w � _ E�T 2`�NS ,r� ,r� V � � �� +oo.00 (Y�) � T - - - - - s oi 2i�i�� E i0000 � - �� - - ro600� - _ � ES1T-7-SY FF `-� `1-� � \ I 30.00 +31.41 �`�� ------5 04°43'i7°E ���-' _ _ ------ - �'�I- - �-__N�3°����q„ ��, � Q �I� � lY3) 57.00 91.00 _----��5'I7"E IOOo00' -------------- -- (RPD) �� ----- 72 C 3Sew - _ _ E /72v�6, \ \ \ _ � c�^I LL' +30.00 98.00 �`'rk� R ILROAD 10' GR_ _ - - - - - S Og _ - - -- - - - +35.00 � � CLA�S� ' RAP� ' - _ _ _ � ' � � F 'S- a 58.90 DISMAN7LED_ _ - - - - - _ _ _ - ��� EST 5 TON � '- Rc ___-- __- � � _ EST 14 SY FF (Y3 � � ' � R - - - o - - 00� _ _ - - � - � - _ io' B�K wa�� `�- � `- ` +70.0� y�, � � � � C_ ki-�`^�' _ _ - -S Og 13'��„ E =300°_ - - - � 72" CHL I�,+5RPD) S� � esT 37.00 � ,��I� - � _ s �oo - ' - - `�'�,- . . 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EO � \�\ I � � I I � 6 S ��� `". • � EXIST.fLW o �, RAMP is�esr Q ♦� � I �� EMOVE EX TING BRIDGE � 4� esr -' � � -�- coNc I � � I � � I � F� I � h' � �j IF �' .� �M\� AND GRADE MBANKMENT Q� 6 �� I I � � I � s /8" � • 0 � � BACK TO M TCH NATURAL -LPB- � � I I � C �_ � ' I Ro� - OVERBANK T POGRAPHY. � z / II � � I I I_ � I w � D S�B� � + �� \ \� ATA GRADE AREAPPR�PRIAT Pls Sto 10+84.10 RAMP i � I ��I o I � f4 , - � � PA I STA. 2 39 (RT) � T�� �S OBION CONT MEASURES�i - POT Sto. l OO.00 e� = 23° �' 23.7" �3 -LcPB- +� � � � � �2 . ' �5° W � � � LED. LS = � S.�Di � I �0 46 O�� cv � , 30�� c&�15+00 S 89°l8' 49.0" E � � � �� �� � a � � coNc � c�� osE� �RA ���,� LT =�.1� � � I � � b 41 C F esr o 51 F � IL GENERAL � , � r i�- i5 R cP B �� ' I z � p ' � .�? N C E) \ GUARDRAIL BARRICADE ST = 42.37 � � � � �� I t - -c�} - �P -� � R � L to. - 6 2/. r�,) I I RN' �R� � � +50.00 _Y4A- / / ��15,_ __- \ �I� I I � coN W s° ci +.00� S o���� a +�5.00 -y4A- PC Sto 12+49.29 Pl Sto 13+33.0/ / e,' � _ F� R� F� \ I�! � �-� � � ia" wi s �T o s o�� \ � � N ,. �• � 4'� S 30.00 + � , „ .. �c� _ _ -LPB ST Sto. l��.3.8/ � coN� �I I I /5 I � o ND & LUG . p A+ 51. � �50.00 B Y 3- 3 4 _ / � LPB I I W .0 52 ON � S REM�OV �'p 0 /08 24 30;5 (RT J �cNA�� � I I� I �� � 05 � B Y 3- 3 `� E � �� \ J`` �F -Y4A- D= 38 /l 49.9 ���� �CS�o. 14+08.8/ �I�� � I � � � � i"`� ► 3 �°- . P ;.o D S � I w � a �T � +oo.00 �- � I L- 2 8 3. 8/ � � ���' �� - Y l- P O T S t o. 3 0+ 9 7. 4 6 I � �\ � � C V � I�� � ��-� �� o �� , TA/L l 7(RPA) R ANY EXIS ING� A�MOR � S� \ AT-1 J 3 0. 0 0 � T= 2 O S. O l � � � _ _ � a � � + 7 a. o 0 H NEL BANKS WE f� E � � I � �j � %� P � � \ � � � � �a '� � 50.00 A G AS DE MINE � � � � 50.00 �� , i� � L B OT Sto. l7 34.06 � � o �+ I i Z , m ' 2 �� �� Fx,sT, � � � � � � � � � � o o � 9.00 H FIELD AND ITHW \ � R= IJ�OOO // � RETAIN RETAIN � � � � �•�5 ] RPA E MITTING UM S �� `�� S� \ o"� R� I SE = EXIST. � � � a --h�56.71 R A �\ AT- . �� �� w F / m SYSTEM SY�STEM ca I° � � �6 � a �- �B o I� � � 3�� , � o � o.00 +5 �i -RP �T Sto. 56.7/ �� ��,\S 6`Y� r\ � E s � / U S 3 2 1 F� I- 8 S � 053 \ I vi I F � i 6 2° � i. 0 �� � 2. 0 ( R P A)+ 4 7. 0 0 N° . 5 0. 8�� E GRAD��� D��RA �� �� 2• q� � \ iL � � + � 47452 ��, � � I � I 191. 00 A F T E R A S P H A L� f�� b 1 � V A � i'" �\��� `S 2O . �� � G II, P l s S t o l 4 5/ J 8 ��C / I I I ' 6 0 9 7 2 5 9 � � I � � _ C / I w " W E L B O W S �� �� �� •'� ���� � � T �` PD PT Sto. 27+45.3/ � � , � Bs = 125.�� 23.7 �1 II �� � C B N T 0 R D I � � 5� � � � I Ih � ' � RC j _ � I a ��OR D& LUG �O �' ,\ � � \ _ , I I � 72 � ' 27568 � � � � �� � � �5�� (RPA) � � � � � L T - 8 4. 1 0 � 3 9 2 4 8 A D J U S T T O P I � � � ( R C P 1 � F + 4 1. 0 0 ,,' � S T = 4 2.. 3 7� \, I _ � � _ T I E T O P R O P C U R B F � �� I I � � � �� �� ,� � 5 0. 0 0 CITY OF G TONIA �' �� - .��' ���\ �\ � T_ j� � � 9 0 6 0 4 / 8 5 / 8 5 / 1 3 7 6 0 � I i 0 5 9 2. 0 0 , D B 1 0 7 4 � 6 5 2 � fl�= �g�� R C P �� I 1� � - - 115644 -L - -L - l5/360 � \ \ I L P B � RETAIN � I � �„5 IF ,� 0 3 6 11E 5 2 w I w ��\ ex� S T �\\ - Y 4,4- \ o __ B �- 2 I f + � 2 0 0 5/ 6 0 � p S Y S T E M � I I i � ��� \�, � � „� -� - _ + /0 �c R'�' �� -_ �\� `� S C S t o. l l 2 5. 0 0 2 0 0 0 �, � 6 7 6 0 I � T I B I I � ' / , T L P R C S t o. 4 . 5 1\ � , � - �, ;� TIE INTO I � I � � � 0 � � 5 �� EE TAl l ) (RPA) \� ' „ � , � , � +8�.00 � -Y4A- PT E ��� \\ ��\ \ � � EXIST SYSTEM � I 4 � i I � T I T H � E �R -� P D� � C I T Y O F G A S T O N I A 1 \ St " /9472 20/7 �' I " ' OV ' 2Q+ +0 . 0 W 158.00 � DB 1074 PG 652 � \\ 0• \ 22/92 , 2037 � � � �\ �\ \ � � � I � I � J i � �-I I �„ I 5. 0 � � ,, I I � �� r ;, ,�-iv� T R�fL - St . 3+10.67 �\� \ S P E C I A L L A T E R A L V D I T C H I � Q w 4�,� G� I % 9 � 5 �`' � �\\�\ �� \ S� DETAIL I � � j�l � �� \ R � l� 52 � � � �F � ' . ,� I _Y2- -Y4A- � ��� � �'��' � ��� -LPB- � j i� I I � � �T 1 , � m � ; � � ,� � � �P P +oo o � + Pl t l + 4 � ��� � X� � �� �, � � I ,; � i � s� s � I Pl Sto 3/ 09.98„ S o 2 9, .85 „ � ��� � � \� ST Sto. IO+OQ.QO j � � I � � �, 3 ; � � q� oN 90: o p- 5/ 04 32.1 fLTI 0- 20 39 24.3 fLTI � � � �� � � � \�30„ - P - - - - - 0�-3 � I °� ° � � � � ' ', � i� ' � - � 135. 0 D = 6° 00' 00.0" D = 22° 55' 05.9„ �, �� ���� � �\� � � � � � I �' , o', o m �; ,� F A o L= 85/.26' , L= 90.13' , REVISED SIGNAL � � �3-e� � s � � S , . � � � �� � � �' o �, � Rc�-N� � T = 456.25 T = 45.56 � �I \ sT \ \\ SPECIAL LATERAL V DITC 5 � � � I �� a = I \ %� � R= 954.9,3' R= 250.0�� \ � \ \ \ \ SEE DETAIL I R / I `� � � � � �\� � \\� - � � � � � I � � � �� ' o P � ,1 $ RPA RPD � � �� � �� P PAVEMENT REMOVAL � � �� \ \ B � 2 0 I I a /� o , 052 �c-, � � ��� � \\� � � � � � I � � � � � � � S� Pl Sto 25 +10. , �� �� � ��� � � � � 35 33 Pl Sto 32+27 75 i � � ��� I � � RO T EQ � � , � 2Gl �i � Pl Sf0 /8 f98. ,� �, � ��� � � F � T A I L i � � 3 �Q '� 0= 66 49 07.3 (RT ) �= 8° 59' 38.6" (RT J p= 50° 43' 44.7" (LT J �� � � � � \� \ � �\�\ � i � �s �� o � , � � � _ � , „ p = l° 54' 35.5" D - l6 22 /2.8 ° � �� PROP. 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