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HomeMy WebLinkAbout20181732 Ver 1_R-2307 Catawba December 21 2018_20181227�STxiTEo,� ; ���v�`� o�y4� ��y ` _ � � ���a � m ���� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR December 21, 2018 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Nicholle Braspennicl� NCDOT Coordinator JAMES H. TROGDON, III SECRETARY Subject: Application for Individual Section 404 Individual Permit, Section 401 Water Quality Certification, and Riparian Buffer Certification for the Widening of NC 150 from the NC 16 Bypass in Catawba County to just west of the US 21/NC 150 Interchange in Iredell County, including the Interchange with I-77. Federal Aid Project No. STP-150(19), Division 12, TIP No. R-2307 and I-5717, Debit $570 from WBS 37944.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to improve the NC 150 corridor for a length of approximately 15 miles from the NC 16 Bypass in Catawba County to just west of the US 21/NC 150 Interchange in Iredell County, North Carolina (NCDOT STIP Project No. R-2307). The proposed project also includes improvements to the I-77/NC 150 interchange in Mooresville (NCDOT STIP Project No. I-5717). This is a Phased Individual Permit application. The project is divided into an A and B section. Section A(R-2307 A) extends from NC 16 Bypass to SR 1902 (Harvel Road) and Section B(R-2307 B) extends from Harvel Road to the US 21/NC 150 interchange, and includes the I-5717 component, the I-77 interchange. This application presents "final" impacts for the B section of the project, and "preliminary" impacts for the A section of the project. The B section is scheduled to let to construction in July 2019, and the A section is scheduled for October 2024. Please see the enclosed ENG application form, Division of Mitigation Services (DMS) mitigation acceptance letter, permit drawing review meeting minutes, State Stormwater Management Plan (SMP), permit drawings, buffer drawings, and design plans for the B section of the project, and preliminary drawings from the A section. Mailing Address: Location: NC DEPARTMENT OF TRANSPORTATION Telephone: (919) 707-6000 1 �2� BIRCH RIDGE DRIVE $NVIRONMENT ANALYSIS UNIT Customer Service: 1-877-368-4968 R.SLEIGH NC 2%61� 1 S9H MAIL SERVICE CENTER RnLE[GxNC27699-1598 Website: www.ncdot.gov PURPOSE AND NEED The purpose and need for these projects are to improve capacity and reduce congestion along NC 150 from the NC 16 Bypass to just west of the US 21 Interchange. NC 150 serves traffic demands and travel patterns for commuters and other travelers within and outside of the project study area and is a major east-west route between Shelby, Lincolnton, and Mooresville. Currently, heavy traffic occurs during peak periods within the project limits, resulting in frequent congestion and delays. Existing traffic congestion within the NC 150 corridor results in excessive travel times for commuters and travelers. Projected growth in the corridor, particularly around the I-77 interchange, will continue to increase these delays and travel times. A Traffic Forecast Report was completed for the project in September 2013. The findings of the report indicated that 2015 NC 150 traffic volumes exceed two-lane capacity (14,300 vpd) between Sherrills Ford Road and the I-77 Interchange commercial district and that west of Sherrills Ford Road, NC 150 traffic volumes are anticipated to exceed capacity between 2015 and 2020. Existing traffic volumes within the I-77 commercial district already exceed the capacity of a five-lane facility (39,800 vpd). Design year (2040) traffic volumes along NC 150 within the project corridor range from approximately 18,000 vpd at NC 16 Bypass to 58,700 vpd at I-77. East of I-77, projected design year traffic volumes range from 53,100 to 45,300 vpd at US 21. Proj ected traffic volumes along the entire length of NC 150 will exceed two-lane capacity by 2040. Additionally, five-lane capacity will be exceeded from the Mooresville Crossing shopping center entrance to US 21 by 2040. Table 2.4.1 of the EA shows the intersection LOS and delay along NC 150 within the project corridor based off of the base year (2015) traffic volumes and the No-Build traffic volumes far the design year (2040). The proposed action includes widening, replacing several bridges, and access management measures. The proposed roadway cross-section will be a four-lane, divided facility including curb and gutter. In the rural areas, the median is 46 feet wide with eight-foot shoulders. In the more urban/suburban areas, the median is a 23-foot raised median with ten-foot shoulders. The proposed project also includes reconfiguring the I-77/NC 150 interchange. NEPA DOCUMENT HISTORY An Environmental Assessment (EA) was completed for this project in March of 2016, and a Finding of No Significant Impact (FONSI) was completed in June 2016. Additional copies will be provided upon request. In compliance with the NEPA/404 Merger Process, project Concurrence points and dates are noted below: Concurrence Point 1 was reached on December 12, 2012. A revised Concurrence Point 1 meeting was held and reached on August 13, 2014 to include the interchange with I-77 as TIP I-5717. To ensure a coordinated design, NCDOT is combining the two STIP projects into one environmental document. NCDOT proposes this approach because the projects are adjacent to each other and it would be practicable to develop the interchange modifications in coordination with the NC 150 widening improvements. Concurrence Point 2 was reached on August 13, 2014. A revised CP 2 was reached on October 8, 2015. Concurrence Point 2A was reached on June 10, 2015. Concurrence Point 3 was reached on February 8, 2017. Concurrence Point 4A was reached on March 22, 2017. R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 2 of 12 Concurrence 4B (far R-2307 B) was held on April 12, 2017. Concurrence 4C (for R-2307 B) was held on February 7, 2018. Indirect Cumulative Impact Analysis A Community Impact Assessment and an Indirect and Cumulative Effects Report and Land Use Scenario Assessment was prepared for this project in June 2014. Copies of the document are available on request. Indirect Effects Summary Local planners currently feel that the proposed R-2307 project is likely to have a minor increase on the pace or intensity of development. Since there are so few roads crossing Lake Norman, widening the road is not expected to change travel patterns, but will improve the level of service for drivers currently using the road and those who will begin using the road in the future because of residential and commercial growth within the FLUSA. A four-lane road may attract new businesses or light industries who desire easier access to an interstate, although this effect is expected to be minor since most anticipated major commercial nodes on the corridor are already at the interchanges of NC 150 with an interstate (I-77) or major highway (NC 16 Bypass). For these reasons, construction of R-2307 is expected to have a minor indirect effect on land use decisions in the FLUSA. The Indirect and Cumulative Effects Screening Matrix resulted in a conclusion of Possible Indirect Scenario Assessment. A Land Use Scenario Assessment has been completed to further evaluate the nature and extent of these potential effects. Cumulative Effects Past and Future Projects — Development in the past few years included redevelopment at the NC 150/NC 16 intersection and continued expansion and infill at the NC 150/I-77 interchange. A new library is under construction in the northeast quadrant of NC 150 and Sherrills Ford Road. An interchange was recently completed at I-77 and Brawley School Road. In the FLUSA, several new developments are planned, as described in Section 2. Current Project — The proposed project would widen approximately 12.5 miles of NC 150 from a two- or three-lane undivided roadway to four lanes with a median, likely with partial control of access along existing alignment and limited control of access on new alignment. A median is proposed to be constructed along the remaining 2 miles of the corridor, which is currently a combination of a four- and five-lane undivided roadway. Three new location alternatives (between 1.7 and 2.2 miles long, depending on alternative) are under consideration to avoid or minimize impacts to the Terrell Historic District. There are approximately 25,000 acres of land in the FLUSA. Of this, approximately 10,000 acres (40%) is currently developed. Of the 15,000 acres of undeveloped area, less than 1,000 acres (4% of the total) is considered constrained — protected by ponds, stream buffers and floodway restrictions. The remaining 14,000 acres (56% of the total) of land is classified as undeveloped/ unconstrained, which generally represents land within the FLUSA that could be developed in the future. In summary, several commercial developments have been constructed recently or are planned for construction in the near future. Other infrastructure and development projects are anticipated at a slow but steady pace. This project is expected to result in a minor decrease in travel time for most drivers but may increase access and exposure to properties along a potential new alignment section. According to local planners, development is likely to be concentrated in "village nodes" and at the interchanges at the project termini. Due to the level of protection of environmental resources, the additional development as a result of the Build Scenarios is not anticipated to result in significant cumulative impacts to natural resources. R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 3 of 12 CULTURAL RESOURCES Section 106 On August 25, 2015, NCDOT, FHWA, and HPO met for a consultation about project effects on National Register-listed and -eligible resources. There are two Section 106 eligible resource within the selected alternative, and the project will have No Adverse Effect on both resources. Concurrence forms documenting the effects findings contained in Appendix B of the EA. Section 4(f) The Marshall Steam Station is the only 4( fl resource found in the selected alternative. Proposed earthwork would require the acquisition of approximately 0.47 acre of property from the Marshall Steam Station. Level of impact and nature of use resulted in a de minimis finding. Archaeological Resources NCDOT provided project information to the HPO on August 13, 2015. Based upon review of that information, HPO did not recommend an archaeological survey in their correspondence of October 13, 2015. Wild and Scenic River System There are no Wild and Scenic Rivers in the project area. RESOURCE STATUS Wetland and stream determinations within R-2307 were conducted using the field delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual and subsequent guidance including the Eastern Mountains and Piedmont Regional Supplement. Mr. Steve Kichefski of the U.S. Army Corps of Engineers (USACE) conducted a preliminary jurisdictional determination on May 27, 2015. Jurisdictional features within the R-2307 project are all within the Catawba River Basin, Hydrologic Unit Code 03050101. There are no High Quality Waters (HQWs), Outstanding Resource Waters (ORWs), 303d-listed impaired streams, trout waters, primary nursery areas, or anadromous �sh waters within the study area, or within one mile downstream of the study area. Lake Norman is a water supply lake and it, and its tributaries, are designated as Water Supply-IV, Class B, Critical Area waters. R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 4 of 12 IMPACTS TO WATERS OF THE United States Tables 1-4 provide impact values and descriptions of jurisdictional water resources for the project. Site numbers correspond with the permit (hydraulic) drawings included in this application. Table 1-1: U-2307 B"Final" Wetland Im acts (values in acres) Permanent Permit NRTR Wetland Mechanized Hand Site Site NC WAM Classification Size Fill in Clearing Clearing Wetlands 7 WA Non-Tidal Freshwater Marsh 0.06 0.05 <OA1 -- Fill for Total Wetland Impacts: 0.05 <0.01 -- Total Loss of Water Impacts 0.06 Total Wetland Impacts Requested from DMS: 0.06 Table 1-2: U-2307 A Plan Sheet NRTR No. Site 7 WB 2 WE 2 WK Wetland I NC WAM Classification icts (values in acres) Wetland Size Permanent Fill in Wetlands eadwater Forest 0.57 0.35 eadwater Forest 0.3 0.08 on-Tidal Freshwater Marsh 0.39 0.30 Total Wetland Imnacts: 0.73 Impact Description Preliminary Impact Description New location roadway. Fill for roadway widen Fill for roadwav widen R-2307 Project Total Wetland Impact: 0.79 R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 5 of 12 Table 2-1: R-2307 B Stream Im a Permit Stream Name/ Status/ Site NRTR ID Class � UT to Lakc Norman Intermittcnt SK WS-IV, B;CA 8 UT to Lake Norman Perennial 9 SL WS-IV, B;CA 10 UT to Lake Norman Perennial SM WS-IV, B;CA 11 UT to Lake Norman Perennial 12 SN WS-IV, B;CA Total Stream Imp Total s (values in linear feet) Perm. Temp. ACOE DWR Channel Channel Required Required Im acts Im acts Miti ation Miti atior 117 -- 117 0 39 -- 107 0 68 17 97 20 97 0 98 19 126 0 28 20 447 76 447 0 uested from DMS: 447 Impact Description A 24" RCP will convey UT to Lake Norman under the widened roadway. An existing 60" RCP will be extended to convey UT to Lake Norman under the widened roadway. An existing 78" RCP will be extended to convey UT to Lake Norman under the widened roadway. An existing 60" RCP will be extended to convey UT to Lake Norman under the widened roadway. Table 2-2: R-2307 A Preliminar Stream Im acts (values in linear feet) Perm. Channel Plan ACOE DWR Stream Name/ Status/ Impacts Sheet NRTR ID Class Temp. Channel Required Required Preliminary Impact Description No. Im acts Mitigation Mitigation 2 UT Killian Creek Perennial 204 204 204 An existing 5' x 4.5' Box Culvert will be extended or replaced to convey UT SA C to Killian Creek under the widened roadwa . 2 UT Killian Creek Perennial 193 193 193 An existing 4' x 4' Box Culvert will be extended to convey UT to Killian SB C Creek under the widened roadwa . UT Lake Norman Intermittent UT to Lake Norman begins outside of any drainage structure. It will be 3 SC WS-IV,B;CA 188 188 0 impacted by the widened roadway, and placed into a drainage structure, to be determined. Bettie Creek will be impacted by the new location roadway. The structure 7 Bettie Creek (1) Intermittent 236 236 0 that will carry Bettie Creek is to be determined, but will be reviewed at a WS-N,B;CA future Mer er Meetin . 8 UT Beaverdam Ck Intermittent 46 46 0 UT to Beaverdam Creek and Beaverdam Creek will be impacted by the new SJ WS-IV,B;CA location roadway. The structure that will carry UT to Beaverdam and 8 Beaverdam Creek Perennial 250 250 250 Beaverdam Creek is to be determined, but will be reviewed at a future (1) WS-IV,B;CA Mer er Meetin . Total Stream Im acts 1,117 1,117 647 R-2307 Project Total Stream Impact: 1,564 R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 6 of 12 Table 3-1: U-2307 B Pond/ Lake Norman Im acts (values in acres Permit NRTR Permanent Temporary Site Site Pond Size Fill Fill � 0 0 � <0.01 <0.01 Lake 32 475 3.11 Norman ' 3.91 0.01 0.02 A standard base ditch will be used to drain a small depressional area (non jurisdictional) to Lake <0.01 Norman. The impact is the result of Class II rip-rap placed in the Lake for erosion control/ diffusion of velocit at the end of the ditch. * A standard base ditch will be used to drain a hazardous spill basin to Lake Norman. The impact is 0.02 the result of Class II rip-rap placed in the Lake for erosion control/ diffusion of velocity at the end of the ditch. * The existing rock causeway will be expanded to accommodate a new bridge. Impact Description A standard base ditch will be used to drain a hazardous spill basin to Lake Norman. The impact is 0.02 the result of Class II rip-rap placed in the Lake for erosion controU diffusion of velocity at the end of the ditch. * A standard base ditch will be used to drain a hazardous spill basin to Lake Norman. The impact is 0.06 the result of Class II rip-rap placed in the Lake for erosion control/ diffusion of velocity at the end of the ditch. * Total Pond Impacts: � 7.05 � 0.1 � * The iill in the lake will be placed so that it does not create a navigational hazard to lake users. Table 3-2: U-2307 A Pond/ Lake Norman Plan NRTR Site Sheet No 4 Lake Norman/ Reed Creek 4 5 Lake Norman/ Mountain Creek 6 Pond Size 32,475** Permanent Fill 0.93 1.61 2.15 1.34 6.03 es in acres Preliminary Impact Description Current causeways will need to be widened to accommodate a wider roadway. Total Pond R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 7 of 12 Table 4-1: R-2307 B Riparian Buffer Impacts (values in sauare f Zone 1 4.288 Total Buffer dge/Allowable Zone 2 Total 3,494 7,782 Minus Wetlands in Buffer: Mitigation repuested from DMS: Zone 1 20.406 2 none Road Crossing� Zone 2 14,922 for this project 14,922 Total 34.563 Table 4-2: Buffer Cross-Walk (Buffer Sites to Corres ondin Jurisdictional Im act Site) Buffer Site Number Jurisdictional Resources Site Number 1 no corresponding JD site/ no impacts to Lake Norman 2 no corres ondin JD site/ no im acts to Lake Norman 3 1 4 2 5 3 6 4 7 5 8 no corres ondin JD site/ no im acts to Lake Norman 9 6 10 no corres ondin JD site/ no im acts to Lake Norman R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 8 of 12 Table 5: R-2307 Cumulative Im acts Impact Type R-2307 B R-2307 A R-2307 Total Fill 0.05 0.73 0.78 � Excavation -- -- zero � � � Mechanized Clearin <0.01 -- <0.01 �� Total Mitigable 0.06 0.73 0.79 Tem ora -- -- -- Hand Clearin -- -- -- Permanent Loss of Water Intermittent 117 470 587 Permanent Loss of Water Perennial 330 657 987 � Total Miti able 447 1,127 1,574 � � Bank Stabilization Intermittent -- -- -- � � Bank Stabilization Perennial -- -- -- v� �,� Total Permanent Impact 447 1,127 447 Tem orar Intermittent -- -- -- Tem orar Perennial 76 -- 76 Total Tem orar Im act 76 -- 1,574 � ; Permanent (acres) 7.05 6.03 13.08 a� � 3 Temporary (acres) 0.1 -- 0.1 Allowable Zone 1 4,288 �vot pYo�e�ted 4,288 Miti able Zone 1 20,406 �vot pYo�e�ted 20,406 �, Minus Zone 1 Wetlands -- �vot pYo�e�ted -- �� Total Miti atable Zone 1 20,406 Notprojecte�t 20,406 �� Allowable Zone 2 3 494 �vot pro�e�ted 3 494 Gq s > > � Miti able Zone 2 14,922 �vot projected 14,922 Minus Zone 2 Wetlands -- �vot proje�ted -- Total Miti atable Zone 2 14,922 �vot projected 14,922 R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 9 of 12 FEDERALLY PROTECTED SPECIES Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. The USFWS lists the following federally protected species for Iredell and Catawba Counties. Table 6: Federally protected species listed for Catawba and Iredell Counties as of June 27, 2018 County Common Name Scientific Nome Federal Habitat Biological Last Status Present Conclusion Surve Catawba Dwarf-flowered Hexastylis Threatened Yes No Effect 2/23/2013 & Iredell heartleaf nani ora Catawba Northern long- Myotis Threatened No Compliant & Iredell eared bat se tentrionalis with 4(d) Catawba Schweinitz's Helianthus Endangered Yes No Effect 9/27/2013 sunflower schweinitzii Clemmys Threatened Iredell Bog turtle muhlenbergii due to similarity No Not Required -- of a earance Bald Eagle and Golden Eagle Protection Act The lakeshore of Lake Norman does support bald eagle habitat. A review of the NCNHP Natural Heritage Element Occurrences (NHEO) (July 2014 dataset) indicates one known occurrence, within 1.0 mile of the study area. No nests and no known occurrences were detected within the corridor during field studies conducted between May 2014 and June 2014. A desktop GIS analysis of the project study area, as well as a 1.13-mile radius (1.0 mile plus 660 feet) of the project limits, was performed in May 2013, using 2012 color aerials. Lake Norman is large enough and sufficiently open to be considered a potential feeding source for the bald eagle. A survey of the projeci study area was conducted in May 2013 and no nests were found. Additionally, a review ofNCNHP Natural Heritage Element Occurrences (NHEO) (July 2014 dataset) revealed one known occurrence of this species, within 2.0 miles of the project study area. That occurrence is known as the "Catawba #2 Duke Energy Marshall Steam Station" site and had an active nest in 2011. The active nest site is approximately 0.4 miles northwest from the intersection of NC 150 and SR 1902 (Harvel Road). Due to the distance from the study area, (>660 feet), it has been determined that this project will not affect this species. R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 10 of 12 AVOIDANCE, MINIMIZATION AND MITIGATION The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, at all stages of a project, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Overall avoidance and minimization measures include: Grass swales were added/created anywhere there was room to allow for stormwater treatment and velocity reduction. Hazardous spill basins were designed under transmission lines; however, Duke Energy would not permit these stormwater devices under transmission lines. Specific avoidance and minimization measures include: Roadwav Plansheet 5(No 404 Site Number, Site 1 and 3 on Buffer Drawin�s): Avoidance Roadway slopes were reduced to avoid 404 impacts. (However, Catawba Buffer impacts remain). Sites 3 and 4: Minimization The multi-use path on the bridge will be used to collect stormwater so it will not directly discharge into Lake Norman. Stormwater will be collected into hazardous spill basins on either side of the bridge. Site 5: Avoidance and Minimization Fill slopes and drainage related impacts were shifted to avoid impacts to the wetland. Sheet 9(No 404 Site Number, Site 8 on Buffer Drawin�sl: Avoidance Fill slopes and drainage related impacts were shifted to avoid impacts to Lake Norman. (However, Catawba Buffer Impacts to remain. Site 7: Minimization There will be no roadway drainage directly to this stream. All roadway water is being carried for treatment in a basin. Sheets 16, 17, 18, 19, 20, 21, 22 (No Jurisdictional Impacts) Minimization All stormwater on these pages are routed to a basin for treatment and velocity reduction. Mitigation: NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent practicable as described above. The remaining unavoidable impacts for R-2307 B, noted below, will be mitigated for by the NC Division of Mitigation Services as noted in the attached acceptance letter. 0.06 acre of riparian wetland, 4471inear feet of streams, 20,406 square feet of Zone 1, and 14,992 square feet of Zone 2 of Catawba Buffer, The mitigation for the R-2307 A impacts have not been requested, as the projected construction start date for the A section is greater than 5 years. R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 11 of 12 REGULATORY APPROVALS Section 404: Application is hereby made for a modification to the USACE Individua1404 Permit as required for the above-described activities. Section 401 and Catawba River Riparian Buffer Authorization: We are hereby requesting a modification to the 401 Water Quality Certification from the N. C. Division of Water Resources. In compliance with Section 143 215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the Section 401 permit application previously noted in this application (see Subject line). Thank you for your assistance with this project. If you have any questions or need additional information, please contact Michael Turchy at maturchy@ncdot.gov or (919) 707-6157. A copy of this application and distribution list will also be posted on the NCDOT website at: http://connect.ncdot. gov/resources/Environmental/Pages. Sincerely, I , � ���� Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 12 of 12 U.S. ARMY CORPS OF ENGINEERS APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003 EXPIRES: 28 FEBRUARY 2013 33 CFR 325. The proponent agency is CECW-CO-R. Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE F/LLED BYAPPL/CANT) 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Philip Middle - S Last - Harris First - Middle - Last - Company - NCDOT-Environmenal Assessment Unit Company - E-mail Address -maturchy@ncdot.gov E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- 1548 Mail Service Center Address- City - Raleigh State - NC Zip - 27699 Country -USA City - State - Zip - Country - 7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax 919-707-6100 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) R-2307 B Widening of NC 150 from NC 16 to US 21, including the interchange with I-77. 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Multiple water-bodies, see attached permit drawings Address 15. LOCATION OF PROJECT Latitude: �N 35.604806 Longitude: �W -80.943649 City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 7. DIRECTIONS TO THE SITE 'Vestern terminus: NC 16 in Catawba County, US 21 in Iredell County. Includes exit 36 on I-77 in Iredell County. 18. Nature of Activity (Description of project, include all features) The North Carolina Department of Transportation (NCDOT) proposes to improve the NC 150 corridor for a length of approximately 15 miles from the NC 16 Bypass in Catawba County to just west of the US 21/NC 150 Interchange in Iredell County, North Carolina (NCDOT STIP Project No. R-2307). The proposed project also includes improvements to the I-77/NC 150 interchange in Mooresville (NCDOT STIP Project No. I-5717). This is a Phased Individual Permit application. The project is divided into an A and B section. Section A(R-2307 A) extends from NC 16 Bypass to SR 1902 (Harvel Road) and Section B(R-2307 B) extends from Harvel Road to the US 21/NC 150 interchange & includes the I-5717 component, the I-77 interchange. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The purpose and need for these projects are to improve capacity and reduce congestion along NC 150 from the NC 16 Bypass to just west of the US 21 Interchange. NC 150 serves traffic demands and travel patterns for commuters and other travelers within and outside of the project study area and is a major east-west route between Shelby, Lincolnton, and Mooresville. Currently, heavy traffic occurs during peak periods within the project limits, resulting in frequent congestion and delays. Existing traffic congestion within the NC 150 corridor results in excessive travel times for commuters and travelers. Projected growth in the corridor, particularly around the I-77 interchange, will continue to increase these delays and travel times. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Impacts will result from the widening the roadway and shoulders, lengthening and/or replacing hydraulic structures, as well as bridge construction. I21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Amount in Cubic Yards Type Amount in Cubic Yards See attached cover letter See attached cover letter 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres See attached cover letter or I Linear Feet See attached cover letter 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter Type Amount in Cubic Yards See attached cover letter ENG FORM 4345, OCT 2012 Page 2 of 3 24. Is Any Portion of the Work Already Complete? Yes QNo IF YES, DESCRIBE THE COMPLETED WORK 25. Addresses of Adjoining Property Owners, Lessees, EtC., WhOS@ PfOp@f[Y AdJ0111S th2 W8t@fbOdY (if more than can 6e entered here, please attach a supplemental list). a. Address- City - b. Address- City - c. Address- City - d. Address- City - e. Address- State - State - State - State - State - Zip - Zip - Zip - Zip - Zip - l26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER * Would include but is not restricted to zoning, building, and flood plain permits DATE APPLIED DATE APPROVED DATE DENIED 27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is complete accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applica . ^ �a a � i� IGNATURE LIC DAT SIGNATURE OF AGENT DATE The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, OCT 2072 Page 3 of 3 ROY COOPER Governor MICHAEL S. REGAN secretary TIM BAUMGARTNER Dlrector Mr. Philip S. Harris, P.E., CPM Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Eco- Region Subject: DMS Mitigation Acceptance Letter: R-2307B, NC 150 Widening from Harvel Road to US 21 (Includes Interchange with I-77), Iredell and Catawba Counties The purpose of this letter is to notify you that the Division of Mitigation Services {DMS) will provide the stream, wetland and buffer mitigation for the subject project. Based on the information supplied by you on December 19, 2018, the impacts are located in CU 03050101 of the Catawba River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Stream and River CU Wetlands Basin Location Impacts Catawba 03050101 NORTH CAROLINA Envfronmenta! Quality December 19, 2018 Stream Cold I Cool I Warm Wetlands Riparian Non, n.�......._ Coastal Marsh 0 � 10 10 " 1 1 1. �1 of the impacts may be praposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will ha�e completed its riparian buffer mitigation responsibility for TIP Number R-2307B. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Program. DEQ�� �� North Carolina Department of Environmental Quality I Division of Mitigarion Services 217 W. Jones Street j 1652 Mail Service Center I Raleigh, Narth Carolina 27699-1652 _ 919.707.8976 Mr. Harris December 19, 2018 Page Two NCDOT TIP R-2307B Eco- Buffer Impacts Buffer River Basin CU Re ion g Zone 1 Zone 2 TOTAL Impacts Catawba 03050101 CP 20,4Q6:0 14,922.0 35,328.Q The impacts and associated mitigation needs were under projected by the NCDOT in the 2018 impact data. DMS will commit to implement sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts increase, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. : ' �1� If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-7Q7- Sincerely, Jam . Staniill DMS Asset Management Supervisor Cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources File: R-2307B � DEQ�� _ ����v� North Carolina Depa�tment of Environmental Qualitq I Division of Mhigation Services 217 W. Jones Street.. J.1652 Mail Service Cenier I Ra�eigh, North Carolina 27699-i652 . 919J07.8976 Subject: Minutes from Merger CP 4B Hydraulic Design Review Meeting held on April 12, 2017 for R-2307B in Iredell and Catawba Counties. Team Members: Clarence Coleman - FHWA (absent) Felix Davila — FHWA (present) Steven Kichefski — USACE (phone) Marella Buncick — USFWS (phone) Marla Chambers — NCWRC (present) Dr. Cynthia Van Der Wiele — USEPA (absent) Donna Hood - DWR (phone) Date of Minutes: May 16, 2017 Additional Participants: Bryan Key, NCDOT Roadway Design Paul Atkinson, NCDOT Hydraulics Craig Freeman, NCDOT Hydraulics Colin Mellor, NCDOT NES Carla Dagnino, NCDOT NES Michael Turchy, NCDOT NES Karen Reynolds, NCDOT PDEA Mark Staley, NCDOT REU Randy Henegar, TGS Engineers David Petty, TGS Engineers Zack Richard, TGS (Minutes) The project involves improvements to NC 150 from SR 1840 (Greenwood Rd) in Catawba County to US 21 in Iredell County. The meeting began at 10:30 am. General Notes / Comments • TGS Engineers noted design has progressed past conceptual through sheet 23, beyond sheet 24 is purely conceptual. • DWR requested that all outlet pipes into Hazardous Spill Basins (HSB) be as far away as possible from the HSB outlet structure so that a spill would travel along the full length of the HSB and function as intended. • DWR requested that riprap at outlets entering Lake Norman and JS streams be larger than Class B. TGS to evaluate enlarging to Class I where appropriate. • TGS noted where practical proposed ditches are shown to end just outside Lake Norman Full Pond elevation 760' per correspondence with Duke Energy rep regarding anticipated shoreline permit (an exception would be Sheet 6 Str#0608). • Per DWR inquiry, TGS indicated proposed HSB outlet structures to date are shown as concrete headwalls with sluice gates. DWR advised against sandbags acting as HSB outlet structures. Sheet 4 • DWR had concerns about the site built on coal ash fill (432+00 to 435+00 LT) and stated there should be no live ditch flow through exposed coal ash. Indicated limits should be determined. TGS recommended borings be taken along/within proposed ROW around coal ash site and precede from there. Page 1 of 5 Sheet 5 • DWR advised to keep pipe outlets at non-erosive velocities. • NCWRC expressed concerns about fill in Lake Norman at DRW7. Asked if it was prudent to avoid impacts here by steeping up fill slopes or moving drive. Subsequent comment from NES indicated there will be no JS line at this location as the jurisdiction of Lake Norman is at elevation 760'. NES further advised to steepen slopes to avoid 404, 401, buffer and FERC impacts. o Initial evaluation indicates 404, 401 and FERC impacts could be avoided by steepening slopes but not buffer impacts. Therefore, TGS will evaluate options for relocating drive and obtaining additional survey to avoid buffer impacts. Sheet 6 • TGS noted isolated depression at 452+00 LT shown to be drained with 18" pipe (Str# 0608). Per NCWRC request, TGS to evaluate ditching rather than piping within BZ1. • Sheet 6-8, -L- Sta. 458+00 to 466+00 LT & 478+00 to 487+00 LT: TGS noted a proposed multi use path (10' paved,3' grassed shoulder) with runoff to sheet flow across grassed shoulder and down fill slope into Lake Norman (i.e. Treatment of this water limited to 3' grassed shoulder). Anticipate grassed say 2:1 fill slope down then rock fill at 2' above full pool to bottom of lake. Dirty water from roadway to be picked up and taken to HSBs. Sheet 7 • TGS noted the median ditches meet swale criteria and generally, that swales have been proposed wherever practical. Sheet 8 • TGS noted there are no anticipated impacts to wetland WM at 486+00 LT however are proposing discharge from HSB to dissipate on riprap pad then drain thru the wetland. Sheet 9 • TGS noted L line runoff here and throughout routed to HSB wherever practical. Also noted proposed runoff from Y lines here and in similar locations is matching existing drainage conditions to the extent practical. Sheet 11 • TGS noted previously proposed HSB at 520+00 LT was deleted per subsequent Duke Energy correspondence regarding FERC permit/recreation area. • TGS noted proposed drainage on sheets 10-12 may be re-evaluated to better match existing drainage patterns once Duke Energy transmission issue is resolved. o While understanding the FERC permit precludes a HSB here, for the official record, DWR stated they would like to see a HSB in this area for protection of the resources. Page 2 of 5 Sheet 13 • Per DWR inquiry re outlet into the wetlands 555+00 LT, TGS noted the discharge is offsite drainage and that str# 1318 is a drop box with a pipe out at minimum slope to minimize velocity. Per DWR, TGS to enlarge outlet riprap to Class I. Sheet 15 • TGS noted proposed str#1523 at 576+00 LT shown to tie to existing 36" pipe and discharge to an existing pond due to evaluation yielding no practical location for a HSB. • DWR expressed concerns about existing pipes and stormwater retention pond/basin being able to handle proposed flows and noted in its experience many existing pipes are under sized. TGS indicated recommendations to NCDOT will be made for any under sized pipes and applicable pre/post calculations will be performed as part of design process. Sheet 16/17 • TGS noted stormwater for sheets 16 & 17 is being taken to a HSB on sheet 17. • TGS stated an additional HSB may be added in the vicinity of 608+00 LT. Sheet 18/19 • TGS noted stormwater for sheets 18 & 19 is being taken to a HSB on sheet 19. Sheet 20 • TGS noted stormwater for sheets 20 & 21 is being taken to a HSB on sheet 20. • DWR okay with outlet location into HSB (i.e. already satisfies second bullet under General comments). • Agencies questioned the blue line on plans that looks like a stream. o TGS noted this blue line is shown in the FS and presumably is a ditch flow line, not a JS stream. o USACE confirmed nothing on JDM in this area. Sheet 22 • TGS noted stormwater for sheets 22 & 23 is being taken to a HSB on sheet 22. Sheet 23 • TGS noted that there are two system on this sheet tying into existing systems and that from this sheet thru sheet 30 the property along NC 150 is very built out. TGS indicated effort will be made to propose swales and/or HSBs (the Critical Area extends to sheet 26) in this remaining area, however additional locations may not be practical. Sheet 24 • TGS indicated no practical places for HSBs and will try to maintain existing drainage patterns. Page 3 of 5 Sheet 26 • TGS noted existing 60" RCP is to be retained and extended upstream and downstream. Riprap shown in the stream as a precaution in case our calculations show it is needed, but will avoid if possible. • DWR questioned if the upstream area of the 60" RCP cross pipe was a previous stormwater basin. TGS indicated it is on private property and is uncertain. TGS confirmed the riser structure was in ruins as noted in the FS. Sheet 29 • TGS noted existing 5'x6' RCBC is to be retained pending Division inspection and extended downstream. Portion of outlet channel to be realigned and lined with riprap. o Per USACE inquiry, riprap will be keyed in such that finished grade of rip rap would match existing/proposed finished grade of stream. o Per DWR inquiry, TGS clarified the "stream plug" label corresponds to the existing stream to be filled in and is unrelated to the storm drainage system outlet pipe shown. Pipe anticipated to outlet on riprap beside culvert wing. • NCWRC asked if u-turn bulb could be shifted some to avoid JS feature. o TGS to investigate. �Subsequently discussed with Roadway Engineer who indicated u-turn bulb could possibly shift as much as 40' upstation or 60' downstation (these are maximum shifts based on initial assumptions and may not be able to shift that far but would require more detailed analysis to confirm). Analysis indicated a 40' shift upstation would have no impact on culvert length and a 60' shift downstation would allow for shortening the culvert extension up to 12 ; but given the meander of the stream, 1 would recommend tying realigned channel to existing stream at same location to best match flow direction. Given this, either alternative would offer no reduction in permanent impact due to fill, therefore 1 recommended Roadway Engineer not consider further unless we hear otherwise.] • USACE expressed concerns with outlet velocities into JS streams. o TGS to minimize outlet velocities and to provide stable dissipation. Sheet 30 • TGS noted existing 4'x5' RCBC is to be retained pending Division inspection and extended up and downstream with 60" RCP. o Per DWR inquiry, TGS confirmed proposed drainage system is to cross well above 60" RCP. o Per DWR, TGS to minimize drainage system pipe outlet (on sheet 29) slope to practical extent. • Per DWR inquiry regarding existing pipes noted as rusty, TGS indicated majority of existing pipes are to be filled and/or removed. Page 4 of 5 Sheets 34, 35, 36 • TGS noted these sheets are going to curb and gutter sections and that existing drainage patterns will be maintained as practical. The meeting adjourned at 11:50 am. Page 5 of 5 Subject: Minutes from Merger CP 4C Permit Drawings Review Meeting held on February 7, 2018 for R-2307B in Iredell and Catawba Counties. Team Members: Clarence Coleman - FHWA (absent) Felix Davila — FHWA (absent) Steve Kichefski — USACE (present) Bryan Roden-Reynolds — USACE (present) Marella Buncick — USFWS (present) Marla Chambers — NCWRC (absent) Dr. Cynthia Van Der Wiele — USEPA (absent) Donna Hood - NCDEQ (present) Date of Minutes: March 5, 2018 Additional Participants: Bryan Key, NCDOT Roadway Design Paul Atkinson, NCDOT Hydraulics Craig Freeman, NCDOT Hydraulics Bill Zerman, NCDOT Hydraulics Michael Turchy, NCDOT NES Mark Staley, NCDOT REU (absent but please keep on distribution list) Allen Raynor, TGS Engineers Burke Evans, TGS Engineers (phone) Randy Henegar, TGS Engineers David Petty, TGS Engineers (Minutes) The project involves improvements to NC 150 from SR 1840 (Greenwood Rd) in Catawba County to US 21 in Iredell County. The meeting began at 3:30 pm. General Notes / Comments • TGS noted per agency request at 4B, riprap at outlets entering Lake Norman and JS streams enlarged from Class B to Class I throughout project. • TGS noted the SMP (attached to front of the Wetland & Stream Impact Permit Drawings) lists all proposed swales, hazardous spill basins, filtration basins and dry detention basins. Wetland & Stream Impact Permit Drawinqs Sheet 6 • Site 1: Per DEQ request and no objection from others, the proposed geotextile shown under riprap (Detail 6B) in all jurisdictional areas will be deleted. Similar for Sites 1, 2, 5, 6, 7, 8, 9, 10, 11 & 12. • Site 2: An inquiry was made as to why the outfall was shown in TDE rather than PDE. It was noted the NCDOT cannot obtain PDE from Duke Energy in this and similar locations. Sheet 8 • Site 5: It was noted that impacts to wetland WM have been avoided. Page 1 of 3 Sheet 13 • Site 7: o Per DEQ inquiry, TGS noted 24" outlet pipe is proposed at 0.5% slope. o It was noted that NCDOT is confirming whether a JS should be shown on the upstream side of the wetland as shown in the EA (stream SK). Following 4C meeting, EAU confirmed stream SK should be shown upstream of wetland WA and sent a request to Location & Surveys on 2/13/2018 for the Final Survey to be updated accordingly. o It was discussed that wetland WA is likely a total take based on impacts shown on 4C planset. Wetland WA will be accounted for as a total take on the wetland impact summary sheet. Sheet 26 • Site 8: TGS noted riprap was proposed in base of channel to provide a stable transition from existing 66" CMP to proposed 60" RCP. • Site 9: TGS noted riprap is proposed in base of channel at outfall to diffuse flow and provide a stable transition to existing channel (similar for sites 10 & 11). Per USACE inquiry, riprap will be keyed in such that finished grade of rip rap would match existing/proposed finished grade of stream (similar for sites 10 & 11). Sheet 29 • Site 10: Following up on 4B inquiry as to whether u-turn bulb could be shifted some to avoid JS feature, TGS relayed the following from 4B minutes: �Subsequently discussed with Roadway Engineer who indicated u-turn bulb could possibly shift as much as 40' upstation or 60' downstation (these are maximum shifts based on initial assumptions and may not be able to shift that far but would require more detailed analysis to confirm). Analysis indicated a 40' shift upstation would have no impact on culvert length and a 60' shift downstation would allow for shortening the culvert extension up to 12 ; but given the meander of the stream, it would be recommended to tie realigned channel to existing stream at same location to best match flow direction. Given this, either alternative would offer no reduction in permanent impact due to fill, therefore it was recommended that Roadway Engineer not consider further.] • Per USACE inquiry following 4C meeting, TGS confirmed there are no proposed drops that could possibly break aquatic life passage for the stream between sites 11 & 12 along the existing box culvert to be retained (survey still incorrectly shows as 60" CMP) and proposed 60" dia. pipes. Same applies to the main lines at sites 8,9 & 10. Page 2 of 3 Buffer Impact Permit Drawinqs Sheet 5 • Site 1: Per TGS inquiry, DEQ stated to leave BZ2 impacts for skimmer basin as Mitigable rather than changing to Exempt. • Site 2: TGS noted per agency request at 4B, proposed drive has been shifted to avoid 404, 401 and FERC impacts while leaving some BZ2 impact for construction of slope. No related objection noted. Sheet 6 • Site 3: TGS noted, per agency request at 4B, downstream end of pipe has been shortened such that ditching now shown within BZ1. • Site 4(& Sheet 8 Site 7): TGS confirmed all roadway runoff on the bridge and causeways flow to one of the two hazardous spill basins on Sheets 6& 8 and, per inquiry, routing this runoff to the basins precludes basin outfalls from outletting farther outside lake. • Site 5: Per TGS inquiry, DEQ indicated impacts should be kept as Mitigable as shown to be safe. Sheet 11 • Site 10: Per Sheet 5 Site 1 discussion above, Site 10 impacts for skimmer basin to be changed from Exempt to Mitigable. The meeting adjourned at 4:15 pm. Page 3 of 3 . ��.-, �� � li�l lk^a'�l�' North Carolina Department of Transportation �'� �I Cll'i1��Vi3�'"�' � , ... Highway Stormwater Program � ° � STORMWATER MANAGEMENT PLAN ��A�^r'�`� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 37944.1.FR5/50134. TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 1 of 6 General Project Information WBS Element: 37944.1.FR5/50134.1.FS1 TIP Number: R-2307B/I-5717 Project Type: Roadway Relocation Date: 12/22/2017 NCDOT Contact: Craig A. Freeman, PE Contractor / Designer: TGS Engineers (David B. Petty, PE) Address: 1590 Mail Service Center Address: 706 Hillsborough Street Raleigh, NC 27699-1590 Suite 200 Raleigh NC, 27603 Phone: 919-707-6721 Phone: 919-773-8887 ext. 104 Email: cafreeman2(a�ncdot.gov Email: dpett�tgsenqineers.com City/Town: Mooresville, NC County(ies): Catawba Iredell River Basin(s): Catawba CAMA County? No No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 6.94 miles Surrounding Land Use: Commercial, Medium Density Residential Proposed Project Existing Site Project Built-Upon Area (ac.) 121.0 ac. 69.0 ac. Typical Cross Section Description: four lane shoulder section with 23'+ grassed median and four to six lane curb and gutter two lane undivided shoulder section and four lane undivided curb and gutter section - section with 0' to 23' raised grassed median - all 12' lanes all 12' lanes Annual Avg Daily Traffic (veh/hr/day): Design/Future: 58860 Year: 2039 Existing: 47900 Year: 2019 General Project Narrative: The proposed project involves widening NC 150, an existing two & four-lane undivided arterial, to a four & six-lane median divided superstreet to improve vehicular mobility and (Description of Minimization of Water safety from Greenwood Rd (SR 1840) in Catawba County to US 21 in Iredell County. The existing 10-span, approximately 1170-ft long by 34-ft wide bridge over Lake Norman Quality Impacts) will remain in place and transition from one lane in each direction to two eastbound lanes. A proposed 9-span, approx. 1210-ft by 52-ft wide bridge will carry two westbound lanes and a 10-ft multiuse path just upstream of the existing bridge. Bridge to be constructed from anchored barges. Existing causeways will be widened on the upstream side using rock fill up to 2 ft above Duke Energy Full Pond elevation and then grassed sideslopes from there up. There are five proposed culvert extensions over UT's toward end of project — riprap is proposed in base of channels to reduce discharge velocities. Roadway runoff in the vicinity of the Lake Norman crossing is routed to two hazardous spill basins. Dry detention/filtration basins are proposed on sheets 14, 17(dry detention only) 19, 20 & 22 for both peak attenuation and treatment. Otherwise, stormwater diversion has been minimized. Grassed swales are used for treatment throughout the project, where practical. Outlet pipe slopes are minimized. All BMP's have been incorporated throughout the project to the maximum extent practicable. Waterbody Information Surface Water Body (1): Catawba River (Lake Norman below elevation 760) NCDWR Stream Index No.: 11-(75) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Class B Critical Area (CA Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Yes Comments: per EA: no effect on Dwarf-flowered heartleaf&Schweinitz's sunflower; unresolved on Northern long-eared bat NRTR Stream ID: Buffer Rules in Effect: Catawba Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) ����t��_,�F�� North Carolina Department of Transportation ��{ z�a`� � t 4)�117i.V ��f'#` ' y�� . _ . ... Highway Stormwater Program STORMWATER MANAGEMENT PLAN ��':�� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 37944.1.FR5/50134. TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 2 of 6 Additional Waterbody Information Surface Water Body (2): McCrary Creek NCDWR Stream Index No.: 11-91 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Class B Critical Area (CA) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Yes Comments: per EA: no effect on Dwarf-flowered heartleaf&Schweinitz's sunflower; unresolved on Northern long-eared bat NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge 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) s North Carolina De artment of Trans ortation �� �; 1 ilf.,lii3'il�' P P �LUii3iL�'ii�1'. � .� , . . Highway Stormwater Program �.�` STORMWATER MANAGEMENT PLAN �� '"� ., ,. (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 37944.1.FR5 TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 3 of 6 Swales Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Water Body ft (H:1) H:1 (ac) ft ft %) (cfs fps cfs (fps Used Buffer Rules? 4 -Y- 10+50 RT (1)Catawba 0.0 3.0 3.0 0.3 33 50 2.30% 0.6 1.4 0.7 1.5 No Yes -Y- 11+00 RT River (Lake 4 -L- 433+00 LT (1)Catawba 0.0 6.0 6.0 1.0 100 100 2.40% 3.0 1.9 3.9 2.0 No Yes -L- 434+00 LT River (Lake 5 -L- 436+50 RT (1)Catawba Q 0 6.0 4.0 1.0 103 350 2.60% 2.6 1.9 3.3 2.0 No Yes -L- 440+00 RT River (Lake 5 -L- 443+20 RT (1)Catawba 0.0 6.0 4.0 0.5 50 245 2.60% 1.3 1.6 1.7 1.7 No Yes -L- 445+65 RT River (Lake 5 -L- 440+20 LT (1)Catawba 0.0 6.0 4.0 0.7 72 230 2.60% 2.1 1.8 2.7 1.9 No Yes -L- 442+50 LT River (Lake 5 -L- 442+50 LT (1)Catawba 0.0 6.0 4.0 0.9 85 300 2.60% 2.3 1.9 3.0 2.3 No Yes -L- 445+50 LT River (Lake 5/6 -L- 445+50 LT (1)Catawba 0.0 6.0 4.0 1.0 97 450 0.3 to 2.2% 2.6 1.9 3.4 2.0 No Yes -L- 450+00 LT River (Lake 6 -L- 449+00 MED (1)Catawba 0.0 3.0 4.0 0.4 41 50 1.0 to 0.7% 1.2 1.2 1.5 1.3 No Yes -L- 453+50 MED River (Lake 6 -L- 453+50 MED (1)Catawba 0.0 3.0 4.0 0.7 72 400 0.50% 1.9 1.2 2.5 1.3 No Yes -L- 457+50 MED River (Lake 6 -L- 457+50 MED (1)Catawba 0.0 4.0 4.6 0.3 31 150 0.50% 0.8 0.8 1.0 0.9 No Yes -L- 459+00 MED River (Lake 6�� -L- 459+00 MED (1)Catawba Q 0 4.0 4.6 1.1 114 650 0.30% 2.9 1.1 3.8 1.2 No Yes -L- 465+50 MED River (Lake $ -L- 478+00 MED (1)Catawba 0.0 5.0 4.0 0.3 26 125 0.40% -L- 479+25 MED River (Lake 0.6 0.7 0.8 0.7 No Yes $ -L- 479+25 MED (1)Catawba 0.0 5.0 4.0 0.6 63 225 0.40% 1.5 1.0 1.9 1.1 No Yes -L- 481+50 MED River (Lake $ -L- 481+50 MED (1)Catawba 0.0 4.4 4.0 0.7 71 350 0.30% 1.9 1.0 2.5 1.0 No Yes -L- 485+00 MED River (Lake $ -L- 485+00 MED (1)Catawba 0.0 4.4 4.0 0.6 60 350 0.30% 1.7 1.0 2.3 1.0 No Yes -L- 488+50 MED River (Lake 9 -L- 497+50 RT (1)Catawba 0.0 6.0 4.0 0.4 42 200 3.00% 1.1 1.7 1.5 1.8 No Yes -L- 499+50 RT River (Lake 9 -L- 501+00 RT (1)Catawba 0.0 3.0 3.0 1.9 193 500 0.40% 5.3 1.6 6.9 1.8 No Yes -L- 506+00 RT River (Lake 9 -L- 503+50 LT (1)Catawba 0.0 4.0 6.0 0.4 44 150 0.60% 0.8 0.8 1.0 0.9 No Yes -L- 505+00 LT River (Lake 9, -Y2- 13+00 LT (1)Catawba 2 0 4.0 4.0 1.5 152 95 1.90% -Y2- 14+40 LT River (Lake 3.5 1.9 4.5 2.0 No Yes Additional Comments Swales have been added to attenuate runoff and promote sedimentation and infiltration before discharging through the riparian buffer. Where slope (and drainage area/discharge) vary, max. applicable velocity is entered. '200+ ft of existing swale upstream of Sheet 9-Y2- swale. �= ° ' `��. 1 ilf;l i�3'tl1' North Carolina Department of Transportation � �iU3'i33Llr'c1�1'. Highway Stormwater Program �*�� STORMWATER MANAGEMENT PLAN ��=�� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 37944.1.FR5 TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 4 of 6 Swales Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Water Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 9 -Y2- 13+70 RT (1)Catawba 0.0 4.0 4.0 0.4 44 70 1.30% 1.2 1.6 1.6 1.7 No Yes -Y2- 14+40 RT River (Lake 10 -L- 505+50 LT (1)Catawba 0.0 6.0 4.0 1.1 110 300 0.3 to 2.0% 2.4 2.0 3.1 2.2 No Yes -L- 508+50 LT River (Lake 10 -L- 516+00 RT (1)Catawba 6.0 3.0 3.0 1.7 170 150 2.00% 5.4 2.0 7.0 2.2 No Yes -L- 517+50 RT River (Lake 11 -L- 523+50 RT (1)Catawba 0.0 6.0 4.0 0.5 46 225 3.10% 1.3 1.8 1.7 1.9 No Yes -L- 525+75 RT River (Lake 11 -L- 526+50 RT (1)Catawba 0.0 6.0 4.0 0.8 82 300 2.4 to 0.8% 2.4 1.9 3.1 2.4 No Yes -L- 529+50 RT River (Lake 11 -L- 527+50 LT (1)Catawba 0.0 6.0 4.0 0.5 46 200 2.30% 1.3 1.8 1.7 2.0 No Yes -L- 529+50 LT River (Lake 12' -L- 532+50 RT (1)Catawba Z 0 4.0 4.0 2.7 273 150 0.80% 6.4 1.9 8.3 2.0 No Yes -L- 534+00 RT River (Lake � Z, -L- 539+50 RT (1)Catawba Z 0 3.0 3.0 1.7 167 150 1.40% 4.7 1.8 6.1 2.3 No Yes -L- 541+00 RT River (Lake � Z, -L- 546+00 RT (1)Catawba 0.0 6.0 4.0 0.3 34 150 2.90% 1.0 1.9 1.3 2.0 No Yes -L- 547+50 RT River (Lake 25 -Y31-29+g5LT (1)Catawba 0.0 6.0 4.0 1.1 110 165 1.70% 1.9 1.5 2.5 1.9 No Yes -Y31- 31+50 LT River (Lake 25 -Y31- 34+60 LT (1)Catawba 0.0 6.0 6.0 0.4 40 90 1.50% 0.9 1.2 1.2 1.2 No Yes -Y31- 35+50 LT River (Lake 25 -Y31- 29+63 RT (1)Catawba 0.0 6.0 4.0 0.7 70 187 1.00% 1.2 1.1 1.5 1.2 No Yes -Y31-31+50 RT River(Lake 25 -Y31- 34+10 RT (1)Catawba 0.0 6.0 4.0 1.6 160 260 1.80% 3.6 1.8 4.7 1.9 No Yes -Y31-36+70 RT River(Lake 33 -Y17- 27+00 RT (1)Catawba 0.0 4.0 4.0 1.1 112 750 1.9 to 0.3% 1.8 to 3.1 1.9 2.4 to 4.0 2.1 No Yes -Y17-34+50 RT River(Lake 35�" -Y26A- 19+20 RT (2)McCrary 4.0 3.0 3.0 2.6 260 65 0.30% -Y26A- 20+15 RT Creek 92 1.5 11.9 1.6 No Yes 36"" -Y39- 13+50 RT (1)Catawba 6.0 4.0 3.0 2.3 230 75 2.10% 5.9 2.0 7.7 2.2 No Yes -Y39- 14+25 RT River (Lake 6 -L- 455+50 LT (1)Catawba Q 0 3.0 4.0 0.2 21 200 0.40% -L- 457+50 LT River (Lake 0.4 0.7 0.6 0.7 No Yes Additional Comments Swales have been added to attenuate runoff and promote sedimentation and infiltration before discharging through the riparian buffer. Where slope (and drainage area/discharge) vary, max. applicable velocity is entered. "Sheet 12 has three separate swales inline for total DA of 2.73 ac (recommend treatment=273 ft) with 450 ft provided. "*Sheet 35 swale ties into an existing 115 ft swale. "�" 400+ ft of existing swale upstream of Sheet 36 swale. North Carolina De artment of Trans ortation ���-n �''`• P,•� �-�L�;�1�•Ycl p p i, } �. .-- �-- ,��� Highway Stormwater Program STORMWATER MANAGEMENT PLAN ��=:-.A� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 37944.1.FR5/50134.1. TIP No.: R-23076/I-5717 County(ies): Catawba Iredell Page 5 of 6 Level Spreaders, Hazardous Spill Basins, and Forebays Level Spreader, Drainage New Built- Station 8� Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated Sheet No. (Road and Non Road Projects) Water Body Basin, or Forebay? (ac) (ac) Required / Minimum Treatment Achieved w/ Buffer Rules? 6 -L- 457+69 LT (1)Catawba Hazardous Spill Basin 9.6 3.60 2Yr, tc=10 min, td= 5 min storm runoff + 1,550 cf g474.0 cf 9721.0 cf N/A N: 35.60434, E: -80.94847 River (Lake (cf) $ -L- 488+59 RT (1)Catawba Hazardous Spill Basin 17.7 4.60 2Yr, tc=10 min, td= 5 min storm runoff + 1,550 cf 15449.0 cf 15541.0 cf N/A N: 35.60578, E: -80.93816 River (Lake (cf) 14 -L- 560+gg RT (1)Catawba Forebay 12.9 1.6 0.1 inches of runoff from NBUA 581.0 cf 3753.0 cf Yes N: 35.60149, E: -80.91484 River (Lake � 9 -L- 634+54 RT (1)Catawba Forebay 10.5 4.30 0.1 inches of runoff from NBUA 1561.0 cf 3312.0 cf Yes N: 35.59951, E: -80.89236 River (Lake 20 -L- 655+67 LT (1)Catawba Forebay 35.2 4.60 0.1 inches of runoff from NBUA 1670.0 cf 4257.0 cf Yes N: 35.59840, E: -80.88523 River (Lake 22 -L- 677+04 RT (1)Catawba Forebay 15.0 2.70 0.1 inches of runoff from NBUA 980.0 cf 2430.0 cf Yes N: 35.59578, E: -80.87873 River (Lake *Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance. Additional Comments Two hazardous spill basins have been provided at the Lake Norman crossing to protect against the accidental spill of hazardous materials due to NC 150 being classified as an arterial and the crossing being within 1/2 mile of the critical area of a water supply source classified as WS-IV. Roadway and adjacent ditch runoff on the bridge, causeways and each adjacent sag is routed to these basins. Forebays used to provide pretreatment by diffusing flow and removing debris for the basins shown on SMP sheet 6. North Carolina De artment of Trans ortation �$ r�� t �i�f1��+r'r�y — p p ,,• 1 �1 �� . ...�;., Highway Stormwater Program � � 3_. STORMWATER MANAGEMENT PLAN �"�' (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 37944.1.FR5/50134.1.FS1 TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 6 of 6 Other Best Management Practices New Built-Upon Precipitation Depth Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated Sheet No. (Road and Non Road Projects) Water Bod BMP Type ac ac ac-ft (in) w/ Buffer Rules? 14 -L- 560+88 RT (1)Catawba Dry Detention Basin/Filtration Basin 12.9 1.6 0.547 4.32 Yes N: 35.60149, E: -80.91484 River (Lake �� -L- 602+gg RT (1)Catawba Dry Detention Basin 11.5 2.5 0.392 1.98 Yes N: 35.60326, E: -80.90193 River (Lake 19 -L- 634+54 RT (1)Catawba Dry Detention Basin/Filtration Basin 10.5 4.3 0.577 1.69 Yes N: 35.59951, E: -80.89236 River (Lake 20 -L- 655+67 LT (1)Catawba Dry Detention Basin/Filtration Basin 35.2 4.6 0.873 2.40 Yes N: 35.59840, E: -80.88523 River (Lake 22 -L- 677+04 RT (2)McCrary Dry Detention Basin/Filtration Basin 15.0 2.7 0.341 1.59 Yes N: 35.59578, E: -80.87873 Creek Additional Comments Dry detention basins have been incorporated to account for the increase in impervious area and the extension of curb & gutter section by attenuating the 10-yr peak basin outflow to at or below the existing peak discharge, and thereby minimizing downgrade erosion. Filtration basins have been used to filter stormwater and reduce pollutants and solids. Forebays have also been used to provide pretreatment by diffusing flow and removing debris. � � v J � �� °� o a oo� N�va ,z� \� � �X� � � 0 � N � • � � V W � � � � � ., � V � � O V �J -Y2DET- � END BRIDGE ` —L— STA 477+95 +/— /i�q� �� VQ� Lake % Norman � ;' SITE 3 \ ' BE6/N BRIDGE _i_ cTn ilG�1R�1 �i_ �i ' SITE 2 SITE 1 � . , -Y- SR 1840 EENiNOOD RD � ,�0� -Y2 g- WATER OAK DR CONSTR UCTION -L- STA.425+23.31 i .. - -YS- SR 3i4i LONG COVE LN 150 -Y6- SR 3i4o INDIGO LN — TRAIL 2 � -Y9- SR i438 WADDELL RD Y8- SR i45o �HERMANCE L. � -Y8DET- � -YiS- SR 3i62 - -Y12- SR 1396 ROBINSON RD ,�y 16 ir _L 1: NCzgo E 7� ' I1 12 -Yi,3-SRu68 13 McCRARYRD -Y24- RIVER PARK RD -Yll- BOATERS DR -Yio- SR 3oz3 -Yi�- SR u8o -Y9DET- Q UIET COVE RD DOOLIE RD SITE 6 E11tD TIP PROJECT R-23078✓ BEGIN TIP PRO ECT I-5717 —L— STA. 726 + 00.00 PERMIT DRAWING SHEET 1 OF 22 DOCUMENT NOT CONSIDERED FINAL UNLE53 ALL SIGNATURES COMPLETED ' -Yi6- SR i3a3 PERTH RD V -YiB-BYERSVILLAGEAVE �V 18 m � � � � la N W E111D TIP PR —L— STA. 799 + -Y29- REGENCYCENTER DR BEGIN BRIDGE -DRW8-/-DRWio- —L— STA 732+48 +/— PORT VILLAGE SHOPPING CENTER S I T E H -Y28- SPIRITS DR -Y31RPA- � . � BLUEFIELD RD�%\ / 7� �3i- I-77 -Y25- TARGET EN7 RANCE -Y26- SR r46� �-�21RPD� � -Y24- LEISUREWOOD DR � ��-Y2i- SR i3o4 _ �< ERVINRD � �� ,, ______ ���IEi �-_ = _.— �=_- " �� �1� NC 150 2 END BRIDGE -L- STA 734+/g +/- -�'33- STRAIGHTAWAYDR - -I'34- FESTIVAL SHOPPING CENTER � -Y3�- PORTESTOWNE WAY -Y38- CORPOIZATE CENTER DR p. -I'39- SR ui6 TALBERT RD Y4i- MACLEOD DR , _ _ � -Y44- US 2i RAMP� � CONSUMEK -Yzo-ANlIQUITYLN �� , � �, � �� „ -Y31RPB- " Q. ENTRANC �t UPGRADE EXISTING OR NEW SIGNAL ` �• ''" -Y22- / -Y23- C� -Y,3,5- NO � A PORTION OF THIS PROJECT IS WITHIN THE CITY LIMITS OF MOORESVILLE. -Y3o-ROLLING y PORTIONS OF THIS PROJECT HAVE CONTROL OF ACCESS MORRISONPI.ANTATION � HILLSRD � STATIONBLV *'"60 MPH FROM BEGINNING OF PROJECT TO WADDELL RD. PARKWAY -Y26-SRiio9 -DRWg-/-DRWil- -y31RPC- -Y32-CONSUMERSQ. 50 MPH FROM WADDELL RD TO END OF PROJECT. WILI.IAMSONRD LOWESENTRANCE SITE 9 ` CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III SITE 10 r O O N � c� � 0 Z R-2307B SITE 12 TO MOORESVILL� :1,50 * — SITE 11 -Y 2- MACLEOD DR -�'43- COMMONS DR -Y o- SR iii6 TALBERT RD E11ID TIP PROJECT I-5717/ ` BEGIN TIP PROJECT R-2307B —L— STA. 740 + 00.00 GRAPHIC SCALES DESIG11t DATA PROJECT LE11lGTH Prepa�ed For: HYDRAULICS ENGINEER DIVISI011t OF HIGHWAYS ADT 2019 = 47�%�0 I000 Birch Ridge Dr., Ra[eigh NC, 276I0 50 25 0 50 100 LENGTH ROADWAY TIP PROJECT R-2307B = 6.448 mile P�Oqp ADT 2039 = 58�86� TGS TGS ENGINEERS �� PH (g�9) ��3 888� Q� O� ���g K= 80�o LENGTH STRUCTURES TIP PROJECT R-2307B - 0.230 mile �� 706 HILLSBOROUGH ST coRP. uceNse No.: QQ � PLANS suirezoo c-oz�e r.e. � � D= 55% TOTAL LEIVGTH TIP PROJECT R-2307B = 6.678 mile � RALEIGH, NC 27603 SIGNATURE: o � 0 * 2072 STANDARD SPECIF7CATIONS � T= 6/o BURKE EVANS, PE p � LENGTH ROADWAY TIP PROJECT I-5717 = 0.233 mile �xo�scz Excr,vesx ROADWAY DESIGN V= ** RIGHT OF WAY DATE: ENGIIVEER * TTST 2%+ DUAL 4% �NGTH STRUCTURES TIP PROJECT I-5717 - 0.032 mile AUGUST 31, 2017 TRAVI$ COOK, EI ���� o�'�p FUNC CLASS = TOTAL LENGTH TIP PROJECT I-5717 = 0.265 mile rxo�ecr nEsrcN ExcrxsEx �� pr����� PRINCIPAL ARTERIAL LETTING DATE: BRYAN KEY, PE STATEWIDE TIER TOTAL LENGTH TIP PROJECT R-2307B /I-5717 = 6.943 mile JULY 16, 2019 rno�scr excr,vesx P,E, NCDOT ROADWAY DESIGN S7GNATURE: ����� �� ����� �������� �������� �� �������� CA TA WBA � IREDELL CO U1�TIES LOCATI0111: 111C 150 FROM SR 1840 (GREE11tWOOD RD) I111 CATAWBA COUIVTY TO US 2l I111 IREDELL COUIVTY TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, STRUCTURES, A111D SIG11lALS WETLAN D & STREAM IMPACTS -Y4- SR 3145 PINNACLE SHORES DR -Y2- SR 3i48 PINNACLE LN . � � -Y3- SR 3i 80 � HIGH HILLS DR �� 15� �� -Yi- SR 3060 . �� �?Fa Mt�RINER POINTE LN ��'9 � �b -Y�- SR i2i1 � "�o �'t DISE PENINSULA RD �� �, '�, SITE 5 SITE 4 BEGIN TIP PROJECT R-2307B —L— POT 432 + �1.3� R-2307B RDY TSH.den 7/11/2018 329:11 PM TGS See Sheet 9-A For Index of Sheets 6 6 � DETAIL 6A �F DETAIL 6B � FALSE SUMP ;�� STANDARD BASE DITCH � �Noffo Scale) � frvo�ros�ai�7 O t"de Ditch � Na�,,,oi Ho�,,,oi Troffic Flow � c,o��a ?.� -- 1� ��o��a O.� � z,jt D d GI e M� 0=2 w t� 5-- eic. M n d ] Ft. 5-D�itch $lope fE Proposed Difch ��'hen B' bo� B See Below -L- STA. 450 � 13 LT rype of Liner-- Closs I Ri�Rap wih No Geoteaile -L- STA 453+01,294'LT TO 453+2g,328'LT (B=2', DAYLIGHT AT 0.3%) -L- STA 458+01,177'LT 70 458+41192'LT (B-6', SEE PFL FOR GRADE) �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER PUE PUE SUN,p PUE — SEE DETAIL bA � — PTE �--- PTE w DUE—�— PTE -�---�---- o -- o�\ --- - - _��_,. ��-��"' 0 � V � do t- �� J w 1 = � W Z W J W � _ U Q g � � e s a � CUT TO FILL TRANSITION CLASS 6 RIP RAP 5 TON5,10 SY GEO � PUE � N � SITE 1 � � � - �i JDARD BASE DETAIL bB �� � r /� _ __ _ - _ ZDE j� '� �l szi ��- %� ��, � ��y �� J, � � ��� I E �� � � �D / P E �cn�e: � � _ / RF�,�, � �u�,� .L so� / / v � �� �5�. � 4�`�' QO HAZARDOU$ $PILL BASIN --_�_ CUT TO FILL TRANSITION SEE DETAIL 6F -` m CLA55 6 RIP RAP 12' DRIVE FOR H58 ACCE55 (APPRO%.) � 12 TONS,26 SY GEO QQ� QO� PUE�t�dilACS PUE GniE iFEPUE� � ' pUE SWALE SEE DETAIL 6C P�1E p E� �— PTE PTE PTE PTE J �E �---!�--- p ��----�--- � �----�-- �pTE C � -�;�w;r s;+�' � N -rRa� i- �� _ o _ � F 24" � — -F ' F GREU TL-3 ' . . . __�_.___ ��^-���, �—._' qG �� � vp��� �x i i � � i i W[ I 1 �- _ � l RETq � .. JS '�S �4i .i � O � N .� �`:� / O O O _ �v � O � , � `ti � i m � J STANDARD 8P DITCH SEE DETAIL 6B .TOE _ _ � _ LUG A D GASKETS � � _____G_p_ BERM=768 � HW hLUICE GATE � y � I � / -- 10E iE -� PERMIT DRAWING SHEET 2 OF 22 �^ �o �� 20'x20 x18" PAD ��y CLA55 I RIP RAP 32 TONS,NO GEO Q 2� �i' SITE 2 � `� —iJ � T�� '%!/j -��"�'�'/ ■���'�-'''�� � �'-°-- "' �a:e.�er_mra. - - - - PROJECT REFERENCE NO. R-23078 / 1-57/; ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS TGS ENGINEERS EN�iNEE� 706 HILLSBOROUGH ST SUITE 200 � RALEIGH NC 27603 PH (919) 773 8887 CORP. LICENSE NO.: C-0275 O ROCK FILL IN POND SEE DETAIL 6E DUKE ENERGY FULL POND ELEV=760.0' P) �E E SITE 3 E F -�s� `���� ' �� � � � � � � � � � � _ i � v� J � I� � . __ . ---_ -_ -_-- -- -_ � _- � --, --_-'_'_ :: _�_— - ` - -_ �_ :-'_._ " __ - - '_ "______ � ._-15 .__._- . F i vi�r � �— - --_ 15 k� r�a� - - -- � ` ---- � —�---- �-----ls�---� C — _ - � ' ___ . . . � i n�i �-�,` 15 ___-_'_"'_''' �'—�-___ __- F � -_ �115 GR � / JS ___- _ , C � - — ------ �5 - -- � � � ( � � F1S - . �K ` 5 - o ° o o wo O � ���K O �'D Q�� O O � K / � m ��� ANNIE B. STLITTS IRREVOCABLE TRUST ��i ��' �� O \ � \DUKE ENERGY FULL POND ELEV=760.0' (NP� � �� / 61' 9 / / �/� 5�� �� 5�� ���� ///� � /� _ L/ � o// O// � l7 O O � � � . O � � : J O � � O O O _ 25� DETAIL bD FALSE SUMP �No>>o s=aie� DETAIL 6E Med'an D'ich ROCK FILL IN POND DETAIL 6C q" --I �'f-- �"°"° s`°'ai MEDIAN GRASSED SWALE Proposed �No�to 5<alel I � �r� Sno�lder Sl�oulde. ' (SeeCnonBelow�—� 2o'—+j GI Existing � i� Elev.-762' �m 3 � ro�m �-5— etc. Eorth Fill l � '�orye°' a���a� S-Ditch Slope CE Proposed Difch �... Ditch Grade L Ditch Grode L po� F�iiPa�d 0.0% To 20% 20' Over 4.0% To 6A% q0' CLP.55 VII SELECT =�60' Over 2.0% To 4.0% 30' Over 6A% 50' MATERIAL �_ -L- STA. 453-50 TO 459-00 MED �L- STA. 543 �.- bl MED -L- STA. 458-72 TO 467+11 L� STA.459 : 00 TO 465 �. 50 MED _�_ STA 547 �-60 MED -L- STA.476-. 34 TO 488 r�38 DETAIL bF HAZARDOUS SPILL BASIN (No�fo Scale� BERM ELEv-J68.0'I�vf",� l.a' Freeboord � NG -�-I �ry 10'�TVP.) �.. 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F���Pa�a !.—as-� SEE SHEET 2B-1 FOR CURVE DATA CLP.55 VII SELECT =�60' 0.0% To 20% 20' Over 4.0% To 6A% 40' MATERIAL � Vo UME PROViDED�9i2i CF o�e� z.oi To a.oi ao o�e� a.oi, so CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE �L- STA. 543 �.- bl MED -L- STA. 458-72 TO 467+11 �- 5TA 4>7-69 LT -�- srn sa�-ao nneo -�- srn. a�e- sa ro aes t sa DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE 6 6 � � � ro � � � � s � a � °�o 00 u �z C�.. 0 0 + N � R �0 ti 2 � � i � J � I = w" z� J � = v C� � Q g DETAIL 6C DETAIL 6E MEDIAN GRASSED $WALE ROCK FILL IN POND �No�ro Scole� �Not�o Scale) s,��ide, sno�me. Proposed n� 3 Poin� � o� Fo�P 'F�p��s� E<isting�� i:.. ��lev.=762' o Earth Fill � � F�n Po�a �L�� STA.A59-00 TO A65-50 MED CLASS VIISELECT � =]60' MATERIAL � - -L- STA.458-72 TO 467+11 L�- STA.476-34 TO 488+38 50' 0' 50' 1Q0' 25' PERMIT DRAWING � DENOTES IMPACTS IN SHEET 4 OF 22 SURFACE WATER O ^ 0 0 N H � h �"J � Q Z 0 0 + � � R 4� d = � � �W i i w �' ?w J W Z � U ti Q � O O + � R o� d= � � �W i = WN ? W J W Z � U � � SEE SHEET 39 FOR -L- PROFILE SEE SHEETS 53 THRU 54 FOR -LEB- PROFILE SEE SHEET 2B-1 FOR CURVE DATA PROJECT REFERENCE NO. SHEET NO. �-23078 / 1-57/7 7 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS TGS ENGINEERS EN�iNEE� 706 HILLSBOROUGH ST. SUITE 200 � RALEIGH, NC 27603 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 Ul O �(1 R � � SITE 3 o��� � , ,., o�.,� � 6 PROJECT REFERENCE NO. SHEET NO. 6 � R-23078 / 1-57/7 7 � DETAIL 6C DETAIL 6E PERMIT DRAWING ILW SHEET NO. 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W J W Z � U � � SEE SHEET 39 FOR -L- PROFILE SEE SHEETS 53 THRU 54 FOR -LEB- PROFILE SEE SHEET 2B-1 FOR CURVE DATA ° TGS TGS ENGINEERS PROJECT REFERENCE NO. SHEET NO. � o A o � �06 HIL RALOERGH NC 27603 1TE 200 R-2307B / 1-57/7 .39 ? 04 ENGMEEkS � PH (919) 773-8887 ROADWAY DESIGN HYDRAULICS CORP. LICENSE NO.: C-0275 ENGINEER ENGINEER ,. . � X/ / ______' % PROPoSED GRAOE $3O L� I LEFT DITCH 6RADE -"-"-"-"-"-"- R/GHT D?CH GRADE ------------- - — 11tC 1SO 820 PERMIT DRAWING SHEET 6 OF 22 ; . : . : . . DOCUMENT NOT CONSIDERED FINAL � � � UNLESS ALL SIGNATURES COMPLETED 810 I I I 810 800 800 BEGIN BRIDGE PI = 477+75.00 -L- STA. 4 5+8 +/- EL = 785.76' VC = 500' K = 352 790 V= 75 MPH 790 780 (- 0.69 5% 780 (+) 0.30 0% -- -------- ------ — 770 --- --- — � ---- — � — — — 770 -L- ST 465+50 MED � � n�0_ N_RF}'C� D �— ---.�� -- --� — --- ---- - EL 7 2J3 — V RTIC L CL ARA CE � � � � � �� ' I VER FULL PON �bo � � � r i � ' �bo —.. ---- --� —�— - —�— .—�-- __ \` = I = = I - i = i = � = . _ \� I = n.00 � _ I, I I - j 750 750 � IN. LO 8E EL V. RE UIRE I ♦ I � I � � � I � F LL PO D EL V. = 760�0 ' � I 740 PE U ENE GY 740 �\ � � i i � I � I 730 � i � I � � I 730 ♦ I I � � I 720 � � � � � 720 � � i i � 710 : �� I � � I 710 � �` � I I �' � i � � ,_ y � �oo y`� `` � ' ' ' �oo m �� � i i ' . � � � � r N � I � r�Ii � 690 ` �,. 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I ti � / . . .- . � r � . . / � . � ; I � �� . � / . � / . / . . . . . . - . � .. � . , \,-� , . ° TGS TGS ENGINEERS PROJECT REFERENCE NO. SHEET NO. � o A o � �06 HIL RALOERGH NC 27603 1TE 200 R-2307B / 1-57/7 �{� ? 04 ENGMEEkS � PH (919) 773-8887 ROADWAY DESIGN HYDRAULICS CORP. LICENSE NO.: C-0275 ENGINEER ENGINEER ,. . � X/ / ______' % PROPoSED GRAOE $3O L� I LEFT DITCH 6RADE -"-"-"-"-"-"- R/GHT D?CH GRADE ------------- - - 11tC 1SO 820 PERMIT DRAWING SHEET 9 OF 22 ; . : . : . DOCUMENT NOT CONSIDERED FINAL � � � UNLESS ALL SIGNATURES COMPLETED 810 I I I 810 800 800 -L- S A. 477+9 +/- PI = 482+80.00 EL = 778.03' 790 vc = soo� 790 K = 750 V > 80 MPH 780 780 - 0.6 95% (-) .300 % --- ---- � 0_4 0% ---- �+) 300 %- --- ------�- - - --Ilr- - - ��i� 770 --- --- --- — — — ---- — — — —�-- — — — ---- — — ' — — �— — � 770 � 12.0'�}I .REQUIRE -L- STA 4 8+00 ME PIM D G SSED S ALE __�i �-- ST 488+00 MED ERTIC�L CLEARANC �_ EL=773.01 EL= 7A1.61 1+50 ME ��`�--�� EL=7 3.56 I OVERI LL POND 760 � � _ — —�_• ��— 760 - = = _ _� � II � - --- --- - -- - � � -- - - - -- -- - � � -_ � _ _ . %rJO I I � MIN. LOW BEAM ELEV. REQU RED 77 .00- 750 � � � � � � / FU L POND ELE .= 760.0 ' %4O I I PE DUKE ENER Y 7 I V 730 � � i 730 I � / 720 i � 720 I � I � � 710 !� 710 � J � a � %�� 7�0 m � e � N - � 690 690 � � � � 680 I 680 � E � 0 w 670 670 � � � � w � 660 660 � � �- m 650 � 650 � , i � N � �. 00 640 640 Nz. �% 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 �x 6 6 � ro � s a O 0 + � �o da �_ � I ~ J = W� ? W J W _ � C� Q � coNCRErE oircH E�Ev=eob.a DETAIL 11D BEHIND RETAINING WALL , N G� g DITCH BLOCK � IN����s�iel eo�eoF / � 4, � INottoscale) R�TAINING BOND PAVEMENT / y�/�p�� BREAKER 0.03 ,/ _ � _ � . � � a.� p'� F LL H i o e�{ 'L b, __— S�OPE °' I `Ex'st D tch Bed Prop. Difch ' .... ....._. ..__>.. ... ..- .. p,� D=1.0' -L- STA. 528+10 RT � B=0.67' -TRAIL2- STA. 95 I 65 TO 100 I 88 LT � �see xsc roa �aa�e� DETAIL 11A SPECIAL CUT GRASSED SWALE �� . 5D' 0' 50' 1Q0 1 Nm fo s�oie� Noturol � Front Groun � p b�' Ditch \ N . � �..._ . ,..�� � :�: , ,:. 25' siope A � _ _ � Min. D=1 Ft. � B=0 F}. ,�, L- STA. 526+50 TO 528+00 RT \� � ?� �. �. , .,;v -i .-. g t— � . — — � f BZ BI � DUKE ENERGY FULL POND ELEV=760.0' �NP) \ —` 7 0 �t �� \ m � ,. N � __ t e , BZ � hW `�``�. e2 `�`-�,.�. I `'m �, I ::JtiACLE SHORES C � � 62 B� � � CONCRETE DITCH BEHIND RET WALL SEE DETAIL lOD `^\ ��\ : � a � � : A�� �"S s �-� -� - .... � ej � � CLAS$ B RIP RAP Q�(F. / 2 TON5,7 SY GEO �i�/ ��AsS B RIP RAP � PERMIT DRAWING Qa� 9� , T°NS,, SY �E° SHEET 10 OF 22 � -- PTE --- A� -� - Q� / Q� �---- PTE � 77' � QSE � I '�TF � ; �/e��` � \��AF ��0 JJJI 1\ \ \ CpVE � � �F REMovE ATF � \� PTF �- PTE pTE �F.��_L -'_ ------ C \ \ ----------- F i E E E E �� - -�-- � F- =- � --Z �— -- � \ � �� �r � � ;! \ , 6�' PROJECT REFERENCE NO. SHEET NO. �-23078 / 1-57/7 /l ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS TGS ENGINEERS -N�iN,E2s 706 HILLSBOROUGH ST. SUITE 200 � RALEIGH, NC 27603 � �� � � ��,�'L� � � PH (919) 773-8887 �� DUKE ENERGY FULL PON� [LEv-760.0' I7vP) CORP. LICENSE NO.: C-0275 '� � PTE � O E Ml N � PVE � pUE � C J�' , e E i BEGIN CONSTRUCTION Q -YS- STA. 13+50.00 _ / /p ��� // / C � �i / I; �-� \/ a� 4 �5 1 I � � �� � j F I, PTE EN 4'CNNN UNK FENCE � GTD TRAIL 2- STA.103+00 � . � � /Q�� �/^ ----��` PTE I zciPDE � / � � END wau w-2 -__ u, �s' I -- /-�- srn.s22+io _ -s- 1� �F.r.� � t � �\ � � -_..__ �- -- - i W �-�s REMOVE � 90 REMOVE DSN �----- � .�— PLUG � 18" C GRADE TO � � / o- / � / �� _��e� / � PLUG E O � � � � m / Fs s�i-n __ ����� � f 30" � � —�DUE r --- Dl] —pUE � PUE PUE PUE rn � BZ 1 eZ � BZ t � � 'u _� _ _ _-- J _. ry ^ ... _. �_.._ . - _ -_ . -�--..� -.—_ 0ti y�' / � l STANDARD BASE DITCH � '�" SEE DETAIL i1C � � 50' 0'x18" PAD C SS I RIP RAP �, �� TONS,NO GEO \ -�-�---�DUKE EN Y FULL POND ELEV=760.0'�TYP) SITE 6 DETAIL 11C — STANDARD BASE DITCH /' INo��o Scole� / I Ga u al 7.� .�\ Groun d � , � 01'^ .�J� B Mn.D=2 F. ' � / Mn.d=2 A �r� 'when B�z �=. 6.0' B� 6 Ft. Type of L�ner Closs I R p Rap wifh No Geolexfile L^ STA 520+14n173' RT TO 520 - 16, 287' RT SCALE: 1"=50' 50'� � 2GI-A fL. GR. — � � e _ --�QE----��-- iDUE _�ld \����� C — PUE PUE PUE PUE� DITCH BLOCK SEE DETAIL 11D SPECIAL CUT GRASSED SWALE � SEE DETAIL 11A LATERAL GRASSED SWALE - SEE DETAIL 11B DUKE ENF \ \ °� DETAIL 11B IATERAL GRASSED SwALE ( Not to Scale� b \l � Naf�ral f.— � FILL \ �� Gro�nd s..� p p.� �••�� SLoaE �Min. D=1 H. 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DI �""�=� � l8" RCP-IV 18' RCP-iV DSN SPEC � Y. .- - _ 24" RCP-IV DSN � - � i. Cp _______ _____u � DI � � 24" RCP-IV ---- Z 1� 1� e-F „ w N �� � CB-F Q � � �-9"C&(�i C6 E C�G 18" RCP-�V ~ � PLU z4' RCP_ry � � _ 18" P-Iv I � � REM_ CR v (V � �. REM. CB � � 75" RCP-IV 15" RCP-N B F 18` RCP-N CB F =� 24" RCP_�yN V �ll DI \J C� 36" RCP_�v C�G 15" � REMOVE ♦5" � CB E RCP-IV C�G (�j � h F -�� ��� � �------- `��. � E �F O �VE \� i co� g _ pVE � SPEC D N puE �� m m SITE 9 36" CSP w/ F Roo a p E w� nNo � V GASKET$ �� �� a � r�e m roe� COLLt. � I SPEC D. PIPE Ol1TLET CHANNEL � SEE DETAIL 26A �r �r � m 225 �� m TB I�Y F / TgJ C� �--- AIL 26B � -o �I I I I l(�DUE F aiaE iN�er cHnNNe� � 1 I 1 1 f �� 1�a� �� s=a�ai i1 � .I'I��,, W - ---�w�. PDE i.11' a� "�aNF `� E�E � PDE ,v�o ���,v � .'. /` �hi aHob1ejEo Lengfh=l2 F. *CL4S5 I RIP-RAP SHALL BE BACKFILLED �� S� ��ALE: T�E WITH NATIVE MATERIAL TO FILL VOIDS. �� ��_$�� -L- STA.755+26 LT �� ; y' L,_��,�� 4=�Ra 'I � SURFACE WATER TEMPORARY � ,�� �� ;� ,,,, IIr �� �� � IMPACTS IN -- -- � � �� �� ��� I II �� ` � SURFACE WATER D1 � RETAIN �II �� I� I SYSTEM � �i SCn 6c5 I�j , . iI .3 /— END CONSTRUCTION �\\ � ` �'_�I �II � � -Y36-STA.14+50.00 \ \ � OUMPSTEk I � // ' OMEGd SEAFOOD INC � ' �I , .. RETAIN END CONSTRUCTION � � � � � � SYSTEM -Y35- S7A. 14+70.00 755+50 RT N Z O w z N N � rn N � N � W � a 0 � ti w w Q W w � w' � � N i u'� O 6 � � � O + R � � � N ti = � � I W � 2 J W Z � � � _ . �� � / � I �I1 '� � � PROJECT REFERENCE NO. SHEET NO. � / DRIV WAY RATD AREp10'IUNLESS NOTED OTHERWISE ERWISE SHEET 16 OF 22 1 � 1 II�� R-Z3O7B / 1-57/7 26 50� o� so� too� PERMIT DRAWING 1 ���I � SHEET NO. i i � , � ��� �KH � � � �� ��� � , � ROADWAY DESIGN HYDRAULICS SEE SHEET 67 FOR -Y34- &-Y35- PROFILES � � �.� � l I � � E����EER ENciNEER SEE SHEET 50 FOR -L- PROFILE �� � 4VEN Ho E�Q SOc � / � � 25' � � - � r SEE SHEET 68 FOR -Y36- &-Y37- PROFILES � � � � � O � � 1 I �1���1 � � � SEE;SHEET�26A �FOR�WW & EASERVE DATA DENOTES IMPACTS IN � � � � � � � � - -�� I � � V���������� � � � � � MeNr �aTa � SURFACE WATER � � �� � �%�i� _� ��P; � � �jll�l�IP� �� ' � ae�w coNsreucnoN � � � �� ,! ��- - esm- ��=� I I I I��I'� I� ��� � � � - -� ( 1 � �� � �����,_ :� --- � �_ � % � � � �� 'I � -Y34- STA. 10+20.00 � � i � � ,,, ���� DENOTES TEMPORARY m �� �III � , �—��� i� � ` ii �� _ � �' � �/_�- �� � �---REtA�� ��; >��E' - � �� IMPACTS IN SURFACE WATER � - �� ���i ` --� —%III � � � �� ��- — - � � RETAIN; . '_- _ 6Y5TEM . �`/ ���, .. - � � . � �, : 22 . - - � �)I, YSTEM f i �� � . � � !- �. �BEGIN C NSTRUCTION -��-y � / w E g� �s�m� A _ � ���:- ��- �� \ Z / , � , � -v37- STn. io+92sn , -� DOCUMENT NOT CONSIDERED FINAL ,; ^ . �� � -, ._ . . ; ` / � � _. : \ . . I NLESS L SIGNATURES COMPLETED ' CLEAN Old'FLET ' RETAW �� — F RETAIN RETAIN � � � I � ��� /V ��_� � � A ��� _ - � ' - TGSENGWEERS � i , , SvSiEM �� I � � ' � j . � � �� � � � . � - uTGS AL �O6 HILLSBOROUGH ST. SUITE 200 __-- - � c ;,� e `�� - �= �' �" �� � � �� 2�$ �_� � � �a�a� �1��) � � � _ �c�N��s � � / 15" RCP�( 7��.- . TB 18 � '�. ( � __ _ � , � �I � � � _ ���.. ....__ � RALEIGH, NC 27603 �- _ � / . � ':NSBAHK OF NC 1 �\ '_ _ -... ; � I ) ' � � TaIN . PH (919) 773-8887 - � � / � k �.._ � _ _ Sg � C�-E �� dj- � � . � �� �V � .... , � � � � � �� � � �� pDE I I�_� � . CORP. 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STA.792 -60 RT � TGS TGS ENGINEERS PROIECT REFERENCE NO. SHEET NO. Q 865 E,y�� �06 HIL RA E GH NC 27603 ITE 200 R-23078 / 1-57/7 � � PH (919) 773-8887 ROADWAY �ESIGN HYDRAULICS CORP. LICENSE NO.: C-0275 ENGINEER ENGINEER ExiSTn�G GRWND ------- PRpApSED GRADE 860 ' ` ' ' - ' PERMIT DRAWING 855 SHEET 19 OF 22 , , , , DOCUMENT NOT CONSIDERED FINAL . . .. . . . .. . .. . .. . . . . . . .... . . . . . .. .. . . .. . UNLESS ALL SIGNATURES COMPLETED 850 I I 850 845 845 -L S . 7 3 89 , _, _ E . 5' b' CB 840 840 EX. DE PR P. GRA E 835 � P OP. 9' IA. H 835 �� � P OP. 9' IA. H � ' I I � — I i — .- � "-•� 830 ���` � �— — �� — — 830 � � BE� EM V D � I 825 i \� 825 � PR P. CO C. 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L- A776+75 �� ,\ LATERAL V DITCH �. �� i \ SEE DETAIL 30A �r�� � :� \ PERMIT DRAWING SHEET 20 OF 22 �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER /� � __-'_ —='>0 REMOVE � �p�,HovE 9 �r - � CB F jaeMwe � �F Cf�F �a G CB-G Z - � p _ _ _ \ �RETAIN ,p I -------- z-� E E ro i� � Fr,9i .. _ � � � � � �s.. �� �,i ;� � „ FS 2GI 15" NCP-IV 1��- . 6EGlN �ALL_V/-3/ f � -L- S A7Y9+8o � - __ ` 273 M TEMPORARY IMPACTS IN SURFACE WATER SCALE: 1"=50' \ �,\ F � / ��--- � � � � /� l: L � A Y � C 0 O N � � ci+ � O Z CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE SEE SHEET 52 FOR -L- PROFILE SEE SHEET 70 FOR -Y43- &-Y44- PROFILES SEE SHEETS 26-1 & 2B-3 FOR CURVE DATA SEE SHEET 30A FOR WW & EASEMENT DATA PROJECT REFERENCE NO. �-23078 / 1-57i� ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS TGS ENGINEERS =N�iNFEu 708 HILLSBOROUGH 5T. SUITE 200 � RALEIGH, NC 27603 PH (919) 7738887 CORP. LICENSE NO.: C-0275 50' 0' 50' 100' 25' � . i � DETAIL 30A LATERAL 'V' DITCH (Hoiio s�aie� ftEfAINING WALL b �rol l"h�_ 2,.� ,�.� Graun D Min. D=1 Ff. 6=2 Ft. -L- STA 795+00 TO 796+50 RT DETAIL 30B ���IF FALSE SU�MP ,��;., ( No� fo s� �e) J �Tmff c F oitµh �o. � 2 . �� -'i y,�.- GI -- S — etc `�.. S=Ditch Slope f� Proposed Ditch— -L- STA 797-27 RT I . � - . �� . i . I \ 1 PROJECT REFERENCE NO. 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ROADWAY DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 706 HILLSBOROUGH 5T. SUITE 200 RALEIGH, NC 27603 PH (919) 7738887 50' 0' 50' 100' 25' WETLAND AND SURACE WATER IMPACTS 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 -L- 453+21/453+40 LT 18" PIPE < 0.01 < 0.01 2 -L- 458+40/458+74 LT 36" CSP < 0.01 0.02 3 -L- 458+21/467+07 LT ROCK CAUSEWAY 3.11 4 -L- 476+33/488+33 LT ROCK CAUSEWAY 3.91 5 -L- 487+17/488+00 LT 42" PIPE 0.01 0.02 6 -L- 519+88/520+50 RT 30" PIPE 0.02 0.06 7** -L- 554+25/554+82 LT 24" PIPE 0.05 < 0.01 0.01 117 8 -L- 755+17/755+36 LT 60" RCP 0.01 39 9 -L- 755+24/755+53 RT 60" RCP < 0.01 < 0.01 68 17 10 -L- 784+30/784+87 RT 78" RCP 0.01 < 0.01 97 20 11 -L- 792+60/793+23 RT 60" RCP < 0.01 < 0.01 98 19 12 -L- 793+40/793+49 LT 60" RCP < 0.01 < 0.01 28 20 TOTALS*: 0.05 < 0.01 7.11 0.11 447 76 0 *Rounded totals are sum of actual impacts NOTES: 0.02 acres of Permanent SW impacts for bridge interior bents at 467+15, 468+50, 469+85, 471+20, 472+55, 473+90, 475+25 and 476+60. ** - Site 7 wetland is accounted for as a total take per 4C meeting minutes. 2016 09 09 � � v J � � � � � � m � 0 M � i � � � 0 � ��� oa oo� �z� N � a� \ .�� �X� � � 0 � N � •� � V W O � � � � ., � V � � O V �J See Sheet 9-A For Index of Sheets END BRIDGE —L— STA 47� -Y- SR 1840 EENiNOOD RD �' ' � -Y3- SR 3i 80 � HIGH HILLS DR �� -Yi- SR 3060 . �� �?Fa Mt�RINER POINTE LN ��9;�G SITE 7_Y�_sR1211 � "�o� �� PARADISE PENINSULA RD t `� -Y2 g- WATER OAK DR i .. � ��% +/ — ' �' i �� ,- ��� Lake % Norman � ' BE6/N BRIDGE S I T E 5 —L— STA 465+80 +/— �i SITE 4 � 15� SITE 3 � �, ,�, c SITE 2 SITE 1 CONSTR UCTION -L- STA.425+23.31 � `� 12 '�-Yi,3- SR is68 13 McCRARYRD ISo -Y24- RIVER PARK RD -Yll- BOATERS DR ' -Ylo- SR 3oz3 -Yi�- SR ii8o -Y9DET- Q UIET COVE RD DOOLIE RD SITE 9 E11tD TIP PROJECT R-23078✓ BEGIN TIP PRO ECT I-5717 -L- STA. 726 + 00.00 BUFFER DRAWING SHEET 1 OF 7 DOCUMENT NOT CONSIDERED FINAL UNLE53 ALL SIGNATURES COMPLETED ' -Yi6- SR i3a3 PERTH RD V -YiB-BYERSVILLAGEAVE �V 18 m � � � � w N W E111D TIP PR -L- STA. 799 + -Y29- REGENCYCENTER DR BEGIN BRIDGE -DRW8-/-DRWio- —L— STA 732+48 +/— PORT VILLAGE SHOPPING CENTER -Y28- SPIRITS DR -Y31RPA- -Y2�- SPIRITS DR -�31- I-� -Y25- TARGET EN7 RANCE -Y26- SR r46� -Y24- LEISUREWOOD DR BLUEFIELD RD -If31RPZ � -Yzi- SR i3o4 '04' 25 ^�°�n,- _ �< ERVINRD � �. ,, 1 _ * ,� � � „�,,,a�, ' L I _ _ ` F� � � ,,�. L * * * � * Nc15o � NC 150 -Yzo-ANlIQUITYLN ��.� �, ��� „ -Y31RPB- " �t UPGRADE EXISTING OR NEW SIGNAL ` �• -Y22- / -Y23- Cv A PORTION OF THIS PROJECT IS WITHIN THE CITY LIMITS OF MOORESVILLE. � -Y3o-ROLLING � MORRISON PI.ANTATION PORTIONS OF THIS PROJECT HAVE CONTROL OF ACCESS HILLSRD ** PARKWAY -Y26-SRiio9 -DRW DRWil- 60 MPH FROM BEGINNING OF PROJECT TO WADDELL RD. WILI.IAMSONRD LOWESENTRANCE -Y31RPC- 50 MPH FROM WADDELL RD TO END OF PROJECT. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III � 26 END BRIDGE —L— STA 734+/g +/— -�'33- STRAIGHTAWAYDR - -I'34- FESTIVAL SHOPPING CENTER � -Y3�- PORTESTOWNE WAY -Y38- CORPOIZATE CENTER DR p. -I'39- SR ui6 TALBERT RD Y4i- MACLEOD DR , _ _ � -Y44- US 2i RAMP � 0 O N � c� � 0 Z R-2307B ro MooREsvi, � -_:��- — i CONSUMEK SQ. ENTRt1NC -Y42- MACLEOD DR -�'43- COMMONS DR --Y35- NO O -Y4o- SR iii6 TALBERT RD sTaTroNBr,v '' E11ID TIP PROJECT I-5717/ -Ys2- coNsunrEx sQ. Dx BEGIN TIP PROJECT R-2307B -L- STA. 740 + 00.00 GRAPHIC SCALES DESIG11t DATA PROJECT LE11lGTH Prepa�ed For: HYDRAULICS ENGINEER DIVISI011t OF HIGHWAYS ADT 2019 = 47�%�0 I000 Birch Ridge Dr., Ra[eigh NC, 276I0 50 25 0 50 100 LENGTH ROADWAY TIP PROJECT R-2307B = 6.448 mile P�Oqp ADT 2039 = 58�86� TGS TGS ENGINEERS �� PH (g�9) ��3 888� Q� O� ���g K= 80�o LENGTH STRUCTURES TIP PROJECT R-2307B - 0.230 mile �� 706 HILLSBOROUGH ST coRP. uceNse No.: QQ � PLANS suirezoo c-oz�e r.e. � � D= 55% TOTAL LEIVGTH TIP PROJECT R-2307B = 6.678 mile � RALEIGH, NC 27603 SIGNATURE: o � 0 * 2072 STANDARD SPECIF7CATIONS � T= 6/o BURKE EVANS, PE p � LENGTH ROADWAY TIP PROJECT I-5717 = 0.233 mile �xo�scz Excr,vesx ROADWAY DESIGN V= ** RIGHT OF WAY DATE: ENGIIVEER * TTST 2%+ DUAL 4% �NGTH STRUCTURES TIP PROJECT I-5717 - 0.032 mile AUGUST 31, 2017 TRAVI$ COOK, EI ���� o�'�p FUNC CLASS = TOTAL LENGTH TIP PROJECT I-5717 = 0.265 mile rxo�ecr nEsrcN ExcrxsEx �� pr����� PRINCIPAL ARTERIAL LETTING DATE: BRYAN KEY, PE STATEWIDE TIER TOTAL LENGTH TIP PROJECT R-2307B /I-5717 = 6.943 mile JULY 16, 2019 rno�scr excr,vesx P,E, NCDOT ROADWAY DESIGN S7GNATURE: -Y2DET- �'CT R-2307B BEGIN TIP PRO -L- POT 432 + �l..i CA TA WBA � IREDELL CO U1�TIES ����� �� ����� �������� �������� �� �������� LOCATI0111: 111C 150 FROM SR 1840 (GREE11tWOOD RD) I111 CATAWBA COUIVTY TO US 2l I111 IREDELL COUIVTY TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, STRUCTURES, A111D SIG11lALS BUFFER IMPACTS PERMIT — -YS- SR 3i4i LONG COVE LN -Y9- SR i438 S ITE 10 WADDELL RD -Y6- SR 3i4o -Y8- SR i45o �DIGO LN 7 `H Y8DET-C� TRAIL 2 � � -YiS- SR 3i62 - -Y12- SR 1396 ROBINSON RD ,�y 16 ir _L 1: NCzgo TE 6 -Y4- SR 3145 PINNACLE SHORES DR SITE 8 Y2- SR 3i48 � INNACLE LN � R-2307B RDY TSH.den 7/2/2018 4:53:52 PM TGS 6 6 , ro C m 0 _ � r 0 �, m � N � � ✓ 0 � � C d � O * V R V � Z � � IW J � W� ? W J W Z � � g DETAIL 5A No DETAIL 5B =' FALSE S ca P FALSE SUMP �.� Nof to 5 le / Outside Ditch ( � I �o� ro �aie� �� Troffic Flow �4�� I Z,�. Outside Difch �z.o�� �' 'I Tro�w �.� 20:1 � GI � --5— etc �-5— S=Ditch Slope C� Proposed Ditch — S=Ditch Slope � Proposed Drtch — -L- STA. 442 i� 61 LT -L STA. 443 +.13 RT -L- STA. 445 i 63 LT BEGIN CONSTRUCTION �-TRAILI- STA. 10+42.90 N N � M � RETAIN SYSTEM I f�, m�� � asr Pq,���� � JE �,,, I � � Q � � F SCALE: ` � � - 1"= 50' CLA55 I RIP AP 4 TONS,12 S GEO m �_... O �,�� \� ELBOW / P�E / � F_ i& — E�'�� _� �„}ENORO�S,�ESS � EF�., U�' REMOVE zG1 A , ELBOW � O� 0 titi 1,° i ; � � DUKE EN GY FUL POND ' /� '� I � ,� � ti� � MITIGABLE IMPACTS ZONE 2 ti� � mti � � ti; m / � / � � / TEMP.FENCE � SCALE: wiGArE � r�=5o� I I ` GRA55 SWALE DATA on=o.� n<.e SLOPE=2.6% L REQ.=J] N L PR0.=230 N Q]=1.1 <fs �z-, e w Q,�_2.� A, V10=1.9 Wi -�- srn. aaz+so �r � � / �'� ~ ~0 / . I \ ..... ','' � 8z �� SITE 2 SITE 1 �C % �oN / J ���-� �'---� i \����� ,a�, _ ; � i .., z'�/� I / — m C \� �� ��� 4�'' < � �REMOVE DI& 10 LF ot18"RCP /6'OR. _—_— — 2GI —�--- �-� � �s�� �E �� PDE PDE � � �'----�—�_._--'Zr^ —�---�--- — 1 W' � � �`, � � � L, \� �-- - � �i�. . ISBKD ca�` \\ � ` C� � � � O DA=1.0 Acre SLOPE=2 bb L REQ.=103 !1 L PRO.=350 !1 Q]=2.6 cfs V2=1_9 Ws Q10-3.3 <Is V10=].0 fVs -L- STA. 440+00 RT g� ti O DA=0.5 Acre DUKE ENERGY FULL POND ELEV=760.0'�TYP� SLOPE=Y6°io L ftEp.=50 N LPRO.=]45 k 02=1.3 cls V2=1.6 Hh Q10=1.] cfs wo=i.� w� 2Gi �55'OR. REMOVE _ 18" RCP �`- w m� w a C I � pUE J 2GI � REMO�E JB — PLUG g 20 LF � RfTq�N ` . . �J �o� ;. S K BUS d' � Q = � ti 24" J lV i Z W� = W � � —az 2�� �BZ1� � gZ � �BZ 2 BI� �,�:, �� -L- STA.445+0� rci g12� � . . ^,. . 0�1 i' ____ _ _�_� _ �BZ 2 i BZ � BZ 1 .-� � ---- ____-_. __-.- . ,-:-.�.--__ _,__ . __ . . — B � - "-'-_ / �"� 2 � v--' � � 2 �::.-` / � BZ ��- � ' ' � � el � - � � �� � — � � �� ez � SEE SHEET 37 FOR -L- PROFILE __- � � ,� SEE SHEET 53 FOR -LEB- PROFILE - -- SEE SHEET 72 FOR -DRW7- PROFILE 50' 0' S0' 1Q0' ---- -- - SEE SHEET 73 FOR -TRAIL- PROFILE \ i zs SEE SHEETS 26-1 THRU 26-3 FOR CURVE DATA � 2a z 2g e CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE Ig 2�'j' —PTE— PERMANENT TRAIL EASEMENT \ DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE --\ •� \ � F --E� / � — ��_ _ �/ �— -PT��� PTE �����' 2c! _/ _ � % i-- � PTE � � PTE'� = C' _-- ' -rRa� i- �FALSE SUMP SEE DETAIL SA 2GI END J`c'�Q � PUE a — PUE — PUE DUE T rre --�-- Cw�----PTE � � �—��—PTE_ � ---� � FALSE $UM � � � � SEE DETAIL . lf, ■ - - _ . ._ __ Cll:�uli1 O DA=0.9 SLOPE=2.6% L REQ.=85 ft L PRO.=30� N Q2=23 fs V3=1.9 Ws Q10=3.0 cfs VIO=l.3 Ws — - � s„ _--�-- —�----- ---�--- C \� ,-�',-� \ \ � P. � � ,�� \ � —! � FALSE SUMP -? �• SEE DETAIL 5B � �^ ryo �'�'i -\ � ��'7 �O 2 � PROJECT REFERENCE NO. '-23078 / 1-57%� ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS TGS ENGINEERS EN�iNEE� 706 HILLSBOROUGH ST. SUITE 200 � RALEIGH, NC 27603 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 BUFFER DRAWING SHEET 2 OF 7 6 � � DETAIL 6A �F DETAIL 6B � FALSE SUMP STANDARD BASE DITCH � i Ho<<o s�o�a� � ��o,�o s�a��, O t"de Ditch � Na�,,,oi Ho�,,,oi Troffic Flow � c,o��a ?.� -- 1� ��o��a O.� � z,jt D d GI e M� 0-2 w e1c M n d ] Ft. � S 'When B'z � bo B See Below 5-D'nch Slope fE Proposed Ditch -L- STA. 450 � 13 LT ryPe of Lin -- Closs I R��.Rap with No Geofeade L STA 453+01,294'LT TO 453+29,326'LT (B=2', DAYLIGHT AT 0.3%� L $TA 458+01,177'LT TO 458+41,192'LT (B-6', SEE PFL FOR GRADE) O � V � do t- � � J w 1 = � W Z W J W � _ U Q g SLOPE=03% to 2-2% L REa.=9] fl L PRo.=450 k a2=26 cls vz=i9 w v°�=�Z o r✓� PUE — PUE SUnnP -L- STA. 450+00 LT SEE DETAIL bA � — PTE �--- PTE DUE-y��- PTE — S7-,\ _ _. _ " ._ ._ — _�— _ �-- � � , �� FS � m � 0 _ � d r 0 � m � m N � , : N N � � d � � ALLOWABLE IMPACTS ZONE 1 \������ ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 � MITIGABLE IMPACTS ZONE 2 CUT TO FILL TRANSITION CLASS 6 RIP RAP 5 TON5,10 SY GEO � PUE � N O SITE 3 � � � -- �i .. � ._._._.._..__ 1� �/A / � ��� � � _ A � BZ � `v 5 DARD BASE DIT � � EE DETAIL bB � i � v � \�� SCALE: � � ersnss swn�e onra � V 1" =50' 40 QQ on=o.a n«a SLOPE=I.QY �0 0.�% L REO.=41 N L PRo.=So N HAZARDOU$ $PILL BASIN --_�_ a2-i2 d' SEE DETAIL 6F -` V2=i.Y Ns CUT TO FILL TRANSITION m V�t�p=t�.3 in� CLA55 6 RIP RAP 12' DRIVE FOR H58 ACCE55 (APPRO%.) � 12 TONS,26 SY GEO -L- STA. 453+50 QQ� QO� PUE�t�dilACS PUE GniE iFEPUE� � ' pUE SWALE SEE DETAIL 6C PUE PTE PTE PTE PTE �� E J'� '(E —,�_—__f _—_l�—_—�_--_�_— � pTE C � �- - ' � � -�;�w;r s;+�' � N —rRa� i— �J� Q i F -L- i 24" 59� �� 50� ���� 25� / / /� � O DUKE ENERGY FULL POND ELEV=760.0' (NP� � O � O � O � 61'� 0�, . � / � �. 1 F � C� - ____-_- JS ____ -_ \ � .:JS . __.. " s; . � O^ �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED x�� TGS TGS ENGWEERS . �� EN�iNEE� 706 HILLSBOROUGH ST. SUITE 200 � RALEIGH, NC 27603 2o'x2o'x18" PAD �� � PH (919) 773-8887 CLA55 I RIP RAP CORP. LICENSE NO.: C-0275 32 TONS,NO GEO Q 2� a O7 � l SITE 4 \ � ROCK FILL IN POND �� � SEE DETAIL 6E ,�j O 7 �Jf� i DUKE ENERGY FULL POND ELEV=760_0' P� E— E EXISTING TRANSPORTATION � � / ` . . -------_�, - O O O ., GRASS SWALE DATA - FACILITY (TYP) � \ ` ' Q''" on o� n�.a '�'� '-'-'-' O ��.: . �, � O �'D Q � O / L�REQ. ]2%N �-, �CK / L PR0.=400 ft � m a � ; q= ,�; w �������_ _ GRA55 SWALE DATA ;��.,� m � ANNIE B. STLITTS IRREVOCABLE TRUST v Q10=25 cls �OPE3 Soe ` ��,,`" V10 1.3 fNz L REQ --31 N -L- STA. 457+50 MED L rRo -15o fi -- az o e d: / vz o e w ,� r , _ .. ,,, !� � � � � . oio to d � �� � '�-_ �,�, O ��a a_9 � g �� \ � -L- STA. 459+00 MED ' GRA55 SWALE DATA ` �-� EXISTING TRANSPORTATION FACILITY (TYP) DA=t.t ncre N SCALE: � f i„=so- � �. \ ___ � \ �x �/x � � f"I,% � 4 � , ����_I1� � i . � �1„� � � ] < � � � �\ �� STANDARD 8P DITCH SEE DETAIL 6B _ _ � _, LUG A D GASKETS � � - -__ _ � _ G p BERM=768 � HW hLUICE GATE PROJECT REFERENCE NO. BUFFER DRAWING R-23078 / 1-57/; SHEET 3 OF 7 WW SHEET NO. ROADWAY DESIGN ENGINEER -■ �� �a • �I 2c� 18" .. __ . ____________ ._.._ _ . _ _ __ ___________ 2GI -....._ _.___ . � - — ��— __......__ JS __-_.-__ < - � - _ _ _ __ � _ � _ _ SEE DETAIL bD _ — � � � � -- _ -� - .__._ __ . -_-� _.. _ ___.-. _ F -_ � _ `_- _ _-. - - - � � �5 �__ JS_-- __-_-15-- _ ___15 ..._.. .__._- _ L, - ' F GREU TL-3 . _ .. f---�� � .. . ___._15-�_ _ �S_ _ _'___'_'__'__ _ -_--.- ...� . _ . . -" _' ___ _. _______"'_" 15_�-- .' - - __ J -� / ' � ______-__. " _�.' ___ ___ _ .. . ,' -JS ` ' . '___"__� . -_�� ,- � � . . _ / '_'__ —�S �,�`. �' � U o ----'-- ------- ------- � FTq�� � �q��.i Q ___""' "' DETAIL bD FALSE SUMP �No>>o s=aie� DETAIL 6E Med'an D'ich ROCK FILL IN POND DETAIL 6C q" --I �'f-- �"°"° s`°'ai MEDIAN GRASSED SWALE Proposed �No�to 5<alel I � �r� Sno�lder Sl�oulde. ' (SeeCnonBelow�—� 2o'—+j GI Existing � i� Elev.-762' �m 3 � ro�m �-5- etc. Eorth Fill l � '�orye°' a���a� S-Ditch Slope CE Proposed Difch �... Ditch Grade L Ditch Grode L po� F�iiPa�d 0.0% To 20% 20' Over 4.0% To 6A% q0' CLP.55 VII SELECT =�60' Over 2.0% To 4.0% 30' Over 6A% 50' MATERIAL �_ -L- STA. 453-50 TO 459-00 MED �L- STA. 543 �.- bl MED -L- STA. 458-72 TO 467+11 L� STA.459 : 00 TO 465 �. 50 MED _�_ STA 547 �-60 MED -L- STA.476-. 34 TO 488 r�38 DETAIL bF HAZARDOUS SPILL BASIN (No�fo Scale� BERM ELEv-J68.0'I�vf",� l.a' Freeboord � NG —�-I �ry 10'�TVP.) �.. I NG � L OR W—�1 gqSE ELEV-)fi3.0' 5=0.3% Hw r✓SLUICE z5' 45' GATE �65'� as VOLUME REQUIRED-94Jd CF VOLUME PROVIDED-9I21 CF .- STA 4>7-69 LT i _—_ f-�—_ F —__ F � � MEDIAN GRASSED � � F � � _ SWALE SEE DETAIL bC SITE 5 O SLOPE=0.3% L REQ.=114 N L PR0.=650 ft Q2--]. �Is 410=38 cfs V10=1.] W's -L- STA. 459+00 MED SHEET NO. HYDRAULICS ENGINEER 1�� i �? o � _ i � �l l, � J � I� � —PTE— PERMANENT TRAIL EASEMENT SEE SHEET 38 FOR -L- PROFILE SEE SHEET 53 FOR -LEB- PROFILE SEE SHEET 73 FOR -TRAIL- PROFILE SEE SHEET 2B-1 FOR CURVE DATA CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE 6 6 � � � ro � � 0 _ � d � m � � i ✓ m N � � d � i 0 rt � � � I� 2 � I ~ �W I = W � = W JW _ � C� ti � O � � � Q = � ti IW J x W� Z W J W _ � C� Q g DETAIL 8C HAZARDOUS SPILL BASIN (No�to Scole� BERM ELEV-168.0'(TYP� NG �.0' freeboord NG - � � 10 (TYP'� _NG~ �-i NG � L OR W� BASE ELEV=]63.0' 5=0.3°i � �0' 40' HW v%SLUICE GATE �,�o —� iso VOLUME REpUIREo-I5d49 CF VOLUME PROVI�ED-15id1 CF -L- STA 488+59 R7 � Q DETAIL 8A DETAIL 8B DETAIL 6E MEDIAN GRASSED SWALE FALSE SUMP ROCK FILL IN POND I�o�ro s<oidi ( Nor to.5cale� , or�o s�aie� sno�me, - � showae. Proposed — ' vomr � ea��r Med'an D'fch � Fote°` �o�te� 9" -�2'�- Existi�n9 �i I Elev.=762' O \ I E rth Fill F'-� O (5ce Chon aelow� -,- so' —�1 GI � N �-S - erc � F„n ra�d y -L- STA.478-00 TO 481+50 MED 5=�itch Slope 4 Proposed Ditch CLA55 VIISELECT % =�so� /� -L- STA. 481 i 50 TO 488 i 00 MED Ditch Grade L Di}�h Grade � MATERIAL -. -�� OA% To 2.0% 20' Over4.0% To 6.0% 40' -L- STA.458-72 TO 467+11 �� Over 2A% To 4_D% 30' Ovar R 0'Y 50' -L- STA.476-34 TO 488+38 l`7 � -L- STA 584+90 MED h E f\ m R � iROCK FILL IN POND \ SEE DETAIL bE � E\ GRA55 SWALE DATA F`E E E E on=o.e a�.e � F�6NJ'4'CHA/N UN16�EN�CE �E s�ore=oav n7 L REq.=60 N / -L- STA.478+20 F Qzao--aso n / � \ vs=i.b r`v� F ato=za r, � BUFFER DRAWING � SHEET 4 OF 7 2 � ALLOWABLE IMPACTS ZONE 1 \������ ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 � MITIGABLE IMPACTS ZONE 2 F / � EXISTING TRANSPORTATION FACILITY (NP) / vto=l.o 1✓: / � �— F F F F F -�- ST . 00 MED / --_-----------------__ F ___ F MEDIAN GRASSED � ��� � F SEE � BA DUKE ENERGY FULL POND ELEV �-- 760.0' (TYP) �� 1 �/ MEDIAN GRASSED ME�IAN GRASSED ���� F � ''''"` ` 5 EADETAIL 8A 5 EADETAIL 8A �I _ F _ � � \ �\f I � / � �' � '� ' \ � SITE 6 ' � ,—' ���,, � � , ' _�� ���_ F F � � ' '-------- ---------------------------------- � - _ _ � DwY_DI � '-_"_ _ ������ F ��E� y � FI � _lr �� , , /—_� — F F �- =_---- n � � = 15"RCP�V � '�-� �} � �" �� , i 2GI � _____-_________ \';: � --__-. _ _. _ _ . . . _ ________- !� Fi " � � I�� / °' "- -' _- ,c= _ _.-.._______�... � .. �� \ _-.._.._ \ TYPE �77 ' 1 � - - - --- �s - - --- - .- _ RE , MEDIAN _ _ -- --- . � - . 5. __...._ _-___ � - "_ __ _- - - _ - _ _ . - . ___ __- _ " _ ._ -___ _--___ _-__15 -__ 2GI-A _.... ��� �� nni 1 .�� ^ _ _ � I I SEE D � L _ _ 'i .. F -_--_�_- �__'. .__-�-__�---�- - i_ - _�-� - _ _ - � � L �- _ _ � � _r— _ - � ......�5 ._ _.... -__ .. . ..__.. _ -_.___ .... ___ ._ .._ ..._- ____—_-_— �-_—_.�_-- _. ..__ _ _ _ .. � - — 15�- ._. 1S --___ —JS_— _._---_JS-___ . _�. . JS ___-1S . .:_ JS - _. ....-.__._� .___ ...___-____ __ -_- �"' _ ._ ________- - ____ - — -_- ; ___ __15__ 7—_. _____ .___ - - .. JS . .__ _ —15.-___� _. __-' ; I � �... r � ♦ I DUKE ENERGY FULL POND ELEV=760.0' (TYP) / I� -�"'' � 5'x20'x24 PPkD �� � J I Y' ,,,,� �LA95 II,qIP RAP �� �, t. �19Q TOI�S,Nm G�O �\ / r � � � � l, r r / � �� � � # _'__ � _1__'. -_ — _ ""_ ` ' '_ � - �.�,= _- - �_____'__'_'___'___'_'__________________ / _ � � . � _____ _'__'____'_"__'__'_____ 42" CSP w/RO[ �� �'_'_"__"_""""_"_' 'S�� � LUG AND GA _'_________________________'________� � ' PROJECT REFERENCE NO. �-23078 / 1-57i� ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS TGS ENGINEERS EN�iN�E� 706 HILLSBOROUGH ST. SUITE 200 � RALEIGH, NC 27603 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 �� I /. � m m m < � BEGIN WALL W-1 -L- STA488+70 � -- INV-763.0 � ��-- S _ _ 1 T�` __ __ _-_.L_____ - ,.. , - ..... � � I __ .. J ___ ._'_- F,"' � f"7"Cr r _ � . � �� #� A ���PQE �- �42' ` \`\______ ���3 � �� I IP RqP � � TON5,12 ' BER M -768 � '__".,. �_ �' "_ --�— --f / - --------- - � y � el BZ 2 GRASS SWALE DATA GRASS SWALE DATA / HAZARDOU$ SPILL BASI �� SWALE �ATA DA=0.6 Acre DA=O.] Acre �� ry �$EE DETAIL 8C SITE 7 SLOFE= 0 4% SLOPE =0 3 h / � L REQ.-63 ft L REQ.=l1 N ,/ ; ¢�N � Q]R�I.S �{s5 fi L PR0.=350 fl -. .'� / vz-t_o fV Q10-1.9 !s V10-1.1 fUs + 50' 0' S0' 1 QO' 25' SEE SHEET 40 FOR -L- PROFILE SEE SHEETS 56 THRU 57 FOR -LEB- PROFILE SEE SHEET 74 FOR -TRAIL- PROFILE SEE SHEET 26-1 FOR CURVE DATA 0� � �N \ 4G \ JA a ss i eiP RnP �F c `J 4 ON5,12 SY GEO � \ E ` r J. �` ,� ` �9`�tio4 \. O `` C ~' � 4 ` EXISTING / TRANSPORTATION FACILITY (TYP) CLA55 I RIP RAP 7 TON5,17 SV GEO \ � � - . �_ �°ti \ / i� P RETAINO SYSTEM � \ O - X � P � �? O � � I ~ �l? � � _ � v T � 6 PROJECT REFERENCE NO. SHEET NO. 6 � DETAIL 9A DETAIL 9B DETAIL 9C BEGIN CONSTRUCTION R-23078 / 1-57/7 9 � roE PRorEcrioN �F urean� �ansse� swa�e MITIGABLE IMPACTS ZONE 1 _rz_ srn. is.ao.00 � � No��o s ai � FALSE �UMP ( Not to Scale) WW SHEET NO. iN �f S�o�e� 279 BUFFER DRAWING Ou�side Ditch �% No � y O I�2 �'��� ROADWAY DESIGN HYDRAULICS F��O� T`°ff�`Fi°w I—� F'�' MITIGABLE IMPACTS ZONE 2 ° � �) O ENGINEER ENGINEER �°o��d_ b .��5,°ps o.' �, 2"� �°o�;°d <:, o a. ,,�,. �,2 SHEET 5 OF 7 N ti. ,. ' 1 , s�oPE �\ �� d � Min.D-IH. QJ � GI B B=0 Ff. \ p \' b=SFPt \ Gaotexnle F$— / efc. � 6=2 Ft. F � GF I �� � S=Ditch Slope � � Proposed Difch � O � � /____. LATERAL GRASSED SWALE _Y` i T - B 0 RT 27� -L- STA. 446 i 00 TO 447 � Oa-'RT._ � D 1- ST/i,, 10+46.40 '' . � � SEE DETAIL 9D I ype of Liner- Closs Ri�Rap -Y2- STA. 13+70 TO 14+4 L STA.497 18 RT A \ BEGIM COMSTRUQION , � —'�- � � � \ m � i � E ,' �N -J � 1 � 0 � 2 � A'� � Q <: BI � --�� -� J � LATERAL GRASSED SWALE Z z 0ti F - -- -- --__� _— Q ,\ � see oEiaa 9C DOCUMENT NOT CONSIDERED FINAL � — UNLESS ALL SIGNATURES COMPLETED gZ Z E —\ �� Q�%� � t�'O G DUKE ENERGY FULL POND ELEV=760.0' (TYP�' �� TGS TGS ENGINEERS \� � R` EN�iNEE� 706 HILLSBOROUGH ST. SUITE 200 \ m O \ \ p � RALEIGH, NC 27603 GRA55 SWALE DATA O w � 1 o tp � PH (919) 773-8887 \ T � on��o.a n«e J I �% CORP. LICENSE NO.: C-0275 SLOPE 1.3% Q � Q% l REp. 4d ff \ GRA55 SWALE DATA �f' l PRO. c0 ff GRA55 SWALE DATA E \ ` Q2 1.] Is DA=1.5 Acre pA=0.4 Acre \ 2 18 fvs - —_ SLOPE=1_9 0 \ 1 QIO I.fi fs � \ — LATERAL CiRA$$ED $WALE L RfQ.-152 ft SLOPE=0.6% vto i.� !iM W � SEE DETAIL 9D L PR0.-95 l� � REo.=aa N LPR0.-150 k � � -Y2- STA.14+40 RT REM � `� � m oio-3n5�h �z-oa w5 \ 1 mT qV � __ — LATERAL V DITCH vio=zb W a�a=��o d: �, p� �8" R�' SEE DETAIL 9E ��o=o.v r�s W\ 1 QJ GI 1 \ \ -Y2- STA. 14+40 LT _L- STA. 50^3+5 0 LT 1 BEGIN 8X18 CURB �' \ � � � � � 1 REMO E m� -L- STA. 499+96.96 � \ ' � yJ < \ END BX18 CURB � � � Q `' 1 w � 1 �5 m\ q -L- STA. 500+97 � 1 LATERAL V DITCH - �ATERAL V DITCH G I1 m � SEE DETAIL 9G � SEE DETAIL 9G Q� ; \ �\ R` y 10 W � � 1 1 � � ) \ �� arF E ��''I I PUE �----_.- PUE ---------- PU� yJ¢' `1 / Q�� �/ \ F C I / � � � PT � � ��% —E -PTE� � ��----� I DUE DUE DUE DUE DUE � � � �/ �e I -- F --_ i � �Q, � � ______— --- ___�— �--- F ts'� aC �'� l�-� ---_----i .... T� �� / � � ----- � vE ! � F J 2�i �`-=_a�ro __ PTE �UFi ! __ � F �a" RCPI�— _ F — _ w / 2�� ----- 1 e� -e �� � ------ � �� E��-_--- __�--- -- -- E--E—� —=� ���" � REMOVE �B IS" RCP IV ` ������ O � O O t —_---- --_ � _. p� 15"R= ���—__ x � I 15' R�P�-�v � DI � Q O D' ry I �'�� RCP_�v DI � O Z I� O � DI D� � REMOVE s pl � � JW 15" RCP-IV ' 15" RC 15" RCP-IV �� � � � �. � � — — _, � ^ h � ' S RCP �V DI 2GI �8�- � REMOVE � _ ----�� _ �� 18"RCP-IV 2GI ��_ _ v� � � 2GI-A �y�< � W � — � — ` f r�j'S+"'-��rl mr _ _ 15" kCP-IV � �. � _ FS �G� REMO � zw _____----- � � � ��c�ru �'� ---�--_ _ _ --_�_ �W —Z^— v 0 J � .RCP-N i--� I �� � i� � � _--\ \ I __��� � � = 30' �// { = U �� RETNN / �/ "T �.`� c � � � I� d Q /�� � / �� 1 4 FALSE SUMP � Q � g �� � � . ��� % r � � SEE DETAIL 9B � � � � F � � / ' �'� ---�-- PUE � PUE ipUgOk�— PUE PUE � � p� � ( /� � /� SEE DETAIL 9A � � � � 5iore�oai p m / $ET IN 18 � C&G . \ L REQ 193 N VE g �Ea10°� �(,' q � B22 �v,ss swn�e onrn . \ \ ` � OZR�3�i N LATERAL GRA N � � /� G� I Ati� / /// --- �\ DA OdAcre t(� \� ' Q10-6.9 fs $WA�E E �Y ` �g ,� r / �,\ S�orE 3.0 / SHhR�S � � to-t.a (vs SEE DETAIL 9F � GA " \ /'` / '`� � �-- - L REQ. 42 ff ". � C W / �' � � I f � C. v L PRO--200 fi � FENC _� !� \ Fi To J " � . 9? Qz t�i fi�s � � � -L- STA. 501+00 RT � / �—(, �� / I � Q10 t 5 !s RETAI � � a� � .,i' / X '\ � c-� .�G � �4 h�_,_B W . Adl- � 1 � / � /// �Y�� / vsTer".� B �- sTn. av�+so er � �, _ ` ii .. \ / � � � � \\\ ` / �' - � ;: � � � / � ! p �� � � � � Adi� � errniN ] � . -u . \ �, Cl/ � i SITE O .....,,.\ e ... RETAIN \ ..... �, \ Ce �\ W SYSTEM � .7 N ZSgK� \ /� SYSTEM \y. ?� \ � , � m � � � j. MH ,� � ,� ��\ � �_�' �/� � 50' 0' S0' 1Q0' � oi / ��� o '�/ `� `"\ ci ,-�z�� i < � � �� — ;� F END C NSTR CTION ' �' *' � ���� -Yl- S A. 13+ 0 00 DUK��ERGY FULL POND ELEV=760.0' (TYP) ' , �r,, PINNACLE SHOR�$ C E � � .. .. � _c Sdi, o � x.�/! / END CONSTRUCTION �VINER6 ASSOCIATIO li� L � i � -Y3- STA. 13+00.00 .�. � c h DETAIL 9D � DETAIL 9E w N ^ LATERAL GRASSED SWALE LA7ERAL 'V' DITCH � �� —� c�i m N (Notto Scale) �Ho��o smle� � �.��)WER POST \ m b \ i y ,J � \ .. � I Noi�rol � I FILL l � I y� . \ Nofural � Gro�nd 41a p d.� liFt / SLOPE Grovnd 4'I p.� 1"F+. Siapc oyPrr Fo Por D � SHORE / � �� Mn. =7 Ft. Min.D=1 Ft. � . N \ f� :�.! B Ft. 6=2 F. "Q�IiITIQ�V� } � 6- Ft. � -Y2- STA.13+00 TO 14+40 LT -Y2- STA.14+40 TO 14+70 LT —PTE— PERMANENT TRAIL EASEMENT '�' � �. � x � DETAIL 9F / DETAIL 9G ,� PiNSNA LE SNORE5 m urean� �aasseo swd�e LA7ERAL'V' DITCH SEE SHEET 41 FOR -L- PROFILE i7 O�NER A�SSOCiatipry iNC �Na�ra s�aie� � iHo��o s�oie� SEE SHEET 55 FOR -LEB- PROFILE 15 � NQ Urai �� ,� c � SEE SHEET 56 FOR -Yl-, -Y2- &-Y3- PROFILES � / � ' i ' SLOPE "°'°�°' �- �'-� �s�� SEE SHEETS 73 & 74 FOR -TRAIL2- PROFILE � _ / Gro�nd 3.� p 3�. 7"�� Gro��d 7.� ry�� ^F�. � o ry B Min.D=2 Fr. ° M�.o=�F�. SEE SHEET 26-1 FOR CURVE DATA I o N --I I e=o Ff b=z F, SEE SHEET 2B-3 FOR INTERSECTION DETAILS a,.;,- ,�- , e , z L m � i b_Z k . . / 0 X -�- sTa. soi+oo ro sos-so eT -rRni� z- srn. n+is ro �3+so �r DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE 6 6 � ro � _ � di 0 �i � m N � i ."� m N � � d K O � �o da �_ � I ~ J = W� ? W J W _ � C� Q � coNCRErE oircH E�Ev=sob.a DETAIL 11D ;'� BEHIND RETAINING WALL ; N Gn g DITCH BLOCK � IN����s�iel eo�eoF � 4, � (Nottoscale) R�TAINING BOND PAVEMENT y�/�p�� BREAKER 0.03 I � — a.—� 4� \ FILL m o e�{ ry� _ b'� S�OPE � �--_ �XXX>CXX ALLOWABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 1 \������ ALLOWABLE IMPACTS ZONE 2 � MITIGABLE IMPACTS ZONE 2 � ;' Exist. Ditch Bed Prop. Difch p,� D=1.0' -L- STA. 528+10 RT �� B=0.67' TRAIL2- STA. 95 I 65 TO 100 I 88 LT 1\ 2 �see xsc Foa can�e� DETAIL 11A SPECIAL CUT GRASSED SWALE `�; � 50' 0' S0' 100 1 No� to s�oiei �. Nof�m� � 6.1 Front � Groun p Ditch � \ zs� s��Pe �\ _ � Min. D=1 Ft. \ B=0 F} � L- STA. 526+50 TO 528+00 RT ' � � f BZ BI � DUKE ENERGY FULL POND ELEV=760.0' �NP) —` 7 N �� ti` , er ''`~``=. e2 ��. I � � �:JtiACLE SHORES C � e2 e? - - �\ --- CONCRETE DITCH BEHIND RET WALL CONCRETE DITCH SEE DETAIL lOD BEHIND RET WALL SEE DETAIL lOD / �^��:. � � ,��\ : � F �"�` `"r� N � � � � � rlC; : �% , Y ��� , �s`� a � �� �� � S 5 � -�,f =� -. �CLAS$ B RIP RAP Q�(F.� 2 TON5,7 SY GEO i � PERMIT DRAWING CLASS B RIP RAP a� A , T°NS,, SY �E° SHEET b OF 7 Q � - _ PTE A� �_� ��//Q� � p'(E i__'-- PTE �/F� 1 GRA55 SWALE �ATA on=os n�,e �'TF � . SLOPF=3.]°e �. L REQ.= 46 N \ '�� ' I/QO L PR0.=:300 N \ �\ �. \\O Q2 1 3 cis I \ \ 2 1.8 Wz � ��o -x.o !`�tn� \ JJJ \ � : CpVE L STA.527+50 LT � � P �F REMovE ATF \\ �� TF �- PTE pTE �F.��_L -'_ ------ C \ ` ----------- F i E E E E �� -- -�-- � F- =- � --Z�— -- � '����\ � \ �2 6�' PROJECT REFERENCE NO. SHEET NO. �-23078 / 1-57/7 /l ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS TGS ENGINEERS =N�iN,E2s 706 HILLSBOROUGH ST. SUITE 200 �� _ _ � RALEIGH, NC 27603 � ��,�'L� � � PH (919) 773-8887 �� DUKE ENERGY FULL PON� [LEv-760.0' I7vP) CORP. LICENSE NO.: C-0275 �. � PTE � O Qj� � eVE" � pUE � C J�' , e E i BEGIN CONSTRUCTION Q -YS- STA. 13+50.00 c� ' PTE EN 4 ctfaN uNK FENCE TRAIL 2- SiA.103+00 � ` `PT =— / /p ��� // / � � � � I� /W i �a 05 1 I � F I I � GTD I� � / zciPDE�I ��� i t / f / --- �----- f-l5 �__.___ _� � .�— PLUG � 18 2GI C GRAOE TO DR�, I � / o- / � � �� �'��_ i / Pw� E O - � � � / SCALE: ���=$0� j f � �i SITE 10 / Q�E � i �ND WALL W-2 - /-�- ST4.522+i0 � FS ZGI-A __ i���� � f 30" � —DUE r D� — pUE � �— PUE PUE PUE- � � � ��� � � � eZ BZ i � '� _ � � � _' __ _ _ -- � /� ! ` -�_ � U � � -�� � �� � �9 ,�� � � w ` , °1 � STANDARD BASE DITCH !i� i� SEE DETAIL 11C L 50'x20'x18" PAD CLASS I RIP RAP R.._ E ------- — 80 TONS,NO GEO c+ -' DUKE ENERGY FULL POND ELEV=760.0' (TYP) \ �\ SITE 9 DETAIL 11C \ STANDARD BASE DITCH INo��o S�ole� �j /� Grou al 7.� ,�\ Go�n _ \ D / d 01', �"� B Min. D=2 F. ........... " � Min. d=2 A `\ \ 'when B �z �=. 6.0' B-6 Ft. ��_ � ' Type of Liner- Closs I Rip-Rap wifh No Geolexfile -L- STA. 520+14, 173' RT TO 520 - 16, 287' RT � (DAVLIGHT AT 7.0%) , DSN � - < 3�' 2GI-A fL. GR. -D liE------pU�---��-- GRA55 SWALE DATA s n�.e PUE __�_=�-ra, PUE PUE �.�..� z� \ � � \� � V10=1.9 WS I -L- STA. 523+50 RT SPECIAL CUT GRASSED SWALE � SEE DETAIL 11A BZ � ����� ---.._....._ ��� j', SCALE; W I'.���=5� DETAIL 11B IATERAL GRASSED SwALE ( Not to Scale� b Naf�ral � � FILL Gro�nd s.�� p p�� �••��. SLoaE �Min. D=1 H. B B-0 Ft. b-2 F. -L- STA.528+00 TO 529-50 RT C \��—�— C PUE PUE DITCH BLOCK SEE DETAIL 11D LATERAL GRASSED SWALE SEE DETAIL 11B GRA55 SWALE OATA DA=0.8 Acre SLOPE=24k to 0,8°h L RE4.=82 h L PR0.=300 ft �1=1,4 <fs V2=1.9 Wz 410=3.1 <h V10=2.4 fVs DI rO �� �� � c�� O� Z n ti ti i rnz � rn DI Dt SPEC SPEC (_ � � - y I � --on - - - - -- - - - - - - - - - - - - - N Cn // N \ / / � �� � � \ � i � � i \ / � PWE ----� PUE --� PUE � PUE � PUE CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE —PTE— PERMANENT TRAIL EASEMENT SEE SHEET 42 FOR -L- PROFILE SEE SHEET 57 FOR -Y5- PROFILE SEE SHEET 71 FOR -DRW2- PROFILE SEE SHEETS 74 & 75 -TRAIL2- PROFILE SEE SHEET 2B-1 FOR CURVE DATA SEE SHEET 2B-4 FOR INTERSECTION DETAILS 67 RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 Roadway -L- 436+90/437+28 LT X 415 415 2 Roadway -L- 439+50/439+85 LT X 474 474 3 Ditch -L- 452+83/453+36 LT X 1,072 882 1,954 4 Ditch -L- 457+90/458+53 LT X 1,254 1,125 2,379 5 Roadway -L- 457+71/458+93 LT X 5,745 3,820 9,564 6 Roadway -L- 485+78/488+83 LT X 11,213 4,284 15,497 7 Shoreline Protection -L- 488+18/488+35 RT X 225 225 8 Roadway -L- 493+96/495+76 RT X 3,449 5,164 8,612 9 Ditch -L- 519+85/520+46 RT X 1,962 1,262 3,224 10 Temp. S&EC -L- 522+76/523+07 LT X 766 TOTAL: 4,288 3,494 7,782 20,406 14,922 34,563 0.0 0.0 Notes: There are no wetland impacts within buffer impacts on this project. Rev. SEP 2016 Rev. May 2006 � � � � e e � � _ � � > 0 � m � 0 N � � 0 ; T 0 3 � O / � O N � �c io w�> oo� N�� �U� �C� \ � UJ Q X� � � v J � � � � N I � •� � V � O � � � � -Y2DET- � END BRIDGE -L- STA 477+95 +/- �' �� '� � Lake i Norman�� BEGIN BRIDGE -L�- STA 465+g0 +/- � � h ����� �� ����� �������� �������� �� �������� CA TA WBA � IREDELL CO U1�TIES LOCATI0111: 111C 150 FROM SR 1840 (GREEIVWOOD RD) IN CATAWBA COU11lTY TO US 21I11t IREDELL COUIVTY TYPE OF WORK GRADI11lG, DRAIIIIAGE, PAVING, STRUCTURES, A1VD SIGIVALS -YiS- SR 3162 -Y4- SR 3145 PINNACLE SHORES DR -Y2- SR 3148 PINNACLE LN - -YS- SR 3i4i LONG COVE LN -1'9- SR 1438 WADDELL RD -Y6- SR ,3i4o -YS- SR i4go � T)RAIL 2N� �H YSDANCE L\N ISO -Y16- SR 1303 PERTH RD � -Y18- BYERS VILLAGE AVE � _\. 18$ � � ca N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL $IGNATURES GOMPLETED 0 N � � � Q Z � -Y3- SR 3i So HIGH HILLS DR -Yl- SR 3060 MARINER POINTE LN -Y�- SR 1211 � PARADISE PENINSULA RD 1 � 'S° \, �� �9� O! 9 � �e9\o � �� oG � \ BEGI11t TIP PROJECT R-2307B —L— 1'Ul' 43Z+51.� � -Y- SR 1840 �� GREENWOOD RD ��� �G ., � V � � O V � / �; _ E1VD TIP PR -L- STA. 799 + END BRIDGE -L.- STA 734+/g +/- -�'33- STRAIGHTAWAYDR - -I'34- FESTIVAL SHOPPING CENTER � -Y3�- PORTESTOWNE WAY -Y38- CORPORATE CENTER DR �''� -I'39- SR Iii6 TALBERT RD � Y4i - MACLEOD DR , _ _ � -Y44- US 21 RAMP � -Y29- REGENCYCENTER DR BE�IN BRIOGE -L- STA 732+48 +/- - -Y12- SR 1396 ROBINSONRD � 16 ISo ' 12 �-Yi3- SR u68 13 McCRARYRD -Y14- RIVER PARK RD -Yll- BOATERS DR -Yio- SR 3oi3 -Yi�- SR u8o -Y9DET- Q UIET COVE RD DOOLIE RD END TIP PROJECT R-23078✓ BEGI11t TIP PRO ECT I-5717 -L- STA. 726 + 00.00 -DRWS- / -DRWio- PORT VILLAGE SHOPPING CENTER -Y28- SPIRITS DR -Y,31RPA- -Y2�- SPIRITS DR -F'31- I-�� -Y2,5- TARGET ENTRf1NCE -Y26- SR r46� - " -Y24- LEISUREWOOD DR BLUEFIELD RD -Y3iRPD'� �u -Y2i- SR i3o4 * 25 t,�° - 26 _; ERVINRD �A * � ��' -- - - ��; BEGI11t C011iSTRUCTIOK � "°"`�°„� -� � " * " * - * � � � —L— STA. 425 + 23.31 � `�'ciso � - ; Ivc i5o '� * * -Y2o-ANITQUITYLN r ��. � � ---,. -YgiRPB- * UPGRADE EXISTING OR NEW SIGNAL <� ����, A PORTION OF THIS PROJECT IS WITHIN THE CITY LIMITS OF MOORESVILLE. -Y22-�-Y23- �w -Y3o-ROLLING f MORRISON PI,t1 NTATlON PORTIONS OF THIS PROJECT HAVE CONTROL OF ACCESS HILLSRD � "'60 MPH FROM BEGINNING OF PROJECT TO WADDELL RD. PARKLVAY -Yz6-SRiiog -DRW9-/-DRWii- -y31RPC- � WILLIAMSON RD LOWE'S ENTRANCE 50 MPH FROM WADDELL RD TO END OF PROJECT. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III -L- � R-2307B TO MOORESVI CONSUMER Q. SQ. ENTRf1NC -Y42- MACLEOD DR -I'43- COMMONS DR --Y35- NO� � -Y4o- SR iii6 TALBERT RD sTaTloNBr.v '' END TIP PROJECT I-5717/ -Y32- coNsuivrEx sQ. Dx BEGIN TIP PROJECT R-2307B -L- STA. 740 + 00.00 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�ePored For: HYDRAULICS E1vGI1vEER DIVISI0111 OF HIGHWAYS ADT 2019 = 47�9�0 I000 Btirch Ridge Dr., Raleigh NC, 27610 50 25 0 50 100 LEIVGTH ROADWAY TIP PROJECT R-2307B = 6.448 mile g; o� u�oap ADT 2039 = 58,860 TGS Tcs ervcweeRs y �° ��' PH (919) 773-8887 Q �� o LEIVGTH STRUCTURES TIP PROJECT R-2307B - 0.230 mile EN�NEFRS 706HILLSBOROUGHST e o K = $�p � CORP. LICENSE NO.: a o PLANS TOTAL LEIVGTH TIP PROJECT R-2307B = 6.678 mile � RALEIGH NC47603 c-oz�s P.E. � � D = 55% SIGNAT[JRE: � a 50 'lrj � 5� j00 T- bo�a* 2012 STANDARD SPECIFlCAT70NS y g BURKE EVANS. PE p o LEIVGTH ROADWAY TIP PROJECT I-5717 = 0.233 mile ROADWAY DESIGN V= ** RIGHT OF WAY DATE: rxo�ecr excirvEEn ENGINEER � � PROFILE (HORIZONTAL) * TTST 2%+ DUAL 4% ��'GTH STRUCTURES TIP PROJECT I-5717 = 0.032 mile AUGUST 31, 2017 pAUL SCHULKEN, EI ���p oQ�� 10 5 0 10 20 FUNC CLASS = TOTAL LENGTH TIP PROJECT I-5717 = 0.265 mile pno�EcznEsrcx ENcixEEe Q0� 4ap��p PRINCIPAL ARTERIAL LETTING DATE: BRYAN KEY, PE PROFILE (VERTICAL) $TATEWIDE TIER TOTAL LEIVGTH TIP PROJECT R-2307B /I-5717 = 6.943 mile JULY 16, 2019 PROJECT ENG/NEER r.E. NCDOT ROADWAY DESIGN SIGNATURE: -Yi 9- WATER OAK DR See Sheet 9-A For Index of Sheets _ � > 0 � m � � � N � O 2 � � @ O / 9 r 0 M N L C / p oJ+' > QO� Na1] �U.. �9�� \; U� Q x� � 6 � ro � ps � �� JETEN PROPERTIES LLC a"�� `' DB 2280 PG 1480 � s PB 52 PG 79 M� REfAIN // p "".. . SYSTEM �j/ � lil 0 � r 0 � m � e N � i 0 a m � m 0 9 r e � N L C N� °Jo� oa� �.. ��m � � — x� W m O vi W ��0 �� �W c� � � �� Z �W O N � 2� � C� _ �ti O� ti= ti3 g� �O O Q� ti� � M O J U� ��2 as�W �20 �O� � �W� �W �W� Z�� W Q ��U WO¢ Z O�W �W�o ��¢ ��� NNN ��Ml R�� O � � R � ti 2 � I W J = W � ?W J � 2 � g DETAIL SA N� DETAIL 5B FALSE SU�MP �� ( Not to S< le) � FlA as a s oMP Oufside Ditch Traffic Flow �Q — .� I z,l_ Outsida Ditch . lyp.l_ Troffi Flow ,�.\ �0;� 'I I` GI �i �-5— etc. �-5— S=Difch Slope 4 Proposed Ditch 5=Ditch Slope � Proposed Ditch -L- STA. 442+61 LT -L- STA. 443+13 RT BE -L- STA. 445+63 LT / =n —L— POC Sto.440+00.00 —ORW7— POT Sta. IO+OQ DETAIL 4C SPECIAL L4TERAl 'V' DITCH 1Norto scale� Naeurol � b'� F'ill Graund 6;� Slope D Min. D=1 Ft. � N 25 44' S3.4" E �^ �O (�'� _\ 'J ��"Y �O � PROIECT REFERENCE NO. '-23078 / 1-57%� RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS 706HILLSBOROUGHSTRSUITE200 ENGINEERS � RALEIGH, NC 27603 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 v� h = � I W �S �� =W �W � � HAROLD EDWIN STUTTS DB 2123 PG 1697 O HAROLD EDWIN STUTTS DB 1206 PC 370 & 3TI s sa°u�za�� w 338.70' 28 � r�� � � RuiNs � N L—�I � M ANNIE B. STUTTS IRREVOCABLE TRUST � DB 3139 PG 1357 � MTN.ISLAND DWG Q No.835 & 835-A O I � � THIS AREA ALSO SUBJECT TO A PERMANENT TRAIL EASEMENT BZ 1 �BZ 2 e27 BZ 7 � / � � �� ��� �� ��— �� �\ �� �� � � \ \ \ \ \ � �\ �\ � 1g ��\ — \ 'z>,. � \� — 6I°03'll° E v 535,�p, • — — DUKE ENERGY FULL POND ELEV=760.0' (TYP) / � � / / / \ \ _ _ _ _ _ _ BZ Z� � BZ 1 � / � i i i�� � �� i � / SEE SHEE �<� SEE SHEE —PTE— PERMANENT TRAIL EASEMENT CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE rn � � 0 � r � m � B M N � � 0 a � 0 ro i 9 r B � N L C N� °JO� Oa� �.. ��m - x� m O W � 2 g N � Z Q O W � W � x � 0 � 3 ti � � 6 � DETAIL 6A No DETAIL 6B " FALSE SUMP STANDARD BASE DITCH � ( Noi fo Smle) I No�m s<aiel O t'de Ditch Ho�,,,oi Na�,,,Qi TraHic Flow �O � I I_ Gro�nd 7:� p ry�� Ground '� -'I 2'f - d GI B Min. D=4 Ft. e1C Min. d=2 F. t5— •WFen B is < 6.0' B=See Below S=Difch Slope f� Proposed Ditch -L- STA. 450+73 LT Type of Liner= Class I Rip-Rap with No Geotexfile -L- STA 453+01,294'LT TO 453+29,328'LT (8=2', DAYLIGHT AT 0.3%) -L- STA 458+01,177'LT TO 458+41,192'LT �6=6', SEE PFL FOR GRADE) -TRAIL l- PRC Sta. 22t0839 — �C� � a DUKE ENERGY CAROLINAS LLC DB 1620 PG 232 O O 7 N 55 05' 15.4` E +at +a� 160' 159' +79 +85 142' 141' PU 5� PUE — PUE SEE DETAIL 6A +00 +60 +0000 ��g� 112' 75' LT I — PTE � TE �u . +56 �y _ �' — - ___��� � ..:0 FS 0 O t � 7 � do � H J W _ - � W Z W =1 W � � 2 U Q � CUT TO FILL TRANSITIC CLASS 6 RIP RAP S�ON5,10 SY GEO E � pU N \ +40 gl �" 330' �O� �2� h 300' ry � 0�' � � � S DARD BASE DITCH � EE DETAIL 6B � �� — - BZ 1 ` BZ Z BZ z \ BI � � -L- J'� J/ 4J "rbJJ6 HAZARDOUS SPILL BASIN +60 +bb CUT TO FILL TRANSITION SEE DETAIL bF 175' 175� CLA55 6 RIP RAP 12' DRNE FOR H5B ACCESS (AP�9g1R � 12 TONS, 26 SY GEO +60 +66 �qs� � 060 160, 160' N 6� O PUE—�prp�� PUE GATE /FEPUE� yO 4 +35.1� PUE -TRAILt- SWALE �44'�5 40� SEE DETAIL 6C +35 PUE PTE ��s� p �� +ta.a� PTE PTE p' ..� .--112.57' . . jE �- �- f �_ _�- —f _ L . 7 g EE c � N -T AIL l- FJ ' O F +63.18 GREU 350 TL-3 +35Ai 70' L +90 $4 �T 73.68' � -irrfv� i- ri JTO. "Lbtl/.// \ BEGIN 4'CHAIN LMK FENCE -rRaic i- sra2�+�s -TRAIL l� +35.00 STANDARD BAS Z�0' �T DITCH SEE DETAIL 68 +Ob.fi zoc 36" CSP w/ROD & LUG AND GASKETS BERM=768 O I� HW hWICE GATE 6 V = 763.0 ,���� � .�,— i . �1 � . _ � _ � _ ,. � ---- � €7 - - - �- - -w_ �o�- -' � Mr� ' � - � w ' ------ ° -----�°—�— EIP - GR T GRE�1-�1 esr �� �� ----------- - wi� � ��_ /' ���\ � S 64°25'4 W 12 . ��R�AP_ � \ A\�� Q � �6i. �� 1 w so2 ' t s°r soi� � a6Wn��� �/oo K � "f3 63' I al m 5�71° 9.�� S�� /I � 9�Op 5 2 23j�9 / �'D � I ���R°'s iz° � so6`�� ° K� � �� �� aaP� e� � Nn s �S�oN� �� �� o. 02A/�✓ Q� �o.gz9i-� A<<� O O �R PA � N �/ 330�qJFQ= � 56�1y -� � O J� $8�69i 6" .z, /� 6 23v � O O �� �"f 6� �^S 66 � 9, l Op. Sg�q F O / � Gq �N N � � O �� �� � �o �s.A oocK qNNIE B. STUTTS IRREVOCABLE TRUST s oa°oa�ae�� w DB 3139 PG 1357 �oe� �� �V ' � i3sa' MTN.ISLAND DWG o ,. W s 16aig s'�4" E No. 835 & 835-A ���� � 5 ���� � � n e � w �. • �T y 0J S 3p�06o c^ a2' � �� ANNIE B. ST I OCABLE TRUST DB 31 PG 357 MTN LAND WC N .835 & B 5-A � � � � M �� N j � `Y, � p 6€3`C7 6 Q CS Q � � } �y � �� p� p a Q fl � r�� o aa 6 — ° ° � ° ° `€3 -- --- -a�_-6. ,5.��-��_ex�riNea�r- �s - r seo, s aaqaoo' -.. -- ir� vr� � - — 6°ll' � N MTL 9��"9F � N/�� - - 96,p� a B115 6R o� S 64°21'46" W ' oa 10.90' a m q6, N � ryl a0 5 62°01'46" W S 2�. 30.60' � O O 5 62°I9'46" W ND I8.80' O � ���K w0 0 � O = O. �CK = O O � � O 8 0 � � �� � � ° ° o ,, 0 0 � � � oa °�o 0 ° o 0 0 � � O O O O � � THIS AREA AL50 SUBIECT TO A PERMANENT TRAIL EASEMENT 0 � � O O 0 DETAIL bF HAZARDOUS SPILL BASIN (No��o Scolef BERM ELEV=JfiB.O'�ttP� NG 1.0' Freeboard NG � � N 10'ITYP,� DETAIL 6D ��� % � NG � L OR W—� gqSE EIEV=]63.0' FALSE SUMP (Norro s�a�e) DETAIL 6E Med'an D'fch �" ROCK FILL IN POND �� DETAIL (iC 9" -�z�f` Proposed I�����s���e� s-osi j MEDIAN GRASSED SWALE Hw iswiCe �s� as� (Noiio Scole� � snoulder sho�laer �SeeChar�Below) ',- ]o' GI Exisfing �� � Elev.=762' GATE � Po�m 3 0� ao�m r5- etc Earth Fill �� l �� L oy�°� °F�ne� S=Diich Slope 4 Proposed Ditch��� �� I bs, I 1 Ditch Gmde L Dlrch Grade L �,o- F�neo�d k—es�—�V J CLASS VII SELEQ �� = =�bo� 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' �owME aEQuiaEo=9a�n cF 1 �v¢� 2.0% TO 4.�% 30� OvEI 6.0% 50� �TERIAL _ VOLUME PROVIDE�=9J21 CF -L- STA.453+50 TO 459+00 MED -L- STA. 543+61 MED -L- STA. 458+72 TO 467+11 -L- STA 457+69 LT -L- STA. 459+00 TO 465+50 MED -L- STA. 547+60 MED -L- STA.476+34 TO 488+38 0^ �O �' � �� Q 2 20'x20'x18" PAD CL45S I RIP RAP 32 TONS,NO GEO PROIECT REFERENCE NO. SHEET NO. R-23078 / 1-57/7 6 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED T��NEE� 706 HILLSBOROUGH STR SUITE 200 � RALEIGH, NC 27603 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 os_oo � � O 16' LT -TRAI l- PRC Sta. 28+44,62 LAKE NORMAN +6t �UKE ENERGY CAROLINAS LLC 22�, DB OOCO PG 2006 ��E -TRAIL l- PT Sta. 29+/g.pg ROCK FILL IN POND +74 +50 SEE DETAIL bE +50 181' 185' 205' � + 50 � +iosa E E zis� ��+tt.zt . ts�' _� _�__ E� E tso• �— ��—�� +as � E � -L- CS Sto.460+45.32 s. om �sa � �e +as / �, T y � izs' / 108' � s' +45.32 MEDIAN GRA$$ED � �100' LT SWALE SEE DETAIL 6C I 0 - � � �� �-SLIEd�_ - DETAIL bD ` �— a �-€3 _ � ... �,� - _� �._ � � O .. < �—'. �S�_' � _ __L _ _L _L _ _ � �� � � 1�� 1� N V� ' - �i = W �'�-�� � �w v � �.i�� _lT � ANNIE B. STUTTS IRREVOCI DB 3139 PG 1357 MTN.ISLAND DWG No.835 & 835-A O TRUST LAKE NORMAN DUKE ENERGY CAROLINAS LLC DB OOCO PG 2006 O —PTE— PERMANENT TRAIL EASEMENT SEE SHEET 38 FOR -L- PROFILE SEE SHEET 53 FOR -LEB- PROFILE SEE SHEET 73 FOR -TRAIL- PROFILE SEE SHEET 2B-1 FOR CURVE DATA CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE DRIVEWAY RADII ARE 10' UNLE55 NOTED OTHERWISE PROIECT REFERENCE NO. SHEET NO. °INAL LETED SUITE 200 3 0275 c � � � e s � > � m B N � 0 a m ro 0 � 9 � e � N L C �� oJ +' > QO� Na1] �U.. �9�� \; U� Q x� � � W U � � 2 O � � 2 W g W � W O W � � � � O N ro v O O rt N � R CO ti � � I � J � I = W� 2 � J � 2� U � Q � B N BRIDGE - � S7q.465+80 +/- N a o N a N a o � � � � � � 4' N N y. t��j N�j �. N�j N� N O N 0 O N ��1 �� N ��1 ��l O " `� -L- N 75 29' 44A' E `� B N APPROACH SLAB -L- A465+55 +/- BRIDGE-ROADWAY RELATIONSHIP SKETCN O O � � � � � � O � I W J � W� ?W JW Z� U � Q � O � � � � az � � W J � W � ?w JW Z � ti � SEE SHEET 39 FOR -L- PROFILE SEE SHEETS 53 THRU 54 FOR -LEB- PROFILE SEE SHEET 2B-1 FOR CURVE DATA DETAIL 6C DETAIL 6E V 2nv SHEET NO. MEDIAN GRASSED SWALE ROCK FILL IN POND iNm�o s�aie� �Hono s�oie� ROADWAY DESIGN HYDRAUUCS sno�iaa, sno�iae, Proposed ENGINEER ENGINEER Poim 3 Poim O � Fo�reo' dF�o e� Exisfin9 �� i � Elev.=762' � Earth Fill � � fV �--- H FuIlPond � -L- STA. 459+00 TO 465+50 MED ' 2-0 =�60� H c�nss n RiP-2nP _ LAKE NORMAN \ DUKE ENERGY CAROLINAS LLC cy -L- STA.458+72 TO 467+11 __ .._. __ ..._ �'_ � � ro 0 s � > 0 � m � e � N � i 0 a m � ro 0 i 9 � e � N L� oJ ✓ � oo� a� �O� ��� C! � Q x� N Z 0 K � U � � O � w W W W � � � � N I ro v � 6 � ro DETAIL 8C HAZARDOUS SPILL BASIN �No1�oScaleJ gERM ELEV=)68.0'(IVP) NG 1.0' Freeboard � NG _ � 10'ITYP.� NGry '' N � NG � L OR W-� gqSE ELEV=)63.0' 5=0.3% 20' 4a � HW w�rSLUICE GATE J k—iso' —.I � VOIUME RfQUIRf�=15449 CF � VOLUME PROVIDE�=�554� CF n -L- STA 488+59 RT CV � +40 � � 290' � p � N zbo E f N O �i� ��\E � I� F � �\ \ +ss � 4L�l� � / � \ E 230' J �l / ��—� I I E � BEGIN 4' CHAIN LINK FENCE � -�- srn.a�a+2o �� — F / / I / END APPROACH SLAB -/- CTA iI7R1rJ/1 1/- t NU LjHIUG� MEDIAN GRASSED -L- STA 477+g5 -f/- SWAIE SEE DETAIL SA oaot owr. oi O L-12' 080 O -- 'f� 15" RCP-IV � 2GI �� IJ5G5 "20 JAS" 80 N N 70' PJ � � � ELEV= 775.72' � o o ` � W TYPE B-77 - � W N 7G 29' 44.0° E z W � � � 080 F�BER OP M T 2 W ��_ > J � _ _r F� � - ��bl I I - - - - - - - - -- -��-- U l N U� O �W Q � � -------------- — � � � � �F ---�---�-�rT �� \\53���RiP RAP — — 7� -.�` �� - - i O * � V I� az � JW i= W � jW � U Q � DETAIL 8A DETAIL 8B DETAIL 6E MEDIAN GRASSED SWALE FALSE SUMP ROCK FILL IN POND (Heeeo s�oie� ( Notto Scale) I�orro smiel stiwide� stio�ide� Proposed �„� 3 ro��� Median Ditch '�o Qo" E, �s� y„ � 2� � Ezistin �� i F�o 9 Elev. = 762' I Earth Fill � �-� �5ae Chan Below� -,- 20• —�t GI �-s - erc � s o. r�u ea�a -L-STA.478+00 TO 481+50 MED S=Difch Slope 4 Proposed Ditch � 'J6o' -L- STA. 481+50 TO 488+00 MED CL4S5 II RIP-RAP Ditch Grade L Ditch Grade L - 0.0% To 2.0% 20' Over4.0% To 6.0% 40' -L- STA.458+72 TO 467+11 Over 2.0% To 4.0% 30' Over 6.0% 50' -�- STA.476+34 TO 488+38 -L- STA. 584+90 MED LAKE NORMAN DUKE ENERGY CAROLINAS LLC DB OOCO POG 2006 7 � ROCK FILL IN POND SEE DETAIL 6E � J -E E E— —F — �--�--_E MEDIAN GRASSED SWALE SEE DETAIL 8A +95.32 100' LT N M 0 0 � E.�Sr�N� R s 15" 2GI-A O f1 LAKE NORMAN DUKE ENERGY CAROLINAS LLC DB OOCO PG 2006 SEE SHEET 40 FOR -L- PROFILE SEE SHEETS 56 THRU 57 FOR -LEB- PROFILE SEE SHEET 74 FOR -TRAIL- PROFILE SEE SHEET 2B-1 FOR CURVE DATA ,s � 2�".�".,,`�� GRA$$ED \ �� - FS � � � � • , F- — �- -�-G.3-i�_ � i3 1S ___ 15 .-- ,� —�— WD � � \\ �—_\F � \ ` � e? ` a `� a ia �� �F \\ \ ��\F_ \ m^' ^ O O N � h �7 � Q Z � I / �`' t I� y, � � � Y' +15 Exis "' ,��.�s . °i 42 D._ � - � � EX. Y' / � �J�, � �'a '�i�a Y' Y' y. '' � y. _'i� ��!bl ; -. -t85'n20'z24" PAD-� r, �£ iP � t � CLASS JI RI 2. � i�o roHs, � � - PDE � � � � � � +to.00 y, +45 EX. RNJ BER'V' � � N 8g9g 3^ �7 ��8"w +70 ' � r' ��y" � �38" 5��36 110' v- a�m- 5-0� s 3g g9' ,P — 9.42' S 5� q2 42" CSP w/ROD & ,? Ds LUG AND GASKETS CLP.SS I RIP RAP � g2 � F 9-�9 4 TON5,12 SY. � HAZARDOUS SPILL BASIN � 55' R�T \ X48,� W� R� p� -SEE DETAIL 8C ti � PROIECT REFERENCE NO. SHEET NO. '-23078 / 1-57/7 8 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED T��NEE� 706 HILLSBOROUGH STR SUITE 200 � RALEIGH, NC 27603 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 � � KE ENpBGb PGRSZINAS LLC MT ISLAND FILE No.1106 m 10 BEGIN WALL W-1 -L- S7A.488+70 m Y � � X � /�� I "1 +55.00 m too� �r c� � � j V +75.00 '� F'A � � � �\ 2 O +90 � 9 � 172' (� ,�2 2�, CLASS I RIP RAP .� S V 7 TON5,17 SY GEO � 9 9� � � � 4mf MAXEY J. ANDRESS & A 1 BARBARA ANDRESS 9G I JAMES RIPPY BOONE & DB 1T33 PG I580 ti C JULIANNE KIM BOONE pB 27 PG 104 9S Dg 2pg5 PG g52 6. 2 �¢ PB 2T PG 104 9 ys y, AB B RETAIN � e�)Q'AyO9 � SYSTEM - � �,a�s�C,� ErP � \ 9S�Y Ce� � � � \ i� / � � P / �� e* c� � � �d O X � � � �� � � _ B 1 � v � W � _ � v � V � � � \ \\ � � S 653 PROIECT REFERENCE NO. SHEET NO. � DETAIL 9A DETAIL 9B ` DETAIL 9C �� � �� seciN coNsrRucnoN �s�.e9. `F R-23078 / 1-57/7 9 TOE PROTECTION P � LATER4L GRASSED SWALE -�� \ \ \\ � \ � ro� �$Sy��ARK/NG SPO � � � \� -Y2- STA. 12+40.00 RM/ SHEET NO. �Ho��os�aia� �Nm�o s�aie) .o �Norro s�aie� � � � �\ N s3°ao�ao.e o Outside Ditch y I�c' S,� ROADWAY DESIGN HYDRAUUCS E�o"s� Traffie Flow � 172.26' m S e o 7. Fi�� �\ ,� O� ,� � ENGINEER ENGINEER , o� �ope °' �� Nat��a� �7 Y2- PCC Sta.12+0 7 s s- Nat�ral ti `�S 2' Gro�nd a p.� �„�t. stoPe \ 0. +91.64 O 9_"'s, Gro��d b F �� D \\ 35.28' N �'� Mi�. o=t Fr. RIVER CITY ASSOCIATES 36.64' V ��' � � . �� F d d=t F�. �� � B=0 h. DB 1023 PG 804 \ Tj0 F 5 a° 7'4�^ e 6=5 Ft. Geo�extile t"S y-2 �y� � 2 91' S=Difch Slo Pro dBDitch � \� 'P -Y2- PCC Sta.13+25.44 N Type ofu�e�= clas, B R�p-Rap Pe � pose _yp_ STA.13+70 TO 14+40 RT `��$ co � ��� � � U+ GRASSED S -L- STA. 446+00 TO 447+00 RT -L- STA. 497+18 RT ,., \ 3 �p $EE D� IL 9D � l BEGI I CO ISTRUCTION � 1 �p Y_q � -0 ST�/q�. 10+46.40 � � THIS AREA AL50 SUBJECT TO A I + \ 2� � � \e2 � EIP -"'� \ PERMANENT TRAIL EASEMENT 24�OR. � IP O \ P 24'DR. a ez z -D - P SfiO. lO . 6.47 c�� w� e - cR P� Z e F v V ` Q 6 '" _ LATERAL GftA$$ED $WALE so- ,r,., E 677.94T�� 4�4 W � SEE q�AIL 9C �>s-p°*Ep k'�s F -DRWI- PT SfO. IOfBBJ,S -TRAIL `Z- PT SfO. T��'� - \ �Ke pa wcR DOCUMENT NOT CONSIDERED FINAL "'fAq'w Qa UNLESS ALL SIGNATURES COMPLETED ' RWI- T O. IO'�'OO.00 6" CURB - � � � �' � � � ��o� � � °eE c TGS ENOINEERS eip� sr S lP 44' 28.2' E -TRAlL2- PRC Sta. 75+94J4 oR. �� ��, �\ '� TGGS 706 HILLSBOROUGH ST. SUITE 200 W DUKE ENERGY CAROLINAS LLC \\`" � -TRAlL2- PRC Sto. 75t45B6 / \ g � RALEIGH, NC 27603 DB 68 PG 152 �7-� 1 0 tp � \ \ � PH (919) 773-8887 � MT ISLAND FILE No. 1106N BEO4� PI.O� E� � � O QJ : � .� �� � CORP. LICENSE NO.: C-0275 � PARKING SPOTS � -T - PR � + oo�o``� PINNACLE SHORES � 70 BE RELOCA7ED E � q � S 3207 930' : �� NV A� ,�h OWNER5�3 S��O��g C. � � -- T ta. 4 t �\ ��� -TRAI - P to.73+ .7 �J'� �� � wrew,� cw+,sseo sw.$�s zs rc wo � � Q �y � E MP � 917 $EE DETAIL 9D 5, g•4� 26•.� E W -ORWI- PC Sto. //+94.69 \ 1 1` N 80' l5' 18.9' E / crr PA RE'� e° �� m �,q7ERAL V DITCH � -L- Sto.499+7850 = � -TRAIL 2- PT Sto. 70+7054 �� 1 1 + Q�� �� , '� R4 �� sEE oET"" 9E � -Y2- P ta.16+9/5/ w � � �� � -L- POC Sta.494+/3A6 = � � ��� 1e � � � � � `� ae�iN ax � cuRs eEciN cr+aiNUNK FeNc� REM� E �� �� g � �-L- STA. 9+96.96 -TRAlL2- STA.78+90� E W � -TRAIL 2- PRC Sta. 70+3020 �' � 1 -DRWI- PT Sta.14+03.00 t��� � ENo cHa�NUNK FENCE p� �soo '. END 8 8 CURB Z _ _ . �, � A V G �= 0 � -TRNL2- 57A.80+30 I� � \ I 1, \m� / w I \ �J � \� �� -p L- ST . 500+97 p L4TERAL V DITCH � 5 E�DET IL �G�� SEE DETAIL 9G �� � �� \ R` �� y � � Q -ORWI- PT Sto. 13+08.55 ��' � � � 'm � � � wiqr � � � 3 �� � � �. EiP s ae°s5�ire � M�� /� V � p - - �h i�i.ir °' � -�- A� � � �' ��E F � � � � �, �� � S 3'02' 34.8" E . `� � i a�iz.�a � � Q�cE / � � PUE ��. pg_I�5-. 1808 � ^ � Q 26.69'�� MT� Q � �.,c� '�' V �� � �� � PT p PROPOSED PARKING SPOTS � � � P�' 97 PG 149 . �� � �� � � � O� �� QQ END wau w r �V � E � �� � .Dl1E. . � De��� �' DF1E. . . _ DUf � � � rs �w��r fl � -L- STA.49/+70 Q � � 1 � END 4'CHAIN [JNK FENCEI � � � " � � �� _.�_.--r � 0979� � c,� �'" ---- � o0 -�- srn.4sif�o � � � , , o �-,.� _,r� --� �%� � �„ �ec i. � - � �s S 88' 33' 14.8" E w W . esr Pn 6 `� � �, � . . . , q . . . . . . . . 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G - - V� - � �� - W O I = __ - ' _ �- ,�' C&G _ -- . - 18" RCP-N [� - - - �i _ -- �_-_ � _ �- T- _ UNKNo � D 092 E/iYPE (U I� lU � � � �- - - _ � 2GI -�Fss � 2G � _ __ o v �ll _ SfZ � e„ p 2G1- Ni W � � 913 _-�-9-�s= � vC / . ._ _ iP CP-IV cxi aiw _� ��� o�� _ �_ ECM /W 15" R sn e � - - . �� I Y_ y� �ll � �U � W �__ � ��.� � � i i ,ti ewsnNc R � _ ��� � - EIPO�, / � � � _ ��� . � �� ��_� Z �Q W -- - . ._ _ __ __ ' G- �-_ ' � iP -�z� V�V e=� __ _ - 30,�RCP-N e 1Neaiw�. / 1 04 I � +75.6281,� � � , \ --- � ��� � � �`�l0 U � � / R IN 4 � 63218' � F � �7 o� � w000s S 2' ll' 19.8" E� �� l r_� i s"90. a� � 4 �� �� Fn�se sunnr -�- � � i Q � / � � "� � C3 �� -� SEE DETAIL 9B 498+11.81 � J � �� � " 4 - p ���� PUE PINNACLE SHpRE � UE �E-wt6TFO8Orf-T�Bf�' PUE '� A � � W(p F / � y// _ � �� � .29_ O�BSI �0 9 SEE DETAIL 9A � � PUE �o w�� � � x i s�� �e�� � o�is�s Pc ii�a a�� � ��I � -Y3- PC Sta. ll 40 S e t L- Sta.498+76.30 (23.50' RT) = UE � � r , � ti ve@��° N � �OG � � � R�� � -W.Q � � � �° �� � � a , - swn�� m / na;. ti� N� -Y2DET - Sta. /6+9G39 E 2� � - -� CB - � ^ "' r"' � e .' \\ I ' ,9 SEE DETAIL 9F p N A� .M �P 4 n ____ p PINNACLE SHORES /S lG %I' ll.Z` E � N 3 ; � F NC �- / c � � G3 �'O0" OWNERS ASSOC. WC.o-�`�� a� �� v> W ._ � / 20 3 IH BORROWER � � _ C� el � DB 1293 PG 1269 �? � � �; tiU wo DB 232T PG 2380 0� �/ -- � � PB 31PG 146 REiA� \ W� Y CARE IVI RUS � PB 27 PG 104 �' � � �� � - qdj � �� � o�-' g� DB 20T PG 670 ZSF° � � eTn�N -L- SC Sta. 496+98.05 � � r W � � / -�� � YSTenn o .� �/ \ PINNACLE $HORES N p PB 2 PG 104 C � � � �� e2 -y2- PT Sta. 16+85.88 Powea �\ OWNERS ASSOC. INC. � W ? � wo -y/- PC to. l0 3.50 Q �� o m�i � o z os izea vc izee W� / � � N � � ReinW PB 31 PG 146 Adj. Om W� -L.EB . "�'08.� - //� �o e� � RETAIN / 50' � C8 � � ; SYSTEM N 89°4I'12"E �� � � � - aKa P Sta. 49/ 2.95 ( 3.5 RTJ � � � r ��� sysreM �// , w 39.So � � �� "` �i �' � � �� ��� � � 6`°��� � � r PINNACLE SHORES \ OWNERS ASSOC.INC. �� - - f0. 88"�'JrB.�� �� ii�N�� . �. MH Q E�P a5°qg'S2^ w ��� � "1 ��� V� DB 1906 PG 2402 � N N ' {� \��� � ��� E�'' N i o� -L- TS Sta. 495t33.05 / N asas sz° w oi �� i� �� � Pa as Pc wa o� i i BY-41 ��% Qo�� � ez ��pE pi ioo.98;HOPE �� �� �� = ENa 2'-6"c�G � P END C NSTR CTI �o �N\\ F N � � ;' � S 74 27' S35" W °�� ,i/ �a��`� � �� � F � -L- POC Sta. 494+16.72 = � ��� e � �� � d-; � � . � �/ r� / i/� -n- s n. is+ o.o - Z \ N \ � � � � � � , ��� m O � -Yl- POT S10.lOt/O.6S TIMO Y W &g 5TAMMYg T WILSON 12'�'9�� -���� ��A V�� �� PINNAC�.�F �HORES �m ���e�� 23 g -�o � � � �� � �531PG�I�6U7 rjj'Q� , ��� '� V A�, . OWNEDB 906 PG�2402 INC o E /�� � / s wo � . RC END CONSTRUC710N . \ \\� pg q3 pG 144 E� �� P -y3- STA.13+00.00 � ? � �� � 3" � i� �ii Exs�`N �`� DETAIL 9D DETAIL 9E y3� /"1 ��� � ��� a\ N 3q�° m j// � %` r� L4TERAL GR455ED SWALE LATERAL'V' DITCH � / G�N�/ 4'� \ � N 89°41'12" E 6 ( e) �Notto S�ale� - � POWER POST 13A.76' e ��ii � m No� m s ai j0 -�� l N �i � ��2� �� Z�' � b � . '� E M � � - � � 13 /� F�« � � ` � � / Natural H � - � LON T.LAM & G�o�nd 4'Io p A.\ � SLOPE Gm�nd 4.) � p.\ 1"iF�. SIoPe E�N 84°47'53"E �I� ` II� ' 1 � o o � �'o��eo� D N 84°4i'S3" 107.26' � / \ MAI H. LAM a M;,,. o=t F�. M��. o=i F�. � i� PINNACLE SHORES � I�� �� Q DB 1J39 PG 40 ��� B I �� I_-.I s=z Fr. OWNERS ASSOCIATION I II S 6. 4 PB 27 PG 10 �e 6=2 Fr. b=2 F�. DB 1293 PG 1269 '� \ \z6�5 ,�� E o -PTE- PERMANENT TRAIL EASEMENT PB 31P6 146 II � � -'C 6j -Y2- STA.13+00 TO 14+40 LT -Y2- STA.14+40 TO 14+70 LT �� � ro � \ \ � � ° � �� DETAIL 9F DETAIL 9G ���� II �� pINNACLE SHORES uTenn� �nnsseo swn�e Lp7ERAL 'V' DITCH SEE SHEET 41 FOR -L- PROFILE II I � OwNERS ASSOCIATION INC 9 � yo �"°„° S0O1e� i�����s=��=� SEE SHEET 55 FOR -LEB- PROFILE � �I�S �£ DB 1906 PG 2402 � t1�,\ � LINDA MC aMARA b y �b .J SEE SHEET 56 FOR -Yl-, -Y2- &-Y3- PROFILES � � II I I PB 43 PC w4 � N p S 6679 � DB I T5 P 1284 Namral � I Fu� How,oi � I-- i F��n � 31II L � '�o, SB'e PB 2T P 104 Groond 3� p 3'� r�+. aore �,o��a ?. 1.� ,,,�,. s�ope SEE SHEETS 73 & 74 FOR -TRAIL2- PROFILE � I I I j I N ae•se zs° F +'�i0 u� 5q� ± M��. o=s Fr. ° SEE SHEET 26-1 FOR CURVE DATA g� iz3.o�' °J O� h g Min. D=1 F. � . oa� � � ,�, ^ I.--.I e=o Fr. 6=z F,. SEE SHEET 2B-3 FOR INTERSECTION DETAILS II � ��� � � � m � 6=2 Fr. I x�I I�� AIVID E D8�1591P�GI�q� TOWNSEND =: ? � °i -�- srn. soi+oa ro sos+so Rr -rana 2- srn. n+tz To �a+so �r DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE � I �� PB 43 PG 144 � rn a 0 S � > 0 � m � e � N � / O 2 � � ro 0 i 9 � e � N L C N� °JO� Oa� � .. p\jCN x =•� � 6 DETAIL 9F � LATERP.L GRASSED SWALE `" ( Not to Scale) � b Not�rol r_ FILL Gro�nd 3.� p 3�� 7��/. SLOPE I e I Min. D=1.2 Ft. � B=0 H. 6=2 Ft. -L- STA. 501+00 TO 505+50 RT �� DETAIL lOD CONCRETE DITCH OrSO' BEHIND RETAINING WALL �.J r^ �No��o Scole� E�GE OF ` >� RETAINING BREA�KER PA�EMENT �\ wnu o.oz PROIECT REFERENCE NO. SHEET NO. '-23078 / 1-57/7 /0 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS � � ��- \ 0 0 ry� .� ENGINEER ENGINEER � e� eG �'`� � ��� � � 1� d. d�� p=1.0' �'\ /� � n� B=0.67' tfld' t DETAIL l0E s o � -TRAIL2- STA.95+65 TO 100+88 LT S -DRW3- STA. 11+03 TO 13+25 RT o o � (SEE XSC FOR GRADE) � SPECIAL CUT GRASSED SWALE �SEE XSC FOR GRADE� �� o� � Cp' ( Not to Smle) 9 \ � X� ��Q � � � BY-48 � NoNrol � - Fronf \� �' O Groun 4� p b�' Ditch �. � THIS AREA ALSO SUBJECT TO A PERMANENT TRP,I� EASEMENT (.�'� EIP � siePe 9q � o DOCUMENT NOT CONSIDERED FINAL �s J Min. D=1 Ft. � Q UNLESS ALL SIGNATURES COMPLETED 6=0 R. S Z�OS�O3.I�E �� � � TGS TGSENOINEERS �- STA 505+50 70 506+00 RT �� � t f� �(� f�-� � 706 HILLSBOROUGH ST. SUITE 200 � €�°oa�08' E �� q`v> S 65°35'I9' E � N 65°32'i7�� w ENG� RALEIGH, NC 27603 E isa-ouK�vowea ww oe aeiPc 9i E --��ECM ��� �� .�' EiP 367.I9' EiP � PH(919)773-8887 [xisnN� ww 353.96' �� �� PINNACLE SHORES ' � � CORP. LICENSE NO.: C-0275 e� a� \ � / `� -DRW3- PC Sta. llt2/,72 \ ek� � OWNERS ASSOCIATION INC �-� V ����n� � oe ixea Pc ixee -Y4A- POT Sta. 11+50.00 `� _ _ n N33s�� s�� -TRAlL2- PCC Sta. 84+92.64 �� �,g, � �� Pe zs Pc wz RCp o ,,,ppp �,,��\,, \ BEGIN CONSTRUCTION �� ��Oo� � \ � h° �\ / P SPECIAL CUT BASE DI CH � � � � -Y4- STA. 13+80.00 � ����� � SEE DETAIL l0A 1 �� t `' ��' BEGIN 4' CNAI UNK FENCE ro`" � - "'' �`� ��� `" a�, e`'� N 5557' 36.2' E -rRv� 2- srA.e4+5o x� � � p � MT� � � ��q: ��S'� ��� RETAIN RETAIN �P � � c,' � -��3 C '�'iJ7✓4 BEGW C S UCTION PTE �� �'� ��� stioa AA�M� � h ti° '� � �— PTE 0. 14t53A4 -0aws-� n. o+9zze z� PT � � — � � � � � �� �'so�, � � �9 `�' END CONSTRU CN3E � �- -Y� "p � i.�� TIE TO EX DIT H j - - t �� � � � A� 32 J- \ P?U � � � -van- s o sev ��� k P�e � � � eT g. e� o,. � —rRa�—°� t7/.62 / ��// m � E�T'ao� aeiac� _ �E� �� � � ��. � i;� ip d �P 2s. � � ns�o ea.��noeae � �_ _ � �1 �_ h. � __ �ti-r� / isa- owea �iac i / Q� e v ea zi - E� �- -- -- O �s � rz ww oe E . —\ � / � z,�:,, ��_ _r, .r/ � � RETAIN �� �� � / . �pc / � �l£EM. -� w �s.s�F\ \ � E �II.�W � __ /a� 4' W C' � � � SYSTEM Wp � CB ���— � C � � � e � � PtE —�� �� �- z9°R � Y4-�F Sto. l6+ . � �� E � / / p � � p � / ¢�ti � ��a�H PTE F� \ Q@- ' � � Wl� H CHa / � r�c � \� AlL2- CC Sto.89+3334 \ �o�a �� �CLASS 6 RIP r S/ T��Tcnn• �ozs N I -�- s / z �� � � � p'(E � � � A� � �. � Q� � � cEorexmes � � PTF n � o i 20 w e / � i -TRAlL2- PRC Sta. 86t90.03 � � � �' � w E � � sr - - t �� � � ° o � z � / / � Q�� � \ P PTE �c t� {� A 0 . ,o ° Fa� ,o p TE t �:z ��. 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W 6=5 F. �eo�ex��le 6=2 Ft. 6=2 Ft. � Type of Liner= Closs B Rip-Rop -L- $TA. 539+00 TO 541+00 RT Type of Liner= PSRM 1 O I I -TRAIL 2- STA.118+22 TO 121+51 LT -L- STA. 541+00 TO 542+50 RT � CONC� 1� � ��/ ,�,h I I w N 69°52'20" W / � EIP ` 0 oa �LI /EIP N 69°52'S7" W EIP \ \ W � � I I 5 0'41'41• W 236.09' �\ 2 � ,n 5.81' 21533, \ EIP � � I I W �y N 75°I2'S0"w S 2°12'S9 E �' P , w 30. � � � � DOCUMENT NOT CONSIDERED FINAL � 39.79' Z \ \ � � I UNLESS ALL SIGNATURES COMPLETED � � N sa°47.ig. W �a is°is� 7� w DETAIL 12D DETAIL 12E � �� � � I TGS TGS ENOINEERS I� � E no � $PECIAL CUT DITCH LATERAL GRASSED SWALE 5z� F- O 55� z m �Nonos<oiei (Nm�oscala) \ � ego9'A, EN�iNEEu 706HILLSBOROUGHST.SUITE200 ��� 0�9"� 5 3°35'0 ' w F,��� N �a39 � � RALEIGH, NC 27603 Z 2 2 323 ' oa�n F b'i � � � %- � � 'O � PH 919 773-8887 I� � 2�. Haw, i a�> � sio e I I FiLL � � G ( ) 3 oB . N c,o��a ?9 ��"e� Graound a. m � p F ° � p p.� p-�� s�ore �� � CORP. LICENSE NO.: C-0275 � / B2� /'v �039� d � � � Min. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 706 HILLSBOROUGH ST. SUITE 200 RALEIGH, NC 27603 PH (919) 773-8887 CORP. 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SHEET NO. '-23078 / 1-57/7 36 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED T��NEE� 706 HILLSBOROUGH STR SUITE 200 � RALEIGH, NC 27603 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE SEE SHEET 69 FOR -Y39- PROFILE SEE SHEET 2B-3 FOR CURVE DATA � �S I��� tiS ��� '40- PT Sta. /9+/0.03 -Y40- POT Sta l9+1995 � I - _� 65� — �— µ�yy M .IO.b4. 3� — —� �� .A I � F 36 -.. � �% / � � , � `�' � � W EX.�RhV � E �E �ol � � +io � I �� � ao� � E � +oo BY-155 +io � I Q 'a° l�' �I � � � a°• � I � � \ 35' I �C3.,. `B QQ . ' � I � 1 58' II i I SF� ` ya`'�o� i i o � � iseKo I ise�o eo ����� � f� ' ex. unv isFo I 1 � � ,oP�d 50' � /� \ 250 252 - _ o�� - u _ `" �� - 256 25 ¢aa �� TALBERT ROAD LLC z TALBERT ROAD LLC °'n - DB 2225 PG I557 DB 2225 PC 1557 ¢Nm O PB 3 PG 79 PB 3 PG 79 ROBERT & JANE NEILL MARY B. CHRISTIE m a � LIVING TRUST �� j�E �G 79 �o I N I DB 2230 PG 214T ` 254 PB 3 PG T9 � � ��� izs.ez ioo.00� N 25°i4'39" E N 25°I4'34" E �S 2/' 25' 03.0' W CONSTRUCTION CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE SEE SHEET 69 FOR -Y40- PROFILE SEE SHEET 2B-3 FOR CURVE DATA 6 6 � � � � � � � � � .E � � � � � � � J Q � � � .3 � L 0 t .E L � � � � � Q O � 2 i T 0 �30 O �� [ N o.N ��o \�O ��� O M N � ., � V W O � � � � • � � V � � O V Prepared in the Office of: HYDRAULICS ENGINEER GRAAHIC SCALES PROJECT LENGTH scan�e� co�s�����9 se����es �n� re�. �s�s� as�-ssss 801 Jones Franklin Road Fax. (919) 851-7024 �; Stantec Suite300 wwwstanteccom 50 0 100 LENGTH OF ROADWAY TIP PROJECT R-2307A = 7.616 MILES rta�ei9n, Nc 2�sos License No. P-0672 � o� u�oowpyy Q PLANS 2018 STANDARD SPECIFICATlONS �@ ���� P.E. � Fj SIGNATURE: u� < pEnnl�T DnawrNG narE: DEAN SARVIS, P.E. � � rrco/ecr E,vcrxsee ROADWAY DESIGN � NOVEMBER 15, 2018 ENGINEER ���p �� pGiWC��Q���Q PROJECT DES7GN ENGINEER P.E. SIGNATURE: STREAM IMPACTS WITHIN SLOPES STAKES +25'* � WETLAND IMPACTS WITHIN SLOPES STAKES +25'* SURFACE WATER IMPACTS WITHIN SLOPES STAKES DOWN TO ESTIMATED LAKE BOTTOM* SLOPES STAKES +25' *PRELIMINARY IMPACTS , / � a � /; � q350 �- -- �, . �- � ( (��� ��� i s � N/ ���1 � I �� � _ _ C F F �_�_ � � F � � F -- - -� - _ __ - - � -, _ � �=� , � � � a � � oi a; , � I' WET NC \ \ \� I I S & S FAMI�Y LIMITED P ART NERSNIP �//�/�''�j . r-�—�- \ � �� � � o , 0 Q�� I I I I \ ,,. 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