The URL can be used to link to this page

Home My WebLink About20190231 Ver 1_U-3467 Union February 21 2019_20190222�ST�TEo,� ; �� v�=� o�y4'' ��` , - - ��' � �,.,,,,,. m m,M,�ad` STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR February 21, 2019 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28805 ATTN: Ms. Nicholle Braspennicl� NCDOT Coordinator Dear Madam: JAMES H. TROGDON, III SECRETARY Subject: Application for an Individual Section 404 and Section 401 Water Quality Certification for the extension and relocation of NC 84 from NC 16 to SR 1008 (Waxhaw-Indian Trail Road) in Union County. Federal Aid Project No. STP- 1316(10), Division 10, TIP No. U-3467. Debit $570 from WBS 39019.1.1. The North Carolina Department of Transportation (NCDOT) is proposing to extend Rea Road (SR 1316) on new location from NC 16 in Weddington to NC 84 (the new location roadway would be designated as NC 84), and widen existing NC 84 to just beyond Waxhaw-Indian Trail Road (SR 1008) in Wesley Chapel. In addition, a roundabout is proposed at Hardwood Drive. The proposed project is approximately 4.7 miles long. Please see the enclosed ENG 4345, Division of Mitigation Services (DMS) mitigation acceptance letter, permit drawing review minutes (4B), State Historic Preservation Office (HPO) concurrence forms, State Stormwater Management Plan (SMP), permit drawings, reforestation plans, utility drawings, and design plans for the above referenced project. MailingAddress: Telephone: (919)707-6000 Locafion: NC DEPARTMENT OF TRANSPORTATION FCIS: �919� 212-5%HS 1�U� BIRCH RIDGE DRIVE NATURAL ENVIRONMENT SECTION Customer Service: 1-877-368-4968 R.SLEIGH NC 2%61� 1 S9H MAIL SERVICE CENTER Rni.E[GxNC27699-1598 Website: www.ncdot.gov Purpose and Need: The purpose of the proposed project is to improve the mobility and connectivity of Weddington Road (NC 84) in the proj ect study area. Mobility refers to the movement of people or goods. The measure of performance for evaluating an improvement in mobility along NC 84 in the project area will be level of service (LOS). The proposed project is intended to bring the peak hour operations at study area intersections to an overall LOS D or better. Connectivity refers to the density of connections in road networks and the directness of links. Improvements to connectivity reduce travel distances and times and provide enhanced route options for travelers and service providers. Traffic volumes in 2035 are expected to exceed capacity on NC 84 in the project area. In addition, vehicles traveling west on existing NC 84 to Rea Road must follow a longer, indirect route. Currently, westbound traffic on NC 84 must turn left onto NC 16, travel approximately 0.75 mile, and then turn right onto Rea Road. The proposed project is included in the Western Union County Local Area Regional Transportation Plan as NC 84 Relocation (Rea Road Extension). The Plan ranks U-3467 as the No. 1 High Priority Recommended Thoroughfare Plan project. The proposed project would improve connectivity by providing a more direct link between western Union County and Charlotte/Mecklenburg County. It would provide an alternate route to I-485 and Charlotte, enhancing regional travel options. The proposed project would also provide additional capacity, improving level of service and mobility, on NC 84 in the project area. Summary of Jurisdictional Impacts: This project will result in 1,335 linear feet of permanent stream impacts, 401 linear feet of stream bank stabilization, and 0.05 acre (2241inear feet) of temporary stream impacts. There will also be 0.23 acre of permanent wetland impacts, 0.07 acre of permanent open water impacts, and 0.02 acre of temporary open water impacts. Summary of Utilit.�pacts: There will be 0.01 acre of temporary stream impacts associated with the relocation/installation of water line and gravity sewer line utilities. Summary of Miti ag tion: The project has been designed to avoid and minimize impacts to jurisdictional areas throughout the National Environmental Policy Act (NEPA) and design processes. However, project impacts will necessitate compensatory mitigation for the unavoidable impacts. Mitigable impacts include 1,335 linear feet of permanent stream impacts and 0.23 acre of permanent wetland impacts (see Tables 2 and 4). DMS will provide all required mitigation for this project. U-3467Individual Permit Application Page 2 of 13 NEPA DOCUMENT STATUS An Environmental Assessment (EA) was completed for this project in May 2015. A Finding of No Significant Impact (FONSI) was completed in Apri12018. Additional copies will be provided upon request. In compliance with the NEPA/404 Merger Process, Concurrence Point 4B was reached on December 13, 2017. It was determined during the 4B meeting that a 4C meeting would not be necessary. PROJECT SCHEDULE This project calls for a letting date of September 17, 2019 and a review date of July 30, 2019. INDEPENDENT UTILITY The subject project is in compliance with 23 CFR Part 771.111( fl which lists the Federal Highway Administration (FHWA) characteristics of independent utility of a project: (1) The project connects logical termini and is of sufficient length to address environmental matters on a broad scope, (2) The project is usable and a reasonable expenditure, even if no additional transportation improvements are made in the area; (3) The project does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements. RESOURCE STATUS Waters within the project area are located in the Catawba River Basin (HUC 03050103). There are no Outstanding Water Resource Waters (ORW), High Quality Waters (HQW), or Water Supply Waters (WS-I or WS-II) within 1.0 mile downstream of the project area. Three named steams as well as their unnamed tributaries are located within the construction footprint (Table 1). Wetland and stream determinations within U-3467 were conducted using the field delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual, the Eastern Mountains and Piedmont Supplement, and the 2010 NCDWR Stream ID Manual. Mr. Steve Kichefski (USACE), Ms. Crystal Amschler (USACE) and Mr. Alan Johnson (NCDWR) verified the water resources on April 4, 2014 and June 19, 2014. A Preliminary Jurisdictional Determination (PJD) was issued by the USACE on September 23, 2014 (Action ID SAW-2013- 02321). U-3467Individual Permit Application Page 3 of 13 Table 1— Im acted ri Stream Name Mundys Run Culvert Branch West Fork Twelvemile Creek : area streams Stream Index Best Usage Number Classification Description 11-138-1-2 11-138-1-1 11-138-1 C From source to West Fork Twelvemile Creek C From source to West Fork Twelvemile Creek C I From source to Twelvemile Creek 303(d�paired Waters: No streams within or within 1.0 mile downstream of the project area are identified on the North Carolina 2016 Final 303(d) list of impaired waters. IMPACTS TO WATERS OF THE U.S. Tables 2, 3 and 4 summarize the impacts to jurisdictional water resources for U-3467. Site numbers correspond with the permit (hydraulic) drawings included in this application. The wetland, pond and stream numbers correspond to the NRTR. A brief description of each impact site will follow the tables. Table 2— U-3467 Wetland Im acts� Site wetland Wetland Permanent Fill Excavation Mechanized Number Size (ac) in Wetlands (ac) (ac) Clearing (ac) 2 WP 0.46 <0.01 -- 0.01 3 WP 0.46 -- <0.01 <OA1 4' WN-1 0.38 -- 0.10 0.03 62 WN-2 0.07 0.07 -- <OA1 9 WY 0.30 <0.01 -- <0.01 Total Wetland Impacts 0.07 0.10 0.06 * All wetlands impacted are riparian � Partial loss of northern partion of wetland � Total take of wetland 3 Values are based on rounding, due to calculating totals with actual numbers to the thousandths Table 3— U-3467 Onen Water Impacts* Impacts Requiring Mitigation (ac) 0.02 <0.01 0.14 0.07 <0.01 0.233 Site � Pond ID � Pond Size (ac) � Temporary Impacts (ac) � Permanent Impacts (ac) 6 PI 0.83 0.02 Total Open Water Impacts 0.02 * No mitigation required for open water impacts 0.07 0.07 U-3467Individual Permit Application Page 4 of 13 Table 4— U-3467 Stream Im acts Permanent Temporary ACOE DWR Permit Stream Name/ Status/ Channel Bank Channel Required Required Site NRTR ID Class Impacts Stabilization Impacts Mitigation Mitigation lf(ac) lf(ac) ac(lf) lf lf 1 UT to Mundys Run Perennial 333 _ <0.01 333 333 SS C 0.04 26 2 N/A wetland onl -- -- -- -- -- -- 3 N/A wetland onl -- -- -- -- -- -- 4 N/A wetland onl -- -- -- -- -- -- 5 UT to Mundys Run Intermittent 214 __ <0.01 214 0 SP C (0.02) (10) 6 N/A (wetland/pond -- -- -- -- -- -- onl � UT to Mundys Run Intermittent 175 __ <0.01 175 0 SAD C 0.02 20 8 Mundys Run Perennial 136 94 <OA1 136 0 C 0.04 0.03 (38 gA UT to Mundys Run Perennial __ 33 <OA1 0 0 SK C <0.01 10 9 N/A wetland onl -- -- -- -- -- -- 10 Culvert Branch Perennial 110 160 <OA1 110 0 C 0.03 0.03 (21 ll West Fork Perennial 273 114 0.02 2�3 387 Twelvemile Creek C 0.08 0.03 94 UT to West Fork Intermittent 94 <0.01 12 Twelvemile Creek C (OA1) -- �5� 94 0 SZ 1335 401 0.05* Total Stream Impacts 1736 �224� 1335� 720� * Values are based on rounding, due to some ofi the individual impacts being <0.01 acre j� Final mitigation requirement will be up to the USACE and DWR Permit Site 1: The new roadway in this location will necessitate installing a 54" reinforced concrete pipe (RCP) to carry stream SS under the road. This will result in 333 linear feet (1� of permanent stream impacts from the RCP and a short section of channel tie-in at the pipe outlet and <0.01 acre (261� of temporary stream impacts to stream SS. Permit Site 2: Roadway slopes from the new roadway and a riprap pad from the outlet of an 18" RCP will result in <0.01 acre of permanent wetland fill and 0.01 acre of inechanized clearing in wetland WP. Permit Site 3: Roadway slopes from the new roadway will result in <0.01 acre of wetland excavation and <0.01 acre of inechanized clearing in wetland WP. Permit Site 4: Roadway slopes from the new roadway in addition to a constructed tail ditch at the outlet of a new 36" RCP will result in 0.10 acre of wetland excavation and 0.03 acre of mechanized clearing in wetland WN-1. Two small slivers of the northern portion of this wetland U-3467Individual Permit Application Page 5 of 13 will potentially have their hydrology cut off as a result of these activities, and this partial loss of wetland has been incorporated into the impact numbers at this site. Permit Site 5: Intermittent stream SP will be carried under the new roadway via 36" RCP. This stream begins just north of the new alignment. This will result in 214 lf of permanent stream impacts and <0.01 acre (10 l� of temporary stream impacts to SP from the installation of the RCP. Permit Site 6: The new roadway in this location will results in 0.07 acre of permanent wetland fill and <0.01 acre of inechanized clearing in wetland WN-2, resulting in a total take of this wetland. Acreage from the total take has been incorporated into the impact numbers at this site. The new roadway at this site will also result in 0.07 acre of permanent open water fill impacts and 0.02 acre of temporary open water impacts to a portion of pond PI. Permit Site 7: The new roadway in this location will necessitate installing a 30" RCP to carry intermittent stream SAD under the road. This will result in 175 lf of permanent stream impacts and <0.01 acre (201� of temporary stream impacts to stream SAD. Permit Site 8: Mundys Run will be carried in a new 2@ 11'x8' reinforced concrete box culvert (RCBC) under the new roadway in this location. There will be 136 lf of permanent stream impacts from the new culvert and 94 lf of stream bank stabilization to Mundys Run at the inlet and outlet of the RCBC. There will also be <0.01 acre (38 l� of temporary stream impacts to Mundys Run. Permit Site 8A: There will be 331f of stream bank stabilization and <0.01 acre (101� of temporary stream impacts to stream SK as a result of installing and stabilizing the nearby culvert carrying Mundys Run. Permit Site 9: Roadway slopes from the new roadway will result in <0.01 acre of permanent wetland fill and <0.01 acre of inechanized clearing to wetland WY. Permit Site 10: The existing RCBC carrying Culvert Branch will be replaced with a new 3@ 12'x7' RCBC to accommodate the wider roadway. This will result in 110 lf of permanent stream impacts, 160 lf of stream bank stabilization, and <0.01 acre (21 1� of temporary stream impacts to Culvert Branch. Permit Site 11: The existing RCBC carrying West Fork Twelvemile Creek will be removed and replaced with a new two-span, 220 foot-long, pre-stressed concrete girder bridge. There will be a constructed riffle in the location where the RCBC was removed. In addition to this, the new roadway slopes will necessitate relocating a portion of West Fork Twelvemile Creek downstream of the new bridge. The portion of channel that is relocated will be stabilized and reforested (see reforestation plans following the permit drawings). There will also be a small amount of stream bank stabilization to West Fork Twelvemile Creek in the southeast quadrant to stabilize a ditch outlet. Impacts from all these activities total 273 lf of permanent stream impacts, 114 lf of stream bank stabilization, and 0.02 acre (94 1� of temporary stream impacts to West Fork Twelvemile Creek. Permit Site 12: The 42" RCP that currently outlets intermittent stream SZ will be replaced and extended with a 60" RCP resulting in 94 lf of permanent stream impacts and <0.01 acre (5 1� of temporary stream impacts to stream SZ. U-3467Individual Permit Application Page 6 of 13 U-3467 Utility Impacts: There will be 0.01 acre (16 1� of temporary stream impacts to West Fork Twelvemile Creek associated with the relocation/installation of water and gravity sewer lines at Utility Site 1(see Table 5 and attached utility drawings). This impact site involves the installation of utility lines via open trench method. A portion of these temporary utility impacts overlaps with some of the bank stabilization impacts identified in Permit Site 11. No mitigation is required far this utility relocation activity as it is temporary and does not constitute a loss of water. Table 5— U-3467 Utilitv Imnacts Temporary Permanent Impacts Site Stream/ Wetland ID Impact Type Stream Impact Stream Requiring �ac)(tt�� im ac U1* West Fork Twelvemile Creek O en Trench OA1 (16 0 Total Impacts: 0.01 (16) 0 * Site parrially overlaps with impacts at Permit Site ll ** Values are based on rounding, due to calculating totals with actual numbers to the thousandths MORATORIUM 0 0 There are no trout waters or watersheds within the project area. Therefore, no morataria are required for this project. 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. As of June 27, 2018, the USFWS lists three federally protected species for Union County (Table 6). Table 6 — Federall Scientific Name Lasmi ona decorata Rhus michauxii Helianthus schweinitzii *E — Endangered ted s ecies listed for Union Coun Common Name Federal Status* Carolina heels litter E Michaux's sumac E Schweinitz's sunflower E Habitat Present Yes Yes Yes Biological Conclusion No Effect No Effect No Effect Summar, ��ecies with Habitat: Carolina heelsplitter: Mussel surveys for this species were conducted in August 2013, August 2017, and October 2017. Based on relatively poor habitat quality, extremely low mussel taxa diversity and abundances, and isolation of the surveyed stream reaches from known occurrences, the mussel surveys determined that the project will have no effect on Carolina heelsplitter. Michaux's sumac: Walking visual surveys of all areas of potential habitat were conducted in September 2013, October 2015, and October 2017. No individuals of this species were identified within the project during any of the surveys. U-3467Individual Permit Application Page 7 of 13 Schweinitz's sunflower: Walking visual surveys of all areas of potential habitat were conducted in September 2013, October 2015, October 2017. No individuals of this species were identified within the project during any of the surveys. INDIRECT CUMULATIVE IMPACT ANALYSIS Existing rules for the 401 Water Quality Certification Program (15A NCAC 2H .0506(b)(4) require that the DWR determine that a project "does not result in cumulative impacts, based on past or reasonably anticipated future impacts, that cause or will cause a violation of downstream water quality standards." An Indirect and Cumulative Effects Screening Report was prepared for this project in June 2013. In addition, a Community Characteristics Report was completed in July 2012. Copies of these reports are available upon request. Based on the information analyzed, there is a lower level of concern for indirect and cumulative effects potential as a result of the proposed project. Therefore, further examination of indirect and cumulative effects is not likely to be warranted. Indirect and Cumulative Effects to the Human Environment The project is expected to reduce travel times (by less than five minutes) and the new location portion of the project will provide new access to parcels in the western portion of the study area, including the proposed Woods development. The new connection of NC 84 to Rea Road has the potential to alter travel patterns, particularly in the western portion of the study area, since it will provide an alternate route to I-485 and Charlotte via Rea Road. Development projects in the study area are not necessarily dependent upon construction of the project since the available land and proposed subdivisions in the study area have access to existing roadways. However, development of available land in the western portion of the study area, particularly the proposed Woods development, would likely benefit from the increased exposure and access provided by the new location portion of the project. Indirect and Cumulative Effects to the Natural Environment There are three named streams within the project study area, two of which are crossed by the existing alignment of NC 84 and one that will be crossed by the new location portion of the proj ect. There is potential for direct or indirect impacts to water resources as a result of the proposed project. However, use of best management practices during construction, such as NCDOT's BMP- PSW, will minimize direct water quality impacts. Direct natural environmental impacts are addressed programmatically through avoidance, minimization, and mitigation actions consistent with agreements with environmental resource and regulatory agencies and will be further evaluated by the NCDOT Natural Environment Unit during project permitting. Indirect effects, in the form of changes in land use, will be mitigated by existing development regulations such as ordinances that limit development in designated floodplains and require riparian buffers along streams (see Section 5.1.2.4). The project is located in an urbanizing area U-3467Individual Permit Application Page 8 of 13 where growth and infill development are planned for, and anticipated by local governments. The proposed project is in accordance with local plans and will support planned growth and development through increased network connectivity. All present and future projects within the project study area must be consistent with local land use plans and development ordinances. CULTURAL RESOURCES Historic Architectural Resources: The potential effect of the preferred alternative (Alternative CA2) on historic architectural resources was evaluated in accordance with Section 106 of the Historic Preservation Act at a meeting on March 20, 2018, with the NC HPO finding: • The preferred alternative would have No Effect on the John Walker Matthews House. • The preferred alternative would have No Adverse Effect to Howard House with the condition that construction fencing shall be erected at the back of the ditch line. No work shall take place in, and no utilities shall encroach into, the historic boundary. • The preferred alternative would have No Adverse Effect to Jacob Allen Deal Farm with the condition of a 25-foot buffer from the historic boundary, delineated by construction fencing erected at the back of the ditch line. The fencing shall extend 500 feet from each access drive, or to the property boundary, whichever is closer. Determinations regarding the preferred alternative are summarized in HPO's March 20, 2018 concurrence form (attached). No additional historic sites on or eligible for the NRHP were identified in the expanded study area. The Union County Historic Preservation Commission designated Siler Presbyterian Church and the 5.06- acre parcel it is located on at the intersection of NC 84 and Waxhaw-Indian Trail Road as a local Historic Landmark in February 2018. In accordance with North Carolina General Statute 160A-400.9, the Union County Historic Preservation Commission requires that the property owner obtain a Certificate of Appropriateness prior to alterations to exterior features. NCDOT will coordinate with Siler Presbyterian Church to verify a Certificate of Appropriateness for the proposed project's effects on the property has been obtained from the Union County Historic Preservation Commission prior to construction adjacent to the designated parcel. Archaeolo�ical Resources: An archaeological survey and evaluation of the proposed improvements was conducted from March 20 to June 14, 2017, by qualified archaeologists. As a result of the investigations, 43 new archaeological sites were recorded within the project's area of potential effects (APE). Three of the archaeological sites (31UN400, 31LJN402, and 31UN405**) are located within the Preferred Corridor; however, all three sites are recommended Not Eligible for the National Register of Historic Places (NRHP). No further work is recommended at these locations. Two sites recorded were cemeteries (31UN382** and 31UN383**). Both cemeteries (neither of which are recommended eligible for the NRHP) are located well outside of the Preferred Corridor and will not be affected by the project. None of the remaining archaeological sites recorded during the investigation are recommended eligible for the NRHP. A map review of the extended project study area at the eastern project terminus was conducted on February 27, 2017. A small area east of Wesley Chapel Town Hall was outside of the limits of the initial survey. Based on the existing archaeological site profile produced from the original U-3467Individual Permit Application Page 9 of 13 survey, the amount of disturbance within the added project area, and the diminutive nature of the proposed construction impacts at this location, no further archaeological consultation or work is advocated. Intact, NRHP eligible archaeological resources are unlikely to be present or preserved in the eastern project area addition. There are no National Register listed archaeological sites within the project's APE. Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. All identified archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. No additional archaeological work is recommended. Section 6(fl Resources There are no Section 6(� properties in the project area. Section 4(fl Resources Section 4( fl of the US Department of Transportation Act of 1966 specifies that publicly owned land from a public park, recreation area, wildlife and waterfowl refuge, and all historic sites of national, state, and local significance may be used for federal projects only if there is no feasible and prudent alternative to the use of such land (23 CFR 774.3(a)(1)) and the project includes all possible planning to minimize impacts to 4(� lands resulting from such use (23 CFR 774.3(a)(2)). Federal law (SAFETEA-LU Section 6009(a)) amended Section 4( fl to simplify the processing and approval of projects that have only de minimis impacts on lands protected by Section 4(�. Under the new provisions, once the US Department of Transportation (USDOT) determines that a transportation use of Section 4(� property results in a de minimis impact, analysis of avoidance alternatives is not required and the Section 4( fl evaluation process is complete (FHWA, 2014). John Walker Matthews House, Howard House and Jacob Allen Deal Farm are subject to Section 4(� requirements because they have been determined Eligible for the NRHP. No work will be performed in the vicinity of John Walker Matthews House. The HPO found Alternatives A2 and C2 would have No Effect on the property on October 28, 2014. Preferred Alternative CA2 follows the same alignment as Alternative A2 in the vicinity of John Walker Matthews House. The HPO found Alternative CA2 would have No Effect on the property on March 20, 2018. The preliminary designs for Detailed Study Alternatives A2 and C2 were revised to avoid impacts to Howard House. Construction of the proposed project would result in no impacts to the property. The HPO determined Alternatives A2 and C2 would have No Adverse Effect on Howard House on October 28, 2014 with conditions. Preferred Alternative CA2 follows the same alignment as Alternative A2 in the vicinity of Howard House. The HPO found Alternative CA2 would have No Adverse Effect on the property, with the previously identified conditions, on March 20, 2018. The preliminary designs for Detailed Study Alternatives A2 and C2 were revised to minimize impacts to Jacob Allen Deal Farm. Alternative A2 would impact 0.2 acre of the property and Alternative C2 would impact 0.56 acre of the property. On October 28, 2014, NCHPO determined Alternatives A2 and C2 would have No Adverse Effect on Jacob Allen Deal Farm with conditions. Preferred Alternative CA2 generally follows the same alignment as Alternative A2 in the vicinity U-3467Individual Permit Application Page 10 of 13 of Jacob Allen Deal Farm. The HPO found Alternative CA2 would have No Adverse Effect on the property, with the previously identified conditions, on March 20, 2018. As noted above, under Section 4(� historic sites of national, state, and local significance cannot, in most cases, be disrupted by highway projects unless it can be shown there are no feasible and prudent alternatives to doing so. FHWA may make a de minimis impact determination in cases where a Section 106 finding of "no adverse effect" or "no historic properties affected" on historic properties is made with the concurrence of the HPO and other parties participating in the consultation. As identified on the October 28, 2014 Concurrence Form for Assessment of Effects (see attached), FHWA indicated its intent to use HPO's concurrence as a basis for a de minimis finding for Jacob Allen Deal Farm, pursuant to Section 4(�. The FHWA and NCDOT provided notice of a proposed de minimis impact determination under Section 4(� for the proposed project's potential effect on Jacob Allen Deal Farm to the public in a newsletter and meeting materials associated with NCDOT's U-3467 January 2016 public hearing. FHWA has determined the proposed project's use of Jacob Allen Deal Farm results in a de minimis impact, thus completing Section 4( fl evaluation process. Do�wood Park is located on the southeast corner of the NC 84/Lester Davis Road intersection in the Village of Wesley Chapel (see Figure 2I). The park is a Section 4( fl resource because the property is owned by the Village of Wesley Chapel and operated as a public park. By shifting the roadway alignment to avoid impacts to Wesley Chapel Weddington Athletic Association (WCWAA) ballfields and church parking, the proposed project will, to some extent, affect public park resources at Dogwood Park. As noted above, Section 4(� of the Department of Transportation Act of 1966 gives special protection to public parks and recreational resources. Under Section 4(�, these resources cannot, in most cases, be disrupted by highway projects unless it can be shown there are no feasible and prudent alternatives to doing so. The FHWA may make a de minimis impact determination in cases where the official with jurisdiction over the park or recreational property concurs that the project would not adversely affect the property. FHWA also considers public comments when evaluating a de minimis impact determination under Section 4(�. Dogwood Park was developed using monies from the Parks and Recreation Trust Fund (PARTF). PARTF funding rules require that land only be used for public recreation but allow for conversion to other uses if approved by the NC Department of Natural and Cultural Resources (DNCR). Notice of the proposed PARTF Conversion and potential Section 4(� impact at Dogwood Park was provided to the public in a newsletter and meeting materials associated with NCDOT's U- 3467 June 2017 public meeting. Community input received during the subsequent public comment period overwhelmingly favored the proposed conversion of PARTF-assisted land at Dogwood Park to save WCWAA Optimist Park ball fields and Southbrook Church parking. The NC DNCR approved the PARTF conversion on September 13, 2018. The Village of Wesley Chapel was notified of the FHWA's intent to make a de minimis impact finding regarding the effect the proposed NC 84 — Rea Road Extension project will have on a portion of Dogwood Park. In a February 12, 2018 letter to the RRS, the Mayor of the Village of U-3467Individual Permit Application Page 11 of 13 Wesley Chapel, as the official with jurisdiction over pogwood Park, concurred with the determination the proposed project will not adversely affect the activities, features or attributes that qualify Dogwood Park for protection under Section 4(� of the Department of Transportation Act, as amended. Based on this concurrence, FHWA makes a de minimis finding regarding impacts to Dogwood Park, thus satisfying the requirements of Section 4(�. FEMA COMPLIANCE The project has been coordinated with appropriate state and local officials and the Federal Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway regulations. WILD AND SCENIC RIVER SYSTEM The project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as amended). MITIGATION OPTIONS The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA compliance stages; minimization measures were incorporated as part of the project design. Avoidance and Minimization: NCDOT has avoided impacting many wetlands and streams and reduced impacts to wetlands and streams to the greatest extent practicable, especially in the development of the new location alignment of this project. Specific examples of avoidance and minimization measures include: • The new location alignment was adjusted to avoid the confluence of stream SK and Mundys Run. • Intersection improvements at NC 84 and Lester Davis Road were designed to avoid a major hydraulic crossing of a UT to West Fork Twelvemile Creek. • Impacts to stream SR and SV were eliminated by shifting the alignment north of these streams. • The alignment was shifted to a more perpendicular crossing at stream SS, reducing impacts by several hundred feet. • Impacts to stream SP were reduced by shifting the alignment to the north of pond PI. • Shifting the new alignment to the north also reduced impacts to stream SAD and Mundys Run. • The RCBC carrying West Fork Twelvemile Creek will be replaced with a spanning bridge and there will be a constructed riffle where the RCBC is removed. There will be no deck drains on the new bridge discharging directly into the creek. • The portion of West Fork Twelvemile Creek that has to be relocated due to the new roadway slopes will be stabilized and reforested. U-3467Individual Permit Application Page 12 of 13 • The proposed stormwater runoff from the proposed roadway is conveyed via storm drainage systems to ditches prior to outletting at jurisdictional resources. • Non-erosive velocities are attained at locations where ditches/systems discharge prior to wetlands. • Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to receiving streams and wetlands due to erosion and runoff. Compensation: The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent practicable as described above. Tables 2, 3, and 4 summarize the wetland, open water, and stream impacts for this project as well as a breakdown of the impacts requiring mitigation by the USACE and NCDWR. This project will permanently impact 0.23 acre of wetlands, 0.07 acre of open water, and 1,736 linear feet of streams (1,335 linear feet of permanent fill and 401 linear feet of bank stabilization). This project will temporarily impact 0.02 acre of open water and 0.05 acre of streams. Per Tables 2 and 4, the total mitigation required by the USACE is 0.23 acre of wetlands and 1,335 linear feet of streams. The DMS will provide compensatory mitigation for these impacts. REGULATORY APPROVALS Section 404: Application is hereby made for a USACE Individua1404 Permit as required for the above-described activities. Section 401: We are hereby requesting a 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 Erin Cheely at ekcheely@ncdot.gov or (919) 707-6108. 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, ��'�� T��G��u.i�,e �e2 Philip S. Harris III, P.E., C.P.M. �% Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List U-3467Individual PermitApplication Page 13 of 13 U.S. Army Corps of Engineers (USACE) Form Approved - APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB No. 0710-0003 33 CFR 325. The proponent agency is CECW-CO-R. Expires: 01-08-2018 The public reporting burden for this collection of information, OMB Control Number 0710-0003, 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 the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services, at whs.mc-alex.esd.mbx.dd-dod-information-collections�mail.mil. 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 APPLICATION TO THE ABOVE EMAIL. 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. System of Record Notice (SORN). The information received is entered into our permit tracking database and a SORN has been completed (SORN #A1145b) and may be accessed at the following website: http://dpcld.defense.gov/Privacy/SORNslndex/DOD-wide-SORN-Article-View/Article/570115/a1145b-ce.as� (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 FILLED BYAPPLICANT) 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Philip Middle - S Last - Harris III First - Middle - Last - Company - NCDOT Company - E-mail Address - 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 919-707-6000 919-212-5785 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) U-3467 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Mundys Run, Culvert Branch, WF Twelvemile Creek, and UTs Address 15. LOCATION OF PROJECT Latitude: �N 35.003613 Longitude: �W -80.736275 City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, MAY 2018 PREVIOUS EDITIONS ARE OBSOLETE. Page 3 of 1 17. DIRECTIONS TO THE SITE Please see attached vicinity map and cover letter. 18. Nature of Activity (Description of project, include all features) The North Carolina Department of Transportation (NCDOT) proposes to extend Rea Road (SR 1316) on new location from NC 16 in Weddington to NC 84 (the new location roadway would be designated as NC 84), and widen existing NC 84 to just beyond Waxhaw-Indian Trail Road (SR 1008) in Wesley Chapel. See attached cover letter and permit drawings for more details regarding project and stream and wetland impacts. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The purpose of this project is to improve the mobility and connectivity of Weddington Road (NC 84). Traffic volumes in 2035 are expected to exceed capacity on NC 84 in the project area. In addition, vehicles traveling west on existing NC 84 to Rea Road must follow a longer, indirect route. The proposed project is intended to bring the peak hour operations at study area intersections to overall level of service (LOS) D or better. The proposed project would improve connectivity by providing a more direct link between western Union County and Charlotte/Mecklenburg County. It would also provide additional capacity, improving LOS and mobility on NC 84 in the project area. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Impacts will result from constructing roadway on a new alignment, widening the existing roadway and shoulders, and lengthening/replacing hydraulic structures. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards See attached cover letter. 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres or �inear Feet See attached cover letter. 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter. ENG FORM 4345, MAY 2018 Page 3 of 2 24. Is Any Portion of the Work Already Complete? nYes n No IF YES, DESCRIBE THE COMPLETED WORK 25. Addresses of Adjoining Property Owners, Lessees, EtC., Whose PfOperty Adjolns the WatePbody (if more than can be entered here, please attach a supplemental list). a. Address- See attached permit drawings. City - b. Address- City - c. Address- City - d. Address- City - e. Address- City - State - State - State - State - State - Zip - Zip - Zip - Zip - Zip - 26. 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 DATE APPLIED DATE APPROVED DATE DENIED NUMBER * Would include but is not restricted to zonina. buildina. and flood nlain 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 and 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 applicant. ��,�� „�•�� 2/21 /2019 SIGNATU OF APPLICANT DATE SIGNATURE OF AGENT DATE �- Phil S. Harri P� e Application mustSb'e 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, MAY 2018 Page 3 of 3 �� -� ' �,p��- i ._.� �� L��a,M,�*�"� ROY COOPER Governor MICHAEL S. REGAN Secretary TIM BAUMGARTNER Diredor Mr. Philip S. Harris, III, P.E. Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: N�� n �.;��+��a Environmenta! Qualtty February 19, 2019 Subject: Mitigation Acceptance Letter: U-3467, SR 1316 (Rea Road Extension) from NC 16 to SR 1008 (Waxhaw — Indian Trail Road) in Wesley Chapel, Mecklenburg County The purpose of tlus letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and wetland mitigation for the subject groject. Based on the information supplied by you on February 18, 2019, the impacts are located in CU 03050103 of the Catawba River basin in the Southem Piedmont (SP) Eco-Region, and are as follows: Catawba Stream Wetlands Buffer (Sq. Ft.) 03050103 Non- Coastal Sp Cold Cool Warm Riparian Zone 1 Zone 2 Riparian Marsh Impacts (feedacres) 0 0 1,335.0 0.23 0 0 0 0 *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See pemut application for details. DMS commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010 and consistent with the Guidance for Expanded Service Area for Mitigating Impacts within the Lower Catawba River Basin approved by the IRT. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, Ja" es�. Stanfill D set Management Supervisor cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR File: U-3467 �r_�� n� ir � � �� a.iri9.�"�i W m�s.rA�! ard� North Carolina Department of Environmental Quality I Dlvision of Mitigation Services 217 W. ]ones Street I 7652 Mail Service Center I Re�eigh, North Carolina 27699-]652 919.707.8976 Subject: U-3467 — SR 1316 (Rea Road Extension) from NC 16 to SR 1008 (Waxhaw-Indian Trail Road) in Union County Minutes of Interagency (Modified) 4B Hydraulics Design Review —12/13/2017 An Interagency 4B Hydraulics Design Review meeting was held on December 13, 2017 at 1:00 PM in the NCDOT Century Center Hydraulics Conference Room. The purpose of the meeting was to discuss the environmental impact concerns that may be encountered while completing the hydraulic design that will be provided by CALYX Engineers + Consultants for U-3467. Team Members: Matthew Lauffer (Absent) NCDOT — Hydraulics Donnie Brew (Absent) FHWA Crystal Amschler (via phone)USACE Donna Hood (Present) NCDWR Laura Sutton (Present) NCDOT-PMU Chirstopher Militcher (Absent)USEPA Marla Chambers (via phone)NCWRC Robert Cook (Absent) MPO Marella Buncick (I'resent) USFWS 919-707-6703 704-682-2839 919-707-6030 828-285-3939 Ext. 237 mlauffer ,ncdot.gov Donnie.brewnae,dot.gov cr�stal. c. amsclern,usace.army.mil donna.hoodnae,ncdenr.gov lsutton =na,ncdot.gov Militscher. Chris�4pamail. e�a.gov marla. chambers � ncwildlife. org rwcook e ci.charlotte.nc.us marella buncick(a�fws.gov Participants: Bryan Key NCDOT — PMU Beverly Robinson NCDOT — PMU Scott Cole (Absent) NCDOT — Division 10 Rick Baucom (Absent) NCDOT — Division 10 Stuart Basham (Absent) NCDOT — Division 10 Larry Thompson (via phone)NCDOT — Division 10 Matthew York NCDOT — Hydraulics Joe Dunnehoo NCDOT — Hydraulics Carla Dagnino NCDOT — EAU Erin Cheely (Absent) NCDOT — EAU Mark Staley (Absent) NCDOT — REU David Harris (Absent) NCDOT — REU Keith Paschal (Absent) NCDOT — SMU Byron Sanders (Absent) NCDOT — Utilities Steve Tre�er (Absent) NCDOT — Utilities Liz Kovasckitz CALYX E&C Johnny Banks CALYX E&C David Bocker CALYX E&C Jay Subedi CALYX E&C Allison Thompson CALYX E&C 919-707-6263 919-707-6041 704-983-4400 704-983-4400 704-845-1151 704-983-4400 919-707-6765 919-707-6717 919-707-0992 919-707-6108 919-707-6110 919-707-2925 919-707-6481 919-707-6696 919-707-7175 919-858-1808 919-858-1844 704-566-4342 704-566-4306 704-566-4336 bcke�(a�ncdot.gov brobinsonnae,ncdot.gov scolenae,ncdot.gov rwbaucom�ncdot.gov slbashamnae ncdot.gov lthom�sonnae ncdot.gov mjvorkn,ncdot.gov jwdunnehoon,ncdot.gov cdagnino e ncdot.gov ekcheel�(a�ncdot.gov mstale�a�,ncdot.gov davidharrisn,ncdot.gov kpaschal e,ncdot.gov bsandersnae,ncdot.gov sctre�ernae,ncdot.gov lkovasckitzn,CALYXengineers. com i banks�CALYXengineers. com dbocker e,CALYXengineers.com i subedinae, CALYXengineers. com athom� s onnae,CALYXengineers. com The following is a brief summary of the discussions on the project: Introductions were made by Matthew York and all in attendance. David Bocker (CALYX Engineers + Consultants) proceeded to give an overview of the project and then proceeded with the review of the project. Sheet 4/5 Site 1- Proposed 48" RCP (buried 1ft) with standard riprap apron is proposed at —L- 23+12, It was requested that larger riprap be used at this outlet and it be embedded. Marella also had concerns about the amount of stormwater that will be discharged at this point. CALYX explained that the design strives to match e�sting drainage patterns at this location. Also, CALYX should consider realigning the proposed crosspipe and system outlet as currendy shown on the 4B Plans to be more in line with the downstream receiving channel. CALYX stated that this will be considered and that the riprap will be shown to be Class `I' and embedded in the channel as requested. Site 2— Proposed 18" RCP with standard riprap apron is proposed at —L- 26+50 RT drains to wetlands and maintains existing drainage patterns. It was recommended that larger Class `I' riprap be utilized at this location. Site 3— Roadway Fill impact at —L- 28+83 RT. Roadway grade adjusted to closely match e�sting ground to minimize project footprint, small cut slope (less than 0.5 ft). Site 4— Proposed 36" RCP (buried 20%) with standard apron is proposed at —L- 33+50 RT . Roadway grade adjusted to closely match existing ground to minimize project footprint, small cut slope (less than 0.5 ft). The current horizontal and vertical alignment was set to avoid impact to the pond and dam north of the project. Donna asked several questions with regards to the pond and its condition. David explained that the pond was not observed to have a primary overflow pipe/oudet, but the western side of the dam seemed to serve as an overflow/emergency spillway (currently in fair condition, no significant signs of erosion). The area is a11 wooded and no utilities were observed. Crystal questioned why riprap pads are being proposed within the wetlands. David explained that there is approximately 25 CFS (50-YR storm event) at this crossing which is currently at appro�mately 4% slope; therefore we have proposed riprap to reduce the velocities and minimize erosion at the oudet. David also stated that drop structures are being considered to reduce the slope and velocities internally within the pipe crossing. It was also requested that larger riprap be used at the outlet. Marla was concerned about this area being a sloped wedand. David explained that this area is challenging since even though it is a wetland, it acts more like a stream; therefore the design is treating this more as a stream. In summary, the group recommended that Class `P riprap be utilized. CALYX stated that all of these considerations will be considered and implemented during final design to minimize impacts and reduce velocities at this outlet point. Sheet 6 • Site 5- Proposed Roadway Fill in Pond and Wetland; Proposed 30" RCP along with Rock plating along slope on RT side. Roadway slopes currently 3:1 will be reduced to 2:1 to minimize impacts. A drop structure will likely be urilized to obtain a flatter slope of the pipe at this locarion in order to minimize velocities and erosion potential at the oudet. Wetlands are present at the upper end of project impact area which is at an appro�mate 5% slope. Crystal asked that the upper end of the wedands be considered a total impact (LT side of roadway), Donna agreed. • Site 6— Proposed 36" RCP (buried 20%) with standard apron is proposed at —L- 46+00 RT. David explained that Site 6 does not exist since it is not identified as a jurisdictional stream. Sheet 8 • Site 7— Proposed 24" RCP (buried 20%) with standard riprap apron is proposed at —L- 64+75 RT. 2:1 roadway fill slopes have been utilized to minimize impacts to the stream. Slope of the pipe is approximately 3.8% which matches e�sting stream slope. CALYX will plan to utilize the larger embedded Class `I' riprap. Marla expressed concern about the slope. David explained that there will be drop structures within the pipe crossing due to storm drainage tie-ins. Joe asked the agencies what is the acceptable drop distance within a drainage structure that still allows for aquatic passage. After some discussion, it was decided that a 6" or less drop is acceptable at each drop location. Sheet 9 Site 8— 2@ 11'x8' RCBC on Mundys Run, base flow carried in eastern culvert (buried one foot). 2aa barrel (western) serves as overflow utilizes a 2' sill with bench (with coir fiber) in channel at the inlet & oudet. It should be noted that this culvert was originally proposed as 2@ 9'x8' RCBC but due to new hydrology methodology and preliminary design & modeling it has been changed to 2 @ 11'x8' RCBC. Riprap proposed to stabilize channel banks at the inlet & outlet. 2:1 roadway fill slopes have been urilized to minimize impacts to the stream. Proposed ditches which will direct storm drainage from system outlets line ahead and line back are anticipated on the outlet side of the culvert. Riprap at embankment details will be used to stabilize the banks at these outfall locations. A request was made to ensure there is sufficient PDE shown at the inlet and outlet of the culvert. CALYX stated that PDE will be expanded from what is currently shown to ensure there is adequate space for future maintenance and access. There was concern about the tributary that ties in at the inlet, additional bank stabilization/protection along the banks and bend upstream. CALYX will also consider only clearing in this area and not grubbing in order to retain some of the vegetation and root balls to help stabilize this area. It should be noted that the impacts associated with the tributary should be considered a separate site. Sheet 10 Site 9— Proposed 18" RCP (buried 20%) with standard riprap apron is proposed at —L- 94+85 RT. 2:1 roadway fill slopes have been utilized to minimize impacts to the wedands. CALYX will consider utilizing the larger Class `I' embedded riprap at this location. Sheet 14 Site 10 — E�sting 1@ 12'xT RCBC on Culvert Branch will be replaced with 3@ 12'x7' RCBC, base flow carried in center culvert (buried one foot). Outside barrels serve as overflow culverts and utilize a 2' sill with bench (with coir fiber) in channel at the inlet & outlet. Riprap proposed to stabilize channel banks at the inlet & outlet. 2:1 roadway fill slopes have been utilized to minimize impacts to the stream. Proposed ditches which will direct storm drainage from system outlets line ahead and line back are anticipated on the inlet side of the culvert. Riprap at embankment details will be used to stabilize the banks at these outfall locations. Donna requested that the project improvements not result in draining of the upstream wetland. CALYX stated that this can be evaluated during the Erosion control design to ensure no temporary basins or erosion control measured take this into account. CALYX will also ensure that backfill requirements (based on culvert slope) are met and native materials can be held in place within the culvert. Sheet 16 Site 11 — Existing 3@ 11'x12' RCBC on West Fork Twelve Mile Creek will be replaced with Proposed Bridge — 2 spans @ 55' (36" Prestressed Concrete Girder Bridge), which spans the creek. No direct discharge into the creek; deck drains can be used on the bridge. Stream relocation is proposed due to roadway fill impacts to stream. Proposed section maintains channel width of 12' in center section which will carry base flow. 5' benches to the channel are proposed on each side for overflow/capacity which will be lined with coir fiber matting. Riprap is proposed as well to provide bank stabilization. Geotech investigations show that no rock is anticipated in the area of the proposed channel relocation. The e�sting sanitary sewer line will need to be relocated, be it is anticipated that it will be located between the stream and the roadway. The proposed channel will match existing stream bed elevations and geometric dimensions, no significant slope change is anticipated. The e�sting stream length (tie-in to tie-in point) is 330' and the proposed channel relocation length is 290'. Some discussion was had amongst the group with regards to the plan for mitigation that will be outlined in the permit application. Crystal recommended that in-stream structures be utilized in order to replicate for stabilization. CALYX will investigate the use of vegetated banks and in-stream structures in order to improve stream function. Matthew York also reminded the team that this is a FEMA regulated floodplain (Detailed Study) which does currently overtop the roadway for the 100-yr storm event and CALYX will need to ensure that a No-Rise is achieved with the channel relocation that is proposed. Donna also requested that the stream and banks be stabilized where the existing culvert is removed. CALYX will include details of this bank stabilization. Joe Dunnehoo recommended that the existing culvert be removed and a constructed riffle be utilized. This has been used on prior stream restoration projects which creates a natural stream mixture with a combination of larger and smaller rock that somewhat lock in place to stabilize the stream bed which appears to be a good application for this area of the project. Crystal requested that the impact summary table separate the bridge/culvert impacts and the channel relocation impacts. Marla reminded the team that a riprap free, level path be provided for wildlife under the bridge. CALYX explained that there is a flat/level area that will be provided between the toe of the riprap abutment and the top of bank which provides for sufficient are for wildlife passage. Sheet 19 • Site 12 — Existing 42" RCP to be replaced with 54" RCP (buried), upsized with standard riprap apron at —L- 224+60 RT. E�sting concrete slope protection at oudet parallel to drive. CALYX will consider utilizing the larger Class `I' embedded riprap at this location. Sheets 7,11,12,13,15,17, 18, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, & 30 • No jurisdictional streams or wetlands, therefore, no impacts. General/ Misc. Questions: • CALYX asked if the Division had an preference with regards to the use of hand clearing or mechanized clearing being shown on the permit drawing beyond the proposed fill slopes. The Division preferred the showing 10' of Mechanized Clearing in wetland areas beyond the proposed slope stakes. • Joe Dunnehoo asked how bank stabilization and embedded riprap should be labeled and shown on the plans and accounted for in the impact table. Crystal explained that Bank Stabilization should be separate from the actual pipe impact and embedded riprap dissipator pad impacts and labeled accordingly. • Matthew York to invesrigate new "term" being used by Hydraulics Unit for embedded riprap in the channel to ensure that this is notated properly on the plans and permit drawings. • Discharge into the wedands shall have a non-erosive velociry. • The team agreed that this courtesy 4B meeting was very helpful to ensure team members are aware of the key issues on the project and another meeting (4C) would not be needed. The team agreed that any further reviews can be handled electronically and via e-mail. Federal Aid #: STP-1316(10) TIP #: U-3467 County: Union CONCURRENCE FORM FOR ASSESSMENT OF EFFECTS Project Description: Rea Road Extension from Providence Road (NC 16) to Waxhaw-Indian Trail Road (SR 1008). On September 2, and September 30, 2014, representatives of the � North Carolina Department of Transportation (NCDOT) � Federal Highway Administration (FHWA) � North Carolina State Historic Preservation Offce (HPO) ❑ Other Reviewed the subject project and agreed on the effects fndings listed within the table on the reverse of this signature page. Signed: t �. �' � Representative, NCDOT �(it/` � �/ � FHWA, for the Division Administrator, or other Federal Agency 1( D _. .. `F+�► I��i .11 I/ .-.SnI.�A_A Representative, HPO 2�I2�t Date %l� � Z�— Date ID� 8�1� Date i Federal Aid #: STP-1316(10) TIP #: U-3467 County: Union Property and Status Alterriative Effect Finding Reasons Property No. 5 , It was determined there would be no effect on the property at the John Walker Matthews House ' Determined Eligible 1996, Alternative A/A2 No Effect September 2, 2014 effects meeting. Although the property falls within the Remains Eligible Area of Potential Effects, there will be no work performed within the viciniTy of the property. Property No. 5 ' It was determined there would be no effect on the property at the John Walker Matthews House , September 2, 2014 effects meeting. Although the property falls within the Determined Eligible 1996, Alternative B No Effect Area of Potential Effects, there will be no work performed within the Remains Eligible vicinity of the property. Property No. 5 It was determined there would be no effect on the property at the John Walker Matthews House September 2, 2014 effects meeting. Although the property falls within the Determined Eligible 1996, Alternative C/C2 No Effect Area of Potential Effects, there will be no work performed within the Remains Eligible vicinity of the property. Alternative A/A2 The original design had potential issues with the impact of hydro, utilities, Property No. 8 Original Adverse Effect and drainage work, as well as access to the property, which could create an Howard House adverse effect. The alternative impacts 0.25 acres of 5.904 acres. Determined Eligible 1996, There will be no adverse effect with the minimized footprint and improved Remains Eligible Avoidance Option No Adverse Effect access. Construction fencing shall be erected at the back of the ditch line. No work shall take place in, and no utilities shall encroach into, the historic bound . There will be 0.0 acres of the 5.904 acres im acted. Property No. 8 It was determined there would be no effect on the property at the Howard House September 2, 2014 effects meeting. Although the property falls within the Determined Eligible 1996, Alternative B No Effect Remains Eligible Area of Potential Effects, there will be no work performed within the vicinity of the property for this alternative. The original design had potential issues with the impact of hydro, utilities, Property No. 8 Alternative C/C2 Adverse Effect and drainage work, as well as access to the property, which could create an Howard House Original adverse effect. The alternative impacts 0.25 acres of 5.904 acres. Determined Eligible 1996, There will be no adverse effect with the minimized footprint and improved Remains Eligible Avoidanee Option No Adverse Effect access. Construction fencing shall be erected at the back of the ditch line. No work shall take place in, and no utilities shall encroach into, the historic bound . There will be 0.0 acres of the 5.904 acres im acted. Federal Aid #: sTP-1316(1 Property and Status ;R�:1/:Fa Property No. 15 Jacob Allen Deal Farm Determined Eligible Option 11 Option n Option TIP #: U-3467 Effect Finding Adverse Effect ounty: Union Reasons The original design of Alternative A would impact 3.02 acres of 39.79 acres and is an adverse effect on the properly. There will be no adverse effect with the condition of a 25' buffer from the No Adverse Effect historic boundary, delineated by construction fencing erected at the back of No Adverse Effect the ditch line. The fencing shall extend 500' from each access drive, or to the property boundary, whichever is closer. Minimization option will impact 0.2 acres of 39.79 acres, which will have no adverse effect on the The original design of Alternative B would impact 2.78 of 39.79 acres and is an adverse effect on the property. Property No. 15 Jacob Allen Deal Farm Determined Eligible Property No. 15 Jacob Allen Deal Farm Determined Eligible Alternative B Original Avoidance Option Alternative C/C2 Avoidance Option Avoidanee Option Minimization Option Adverse Effect No Adverse Effect Adverse Effect No Adverse Effect No Adverse Effect There will be no adverse effect with the condition of a 25' buffer from the historic boundary, delineated by construction fencing erected at the back of the ditch line. The fencing shall extend 500' from each access drive, or to the property boundary, whichever is closer. Minimization option will impact 0.0 acres of 39.79 acres, which will have no adverse effect on the The original design of Alternative C would impact 634 acres of 39.79 acres and is an adverse effect on the property. There will be no adverse effect with the condition of a 25' buffer from the historic boundary, delineated by construction fencing erected at the back of the ditch line). The fencing shall extend 500' from each access drive, or to the property boundary, whichever is closer. Minimization option will impact 0.56 acres of 39.79 acres, which will have no adverse effect on the � Initialed: NCDOT , t� FHWA HPO � FHWA Intends to use the SHPO's concurrence, as a basis for a"de minimis" fnding for the following properties, pursuant to Section 4( fl: Alternatives A and C Minimization for the Jacob Allen Deal Farm Federal Aid #: STP-1316(10) TIP#: U-3467 County: Union CONCURRENCE FORM FOR ASSESSMENT OF EFFECTS Project Description: Rea Road Extension from Providence Road (NC 16) to Waxhaw-Indian Trail Road (SR 1008) - o�,�dresses Q.{�"Q}�,�jVQ,,, C.J�2 On 3/20/2018 representatives of the � North Carolina Department of Transportation (NCDOT) ❑ Federal Highway Administration (FHWA) � North Carolina State Historic Preservation Offce (HPO) ❑ Other Reviewed the subject project and agreed on the effects fndings listed within the table on the reverse of this signature page. Signed: , `'R� FHWA, for the Division Administrator, or other Federal Agency � � �� Representative, HPO �1�1u,�a Date 2 ate 3• ao� � g Date Federal Aid #: STP-1316(10) TIP#: U-3467 County: Union Property and Status Alternative Effect Finding Reasons John Walker Matthews CA2 � 0 Q��L} j�0 ��S�1,VC.�OV1 0.GhV ��1QS lY� 11 iCl hl� House (iJN0249)- DE j}1r �5�.� C� YD f?lU17�t� Criterion C • V Howard House (iTN0831)- CA2 ��v� Y�S'�'�,V G�OY� erlC� 5�'\OL�� e.�'QG G � �G� DE Criterion C e�,� G� p�� ,��-G�. � S�'�. ��o wo rk s hai 1�t-a�.e ptace i ) a,r�d. r�o �-�-�' t: ticS shall enCroac,h i� h:a5 i� '� a�� Jacob Allen Deal Farm CA2 �p �v��5e C.OP1(�1 '� OY> o� 251 bv ��e r F fOt�1 y1t SiiRj � bpU (LJN1147)- DE Criteria e�� (�Ql'nc0.{-Q d� Cd(1S�1VC�0�'1 �e11,C {,� erec.#-�d@ � A&C Q�r (�i�CL1. �eYiGt� SYIQ.�I Q�1C�p.Y� SDD �fOPK eGtCl�l e5S } ar ro�Q �{, c. vQ.rr s c �-l'�¢ rYio�#iv2 w�iC �w• �c-�- D. l3 acres � 34. �q a S Initialed: NCDOT �� FHWA � HPO ti=Jc)'i, FHWA Intends to use the HPO's concurrence as a basis for a"de minimis" finding for the following properties, pursuant to Section 4(�: J Qc ob A-►t e,� �ea1 Fas� ; `. g d ja . � � � y �1• �v �' M i..;: � ',: nrOR1'y +�"•f ^.. ..%' Nsrt � � oF �y�'o �. U-3467 UNION COUNTY P � ° t�� - � �� I STATE PROJECT 39019.1.1 F.A. No. STP-1316 10 ° ��- :� ��. � � _ � �� SR 1316 (REA ROAD EXTENSION) FROM NC 16 ��'� s' �d � ° , .�. , � � . � �='' ;` �'� � �: TO SR 1008 (INDIAN TRAIL—WAXHAW ROAD) °� � � � P ; � �, P ,� � �., 'F�� Seo�` � � � � � � ALTERNATE CA2 ��-� �� . °F ".�" . �: a :, � � R � s �` �. :: � �� -� �`� � � � �� x �` .� o � • ,��. � � , � + � .� � Q s �. < � � , , � ,.;� � r r. e < �; 1 c y �"' Z . � .� w P � F r �,. � �„r�, . � r ^ _ � '.�y, ��^ �9` a,• '""� '�� r i '� ;7 ,q?� S'�� ;�'r . �..' .. �-r �' t � ., p�!. ., a.Y'Q� .�Nn y � i: 1.. 1 �� `�r � . � +�f ��' � �� CC� t . . `aj5k -` /a 0 �}►� C '� , E±� � dr`.: �� rx '.. i�� w �� 1'� , , � V f �_,F'f � �� F k.� �� aT_ 4 r . � � � ��. R f M' � I ' � � a . .". ^ ' 1 3 � -:i� . � . 1 ` � ' .� i � q �� y� +t` � � ~` :.•. � 4� �� Mc �' ^ � � " /. � �' .. �, !� l f p ! . r! �. � �. . • �<, l � � � r � '�,, �. ,� w . � � � �� ° ��' � , t,� � �' ->� *`� � . �. `` '� M ..' "� 1� +��"o!:k'��'�� . . 'y.. `y� �"�m5'�,�'-. �,�� , v ,,,. �� : .. , . . �[ . ' ,- _ , , , � ,� " _ .;n ,,. , `�., �'_ ., . . � . , .• `'-' _ _ +-�� -'.. - �__�� . . , ,, �f � U `Y3;: . . a " �%: r: ' d .� f� � ; . _ : . „ .i. � . � �,.: � �� ._ . w� �� ` --�z_ - _, . -•" "`�'. - , ` �� . ._.-.�__... .__ . , ' . [ � � � V � _ L . . � ,� ; ,: _ .. �r ,: � � r� .s.,�jdw, d , � � �� .,�� ,ti � , !�.' � , f . O t ��ta II' � f `^ � f � , .� # � ,� ,t s �'� . . ip: ; � K� ., �y ,'� � �� . "a � C "� � � � r,',-. �} r�iy,� b` . 4,a7� � ��, �� -f� - �-� . . ,I � o , .,� �. ,{ •�. � e '. K�`L� � . Y.r . ,�I� ..'�a �. `{ � , � �� '`� ' �Y � � , � � ;:� �' .� � �. � � �� .,� �� , • ,� ; � � � 3 . �, � � �, � � �. � f -� �. �: �• �.' :� , � �%9 ;` t , -. .t � � , � ��; .f�a ,,�.. ,.y �, �i� � M �, � �,/ _� . � : �;� �' � �] � � � ^ r��'��r M � � Y'. � ��j� 'a<' . . �.. I � I I '*:.. ,, � t � '�at�. � • '..�. - ,� . • � . . � � � f � , .�d � ., I �� ., �f°p 1`r :: � . . �� +i3 F � �, ��y.� � ,,�,�, . _.� a '� � z t �� ' ,� f" � �'� , , �� '° " `f,•� ',-'��Gi * '� # 1 ��!� '� �.'.'� �"�� ,� � `• ',� ` ,� �' "'.�i'�°�. �. �, ' .i',�!" � =�' � � � . � � , s '*a` , y � .� i;. . ve , � .. � . ��" �r , �'r,�`�'6�r� � �� ; ^±,�, � �` �,`�' � � ,�;._ �:= � f/` ry s � } / � . �� .�� .,�.=;, � -a. � � � . `�1� . 5 .r; `� ' L:, ' �� . �� . , j� �� '� � � �� • d � � . . . � � �� . . , �`t ��; � "- p� f�f�c .i- }�,�"i�u i ' "� � f � '�''' � �v+ r" ' ��' �its,.. �:�.'; 4� ��"°�s �'�. i Y � �/ �. ,�"'� "'�^p y � . �'� . '�4 ��,� �'�� '� ��.a�'.l� ��' � ^sW � 51y . , � . �-s �' �� ` ' JOHN WALKER MATTHEW'S � �� +� �: � t� �'�`� �t�,t, � I �.; , � ' . t��' � �' -: ,� ,:i� " ��° ` "��i'� � `' M1A:P HOUSE RECOMMENDED ��'�' � �,�y�,��. � '� '�, "r r+ r � . `%�. s � r,�� ";�'F '�'�� '� '��:��;� �,;,�` R� � `'� _ l' � ,, , NRHP BOUNDARY . f ��,� � � � � � < �. � ; � � .. , ;� � ,r � ,� � <� � � � � �� , �, �' f �, � �` ' � .� � � � � 6; � � .�, , � ��,� . � � ��' ��,�� ;r r�� , x�� <;,` � � ; . �, �` � ��y � ��„� �`.-.af .�? . / `` �- ��y,��' u �,�� d °-nti L �$' ++�,r �.�x ,s �'�'„� ',�� ,k �� ' a �, r � ' �'� "��`' t m �%��°"� �° cs" �A �.� ," c, �i r � r � ,. � s i r �'*: � ��' ` � � E � . � s� / A�� i� �� f✓� F r ,� �'o- �y i ; ��.IY ]I'{� �7rR>��^' . _ ..,. `.. � �- �,�� ':/ =ki �r� �, . ,� � f . �.p &7`�� t IfFY�� ;"ah � �� . g�' ''�v ., � � . ,h. ,� .i`a_ ��' ." �it�,-. �, v ,:'�Y � riy� . ��t� � ^ - � "` I f r�F K t �:� y .E � � , . :.1 }� ,y.�� ,� K '.�l�tJ'�j �^'t�� '�; x . / . � . . .. , * � � ' _ y . . _ ' g �8 � i ,�!�I�� ' � �� + . :. . . ..i,,. � ' . y , ' ^ /� J, -.'� i � y� � .� . � ,�e°� . �y � �.'� ,. / , �� a �xi . �Mt` y� .�k . + j .. � ,/'Ir Y ,� ., / , . P�t�ri _sy ,� 'a4 �� +-. y.` � • X� � 4, eti � �� .. ; � ... a .. dE tY 'rM � M- � � �' � ,�.�;�r,� z'�'��,�� - / � �±� ,> Y�. � ��, ,�'� ,�, ' , �d!"ti,�.� . ,!'' ""`'' � lr x , �r. ''�5;,.?�ry ,�+e� a �,.,�'� j';� ' �` / � _ . �, ; � a i'� . •` � � ;a � � �� ti.*<�,,,r� � „ � �,. " �,. � �� - ��. ,� '�� ''� ,� � T � , T,� �r� , � / � �;� � -� �r f =� � �' x �r ^� '�''"2+ �.y,� �' �f � i �, .•�a�,� 'v�-��w7r�' � . `r 3, 'A fri , . . , . � �� ' .. .�.: � �,�� . �..��Y�. #' �� .�'� �'9" �j�JV ��4s' '�". _ ".�. � 11 � � .��r * `P, • � .Y'� "'� ., ;�. # ^ � � �"' �•,� f- r � � :;� � � �s ;, . �, i f `�� tir �},.,�"�,�, �, -�` Ra,�'�s ,�,y+l �+� , y�' � �r, Q ,�.: �� . �� ^�,�: '�� s , _ y� _ ;: , a . i t�' A?,!�a �' � ;' �."� �I ��;�",�► ; h�c,� � `� ' F�` t r.� ;-'�'�' �• ii„ s�� Y �'�j� `iY, n ��' f.` � � ;� �' ;'� �` ' �" '�'" � �� "%r/,� ,w �y"r .n�r -.,� � `,ykiX , , �, � �' � R�` �� e �� •�` 4 �.`� HARqKAS �� . g �r v i r. � . . . �'-, s� Yw , , � '�.. �u� � �' . e �. �. � . , . ..v . � -��'. +Y �:.! � ; � . .� .. - Rt A:& W�- g1^" . �� 6 . � ' '� - � 1 � s! ;� � �'� . - ';�v . . . � � y ��ZABErH K �� / s , �. � ..�1� •�;.i�. � ' �.. + ` "p : , ..�: .� � �- , . .. , . __. . _�, ., y y,., ... .. ' . ".� . . q t .a� � �� °� y' . - . � ''� fg : ,� ,� ; 1�'�, r�,� � - .` ! � ` � ;, � � r � ;��-f �� '�`� ',� " , `�.'� "' � � � 'j �' ��`x ��"�'�rr� . � �`a�HewS i � � ��+ �` e � . , , � , f �ICN �i,- y � . �.. . ��► T '� •:.r �.W�` � z. AR �RD �,'� K�; . ` „ . �yK . '` r /� � / =A x � y ., ' � � � � f �� ,.��. � L f �+�,. - _ r • � .x, D y �^.� w , F `�.''�.`��a. � � f d � i � . *• _. �iI +t r."!F� •.d '� . `_'� .�� i�. y �� *y�,.�.� �� ""�.� �"� � � . � ` . '�. . . ,ar L� ,�*t � �, �L ��,r . r � �,:,' �r,r ,+f . �� .'�' � � '�' T l� �� ,�r� .�w . � ' ;: _ ,�* � �j' �:.,�;�" • � � / ., { �� {: 'i �. • f �.�' ,�x; �` �+ s ; '� � a �� +� . s " 1$� • � .; �� .. _ # Y +rt' G a�t:�'fi�� _`� F ! r,> ,� •'t� �, ' � �`,t'i � � �# r � ; . , �. .�� .�_ , #,,� � � �; :,. . �; , � ��a ; t- � � .� �, < r . °�-r ,C.i^;�, j -: r s �, 4 ":�� , . .y�a � E�t '+ Y � . s � � . '',. a v�� : ,� �, � � . � �.y..I r rt7r. t� �s�-.w �,.�. +� s�, .. . , .�rr �4F .. � x� tr�y ,� ;�;-.f s . �_ * a:^.; k `�'�" �� .s,Ji. .� � � s � 0 ' �v. � . � /4 � � � a�� <, �� ' %' #�: � ///� .,�h c .# ��. r ' ��" eP� � y x p'� j ,�! k �qF � .,,� i�6� � ��. ..," . � ��/ 'r�y � �,yf t .s . r R„�c� �� '"e'` 3 � � �. �� 4 � �''.^�. . �. . `ti: � �" 4: �� ta+' M �e . �,� � '� � i t�4 ��+� '� + * } �!" � �j`� 4`1... s �{' �� ' ��-� '' . . .X 1�g ,r `�'f t,. b !`� R [ f ,, �'� ' �w �y��1� � < t P � �., `� �,I �r. � t, a.*� �s.ti �,� � �' yY i .. s; ��,(��7. � ' � � :, � ivf � Y. -•.,� , " .. � .;� 4�'` �', t� a. ,�� . � � �' y , �y� . s 'if ` ' � �'� �� r`. '� .` .. : � �t �l M > . ' ' �' '�� . a � ' ,�i � . s � . , r'� e��,�� ; _'�r J .. � S� L + J ; .� '7� • • � . S^Y 'y}� ' � � K.. `T .� 'ti�' . I ��'�, a,. � , �" r � `� f � � s -� .i�" +y `�^��'��', " �' , �' �"�Ai.^i .y�"y',� y�� .:,�.. .rs `�� ,, �� `�r `��s � •+� �n mi � � � . � 1€� ' i � : '� � � .f{ os , P � � �� l�`�V1p i6 s� .„iq� . � � . � 9 ��-` ROA�,MAR � � �� -,_ �: d '�''�',�,` , n . � �=� �� " WE��,ti�,pN �� ,� � qia`� �� t: MATTH EWS H O U S E � � . . , � i�` ,,� $;� � , s r� { � <� ` y � 4/'' � � 4�;� �i. ! � �� / �, � CURRENT DESIGN �'� ° -n. ,� i t' � �,y.,1 r ;.i ^ r� r;` �'` � ,.,s'. . .. ��"��.y,��.. � � kT � �h �"t''� - �� . - 0' 100' 200' .� � , � �,��i�.3 'S ��.•�k.�r1t �ti•..�.�,:r•_�FW�i��. . �z '� � ,r;+w 7 i �H�R , �{ ,�"`� aW�*'�+�i��'`� 4. . C �M �e� . ,� �,�� ,�m � *� : �� -° �,� � ° �, � . '��°a' i•�, � �� - . �, .�, z��. x :.��a"�i1 : "�t � �> , �,".:' �IEt�V.INSIN.�RY F4,AN5 .,.�'F�� PLANS PREPARED BY: s CALYX �V ° '�` � FNeweees+coNsu�rnNrs � _ ! 6750 TRYON ROAD CARY NC 27518 � Ii� . pha^e�. 919 851.1912 � CALVXeng neors.com �� . j ,I NC L cense N F 1333 -/ i � p � � :� ' o T MA � M � �� `. 3� �F'� Y,�� ,,A #�t . ' � � �� s � �� ,� ' � �: -� 'k `�. � � t �/� � A�. I i4 ,g�� ! HEPy „ . � �� V � '�r''� - � S � � i , . l� � � l. � F,. �) MqFk : r � �� _ � �� `�� z�� + �� w `� �:�� f'� s,:� • '�`�-� ,� � /�� ' .�`- W r✓ tr:1.. �! ,fj � a . T I35,� �'y y � ,�qy, '4:. r M ; � � � ?� � ` O �� f r� , ; a. ;�'� y!� "�'� T �� 4 q' � `" � � n ax . �� "'�r r� `Y _. . r .. HEM4Y K n,N� �y H� E N � �:.. � � wARD q � hl �-" 4 %� � � 4 c�a ,"� i a ) � ��n'�' Y� al�`w 'T •d's.'�;��-.. a � � �" , � SCALE � LEGEND -------• FILL TRANSITION .._., CUT CORRIDOR -------• EXISTING RIGHT OF WAY STREAMS WETLAND BOUNDARY CONSTRUCTION EASEMENT � RIGHT-OF-WAY � TRAFFIC SIGNAL FIGURE 12 t �oRr� _� �'. �,'��- �,�. HOWARD HOUSE � -� : � �`� " �� _ ��EL�M�N.�� .�N� o �� se Poa ro�sT u� ,�w �o scniE " - '�I "' "� ? . y� � fi �'l ' r r , �'s .i - yP � �� " ' J ALTERNATIVE CA2 ;��, � � z �/d � PLANS PREPARED BY ., z �.�:.:� � � � ,=ri� '�.: � CALYX.. � � � �' �r . ,'��' U-3467 UNION COUNTY w � � f : � o �V,. , �� . �� STATE PROJECT 39019.1.1 ��"'�r'�'��': � ,�_- � � ��y, �-N�.�. . ��,.��,.�,� �, Q.F � � '�T YL .hf-" µ, . � •� � �! b]50 TRYON ROAD _ � '�#� SR 1316 (REA ROAD EXTENSION) :�, y,,� i � ��, ye°� NPD g3 ,�. �;:, �. FROM NC 16 TO SR 1008 � �. *` � cnRVNc��s,e � Phone 919 851.1912 aF ��R�N _ _ � CALYX g . m � K� ��,, (WAXHAW INDIAN TRAIL ROAD) �...r� �: �, �' Fi.''; �,%� �i �:" .. S'# ii �'�^ 4 �� , �n:. Nc��e�:exFi,:s.. - [ 'i '" �: a-y Kt., ' ��+�`.� � �.� ' � t K � T r�'�..� " !� ��., '' ro � '� > � ,c�, �r � � , � � �� I _ �u n,• x � '�'� y� . '�` r,r � e�K� R y_"n } � � '�: } � � `�l�.. � : -- ti Z4 g ; .e :�rn .:� � �.t a''. � . st�- '�'�� . * „z "s,! � . . _ ,..,.Y�.. ��_' � � �� '�1�. � , " ;5 � . ,_ .. ,_ . -._ a ,, , P � f ,_ s .`, :F "�y'?� +4 " � 7•� � F � s � a�.�.� I .<� ,"� �,rr�y . ., �+ v��. , � '`�� <,��i ��c� e � �'��. r p .x.� t"_:.Y4iFie�+� I � � �w+- � �/ - ' . '� €` .:'� '..,� �: � . -,'Tc +� `�'� ; , , �, .+++ � 1U' � � . � ��`� S.' � £.�� .y, ��r��,�? ' �.y,r�,ay-�� , ' �F . ., . .. . -. ,�.F l� . �.� . �, �, '{ �.y ?� �.T �'..�� R � �.. � � ` � � �f , . , J? ' M1{ �h p '.h ��l { � � yy�``,� �. � � " �#� � ��"�: ' .� � . .. S� " �. �' � .. �� .��1�1��' .x 3 ', � _ ,� �,s ., � ,� `! � f 4, :' - `� : ,A s � fi '� "� � � , � - , i: � `+ _... �. �'...� � ' ' . ` . � 1'��..rri44,�.�': � ��,, `�;" y^ � � .�*. , � �., �M1� . � �� "� �� "�"� :� '"p`='.q�'� J � 14'� # h �. � 3 . * J ^ f i" ..�v��V1.�'� �4 �`. � Y. � � ... � ' F i�;� "10. 1� . 1 _ :..�.---�_.... '�� J �'. � � �. }'.��J '.>�. .. j. j t � � . - --- . . _ . . "� 3. I � � -� ,., � '� s. �-i e� . ♦ � _� _ i �:� � -' .. � �� .. `vs `: `i! `'.' .-� �, . c .. .rr��'� � - ; , �' w � �,, _. _ -- _ . S+� . �i' .. �, ' ' .,,* ' . ' , ° ` _ _ � �:� - � '" � � 4 �� , � � � -� � � �'`,•� -_ � `� M: � i� � � � � }- g- s+�t, r • ' �� f'� � � � .. �-�::�- .�. � ',� o r �`: � ` � ��,'.' t r,1�^..� � ?� OO - � . � � �. � ,� .;� r . ..� � f� `F � -Y- NC 16 1 �' - ,� 1 � � F � < c . . . _ (Providence Rd) .��,,� c � � � A�_..� ` . - . _ , . . . _ . . � > r '' .��'��"^��.�_. . �y,".r. �,. . c . � . . .. .. .. . . � . c c � � : . �fi , F �" :.iA � ,y.�,_ T , r e. , — — � )N.S]'Rf%GTION �� . � � I+� �eu./0 8000 , � ` -.� y� -� � • , ' . . i . ' . ,�, � �-. - � � � �-". � ��, �� ; ,� - _� ; i . . � ` � d �. , �. " t ,�� ,.�'� o �n',� , �_��+ �, � �`"` � � �" � '� s . _ ,�� - . �s - `�i�' ,, a � 2 �,, ,_*� � � �`- `'' � ,,,�� '.�s . -`� - . ,�� , ., � � - .� �' % a. ��,�' _ �.� Y : �f ! .,;� +� °i � �" { �. ;; �� w ' 4� '� -., �� ' � t �.. '. f� !. r _. . `! .• ` � „' '�: 'CF,�'�., �:��« ..'� if` k�t 1 � ♦ .h .. fi �,�'. ?�� q'+� � .,. J V� YF ' � �'� �,� y�r"�` T.� � � = ��'.'_'3]' �'J �+� � �l� _ _ ' ,id�-.! '.�, �`" ' � f,,,l��.. ��l�`�` . s� _ �� ` � �:a � ;. : �` +�L >:� �-� .,. -� L ��`��.y � T � . ,�. �� '��.�� ir�� . ` ,l"�' � w_ � � -_ �: � �� '� �, _ } �. � = � � - a'',�' � � , _ '�: / � ' r� �, ,� ' :'-�. . -1- .. � . 4�� / ,�.+�, �1' H ��,� j1 '. t"�:t # 9: � �' ' y `•""� � ._ '.``��. � � _�� f ,! .5�� _ < �� :<: w �� `' „ C 1 11 11 �11 � 11 1 �. � � � �� a � `*: ` �•`.; °' HOWARD HOUSE �� ` �y RECOMMENDED �� NRHP BOUNDARY K, ' � � F�, � �• ' y �,� ` � 'r' _.��- � � � ,�- � � � � F = � ; ,� ,,k _ ' . ,°r�' ° � ` ra� ` � � 1 l �-- ` � � � � . ( � ,; . a � �.�..,... -- � � .. ` � , � . ...__ �. � R " ^ . . f sl �YI � � �� 5 � �� `�. �� .. .. � , � t �� 3' i � � . � �l .. , X A i � f �t � ,� r my � S � •,�v— � � ' Y y . N � „ 1T Q , � .� �•i 's , � 2 �, ., } / �, �' ;'`� ' ' � *�:. �:', : �- ?a ,,-... Belle Fo�esfCt T'� . ' �. 'ir . .i'L. � .a ' 4 .� , �.. •_. _ � , y, . �- . +�'hc��_ � . -� ' . � � . .. d 3 . . � .,.�.__ .. - � . m r t v ' .,"� . �ts:`�'r,;�..;i �'ar ✓�y'' _ ti � � l rM ,� � ' "�a� _ .� � . � . � � �`� '� � � � ; � � ?;' � h � ;P � �' � • f'/�� .� • ' �� • ^� q�4a� �, �. S. , r� • a �� _ — ...sy� � � // '�' 4 � � 5.�=��„ ' l, y'� � i . 7w _ , � , � � � j�`' k�� „ : ,,,: "f�7 .. � .��.` ,<i r� �� .��. ._ : � b i': •., '( .* .. � � � �. t�r ��. 16 +-. �� -.� . e ,+�w� � + � � �; � �� `"`. _ � ' � �� .. � � � � � � i o� i a e. iF ...p�� ' � . R, ��,..,� '" ;,7' � �� 'ti'�; � � � t ,. s k "�'v� C t t-' � IDI3ELIh'YIN.�Ii3' VBLANS of NOR�y � � � �, �� Ka . ' 4 �� JACOB ALLEN DEAL FARM �� ;� �� .�'� �� us POR�o�sTR�� w 90 scnie � > ` � S fi.� '. � ,r . .G.. j� P� �,. # �'" �'�'. 4', .. ^� . h�' � ir+ y'� :. � •,�$ .. N '�r �3-�'�'w� � � PLANSePREPARED BY.ro v s ' .t.��.,.. e .,,'� ,.� J' .- � 1 r+ � � I � � �� '�` . `K ��S � � � � . 'iF� �. y� a ,la t .,� � �,y�� .� "Y t � �t m ` �, � ` f �, � � � M �: , '� � � CALYX ��` , � y , _... ,b ,� . , ., .' � ,_ ��' ALTERNA�T VE�U CA2 �� q� � \a �.� � � , ` � � :��.� � . � 8 �F +h .• . �,: ro `'. SQo B ... , �:: �� '4 ' ��; � � �� ' - � � bRi„°,,� � �� +� N � .: 6]SO��.FHs �ons�.-:�ni�., ,. `;r' .`�.. .. x b ��' -� � .R� '� . 9_ f . F � ob y � . , STATE PROJECT 39019.1.1 � �e _ � .�.� �:; ,�„ , �p � caevnczisono �r o. �$.+Nse° '�' � ' � � � .," ��, �'�, , "� � w�'� � ' ' , . .� �� , �� $R 1316 (REA ROAD EXTEN$ION) ,,,�, ?�� - •� �'� �� • �" �' Pnona 9,9.es, �,z ��' -`�'� ,` ; �'' `� FROM NC 16 TO SR 1008 ;.. _�z � "-;�'oaj. � • � v �� y� en�me�e�ee,�.«m , �- (WAXHAW INDIAN TRAIL ROAD) . K � " "�• /� � a Ne��e��eaFis33 ,., _ . , ,. . � b t # j � � �� a e� �- ��<- �-�+ , ' �' , � L ;, ,_ �c.�� '` �' ,,. r �,. � , � �. , , %�, a s �' �g '�s�<f � � . � ; `'�' � �r' �`+a,`„s y if.��g# 3 ., +w4 � rk m � w '�a<s;� �� ,�. 'i .'� '°� �.. � � . , . . k"` . � 'a„�'. 4 ', `! ' .c .� � �. � � � � c'` o �`j'e�5��' � a' �. - 'tE `�� ;��'�� .� + �.. A�� ah.� � „� , l w ,' ` e ` Y� �t � �. � ,. �,. ,;� � �o O .y' �"„-- '§ � i'� � '.. � .'3 s� . F �. '-aa � ..: .�. .., :�. � r �4.. n�� , [% ... ��.. '�-r4� ��-. �; q � , � "+`. ; � �. k. �ea,r�.4,�.�i.�, <' �.+s� ✓ � `�� e ,.� . �.x ��e.�T� � :�. . +�� :.:�.: ..G. ...� . ._r ..,',*��'- . . l..L�':..:., , . . . .s. . .t�`. ;-iu °ip` �� { s., �� 1 a . � .e, . _ � C r,, s � - ��. . , u^' , .. _;�,, �•t�', * � . . „ .,., . �<��.0 „'�. �. �� . ,,,� r �t . ;; ' ,a."�,� ,. a Y'� T. � 3 � : �,, �� - , .. „{f� 7 � � .'A,'�. � a. , �" ,�.{4 , ., , .., . . -: '.. . y.� , '".. , et'r� .., ,� �� °''.p",`,i- . r,.. -,:.7 ;�r . ��xt.�`� .. �". � �� ,:�� : .,, ,� ,,, ,, �, e �,� �;a�+ '., y�a ;� a .,«� �n _ � �x, i i� .i `,'�„'� i �t �� a, ��.: � � v '. , �'_; �:. �.d�4.�.� , +t� "Ri�+��, r ,±� � i� ` �� •.,�; � `l�, w� � ,�`O�Y. ' 1 .y':. " p � i .f .<.. ..'.,. r . ,., r t ... #�" ,.':'• � �i ' t . ..:5 . �i t' � ' a.. , - , . • � .. �„ '+ ' � ^ �. ,. . *.� . �l '. 5 „ n� � o. � :- ,. .�.ti :�_ � ;� i� ,y ', � ��, 'f�`� . ..�4� m .�"E` '�� : ti- r ��[ �M ..:- . . . � � i. i �� sy„ �.�Si - :.u° n V�i �+. a.P� �_ � .��' ,�i l � r..t5! a_Y.. c..:. . � � 'J� '�.-- . ..�� , „� d�. ,� � ,~14'�.4 rs' � � i r . . � .� `:�. . , F ... � � ._ . .. . f s ` ..:. �� 'SS ,. i... .. L... ax _, ...� . � . ... :Wf . "�, �� : a L �' ��. 1 : t�' • m � �' � �� .:�4. l . .4' � 7 '� ly: n ys. ,c}.p�Y 't �',ry� k � Ya �`,w- .. : ,. „ +o-F: i�. . . t-: . �, �,.k �.. .3.,,�. �, �, .. _ , r ' �`� . � s ^ < �2 �'h �i1.'. , � . -.. : �. . f: '-�Y � . A .. F.', �, t FiJi'n s! � �� :� �, ��,��v�`''�. �� r.'� ,"��, �� ; '� ,�� , �"��` y� � �, � �. ;� �i�y:; 4_� 4,� , . �'� •-�?'��y�tr� - ``��-.`" � . 41.;, a �,,v-s �:�. �.0 ,�� ^t" r ";� �� Y#k,�t +� ; F ,� � . .�, `"^:.."".<. ��1e�a C .' �., - ��'f, , �� .� .: , . � _ .�� •A "�; �O✓ ,�. � r,��;n* . �� _Y� R� '�y�, .� � � _ .. - �� ' , , _ , � ,�.; ,,` 'ngaq�" .�. � x `� � �' �f �� . a� ; ��m � � o ,pa'�'�K;��° � � � � �` � �` �` �"�� /� � � � �� . .� ps ,. 4, •� � ` +;� a-r . .�� y,.s ..� ' /. - �� * �� ,. . . ..v�,^ 'K. . � � /� � `� ..s f t$, . . { �" $ � . \ ' . � . �,� L �!� ". � . _ . . ; � C s � �` � d�L � , � \. j_ "R ..�.'V.� �� `s �e:Y�. �.:.. � . ..�, '� .... g1Gi' -G �ni" `µ�1 §, ''�� `5�.. � . i �. a..� ,gy. � :� }t ,�t iJ `�'- 6 \ � 1 �2�.� 4 , f �n4 � �}�5.�' �, , . � r�� ` . �y4 �'F a; . . �'lf �` '. ... e�',y� -4 2 '+R i N ` ��' e�� P 4�� '� ., �,•. �'� � � „"ti'rr, ' a„� �-:.t�+�� o�-� ' �� ,�� . •,i�x�� Z�e.'� ' x# �y , .,w. �,..,„� �P �� 'fq� ;:'C £ � >�aai,�. � �. �r.�' �� , e� , ��, � e . �-�•: ,� , . . �"' _ . ... .. .. •� � � �� '� .. �. � , �� , �, a� '� hA � � �. i'} +. ? . � ��1, . ;��"" ' '� •,�. " � a.. � � N � � � � , ;� ,, °;��'. � �? g � xc' .� .'��`,"�;. z ' � tns � o �„^ � „„," �J� �� '� � " � �i � �� _.- � ". � t'�'" � ..''#t�¢ '- .�"� - B- NC 8R ,. � ` �� ' ,ya }� � ' � L ` . �At¢a., ,� . ."��wu. y (Wedding}on d.) '� W i , �` . s .. � /� �� S°` . . �- ''� , _-F �.;� !�, ..�r. �„�n ' , . �.._. , :- _ �-� . , . �. -/" 1pi~. . .± � � � ' � � � . .:�." 2 � � t � � R ,. � , �: � ' � � p x. �L. � � M. � . , k ,4 +, 3 g : � �� b `�o � x �� '�- � � ` �� ` �� , '�" � �: � �" •s� �,.�._ t t t '�+' .,�• '� t k .`�� , � �� ` ;.�._ � � �' � �' ' eV � �" '�, �,�;�- �`�.'�, %�� '' +�� ; � `��p��.�'� � �"�� c � bQ � `� ��.s �1 ,�as �^a � � � $ . '�." \'. ' � �{= ,� i. � C1�.�: � �*� 6�"�� 1 w�"4 a'n #x ''i� `E'X ' �'�� , .$\i ia 'jg�'t�.�.,,�, �!� ti�•. . � ;'�, _ �� , �. t . . . �; . �.�.�, . �•� � 'Mm �. �'� . _,�d�. . . '`�'�,a� �r�"�a . , e.$ i �. r ,a '' . ,'� "' . . . , .. �.. , � ' ��, �3, ��,,�s �: ;��.3 ,� � —�— —n— —r2— � �'n„� �@.9 : � � �.. '"i� � P/SYa 919 P/SYo / 2 P/SYO ENBJf P/SYo /3f4/3B $ � i 1 � . : � �1 ,'t"'�',54 .. ... . ' � ..�: . �, � I�-. �.; `..•• , ,�. �.w� ...�. . .. .., . . . . , ' ' �IIR � , L.:-__ � °M... . � . � r.�r +Tr �rr .rrr � -r-i —� i . i i i i i i i �' i i � i i 1 . � �`� �� ! � � � �c? . . � +`�i o- . _ � ��' � � .. � .. . Y .. . . q , � r � �!, � , � � � . � }�'� �°s � � j�,�,,� �}� �° ' ,� m � � x � � �� "'�� `�.�'�F � -� i"i �= � � �i . . . . � �.A�,'�'� �,, ,E,�., � . "' ,.. � �. ., � �e . �, . � o � M : , � r �. i- � . . . _ . (,. . - ;�.. � . .... � x � . �{: . �b�f � �a � �. ,. � . � ' ' �. rr ' . , '�'Y �" :,�� r �' * � � � � a ��'� � � � `�� a .s �� 0� . �,�:.. �a y �� , � m _ ; � , a � ::, p� '�-� � . ��-- - - � • � � , r.� . -�z �,aa _ ;"�.� t � P � $.: . . c - , �,� ,� � • . , . ,. . .. , � � ' _� � � ., ;�;. . �/� : �� .. _" .-.. . _.. _ . - * �� z o- . � % �, .,. �, � � �. . . . . . . � . � . . � - ., t � � � +�;-. .;� � �".# � � � "�� t�'�� r; � � �� % �'� , . ,. ,5. . �, '�� "y .� �� . ��y�J �'{a�� .. . �,� 4�� , . '1.� f3 � _ � . �,a' '1 � � Y- �. . . {' Y. � ,�R � �f � .. � . , �. . .; � � � .,�' . i . .. l � : + ` * � .�a I � ' � �V b � , ..r a � _ � ■ - {� � � �,�}" � � � � , "� ,. �m•'��. . � . x� . , . � • I - K { a 'y�„ � �� ,�:� � . U . ... . h �.��. �� `� ��, � � �E :�� .��` � �`� �,�' � , . ,� . .�,,�r ,� �.,- _ ��- ��...� � . . � � ., , ."K4 .a^ ..� +i . � �s,�"`. , .�,.. �� .:: . � ,�,... _ .� � � ' i � "� ' ' . `;-, ai � - . � F'I�a�' . ' � '^ I � t . J"� � • - �� , �f, � ` � . ._ . ., .� . y � �� .V- �, �� R �-.� �" ��' adr �`�AA �e . §a�.'?` . . - ' �i,, ....,�,� ... . a : �:..}Ik'�� . � .. . , 3. � � ��+ .� �, � �..x 4�� 4 _ ��" ,,�.'.��. , � ° ,o-,-' �sh - ��' rR_� _ °�� "'�:. �. �`,�. , . �. �+1 ,, , � . � �. . � r� , . +y� , • �'' � � �. � �,� �. �' � . y0 +._. : .. �� "lt�� ft . � .: �� r. . . .".^�t�,- " ., � ,. � M 1 �a y `ti '� ? � � T�., 6 ...�� ,.,.. ,� r.��` . ,. �x f � �: . ' ' , ` �. � �` � � �+ � � + .. � :.,�:. . . . � ` r. . r�i�, t ..,:� '� �4 �i�� ... �/ �b.�„� : Y. �at. �� 4� i u`�'�...,�. ° �' "� ��t�� "� ri �� . e�-. . '.1 �, . � d: � . .. ,. . � � .. , Y ,..` .. � . .�,N-„�� ,r.,.� b' � :.... � , . . .�Y .. . . :�T,� ��: `�`•`� "',,; ,.i•� . �`� � } a.Y; vm. �= � !n. � , , A h , �� .' �, F .;"1',.: =•`z:.. . .,�... ,g+-y.u�. ? � •� .;`i, . �;µ., Sk y � � ��n �;,�.: �.'�. ��_•` � � � s 1 > • . . , ��. - � �s �, �""�, � . � , . �� .._ i . < _ 3 :, �3` � � a . v r '�' �t; � �, '� '� �' � i �,. ��;,,�. ' ' ' :. . ° ' �. ,� ,. . � ,� . , . � , ;. � � '" ., �� '�` � ,, , . , ,. .. .,� \ ��` �� , �{ ,�, fi .,;r ,,,, r � � ; � '� �:� '�"<s �1 � � ` � � �'�+! 'a �� ., , � r " � �ir • � . ^� �a ti � ai� �,�' � s �� ,�1�. �`�3'b�'�,r^'� 9, 4. � � �[.�� 3`�'-��,�" �, ��7...::s .,�' � r_ .; �"»� ��* �� ": �a 5 �i",� i�� J�� ' ` �� i �' 'k„� , �%'` �,� ,�lr` q�^.:; seta� �`:� � "�+'p�� ,"� ,`� �," �1� .�,, �e�`�� r. . .. . � �q�>. .E4� � i �; i . . / .5 l ¢ul *�:' � , p '�' � � a .. �'.�`�" '_ }➢ �Y. g, �yt � ,st � ,r�',� � y �FS . ,„ r� � `ro, � � . / . �;� ' ?� ��s a �. �� A �� w. r��'Yt ��y � ,� :. �'M;� � c � . �� 4�: `� � . �.�: ��-�� d ,�' �E e � �` �" • a '� +<x �.�"� { 6h +� . r � � � � � I i � � . � �. � �� 4 � '� c �' �r € d��t^c a ':»a' ��i: � .�� i, k�`�?*, y'� �.. s�r : �; � �' �� =�� , r JACOB ALLEN DEAL� ,,• � � �.s�� .� , � �*' .�� ,�;;� , �: � �4 ,�"3 �. '" �.` FARM RECOMMENDED 1� � t' `�a*�;?,°�'" �. L �aa�� .v. � ^�'' �� ,,�� '�� :`�''#m�,�:� v ��` .� �� ,�c� ?«�� -��" ^ - g� ,w ^ . � . { .. . . ( : x. , �'. � . L � i . �'• ' ` 3u a."'° c � h , ` �& { �4 '„'l��;;req.w' � . . :§ . M �;... � LL �`' � NRHP BOUNDARY � � � , � ....., �, � , ..��:,._.. . �a .. . A�n=. �i �"w . � : :� � '� ,, . �`,; ^ +b�d' ;y��4c�,� . ,. �e �r�:., ' �"!� _ .x-.4 .:}� � � • � �; �.; i' - LEGEND �■■■■■� FILL ....... TRANSITION CUT - CORRIDOR -••-��-••-� CITY LIMITS WETLAND BOUNDARY ��M� STREAMS _ STRUCTURES � EXISTING TRAFFIC SIGNAL � PROPOSED TRAFFIC SIGNAL HISTORIC PROPERTY '' r. � � e - � �arRn v - 2s�ezaan n - -irirasaan v - aysa�rRn os'`.:� . ��'. � k ��` y S 1`l�l �'�"'' - . . D� PY9'�O' D� P3a' 2 D� p}r6BB D� 6� � ' �, i-� i-� i-�n i-na3r . ,. } ,q Q�� ^/yy .�. .. �� F �e��4.`� . . ' �+ .�� .M� �y "N *� �' � ��,�� "�"�� ,�'� � � ` . � � �� r � S;R` , ta ��.: '�� I - �� . � � � �� r�� ,�� .-�. .� �� .��:K �,�, � , t'� `� � � '�� ,�' � � � i ��,oE �� POINi `,,\i 1;"'✓/i � =+� PROPOSED TYPICAL SECTION ,».,. -v+- i' � a^ � � ..� � �� TRAFFIC DIAGRAM (BUILD� ADT 2013 �� ADT 2035 � �E �i$°s � �J �� . 'b_ ,x,, �� /�� .\ Hl�;hw�ly North Carolina Department of Transportation " StoCmWclteY Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN ��•",-°-'��'' (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 39019.1.1 TIP No.: U-3467 County(ies): Union Page 1 of 2 General Project Information WBS Element: 39019.1.1 TIP Number: U-3467 Project Type: New Location Date: 2/15/2019 NCDOT Contact: Matthew York, PE Contractor / Desi ner: CALYX En ineers + Consultants / David P. Bocker, PE Address: 1020 Birch Ridge Drive Address: 7500 East Independence Blvd. Raleigh, NC 27610-150 Suite 100 Charlotte, NC 28227 Phone: 919-707-6765 Phone: 704-566-4342 Email: m' ork ncdot. ov Email: dbocker CALYXen ineers.com Cit ITown: Weddin ton Count ies : Union River Basin s: Catawba CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th iin. miles or feet : 4.7 Miles Surrounding Land Use: Residential / Undeveloped Woods Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 62.4 ac. 28.9 ac. Typical Cross Section Description: Proposed 4-lane divided Roadway with raised center median New Location & Existing 2-lane Roadway (2 @ 12' lanes) with Grass shoulder and ditches Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 32648 Year: 2039 Existin : 23608 Year: 2019 General Project Narrative: The project consists of roadway extension and widening of SR 1316 (Rea Road Extension) from NC 16 to SR 1008 (Waxhaw-Indian Trail Road), new culvert (2 @ 11'x8' RCBC) (Description of Minimization of Water at Mundys Run, culvert replacement at Culvert Branch, and repalcement of culvert with new bridge at West Fork Twelvemile Creek. It should be noted that there are no deck Quality Impacts) drains and thus no direct discharge into the creek at the bridge site; additionally, the proposed bridge layout avoids bents within the creek. The proposed stormwater runoff from the proposed roadway is conveyed via storm drainage systems to ditches prior to outletting at jurisdictional resources. Non-erosive velocities are attained at locations where ditches/systems discharge prior to wetlands. Waterbody Information Surface Water Body (1): Mundys Run NCDWR Stream Index No.: 11-138-1-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: Aquatic T&E Species? No Comments: 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) I�lighway North Carolina Department of Transportation �� Stormwater ,,,,,..,,, Highway Stormwater Program �j STORMWATER MANAGEMENT PLAN �� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 39019.1.1 TIP No.: U-3467 County(ies): Union Page 2 of 2 Additional Waterbod Information Surface Water Body (2): Culvert Branch NCDWR Stream Index No.: 11-138-1-1 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? 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) Surface Water Body (3): West Fork Twelvemile Creek NCDWR Stream Index No.: 11-138-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) 0 � M � ., � V W O � � � � � � � � � � � � T _, � � � � � � � .3 0 � 0 � E 0 . � C w � � � � � ._ mo O � N� � x, �_ \� N (Y, C�2 � a SITE � O a BEGI11l TIP PR OJEC -L- POT STA. 2 + 1 .0� • � � V � � O V � SITE 1 T� �-485 RD �� / � M � � N 0 Q STATB STATE PROJECT RCPER6NC6 NO �� U-3467 5PAT2 PROI.NO. P.APROJ.NO. 39019.1.1 STP-1316(70 39019.2.1 STP-1316�10 � wwnoN P.E. ILW, UTL. U1�I01� CO U1�lTY LOCATI0111: SR 1316 (REA ROAD EXTE11lSIO1V) Z z FROM 1VC 16 TO SR I008 PERMIT DRAWING DOCUMENT NOT CONSIOERED FINAL SHEET 1 OF 27 UNLESSALLSIGNATURESCOMPLETED (WAXHAW-I11lDIA1V TRAIL ROAD) -�'�-, ��( UPGRADE EXISTING SIGNAL TYPE OF WORK GRADI11lG, PAVIIVG, DRAl1VAGE, STRUCTURES, F� SIGNALS � NEW SIGNAL WETLAND AND SURFACE WATER IMPACTS PERMIT E1�D TIP PROJECT U-3467 -L- POT STA. 258 + 50.00 � SITE 2 SITE 4 ° SITE S �t> s. SITE 6 6 a > � �C � -, � i° •`- ` � D _�Jy; ; � 3 BEGIN CULVERT s�� -L- STA. 80 + 77.93 END CULVERT -L- STA. 81 + 08.07 T U-3467 SITE 9 SITE 7 SITE 8 ° J ��o SITE 8A � 2(� BEGIN BRIDGE � � QZ —L— POT STA. 179 + 11.25 END CULVERT � �� o� P� 0 —L— STA. 160 + 13.87 BEGIN CULVERT —L— STA. 159 + 72.2�,, o� 2C� �� k,"�� 0��,`' ,�cc,�'� ��0�� -�.� N � W \ � Qo ��%� � � —� CLEARING ON THIS PROIECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II (WIDENING) & METHOD III (NEW LOCATION THERE IS A DESIGN EXCEPTION FOR HORIZONTAL CURVE RADIUS ON —Yl—, —Y5— AND —Yb— ,(STOP CONDITIONS) A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WESLEY CHAPEL AND WEDDINGTON SI� THERE IS NO CONTROL OF ACCESS ON THIS PROJECT EXCEPT U—TURN BULBS HAVE FULL CONTROL OF ACCESS. � � � J� �, _ :; �1 � � �� y�� oos � m —L— POT STA. 181 +32.75 J � SITE 11 �� II � � � � �� 'y�� a 3Q G2/ J+ � � �'�,yp �' 0 2 �y�w� � �� , ��"�,��„a �h, ,,o�� SITE 12 BEGIN RETAINING WALL —L— STA. 229+20.00 RT Q o° �O Q 2Q ��0� � �'L �`O � � // 21 � , s�l �� a �� } �ti —Y7— STA. 20 + 50.00 LT GRAAHIC SCALES DESIGN DATA PROJECT LENGTH Prepa•ed =^ �he orr=�e J HYDRAULICS ENGINEER � CALYX ADT2019 = 23,608 • '°`""��"�"s°"""�s rJO 2rJ O rJO �OO LENGTH ROADWAY TIP PROJECT U-3467 = 4.653 MILES FOR THE NORTH CAROLlNA DEPARTMENT OF TRANSPORTATION �� V�OWp�y ADT 2039 = 32,648 � c� DHV = 10 % LENGTH STRUCTURES TIP PROJECT U-3467 = 0.035 MILES 2oi8 sralloanD srEcrFrcAr7oxs �� g°o PLANS D= 60 /o RIGHT OF WAY DATE: JOHNNY BANKS P.E. � a 0 CALYX E Cn C SIGNATURE: �niu 50 25 0 50 100 T= 4 %* TOTAL LENGTH TIP PROJECT U-3467 = 4.688 MILES �Y 31, 2018 rxo✓scr,Haxacsrc � g V= 50 MPH ROADWAY DESIGN � PROFILE HORIZONTAL = o o LETTING DATE: STEPHEN C. BROWDE, PE ENGINEER �� QQ ( ) TTST =1 /o DUAL 3/o _ p o cALrx E c� c �Q papp�Q �O 'S O �O ZQ FUNC CLASS= SEPTEMBER 17� ZO�9 PROJECT DES7GN ENGINEER URBAN MINOR ARTERIAL PROFILE /VERTICAL NCDOT COIVTACT: BRYAN KEY, PE r.E. l � REGIONAL TIER CENTRAL PXOECJ MANAGF'R M 1'ECHN/CAL SERV/CES SIGNATURE: See Sheet 9A For Index of Sheets � 6 � � O ¢ � vi N'� JQN UNW Z Q��W � �W > �QOQ � W�22 � WO Qz�z w W �w�w ~QW� Q �WQW �2?2 W~�O U U � � Q�2� ��W� �ZQZ ��U�OU WW�W � jjW� aaoo mromm a000 �� 0000� I I I I � 0 000� ��V �� N a��a 3333L 0000a �� c� � C � 0 i � +� C m e c 0 � w � � s � i � mip �/� �/ PROJECT REFERENCE NO. SHEET NO. C/�1L I X U-3467 4 . i � �iNeea� �oNs��i,.ni RNJ SHEET NO. �� MATCHLINE -�'_ O a�sorrevoNRono ROADWAY DESIGN HYDRAULICS - -L- -Y- � Pl Sta 9+40.8/ Pl Sta 2/a-64.93 Pl Sta 24+90.39 Pl Sto 30+52.85 SEE SHEET 242+50.00 �' `"R° "`�'s,a ENGINEER ENGWEER � _: ,9,z �; p=- 0° 27' 39.f" (RTl �_ l6° l4' 32.2" ��Tl p= l° 40' 3/.6" �RTJ �= 0° 28' S3.5" fRTI w Q �""� 9,�=°m D= 0° 34' 22.6" D= 4° 46' 28J" D= 0° 47' 36.9" D= 0° 47' 36.9" a -�� Nc � «F-�aas L= 80.44' ' L 340.18' L= 2/l.13' L= 60.68' _-- � T 40.22' T= 17L24' T 105.57' 7= 30.34' ,z5� � � � � R= 10.000.00' R= 1,200.00' R- 7,220.00' R= 7,220.00' � I o Q \ SE = NC SE = NC SE = NC � � , � N � Z � �� s, �� V= 50 MPH V= 50 MPH V= 50 MPH `� ��e6 � 6,�. � � rie ro� � \ �� - .. - - a �. � , � �'� _ �/��q� �� _ ' Ex. A � -..� ��;�� DOCUMENT NOT CONSIDERED FINAL - - CURB & ` _ ..� , . � � , ,z� ��' �� uiiee "� � �� , NLESS ALL SIGNATURES COMPLETED �' U ��>,z j33 — � sioEw°niK neTo ex � � �,A��\: � PERMIT DRAWING �� 3ti , � SIDEwALK� _� a� O � � R 25 —, �B �; ' SHEET 3 OF 27 P ovio �vur�r+ ,�5 ^^' , ��0 w / � i i . � I � -' � i � i i i � � �: � , � ' � "��, �� SITE 1 ��as �3m � � �� - R-2 � � i i i i � � . � . � I � _ y / � -� � � � � ip E— � �� i i q�_ ?� �wF � � � � ' � e �� , � ' �,�- �; __ �,� m a �� J � � � ry / ; ' -- � -' �2 , _ _ _ Q � � � � � � / BL� _ � -� REMO �i � � F �� `�� _,�— ��za /� � i � � � � � / � 3 / O� �� 'REMOVE i/ I I CB :��\ 2GI R=120' 36' TYP } �� C �� _ >z> �2 ___ A �� - .. - R=i3o, E-�� w ,v ..._, � 15' RCP-IV � i I ,�h .15 , C C -__ ___ _ �- -- -�R` � = � CB � �22 �2� m ',.. .. REMOVE 45 LF 6 � I I I ' .. .. . -�,P � ZE ' V AND RETAIN � i l I I I � �� RCP� .; . ,5 � UE T�.EX.CURB 8 GUTfER � �� \ ��DI /� �� z � I I '� �� g 1�'J 1i� � � � zj �.� � � - . ,,: � � m ]2 ____- �>zy, � ' , �` �- 170' TAPE2 �' e I 1 �_______ e �.iN, a v ` � � : _ I �� — _- " � � -_ . t � � �� - RETAIN �� 6" RGP- e �5" RGP N `' _ y� _ _ I _ � �� F /�^ _ _- __ _-__ - _ - �.-_ : _ ,� -_ -_ - - RETAIN - � 1 ,.o' r� j�� Cg_ -� RETA N -_ p .. _ -_- � -- frREiAltd =_ - 9lFfA1N- � -. % �� _ B _ _ OVE REMOVE I` g o `� � . � � 1 _ . � � I � I _- .-.e_' — � � r =.L N� D I 5„ ' � � o O N � 5� RCe \v Z •- i C B O _.-_. — �� : � . . . . . _ . + � . i� .. �� -' - RETAI ' . � � � o \ CB t!+ m � ,— N - . � , .. � "" � � 6„ �URB & GUnER C � , N � - -__.- -________ _. � Q .. _ - ' COR � ER ____ _ �. _ ___ � . ' .. _. Z y„ CURe & UTTER P v _ e - � CUR __--- } N H H _ N a �,. \ CB `n GU�__ �� -' � � m�1 N w ^ p .�� . � RCP-IV �_ " - �Y w � � REh1aVE n ' . . 2,_y„ �� g GUT�k �B = - - -; % n' � v=i n .. . -- .. .- _ �, � � EF � GB � - $ GUnER �� W I '- r REMOVE � � � - REMOVE �, o . � �-� --7u � 6� CURB � - � —. - , ' ' � � __- ''\ w W � _ � - — — — — REMOVE , � ' . � � � � _ O Z� �� i r . .�_. i:' -��. � `_ � ___— _ _� - _ __ � � ---_. .. , -- . --.�_ . .--_ __.... � REM E� _ _-_ -- �_ - __ ______ _____\F--- - 'p0 2 . ... . 1,�, _--_-- . -- F V _ �I . �_ . ... . .._ . _ _ _ _ _ _ _ � 15 R - y "'? C �y_ ____ _____ F __ �-- _ - � H � R � . � . B i`/- � i H � -- _ E- � � -__. rtC� _____ _______ __�-�-CB_________ _ C�--DQOP � ti . � e��'C_ ____E , . �. � -- _ ___�e _______ _-_ �2 __F_�gR/y�.� 5, � � I I I Iz) / �� E.---� 0LF / .'�. y�� _ __ N _ .#_. . � ' .I.�. % c 6 REM RETAIN / —_ -_ �-. , � �� / � MPACTS E3� ' �� ' 'Q°e ��— ------ W" � � I F i -'`_�_ e , , 16' 15' R P _ ' AND e� e� � � ---- F re �a� � �,, r STREAM & WETLAND I �E � �F F E�� E V � � 100' TAPER . P E d ppE Q� R- �� h , II i � � �/� e�� DENOTES IMPACTS IN I I v// ' J I ��r ,_ , � .,�.� � O , ��,`.______'___ -- , � ___ /�;.... � ,� �\ II.. I � i �� i e;�i� M AOCTSS NEMPORACE WATER RETAIN � i// y, i .. / �l . : — -_- __... � . \ 'R \ \ J� ;�I i � � 1li � q � y�� . /,o I / ,� . CL B RIP RAP ', \ ` I P RET IN \ \\��5J '1"/ � m ^ / � C , B RIP RAP I �`, 3 TONS � . . REMOVE � ` ��I � � I fi _ lJ -_ %�� 5 \ q / / . I I _ �/�� ,. ' _ .. . �' I ' O '. �� . - �� m 698 11 SY GEOTEXTILE . I ..__ � / / 5��70N5� � V i I i i i �.. - a � �� -- , -� js� . / F I!I j � I I _ _.._ GB-� „ ; � . ti 6 yV GEOTEXTILE � � � �1 �/ ' � � � i � RETAM ��-- I '�� \/ { � �'�� LATERAI, 2 ... 1'� ' .. � � I . � / v I � / �___ -� � 6 .r / m � ` y .qSE bfSCH W/RIPR4P � m � ; / � ; /1 �� S�E DETAIL 4-A �m m" � � � � .. i � \ : � n � 0" m seTniN � � a� 1 , 6 � � � � /� m I i � ✓ � a , 2 I � � � � � � I / � � � -E7LDITC� � � � � MaTrHEV� :. � � ' � m m � ''� , �, I I r aNA � � �� \ ; � �,� �� D Jr, `/ 1� I i u. - 'ea .-/ I < ;I � q .� De . �. v t � , � ��: � wi��.--- . .vE � f j �. ' i DETAIL 4-A � � m � � � � : . � � � , li d , � � I I LP.TERAL 2 BASE DITCH W/RIPRAP /� �, �. \ INo��o Scale�' e ... . ...... ' , /Q � � ' h 1 I I �� / � � � Nal�rol � .-_ '� I , � I i� D 1'' s �.,__ \ _ �- _� I '� / �� m�`� � I � Gro��d 7y ♦ FllaPe . ,h/ d -� • i �n I ' �II �� - ' ,0, Fobrc B Mn D=1 Ff. 1 W I � DO NOT AC UIRE PARCELS ON SHEETS 4 5 23 AND 24 `'�/ a Ill�li ' Im / 'wnenB:<60' BazF'15Ft. � I 0 �LL � �m5 Type ofLner GL-B Rip-Rap b=5 F�. ,� i ��,.��:� I I ' � GBENGa & JOy6E-�K0 �0p �m�/�� zW/62� S L gTEXTITA.24+00 RT UNTFL U-5769 REVISIONS ARE ADDED ""P , , , �� , � ��;;�� I � I ii, _ FROM L- STA 2 5-�20 T RIPS SZ i '� B 4i Y Y GEO LE G 273 � 96 � a I Illvk, � '� 'i � P IP�9 �/ 0� �.�/ �..'�I i .. � �, � � ��i � �� mz � i Sr � � _.... ; � i �,, 1 �0 / m� /�'� 1 TRAFFIC DIAGRAM ADT 2019 �0 22��84 ADT 2039 r � 30,704 I Z 7,944 2,780 _�_ 8,664 ,I �3,180 72,376 SR 1316 �� 15,256 18,488 /� -�- 23,928 5,328� J 4,380 9,968 6,780 � 21,800 r v 35,600 Z j _ 6 nJ / �_ . � � \\\ ; � . __ ; f RETAI � � i i I� ,� '; i ' i � / 6�8 �. . / �s � / - � � I i I \ k // J . _ _,695/ 2/ 690 \ " . -Y � I � 69 .._�6°'�' -689 6 ,� S �23� i/ � / g� � � � I I I � �� I� � / , � � 6q6 // 6� . s � �_�( � � � I , � � , � — � '�o-" ` � ... 686 / 9b p/ X C B/ � .�` � .. �. / + m � � — 6°5 � � / � - 0 \ / / I ,p �m RAJEN N& RENl1K q� PATE \ S ,� `° m� �'9s '�J / � ' I�I �� a DB 5302 PO 743 1 �mm � 9 �_. i �6�' �� =� � i 00L o - —� "- �Uf� � ^ � 1 PC 0 PG 194 f �— � �" � � ' / �/ +, , � � � � �I )I�I � �_ _ , � � � � . � �� / /� � i I I I� � �I 6 6 � , /6" ,��' / � ' � ' , ,i m1� ;; O s �9 �. /h ' ;.� EXISTING TRAFFIC SIGNAL ATlba_ ° i rRETAiN_ , C�CONC. SIDEWALK /MEDIAN �,, m = � / / ` � , NOOTES ED SHOULDER � �� .. . .. I ... "�.. , , m i . , .. . .. RETAIN �.' ;,: _. � MA7CNLINE -Y- 4`� t SEE SHEET 31 FOR -L- PROFILE � ° � STA.23+00.00 � � SEE SHEET 23 �� /� �/�/ PROJECT REFERENCE NO. SHEET NO. -L- � C/�L 1 /� U-3467 5 STREAM & WETLAND IMPACTS Pl Sto 34f53.08 E"G'"E`R�.`°"�°""� WW SHEET NO. �= S2� 32� .30.4�� (RTI b�soravON reono ROADWAY DESIGN HYDRAULICS D- 4' 46� 25.7�� caav, Nc nsta ENGINEER ENGINEER pFanc 9�9. . 912 L = l.100.43' �^��xe^geee��.=om T= 592.32' N� ��e�=e « F-, 333 � � , R = 1,200.00' �SE = 04 F DENOTES FILL IN wennNo V = 50 MPH F;� DENOTES EXCAVATION ' � � �`//11L`�LJ w wennNo � � �9 � I , � � � DENOTES MFCHANIZED �' \ I , , � � � — � � -. - � � I +�.�.' CLEARING \ � �� DENOTES IMPACTS IN \ e I �18-- � O / n t\� l �� \\69e \ss 69s�� ,�- Q ...__ - ___, � SUaFaCe wniea � __ i.,� - m � � � - �� DOCUMENT NOT CONSIDERED FINAL i DENOTES TErnPORnRY �s —� �w �� 1 y �" �� . ��as �'e9 s9�$ s� �ma � pp IGNATURES COMPLETED 6 a` P- UNLESS ALL S � C, ,� � e��\ e � o PERMIT DRAWING IMPACTS W SURFACE WATER � � � � �m 3 � ` � s - 0 \ - _/ ti a� - _ - - �� e s�� . �". � �� Q '� � � SHEET 5 OF 27 �'_ �� ' � �` � � �93 �� Z . . . . .. '� ,. ___ �-____- H00 R L E5 hFE.L ` � `- � _'__/ � V� , .. �// '__- I � '� �s _. I' . __ � `� \ � S em e ��2 \ / D�/349 �PUo 775 � �� ,\ � �- I � � � � � 1 ' �: = � �I � ' - I ` � r �/� / sa MkqY N.KRATT ET EL �e \ / ' / � ee___\�� 6 � . i -- - � / \�� e I . \. � - e j� BASE IILTLH G I ; ( \ i � . 8�6, 93i PG 388 ___, � a .. \ �/ SEE�UETAIL 5 B m \ `�� sy �. � � UE �� , y � a � � ; .�I � i , se i /� � � i � m . E COP �.ORTH660%.CF1tlFfCH ... � � - I ` '�. j ! � 681 �...., � .�OF $T MARK ING-� ___--_-- � l 1 �� -68] �'e 695� 0 �_ ) � .. CV �J66$-PG � ]�' ]m � 6 , / �� ..___�-5`" �r ,;, / ` ' � sa\ �_ m � / � �.,. � ' �' m�, � e �_� __- .....I ,,.. ._ / . _ _ 6 �' " n . "l05 ]m3 _ � . .. . - - �p� _ `,.^ ' . ._ � _ 694 — � �693 6� i �\ / � \�� . 575' LANE SHIFi L7 __ , 1 �� P , . ..� . _ _ _ _ ,.�.__ _____ � - D � >e� �'. . - �'s 1 � �. �.. E � \—� ' .. �� eam� . � ��a ,,, _ � - ,-a� cE��E--- �- �i eT � � . �CTDBON'-4�0 HEMBY ET EL >� ... ______ . — i . �;�� = _ � t ___- C � � ` A �� G � f ��. __ _____'_-____'___ �- 10 Pd'i56- �_ .___ _ ' � � ��' `� ' � \ .� � , , __- __ w m_-_-_ ,, � - � , 1rcL ,�� , , � CH W/RIPRA 6 SE � � . --_ � , _� � - - � ac i vic eae $ t t� ��. . \ � � ,' . �- "_ °- I R � * E �-- - s 1 , , - = .- , r; ;-_-- R ---- ___ c c —E � Q 'ri � °" \,- i�'i p � -. � . � ` `"i� 16�� +� � - ___ _______ C , �. -_ _ � i r � _ c . � � � �� ' � �_ ' p�� R _ _ _- ---- - —� R �� ' � � ` o \ R --- ------- ------ --- - R — �--�� f � � � • � i� G / o- o N CB/ � '-b" CURB & 6 , � ___ ' ' �--- � Q �k-i- �BERM',2' BASE DITCH � I� -._ I 15" P- _'�__-� \\�� Z U � o �` ` r � f I� �/ __ . � CB DROP 6 ��', J� `SEE DETAIL 5-B � � `5... __. N ' ....-� BDO � I / � � ER � O � . v I✓ i o e ro- \ � ' CB O ��W �NE SN1F�. + / R 2i10' . N.. � i�"� P � ' ' CB �" �: _'- _� v `� __ . w�i � � � - 5' i C „ � , _ � \ V � � � OU� 1� 18" W/ELBOWS � _. _ o � -- � . \\ �Q i /'"' L B 1 " RGP'N �:�- .. . . �,�„-CURe 6 '� TrER - � \ / _ [ ^ � n� RE EXT c I�¢� � � /�� '� y . .� � i� � CP ' > - ___ __ E ' EN � \ va \ ` A - �UB 2� ER \ �� \ � �1� 15' P -- - - 15" RCP N � CB � - � . � �� PP / ' , � n _ - < CB 8'" BC -IV Z �� . ___ \ ,�4M� � �ZON �1P�� /G � � 1� CB i .�;. /� � ��,f 'O 15" RCP-IV _ „' � �\9, ��` � / �� _- ' �g { � / k�� ' Q�z�WO� /N / ' . '.,. < . . _ \ � `" �E -IY �s„ Rce-�v 6, � , A —� � , , � �W� -- ~- � C / CB. � a I� � _ =' � / - _ ,�� W�� p �U'Sl_3 _ 1i/ / / _- � _„ - r"' � . . � _______',�� c� � _- . �I 7' 6., C �� v� ___ _ P 1`ll � ' C RB � �R�`� O , � " _- ______- � , �� O ,wQ ��i�e-N ' ' �. -- �►,fJ 5 R� �e + __________'____________ � e___-_-E- �I s ��,, \ u�� 4� ' /�p � � R � i � - - - � �, �QWo � , � - � � -- ---- e-- ,,,` ��__,\ ,,� �� -- �� __ = ,=; � -�i► % °'= � - -- '�P � r ��E��- � \\� ,I . � �% �~ ^�^ - � /� � = ' - I �, � �wz� - i � / � � ! �t ' E - E .� � ,, , b Q � � / , �� . ,,, S 3 . � Q' z�ti� O ��CB �/ � utSER � G ENS, N/i CB � ' �� ,. � � E� �� RCP�� h��4 �� z� c> o " / � E - � o o ' R�� R R� � � ca e � � � mv � a ��F �� a� i Q� ifl �''. E �� A ' / - _ _ / / TAIL C11TCH ` .. � � / .b„ RB & 'C� � A 1� i � _�E --- I , c i� � ; �i �¢�� Q r ✓ N P< i ci' � I,�� '/ / / / � / Q i �� . I \\ �� h� / DSEE DETAIL 5-C --�-I � ` � �aCL fR�IP RAP \ 5 RUZiTJRE� ^ . 2�y�Cr � � z M 1� �� \ _� ��e DE = 200 CY - 15 TONS � Vi � a / _ CT� .0 , . � r �o� '- — - � SITE 3 � �� so sY ��r�r��E, E�� , � �., �' P m � 0=13-2 CFS,�� : °�� / i! ` 410-24.7 Cf -.. � �` p� �(J OOOQ r w � .._-� � ;%-- - t� -. _� i m . via-z.o FriS � JI 1 C � n. WWWW N W ` \,. R 6.3 \ �-'" // / '� F � 3 _ V7 l9 FTjS ! � �' � �..., OOD AL ESTATE.LLC. � d ;-" � ;: I . . �.�y � / � � � � E3Ei 0 I�I�I�� 1 J� � -� � -o+3E 1E � . �� I DB3 �0775 / . _ , `p� v�v�v�� J � '� ` -- �. �p .� »>> � w '� aS6� � �� _: --- „ ` . � �� - _ -- � � � ��0 W � _ � � Pi�� , \o E� ` - •� . � � \�_ -' 9� � � � � CL IRIP RAP (EMBEDDED) 6 � � � � T / �\ l5 TO EE E� � � � . � i � ; � `6 . I I I J � - �% R` � 7 r s� � u` . 5 \ MA'Ry N. dRATT �� - NS - 5 DETAIL 5 p �\ (03 , -� . , _ ` 1B �^%%�MM� . � � ` `� \ = _ / � \ / _ � , \ � �\ D��9 0 PB 3E8 30. SV 6EOTiQ(iILE N U � STHU 7 4' 8. C� � ^� / '� \ - 0000 1� . � � — � � � �� NNNN g :� ��p . �6 w DROE,�,pUE CL I IP RAP � � � � �� ___ -.. A .� .,.� C7�1 \\\ � / . � 2TONS N. \ � � .,� 1: �.. . \ssy 6�a� . cDCDCD�� 2 ��a= �'__� tG ' S SY GE67EXTILE ,� -lf�r 1 \ 6j�- ... I66" �,\ I\\ ssa .. OOON ai �y � ...__ ��o a ��_� . . O� � � � � � ��- N ..�� , . � . � � , � � � �� /� � . 000� o ii ' % 1 ' . . ' e� � � <B p� \ � e�3-_ - � � � `i ��66 , - ��o � SITE 2 , �i � �- } �� s» s , � � � � e zzzz3 �`� � ��/ � � -_ �q � - ��/ � A 0000 � _ - � ,� SITE 4 �' , _ �� , \, �,�� »» JB � M � �-�-' \ ' � _- �� / � � DB R�6 277toRD'/ I `` � ,� \ � �- 6e e � � .. _ � �se� \ � \ \es ��' �R �, . FS IP ia�l � � ..�� _ �� '� � �� .� ;c��ss� . Q TURE 5 0' 1 49 � QQQQ .� �\ I � 6 �� .1 �� 'I � . . � e . d � � OOOOa �RETAIN �' I \\\\\ m m / f � � �� eL9 � ��\\ � �9 � � . - v � � � ., � I /� y � � ' � _ . � � `! S<g ' � F v _ � v I�I�I�t�� .. � i � � �. - , - / \ � , � � �\\ \ ., �.� ,.�. � �0� �( � /� / '� / � \ _ � � � � � � ��a � �� s �� . ... V, °_ �� c� i eia anP � ooeo� `� � ___-�- � Q � s DETAIL 5 E _ � '� � �W TONS - SE�FM� �E ;��s�� _ � - 6�, c EMBEDDED RIPRAP \\� � DETAIL S D � �'` 10 SY GEOTEXAILE \� S —/ 6�5-�j �� /�� .��:� ��'�� 1 S--�B / �G 8 0� I��t��s�oel �. HEAD DITCH W/RIPRAP ��. � � ,fFAI� DITCH W/ ' \ , s�\ � / �/'7C � � �~\\64AEit'DI.dMONG H M�,�LyC.i a�„ral �eold \ INo�ro S�ole� \ . 'EM EDDED .RAP :. �, P��\� 9 c,o��d �,o��a c�o��d 7 •♦ c ��d ~ SEE DETAIL -! \ . e�4 . F E � SITE 1 � ` � ,�, _ � � ' � � � � � �� ,, � d � ' GL I�tIP �EMBEDDED) �✓,p.� � ��6�2 �� / -�-\ \ J �s ea�a� 1 ^ 33��.T�NS SEE DETAIL �E \ �s� s�t �. �� p'�i�e,poe�� g Min.D=1 Ft. +' ' 66g � � � � � Gea�e.� a � 62 SY OTEXTILE �l �h'ss � � - / cha��a e,d � o SEE DETAIL 4 A ........ \ �—� .. `%� 6 I '� ��/ �' IVoiob1el Moz. d-1 Ft � F IATERAL2'�8q. 'DITCH W/RIPRAP � \�rJ li�s �� e�, � \ \ '� p/ , wn s' � e.o B 3 C(\ . �, .��'f ` �� \ � ' I I j k�xoo Keved n SI P Ft6.J o ... e ol Li C \ �� ;: f I L- $TA 24+00 RT Type of Line CI B R p R p 1 \� �\� � \ I L- STA 36 F82 RT �� STA 35+75 LT DDE 30 EY DETAIL 4 A iz roNs tt e aiP anr ,,, �� s9s � o DETAIL 5-A , � � �� . L4TERAL 2' BASE DITGH W/RIPRAP � WY26 SY GEOTEXTILE � I g . (Ho�to Scale� / TAIL DITCH W/EMBEDDED RIPRP,P �,. . . `69�\ � (Ho��o Smlal 1 ( . . � � � � �-- e-y DETAIL 5-C �'i � __ � � Nalurol NaMol � �� H m�oi I--- � Fn c�o��d 7 � c�o��d , TAIL DITCH � � �� Ground z�) � �. � p ti' (Noi o Scole) ;L �VAa� d � 1'� siov� d i �� A \ � ? \ Fl�er B S� No�ural Naturol 6�� \ Fob: c � �� YPe of liner- CL-B Ri�aRaP W Goore.v�le B Min. D 1.5 Ff- \. B Gr'uFd � A.\ G.ound � ^ s 6 Max. d 1.5 Ff. 4�) � / Maz. d 1.25 Ft. � A �V � � �� h � a�� < eo- a-z F�. ne� e�, < e.o s- s F�. I � �� s �' OCONCRETE $IDEWALK /MEDIAN �� ' ' � f, b-5 Ft. Slope-2.0% Min. D-� VARIES � Slopes0.30% 'S\ � . . .. . . T . . . - - NOTES• . , Type o! L ner Class I R p Rap ' � � FROM L- STA. 23+20 TO STA.24-00 RT -L- STA 241-20 RT; DD'E=20 CY -L- STA. 33--47 RT; DDE = 200 CY SEE SHEET 31 & 3Z FOR -L- PROFILE �� 29 TONS CL-B RIP-RAP 24 TONS CL-I RIP-RAP (EMBEDDED) ... W/62 SY�. GEOTEXnLE W/50 SY GEOTEXTILE . - � � , ,� � 150 740 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PERMIT DRAWING SHEET b OF 27 � --r�� . �� a � _o � � � � m i � � � t � 1' c � s � � �� o�� ,_ 0 ;e� �� _ _ 700 , � � � � � � � � � � � � 700 �' _--- --- --- - , - , _ -- -------------------------- --- . _. 690 •/ 'L' _'-- ------- -- r o � � _ M ,I ; _ 690 \ �''I ----------- � r � ^ � — _ ._ �;----t- � � � . SITE 2 687.86 � J - I �,r�-T'°0�° -------o-�----- � — 'O 0.020 � z �: 680 — _ � 680 -- ----- ----------- 2: � ---- � ------------�_-- ------ -- � � �. _ _.. I . .. .. .. .. . .. . . ... 680.92 ____________________ 'r' _______'_- I . . '_'i__'_ ""'__ . � �� . � . . � . . I .. I � . . . "'__'__-� 670 . -------------{70 2 7+ 00.0000 : � '� ; _ � i . ., _ _ __ _ _ - � �� 700 _L _ _ __ s ., � � _ ____ , � -------------------- 690 ---__ �--.1_: _ .1 .:• 670 700 S9� .:� 700 690 680 � _ � , - , __ _._ _ � _ v _ v ' �� . . , � . .— _ . � �.�2� � �� \ ____ . �...— . . � g Ili� I ��. _ � � �----------- Z. � � ' ---- _ _ _ ----- ------- ---- � 681.49 ----"-'----_ _'____'_____ ,.',. i � 0 26+01 I$I ___________________ p N "_'__ M _____'____________"_ � . O , . . . _— __— � — I� I� ------e---- op o0 I ao --------p-p26---------- � ,o ---- - --- - --- - - 'O - — — — , -= - --- �-� ---------------------- _ i --------- — ------'--- _.—____ ___ . . _... . . . . 66514 ��. �� 25 + 50.0000 , , _. —L— 150 140 130 120 170 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 SITE 2 700 � 690 680 670 700 690 680 700 690 680 ---------- --�----- '° 70 80 90 100 110 120 130 140 150 � � , ,� � � � � a � ;d � � � � m � � � t � � � � s i � �ro� o�� ,_ 0 ;e� �� 700 690 .:I 7/0 _ 700 7Q0__ __--- __ __ __ _____. _ _ _ --- __ , � --------------------- � � �•y- �_� __ ----- ---- ------- ------ --- --- --- --- - ----- _ 694J8 �,.., � � � � ------------------ � 690 � . ��?.� ___------------ -- - �� - ------------- � � P 690.65 --------- _______ __— — , . — _ — _�__� I .i -. . . �O 1 �, � O � � N 680 \— e 0.040 ,^� � .0 3' � � T — _ �� 0.040 � —. � , _ — — —�—., -� 30 + 00.0000 - _ ------ - --- �io :- --, .•/ ri• �:%II� -- _--- _ _ ----------- 680 _ _ __-_ __ __ 7/0 _-- . , -- ------ � - - - -- ' _____ _ _ � �-_,,-� _, ,-- 700------------- ' - - - - 700 -------- - ------��— �.� � -- --_ - � ------ � - ---------- � ------- � 693.65 ------ ------ 690 ?•I -"------- � : � 690 ____ o __, , _ __ ----------- . I . . . . ... ..... �, . �O M _"_"____ . . . . . :. . . . i.. �... i i ,. �;, , :. . � �(1 i(7 '_'___" �.. � I . .:. :... . OD O� 687.89 � _____O __--___ . ... ' . . '�. �. . . _____'_ ______ . _._ ._. � _ � _ � ..._. _ � � � � `p 0.�40 I� a0 680 -- ,o ___ i. i: q:1 �--------- 680 - - - 'O 0.040 � .. , ------_ ---------- �—� , /— ---------------- ----------------- - - 29 + 50.0000 � _ _ I 7/0 70(7----------------------------- --- 69C 68C ----------- � h V' 690.16 '_'_ _ . .. ... ... . . . . . __—_ _r____ • � � '_'�' ,. � ______'__ ' � ______ i � ao . N 3:1 �'" ---------------- 'D 0.040 i. ^ -------- �, �o i. .o � --------680 F r — -- -- � 0.040 ^ - �� —� - 30 + 50.0000 � _ - _ � 7/0 - - - i�� . �� i....... ��i� � ,� � � ----- � ----- � ----- , ---<------- 150 140 130 120 170 100 90 80 70 60 50 40 30 20 10 7/0 I _ 700 I _ i r . _- _ _ _-------i .': _ _ �:_ - : - I _ 690 ti --- � --- - SITE 3 ---------- �------- �° ` � -------- � -- ' _�_ __— -- -- ; . 66518 ^ ^__________�'.—'� ___ . . . � "__-- � �.�3$ T —__ _ � � ___—� � + �O.��Q —L— 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 680 150 740 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PERMIT DRAWING SHEET 7 OF 27 � � , ,� � � � � � _o � � � � m J � � t � c � s z, � �� o�� ,_ 0 ;e� �� 150 740 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PERMIT DRAWING SHEET 8 OF 27 , _ _ , I� , _ _ � _ i ,iii _ _ _ i i _ � _ _ _ � i �iii _ _ i � _ � i _ _ � i i _ _ 690 i � � � i, i n i i � � - i i , .. . li. , .I i i i _''�\\ __. - '� _ — � ' _ . . ...... .. .. _ � ,..,. � � � � -.� . . . . ... . — -_ ,. . -- _,�� 'i � . .i�. . �,ii ... ...� .'i i -.. � . . .. . ...... ti . .... .... P - . .... . ..� �. .... .. .. .. .... . .... ��, . . ... � . . � . . ... .. .. � � -. �.I ,� -T . '--� 00 N 68� �" ti .p � 'O --__, �c • o. r� � _ I� �________________-- � - � . n �: . n; `� A.t� /t�—. � ' D.QQD � � n M . . ""'"__- �. � `__ W —'__-_ �O Q.0/�8--__-_'__"^ t�:� - - ___-__'___ �— _'____y_ _________ . . . '__" `-i -____- -� -- �-'_ _'______-_ 670 .•� _- -___ 680 — -- - --------- .•I � _ ^ _ __ . _ . --- _ __-- _ � °D --------------�--- ---- � ---------- n • ao ------------ 0 680 --- -------------------------------- ---� ` r9--------� ----------------�----- � 1 � , ; , r 3 --------- ' ----- „ 0.040 ,o i. v ----- - — � / — asr.az--- -�r° 0.040 � —_—� � .- � �— ---�-�� -t� � F�I I i i� ,:-�-� � 11�� --- - ��_ _-_ � _ . 32 + 50.0000 __ �_ -- � - --, 690 ------------------------------ ----------------------------------- ---------------------- � ------------------- 3� 7 0'� � ------ ----- • M �________ 6Cg� ^ � � O . i � � 0.04� � 683.89 � �j .— — _ .. .. ... � � - � / � I _ _ _ . ... . , :� . �. �'- _ , , , _ ; 32 + 00.0000 �oo __� _ � __ � _ __ _ _ � _ __ - -- -- ---- ' . . _ ___--- -___ _------- � ------------ 690 ----------------------------------- ------ ��------------------- '_'_'_____'_____ 3 ��/ . •. --------- -------680 J� -- J � --- _ � __' _ _' � J�_ ?7 M _______'___'_'_'_'__________'_'___'____'_'__'_'_'__' - - --- ----- -- ---- -- --- -- . � I� 688.19 � , ____________ , __"_____'__'____' 680 ---- � o � ��,' 3 0.040 �-T — - — � 0.040 ^ - -- �o , __.�.,_ . _. _,_ . __ ' _ - -' 31 + 50.0000 � � � � _ _ _ _ -� �oo �_�� _- � � � � { _'_'_'_i_� 690 680 ---------- � - ------- — — - - -------------------------- � --- N N 689.03 � ____________________ P � O � 3;� 'O 0.040 � � � - '� � T _- - - — '° 0.040 ^ ; — ,o �� —,, 31 + 00.0000 —L— 150 140 130 120 170 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 700 690 680 � 700 690 ----------- F�R� 110 120 130 140 150 �:%II� 680 � i 670 � � , ,� � � � � _o � � � � m � � � t � 1' � � s i � �� o�� ,_ 0 ;e� �� 690 680 t:�lU 700 690------------- �ii� � �� /� • ---- �. �-� ----- n -- , o, ___'__'___________________'___'a___�.`%___________- M \ ,�_T � 0.�40 � 681.45 ^ �- T 'O 0.040 — - — �T -- - -- --- - _ - , - � -- _ ------------------ - �---- 700 __, _ __� � ----------- --------- 690 --------------- ��_ � � •i� 700 690---------------------- .:� 670 III -------------- 690 --------------------------------- __ ___ __ _ _ ---- I r . � , , � - -- �� -------------------- ------- --- \\ � � 666.30 ________� ___ ESO �.. � _-- . .. • � � _"'_'_' ____________ __�. � Q` � ____-__"'___"'- ' `O 0.040 ,^o i. ri ___ -- — 0.040 ^ '" ---- ; , � ------- _ 34 + 50.0000 �T-- ------------ ; _. � �, � � �i� �. �� I _ �.� �� , � IIII/� �'''' I I I I I I I'_'_:�' '_I I I I I I'_'_�J.0 I I I---L' '' i i i '�' ' 690 ---� ---- 2 � --------------- -------- -------- .o v ----------- — ,o N � -------�--------- - - � ' - ' 680 � 663.48 � M --____ . . � — 'O 0.040 � n r� 4:1; _'---------- -- 'O 0.040 ^ / ------ — �� o - ------ ------------- -------- � ----------------- 670 _____ : __--- _ 34 + 00.0000 — ---- - __ _ --- _ _ _ ___ —_ _ _ ; 690 '__.'_ _ -' --- _ _-'-- _ _._._._ ---- _--- — - ' 690 ------ 680 ' Tf I I � �� i I i 670 O n � � III .•I ----------- ?�� --- -------- , oo ------------ �. ;-: -. . . . �:T. . . . . . .,,, , .--, . �, N � 685.93 T� - .. . � ____- N 680 ,. � -------------- � . � �— � --------------------- M ..... � V ''� :, � � 0.040 � � r; � ------- �� `O 0.040 ^ / ----------- �� — --- ---- —�—,L .o � � � � i o. � , I ---- � I v � ,� — - — .. a 680 __ _ __'__"___ V' � M � '.� :% �P'____"_______ ' . . . . . . `„' � ' ... ^ __'_______� . . . . 'O 0.040 i. ---- - ------�_------- °' � i - �O tY6�k6------- ^ 4:1 � 678.31 �----- `� ° -___ .i '_'y , �. - s -------------------------------------------- di_ ------------- =b70 150 140 130 120 170 100 90 80 70 60 50 40 30 20 33 + 50.0000 -- - , _ _ -- -- , _ _ - , _ _ i —L— 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 .•• 680 _ 670 iir--- --i,� �� -- 150 740 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PERMIT DRAWING SHEET 9 OF 27 � 6 � BERM 2' BASE DITGH \ �r SEE DETAIL 5-8 . � SPECIAL CUT V DITCH / O � W U � Q � ti W � W Q N Z � N � � JOO a >�x" m >j � r�� s iQQ ° �� L 1�1�1 �i �00 a 1�4� y �� r�� C � 0 / � +� C c 0 � w s � s � 2 � mip 0 O + ^ CI � F� W N W I = J N I w W W Z N J _ V � � 25 , DIMITRA KALTSOUNIS DB 6516 PC I47 � Ei EL I� \ `� .� /^�� y\ _... �/ .. I i \ 24 � \ NFD T.& NAf]IN� h MATTHFWS , � \ I W/ RIPRAP / .. SEE DETAIL 6-0 BERM V BASE ITCH / rW/ RIPRAP 0 6, �P / SEE DETAIL ! �\ + \ , % , ! 23 \ )%) \ \� aOND HOMES,LLC. '�?38 PG 681 �,q / , DETAIL b-A ROCK FILL IN POND I�oero s�oie� EzPs��9sed � ' I EI .= 655 Ea th Fill I 3.0' eV � Rock Fill �o� �N W.s. EI�..- To Berm 5sa.a� FROM -L- STA. 39+60 TO STA. 40+45 RT 800 TONS CL-1 RIP-RAP -�- C/� �/�/ PROJECT REFERENCE NO. SHEET NO. I�L 1 /� U-3467 6 Pl Sta 34+53.08 Pl Sta 48+93.00 E"G'"E`R ."°""� WW SHEET NO. �= 52' 32' 30.4" IRTI p= 4/' 59' 207" fLTI ti bJ50TRVON R�A� Ronownv DESIGN HYDRAULICS � caav,Ncnsta ENGINEER ENGINEER D= 4' 46' 287" D= 3' 40' 22./" � pho�e 9,9 as,.,9,z L = l.100.43' L = l,143.24' � �^��xe^9�ePf5COm T= 592.32' T= 598.66' � N=�=e�=e«F-,333 R= 1,200.00' R= 1,560.00' y SE = 04 SE = 03 V= 50 MPN V= 50 MPH `�O� � S T R E A M & W E T L A N D I M P A C T S UNLESS ALL SIGNATUR S COMPLETED PERMIT DRAWING F F �E�ryETLANOL IN SHEET 10 OF 27 �� DENOTES MECHANIZED CIEARING LiLLLI_LLl.I DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER P HEAD DITCH W/RIPRAP SEE DETAIL b-6 BERM 2' BASE DITCH SEE DETAIL b-C ' - -�-`-PUE -- - ruo � _ '- .� -�UE � � PUE ------- - �-P�E � o I/e� > > a B W \ LPUEJ � \ a � ` REMOVE �� / � PDE� � �30 i � �� KELLY M.CRAINGER �/ ' �B 1078 PG 54 /� /� i . )5 � _-__�J'\ � � / / / �S� / � �� TAIL DITCH W/RIPRAP �� SEE DETAIL 6-F � � �� /' � �'.\ ,S � . � , .'__� ,.. �/ /' $�� n �� _. � .___. _ __.-__� :: , � �'�S --_.__ � / ... "_- ___'_._'. ' I -\ / �' �� - DE �S BERM V �n DETAIL 6-D �y � 27 �� SPECIAL NT V DITCH W/RIP P � I Nm �o s�aia� o�� Natural 3', 5lopv $TRAiFORO ON PROVI�ENCE ,� � HOMEOWNERS NSSOCIATION,INC. I G.ound �I p 10.0'v.C. ?� ,. DPCQSPG 838699 1 d r�l�e.rab.� � pDE � --_ �c --- m � � 3na � \ � I '. IDHAYACN?`C .-.. FROM -L- STA.39+62 TO STA.40+00 LT . FROM -L- STA.40+00 TO STA.41+50 LT 21 TONS CL-1 RIP-RAP DDE = 185 CY; 54 TONS CL-7 RIP-RAP W/44 SY GEOTEXTILE W/115 SY GEOTE%TILE � _ � 7' . \ _ � � .. . �y' _ _ _ V � - _ . � �. \,s9a - - � 6q6�. �s9a � � � 9s 6q�� --_ �q4� ��6��58]- ___ �� /� �/�/ PROJECT REFERENCE NO. SHEET NO. -�- CI�L 1 /� U-3467 6 Pl Sta 34+53.08 Pl Sto 48+93.00 E `°"�°""�" ww SHEET NO. �"'� �'-� �_ 'Jr2� 32' 30.4�� (RTJ . 0= 4/' S9� 2�.7�� i�.T i � t�soravON aono ROADWAY DESIGN HYDRAULICS �O caavNcnsta ENGINEER ENGINEER ��_ D= 4' 46' 28.7" D= 3' 40' 22./" � Nc Lx9 9,z L= l.100.43' L- l,143.24' � 9 ePfS.=�m 69,-- T= 592.32' T 598.66' «F-,333 �R = 1,200.00' R = 1,560.00' �j �� SE 04 SE = 03 � � �g9J ' � V = 5d � MPH V = 50 MPH `�p� ' J � � M i�" �� - ��- � l� �� '� �\\�,�.. S T R E A M & W E T L A N D I M P A C T S UNLESS ALL SIGNATUR S COMPLETED �i e �� R E�T 1�1 OF �27 � , �- � /� � ee �' ' � � \ 9 �9 � b�6 DENOTES FILL IN 1 \\ 6qp I N�� '�.�.N( MAT m ,� g5 . F F WETLAND \\ 3 _ 60 SH 6e9J ,�, y"0 ' � m� �� DENOTES MECHANIZED .. ..___� � ��.f m � i � �- � CIEARWG ie � �JJ�� L�LLLC_LLl.I DENOTES IMPACTS IN �� O I � qz � � MARY M,KRATT�ET e� 6 � � �Ar 6 �� 6 � I � � SURFACE WATER � ��n4 D� 9 7 PC 388 % _ � `� n � �'s � /�� / � i i � m 80 �� DENOTES TEMPORARY � 6 m � � ,,- � � ., `�/ % , � � � IMPACTS IN SURFACE WATER � m m e m � / \� 8 60" 60l 60/6 � ��/// Ee � / 65 �s `-� � � _ � �a. � BERM �.�2 BASB �ITEH V� � . o, i � �� . / , � � SEE DETAIL 5-B `O0 6�^ 6� � m . . � � � I :� _ � , L. -� / 6e� � 2 ��-� � ��.. � � i � � � �s s ~ � f� � ` ....;: � � \ ` � O ee�� / . . // � I � � �, - � �\ �_� �� -` . O � _ � � � �sa� � � � SPECIAL�NT� g�ERM VBASE ITCM � � -- s � � �e> � Z �\/� I: `W/RIPRA.P ( � U') \ _ . II I m � , . .______ 68m � i SEE DETAIL 6-0 `O i� C�' \ 6a --- '�� \ sg 6a5 m � �- 6 W � � Q_ .-..' i � �5�' , WI'RIPRAP' � 5 I � � � �\6 \0 '�i�65r ___ __ � �W i ._ P,��7 _T . � °�' I SEE DETAIL b- ' ea9_� .. s i �.' 6 yP I ' '� ��l �, " 6g 6a I - \� / � gv - � OW . _ �. m� � � �E� � A � � � �� . . a �e� _. � . � �� 31 z� � Q —DUE �-� p � ' \ �. � . �., e6 �o� � d �� s� \ , °� /a _ � �am� i �zo � r ue� � � e � �r ��` � i�4�v�+.pe�dr,�yt O�Z - ___-_�_ � � . . EI . z� ... � �B 9358 PG.Fs 7 . � � I w / i / i-i- �� --/ ,QQ o 9-_ E � - � / - = � / � _ � a �r � �� o __ C PUE�J � ''. .. A sa' . em i � � i O� ' ------ --��\ ^} ,. ,� � \ �M� N. KR ET `O0 P SEE DETDAIL b B /RIP LL� M.�CR�AINGE ��66 �/�/ ( t �_ o _ PUE- - �v .� p a5 / 4B-s� ac . I� � �� b+a, ac sa �__raa ss >9 - 6�8� H otio; � R ie' ' =c � � O PDE � i �E�� - _ � � z + _ � �E � � :A � Qz� M _ �� _ F�� - � � �F r \PpF�� 6��--��j� �n QW . �n � �i - � � / i � ,� '� � . .h - gU -___ I � .. � _ , � - � i � � �f� - � Q�/ �- T�l, � - �6 '- �>S 6i5�� . � �WQ ti w �� + � � �� i� E�� p'^� _� _ __��`�� , � ss, � ' � ��,a _ _ _ � _ _____ � . ,i _ __ 36, , _ \ _ �- i �� _ _ � -� , i � � � �. , --� -� i / < , . � F - � = BERM 2 BAS� Dl'F 1 /�//� � . _ ,p -------- P � � ' � � � _-`� � �� w a , __ � � - � �; . ' \/ � �SEE DETAIL b Z' ��-� - � � � < -._ __ .. / wo� � a' i � ce . �'� _i � O O _ � �� - �� .---- �.n ... PDE a � WQtiww �� -o _ , � ' �-�� '�_ � � , �� -`� �� . - � — - � � Z an — - - � '� / � - - _ � -_ o � � _ Q2W J �y �I ^' CB� \� I .. ` ` \\ _ _ ^ ' _ /- W W s 2 ,r -__� ___-- S g , � �o � , . F � � . . .. . " o _ �4 � IM �\ / _ � � � II __ RETAIN � ---� �' u' ..,. m ... � 11 � � _ ` � - � � —� �� W --- � �� V CB � Y ___\__\ . �\ ' � O ��¢ � � � � , �' � I � _� � ! � �-- PDE -�-�� PDE / PDE PDE � � � �� o _ , �- ,f , ��w � � ' _ = CB �- '� C e-e �Q � T___--_-___-- F },r-� '-- ' .� � � \ - - �:�� . �� ' / � �< , , -._- -�--�._,T_ G �-�` j Gp�� r W F L � / �� ` � � � �.' x \ � t� � . . ��-� , . � � � \ \ " � 2 � � \_-� c � � _ _____- - - IY C \ ^-_ Z� �sr� % i �w� l5" R �fl ��o E— -E� i � ca ��aoP A � � ` ��R�� R��D EX Eiy,S/ �� „ � � � �-� c ' � _ � - � � � - ca �� ' u� _ ', - \ � � z� s� � Oiy n �° _ R �- ' _ � Z , �� , - jf , � }} � � � . �� _ � o � � �/ � `n g .... \_ � i`?�--__ _ CB . � REMOVE R = � - � � � J(/J \ 9 ' ' i I .. ' - _.� lg• \�� - b _ N � � � : 66 � F Wj� ° � � � p � l JJ ,"71P F� �� , � CB � \ _ � - a O - - 2 � �OU �/ �m ; .' )'1'* �' � _ -_ - d ,� _ _ _ V � � . ' . � �� - -� _ . .t �� O � n '> a _ 000 I \� �. � \ - CB v� -� � � r, /� CB tititi . � �� m � � � �� -_ �F- A. � _ �� _ 1 6„ CURB 8 GU7TER � � . - . .. _ �-_ v� _ . -L- C�, � �� Q � � \ ' 6 � cnvJ� �� m � � �� C ` \�A '�� ` �,�_ CB OURB � G—_______-_ � :: � i _ -_ \ � � � I �- � EXTENSION � � E »> �' `�� \ \ � �� R� ie�� RCP- ce � L F7EA ROAD cs _ - i� � _ � _ � __ _ 000 `° � � f � � ' _ srRuaruee a ca c QQQ ��. �� 661�/ - + � ` C �� _ IV P-�IV 5 RCP �IV � $ _ - ` ' -� 18" RGP-IV � _ \� 1 � c c � � \ C � --.� - _ _________ 18" RCP-IV _� � \ ` � �� c a �_ �mro \ � , ,� . m c' ��E -- _ �-- ------- A - — Ce --- --- - - G /'PUE / �oi� � �� . � - E �� . --� _ _ , ��\ � i I I L p m `� F � - ___ --, �� . e 6� /�\ i ��n F ��E- e. w ' _ _ — _ \\\ 9 y\ � SOCDE7AIL b d UEi ___ .. ` _ � _ � p� � � st-� E- E � �� w _- c c ,� 000 C � / - IN POND � / � � . . . PUE -I - PUE`< DUE � = F F o� �E-_ _ E -�' 6 - . � � I _ ��_ / _ oi I I � a _ � \ \ i 1 � �..- _ . ' __#`_ 'rUE , - PUE ----- -- - -- � a ; i UE zza y � e ��, � � ' `�' � � � _ � P�F � "� �� i �� _ � an _ � �� _ c � PUE ^' 000 � E, � � � H -� �- /j � �, ; � i �, � � B � � � Grue� _ �� - -t° i�c�oaa+� Crc. . - _ � a 3 "- � � , . q 6 1 --� � - fY� vivic� 6� � � _ � � � _ _ \ PDE�� w �,,.� s -.,z�� 'pjo` � �__ W�� -' � � .� . � � I 3z _ f- � �/ � RE E . _ �' _ � -� �� .`..._ _ �� - ' . �. �� ) J� . / �6q� 641/ 64 6n0 g3g` _ ID _ �o n MOV - r �� /\ � _� _ � j � � � , i � ��, � i � — -- � .', ` �� % \�\ -� m �, 6, L 7� � ,..� _ / / � � �� / / � ��(�� I e -- LL�� G � �� a % . �� E a e�' ��. �� --� . �/ /i �y { i , „ i ; ��o@io�e_�c�s. ^ ^�: ... ¢Q¢ �i � � / _ � , , m" ,�� -- � � - � / . �.. JS- � � - �'J . 1� / 63 \\�39 64 6 63"i'. �l�l�l . - 5 . �c - - J / 1 6 ( y - 000 / 1 638 a �V'�' %Y _ � _ , / e � ,,i � � i; �; � i �,i __ �_"_'__ . _ 99 S 1 _ '_ , \ 63 6� _ C�C'JC'J � _� � - � 5 ___ 1 .________. $'- .. _� % .. � . �j � - _ �„ m .. . - _ � � �� rna bqe� wlei�� " �� / , � � � s � til�ti y I � � � '_ � II �� ' �S-��/ ` � � � � SEE DETAL 8-F � /�O �� _ � sug � __ - � -� '� �� . '�� f�� i � ' — �� .. s99 . \ . _ �o _ I <n � � _-��`� \ � � � � � . � _ , -� � � � .-�� s , " � � ( � ��' i � -��s9—�_- / `\ C C 9� se9 \ ,� s. \ ' � li , �v _ �� ,� j� 6� �/' �/ � � � �� , � � SITE � Y �\ --- i9 6 I . . ,�y � q � � 6�DHAYNCHANDRNWM � s�'2 \ 2s� � p - / � I �' �/��g �� ` 4 � � � r�zns � �� ;� �� . �� = s�s�-V� '�ar � ��e5c pcGa y e� ��' . � �- �� c � i O . _,�Z� �9 i r� �e�9 �� .� � .., t _____, .\S � 9�- ��+°9_��\� \ 6 6 .� ,�'`�� %� � ��__ _ ,- \\ � 60 j �, �j 623 � . s i I 1 ez i /� � � � � _� (�- \/ �yy > , -� ` / �`J � _� \ �� .� ..- '"` \ - - '�. \ � ' �� / � 1/ ' � D ! i �0 _ _ / � L9 1 .. � .. y \� ' / �\ \ 6`- � E _...._� �ACK DIA OBDP O6B5. LLC. � � � � �A�,�� f .� C %. *r y 1 IT �I I I� - -_ /' �` �.....� ge� F9 � � .,..--�� ; `>—�� 'U�j`��'>�� "� �DETAIL b-E � ._�6� � �� i p ` . . ,�. ,-. _ /} � r . . . _ _' > � PC I PG 839 / � C � 11 1 � � � ) / \ : •—/� .. .. . - � .� � _. L / /� ,�,! .> 9a \� ✓ �Sy'1"� �- � BERM V DITCH W/RIPRAP -- ., / � • � / � � r� �,. � � � � �'�� o � / � � � � No�ro s�al�l z J� �i / � \ �, � / ` _ � I � �. � � ( I�f � ( I'1" ' '° , `rr - '" w / � � -- ' w �wL9 57 � � ' � � �/ \ � � �r �F /l II�I �-.' i 5 � �' DETAIL 6-A � � �� ; ` � � � � DETAIL 6 D � � `,�t;-%5�.� - � �� r 6 ROCK FILL IN POND °s N N V J , \ `0 `O � SPECIAL CUT V DITCH W/RIP P�� so� vqRies s.o � / �� I�oero s�oiel � Q 7 � / I 1 . �� S Na�o s�ia _ ' , � - - - Proposed � vnxi,s c �� a � e.o . � � r om __- a � ',(j � 1p � � � 1 � I�� - Ear9fh F'I� �' i o.a Ele� 6G� ' I f� � 1� � �O' HOMEQMID6o,R.451�Oi7iA�bN 1wC�i � I Nai��i d D 9� i�n t. Z. D,U. � ��s � , _ � � �i °� STRA� FOR �N ; �.o��d �?] s��c' io.o v - � i Ez stin / � a ��9 m iti � (I I\\ �1 1 O \ � '� oc \ ��N.W.S, Ele..- �� _�, � � 1111` v( I I '�+�'PG 8 �1\��\\�\ Y�T e ofLnerFabrCLl Ri Ra Max.d-1.25 Ff. TYPa ofLnerabrcCL-1 Rip-Rap Min.D=1 Ff � "•ZL �, d i � // � ; m �p � E�° . R k Fill l.a . . � \ � . � Max. d=1.5 Ft _ - i ,,, ` � ' O L � . To Be�m 65d.e . c ' " .. . ' � ` -- YP P P �_ .� -' � , � � � I � . ; FROM -L- STA.39+62 TO STA.40+00 LT � FROM -L- STA.40+00 TO STA.41+50 LT - -� �� FROM -L- STA. 39+60 TO STA. 40+45 RT � . 21 TONS CL-1 RIP-RAP DDE = 185 CY; 54 TONS CL-7 RIP-RAP � � � �- 800 TONS CL-1 RIP-RAP - � �, �N/44 SY GEOTEXTILE W/115 SY GE07E%TILE � � , ,� � � � � a � ;o � � � � m � � � t � 0 � s i � �� o�� ,_ 0 ;e� �� 670 I 660 650 680 670 ------- � ; _ --- ------= ------ --------------- ------------ - - --- - ----------- � -------- ------------- ----------------- -- ----- -- --------------------- 680 150 740 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 9C 670 � � o M i. , .. . . . ,,,, . � ..... � .... _ . .. �j � N d Q� , . . � „ - . � , , . N . . ._— _ �O �.�27 .�p � � �p — � �.�27 � '_---_�_ —.'_________ - (`7 _"_""� . . . . . .. . . . . _' _"' _" .��'_�_' 660 -'---------- - � a:I - ----------------- 3�1 `-_ ---------- ------------------------ -- „ 658.10 - - ' ---------------------------------- 6.5� .. ' �. � _. . . . . _ . . . . �. � � �. . . . . �. � � . . 656.17 . . . . . . . ii -_r_r- ----- - � 39 + 61.1900 ; _ _ _ _ ;, � 680 �� - I -- 670 � .: , , : �n ^ o - - � `�° � v , _� � 0.030 .�Oo �o " ---- � 0.030 ,o � '� r� 4�] --------- a' 3:� ., "----- 3� w ,� - _ . 659.87 . .. . ... . . , . ... . .... .... . .. . , . „ � . i ._�, ' . ____. . �,_..��. _. _�,-__- __ . , , , _�, . - -- _ ._. _ �, �,_�,.� �_�__. ___ �,_..��. . . ._- _ ' '-- _ — - . .. . .-_- , ,_. . ,__'-_- _ . ,...,_ . .-_-_ , �,_, �,. �_� _.__-_ 650 � 39 + 50.0000 680 _ _ -, --- ' � __ __- � -_ ' � �� - - _ --- . � : _ --� � ' ' _ ' ----------------- _ �__ _ _._ _ _ ------------ �� ' � 670 ----------- 'O `O � �_ - --- - , 'O 0.040 'O . _"---- - •o ------------- ------- "------- — - - �O --- 0.04Q--------� A:1 �cr------- ----- ---------- �'�----- „ ------------------- 66� . - ' , . . , . . 665.91 ._... .. _ .. •�� 686------------ � I I i i ------------------------ 670 � •�� 6&f1------------ 670 660 ^ o � - -i - i i i i _, _-i-- --- --O'------ . ^ � �--4.-I- �o -------- °° ' o� ---- -- . � � 0.040 � -------------�---------- `n -T�. � � ---- -- � 0.040 '�--- w----- A�� 670.32 �— .:• � , --- oo . �.__ . _. . . _--- �-- i 3�\ --------� v "' I �) '--- o------------------ ' �n w � _ h 2F"_"_'_.___' pp M _ .. � 'O o.040 � ---�r-------- � - - - - - � 670 bn.so - 'O 6.Ud0--------'�o--- 4:1 � _ . �. , . . :.: :.. _,_, _____'___"_ "_"____'-_ ------------660 38+00.0000 , , �� _ � ��ii � ,,,,, ,,,,, , _, , �� C:i:71� --- ----- - - -- -- ---- ---- 670 _________'_ ___'______'__ '__ �'. . .... . . . . . . ...... . .. .... _'_�0 ` 100 110 120 130 140 150 680 PERMIT DRAWING SHEET 12 OF 27 650 I .:• 670 I ____________ __"'___-__�� 690 _ 690 I ------------------------------ -L— 150 140 130 120 170 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 z 0 N i � � 6 m � a � 0 C � W � O W � � 0 Q �i w �� 0 ti � W , m o � Q � Q � � J � W U � Q Q o � � � w � -� w � ¢ � o� Q wo;z ��Z+O ��i�� c � a i � m 0 W � � s � 2 � mip � � ' O O t d � r , Q W ,~i, w j N � W W � Z i U 2 SITE 7 STREAM & WETLAND IMPACTS � DENOTES IMPACTS IN SURFACE WATER � DENOTES TEMPORARY IMPACTS IN SURFACE WATER 0 � � � PROP. DITCH RELOCATION W/RIPRAP SEE DETAIL S-A -L - Pl Sto 69+80.34 � = 9° 45' S0.6" (RTI D = 2° 30' 07.2" L = 390.25' T = /95.60' R = 2,290.00' SE = 03 V = 50 MPH � PDE --� - eue , � m a r PUE � -p C�— - E--'�-_ 6 � � ��f� F ==_Pll '— PUE - - PUE `n DUE � o �_�� --- _ � PUE � c --�-- F� e—_ss�i --�e E'�---R ---- i�=� _ _--- — — _— � — --'" _ --- �k�"`_ �� _— _ — �� _— � J — — .:.. . .. . _ � _ _�� PU c jZ �--- -� CB <_ . �o-_�P� .. . � � -- 'c E�� F __ - ,,-'� E} PRECPST ----- -- - ------' / __ _ !c R PCTURE — _____E�E � — — � ST _-_— R _- ________ � ______ � p \� �— -'___"_'_'__ C - - j � C _ —E _._ � —E —�E - � y — — RCP l// �� . Q� _ sG'itz� dUR1ED � \ _ � ...___. _:, � PDE � � , / BERM 2' 6ASE DITGH r SEE DETAIL 8-B I �eO��A�F � . �i epE } --�_�C / / ' i / , / , PtfE j'" c ,� -�-\ --1-----------� ------- �I� � � � PROJECT REFERENCE NO. � CALYX �-346� RNJ SHEET NO. b�soravONreono ROADWAY DESIGN caav,Ncnsia ENGINEER pFanc 9�9.851.1912 CALVXengineers.com NC License M F-1333 � 0 N Q � Q Z SHEET NO. � HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 13 OF 27 Cfl � � ��_ / ��-- m E�_------ /� � PUE.-------�-i�UE -E-------.---� PI ________ CB ------ � � l5" RCP-�N I� I �� _____-___-_~_____________________________�� ' STRUCTURE �,b= �}-___ � � �'�� „ ftCP,N w _ __0--��F ---_ m a ---, - _ -E— � ' w ------ IE � �,..F I PUE � -- E --- ��\ � / � �c ------- \L . � / � E l / E CL B RIP RAP \£ ��C��'� �/ 15 TON$ I � 37 SY GEOTEXTILE �--- -� � � ' TOE P O7EC'nON �� 50 TO S CL-I RIP-RAP � W/65 Y GEOTEXTILE TOE PROTECTION / SEE D TAIL 8-C 85 TONS CL-I RIP-RAP W/120 SY GEOTE%TILE E SEE DETAIL 8-C � \ / \ CL I RIP RAP (EMBEDD D) 39 � 7 TONS 15 SY GEOTEXTILE I SEE DETAIL 8-D I 3H KBB DEVELOPERS.INC. l DB 1332 PG 332 \ PC G PG 804 I K89 �EVELOPERS,INC. 4� '�S� OB 1332 PG 332 PC G PG 809 aNTONIa 5. COTLER -,\ DB 5628 PG 433 J PC C PC 809 .. �t, JISE B. GILLESPIE I / PC G PG 804 ��5 1^ .�G 220 aNTON1A 5. COTLER ��:'� 804 DB 5628 PG 433 ^ 1` DETAIL 8-C DETAIL 8-D TOE PROTECTION EMBEDDED RIPRAP � ( No� fo Smle� � No� �o Scole) Y fro TB d �F��e� �ral u.tll Noiurol � \oQe Gro��d Gro�n Gra��d y M1 F`\S h —y � is b= 5 Ft. Filter �eo�e.�ile Fabnc Iva��e.s'fitl� Type of Liner= CL 'I' Rip-Rop e ol �iner= c xi�xap - Keyed-in FROM -L- STA. 64+80 TO STA. 65+50 RT L IL- STA. 64+78 RT -L�A.70+50 TO STA.72+00 RT / I � / / \ I \ � -. )S„� , �i � r—�/S. �� -J �� --- , � � � N .��y �— �i ,. 0 0 � � �P �w J N w W N Z _ V H � I I I I I I I\ I � � 22222220Za 0000000\O ��ei >j> >j>j I � WWWWWWW W N ��2�a ��a�aa�� E QQQQQQQ�Q L ��d ��a 0000000\ 0= C G m � Q � 0 � s W O W � 0 � �i W C Q � �, �W m O � Q � Q �`�l U w� U � Q O � �; ; w � JW� Q Z W� W�2 � 0 ��Z+� N ��J�� Uo��og0 � Q��i�l�0�� I I I I I I I� I p 2222222023 0000000\O ��ei >j> >j>j I � WWWWWWW W N ��2� d ��a�aa�� E QQQQQQQ�Q L ��W�d ��a 0000000\ 0= � : � O / � +� C N F C O � w tn � s � i 0 mi� _ � __ �G60�� _ 659� -��1�� 64I� —�- \ 1 - � - '�42—� ... l0 � �� 1�) / � _ � p _� � � \ I � .,..�1 c�� n�J I �`i �v \� ��`�'. a � `� � � STREAM & WETLAND IMPACTS � �/ DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY a2�� IMPACTS IN SURFACE WATER �� i � ' � � y40 �� 63Q i�/ � , �F/\ � -L - Pl Sto 69+80.34 � = 9° 45' S0.6" (RT) D 2' 30' 07.2" t - 390.25' T = 195.60' R = 2,290.00' SE = 03 V = 50 MPH �� IB DEyfLOFlk.IENT,LLC./ __� � � 43�/ �35 / I .__- .. _. - _ _ �� , REL�OCA��ONSNLRIPRP. � Y p �'� `O �� - $EE DETAIL S A -�..., � ... - - �633� � - , �� - 632 /630/ �s� ��____- ��., � .. .. �! j I 1 �� 6" / � � BERM 2'-BASE D1TCH - � SEE DETAIL 8-$. /.� ��s, �� CALYX bJ50 TRVON ROAD CARY NC 2J51 8 F :9 12 CALVX g .com NC L'cense M F 1333 � O N Q _ _ 1� Q Z � i � // // AO F �� / ��. / � �. , � eoE f � �� . . - - - � -- � � -- � _� , , , ,,,_ , PDE---1 9 vuE, � �. ` � � 'O C �� ..a ° � �� ---E-- °�- - - -_=" - C / w � `---r`"�a' r^ F � L_ > > ... _ - _ . -., P � m - DUE �-�+ PUE-�--'�` ==-Pl "PUE-- PUE �: �;-Pt1E j �PUE-;� . � -�.-- F�� / / ' ��SE9� � - -- 6� _ gEg LE�- .... Qeg n \ -- \ . _ � � - - pllE - -- � � �E �pllF-= - �\ j C_�-- O � � � O t _ d � r , Q W ,~i, w J N �w W � Z i U � SITE 7 __ � _ _ _ i __ — _ -- _ ___ — �� PUE — � _ _. _ _ _q..sY . _ � F � ,� �� -�'" - --- , ti. � � ____—_{'� B 15" RCP-IV __ _ ____ _� � - CB �� _� ___- � — _- J Ruct,uRyoS'P�E__ � 6' �� 4 � F� � I \ � �- ---- E ----J � IIIII �i ICNpF \ Il' � � I �1\\ \ _ + s3 s 4\�� /�F . � C j E/�_E� ,- ----��/ -� _--' �� -------------- c � � _ -E- � � � � �� v/ ----- E_ .. _---� --- ; ""' _ -' E "____ C __-- . � Ss --� � ---E � � - � _ �N�� - � —� � � �� ._ _ -- � � � TOE P OTEG'nON ��,`��' � � � 50 TO S CL-I RIP-RA � TOE �PROTECTION �� W/65 Y GEOTEXTIL� / 85 TONS'CL Vkl2-RAP � �\ Ze, SEE D TAIL 8 C / � d W/}20' SY GE�pTEa(TILE / SEE DETAIL �C � I � S �. � , i � � . . ,. /.. �e� 1\ / 1 � i � �L I RIP� RAP (EMBEDD D) � �y' `°� W 3 y TONS ` � 1 `I \ I �I� SEESDE7AIL BEXDTILE \\ 38I \J II �� . \ � � \I / � - 1 � K 8 bEVE7�OPE . I E7 N� / ��---------� --- - � � o �a, � � \---� / � � m E -- F. c _�- � -- �___ 11 PUE -=�-�PUE;_E� � --:J PU p .�.. __ ________ O \ \ CB O \ � -_--_-- --\ � � l5" RCP-IV ^ p� ~ ti w J N �� _ _ _ _ _ _ " _ � W � W N Z � ��--._ .... � J ------------------------------ ----- --- _ - V � � ' STRUCTURE 3,b= �}-_ � �7$„ RCP_�� - 1� � I w -- -_ \ . .. . �CP Hw Q-___F � _ m I _ d-� ' w __________'__\ r -E--- , E � C --- C / --� P[�lE V� \\� ". PUE E j,-' .� ------E \ �� -- � � �,` � �// � � �� ` ,�- E �: � - . � �2s\ �9 , � j I CL B RIP RAP � .\ �� C��' �/ � � 15 TONS � � �� F � � s� sr �eqrexn�e � � � �� 0�� \� � , � � � DETAIL� A a A � A b ��s dc ass�\<� '\�a °'4�\s ��2 % �� ", V . s\ P c� PG B04 {��\ � 9� g-p��LOPyfC'�JT. LLC. sJ3� ��.,�... . s \�V�\ 6Ss ��8� PG6� �g C DETAIL 8 D sls 6�� e> � � TOE PROTECTION EMBEDDED RIPRAP 6�6 s�e ( No� ro Smlel \�¢` 2' from o Bral � rvoi �o Sco el oid \\\ 613 6 p 61� ��m �m(°m�" e0 �� E evo � 9 G � Noturol ,�� °;\S\oQe ��d c . \ � c��d b F � � �.`� sle . �'j d ,s � q eg se9 � � �� Ge FonnelBed ^..... \. ��0�m� / 02 600� ..... d 2 Ft o�eule 6 'ner- CL •� F'Iter c I Fabnc Ivare.sfi'I I ,� / 6�60 � yp xi -aaa e o� � �e� Kevea � 1'��m J �� / �. �� "'9S T + 0 TO STA.65+50 RT �� y � - P _ `_ _! ,i � 7`' ��z�/ � - _ 8 of L � FROM L- STA 64 L STA 64+78 RT �5 ss � L STA 70+50 TO STA 72+00 RT �, 1' � s �� \�� ' �l ` / ��" -_ .. �' �I I \ 09 / ��. / gy��/� � e`�s==- � _ � - �''. �� / rl., es � . / � � i �N � i � I � ' �t . �/, � / I i I \\`es ��2 . il e ey \ � � �� 6as� �—� — � . eme � s �� m II( ��,� ��—\�� 11 �� _ ,�--- Sm9 � a�� \ - ,,. ,. .... . � _ -...._. �..... `. ^. �, '. �. �� ,.. �.' �, .. ��.. �.. �,... .... . �..� . ...._.,,... -- _ .__-- ---_... ---.__�, ��:-._ aa,-----.. �.. // : .,r �,.: . . ..-- = � ,. . . I ,. .... �.,:. . � . ... . . . . . � . PROJECT REFERENCE NO. SHEET NO. U-3467 8 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 14 OF 27 . . . I�� I I �.. . _ , __ -- � , • o.- . i ; -- / -- W U O �¢ N JZ W U� K �W o� � ti� zw �W wQ QQ W� z0 O ti� UZ JW �� tig �� Z �� WOW �� » 00 �� NN 00 00 v�v> �� 3� 00 �� 6 � � � a 0 a i di a i � � : � a i � +� C m 0 W � � s � 2 � 6(p 0 O + W � � N W � i w W y Z 2 V � � � . , ,S ,s \ \ G� N / �� / '�l � I / �s' . �' o � \ \ \ \ N s \ \ , `� �� N �\ � \ � � \ � \JS� � � � � � E - E ------Pll�--------PU€ P ________F�- � DU � �".. i` y i� �_- � j�s-�� I/ r- l ��S � SITE 8A ��: y �� CHANNELIMPROVEMENTS �� / SEE DETAIL 9-D / � �/ . �„[tif._\'MENT.LLC. PG 62� -L- Pl Sta 98+94.39 � = 33° 49' 47.0" (RTJ D = 2' 29' 28.0" L = 1,358.0/' T = 699.45' R = 2.300.00' SE = 03 V = 50 MPH � \ STREAM & WETLAND IMPACTS � � � DENOTES IMPACTS IN SURFACE WATER � DENOTES iEMPORARY IMPACTS IN SURFACE WATER PROJECT REFERENCE NO. � CALYX �-346� RNJ SHEET NO. b�soravONreono ROADWAY DESIGN caav,Ncnsia ENGINEER pFanc 9�9.851.1912 CALVXengineers.com NC License M F-1333 � N Q � � 0 Z SHEET NO. 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 15 OF 27 o � m / � _$r /.. Sf ___- __._ / �. � �� I e M_\ E-- E — E- E -- � ------------------ � -- E ---_E-- ----E-- ,i`A ----- --------- c c E— -- - Q� oF E PUE ---------- ---- ------------'" -- p ----,,C CLLE-----" PUE PUE PUE PUE PUE PUE PUE '--RllE _YUE ------' ` PUE �a\ � '--- � '________ C___ -��,F_,-Z� . �D1 -��;' � I-------�_ ��..,r�i��?. _ - � I�'6'i !. - ----- -_- -._�� if� � �� '.'. • ��i+�� — E— m '�� `. �. � _____ ,- __�-E--� - E t — CL I RIP RAP �` � 7 TONS 15 SY GEOTEXTILE � P�DE �� I IE SITE H LATERAL 2' BASE DITCH � I SEE DETAIL 9-A RIPRAP AT EMBANKMENT J SEE DETAIL 9-C CHANNELIMPROVEMENTS SEE DETAIL 9-E F p ` . / l� � \ � � �� '� \ ��s �\\ 1�� I � I I N I ', iz� � -----'- C4TERAL 2' BASE DITCH W/RIPRAP SEE DETAIL 9-B RIPRAP AT EMBANKMENT SEE DETAIL 9-C 31 IB DEVELOPMENT,LLC. DB 4358 PG 627 � � JCTURE 1.2' CB PUE PUE _________________ �____ � � � W--------E -------�>'�---- E_ __ --' ------------ ----------E -c - --- —E—� BDO'__C __________________________C ___ ___ ___l i C '' E _______ C I — E E— E E E— DETAIL 9-B LATERAL 2' BASE DITCH W/RIPRAP y/ DETAIL 9-A i�o��o s<o�ei / � LATERAL 2' BASE DITCH f, . b ,� � � �Nofro Smle� �'l �� Ha� � e�o��e ?�i p 2� i��. � sioPe ��oi � d Gro��d 1.l p ,L.1 1'iF�, r�n F�I�er g Slope Fabri� Min. D=1 Ft. Min. D=1.5 Ft. �� u Mox. d =1.5 Ff. 8=2 F. �when B is < b.0' B=2 Ft. 6=5 F. 6=5 H. y/ /� Type of L'iner= CL-I Ri�Rop FROM -l- STA. 80+67 TO STA. 80+92 RT FROM -L- STA. 81+35 TO STA. 82+00 RT; DDE = 27 CY DDE = 17 CY 32 TONS CL-I RIP-RAP / � w/66 Sv GEOTEXTILE DETAIL 9-D WLET TYPICAL «EFr ,o R��»r � K�N�`oowNs.AEAM� �OpJfIBER 1 EwSiING �i5N0 GFOUND �, !__ __ ln 45' �' {{ I ~ TI.O' OApF-�^'1 T va o-o.o� EST TONS CLASS 'I'= 43 TONS EST GEOTEXTILE= IIS SY IIIIC- Il1S /' DETAIL9-C EMBEDDED RIP RP.P AT EMBANKMENT �No��a Scole� 10'min. oa�n i.o•m�� is Grade GEOTE%TILE Type ofLiner= CL-I, Rip-Rop �Embedded� -L- 60+60 RT, 43 Tons CL-1, 115 SY Geofe#ile -L- 81 I 30 RT, 35 Tons CL-I, 102 SY Geofenfile DETAIL 9-E OUTLEiT TYPICAL [LEFi i0 FiGHi LOOKirvG DOwN51FEnM� M1iiNL p ECPOIIINo �� S� SYI � U�' '�1 1l0' I.V � BRSH~� � ILO' .R. EST TONS CLASS 'I'=35 TCNS ES? GECTEXTILE= 02 ;Y 0 0 + N a o Fa.- H N w w I = i� W W Z N _ FV- � � � � � W N � Z Q Q �y N JZ W U� s �w o� � ti� zw �W wQ QQ w� z0 O� tiZ jW �� tig �� z O� 00 ti� �� » 00 ro� NN �� 0o a �� ii ° 0 00 3i �� ID �� Q �� ` di a 00 y C�C� � �� n � : � O / � +� � m F c 0 � W � � s � 2 � mip � �s� ='s � � \`\ -�� - �-� � . � - � � ;'. �jS=�� PROJECT REFERENCE NO. SHEET NO. ,�-n� �CALYX �-346� 9 RNJ SHEET NO. �-___.'_�.. � .�'� ,' 0' �; , , , - <. .,..._ �� ....._ __ '��...._ . . ..- .. � .. R ENGINEER N ENGINEER , / �� bJ50TR ONROAD � rL 6 /� U �E \\�`�- � / � 29 S\ � CARY NC Z151 8 � � - . h '9 . 12 � � 2 L ��9R `3 � �e � Em �, � � _ . � ��- �� - '..�.% � � � , . , � � �a�,. cn�vx e .�om , b _ OADWAY DESIG HYDRAULICS � /q��'� � � �� ` � - � � � NC L'cense p F 1333 ' J � �/' � - G __ - 2 bry 6 0 �'I1��I' (� _ __ ., m, �� 6�0 / �% ` �612 � .. �N � i - �, \ ' � � � � ,� i 'e -' = " �m � ��, � '''�� 0 � j , a�e �I � / i ' --� ; :' �, i � �� /�/ � J —�N 69 6 6 . � e -- n � z�, - � � � � � N 6,�0 6'h6'L y V•' \\ L I// 59 SI9� __ __.. _/ _ 0Z9 �929 �-� � / L N d e � v 6° l - Pl Sta 98+94.39 . � �� 9 Q y °' , ��s �29 g s DOCUMENT NOT CONSIDERED FINAL s, ,� � �� ^ �b19 - � = 33° 49' 47.0' ft7�7 - � y� � v � � i - �m / - , . �Z9 ti9 sae � .. UNLESS ALL SIGNATURES COMPLETED � 6m� -' � - i/ �, D = 2' 29' 28.0' \� � � � e � � �� ,�---'� ' l l � �� ti L = 1,358.0/' � � � s�� s � e PERMIT DRAWING � ` �' � T = 699.45' - ��" e � p � � /� � � � � R = 2.300.00' -�� a � Z � SHEET 16 OF 27 � � �� j e i � � SE = 03 ��`� `� ,� � g� � er> `°m � j 1�� li , �., m � I �' �, V = 50 MPH �� szs / � � m w 29 0C9 w � 623,� BZ9�,�� /,. m _ �y , � �� m � es . 4 ees % � . \ I \ �` ;: �I e� I mI 1 �� \ $IYfAR NO5LA WEDDMIGTON.� _-_ � ��^�\ � ... �� / .. � , � . 6� �ncs� �PC L9v?G 458-0� �? �/ I\ a°j . // . . � . . 6 � �_ � � \ � �m/� j ,., I I� -_ � - zg sas s� ag \ sc�- _... _. � y I 1 - �/�' . 622� '23 63e ��— 9£9_ _. / __ � � �� ! � J% �� 31 ��f - - -�z��s �� c�s� _ / . � . . � , �� „�is' � ezm� --- ��eza - zzs-__ s . _ :.. � � , .... � s a � � .,., hce---- - � ', �' / �< � ti . - i-- > � � ,� SITE 8A � � � � - �.�� > � o-r;y i ° a� m�. _ � � � ,. ( �' �a'aE�€row�� 9� � �'. A ` �v � � i �� E9 � T, �- �� as� �; �� : D8�435@�PGy27- �y �� y25-/ .. . .. A, '- � . � �� . � � � �� . - �cn� a m"� ers n29 � ia9 1i�0. ' �,�� / i � � , � � � �, �� ' j�� ,� � � �63�� —�-� STREAM & WETLAND � IMPACTS � � � ��a�� - _ _ � e � ✓ � ` � I , �9 � � — / / ` ` �:�. . / .' � 6 �i,� 9 6Zg BE9 / 1/ \ \ \ � \ ( CHµNNEL IMPROVfMENTS / 9Z � �� I \ I �_. ;� ��/ / / \ \ \ �� '�__, \/ �IY / SEE�DETAIL 9 D ��/ � y�9 �-��- �� DENOTES IMPACTS IN s \-� - �� ^ � %�� Sp �` �� \ �'�� \\ J � � �aea ' i ya�� E F E o --------Pll�------ P�C . ... p -- --------�' o R - t 68 ��-�'� W � _ �� H w � �� N W � i w -- `. ,� ; - � °j ti e e� - � SURFACE WATER � `�s A � 'z71 � �F�� ENOTES TEMPORARY � � � �'� i � � \_ � %/ ' 6� —° �° � ,a,g �� DIMPACT4 IN SURFACE WATER � __ / , /� ... �9s . . I I ` �605 � //, . /�Z � .. _ �` i \ � i ti % ' �' �i I Il - ._.. � � � . _. - \ B �. � i i / _ J \�� /� / / / , � ' / �-' / �� I \ � V s �. � p u ^� 9 � / ➢ � � / Z / j � � l � g �r � D U E � �, s� �/� I � / ' - `� � `- � � , � �� :' � � E_� �� _�_� - E_ - _- c ----------- -��-�---- � ------ -----�--------- � -- - F��p � e°e� �� . -� , � � � ' �-- E E � c c � ..... F ,_QLLE� -"-� � � PUE . . . PUE � PUE - � PUE - � PUE .. . . PUE ---- PUE �'--RllE - -- YUE -�-' ` PUE — � � PUE ... . . PUE �� ", �. _ ,-- - . -----_ o -------- '`---_F ---'"� ` iQ iQ ` ----------- `-- 12 ----------- `------ � �`-- --- - - - - - - - � . . _. _ -.... . . . _ . O� O CB CB �� n ~ ~ w J _ c�, CB �� N w N � � � � 75" RCP-N � N _ _ _ � -L- REA ROAD EXTENSION - ,,; w y„� w � � CB - DROP °�- � . < � .. . � Z � . p . .. . . . . . _ . . . . . . . . . . . . . . _.. __. CB - QROP. - _ . _ " _. _. ... .. _.. .. . .. _ . . . . - .. .'_' _' '-- ._. _ .._. _ . .___. -.—. � __ i Z c 2q" STRUCTURE 6.1' n� . 24" RCP IV STRUCTURE 1.2' � CB � V � RCP-N 2A' RCP-IV 5 � 2 _ - '_ - - - ��#'— . � �.. : W __ � nN , /// F C-_"' """ �o __'_________ � __"__ _______________'________ __ � _'_" '________'_________ �-"' � ___ Fp i� '-�m- Ll___ � _ _ - --� - c - E m �.�,` , F _ _�ryaQO '�'' - E ---PDE�oo--E ------------�------------ ------ � � �� E— E ----E ---- _ . ------ '�� - i , , i E��-E a i RiP aaa s� �_�__� / E E E --E � E� 7 TONS I �' . � ,- � . . . 5 SY 6EOTEXTILE I � PaE' � / � � � i . . , ��P�DE i , _ � � ; � ,��- � � . �- / A � � _ - u�-� g/ ' ' _ � / � i � � �� ' � '� ' � , � Ez�- � ;� � �� \ � __J. � ��' `� �i � ' ` � �v _ � n � � � _ � �E�� ;� �✓�� % � �� ers � - /63z � a � sse � � \ J �\ �N ' I y°i�'� . S\ YERAL 2' @ASE DITCH W/RIPRAP \ 8Z9 m� � � / / , •.:I, JI/�. � 1� SEEDETAIL4=B sg \\ �z� /I <_ I / = 1 �.RIPRAP AT EM@ANKMENT \ \ J �� ,�� 63 / � � SITE H �� S�E D�AIL 9-� � �� 6 � � / a � LATERAL 2 BASE bITCH� I i� �' a' �: � 's 9 �� '�� I . I see pernu 9 n �/� �� i �� DETAIL 9-D ` � � � �� ''� 1 � as z ez9 j WLET TYPICAL �e � / � I ' �� -��N � o R�». �ooK�o o wNs.AEAM� I � `� a -- // ISEE BANKMEN'�J � i 1 1 - Nor ro sca�co � / �ECT r . . RIPkAP AS EM , �`* � � �'. s � �—� 625 � vq/ DETAIL 4 C �� 91 � B 2 2x 6z Z6 J �qpvy[p [xsrNc �621 m / � I '.... 1 S � � � 6'. 8 �6 ( � / iiNC GPOUNp�.: ' � � ,' /66 6� � � i f L _ \ �'' � �2 625 / 150 Sn _ . __. / L �/ 6j0 � , �� 0 z3 �_ 624 0 � � , � . � � �.,.. . .._� ry ' � , .. �j4 � CHANNEL IMPROVEMENTS I , �J� i�,i '� s�9 y2 6� �9 �' � � �O 5 SEE D�TAIL 9-E i i � � � � � �� 0 ' : . . �o � � � si � / m //�\ S OAS�y � / .__ 6`� /� ��j� I I� i ..I � ' 62e /622 620� ti �/ � p� �4Rps � o-/�� / I I� I � � %' m �� , h / � / I 1I I�' I m\� �-��_ // \ . _� / ,,./� \4" _ . r � 62m/ 6i9 61A�� // �' EST T�NS ��ASS �I� 43 T�NS 62 �� ' , a , %;� � / � � i EST GEOTEXTILE IIS SY �� / � � � � / I/ .�.�� , I) I .� '�' ,� Dp�V 36P�wG �2TC ,�'e� ; i i I' .., .. '... ._ .... ..____ V— — 1..� �.'�� ;^..� ; .�". i i ;' ! DDE- 105 CY � :.:-�/ /m0 /� V�� V � �„ m . . , i . �... '. l i i �.w : . i � I ��....- . ....__ 6\"I „i.. . ; . . , / . � o �-.... � /// / � / . � � : . / � ' � / �/ / � �ml l�r /, I i �� 5'./ � � / , i �/ �� / DETAIL 9 B �e,s� � DETAIL9-G � � � � � i �� LATERAL 2' BASE DITCH W/RIPRAP 61q EMBEDDED RIP RP.P AT EMBANKMENT r�m � � m DETAIL 9 A iHo��o s<o�ai /� _-�`"' �No��o s�a�ei / � � � � LATERAL 2' BASE DITCH b / f INorro smlel //�{\ �o�^^. ))) b Gro�nd 2 \�- `F'�� - ✓1m m` / Dixh // � ' � 'I p 1�. �h. Slove ...\�6 Grade 1.0'mi� 1.5 h �� G �nd 1:l p 1� 1'iF�. Slope F��a B //�' '� �/ i/ VM1 I!/ � 8 n2D1.1.5 Ft. Fabr� Mn D 1 Ft. � �// GEOTE%TILE -// a B Mox. d 1 5 Ff. � / / 'when B's < b.0 B 2 Ft. � l "� 6=5 F. Type of L'ner CL I Ri�Rop �y � T of L'ner CL I R' Ro E bedded � / �' 6 5 H . YPe P P 1 m I �� ;��j / /� ' '0 � ��,` -L- 60+60 RT, 43 Tons CL 1, 115 SY Gaofe# le I 1 FROM -L- STA. 80+67 TO STA. 80+92 RT FROM -L- STA. 81+35 TO STA. 82+00 RT, DDE = 27 CY �� I �. DDE = 17 CY 32 TONS CL-I RIP-RAP � �. ' -�- b1 I 30 RT, 35 Tons CL-I, 102 SY Geofenf le � �r ti w/66 Sv GEOTEXTILE "� ti , �' � - �� h , � �h�, / -\- 630 /�/� 6 ` __ .. � � � / / � `63��j6�0/ � '. l � 1�� . - , v � 6 ; m « 0 � � � o v z � Q � � v � N � � ��J JW i oc�Q � � 2�� Wzo s 0 Q�z Wzg tiW� �QW jWz ��O W�j ti Q�� Q� W �o �OU 000 WW� titi� �� »> OOC� �QQ �� 000 NNN �� 000 �� 000 I i p� ZZZ � 000 � �� WW�� a �� C QQQ �: 333 s �� 00o a �� z �� 0 � � � s i 0 mi� — � — SITE 8 80+88 - 2 � I' x�' RCBC �- II' II -�{ � z,o� Hi�H si�� g� 0' LOW SILL � � � , EAST BARRE� WEST BARREL INLET/OUTLET FACE (LT TO RT LOOKING DOWNSTREAM) N�T T� SCA�E � CALYX bJ50 TRVON ROAD CARY, NC 2J518 pFanc 9�9.851.1912 CALVXengineers.com NC License M F-1333 PROJECT REFERENCE NO. U-3467 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 17 OF 27 � � � � O 2 ; Q �NU �O� OZQ Q� � Z I� I N lV��? z c,-Q o QJ�az > �W�aQ � z�� oQ J� ��ii o � O . J I PROJECT REFERENCE NO. SHEET NO. 5�� s� � � � CALYX u-346� io xW �� .... .. ,��j �2 ' e coNsu�in� {yyy SHEET NO. �--______ _ �' P' G� .+- �- ._-- . , � �� ... � � b�soravONreono ROADWAY DESIGN HYDRAULICS ,.- �, � . . ' y r�, 0A � N l0` l7' Jr�i.9° W � caav Nc nsia �nN o�sr � � , - �� `� s, `�`' '. . � � 3� �. � � g�'��- s_ - _ � / � �� Pn 9 . 9iz ENGINEER ENGWEER ✓ _, � 6 1i �� sse � ��'z � F, �5�� `� � �0 � / / 56 � �� ` � W�J cnivx 9 .�om ��A�,q� ms ssa �� •J ��A[� ��4 �. �� ..�AEiN D. RicH R6 G. �Si 6 / - ��i r�c ��e�se x c iaas ��G`' S J\\\-. O�� FAMILY MITED ARTN SHIP/ � 655 � ` �. � r \` \ � n 6 66N � \ / l/ J� � J \ / Sa / _ O, f _ `Y �`) .,�/ � I � � � I \ , --s4�46 I sse sm � /�� \ �� \ �\; � �� Y� y 9 p / �� , � /� N I 65"I i�',/`b?�� \ � N / � in \ � h m � m w " � _ ��g F � � � � V I `° � � � bas� ya � � - DOCUMENT NOT CONSIDERED FINAL � �� _ . A � � 5z yy� . UNLESS ALL SIGNATURES COMPLETED �m s � �� m 65e �,q `° 6« �� PERMIT DRAWING / �°' N � 6 � j°' ;, � p ,� �E—<_, � � 640 �� SHEET 19 OF 27 � � 9 l�' � � � ; `�.�.--664 �. �... � �\.'y \� u�,y 64 b8/6� 6 ;,. / ed " � ' �� i �\ GR` 6�A5 /6A . . ,' `. � ��' \� U . Y� � O 6 �n' �n 66 � Z �� :, .,, _ \ � / � . � ...��i �� 1 \ � ��A i � �L9 �-` j . . > J\ � \� � `t' 0 / gZ9 � �.. .. � _. �� ( /\ T \-\ �Jl p p \u y m � ( � E�,. � mo, 6 - . m ( \� __,,�-, I �.� � po � c m I � '� � �m� g' . .� , � , � ,� \, � � � e� �ti�, . q � 653 � �..�_66l �y9 1 � \ + �\ �, � \ � . n � l i , � \ . ss e3 11 Y I n - � � u�i `. I � �'�—ELi}�B�H �` � C. RO T � .. _ _ _ _ _ // ��' \ � ' � �n a� _ F4FNLY�L :?� TPJER �� SIJCAR MA�NOoqA DI T N. LC. � � . `� 2 6 ,� \ � \� ' ay �� ~ S _-- � '�. _ "� . �i� ._ee{)�-- � �\ � S� \ \B£g� .. � 05 � ,�� A 65 m� � 9 1 �i i � �� s �=s � �,iy'�� 6a°"�\ �;� � f^ i 2 � ss°9 �se ncs�.�.. O ��\4 y31, � 1� q v+ \ 9 °s9es s9 eas 6bs <ay `� mas 9 sss � \ s m ; � �� \�� IB E LO�MENT.CL . G� , � ) U ^,\ y S9 2y 8� .. � � m 99 '�, � � \ 9y 5. �m5°' i5g ��' 1 � ,... � ,� , R P_I I I u; i ._ ss �. Z�g � � % ,... 9/_- .. �/(//" / u \ `� � a;= 9 ( ��"�� I 9 7 �' s ses �a _ � �S � I � < I �� \ 6s9 S69 6 // m a S 6 0� a / � \ s .St A c• � v �o�' � � � ' � cF I cnc III y� ... \ �`. ...� �\ 9'� �......, SS5 `9\ ib9 �,�9 � N 1 y 1 \\ i ': . � . . � � sP N s � . ss \ sSS c ' E _` \ n i I � �� \ � �,�- RETAIN .___ _ \.�___� . \. _ _ b �/� � � �; % � E ''' /�`\ ``.\ y � <, ��\., \ � �� —� _ s9 i � - _� �� ...... ,, . � � ' � � �. .______... ... �..'. �LC 969 � .. % / iE E_E' /%/�, �\ F._J � / � �`,,_ �\�_'_ ;. , 9�� ----- -� � � ��_ _-- R �� /' � � � --� --- ------ - —e -_ � � � � --------- ---- _ _ � F roE m R ; = - �. _ � � � — - ".- � '� ------------------- �- _ �' ��, - ' -- F , E PUE; � .. - _�-- r� : , «� -�- ------ - ��, � E 5� -- ... _�'� -- ------ o i --- ------- , . �� , .��' -- -- �� , � PUE ___, -----� - .�i.� �_/�_, __----'-�'�--- ----- -- - ----� '� aiaaeo — - -- EXTENSION oi - _� ----- EA ROAD � - _ � ,_--- - �c _ — -- ,� E ��- _- - p „ ls' --- ----- -�-- __ - - -. - _ � pU _- ____ __ ., _ � " c -� _ ____ --�� '_ '--- F ,-'� -� _-_-_- _� _ ' _-____ -_ _ - . _ _ L __ _ � � � __ � __� � � � „ � - - I P V N 5 84 WEDD/N6TpN /70A0 - ' ' �P � LI 4, � -- _ _ _ __ . VE �� , �'� - - - - _ � v — - � `C < �� --_ 9 �� P�� P .e C % � /�R�P �� 9 _- - _ . . R _-- "_� _�� '`_\\� �, ��, __n _ _ 1 D -_- -__ y _ � R N �` --"_ -- ________________ �--� � o ' � < ---- o— - � \ � o � � / — ---- _ ------ - - \ �� ;\ � ��, - � --- -- - — _— _— D - --- F o / - — � ', ----- _ - -- - - -- -- -_;---� ' �'�,,\ _ _— — -� ��, } �� ' ' �� - -- — _ - \ �'_ ----- _ ,, , N ✓ �g � — �� m° , �P�,',- �� P �. _ s is° Rce ry c _ � D�_ -_ - �\ c o �� __ - 615" RL� �� R o, o, . .. � -�� CAT-1 ,-_ _ - �� _-- r `5, z = " ------- ��'� _ - -- — '- Q y P-`V _ . - ___ F. . ... . _ ""____ F __ E . 1 � � ,, CB C 4=RCP '- ______ CP �V ' � in � `O � GP IV r U� C , /� - GREU,TL 3 �"_ _ �'\ _ PL. � d � �,� -_ �� \ O � �j J � � , 15,�ryCP-N _ _ ""' F '� F'-� . F �. ��' /— -'-_-,` �� ^ CB 2q" R "_�� - ---- � � � E" �f _,�- � �� ruE � ` � ,"� � Q � E e � y �r � ---'" � --E - F _ E � . _,, c , � y u� . `y `�'n ��E� -� � u, � � c`_____ �� F ��, � � / y � � � oo � � / � �- ,. _ R, � � � ��_/E � ` � ; �� 'ca, � � 7 > ` c � � � roror000 V ,E ' � � � ' �''- � � � �c, c� � • P, � �, � � � \ -zq„ NNNQ� r � _ i -. � � ,a� � �� f� �c�rk_ 2 an � � �as�� E �B �i � N � / '� � / � eqa � �� `� � �m � � ��_ � �� m � 1 I � -� — F i.�' �� J � � �� \ �� E "� �7 ��'� � � ! � - Q ,_�oc� �,_ � y9 � � , � ; ,G" e �� 9 � � � � �� ii � � � � / 2220 . .� /� 9 � � 6�'99 ( � N 99 000\� / l�! � ai/ m , , �,9 \ / � /�. .. 9 / � 563 �� / � q� - . . � " . � . -.. . I � ___ ]» I I i � � ' ��_� 9 � � / �`O � 66 � ��C�C2c'� �� ' �' r � °' 0" ti�g . � � G�- � , QQQ�� ; i � � � �� . � � � ��w� � � �'I �, �� m� STREAM & WETLAND IMPACTS � � �� J /, �� ss, 000 a . � � u ��E L9G1�Wf �, ( � ,. 660 6 - - __ \6� s 4$ 6 �� titi�� / , � m v / ��'� �, DENOTES FILL IN `� S¢� i22�� /� , . d �. � � ` � � WETLAND HE DEaL �ARM. LLL. / , �, m � ��Q� ' i (` �, % �E9 a \ � DENOTES MECHANIZED �� . �l` -� .# � � CLEARING . � 668 �� i � � m m ai � �� %'� °' '__. . � � SITE 9 � � 6y6 ss 3 w � � � � a -0 � � I ��1� �� ) ss9 - - — � � �� a � II I w I � /� `\ ".��e� .,.v� � � y5 ` _ ; � I �// � � , , ( m' � 1 a. \ � \ 656/�� - ' . , \ � F , , � 6>e 6 P e: , 0 /�� \� �`L / % �� P 65. 655 6'' . / � : C W /,o � ;� -Y/ _ _L - . ...\65. �"I l i' � / `O . � / 0� � i/ � Pl Sta 12+48.14 Pl Sto 98�94.39 � '� �`'� "� 5� s � /' ri p= 4P l7' 05.0" ILTI p= 33° 49' 47.0" IRTI m �� s� D= l0' 44' S8.8" D= 2° 29' 28.0" 6' a3 � y�� r� L= 384.06' � t= 1.358.0/' �, s> �m �� gsa � �� T = 200.79' T = 699.45' � � � � � � `� � 6� /6^� 648� �� R = 533.00' R = 2.30600' �, �� _ � � � � � , � � � � �� SE = RC SE = 03 � � , �� . � ; � ; � � � ! r � � ; � . , � \ \ , _�o , , �z � * V = 40 MPH V = 50 MPH � � � � � � N� � 6 � � U � � 0 � z w � �Q zw C�� Q� � O� ti �w zz Q o� z QO W �� ZO �O �g ti� Z O w � i i i i i �; i �� 0000 � \\\\\ON I I I I I� I � : � a � +� C N O � w � � s � 2 � mip N Qz �3 � � Q Z TRAFFIC DIAGRAM ADT 2019 p 3,992 ADT 2039 = 4,952 V x c� 1,996 = 1,996 2,476 ,1 �2,476 _�_ -�� -L- 20,316 NC 84 20 316 28,396 �NEDDINGTON ROAD 2$ 396 O � � h O O '�- a � ^ �Qti h W i2 � y � W 2y - J U 2 ___. SPECIAL CUT V DITCH SEE DETAIL 13-A RETAIN d W ` V _ n/'U i PUE REMOVE - n E I — PUE " m U � __`` . `pG� /� — F __� _ _-____- � / �E -L- PI Sto 154+01.53 p= 34' 37' 20.2" �LT J D = 2° 20� �9.a� L = 1.480.47' T = 763.6/' R = 2.450.00' SE = 03 V = 50 MPH � / PROJECT REFERENCE NO. SHEET NO. � CALYX �-346� �4 RNJ SHEET NO. b�soravONreono ROADWAY DESIGN HYDRAULICS caav,Ncnsta ENGINEER ENGINEER pFanc 9�9.851.1912 CALVXengineers.com NC License M F-1333 � h 5��, 'I �B 5700 PG 925 — PC IPG 409 PC N PG 2B0 — — — �: — BOCDAN GRil;: . aHoeer cRi1s.�- oe sioo Pc szs PC IPC 909 / ,� � BOGDAN GRIT54Y � AN�REY GRITSAV DB 5700 PG 925 / PC IPC 409 PL N PG 280 —� � — II — �� i- � eoco rsnr - / ANORE SAY � BOGDAN GRITSAV / DBPC i0�9609 I ANDREY GRITSAY DB 5700 PG 925 � - - PC I PG 409 / �--- PC N PG 280 / / I A-CF NNELIMPROVEMENTS / — � SEE DETAIL 14- � � I / 1�-F�s \ / ��S �' L4TERAL 4��'8p,5E DITCH W/RI `� � � UNION COUN�BY6B4/+PG 609EOUCATION PC 0 PG 693 O ° STREAM & WETLAND IMPACTS ��"�� //-//� �n �/ /) �,/ �� pANGRITSAY C�zOITONS� I / �l\ � .�oRer cRiTsar � � �- � �:. 5700 PG 90599 SY GEOTEXTILE DENOTES IMPACTS IN �'�:i 5700 PG 925 SURFACE WATER - NC iPG 409 PC N PG 280 � DENOTES TEMPORARY IMPACTS IN SURFACE WATER V PLUG AND " FILL W/ FLOWABLE FlLL �. �E E_---_--__E—�E�� '_ __'-'______________ C \ _ _-- F ---_____ _ _ .<�.' � C8�___-- � PDE� �PUE�E� � �/// II F ---- �� F '. c� :-REMOYf--��- -__- ',, o -' W / - 1 ' F \ J " I �/¢W / - E � -- � --- � �, soa E�� yv �, REMOVE ' F �--- PUE ` REMOVE � \ RETAIN 82 GRALE BAPT157 CHURCH OF SOUTH CHARLOTTE DB 9829 PG 566 �7 HiLL ' ��NT, �LC. �G 99 .PG 25A-263 — ' COLFIN 4H-NORTH CAROIINd 2. LLC. )_ _ DB 641IPG 747 = PC f PG� 85 DETAIL 14-A I LP.TERAL 4' BASE DITCH W/RIPRAP �No�ro Scale� �NaNrol . z Fill cro�nd :� p 1.� i��. sioae d fobr� g Mn D-1.5 Ft. Max. d=1 F. 'Wne� B ': < 6.0' B-4 FI. Type of Liner� CL-I Ri�rRap 6-5 Ft. FROM -L- STA 159+00 TO STA 160+00 LT� DDE = 50 CY -DR- PI Sta 11+84.67 p= 36' 35' 45.5" ILTI D = 57' /7' 44.8" L = 63.87' T = 33.07' R = 100.00' Fes ,.,. - - - � ------ - -----------rt _� . - - \\ _ .. _ q _ _ -___- _ - .. O _ \ - 'n I b _ — ---- - - - - - � / A � _____- F _ ��, W o __ --__ � � � _ � � \� '�� - --- -e�cEu r�-s o ------ �E - � � • „ ,' F -- -__, P�u� ° - - . �m _ � -- E-�E F --E--<-- ----. F - - � E ` j � - � � - — PD I � �'� P°E SITE 10 � P. � 86 I Ja50N & AMY OICKEY / REMOVE 4 LF I � DB 3243 PG 92 AND RETAIN P� F PG 198 �� CHANNEL IMPROVEMENT$ / SEE DETAIL 14-E � � � � $$ CHANNEL/�,Fj�NGE W/RIPRAP .. _ _ .. � l 25�9E DETAIL 14-C JOSE RAFaEL CONCEPCION OUIROZ �� 87 MICHELLE GIAMMARINO JAMES H.& FRGNCES M. �]I DB 6497 PG 201 HAftRiS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 20 OF 27 / / i / � ,5,; TEOO�.D'" � j6 19PG PG A REMOVE , \ F ,,--_ _��.ti-3 . � O, O O k B r � 6y J� y J N �y � Z`n I i U P / rZ � , �P�E� F-�� '`_ / POE k � I pDF �CL B RIP RAP J \ ^ i 5 TONS \ � ta sr � . GEOTEXTILE ^ N L LATERAL 2' BASE DITCH , W/RIP-RqP SEE DETAIL 74-6 90 wEoowcroN . RETAIN pC F PG 198 DB 1329 PG 608 GORDON RITCHIE PL F PG 198 ANGELO & ELIZABETH aCITELLI DB 9829 PG 566 PC f PG 198 \ DB 1302 PG 577 /� PC F PC 198 � DETAIL 14-B LATERAL 2' BASE DITCH W/RIP-RAP ( No� lo Scole� �Nafurol Gro�na d 2:l D'1,� 1'iF�' sioae abric B Mn.D=1 Ft. Max.d=1 Ff. ^wMen 6- �: 6.0' B 2 Ff. Type ofLiner= CL-B Rip-Rap 6=5 Fi. FRCIM -I- STA 159+R5 Tn CTA lAi+dS RT� 75 TONS CL-I RIP-RAP � DDE = 65 CY W/160 SY GEOTEXTILE 52 TONS CL-B RIP-RP.P �. W/116 SY GEOTEXTILE DETAIL 14-D INLET TYPICAL ro reic°1 ooKinc oowrvsrreenM� I �EGROIIN� � u� acc�s�loNs� EST T�NS C��SS �I�-II5 TONS FS GFGfFXIIIF- c.� _>i DETAIL 19 F OUTLET TYF��AL c�EFT ra re ��ir �oo�Nc°LdowNsrRram� NS , � �.��, Ftl-}yns[1H ti �" `> � - 1� � .I (15S I�-�'? :)N� ��- c�cr�xri��- ao s oeE= i�so c � � 6 ; m � � � � � � 2 W � �W � Q� � O� � �W 2Z Q O� 2 QO W �� ZO �O g �� N Z K �� oN��NOo� s0000�o VNNNN�N �� i �0000 \\\\\O� �v?I I I I I� � � 3� �OOOo�C'3i � � a , � +� C N F c 0 � w � � s � 2 � mip O O O f a �� Qti h W � y � � W 2 �n r U 2 _ _. , ' P°� - SITE 10 // J'� / � 4 JW SPECIA� CUT� �¢ V DITCH � AIL 73-A / ET � � /�0�/ � a. 64� IPG fep � � CALYX bJ50 TRVON ROAD PARY, NC 2J518 Fanc 9�9.851.1912 CALVXengineers.com NC License M F-1333 � �6 � 9S \ \ \ / PC IPC 409 � � � \ � �� ,� �-� � �� ,. • ' �j � BdG A C�I AY . �n M Fa / \• \� � � A �REY G(QSSAY � `O � � � "�59a`/ /��\\\��q°� � P C5 I P 4�99I�5 �� ( I � �/ 2�6 / '\�./ PLI N G�8Q I __ sf ---�� _� � � �� M � � ,-- — h -��—� �� _ �\CUNIO COU �OARD OF EDUCATION � � \\ � DB 61 4 PG 609 !o°j � I� O " PC 0� PG 693 Sag ➢ �9 � _�p � � O �,� � � s � , _ � b � - �i � /4. \ \ � / �:::BOGD �� TSPY � i � � h� � 6� \ � � �'p�N�RE SAY/ � � y d s eg\� P��0 P� �5 `S � o- � C I.PG 909609 l I Y // �25 I � _ .__ \ . �'.6S \.... � . r. l:i '. � � �� , -_--- �� . � U ON C TY BO D OF EDtI ATION� ,� � a - G N�G 28�, � .. � s9t � `DB 6134 6 \ I ) _ � RETAiN � . S$ 1 PC D PG 93 � � � ,,.__�s . . �: `. , � � �I � ��NNEkIMPROVEMENTS / _� _ ..._ _� T __- __-� ' i: ,,� . _ _ � SEE DETAIL 14 � � % �`sez.. g,3 � ��% , /,�� '�.�-� s� _ / � _ � � � � �i . 7 � �` `- ea4 � ;a� � � � � � � � �^7 . . � � L47ERAL 4��'8p,5E DITCH W/RI `� �� % �/ � � e ° '� STREAM & WETLAN /�� / � �� "�� , � �� ` �� y� � - D IMPACTS �p�N GRITSAY � '�CLY'RIP�R,4P j'.-. �- \`q ` f\ \ �bs � W . U f SURFACE WATER O��E � 9 I / 1 � � � DENOTES IMPACTS IN �>G 7Mf P�G p5 � 6 \� ✓ Q , ��jL�" � � � � __ �R7a� n��4 SY GE I . � � i � � ' � � � �� 5 - m TRAFFIC DIAGRAM ADT 2019 p 3,992 ADT 2039 = 4,952 V _ c� 1,996 = 1,996 2,476 ,1 �2,476 _�_ -�� -L- 20,316 NC 84 20 316 28,396 �NEDDINGTON ROAD 2$ 396 -L- PI Sto 154+01.53 p= 34' 37' 20.2" �LT J D = 2° 20' I9.0" L = 1.480.47' T = 763.61' R = 2.450.00' SE = 03 V = 50 MPH -DR- PI Sfa I1+84.67 p= 36' 35' 45.5" ILTI y D = 57' l7' 44.8" L = 63.87' T = 33.07' ' I �I R = 100.00' � � \ 1 . 6 .. ., � �S, \ � \\ �g \ \ \ �� 5 � � s / s 9 N Qz �3 � � a Z PROJECT REFERENCE NO. SHEET NO. U-3467 /4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 21 OF 27 �C A Yv REMOVE . ... I I �.. - } � ENOTES EMPORARY . /�E i;. - 1 I / " — \ 5� D T ^ � 1 _ _ -- -� -� _ P UE— O V E - n V l / U 9b5 . IMPACTS IN SURFACE WATER �I ( II I i I I I) 1� O PDE i{ k � % �' G R E�� -3 yy� / _ V I b / I w P FJ I I �I � / _ _ .. _ _ �-� PLUG AND �1 :: � , a // _ Y c I FL WABLELL�W/ �.� ..-- � —PUE — J ��--�_ . CP�- �-REt10 P�E � n' U � 1 ` i � �-- _ __ G� / I LL � REMOVE / �, ' � , �'�„ F � . �� ` ; - - ��- � � ----�,� � o F E_ � � 5 RCP -`____ � I i �— Q__ � N �- A E- �� E � F -----� _ �� -------- � — E -- E _--- -- - - e�� F �_ __ aemov�----- � - - _ '— --- a� _ --- - - — -- � . F � ,. E �'__ � � __ .-" '__ z �_ RCP IV . . .. '-' F = -_ "'__ - � Fki � � � � �� ----_ o va -"""' .� -._ _.— .�—_ CB- . . --�.. �� _ - _ _ -- CB � _ � u '�-� __ ry�? 48" RCP_�y __ .. � �_ ��.;:-��-- _4�"�EC�-W-- ___ n N , CB DROP SiRUG KE 5 2 ' _ _____-__ ' \ ` ""' 48" RCP-IV . . � - ,. . ,- CB __ ___ /tl � �, - h — n _ � - -------- . . i __-________ ------- -____ -___-<_ REMOVE __'_--_._-_- _ -� ___________ _" w� r ��__ _ _ � _— _- > - _�� _ -- _ — � ----- � F ' � '_"� _ _ _ __ - � � z E�/ E — --- y -,: °' REMOVE ' �-- PUE- � REM / S� DETAIL 14_A LP.TERAL 4' BASE DITCH W/RIPRAP �No�ro Scale� �NaNrol . z Fill cro�nd :� p 1.� i��. sioae d fobr� g Min. D=1.5 Ft. Max. d=1 F. 'Wne� B': < 6.0' B 4 F1. Type ofLner� CL-IRi�Rap 6-5 Ft. FROM L STA 159+00 TO STA 160+00 LT; DDE = 50 CY 75 TONS CL-I RIP-RAP W/160 SY GEOTEXTILE 48" RCY-IV � � FE5 �� - � - -- -- _ -- ,� ___ - o � - —_� — — _— _ _ `6 W � __'- " '�, " � � � ,,, ----c�Eu r� s o � ___ -------�i �E i �� - - �-_ PLUG ' _ _-i - -. - � _ F ` ___ c _- F - � -E ---- � C - --E __ F � � �E -- — — E i _eo - LAIt1iAL "1" NASt UIICH W/RIY-W1Y ( No� lo Scole� �Nafurol Gro�na d 2:l D'1,� 1'iF�' sioae rabric B Min. D=1 Ft. Max.d=1 Ff. ^wMen 6 -z �. 6.0' B-2 Ff. Type ofLner= CL-B Rip-Rap 6=5 Fi. FRCIM I- STA 159+R5 Tn CTA lAi+dS RT� DDE = 65 CY 52 TONS CL-B RIP-RP.P W/116 SY GEOTEXTILE REMOVE 4 LF I �mv�� e S� . AND RETAIN I 1 . �� ,� . � ��'�, . \�l s�� ' ��os�fqF'a�E cor�e�cioN ou�a6z � �� As � - \ \ ��ta� D EX�71PMMAp1Np� JAME�"N. & FR4NL'€5 h1 ,q �R�Dt\ �/ , C1/LOI HARRIg � \ y RI FM� P F P 198 �0 1329 PG 60 ,��,p �j / �� PL F PG 198 � ; �982PG 86 \/ �-�� ,/ � � � � -BLS 0�' � \ —bL5 581 580 \�e 5 5]9/ �_��-' , � S � �� ,�e� c�ass � a qnP 58 TO �/' �Z0 r�� i �IP S 45� r_ � ��,[S� m9S� � .. ..�.. .� �� , ...-- " _ .:_ _— __.,. ........ / � h6 �� ' h6 5 Bp'GOAM�f�RiT'. �ANOREY GAtY'. /DB 5700 PC ' � NELIMPROVEMEN�'S SEE DETAIL 14-E�_ 59- � �� +�. .. DETAIL 14-D INLET TYPICAL ro rec�T ooKnc oowrvsrrecnM . � P ' �- . EST T�NS C��SS I II5 TONS FS �F��F�IIIF .� _>I DDC= 310 Cf O O k B r � 4y J� y \ J� J y ,— Z`n � i V P / rZ L � i � i ,- �QpE F �, : '" / pOE } " �- _ POE � CL B RIP RAP � � \ ^ 5 TONS£. I 14 SY \ � � GEOTEXTILE \ \� \ � , 5� �� LATER.4L 2' BASE DITCH \ L �„��'� W/RIP RqP � SEE DETAIL 14`Q __sss 9� �s � I WE-0DINGO�OK HOMEOwNERS SOC.,LLC. \ \ % S�B I4o�3 P��TO� r '��\ ��. DETAIL 19-E OUTLET TYPICAL � «EFr ,a R��7 �Bo��N�`oo � i� �s,AEaM� _ . \��\` ,._. . . l � \'�] R D \ � \ a�s AONs ��"`a nu B ��i F-' � `� � - 1� �.I A � I :,N� C� C�TC�TIL 8 _. �DE= I°50 � i � 6 ; m « 0 � � � o v z � Q � � v � N � � ��J JW i oc�Q � � 2�� Wzo s 0 Q�z Wzg tiW� �QW jWz ��O W�j ti Q�� Q� W �o �OU 000 WW� titi� �� »> OOC� �QQ �� 000 NNN �� 000 � �� 000 a I i p ZZZ � 000 � InInV1 y �� >->->- U 333 s �� 00o a �� z �� c � 0 � +� C � 0 � w � � s � i 0 mi� � S ITE 10 59�g� � � 2' x7' �,C�C CULVERT TYPICAL @ INLET/OUTLET FACE (LT TO RT LOOKING DOWNSTREAM) NOT TO SCALE 7' 2,0' HIGH SILL � CALYX bJ50 TRVON ROAD CARY, NC 2J518 pFanc 9�9.851.1912 CALVXengineers.com NC License M F-1333 PROJECT REFERENCE NO. U-3467 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 22 OF 27 R W o � � Q ozz QOQti �Wo COwQ �Qz cnWw v�W QtiQ ��w � o�� Q� z � w � c� W Z � �QZ W Q Q � � O � \ W � ��O Q Z � Q O W Q Q � ¢ O � � O �OU O � � � Z�o� � �W� � z � YO�O � ti U Og�Z ¢� ti�Wg �W W�� Z �� O��W aQ zQz� � �� Q�OI� � O O W J O Z j ti U � � � 2 � �� O W cWilZ W �QZ OQ� I;Q2¢t�o � Z�I� UWO�� Q� ��j�Q W?� �2�0� QQW ?�Z�O � � QO� U�� O� J I�� Z � W I�Q�W Q�� om��OQ U�O�m�W�W Q Z � ~ WWW�jwW�l� ��W~�\U� � »>0�00�0 Qooa oo¢z QQQQW��Q I � I NNNNOro OOOO�O N N N N N \ \ \ \ I \ O O O O � \\\\�N ��0� N I � I � O O O O\ O �? � � � �� > > > j I j �i W W W W W � � � � � � a a � � � � � L Q Q Q Q� Q 33��>3 d W �� a O O O O O y I� I� I� I� � I� n ZZSScn= co � c � a i � c E 0 W tn � s i � mip TRAFFIC DIAGRAM ADT 2019 � �32 ADT 2039 ¢ $92 d > 50 716 >100 ,1 � 796 _�_ e WEDDINGTON ROAD —L— % —L— NC 84 WEDDINGTON RQRD �� / DETAIL 16—F xEw s qE mapH, SHALLTBEATRE TE ' in. ISN GRAD - S SPEGIFIEDAIN PLANS � � OF E%ISTING C ANNE Fl0' EY CHnxx[ � IxvEPT �� T� ao.vncreo aoMracreo PCRFILL RIP-RAP, ptKFILL CLRSS I �x, P*x� SECTION A-A � xsi sroxe E r'jp oF"ex°s*iuc ei nxxei x .s PLAN VIE O O _ t 1� �A — a W N W J � �w W W Z N _ t� � / \ eo� �0 <0 comvncreo a BFCKFILL ��T[ STALLEU IN ACLORUAN[E WITH THE s� e�ioiK�sxpupoTee ixsinii e xxrexraee aetwesx sxxs*xxs cxaxxe� u 3� BOTTOM OF BLOCKPSHOULO�BE�A�MINIMVM OF 2' BELOW TNE INVERi SECTION B-B oi a�oiK`s:o��oTE:.Exo"aEm=x:mum or 10' BEVONU r�e �:.:rs aF .xE ExiSiixG SixEam CxnxxE�. W 5) zxSia�� ExOSZOx COxixO� mniiIxG AND SEEU IN nCCOPOPxCE wiix CHANNEL BLOCK s, �oMPA2°'aa<KF��' o`E.:EC; Po�s�a�E`ow a:';xE`o�&E�;�o� oF NOT TO SCALE TNE ENGINEER. FROM -L- STA.176+65 TO STA.176�95 RT ��--��.., ��. �� FROM -L- STA.178+55 TO STA.178-90 RT \��'"�i,�� —L— Pl Sto 175+36.59 p = /7' 30' 05.0" (RTJ D = 3' S2' 16.8" L = 452.08' T = 227.8/' R = 1,480.00' SE = 03 V = 50 MPH —Y4— Pl Sta 10+66.08 Pl Sto 12+04.39 0= 3° 39' 15.3" (LTl p= 40° l4' S5.1" fLTI D= ll° 27' 33.0" D= 22° 55' 05.9" L = 3/.89' L = 175.62' T = 15.95' T = 9/.6/' R = 500.00' R = 250.00' SE = 04 SE = 04 V= 30 MPH V= 30 MPH �:.. �� .,,.. ....�..o„a..o.,,m.,...�6,. .aa z ....'XL ,... SELTION R-R ', ��E SEGTION B-B ' ��EPLAN VIEW *oF SECTION L-t ��`,�. �.�,�,�."" CONSTHUCTED HIFFLE DETAIL..16-� STREAM & WETLAND IMPACTS � DENOTES IMPACTS IN SURFACE WATER � DENOTES TEMPORARY IMPACTS IN SURFACE WATER _ ry N _�_ � PG 282-B �L _. _206 PG 472 ... D6 4 I �,-:. . .. . CY D8 3096 '�'� PC B PG .�.:.:.. . \ \ � � PROJECT REFERENCE NO. � CALYX �-346� RNJ SHEET NO. b�soravONreono ROADWAY DESIGN caav,Ncnsia ENGINEER pFanc 9�9.851.1912 CALVXengineers.com NC License M F-1333 0 N Q � Q z SHEET NO. /6 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 23 OF 27 ' �" _�' i 7o wwE�. . PLAT BOON 6,PAGE 52 DETAIL 16—E EMBEDDED RIP RAP AT EMBANKMENT � He� m s�oie� GEOTEXTILE J Type of Liner- Cl-I, Rip-Rop (Embedded) —L— 180+85 � RT, 8 Tons CL—I, 10 SY Geotextile CROSSROnOS CHURCii O O O� � � H w N W _ J N I w w N Z 2 H � FROM -L- STA. 176+39 TO STA. 179+30 RT DDE - 2600 CV W/360 SY COIR FIBER � � a �, o � � Q ozz QOQti �Wo `°wQ `°Q< �w� U\� �� i � � ,u za� oz,; Q, zW� �Q, W Z � �Q2 W Q Q � � O � \ W � �� tL Q Z g O o WQQ � Qo� � o �� zO�� z � YO�O � ti U Og�Z ¢� ti�Wg �W W�� Z �� O��W aQ ZQZ� � �� Q�� o�w ��oz� ti� �� z� �� ow�� w �Qz aQ� �Qz¢� � ��ti �wa�� Q� ��Q w�� z�� Qow ?�=�o ��Qa� �� o�J �� z �w�Q�wQ�� m��Q ��a�m�w�W Qz �� www��ww�ti ��W~�\U� � »>0�00�0 Qooa oo¢z QQQQW��Q I � I NNNNOro 0000�o NNNN N ��i� � �� 0000 � �� ;;;;N, � i � i � � °� O O O O\ O 3 � � � �� > > > j I j �i W W W W W � � � � � � a a � � � � � L Q Q Q Q� Q 33��3 d �� a 0000 o y �tititi�� xzzz�z m C� C� C� C� W� � �� / � c � a i � c m F C O C tn � s � i � �� TRAFFIC DIAGRAM ADT 2019 � �32 ADT 2039 � $92 > 50 716 >100 ,1 � 796 _�_ e �0 NC 84 ,n WEDDINGTON ROAD r So or�ex�s*iuc ei nrvxei T xm rs PLAN VIEW 0 o _ + � �, _ aW N W J � �w W W Z N i U � � � � � , J��/ I / J ' 9� \ �h�� / � �� i� � � / �S_\��, /, /�[;� � F' � �// �� 1 558 -L- NC 84 � WEDDINGTON ROAD � ��m / -. SXALL BEpTRE TE Min ISN GRAD - S SPEGIFIEDAIN PLANS oF E%ISTINc c ANNE Fl0' EY CHnxx[ � IxvEPT �� T� ao.vncreo aoMracn PCRFILL RIP-RAP, ptKFil CLRSS I �x, P*x� SECTION A-A , :s, s.o�EE Eo� \ s� comvncreo a � BFCKFILL ��T[ STALLEU IN ACLORUAN[E WITH THE -- 2) B�LOGK�SNOUpDIBE INSTALL E INTERFACE BETWEEN E%ISTING cxaxxe� u 3� BOTTOM OF BLOCKPSHOULO�BE�A�MINIMVM OF 2' BELOW TNE INVERT SECTION B' B 4) e�OtKE5x0U�oI[xi[xo�nEmixImUM OF 10' BEVONU TME LIMITS OF TXE ExiSiixG SixEam CxnxxE�. 5) zxSia�� ExOSZOx COxixOl �MiTING AND SEEU IN FCCOPONxCE WITX PPOJECT SPECIFICATIOHS IMMEDIATELY PFTER GRAOtNG. CHANNEL BLOCK s, �oMPA�, aa<KF�� ,o E.,E�, Poss�a�E ow ., .xE o�wE�.�o� oF NOT TO SCALE TNE ENGINEE . -L- STA.176+65 TO STA.176-95 RT � �' �- STA. 178+56 TO STA. 178-90 RT �� ,y. \ - '�`s:, � � _ , -L- -Y4- � Pl Sto 175+36.59 Pl Sta 10+66.08 Pl Sto 12+04.39 p= l7' 30' 05.0" (Rrl p- 3° 39' 15.3" (LTJ �= 40° l4' S5.1" (LTI '� D= 3' S2' 16.8" D= ll° 27' 33.0" D= 22' S5' 05.9" �� n L- 452.08' L- 3/.89' L= 175.62' T= 227.8/' T-/5.95' T= 9/.6/' / �;,� ' R= 1,480.00' R= 500.00' R= 250.00' SE = 03 SE = 04 SE = 04 - �\ V- 50 MPH V= 30 MPH V= 30 MPH � :.� �� ., ,.. ....� m.,... , . � vexo.e SELTION R-R a� I� .ea s,=E, � .,..,. < <o...,... ,.. � �� W ..o,. ,� o, � .. , �R� ��,�,o..,E.,_.. � � 09S en smxe \ � 9EGTION B B ' , 'Es. i .�........a � . �e,....�. .-.�. --I�S t9 ' ��EPLAN VIEW '°` �63 SECTION L-t � ��u�ro„�r�� o.«,� ��re„ ,�_a�` ,.��:� �, ^� STREAM & WETLAND IMPACTS � DENOTES IMPACTS IN SURFACE WATER � DENOTES TEMPORARY IMPACTS IN SURFACE WATER � �� e ..�\ ''..� 5�..... `s ��s_ �l�`�h�� <S ��t��. V� � �y� o� FROM -L- STA. 176+39 TO STA. 179+30 RT DDE - 2600 CV W/360 SY COIR FIBER � i �� , _ ) PROJECT REFERENCE NO. SHEET NO. � CALYX �-346� �6 RNJ SHEET NO. b�soravONreono ROADWAY DESIGN HYDRAULICS caavNcnsta ENGINEER ENGINEER pF 9 912 CALVX g .com NC L'cense M F 1333 0 N Q � a z i; DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 24 OF 27 / ,I '� 0 0 � �� w �w J N I w w N Z 2 H � �_- _ S�s � s �—_—_ , \ a�s— — � � s�; - �..ENERGY RIGH-T--dF-9lAV ___, __... ...-.«54 wiDE� . ' ...PLAT 8001(�b.PICGE-52.____.�__-_- -_- .. . _ .._.._"_ DETAIL 16-E EMBEDDED RIP RAP AT EMBANKMENT � He� m s�oie� � ��.__ GEOTEXTILE J Type of Liner- Cl-I, Rip-Rop (Embedded) -L- 180+85 � RT, 8 Tons CL-I, 10 SY� Geotextile � 6 ; m « 0 � � � o v z � Q � � v � N � � ��J JW i oc�Q � � 2�� Wzo s 0 Q�z Wzg tiW� �QW jWz ��O W�j ti Q�� Q� W �o �OU 000 WWW titi� �� »> 00� QQQ � I i � a �� m m c� 000 � \\\ � I�I�I� ?_' 000 m I i � 222 � 000 'y �� 0 WW�II y �� N N �� QQQ � 333 s �� 00o a �� z �� c � 0 i � c m F c 0 � w tn � s � i 0 mi� SITE 11 � 80+22 BRDGE � CALYX bJ50 TRVON ROAD CARY, NC 2J518 pFanc 9�9.851.1912 CALVXengineers.com NC License M F-1333 PROJECT REFERENCE NO. U-3467 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 25 OF 27 0.09 AC. � 6 � a a; o �� z w �w �Q �w �� z� o F__ �- ' �� w Q�� w� z ti� ti� �o w z� zo Q� �a �� O WQc N° O�� o �`�,a a�c � Q�ti �ro�z� C O< Z�J�� Q U W 2 � Z �QQ�� O �n��F N JZ Q; > U�OW4 � �I� Z' zg�v� � � W � � Q � ZWw(�i)0 W��vO Q � Q?2�� W � Q Q C �� I��O �WZ�C zW � tiQ¢Oc ��W< U��O< WW�g� titiW�' ro� »OQO OOgQa �� NN � � � \\� � \ N � 00o a �� aa� � 3�3 � di 000 a z �� n � : � a � � c F 0 F� ✓� � s i 0 mi� �. � RETAIN � /;; � Y \ �\ iJ i' NG �y� �� SPECIAL NT DITCH � ., � �Z� 1 SEE DETAIL 19-B �� J � -p \ �`,, n O � � � Z �� 1 � 1 CL 8 RIP RAP � �' a YYGEOTEX�TI�_____�E--'_______ �� R ut J _ ��`� 4 C �LATERAL 5 BASE DITCH F � SEE DETAIL 19-A - --- � _ —� - -L- Pl Sto 2/7+30.88 �= 7° 46' 15.7" (RT J D = 2° 30' 07.2" L = 3/0.59' T = /55.53' R = 2.290.00' SE = 03 V = 50 MPH N N % $PECIAL CUT 2' BASE DITGH �\ / SEE DETAIL 19-C � � .� O 0 n N � N W J N � W W W Z N J S U � -Y6- Pl Sta //+60.55 Pl Sta /4+34.36 Pl Sto l+2 ,l p= 40' 23' S27° (LTJ p=/2' 57' 40.0" (RTJ p= 0' 52' 47.6" (RTJ D= 22' 55' 05.9" D= 7' 09' 43.1" D= 3' 49' 11.0" L= 176.27' L= 180.97' L= 23.04' T= 9/.98' T= 90.87' T= 11.52' R= 250.00' R= 800.00' R= 1.500.00' SE = 04 SE = EXIST SE = EXIST V= 50 MPH V= EXIST V= EXIST � J REMOVE TRAFFIC DIAGRAM ADT 2019 z,644 ADT 2039 ,o M 3,364 } � � 1,780 864 2,780 �I �1,184 -L- �� -L- 23,608 NC 84 22,692 32,648 WEDDINGTON ROAD 31,652 128 '�IaaCLD 8 REBECCA PL`�. ��:� DB 265 PG 839 PC J PG 5 E�E c E E E— _____________"______'_- C ---- __'_F_______� ____ __________ T1-"'_'_ F ____ CB _ _ __ -- ____ F On"� __7-_____—______ ______ F C C _ - � mP zcio �RErnOVE p�E -FDUE-� PUE PUE PUE PUE PUE � FQE--- E— E REMOVE EX. OTCB GRADE TO DRAIN 36" RCP-III� � -- E-- --- _________ CB � � ✓ 87' S8' S4.3" E � E SITE 12 .,,_;:, -7 �j .... . /. °�ra / � O N I� � 0 Z PROJECT REFERENCE NO. SHEET NO. � CALYX �-346� �9 RNJ SHEET NO. b�soravONreono ROADWAY DESIGN HYDRAULICS caav,Ncnsta ENGINEER ENGINEER pFanc 9�9.851.1912 CALVXengneers.com NC L'cense M F 1333 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 26 OF 27 �. WESLEY CNAPEL F DB 617� PG T�i�-;. � - PC L PC 223 N N 129 RNNDY A. & �1�CHELE 0. KELLEY DB 6083 PG 165 PC L PG 65 131 I SHAHRAM HNGHIGHNT DB 6i91 PG 332 PL L PG 65 5Z c c / \ �E � /�� 4'i i . , :. ll � �E i � \.. . :.� .. � „ � � REMOVE � / \ „ I FI / 1 t i i i h o � � E�—E�%6 � 1� � E iFJ �� ae �`� q � �� OTCB _F __________ ____�_-�� VC T—__ � -: ______ p .�________�� O OO � � t � � - . �� CB 36" RCP-IV � � O ) \\ i � N N " �'L REMO�E � w N W � N � � W RCP-IV w W 24" RCP-IV CB 24" RCP-IV ~1r— z N --- 24" RCP- Ce�l �'�� S Ce �rl/ ,� ' . � . - Q ____________ .. PUE �UE F PUE---YUE-=�� Y ��aeMove� � E E E E —� P�E - '` REMovE aEMovE — PUE --�__ PUE — — �CCL I�tfka�AP (EMBEDDED) , j � 40 TONS -�SEE DETAIL 19-0 75 SY GEOTIEXTILE i � i / S ." - - ' � / -�1 � . / / �i" S/-1____i�s�i.� y' � �'�� 1 V ^ � / �, � � �� 0 9cq � FNQ STREAM & WETLAND IMPACTS G"� ;' � DENOTES IMPACTS IN DETAIL �9-D ViLL4GE COMMON� SURFACE WATER EMBEDDED RIPRAP DB 3i� ', � DENOTES TEMPORARY I Irvoi�o �oi�l d . .. .. . . .. IMPACTS IN SURFACE WATER �eie �,oi c� ��a � c.a„�a - ceo�e.��ie ��,�oeiei . vv oru�a,- - - �venr�, � cL IL �n STA. 224 � 61 RT 0.09 AC. o' m � � � z '' \ �o � i ��\ � � w � w \ �e �w x° � �� z� � � O ~ 1 A N.I�IA \ . I�� ELO�}AENi`� � s 2 Q S CE5, LC � � � e `7 ° p\�\P 47 ( � "'s W � � 1 \ \. �W ` � � �„ � o �� p � � � w i� l wa � !` \ �BE6�84 S�� PM NT �� O2 W¢� \\\ �Q1J \ \, W � � � � sNS N �:. � J � L, O U � � F �'`!,.. 2 � p 6 Q ¢�I�' o--/ 630__�� __ ��2W \ 'dW�'o�n U W 2 Q Z ��W O ��; J w U��W~ � 2 � �220� Z��UW oWwh� W 2W ��W�� Q=2��W W � Q Q O O��W til��g2 U�ZW J�W�a�i � a oW��'d U��OCp �O Y6- � Fs� TRAFFIC DIAGRAM Pl Sto //+60.55 Pl Sto 14+34.36 Pl Sto 16+p6.1 z � p- 40° 23' S27" ILTJ p= l2'ST' 40.0" (RFl ' p 0° 52' 475° (RT) ADT 2019 2,644 � D- 22' S5' 05.9" �� i = 7`09' 43J" �D 3' 49' //.0" �ADT 2039 ,o M 3,364 � L= 176.27' L= 180.97' L= 23.04' } M HARO 0& RE C P YL R I 0 6603 PG 50 T = 9�-98� T = 90.87� T =��.52� y� R 250Caa0" � R= 800.00' R= 1.500.00' � SE — 04 SE = EXIST SE = EXIST �,7gp 864 50 MPH V= EXIST V= EXIST � 2,180 �I �1,184 6 -- _ i _ 65e'_' -�- �� 5 �j�50 23,608 NC 84 � � 32,648 WEDDINGTON ROAD .. F J`� .:... � 'A � � � � ��+ \ SPECI"i r �T DIT�,H "� � - -SEE DEfAIL P9-8 � .....6�.., ♦ _ \ �...,_r�' CL B RIP�RAP 3 TONS 10 SYGEOTEXTILE ��__�E. � rut J /� LATER4L 5 BASE DITCH �F ( $EE�DETAIL 19-A - �633_ . �� -. ... . i 63j�� I �629` `�� `� � \ 6 S�PE€_p C6 � '. \ � = �� t � �A � � � � � �m \ �LL� � ��.., . ) '� \ \ , �O ` � �`U �....,... � / i i6a5� -L- �� P/ Std 217f30.88- � 5� p = % 46'75 7" (RT) D = 2' 30' 072" L = 3I0.59' T = /55.53' � - R = 2.290.Od i l 5��,= 03 v = 5n, n,�PH � N\ 63''\ �� DIT 63� -�i��e , E��`` E c � ---------- �-------- � �� _ ___F _______ C ___- J W W � � ----------- ti ti W c� 4 .— - --- - - � W _.—___'_"'_— ____ _ ___ � O � »O�OQ -1- «� 29� -. ��g�a � I I I N OD � _N DI ... ._.�� _ __ , J R �_� W W W � W n NNN � i ...-_�� ._.. �_ n .� in ' \\ N � W W ��15" RCP-IV � CB"� . � � „ —:: i i i o Z� - - -------- v1�� _______ F o� __�,_____-______ F C 2 2 2 �� = CB -_ C m_ � 2G1� 000 3 � REMOVE PVE �-DUE� PUE PUE PUE �� UE-- 1 �� a 333 � E _ O O O � . � � � �� [' 1 T� ,� � � � �40 T��NS�P �EN Z Z Z � C� C� C� � �2� r_'i C' C C f. f' O C W � � E � w 2 N O� m � -�- N N, bZ9, ,., . / �E�,- E— � _ __ _________ _____ � CB .... ...... ... `� � i _( �75 $Y GEOY�EXT _ / . �',� ! " � . / , ��t-._� � i� 11 \ � / �� C� � �`�9 � �Z` � � . a —�^ ��, �y �' y`9/ I � �ND IMPACTS � e�9 DETAIL 79-D EMBEDDED RIPRAP �No�ro Swle� Nql� ✓ATER Eiwm;,� ml NaNm Gm�n Ground /J I ��\ � 1.5' r� � 1 � �s�t le / ChonnelBed I (Vvnable) � Typa N L nar CL I Ri�+Rop Kayad ln � i -L- STA. 224.+61 RT PROJECT REFERENCE NO. SHEET NO. � CALYX U-3467 /9 � RhV SHEEf NO. 6]SaT2vONRono ROADWAV DESIGN HYDRAULICS � cnmNcz�sie ENGINEER ENGINEER pno�e sis asi isiz CALVXeng neen wm NC L'cense M F 1333 / � & IMICIIELE 0. •;zh- S�9 I^ DOCUMENT NOT CONSIDERED FINAL UNLE35 ALL SIGNATURES COMPLETED PERMIT DRAWING � SHEET 27 OF 27 � 3 � 130 wESLEY CHA EL FEE OwNER, C. DB 177 PG 770 PC L PG 223 �� ZG � n \1 c / $H HR AGHIGHAT L IP 2 � 2 62q1 ��e s�, 9 � /\ �_s �i REMOVE � / E � o r � , ,.. „ _ � � � - � / � � �� '1 O �---1iEh1S F� �� , F E ,;, E F� R � DiCe E----- � . �.. ._ __________' - ___ _ ______ �� — _- ---- o - O O �� ,. CR � � + _ ' _ --- �B 36" RCP=1V � C�] 0 � N RE � ~ N W _ J V% ��- � �► \ W w 24" RCP-IV CB � � 24" RCP-N �� - Z y -- 24" RCP- CB�� _ , � -- - � ' __ _____ -,-� F\ pilE------ p17E------ F �E_=��—�--�� p�E � REMOVE E E E -�- p� ' REMOVE REMOVE \ -- � PUE �Q � - � � `�°. ; / � � V �� '� � � /79 ��9 m � / 629� V� � ti��9 �/� �s 0e � �/'.�,,:r:,-,� `°�� 'es /� / / /'—1 `�(:y %'�h ;;/ / /9�illt� —_'—�'��n� �-- — C� �'a / `� � tl29/ ti�/ 9 �2.;�/,� / G,�,�f r� / �A � \ ti .....,.,\ �� i�\ t9--� C F--'----_ J PUE PUE� POE� il f—E WETLAND AND SURACE WATER IMPACTS SUMMARY 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- 23+10/24+30 54" RCP-IV BURIED 1.0' 0.04 < 0.01 333 26 2 -L- 26+00/26+60 Roadway Fill < 0.01 0.01 3 -L- 28+60/28+85 Roadway Fill < 0.01 < 0.01 4 -L- 32+90/33+80 Roadway Fill 0.10 0.03 5 -L- 35+70/36+90 30" RCP-IV 0.02 < 0.01 214 10 6 -L- 39+40/40+40 Roadway Fill/Rock Fill in pond 0.07 < 0.01 0.07 0.02 7 -L- 64+20/64+80 30" RCP-IV BURIED 0.5' 0.02 < 0.01 175 20 8 -L- 80+40/81 +20 2@ 11'x8' RCBC 0.04 136 -L- 80+40/81 +20 Bank Stabilization 0.03 < 0.01 94 38 8A -L- 80+64/81+05 LT Bank Stabilization < 0.01 < 0.01 33 10 9 -L- 94+80 Roadway Fill < 0.01 < 0.01 10 -L- 159+40/160+65 3�« 12'x7' RCBC 0.03 110 -L- 159+40/160+65 Bank Stabilization 0.03 < 0.01 160 21 11 -L- 176+35/179+40 oadway Fill / Channel Relocatio 0.08 273 -L- 176+35/179+40 Channel Relocation / Bank Stab. 0.02 0.02 58 64 -L- 180+55/180+75 Bank Stabilization < 0.01 < 0.01 5 10 -L- 180+75/181 +00 Culvert Removal / Bank Stab. 0.01 < 0.01 51 20 12 -L- 224+45/225+20 Roadway Fill 0.01 < 0.01 94 5 TOTALS*: 0.07 0.10 0.06 0.41 0.06 1736 224 0 *Rounded totals are sum of actual impacts NOTES: Site 4- Partial loss of northern portion of wetland included in impact calculations. Site 6- Total take of wetland included in impact calculations. Site 11 - It should be noted that 0.3 Acre Streambank Reforestation is also a part of Site 11 (See Sheets RF-1 & RF-2 in EC Plans for details) Revised 2018 Feb ', � PROJECT REFERENCE NO. SHEET NO. �, � � CALYX� u-346� Ec-i6c , a ■ en�.n_e.xs coNsu�rnNr gM/ SHEET NO. �� msolavoNaono ROADWAY DESIGN HYDRAUUCS � CnRr,NC2>Sie ENGINEER ENGINEER �i pho�e:919_851.1912 �i CALYXengineerz.rom Q W � O � NC Licenze k F-1333 0�0 � ��O W CDQ2 cnWW UtiW Q�� W '� STREAMBAN K �Q� REFORESTATION ' � SEE RF-1, RF-2 AND PROJECT SPECIAL PROVISIONS W Z Z �QW 4 O� s ��W �w� � �oW ~�O O W Q Q � � O � � � �O� o �Q�' � � zO�� w� � z � �w �o Q� �gW� N O� �U�W Z � Q �Q2> � Q�� Q�OI� � O�W �021� . I�U tig� �� OW�� W ��Z ZWW��tj OW� �Qzg�o z ti �Wo�� Qs �Q�a� W 2 W W Z� W� F U�Q ZQ��Z __ Q�W ��zgO � Q��UW� oz~ ��z J tiz��W o oz�o��co� o. �g��1Qo0� O Z�QJ��QW + O W � W U�OUmWW� � ��I�� - WWW�jWWJ� a w jjjo�00�0 V1N O O Q J ��Wg��Q �w � � I W Vl Z mNromON J O � 0000go u VAAAiA � 0000 � ��N �;;;o, � N i�i 0000�o �� »»i� wwww w ��o� �� QQQQ�Q �� O O O O_ O � � � � � � / � � � 0 i � .� � � E � �� o; � �w. �� N� 64 68 END APPROACH SL4B -L- STA.181+56.92 END BRIDGE� -L- STA. 161+32.75 I, � ... ft�Es 0 f ` �'.�og GgSP�?C , G�J pC B � \ � � \ CHANNEL CHAN �� SEE DETAIL 16-A FROM -L- STA. 176+39 TO STA. 179+30 RT DDE = 2600 CY W/360 SY COIR FIBER -L- 180+90 200 TONS CL-II RIPRAP W210 5Y GEOTEXTILE; DDE = 340 CY NOTE: CHANNEL BED RIPRA ONLY TO BE PLACED IN CULVERT REMOVAL AREA / �' � k� ,�R ;� ��• / S��,Po 5 / y�o / � O N Q � � Q Z �� REfAIN � � �//� � //,�� %; �� / //�� ///� 4 / :;� 69 . i��N.,ui,. � 4. o��k'r2J ..�� PG 282-B � 206 PG 472 \ \�� \ �� , \� �� / ��_ �� r �1 '� . , � � ` DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED k �' � /� 4 � 18• CMP RETAIN � i� C Type of L- 180 � PROPOSED TRAFFIC SIGNAL 71 � CONCRETE SIDEWALK /MEDIAN ❑ TYPE 1 STRF,AMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT. PLANTING DETAILS LIVE STAKES PLANTING DETAIL LIVE STAKE sa�ARE ��r -� BUDS (FACING 11PWARD) � LIVE Cl1TTING (V2"_2" DIAMETER) � 2 - 3 Feet ANGLE CUT 30°-45° —� STREAMBED � BANK STABILIZATION WITH LIVE ST Noi_: LIVE STAKES SH�LL BE SPACED APPROXIMATELY 4 FEET �N �ENTER LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY �y OF LIVE STAKE iS WITHIN GROUND � BAREROOT PLANTING DETAIL DIBBLE PLANTING METHOD USING THE KBC PI.ANTING BAR �;' �-� i �- ', � �-i � i-i i i _�1iT�i1' �1ii i ii i i�liiTii i �i �i �ii i iili ��iii—iTii i iiiiiiiiiii i — — �—�Ti�� i �—�1�—� � ��_.��_ I-1 I � I �I ! I_I1L—�_ 1. Insere planCing bar as shown und pull handle toward planter. r _ _ ��-��-�� = — ��_��-�� — -��—�� -_ ��—��'�� - —��_��_��_��_�� '�'�'��-��-��_��-�� 4. Pull handle of bar roward planter, firming soil at bouom. iii-iii- i nii=i i i ��—�� iii�liil�i �� i i i=i i i=i i i —iiui�ii iii�i��Tii iiI iil=iii=iii —� � —T�I I �I I �Ti ��Ti � � I �-I I I-I � I-I � I 2. Remove planting bar and place seedling at correct depth. f � ��-� ��-�� "��=—'�� ' �� _��_�� - - ��_��—��_ -��_��—��_��_�� '��'__��-��—�� 5. Push handle forward firming soil at top. PLANTING NOTES: PL�TI1�'G BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. KBC PLAIVTING BAR Planting bar s'hall have u blade with a triangular cross secbou, and shull be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRUNING All aeedlings shall be root pruued, if necessary, so that no roots extend more than 10 inches below the root collar. �„I�„�� DETAIL SHEET 1 OF 2 N.C.ID.�.1°.- F$�.�IDSI�� IENVdIB�NRYEN°I°.�]L UNI'd° STR,�AMBANK REFORESTATION � 2 �n�n i ii= i i=l�iii � � i �iTi iI—i1i=i i i i i i=i i 1=1—ID i�i i i_ —i i i—iTi� i I I— i I=�1I—� I �_� I �=I I I �I I�I I I—I � I=ITI=� I I=� I I I=1 I 1=1 I 1=1 I I-1 I I-1 I I 3. Insert plautiug bar 2 inches toward plauter from seedGug. � r ��-�� -�� '��—��" ��=—'��_�� -� � �_� � �-� � �—� � �—� � � ��_�� -��-��-�� 6. Leave compaction hole opea Water thoroughly. � �i � I �� ON CENT�R, RANDOM SPACING, AVERAGING 4 FT. ON CENTER, APPROXIMATELY 2724 PLANTS PER ACRE. � TYPE 2 STRF.AMBANK REFORESTATION SHALL BE PLANTED 6 F f. TO 10 FT. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. ❑ NOTE: TYPE 1 AND TYPE 2 STRF.AMBANK REFOR�STATION SHALL BE PAID FOR AS "STRF.ANIBANK REFORESTATION" STREAMBANK REFORESTATION TYPICAL TYPE II TYPE I I s H'r. I a Ier. STRFANIBAlVK REFORESTATION �IIX'fUl�;'I'YPE, SIZE,AND FiJRNISH SHALL CONNY)R1�7 TO THE FOLLOWING: TI'PE 1 50% SALIX NIGRA BLACK WILLOW 2 ft - 3 ft LIVE STAI�S 50% CORNtiS AMOMUM SILKY DOGWOOD 2 ft - 3 ft LIVE STAI�S �riP� a 25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in - 18 in BR 25% PLATANUS OCCIDENTALIS 25% FRAXINUS PENNSYLVANIGA 25% BETULA NIGRA ❑ SEE PLAN SHEETS FOR ARF.AS TO BE PLANTED SYCAMOR� GREEN ASH RIVER BIRCH 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR DIRECTION OF FLOW ANCHI,�.� .,�. 1' CENTERS COIR FIBER MATTING ANCHORS ON 3' CENTERS EXTEND MATTI TO NWSEL STREAM BED PLAN VIEW E i 8,� (TYP) BACKFILL� �HORS ON CENTERS ANCHORS ON 1' CENTERS FLOODPLAIN/ EXISTING GROUND 6" MIN � ANCHORS ON 1' CENTERS IN TRENCH MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED ANCHORS ON 1' CENTERS TYPICAL CROSS SECTION COIR FIBER MATTING DETAIL NOT TO SCALE 2" x 2" (nominal) WOODEN STAKE 1,� 1-2„ 1-2 12-24" #10 STEEL REINFORCEMENT BAR 4" DIAMETER BEND 4" 24" 1" (nominal) STAPLE 1" 12„ ANCHOR OPTIONS STR,�AMBANK REFORESTATION DETAIL SHEET 2 OF 2 N.C.ID.�.°I°.- F$�.�IDSIID� IENVdIB�NNYEN°f.�]L UNI'd° MATTING ANCHOR TRENCH IN TRENCH ON 1' CENTERS ALIf�L1A� AVC�1 A� � �� _ � a w � � � � � � � � � � � � � � � 0 z � C O � C O d t .� � � d W z � � �� c� �•�� 6, � �» oww � � �Q o �� c"}w �-� w�� '�v� �� Ns� � � d` � � ., � V W O � � � � J11 L I GRAPHIC SCALES 50 25 0 50 100 PLANS SHEET 1V0.: Sa 2S � Sa 100 UC-I PROFILE (HORIZONTAL) UC-2 INDEX OF SHEETS DESCRIPTION: TITLE SHEET UTILITY PERMIT DRAWIIVG WATER AND SEWER OWNERS 0111 PROJECT (A) WATER : UNION COUIVTY WATER f�' SEWER (B) SANITARY SEWER : UIVION COUIVTY WATER f�' SEWER I SEAL DNISION OF HIGHWAYS UTILITIES UNIT IS55 MAIL SERV[CES CENTER RALElGH NC 27699-ISSS PHONE (919) 707fi690 F9X (919) 250-475L F TR MICHAEL BRIGHT UTILITIES REGIONAL ENGINEER jT YOON, PE UTILITIES ENGINEER PxONE:c9i91i07-6690 UTILITr �pHSTRUtTI Fs%:1919�250-d151 PLAN$ ONLY UTILITY CONSTRUCTION s N Q � ^� Q Z � l� :i�^�"� V � � ' —E � � _ _ _� — � - - - _ �..�. o K 0 + '� - �=-� �w --�� NN, i W �___� Z � �V zu• oi eoi � � ' � �� -- �_'�� SEEAOETq�ILCH�AqGE ; Li �#lc '' \ F � ` -PIZE��DE—�PDE —�—_--- -�j—__—�F_ni � .w...E E—E! �s.s�_ _ � � i� — �_ 1WE�� U j - . - v'-'tP--i E�EF ...�5 ERP' EE �EtAIL�l6�8 PROP. 40 LF 36" ENCASEMENT PIPE (STEEL 0 500� THK. � � OPEN CUT) � �..0 ':' . . .... � \ ;%/%% O � , .. �y. ,. �i e�1t Pp �� i . �.��.�� I I' �:�1• \ v , , ��:.�...�,�. �t �. ..�.�. _ � _ - ..a... .'_ —_—�"� --' % — _— __ i�'� ` �V�L� �� :. � — �� — �1� . �; _ , _ ,,,,,,,, ,,,,,,, _ �� ii �,:c . _,�.:�... �>--:-•. ..�� _••c� rf,�/�rw'!N �� I�F�',r�'�C�.J� !��,�5� - - - - -YYWi�'f� =W �'��.'��3��._.�,�. ,.� V► _ ��/ r W �,. �� 'V11�1['�� n �. •� � ��'SI� rI � ° �o s • ,-�'f o � �� ° ��I'� � A� `� ° �� \ � :J . "+ � � � � r� �� °� TEMPOHARY IMPACT FOR PNOPOSED 30" SS ENCASEMENT PIPE and PROPOSED 36" WL ENCASEMENT PIPE IS 16.2 FT(0.0049aG, STA. L 180+57 - L 180+75). PROPOSED BURYING DEPTH OF 30" SS ENCASEMEN7 PIPE AND 36" WL ENCASEMENT PIPE will BE 2.0 FT FROM THE BOTTOM OF CREEK. WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L-180+60/180+75 Prop. Gravity <0.01 * 8.100 Sewer Line -L-180+57/180+72 Prop. Water Line <0.01 * 8.100 TOTALS: 0.010 16 * Temporary Excavation * Excavation will be set to the side and then place back into the hole. TN Revised 3/31/O5 0 � M � •� � V W 0 � � � � � �-485 RD C� 2� c >> � O a � � � T � �i � � � ; 0 � � T 0 �3 —� O � c� o �� 1/ � �. • � � V � � O V � i BEGI11l TIP PRO -L- POT STA. 2 + BEGIN CULVERT —L— STA. 80 + 77.5 END CULVERT —L— STA. 81 + 0 T U-3467 �� U1�I01� CO U1�lTY / � M � � N LOCATI0111: SR 1316 (REA ROAD EXTE11lSIO1V) Z z FROM 1VC 16 TO SR I008 (WAXHAW-I11lDIA1V TRAIL ROAD) TYPE OF WORK GRADI11lG, PAVIIVG, DRAl1VAGE, STRUCTURES, F� SIGNALS DO 1VOT ACQUIRE PARCELS 01V SHEETS 4, S, 23, A1�D 24 UIVTIL U-5769 REVISI0I�S ARE ADDED. E1�D U� J � 0 �� z 2 �O aa �� o� P� 0 -L- POT STA. 179 + 12.22 END CULVERT —L— STA. 160 + 13.87 BEGIN CULVERT —L— STA. 159 + 72.2�,, 0� 2� �� :/v�� 0��,`' ,�cc,�'� ��0�� / N�w� ��, CLEARING ON THIS PROIECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II (WIDENING) & METHOD III (NEW LOCATION) THERE IS A DESIGN EXCEPTION FOR HORIZONTAL CURVE RADIUS ON —Yl—, —Y5— AND —Yb— ,(STOP CONDITIONS) A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WESLEY CHAPEL AND WEDDINGTON THERE IS NO CONTROL OF ACCESS ON THIS PROJECT EXCEPT U—TURN BULBS HAVE FULL CONTROL OF ACCESS. e�z•�t.�r_w�E:i� J STATB STATE PROJECT RCPER6NC6 NO �� U-3467 5PAT2 PROI.NO. P.APROJ.NO. 39019.1.1 STP-1316(70 39019.2.1 STP-1316�10 s� ascwwnoN P.E. ILW, UTL. DOCUMENT NOT CONSIOERED FINAL UNLESS ALL SIGNATURES COMPLETED �� ( UPGRADE EXISTING SIGNAL � NEW SIGNAL TIP PROJECT U-3467 �T STA. 258 + 50.00 � � � �� C'yy� � 3Q G2/ J+ � � �'�,yp �' 0 2 �y�� I � --� � � � '� � � ��O �,� c��-��„Q � yD�'.j.Pp� � �,�`' � � 5�0 �h OQ' m BEGIN RETAINING WALL —L— STA. 229+20.00 RT 4 � �O � 2Q � � j � -Y7- STA. 20 + 50.00 LT �O� t� �� !,L GRAAHIC SCALES DESIGN DATA PROJECT LENGTH Prepa•ed =^ �he orr=�e J HYDRAULICS ENGINEER � CALYX ADT2019 = 23,608 • '°`""��"�"s°"""�s rJO 2rJ O rJO �OO LENGTH ROADWAY TIP PROJECT U-3467 = 4.653 MILES FOR THE NORTH CAROLlNA DEPARTMENT OF TRANSPORTATION �� V�OWp�y ADT 2039 = 32,648 � c� DHV = 10 % LENGTH STRUCTURES TIP PROJECT U-3467 = 0.035 MILES 2oi8 sralloanD srEcrFrcAr7oxs �� g°o PLANS D= 60 /o RIGHT OF WAY DATE: JOHNNY BANKS P.E. � a 0 CALYX E Cn C SIGNATURE: �niu 50 25 0 50 100 T= 4 %* TOTAL LENGTH TIP PROJECT U-3467 = 4.688 MILES �Y 31, 2018 rxo✓scr,Haxacsrc � g V= 50 MPH ROADWAY DESIGN � PROFILE HORIZONTAL = o o LETTING DATE: STEPHEN C. BROWDE, PE ENGINEER �� QQ ( ) TTST =1 /o DUAL 3/o _ p o cALrx E c� c �Q papp�Q �O 'S O �O ZQ FUNC CLASS= SEPTEMBER 17� ZO�9 PROJECT DES7GN ENGINEER URBAN MINOR ARTERIAL PROFILE /VERTICAL NCDOT COIVTACT: BRYAN KEY, PE r.E. l � REGIONAL TIER CENTRAL PXOECJ MANAGF'R M 1'ECHN/CAL SERV/CES SIGNATURE: See Sheet 9A For Index of Sheets ro O Q � � O a z Q � � N U CO Z � � �ro� �W � O�Q � z�z W�� W�� QtiZU Wzg� �w�� QW� � �WZ� ti��3 W�j� QJ(t0 �QZ2 �O�U� � W � � � OOOQ I I I I �� NNN� N � �� O\\\ 000� I I I I 2 222 0000 �� > » �� Q QQQ 3333 �� 0000 tititi� �� I 6 � � � �i� � �� __ _ ¢ � ' �� ,� � 4 a � � _ wV o�/ _ 0 �o _ - �� -N 7929'37° yy � Z83.1 - B RM 2' BASE DITCH OSEE DETAIL 5-B THE COPTIC OR�HOOOX CHl1RCH OF 5T. MARK. INC. N DB 5668 PC 200 + .00 8.00' LT KENNETN HOwO HEMBY ET EL - DB il0 PG 256 PC iPG 839 `g5•Z / . +5� � � 0533� �84.00' LT + +72.00 -L- � / '. I+8900_L- � ` 130.00' LT 73.50' LT 110 00'LT G / 15" 82 75' LT +11.00 -L- o 130.00' L7 B�� 703.00' SH�Ft �t `+ +25.00 -L � .. � o . 73.50' LT O� R=�O' N �� Rn�nir�r � 18" W/ELBOWS �,-I 0506 i/ � . i / \o . O � O. ,,.. � ��e + Nd a W N W J � � W W N Z _ V � [ 61 � � � Q � �i � � � CJ � O d � O� ro �o �� ; ' -p +50 00 � . I . ..'�+ 'T' m91.00' LT � � I �. '� . �...Q 0534) ,R- . c 'F � _ _ , � F �EV'(l-3 - ..`� CB%�~!� W ____ �1E�P ; , ' R, - . , , <� � - ; � , � ' % N � �� 4 5 �� %� �'��// „�� ,- F - __-�'� ' � O5C /�/� 6D THE COPTIL ORTH OX '.HURCH OF $T.MpRK,INC. DB 5668 PG 200 E�R+3 .0 +oo.00 -�- n:oo � 77.00' RT 92.00' �53�1PD � 52.00� RT � Oa�00' RT �... X ,1� \\ I�_�g "+N' MNTTHEW ALLEN MILFORD DRO DANA JEFFERS MILFORO `` STRU �TU E.0' �� R DB 5978 PG 777 1 \ PC IPG 839 � \ 1 1 t 1 �RETAIN \�35.00 -L- 140.00 RT \ 1 � 123.00 RT � �, \ 52.00' RT � � �, 1 1, 1 CL I RIP RAP (E ��"bED) � 4 TONS - SE AIL 5-E 1 10 SY GEOT� L`� 1 � TAIL DITCH W `EMBEDDED RAP 11 SEE DETAIL -A �` CL I RIP �EMBEDDED� -33 TONS - SEE DEfAIL 5-E 62 SY OTE%TILE - LATERAL 2' BA DITCH W/RIPRAP �',,�^% SEE DETAIL 4 A t � -L - Pl St 34+53.08 DO NOT ACQUIRE PARCELS ON SHEETS 4 5 23 AND 24 �- 52'32'30.4-��RT� i i i D= 4' 46' 287„ L = l.100.43' UNTIL U-5769 REVISIONS ARE ADDED T- 59232� O r� �. >� �r' O i �; 8 HOOD REAL ESTATE.LLC. DB 3498 PG 775 LT L �� E N 8332'S3" W 262.78' . �" j i +38 00 -L-\ 50.00' RT �I - Ce - yR6P - 50.00' RT 68.00' RT � RITCTUI�3.0'.-/ 68.00' RT Q � � � O _ � .. �I H00 DB E3 98 PG4 775 LC. ,P E� �i . w +65.00 -L- � °2I'22 50.00' RT � 5.60' 75.00' RT \ , g3°I6'Za� W 92.00' RT r .. � 21.64. � I EiR EIR N 83°26'10" W - CL I RIP RAP 310.10' n EIR 2 TONS 8 SY GEOTEXTILE � � � 0 W 5 . -L + 61.00' RT 6� O � 6� JP MORGaN CHASE aC0U151T10N CORP. 08 6525 PG 701 "' PC IPG 838-840 �' - - � o r BLACK DIaMOND HOMES. LLC. OB 6238 PG 6BI P� iPG B39 'S DETAIL 4-A L4TERAL 2' BASE DITCH W/RIPR4P DETAIL 5-A �Ho��o scaie7 � TAIL DITCH W/EMBEDDED NIPRAP � �Nor�o S�ale� NaNral NoNral NaNrol Ground d Z:) D �,� 1/r�" Slope Ground d 7� D .��/ Gro�nd Falbnc B Min. D=1 Fi. Geo�ex��le g Min. D= 1.5 Ff. F Max.d=1.5 Ft. Max.d= 1.25 Ft. 'wFen B is � 6.0' g-2 F�. 'WFen B iz � 60' B= 5 Ff. Type ofLiner=- Cl-B R'ip-Rap 6=5 Ft. Slope=2.0% Type of Liner= Class I Rip-Rap FROM -L- STA. 23+20 TO STA. 24+00 RT -L- STA.24+20 RT; DDE=20 CY 29 TONS CL-B RIP-RAP 24 TONS CL-I RIP-RAP (EMBEDDED) W/62 SY GEOTE%TILE W/50 SY GEO7EXTILE s R 1,200.00' S = 04 V = 50 MPH z m � CALYX ■ , 6J50 TRVON ROAD �CARV NC 2)5 8 h �.9 -851 1912 CALYX g rz.rom NC L k F-1333 O N Q � � � � Z � O MARY N.KRATT ET EL � DB 937 PC 388 �r E oy.w �� -- -- - � --€ ss.ao� �r c E ,,-________-________ �__ m ___-__+00.00 -L-_____=L-_ \ � ___E-F +00. 0 -L- 6 6Q +95D e��______� 61.50' R 57.00' LT + +oo.00 _�- ' R , R P o . �� T R `- ----- __--- � END C/A -- - � �=E'. \m � _ - \ -- n � __(p�� e� . __ .� - - -- CB \� _______ , � � � CB DROP � - � - 513 1 6' CURB & ER � -� � ; CB � - Ce q r B�� gCP-N p_g^ CURB &�' TTER � -L- REA !, - i " ----- ' � --� � -- -- � [� 1 ---- < CB 15" RCP-IV B 8„ �{ -IV 0512 '-= 1 15" RCP-IV `v � 514. � � . � 0518 , �- � 0516� .. . � , ,, ---------c �� c \ J ------------� E CB '� I --�-- � -1------ - tirn- � � - � � --- ,� � -E_-��E � E S� O � m TAIL DITCH SEE DETAIL 5-C DDE = 200 CY PDE Eip eENT +25.00 -L- \ 50.00' RT 73.00' R7 175.00' RT - E � -� E �� .�� , PROJECT REFERENCE NO. SHEET NO. U-3467 5 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�NgP1L]E ]E Il�]L.�N� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED . � ,; +53.00 -L- HEAD DITCH W/RIPRAP 110.00' LT �� 38� �T SEE DETAIL 5-D / 50.00' LT +0 00 -L- j no.00� �r 80.00' LT -�- f �(� + 00 0 052 � 90.00'� Q HW _ � BERM 2' BASE DITCH \ i , , J `SEE DETAIL 5-B ��/f C�\`'�� ;..� � ,..........\`� � � 3� R�P /� �.. Q �� , 052 , a C&_ DRO J CL I RIP RAP \-'STRU(.iCME� r 15 TONS f 0.9' F�� 30 SY GEOTEXTILE � O 0529 + -L- 50.00' RT � O 75.00' RT g 9o.aa� Rr oe� CL I RIP RAP (EMBEDDED) � MARY N. KRaTT ET EL �5 TONS - SEE DETAIL 5-E DB 937 PG 388 30 SY GEOTEXTILE � 80.00' RT 90.00' RT +10.00 -L- \ 50.00' RT 78.00' RT 175.00' RT \ \ DETAIL 5-E EMBEDDED RIPRAP DETAIL 5-D I�o��o s<aei a d HEAD DITCH W/RIPRAP .a o„e I�o�m scoiel urol ural NoNral Groun EeG�ound Graund 7;� .�� Ground d D �Qo�e��Ie r� Fil�erFabric � B Min.D-7H. �ryuricble�d Mox. d 1 Ff. oi Liner= CL i RiwRap - Keved-In �'/hen B is _ 6.0' 6-3 Ft. _6 � DETAIL 5-B BERM 2' BASE DITCH � no� �o s�ole� b Ground 7.� 1� � RDWY D I . I 9P �n N Min. D =1 Ft. B=2 F. � - 6=5 Ft. FROM -L- STA 26+50 TO STA. 30+25 �LT FROM -L- STA. 35+75 TO STA. 37+50 LT �y \ \ ^ Sope- .]h 82 RT Type afLiner= Class-B Rip-Rop -L- STA. 35+75 LT; DDE =30 CY 12 TONS CL-6 RIP-RP.P W/26 5Y GEOTEXTILE DETAIL 5-C TAIL DITCH �No��o Scole) Ground Na�urol q� A�\ Ground D Min. D= VARIES � Slape=0.30% B= ] F. -L- STA.33+47 RT; DDE = 200 CY `� ,g �O ' o ��`~ x `' �^ b � / � �, �y . , 2�y�/� / �G� � �CONCRETE SIDEWALK /MEDIAN NOTES: SEE SHEET 31 & 32 FOR -L- PROFILE � W � � O Z O � iii �00 V�inVj �__� WW Y�L� � �o. � . Exi-w_ 0 �o � , � o0 a � � �a � � �;-L� \��"'�-� . �v � � � � � � � f'� � � � � �3 � � r � � � � � � � �3� � � � � � � \ � � � � e��''� S�� -�' . _ OIMITRp KALTSOUNIS 2�, DB6516PCI47 9 r1+ O \ � MNRY N.KRpTT ET EL DB 937 PG 388 O O O � M � N W J H W W N Z 2 H � BERM 2' BASE DITCH i SEE DETAIL 5-B +60.00 -l- I90.00' LT +03.00 -L- _�_ i 75.00' LT 95.00' LT .T 70.00' LT 78.00' LT 50,00' LT 70.00' LT � +22.00 -L- 95.00' LT ' �� 70.00' LT JE � rue � q--E -� i - �--PUE _�'j ♦ � � PUE �--- 16' �� C --- � m-�.�zLJ7F� __ _____ �, F ♦� - � 060� �� . � - -_- _y CB �y vj -_? � -- _ ,. .. -- , CB � � - 1� - ___F �Y ______F _ ' C� - , � _' �E- E oeo _ c I �2) � � CB ��[ / ��5-T�2UC 79.00' 70.00' 50.00' NED T. & NADINE H. MATTHEWS . "� �� 08 2<3 PG �63 ISgK� � P � i� :..� ',..___'_ � . . . 4� "� �P -�- \ SPECIAL CUT V DITCH � SEERIDETAIL b-D � a�p�'29,� � � R +31.00 �-L- 5 Za� 82 � '1.19 -L- 115.00' LT BERM V BASE ITCH X 00' LT 95.00' LT �� W/RIPRAP � (V SEE DETAIL b- P � O ;) _L- � � T L � p92�. W �lq� � O LT N �,L,o� . �- � . +61.00 -L- � / MARY N. KRATT Ei EL P�� 93.00' LT � � 1 DB 937 PG 388 � +60.00 -L- hm 115.00' LT 50.00' LT � �� +28.00 -L- . F E nzoo �r _ __,�_________ 36, + 0-L- i--- ------ �___ f ryP. +95.00 -L- R � 63.00' LT ____' Q ____-``\ 99 00' LTT - (/ +87.00 L � �� ----- �� 50.00' LT � �_ �� E 50.00' LT . � � I � � /, � '��,, ' ,.0609� w �C 060 �O� \ \� �- w \��, ` E\ � �� \-� 50 00 L7 L- a � _ , . CB � ��. f� . O �� I �B ��\ - `a � p j C. \ \ - 4T . CB Q�,.,_ `. O -, �� 0626 9 1'_6„ CURB g f� +50.00-L� . P�E\ 4 ��` 0610 / �p �`CP_�V'--'__CB ��-b""CUReg, ios.oa'ar \�'��,, G _ U �D � Q 0 � � � c� � � 0 d � O� ro �o �� ; REMOVE 0618 z +�s oo -�- 110.00' LT BERM 2' BASE DITCH I SEE DETAIL b-C PDE PDE PROJECT REFERENCE NO. U-3467 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAUUCS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� r O � � �. IB DEVELOPMENT,LLC. DB 4358 PG 627 +00.00 -L- h25.00' LT PDE- C QQ� O O k �5' R�p�N � t- 0624� CB � � <, ��, � i � � -- - - , � f W m N N � _ W ___ = N _ __ -- � o Z _ d = N � CB� a�, �� 1� 0625 � , g _ i z 75.00' RT .: . i � - - �- 50.00' LT F C��/, \ �, � � �' __ 0612 -- I STRUCT E . CB � 15 RCP N __CB � _ _ � � �____ + 1.1 -L- . ___ � !� �..:. . t______ >� n 16" R P-N _ 15' RCP N_ _ -__ � / 50.00' RT I+55 00 -L- �\� ---- - 16" RCP IV �8" RCP IV _ � ios.00�ar F �� ----- o5is = - - -- � � -- �B-- �a2a� - ,�-p�E - �E _ 1-- 062 0619 -- C 79.00' RT � 50.00' RT L m „�,� F � / A '/ � --- --- - - ---- - -"E � so.00 Rr ��--- _ - -- �/ oez .t.... �• � e F �UE c . . . --- - - - - � - PUE � � _ NO PONDL . � E E�-- L\ m ? _ _- F _ ___ F (0621 � o11F � � � � � � A�� X +66.00 -L- � i -------� PUE �p -- � - ,� _..5�; n� SEE DETAIL 6-A � � 90.00' RT � �f Ue � oUE -. ��} --�E c.`�e _------� PUE - - �-r� 9`C^ d +75.00 -L- � 95.00' RT � i �__ I - UE -�� PUE 3�d 70.00' RT �.� +94.34 -L- 4 vuE o,i� � I � /E� +50.00 -L- � � � 50.00' RT +50.00 -L- . O I� a � 76.00' RT 88.00' RT �I� F.. � � � DB 9358 PG 627 � �� a IB OEVELOPMENT, LLC. - (� +05.00 -L- +40.00 -L I� � w � "�E Q . 70.00' RT 70,00' RT � . � � � � +62.00 -L-O 95.00' RT i a � +46.00 -L- / I PDE RE OVE \ +42.00 - 98.00' RT 70.00' RT �/ O +10.00 -L- j 70 00' RT L �� 76.00' RT �9�00' R7 � +90.00 -L 70.00' RT +�� -�- 95.00' RT 70.00' RT �0.00' RT +45.00 L KELLY M. GRAINGER / . MCRY N. KRATT ET EL 70.00' RT 95.00' RT 15p.00' RT 70.00' RY DB 1078 PG 54 , � DB 937 PG 388 95.00' RT 70.00' RT +54.00 -L 95.00' RT '� � !: . . . . �105.00' RT � 70.00' RT � , .. . � . . . 20.00' RT � / � cP � . i TAIL DITCH W/RIPRAP '- � \, - - 1 0 . � � o� e �S � SEE DETAI� 6-F `�� `�. � " i ' �+aa.00 -i- � , ," f �s ��s `. �e i : so.00 Rr , � % 11A � i �o 0o Rr � i 9s.oa� ar � -S S�esq,9 E � 120.00'RT �� - IDHAYACHANDRAN MNNIVANNAN � �B SS15 PC 880 474.5- - i �oo i;Aa°w� PC G PG 803 - I oN 0 5� y - n& cPp . � 2�8. h P� y� �AVID ROGERS BUIlDERS, INC. BLACK DIAMOND HOMES. LLC. � �PCQSPG 840699 � N z- � 0�-�/ DB 6238 PG 68i PC IPC 839 / - - `�\� �� DETAIL 6-F DETAIL 6-B TAIL DITCH W/RIPRAP DETAIL 5-B HEAD DITCH W/RIPRAP �Noims<oie� DETAIL b-A BERM 2'BASE DITCH INo��os�ole� Na� pi ROCK FILL IN POND �Hoi�o smie� c�o��d 7:l p 1'� c.o��d proposed� �Ho��os<oiel � c•o��d 7:� ,�� Ha��,oi d p Gro��d Norurol �;� RDwY d FlxerFabrl� g Min. D=4 Ff. Exisfing =�� i I Elev.= 655. ' G.o��d 7,) D L Maz. d=3 Ft. Eorth Fill F-30. � � �� Fil�e� Feb�lr. B Min. D=1 Ft. 'Wnen e is < 6.0' B=3 F. B 9N Max. d=2 Ft. Slape=6.]N ��N.W.S. Elev.= Min. D=1 Ff. � 'When B is < 6.0' Blole F'25.0% T f Liner= Closs-I Ri -Ro Rock Fill �,0' B=] Ft. P �e � P P To 8e�m ' 654.8' 6=5 Ft Type_ of Liner= Class-B Rip-Rap DETAIL 6-D SPECIAL CUT V DITCH W/RIP P �H �ro s�oia� r.om Di�<F Graund `3:) 3` Slope d D Fil�erFobric Min. D=1 Ft. Type of Liner= CL-1 Rip-Rap Moz. d=1.25 F. OCONCRETE SIDEWALK -L- STA. 45+67 RT; DDE -50 CY -- -L- STA.45-50 LT; DDE -400 CY FROM -L- STA. 45+50 TO STA.51+50 LT FROM -L- STA. 39+62 TO STA. 40+00 LT FROM -L- STA.40+00 TO STA. 41+50 LT NOTES: ao roNs a-i aiP-anP SEE SHEET 32 FOR -L- PROFILE W/50 SY GEOTEXTILE 37 TONS CL-B RIP-RAP FROM -L- STA. 39+60 TO STA. 40+45 RT FROM -L- STA. 35+75 TO STA. 37+50 LT: DDE = 38 CY 21 TONS CL-1 RIP-RAP DDE = 185 CY; 54 TONS CL-1 RIP-RAP �q" E 800 TONS CL-1 RIP-RAP W/77 SY GEOTEXTILE W/44 SY GEOTEXTILE W/175 SY GEOTEXTILE -L - Pl Sta 34+53.08 Pl Sto 48+93.00 �= 52° 32' 30.4" �RTI p= 4/° 59' 20.7" (LTJ D= 4° 46' 28.7" D= 3° 40' 22.1" L = l.100.43' L = /./43.24' T = 592.32' T = 598.66' R = 1,200.00' R = 1,560.00' SE = 04 SE = 03 V= 50 MPH V= 50 MPH M v � � �� . ,PF v � . �J �M `� � CALYX ■ , � 6JSOTRVONROAD �O �CARV NC 2)5 8 � h �.9 -851 1912 � CALYX g rz.rom � NC L k F-1333 'y `�O JJ � \ \ � � \ / � �'p ��cO�G � .. � e�� °c� �l � �, - 1 h / � J I O/ 0. c� � __ l a,', �. 8 ROCK WALL - HEAD DITCH W/RIPRAP SEE DETAIL 6-B 10 KELLY M. GRAINGER DB 1078 PG 54 � , \ +65.00 -L- � � / 150.00' LT '� � n8.00' LT O � RETAIN m i �- PDE �� PDE - /� �/�/ PROJECT REFERENCE NO. SHEET NO. , � � C/�+�L I /� U-3467 7 � � ■ �F ,s � Ns��rANrs '�, a Pl Sto 48+93.00 � ww sHeer No. I �_�II� J�J� ZO.7�� (LTJ O cnarTN ns eAD ROADWAY DESIGN HYDRAUUCS ', � ' D=.3� �iO� ZZ.�� N pho�e:siv.esi.�aiz ENGINEER ENGINEER ', L = l.143.24' ' T = 598.66' Q �A�rxe�9��ee,� �om i 7 NC Licenze N F-1333 Q Q N � V O � Q m � Q C � C o � W � � � w QN � �W�mC �zQ�¢ Z �I, Ua o Q��Q� N � � W � � �zQo` < ti��< W � � W � � W g Wd� �W< W � N Q W � JoW�Q ¢ a tim�� 2;v0� Z Q � � � Q �Z< �cn�z`¢ � � U g n C O � O � � � Q W � V �O�OC �� i i i i 6 ��ro�� NN�NN� ��C O O O O � \ \ \ \ � 22222 O O O O C ��V »» � W W W W � �� > Q Q Q Q < � � � 3 = O O O O ti � � ti Z Z Z Z �� 0 0 � + ,- �n b ~ W � h �2 I N W W < Z N �� J a U �� R = 1,560.00' SE = 03 � �3 � V = 50 MPN r��`'� ''�` -'�-� ... _. - REfAIN � �� u-� Q � � � � � � +25.00 -L- � �1 50.00' LT BERM 2' BASE DITCH jZ pp �T � � +37.59 -L- `SEE DETAIL 6-C +81.00 -L- � 52.00' LT / 92.00' LT +03.00 -L- � 72.00' LT 5�0.00'�LT L 50.00'�T � 97.00' LT � 115.00' LT J F� +03.00 -L- +00.00 -L- 94.00' LT 85.00' LT �� PDE v' -__ _ e _ n' onn `'--___ C E PUE B_'___'__ � � R ra mot i P E _--DUE= ��` F P�E�---- ---__ ��c IB OEVELOPMENT,LLC. OB 9358 PG 627 ______________ CB___ __ 15" RCP-IV __ 0702 ------ . ------------- --- _ �'V ----- -E _ _ CGREU, TL-3 E- -E I+6000 -L- 72.00' RT +98.00 +40.00 -L- 65.00' F 50.00' RT +41.00 -L- � 13.00 -L- 52 00' RT 0.00' RT +10.00 -I �8.00prL- +16.00 L- 110.00' RT 50.00' RT ,. ,�CB IB w DROI STRU Tlllt€..9.8' � w LCL B RIP RAP 6 TONS .�B 21 SY GEOTE%TILE CL B RIP RP.P CHIEDU OKOCNp 3 TON$ DB 5025 PG 493 PC G PG 803 - - Folbrir. B Min. D= 0.6 Ft. � P i Max. d=1 Ff. Min. D=1 F. ! "WFen B'is < 6.0' B=2 Ft. 8=2 Ft. � I \ Type of Liner=CL-I Rip-Rap 6=5 F. 6=5 Ft. �_ RETAIN � FROM -L- STA. 54+50 TO STA. 55+70 LT; DDE = 340 CY FROM -L- STA.45+50 TO STA. 51+50 LT --. � � � 44 TONS CL-B RIP-RAP � i �\ W/92 SY GEOTE%TILE . �\� RETAIN RETAIN J \` RETAIN _ _d C&G -- - __ � - - - - _- _ R ,..� :�, � '. j �\ �� `.._RETAIN � . - .` �� / _ 7�� \ I RETAIN ` RETAIN ___F _______ C '_ �_l__ C ` _____ -_ `� _- ___ ________ � 0709 --- --- i � --E-------r------E----------�E . E i F\ .iP I+52.00 -L- +50.00 -L- � 65.00' RT 71.00' RT � � N 87°IO'07" W I I N 87'IS'13' W R5.02' �IR I � 2I3.49' + 50 00 -L- + 93.00 -L- �71.00' RT 64.00' RT � � �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � 0 CB - DROP STRUCTURE 6.6' � r-a•� corts s �ur nJB �H - DROP _________'___ _ �' STRUCTURE 6.1__--'-�---------F -' �,o - F �,� -E-- E-- �� 11 �7- � � _�_ IB DEVELOPMENT, LLC. = 92.00' RT +00.00 -L- DB 4358 PG 627 75A0' RT N 87°I3 23 W EIR 25I.57 +49 00 +70.00 -L- . .. . 50.00' A (� � 135.00' RT _ 0 E � PUE � �� O . -'� t � � VI W � ix J h I W w w Z N � _ � F f GREU, 7L-3 I-E - ` +85.00 -L-� � � � +76.00 -L s 104.00' RT� � \ - (� �� 4�� I 50.00' RT +10 09 -6\� 30 00 � 52.00' RT J � `^'�'' (} I DO NOT DISTURB 125 00' RT �55.00' RT �- �� .n:: wnLL � . FENCE 50.00'R7 � . ek � +99.00 -L- � c�N� . 125.00' RT CL B RIP RAP ..�.... z R4 "^ 2 TONS `� � << � ,i�� 7 SY GEOTEXTIL �J �A . 7NC � I 5 � DAVID L. & LINDSAY M. .. � � PATTERSON . DB 5959 PG 336 10 5Y GEOTEXTILE � �� PC C PC 804 � � � T000 MICHAEL BURKE „ � � -- - . O MNRIA NYBERG BURNE � - � DB 2019 PG 484 . - , . IOHAYACHANDRAN MANIVANNAN iOME & KATHY . � � PC C PG 803 WEBB �' Z OB SSIS PC 880 . � 12 �M I �2 � i m U�' PC C PC B03 m G� ' � '' P m �B 2008 PC 2070 � _ m � Q m PC G PG 804 �E'ANGElO WILLIAMS � � � � � t..� {� . � � DB 5695 PG B57 ' �„ 25M� . PC C PG 804 � ., ....�. ��.. � � � � � � . . .r I � CpNC �� J . , - � � . .. �.. RETAIN i . �' _ - J � � �� , � � � �RET^iN DETAIL 7-A DETAIL 6 C � - �' ' N < � � � ,s ' LP,TER4L 2' BASE DITCH W/RIPRAP 1 � � Na� �o S�alal BERM 2 BA SE DI7CH 1 � I R b I No� �o �o al � ��N � I t � � � Haw�ai I - I F'�u nar�.�l ♦ � � CONC � � . , I / RETAIN Ground d Z:1 p �;� 1"iF�. SIOPe Graund 7.� p ti�' RDWY . . . --- _ , I � � Q � � - �,i; ��- Z �,,,� � _��`'7.�. ♦ B4 I�. . ��''`�`iM N---__ _ "'�:y;.� .. �� . _..., ,... '� - � � � _ , , „_ , _r �� , _ __ � -� _ _ - , � _�, -_ -- -_ � - � _ _ .... _ / � . -- -'___ � � '. . � RETAIN J 11 - � �� IB DEVELOPMENT,LLC. � DB 4358 PG 627 LATERAL 2' BASE DITCH W/RIPRAP � SEE DETAIL 7-A +75.00 -L- +25.00 -L- .� 115.00' LT 72.00' LT `� , 95.00' LT /,� 72.00' LT S t 52.00' LT � � � � ^"' +74.00 -L- � � �z.00� �T +so.00 -�- az.00 ir +s� oo � ' +50.00 -L- 90.00' LT 70.00' LT . - 50.00 -L- 52.00' LT PDE +�s.00 -�- . � +eo.ao -�- w 50.00' LT : 80.00' LT p ;; ,--- � E -E E E- -- -- F�_ E\ c � -- --- c - - --- '- � ,- --------- -- - E --- - DUE E __`� PUE ft1E--------�--PUE ----------YUE PVE---------'PUE PUE �' ___ PUE- 0703% 0'0716: F`��,` � R 070 CB 0713 R--- �,C �3REG, TLJ � w - 1'-6" CURB & GUTTER 1'-6" CURB 8 GUTTER i � � e .. I RETAIN � .� E%ISTING F/W � , / -r- -/� RETAIN . / RETAIN - - - f �'}' RETAiN� '"� OCONCRETE SIDEWALK . RETAIN NOTES: ��-RErAiN SEE SHEET 32 & 33 FOR -L- PROFILE � 6 � � z � w � � U\ �W QU �� 2� O � � � W ti O W � � O � W � Q � 0 ti mW m � Q O � Q � Q Q � U W � � O 2 Q o � � � � W U Q�� Q w�;z ��O��tl � \ww�Q�¢w �01,22 Q��Q � JQQ�n"1 OW tiJ��m� ��jWWOWmWO I��O��UU I�I� 2 �C U 000000QZ0� UWWWWW�jW� tititititi �� aV�cnVI��Q O� WJJ��JW �2 O»»>O � W O 0000000 �U ¢QQQ¢QQQI I I I I I I� �mro�mro�o°' 0000000gN NNNNNNN � \\\\\\\ i O �� 0000000 \\\\\\\°?\ ��NO I I I I I I I\ I � 222222202 0000000�0 �� >SS>S» i � WWWWWWW W ��Q� >�»��>�� QQQQQQQ�Q ��3��33�� 0000000 O �tititi�ti��ti 2Z2Z22Z�2 C�U\' C�C�U' C�C�WU\' ��0� C Ol � � � Q U �i � � c� � � 0 d � o� ro �o �� 11 IB DEVELOPMENT, LLC. DB 4358 PG 627 PROP.DITCH RELOCATION W/RIPRAP SEE DETAIL 8-A +oa.00 -�- �o.00 �r +20.00 -L- 85.00' LT 70.00' LT 50.00' LT +45.00 -L- 85.00' LT 70.00' LT 50.00' LT PDE , pUE a ° - __ F _ O o,:.080� __ ______ p 0802� - _-- p _ � v + __ _ , -�_ _� -- �Cg� --__ � '� H r �� a -` Qr -- - n ' ~ W «_ i J � � - PRECAST o _ i � m ' � W P yQRQP__ _ . W N�► �___ Fp- � 5'fIIUCTURE I _ Z ----- 0803� o q . . _ ____ -_ _ -' __ I Q GREUJiL-, RCPyq 'O60 `L ___--9�„�,�rc_n ...� . R� ,�.. E 6, � � PD 52.00' RT -L - Pl Sto 69+80.34 4, �= 9' 45' 50.6" (RT J w�.r � � �- � � D = 2' 30' 07.2" � ; ? _-- _ L 390.25' � �� --- , _ � T = 195.60' __ , .: .,.. -- � � - `" � � � R = 2.290.00' - � '. � .. - ._ ._ ._ ._ .. . � " - .: ... . "' . � . . ' SE = 03 " ..--' V = 50 MPH ��,,,�`�"`�"�� -- - < < �� ; - � ---- --- - - _ - ,�,� � -- ---- - -- - - _ .. _ ` - --- -- - - -- - - - � � � ---- � � n . •,� _�, �� ^t � _._. - Z„ , _ ` � O � � ��;�_, � . +07.00 -L- �o.00 �r ��- CB _� --- 5 g7. 2�- 467" E - REA ROA� EXT _ � �__-' C ___-. E-- ��G +60.00 -L- 70.00' RT 50.00' RT N gi°23'09" _ i13 ?� \' K I CL I RIP RAP (EMBEDD D) 00 -L- � � TONS �, RT 75 SY GEOTEXTILE SEE DETAIL 8-D +08.00 -L- 152.00' RT 3A - - RILHARD R. & RANISE B. GILLESPIE - DB 3243 PC 220 �I� Pt c Pc eoa i oo_ �, 0' RT 3B I I � �� - _________________ � C _ KBB DEVELOPERS.INL. DB 1332 PG 332 PC G PG 804 +35.00 -L- +09 00 -L- 100.00' LT 95.00' LT 70.00' LT 70.00' LT 50.00' LT +S 00 -L- 95.00' LT 70.00' LT -�- T PDE I.00 -L- pUE � ��' �T 0 d d m � �� O PUE 4��=- bU 50.00' LT +17.00 -L- 92.00' LT 76.00' LT 70.00' LT +37.00 -L- 92.00' LT 70.00' LT +74.99 50.00' +74.99 �o.00 PUE 36'TYP. m � � PUE PUE -T---__ �, � �,_6„� 1'-b" CUR�,& I 85.00 -L-, 100.00' LT I 87.00' LT I � . 70.00' LT 61.56' LT � CALYX ■ Eti��_ER� �aNs��rANrs 6J50 TRVON ROAD �CAR NC2)5 8 h �.9 -851 12 CALYX g rom NC L cense k F 1333 0 N Q � 0 Z PROJECT REFERENCE NO. U-3467 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAUUCS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BERM 2' BASE DITCH +52.00 -L- 110.00' ❑ SEE DETAIL 8-B 178.00' LT 70.00' LT +00.00 -L- �, 139.00' LT Q� q +16.00 -L- �F� 106.00' LT / / \ � +07.00 -4 ^ -19.00 -L- 90.00' LT _ 110.00' LT � END UA +�4 -� � R 50.00' LT 185.00' �0819 � W +26.00 - �o.00� �r /� �� q i �.��:..,..... I I C�� i�Lr � � `�a e=ao' F� I � . � CB N � R=�� y" �R=30' R =90'- __-� R_2-_ �B� -_ _ ___ � � N�. i0� (� � -�L- REA ROAD EXTENSION � 16) � _ � i r F 0817. = I wSTRUCTURE �,E=- "" � � E]-;QEr �� .- Et � �� ,T___________ _ � � ni'u+ --- m . 0621 �� . .t . -_ _ �. ,- c E � ` -'- w ------- E' E i 'a�°E- -- - 1��\ ------- ��' +9100 -L-� E EIR - -1 0618 E --- a C ,------�' 75.00' e� <$ P E� PU E __ � � E 5 81°IB'32" +98.00 -L- +00.00 -L- �-E 252.56' +25.00 -L- 70.00' RT 50.00' RT -E 95.00'RT BEGIN C/A � o +45.00 -L- o r� 65.00' RT 4. -L 80.00' RT +67.00 -L 50.00' RT 50.00' RT 92.00' RT g� 05� RT L NP' � ^ 150' TAPER I 50.00' RT � 8.00 -L- R + CL 6 RIP RAP 92. 0' RT � 15 TONS 50. 0' RT � �4 -�- +33.00 -L 37 SY GEOTEXTILE 0' RT 96.00' RT I+95.00 -L- � 95.00' RT � 90.00' RT 50.00' RT TOE PROTECTION � 85 TONS CL-I RIP-RAP �I � W/120 SY GEOTEXTILE SEE DETAIL 8-C �/1 � O � \ / o NO CLAIM � a�, 13 1' � + KBB DEVELOPERS,INC. / . p� DB i332 PG 332 � PC G PG 804 14 �s' A � � pNTONiN . COTLER 3 � OB 5628 PG 433 PC G PG 804 � M pNTONIN 5. COTLER DB 5628 PG 433 P� ._ . PC G PG 804 - N �� DETAIL 8-A DITCH RELOCATION wreiranP DETAIL 8-B DETAIL 8-C DETAIL 8-D ( Not to Scale) BERM 2' BASE DITCH TOE PROTECTION EMBEDDED RIPRAP �b NaNml �No��o S�le� (Notro 5cole) �Nd�o scole� I� �I Proposed Gra�nd �__ � Bed Nat�r I I __FiII5lope /____ 8 2'fram TB -�,o��a - z:� r•�f. -- -�� . � , F�o,� �,o °' �,o��a d � � G�ound ?� p 1 RDWY NaNral ,�1�°`�S\oQs ��d Ground b Filter Fabric B Min. D-1I.2 Ft. � Exis�. Channel � 9p Ih'-�1I � o �.y, Max. d= 1.5 Ff. Min. D=1 Ft. � d= 1 Ft. ceo�e.rue --- B= 3 Ft. B_z F� 6 5 Ff. Filter ao��e�ead � Fobric Iva,�ez '-e I Type oi Line�=CL-1 6=5 Ft. 6=5 Ft. Type o( Liner- Cl 'I' R'ip-Rap e of i�ne,- c a�p kap - xeyed-in , FROM -L- STA. 69+50 TO STA. 70+13 LT; DDE = 20 CY FROM -l- STA. 73+00 TO STA. 75+00 LT; DDE = 130 CY FROM -L- STA. 64+80 TO STA. 65+50 RT L'L-�STA. 64+78 RT 30 TONS CL-I RIP-RAP -L- STA.70�I-50 TO STA.72+00 RT W/64 SY GEOTEXTILE \ / _ ... -I `� r JN� \�.. RETAIN � �� / �' `\ / / / � R 2 �o� 0 + ___________________R_200_ ___TP-~ + � �� C `0823 �/� / � /� 180.00' F00.00 -L- + . -L- 12.00' LT 73.00' LT �/ fdE E -----PI 15" RCP-N E END OA IB DEVELOPMENT,LLC. DB 4358 PG 627 'S ,__. � O 0 t W n P tA W J � i w w w Z N 2 V i �CONCRETE SIDEWALK /MEDIAN NOTES: SEE SHEETS 32 & 33 FOR -L- PROFILE �i 6 � �, � \� I `�I� ... � � -� 1� L...�t"} ,S�S i l✓z^r \ -. r� _ S-� �,��-- � � r,, , , i {y 1 < _ � �S�S � 150'TAPER S , o +20.00 -L- Z � N � 70.00' LT 50.00' LT �, \� +4 .00 -L- so.00� �T +30.00 50.00' C � � +85.00 -L- 112.00' LT J w F. +so.00 -�- � 78 00' LT 0 E E p ------PSlE- -- PU€ P ,- � . O__ _ ______________E- � o R 90, ar-, � _ _ � pp � ~ (0 0�'..�� 0905i Fa- W � ~ ry` _ _ N W I N I y� w � CB - DROP - Z N � � 24" ,:.0904. v STRUCTURE 6.1' ..�0906 RCP-IV �`. 24" RCP-IV 2 - U � -_- � `090 092 GREU,TL-3 __ �� q, -- O � _ _ �„ „ -= ---� c � --------- � E- E CL I RIP RAP 090 7 TONS 15 SY GEOTEXTILE +50.00 -L- F 52.00' RT \ 77.00' RT \ 110.00' RT �� +70.00 -L- / 150.00' RT +43.00 -L 50.00' RT LqTERAL 2' BASE DITCH +68.00 -L SEE DETAIL 9-A 52.00' RT �z.00� �r 52.00' LT RIPRAP AT EMBANKMENT � SEE DETAIL 9-C 3@ 9' X 8' RCBC- CHANNELIMPROVEMENTS SEE DEfAIL 9-E C o� � � � a 0 �i r � � CJ � 0 d � 0 ro �o �� CHANNELIMPROVEMENTS SEE DETAIL 9-D \ . � �z,�e � � CALYX s • 533� 6150TRVONROAD ( o S/ S9" / �..OS. F GAR,NG 2)5�8 � S�l. � � N`� Ph �.9 -851.1912 �� M 0 : CALYX g rz.rom ti -� - Z � NC License k F-1333 \ r � -L - cv Pl Sta 98+94.39 Q 0= 33' 49' 47.0" (RT J � D = 2' 29� 2s.a� �, L = 1.358.0/' T = 699.45' \ OQ R = 2.300.00' Z SE = 03 V = 50 MPH \ti Sl1G4R MdCNOL A WEDOINCTON, LLC. `?so OB 5890 PG 419 RETAIN � - ,�9 3a PC L PC 458 � 2 �•� � � \ \ � - +00.00 -L- 0 -L- 96.00' LT +75.00 -L- +oo.oa -�- 90.00� �r o� �r �.00� �r +se.00 -�- +43.00 -L- � 70.00' LT 70.00' LT .. +43.00 -L- 50.00' LT � _ E _E E --- �----- --- � E E ---E------- � c E e E-_------ --- �_p e� '� PUE .--, PUE PUE PUE PUE PUE PUE -' E YUE -------- eu� --- - �� `0913) 0916� �, 0918 C --_-----'---_ 1'-6" CURB 8 GUTTER 1'-b" CURB & GUTTER ,, F - 24" RCP-IV a =-e��srx�etnrc � �i F __� ""_""" v( '-'�i �rybQO � E� I 79 00 L- � 64.00' RT . +31.00 -L- . so.00� Rr � +05.00 -L- 95.00' RT +02.00 -L- / 110.00' RT � 85.00 -L � 80.00' RT � 50.00' RT �YERAL 2' BASE DITCH W/RIPRAP SEE DETAIL 9-B \` RIPRAP AT EMBANKMENT SEE DETAIL 9-C f� `0917 v -___________ _-_'______-____ _____ ----- -- �o c ------- - � ,�c ----------- E c i ;' � E ------ E -� ,r- i E-------- E-- -E� IIis.00 -�- � yT � P ti3 � � ..N...�. �J y w... � _ 3g . ,..'___. ._________"- � �S.�R__, � � ;%,,� � �_ :. . :'� f. .✓ _ Z � I FG � : `n1 ;'m � � -1 eM5 �� 11 I . O IB DEVELOPMENT,LLC. DB 4358 PG 627 DETAIL 9-B LP,TERAL 2' BASE DITCH W/RIPRAP - DETAIL 9-A �Nor+o s�a�e� � LATERAL 2' BASE DITCH ,� y , �Ho��o s�le� r' '1 ' No�urol I b G.o��d -' 7.� p'L� i':ft s�ioae ��oi � d Gaund 1- � 1'iFt. Fill � �� P ry Slope Fobn� B Min. D=1 F. I p I Min. D=1.5 Ft. Mon. d=1.5 Ft. V.=.! B=2 Ff. iz . ^wl�e � b.o� B 2 F. 6=5 Ft. b=5 Ft. Type of L'ner- CL-I Rip-Rap . FROM -L- STA. 80+67 TO STA. 80+92 RT FROM -L- StA. 81+35 TO STA. 82+00 RT; DDE = 27 CY DDE = 17 CY 32 TONS CL-I RIP-RAP � W/bb SY GEOTEXTILE IB DEVELOPMENT,LLC. DB 4358 PG 627 � DETAIL9-C EMBEDDED RIP RAP AT EMBANKMENT �rvoe�o s�aiel __L�° i .. .. to�mn. t 1 '�.. Dirch 1.0 m'� 1.5 �N 93�8 mm �26 I �I� Grade OnC �� GEOTEXTILE Type of L'iner= CL� I, ftip��Rop �Embedded� -l- 80+60 RT, 43 7ons CL-I, n5 SY Geotextile -l- 81+30 RT, 35 Tons CL-I, 102 SY Geofextile PROJECT REFERENCE NO. U-3467 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAUUCS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLES$ ALL SIGNATURES COMPLETED � / / + a. �- , .,. ,,,, , RETAIN 50.00' LT ,� PUE - � --� + - N � O � _ Q ^ F � '� w 5" RCP-IV � N I W w w � Z N � _ V r ¢ _-- 5 ___-____ �� ___- ___-____ . C '_"" �� , _________________ C �E ��E- ___E--- �� r � �C +10.00 -L . +94 +00.0 -�- 82.00' RT 50.0 67.00' RT DETAIL 9 D WLET TYPICAL �EFr ro R��r �ookN� oowNsrREaM, COP FBEfl 1 EGROIIN� (50 SY� �"� � _ 1 UI LS' '� 1 HHA 1 0 EST TONS CLASS 'I'= 43 TONS EST GEOTEXTILE= IIS SY DDE= 105 CY DETAIL 9-E OUTLET TYPICAL i�EFr ro ai��. �ao�rv��oowNsrreEau� �qN�i1BER E�QiING J`A S�G � G II o�,; � 45' � �" i.a �.-.� $.o .Be�.H EST TONS CLASS 'I'=35 TONS EST GEOTEXTILE= 102 SY DDF= 90 CY ' TYP. � .\ o P .. .. . PUE � ____ _��.__ 0920 _ C _______ O � �CONCRETE SIDEWALK /MEDIAN NOTES: SEE SHEET 33 & 34 FOR -L- PROFILE � � O 2 �Q �� O� 2� Q� i N � I O 2 Q i ; TRAFFIC DIAGRAM _Y2_ PROJECT REFERENCE NO. SHEET NO. � w �- ' ��,�,s� o � � _ -�, „ _ . , „ �CALYX �-3�� z � W Pl Sto 122f19J2 Pl Sta 13+97.38 ■ E�� EER� ��A�� R�W SHEET NO. ADT 2019 ,� 4,524 p- 25' 49' S2.8" fLTI p 20' S0' 39.2" fRTI b,sa.R,oN ROAo ADT 2039 I V rJ�644 � r � 2 30 07.2 D 6/l 14.8 �,N�z�sig ROADNGINDRSIGN E G/NEERS (�J 0 pho�e:919_851.1912 r w ti� L= 1.032.43' L= 336.88' �q�rxe�g;�ee,, �om i�T= 525./4' T=/7032' N� ��e�,e « F-,,,, '_ R = 2.290.00' R = 926.00' 2,572 � 1,508 izcomc � ^' 94ro, SE = 03 SE = 04 1,932� �2,548 20,316 �� ;' �_ ��z3a"w � �TCI-�LI�EE y2- STq �3+ V- 50 MPN V= 50 MPH -L- NC 84 28,396 � �� C "�ti- � 28 � SHEET 27 �0.00 22,012 -L- NC 84 �^� �y,�, � � ♦♦♦ _ 'l�.� N 27°23'SSEJAMES �.OUINN � � 26�572 � "� B.S3 �ONNA OIJINN *5�.03 � 2,740� �,108 �o � � oe ae3� Pc i ze.sa� � � � 1,940 w 3,148 .�� r �- . �- � Pc E PG 335 m p� l- � i� }� ` DOCUMENT NOT CONSIDERED FINAL m 5 69°30'S6" E S 69°�3'22 E P �< W �"`) '� .. 1��.59' . I14.93' -- I UNLESS ALL SIGNATURES COMPLETED I�� S r, ' SPECIAL CUT V DITCH I � I ; '� � � 3.� N U �- SEE DETAIL 12-A � 5,292 � � Q +oa.00 -vz- _ � ' �u � 32 � ��°�� 6i00' L7 / � 6,ZS2 45.00'8Tv2- REMOVE� � - � i c' ro 9`95" v �-�-�' � ' � I � II � � -� uEORCU15T0YNEV EIR - ��- . � I ,I z�DIANA STOYNEVA .. '� - . . ., , � ` � I q"'� DB 3125 PG 102 � . . �� `� / -5�'28^ E j I q F PC E PG 821 \ P.: E1>`'S �\ 321,5�� - �.J� / ... - . . W � i 84 88 -Y2- I �rr� � � - N � I o� s 45.00' RT �� ' � I � � '�' .. � . � _ � . . � / N 62. ,_a` � oi I ' i � �� -Y PC Sta lf 4 � � �i y 150.06' � I� I ,/ / � � � `�. _ /p .. ty l I � 8- � � � U � "' , �} KaMIL JOSEOPH BOULOS ^ I � j O 2 2� � � I � �' Q� �E � I I 22 ) j KAiH�EEN SM i � �A�D JOSEPH BOULOS % I -' � � \ 33 �� h 75.00 -L ,� .. DB 6918 PG 814� R T- 150.0q'pT r� GUTTER E P � N �f..:. 26 � OB 1525 PG 790 I / I I` � I ��U ..� . P� G j75 � � -- -- JAMES W.DORTON I�I � RONALD �.HOOPER O-- TIE TO EX. �" O /� ; i m i i70 00 LI .,� U R B & � �. - + 6 5. 0 0 Y 2 -- STEPHANIE S. DORTON MARIa V. GUEROLA I i 60.00' LT � � I DB 2085 PG 670 l �PC6E7PGC8219 +91 35 L Ja�D JOSEPH BO11L05 +55 00 Y2- � � i I I PC E PG 821 106 00 LT / f 43.48 -L- � NAMIL JOSEPH BOULOS - - I � 1 r7 I� +91.62 L �/ 83.00' LT S 60°59 g�� F � OB 1525 PG 79a � 83_00' LT l � � I I i 5 E . v � w �83.00 L�' . +¢4.34 L- 335.7BR- w a ' - ? e � ��5 5y ,' P� II / - I � �m � /90 00' LT � � � � . Q �H �/ / // / 62 Ob 00 L AN Z5 -�- �Z W W I � _ I c -�� e� ,h NICK DB 3842 PG 27EINRIB O J � /� , 50.00' LT p8 � �U�IE T, SMIT Ei � ' � P�� - � PC E PC B2� I Q � 1204/ +1000 L 3692 PC I H R m F I �� I 335 +54.00 -L m��, I � I �.�� O \ I / / " � E P + L 113.00' LT +20o O L 127.00' LT Z 60.00' LT � � o, II 178.00' LT \ e. � +43_00 -L- � � +6400 L PC G 04 +75.00 -Y2- I I _� � � E-�s� 50 00' LT _/ ^�- REMOVE EX. DI 82.00 LT � � 4�qp�.-_ � �180� O�UAY� �� 1q � +10.0� -L c� � 89.00' LT � �� "/ 66.00' LT 113.�LT �� 3 _ ' S W �125.00' LT �-� 107.00' LT � R 3� l � '�y C-_ - REMOVE / vuE �0 00' LT �57.50 LT . -. \� D i I 1 I � � v ..____.. � +22 00 -L- 'N � I �78.00'LT +02.00 L- z Q +7800 Y2- O 90 00' LT _ F h 1 � ,� - � �} � UI . 89.00' LT -� s`��` ^ ^!� /CB,� `�R=35 / n, BEGIN C/A � �3 � � . E � 1�i I I +9100 L % � �j- 45 00'20 /� � �QW �I �� b„ kCP - �- �CB � PUE ✓� _ `" m OVE � .� 160 00� 0 �� i m � /89 00' LT� 89.00 �LT � ��oP�� / 50' L4NE TAPER � r �RE �V z __�- � C ' ____ ___' CE M 00'0 N + � % I+ „ _ I ,� �+4700-4 7m^.� / '- . � __ __ � I RE o � E �� ,� i7004 LT \o./ � � o � _ -�v _ � �, o �� PUE- �i��zoo� �� ,,-'� , �, _, ___ a R�`�� i i ��R�-- � � �� ------�j - � C---- �r� _ - + „ . Z� `6\ U &/G � J ' �� ' ________ . � \ N 1212/ \ -REMOS �� {� �PU�- _ . .WUE � zo �.1�tif v EnsEME r -VUL�___ _ C _-_ -__ -_ Z� � � '� � � - - � n� �� e R o � � � 1215 � � _" "'___.. ..... ._......+ .._ . _ � s-cu�°___ � o_. � a i �- � RB 7T \ � --�_ � CB �� 123 � 5„ RG � (1216 /. � ezisrrvc aiw � � Wr-t�� /�U 7 2 REMO�E-'�� E n�� . O �W�ZU `�.--F)'- �8�206\ � � PIV Cg ______ p� $ CB_'_ _ W I �1 _ : R_53, - - CB i CB'1217 CB ... p �WOWI� � 1203 � \ -\ O'� �REMOVE= '1235 � � �ro C- -L_ NC 8{ wE00�/V�i%Q - _�'i209 __� I .,? � �� U � j V' (1219J i REMOVE � � + �z �. ��'---- t - -- A�- -- is� ecP�v� Io -"- � -L- NC 84 WED� INGTON RO D�" � � "� M M - �--- _ - _ ---- - �j�¢� R=20'- ��_ j - - J 1208. �.:.._.--- � -.- �,.: _ _ _- __ ,- � wU Q J' I , - �y .., � =L I � \� N D - - O UZ � �- ' _ ' __ _ ~ � 1 / 5 �, I -_ �� la- w Z�Oo I R_Zp�� / � i��- �`" 3. b � - __ __ - 1 � � -+- WO �� 62.00RRT35 � ii I � I __, .�' -____ `/"+��, . � ___ ____-.- � n ..1211 �� R�,� `� �� , n � J 2 t, � . , �� 23 � P --- � t e w n ------ � - - _ N 000� II +Ql S8 L- � � / - 'v �� N - REMO E ' �22 �1218) 1220) _ ' i w � m D - �_ F -- - - � � � U� +SO.00L- +1100 -L-� P �'� - � �� :�, EMO C ` RCP IV^ 24" RCP IV 24" RCP IV E� -24" RCP IV�I w w W ��ti � i 5000' RT VE�� "-___ , - � � � 5 , Mo�v. ___ � Z � \ �,` � __\ R-bS .. _ �� ... �. 1226) G � � _- - x `` ... �0 e � F� A' . � -, o� rso, P� � _ _ o� = ca izzY 4_ YW V ----� ---- £- --=�� --_ - w / -- > �c��ti -------- - � ✓ � - -- ---- � v1c�c� 81.00' RT P f -- --� ____\- _ ____ ____ ______ = B i \' _ """_ ____ O000' rni� oircH + .n -�- �� ------ PUE------- � � � . � � � � 5�' }�� i .:'i225 i � � � - � - � �,-� eoo � 120.00' RT E T _ � o F \ »>O � �' � �� P __ F � QQQQ� I I SEE DETAIL 12-C/ 67.00' RT + � Cf?--� R � PDE PDE c C PUE � 23 �� I I I O DDE - 5 CY +8Z25 -L- m -e - PUE + PUE - � � / I - DU E O�F � IW 82.00'RT +56.00-L � C b�ry � cH� ■ pUE �DUE UE PDE �� '+96 66 -L- 62.00' RT N m + 0p � R z0� 1223 ECIAL CUT SPECIAL NT DITCH 0000� 120.00' RT +27.01 -L /+ 6 N � E � SIFbO -L- +51.00 -L- I � SEE DETAIL 12-A �� / . +37.00 -L- UE 62.00' RT I +23.00 -L SEES &T -A 80.00' RT � I � + -� �� I CL B RIP RAP / 101.00' RT I � �� H I I 105.00' RT �05.00' RT o 0000 � 3 TONS � iai.oa er -L- PT Sto. 127+27.0/ / WI „ � �ai �! i ,� ; -Y2- POT Sto. 18+57.17 ao.00 RT 8��0o ar� ��o � �o sv cEorexrnN � � � "� i < ' �� i � -L- POT Sta.128+44.42 � `� ,'/ 24 I I I I� REfAI''y , � . � 22220 /�� / �. /i I � DI �I 1227 j ., 0000\ � GARY & HILDA AUSTIN +68.00 -L- / � I � I \ I i V 150' LANE TAPER � y OB 3116 PG 929 +58.00 L 101.00' RT � � +58 00 -Y2 � � ° �� + v ��o / � . 2 N 142.00'RT DONNA S UNDERWOOD 50.00'�T Y2 v � l') N� '' �� 8200oRTR �� . +10.00 � � ��n�n� � PC 6 PG 88 101.00' RT +35 00 Y2- / 7 ? � �05.00' RT - SKYE P4RTNERS QQQQ� RETAIN �, � wILLIaM CHAD MCNEIL � � � � � ' � � � - � . . - NI � ` � \ DB 966 PG 329 �� I �II � � � r. � � , ` DB 3116 PG 429 � �� . � n I I � S � BERM V DITCH �� fl �' PC 6 PG 88 -� NP i �- � W SEE DETAIL 12-B � , 0000 � � 2Sgk� � _ _ . � �I� I ...� L� �tititi� � x �� N' _. , . , y � � � � . �� , v q +6�_00 +63.94 -Y2- I 'Y 02 �� +00.00 -Y2- :, �. . ��.., �,� � J-� ---___45_00 L= I y� - up' l 82.00' RT ',. � _ T � i `��,.�� . I � � � �� `"� 4�sr��F , � � � � 43� �03 � � . }6L� {�� i 1 tss �� o.oa�ar DETAIL 12 B " C;)� � I I 01 � �"� -Y2- � pT BERM 'V' DITCH �- �, �' � � w i 4 04 ; u S/o. /SfB3g¢ i No��o s��e, � / " �/ I ' I ' � wv I MAHMMUD K. & N I I � � O MELANIE KIRDA51 � N�69°I4I� W J +21 Y2- Nm�,oi � >� � h� ee°zs or. w a .qq q i � ss �s� er DETAIL 12-A �,��^ z;� p ti, 22 oe aszo vc ass 15350' +16 96 Y2- PC E PG 335 EIP 38i.11' "' �c.��4 �� - � 76.00' RT SPECIAL CUT V DITCH � � � � '"I I � � no� �o s�le� STEVE ESPOSITO Z ti �g i p J From Min. D=1 F. '�T�' i 3/1d +09.00 -Y2- �o�m b=5 Fc LESLiE ESPOSITO �I 4 N 23 �8 6217 PG 309 � DETAIL 12-D DETAIL 12-C o � i i I � ios.00�ar Ha,�,Qi � .��°`e< sia,e O PL 6 PG 88 i I Gro�nd 3'1a F\o � �. SPECIAL NT V DITCH TAIL 'V' DITCH 35 I 1229 � I � 103.00' RTY2 �� FROM -L- STA. 130+00 TO STA. 131+00 RT; DDE DENNIS LIVINGSTON � �Horro smle� � �Noi�o s�oie� O I I I � M�n. D t.0 Fr. FROM -L- STA.131+50 TO STA.133+00 RT; DDE 3� BRENDA LIVINGSTON � oa�ti OONNA S.l1NDERW00D � W "� � +92.33 -Y2- - /e - 1�� I�" 73.00' RT DB 1533 PG 670 PC E PG 821 % Na�,,,a� 5lope Na�ural � Nm�ral WILL�pM CHAD MCNEIL - W +95.00 -Y2- FROM -L- $TA. 129+00 TO $TA. 129+50 RT -� o �.o��d z�o b> c,o��a 2. . �ro��a DB 6424 PG 782 i s�.oa rsr FROM -�- srn. iz9+so ro srn. iso+oo ar `� \' EXISTING TRAFFIC SIGNAL � '� D ti PC 6 PG 88 . III I +00.00 -Y2- FROM -L- STA. 133 150 TO STA. 138 i.40 RT � ratn. D=o7 F�. Slope=0.40% +17.00 -Y2- ir i� � � Sg.00' RT FROM -Y2- STA. 16+00 TO STA. V+65 RT 0 CONCRETE SIDEWALK /MEDIAN � Min. D= VARIES 66.00' LT �� I I 45.00 RT Yz FROM -Y2- STA. 22+50 TO STA. 26+00 LT NOTES: FeoM -vz- srn. zz+so ro STA 26+00 LT -L- STA.120+70 Rr; ooe = s cr Mp,TCHLINE -Y2- STA. 14+00.00 SEE SHEET 35 FOR -L- PROfILE o° ro �� SEE SHEET 26 PAVED SHOULDER SEE SHEET 41 FOR -Y2- PROFILE �� N& � � � � O � � vQ Q �� 0 O d � �O� P� N Z � � � 6 � � mmmm�rom 0000000 NNNNNNN \\\\\\\ �� 0000000 \\\\\\\ I I I I I I I 2222222 0000000 �� >j»>j WWWWWWW �� »�� QQQQQQQ �� 0000000 �titi��titi 2Z222ZZ �� C ri a � � � � CJ � � d � 0 ro �o �� / \ s �'s9 �i ooe NICK & CATHLEEN WEINRIB / �BB- F D6 38a2 PG 271 PC E PG 821 ,n Ex�s1�N� �w '�� OA CONNIE J. BANITT 39 �� B 5506 PG 777 ADaM R. & JAN MCMaNUS THOMAS s2 a2_ PL E PC 821 D8 3831PG 689 �s �_ PC E PC 821 �� \�� +e$o -�- � n.00 �r � � �,� ; ' �;,�. :� 4-0 \ I � �.' _�� I� JAMES R.OICKINSON ti L015 a. DICKINSON 2� � � DB 1787 Pc I17 CO�� PC E PG B21 �/.2��6� � � +35.00 -L- �.� POOL / � 141.00' LT �� +68.00 - ( 0 89A0' LT I�_� '�� O �1-.. ,, �,� �i .� 9 S 0 / - 2. 2s � � t PU�% .. ' S5. 0- rfR _ � 89.00' LT 7 +C8.39 � M (V C 68.96' � N W �_-_/ y. ____-_--__ C � __ � yZj 1� gpl", � � w i CB� w w Z �n _ -� � N _ � L V � < ______� _____ --_ F "' _� � _ - - _� -_>_=>1-rc �-�BE_. PDE -- -�DE �_ _P �- -- PDFE -E --�-- - - '- E - i3os E--- SPECIAL CUT DITCH o ry SEE DETAIL 12-A � �v +50.00 -L +78.00 -L- 81.00' RT 87.00' RT +95.00 -L- 50.00' RT 98.00' RT ��,�` SPECIAL CUT DITCH O o0 �y SEE DETAIL 12-A 36 � ,�°�' ? SKYE PNRTNERS DB 966 PC 329 / / DETAIL 12-A / N � SPECIAL CUT V DITCH F,o^+ (Na��o s�aie� � D'ikh 3�� °� Slope / G�o�nd '��1 p F\ne� °he�� Min. D=1.0 H. FROM -L- STA. 133+50 TO STA. 138+40 RT FROM -L- STA. 138+40 TO STA. 139+00 RT \ /P � I TIE TO EX.� J & GUTfER 'I 5.9 QO L , � +37.� a.oa �r i �,o.ao �r I � _ \`,. � RETAIN � i 59.46' �� R=45' . ___ - c . n � � O � + TRAFFIC DIAGRAM ADT 2019 � 3,992 ADT 2039 = 4,952 1,996 = 1,996 2,476 �I �2,476 _�_ �� -L- 28,396 WEDDINGTON ROAD 20,316 28,396 42 UNION COUNTY BOARD OF EDUCATION DB 6139 PG 609 PC 0 PG 693 � CALYX � ■ EN��NEER� �aNs��rANrs N6JSOTRVONROAD CARV, NC 2)St8 � pho�e:919_851.1912 � CALYXengineerz.rom NC Licenze N F-1333 � �� 2 PROJECT REFERENCE NO. SHEET NO. U-3467 /3 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -L - Pl Sto /54+0/.53 � = 34° 37' 20.2" (LTl � D = 2° 20' 19.0" a L = 1.480.47' T = 763.6/' R = 2,450.00' � SE = 03 � V = 50 MPH + /. ��-__�..: .. ! ` ' \' � +00.00 -L- 95.00' LT - . RETAIN +58 00 L- +40.00 -L- 67J6' LT 8 a9.oa u . 89.00' LT � TIE TO EX. + 00 L- . CURB & TTER 67�71 �T g I 89.00' LT F + 0 -L- 69.00' LT _ L _F � PUE PUE PUE PUE E PUE --- - �0_ 1� 311� ""- F_ ______ __ i ______ -__________________'____ �/_________ � - 15" RCP-IV � � _ � RCe�\J 108� 36° I / J CB ,-� JI� > , // �� j% I - � ��/ +96.00 -L �� 61.00' RT +26.00 -L / 157.00' RT SKYE P RTNERS / DB 4079 PG 465 / / / c. / 0 89.00' LT � +13.00 -L- 165.00' LT \ / :, � 89.00' LT RETAIN �� 7 -�� ' yE31 L��=� STPTION 157 6m.0m t .. ,ti2 If' ' ` .,.... y~t� � �a i�M . PUE - PUE PUE-- --- PUE 7319 �- � _ __-_'_____-_______-.____ CB�� q2" RCY-ry «� -L- NC 84 --------- --.�r�.,-r,nnn �� t U � � a W Nw J � � W ' W N �_ ________ _' � ___ 1372 \, W ,,-�'- C 1�j F n�Np O F �1 C I"_ ____� �. ___ _� ____ _� _ __ __ < E E�+ro -- � - t +s 7r �e-sa-�--- i +�7.93 E� - GI v� � E S �2°35.3' L E . E 51.30 IRON ROD 18832' E 32.33 5 72 L6'O! �. - 39.21' RON ROD & GAP 6 7d N ROD S 72°30'2�" E 48.15' 1317 ��CAPOO & CAP EAP 128.98' IRO ROD pUE� � AP + +00 00 -L- w +20.00 -L 70.00' RT SPECIAL CUT V DITCH 73.00' RT �-. °' 70.00' RT SEE DETAIL 13-A +2 0�- xM °' o . . 50.00' RT + 7. 2-L- 50.00' RT m. ° + 9.00 -L a, 50.00' RT �� 70.00' RT z +40.00 - _- 50.00' RT �01.00' RT � 70.00' RT 69.00' RT iN ROD +00.00 -L 101.00' RT CAP 70.00' RT 50.00' RT +ia.00 -�- 44 / 85.00' RT SKYECROFT HOMEOWNERS JAMES & KATHLEEN REBHCN � � ASSOCIATION, INC. OB 3298 PG 412 ,�,�' DB 4380 PG Si4 PL IPG 254-263 e�ya 0 PC I PG 257 _ . h0 �,�. 60.00 -L- � . y� KAMNRID.MITCHELL UYIEKPEN �IGBINADOLOR / AWAWU IC6INA�OLOR �.00' RT � .�. SONYd M. MITCHELL D8 5008 PG 880 �� DB 6203 PG 320 PC IPG 254-263 �. PC IPG 254-?63 RICHMOND HILL DEVELOPMENT, LLC. � 9�°s 3 �B 642�PG 99 � s HECTOR HERNAN�EZ . N PL IPG 254-26� D" �, LLAl1DIN RICLIAR�ONE � P p DB 6216 PG 54B o PC IPC 257 � � P y� / � 0 � � 5 � �5 / \\\ 'K � DETAIL 73-A SPECIAL CUT V DITCH (No��o Smle� f�ranl i cF No�ural � '3� �� Slope Grou�d 7:7 p p� �`a� Min.D= 1F1. FROM -L- STA. 146+37.92 TO STA.149+80 RT � PROPOSED TRAFFIC SIGNAL 0 CONCRETE SIDEWALK /MEDIAN NOTES: SEE SHEET 35 & 36 FOR -L- PROFILE ' �' - PROJECT REFERENCE NO. SHEET NO. 6 _ � � �°s��°� � CALYX�� ' � i CJ ', w i U ii � i 2 N a' � U-3467 /4 -L - - asi or Pl Sta I54+O1.53 - ' E ww SHEET NO. p= 34° 37� ZO.Z�� (LT) �R - t�solavoN aono ROADWAY DESIGN HYDRAUUCS D= 2°20�19.0�� CnRv,NC2>Sie ENGINEER ENGINEER L= I.480.47' Pl Sta I1+84.6 °h°�` °,` B51,"� p = 36° 35' 45.5" �LTJ �A�Yxe�9��ePfSCOm T= 763.61 NC Licenze N F-1333 R= 2,450.00' D= 57' l7' 44.8" SE = 03 L= 63.87' I eoconN cRirsaY V= 50 MPH T= 33.07� ANDREY GRITSAY R= IOO.00� _ DB 5700 PG 925 - PC IPG 409 - / _ PC N PG 280 N gl°05'50" E I - S13J0' - DOCUMENT NOT CONSIDERED FINAL - BOGDAN GRITSAY UNLESS ALL SIGNATURES COMPLETED ANDREY CRITSaY , �g DB 5700 PG 925 W PC I�909 2W � � I BOGDAN GRITSaY .. r 'i J� � AN�REY CRITSAY ', Q� _ OB 5700 PG 925 0 , �j PC N PG 280 N O o - - Q � � � � � � � I �� 42 a°��,a N ai°os�so' e � OQ UNION COUNIY 80ARD Oi EDULATION `'p - 365�OZ pp ', O� OB 6139 PC 609 � Q� PC D PG 693 / - � � Q � � 5� � Z ' �w � -OR- POT Sio. /2+53.27 BOGOAN GRRSAY + �i I�� ANDREY GRITSAY � 'i OQ DB 5700 PG 609 i Q �O BOGDAN GRITSAY PC IPG 409 � 'i � �� -DR- PT Sto. l2+15.47 � o _- ANOREY GRITS4Y ti� i N 27° 53' 4/.8" W qg `�' gs,00 PG eo5 `f' � SB 5�00 PG 925 w�� _ PL IPG 409 � 'i UP� ZQ UNION COUN�BY680APD 609EDUCATION ozl PC N PG 280 d / � c� � E1KD C011ISTRUCTIOrl � M� � ' QO� �Z i-RETAIN PC D PG 693 ANNEL IMPROVEMENTS �- � � ��, �aQ g�"' � +sa.oa �- -DR- POC ST.9. ll +70.00 N a��os�so�� E see oerna ia- � w`�,, 3i6.as soi9 �ir� w/ O�, �p �� 169.00' LT I a�" � -OR- PC Sto. 11+5/.60 - n oo �r � N O� JU� TIE TO EX. TIE TO EX. +90.00 L- S 5� L U� J� �+90.004' BASE DITCH W/ p � 933�`g . �Ul � Ei.FEv ', Z W� �¢o +05.00 L- �CURB & GUTTER . 5.00' LT, QQ � m o� � B8g26 ��B ez Q�Ch WQ 05 & K O Q � f I SEE DEfAIL 14-A a' iEDD RR P v� O W �2� � \ +40.00 -L- � .. .. �7.50' LT I BOG�AN GRiTSAY � CL I RIP RAP �. 5 25 05 \ 0 p P� 15" O �� O - CURB & GUTfER� � O Z 68.57' LT . ', W �� U� � W � � 165.00' LT � '. � I ANDREY GRITSAY 20 TON$ 105.00' LT q3 2�'�� k Pc �, ' Q U OZ +61.00 -L- � � �f� / - � I I 84A8' LT q6 �� =di REMOVE �� \�1420� � � 2� Z lv DB 5700 PG 925 9 SY GEOTFXTILE O ' 0�0 107.00' LT � I I � I _ PC I PC 409 E �� / '/ O �� <I' � N�ZW 89.00' LT V i � / -DR- POT SfO. �O'fOO.00 = PC N PG 280 p� O � � "'�Wv) � � 'O ' /+PCESSFEASEMEN� I -, - � �Zz �Q +35.00 -L- i � , - ��- l� -�- P�C StO. �J��-h�{�{..36 +20.00 -L- 93.00' LT Le os N44 qPERL- = 5a' ry '�q161 ,:-- O �Wp 02 89.00' L7 � i � � �� `n 150' LA � E 5�� 5'� -- F �� R p_AV k W� ZOWW 111.00'LT . U/ I� o .. _ ___ ______,- CB 8 N ' �W� Q�Q2 UF � / � R 4'9' +55.00 l �I. PDE ---,�RECA 3 s- CB � i Q�2 �ZWO p �� PUE REMOVE I � I � U � +25 Qq -L- , Q otiv�i �¢� -� � �� R-� � e� oo �r �ab oo �r i.00 -�- � 1 0 � n• _ � r Q �Wg �~ � _PUE C U� I /12500 L- � 95.00'LT , . 81.00'LT 1411 0. R MOVE �'41 �v �� a y W O , �- ___' / i / / 69.04' LT 8 I +95 69 -L- � . I � ��-'� E � � 15 _ , p j� y W v_� i I I � � �aWU � � � �� 81.00'LT PLUG AND Q z + � , � +45 00 L- 87.00' LT I , � - , ' \ J� �' ��WN��Q� a ' F - G�'� I� I l 69 FLOWABLE FI� � +65 00 L� PUE ' � �g � CA� '. 9 ,� � T RFf.dOVE ,�, J� i i Wti a.WO�Z Q. -- � 81 00 LT � 73.87' LT � E '�7J�' R/ � � k\� �bl 1 W z�� Qa� .� t� o 1403 � - - -- ---- _ _ -__ __ � _ � _ � _ I�tiWQ � /� �,�-� �� ___ _'-_ __' ' - ___ _-___ ___- _ ---- � � �z�Q� ��z� u, �� ""� ------___ -- - -_�_ _ -- __ � w , � E F_ �N� �-' o- � __ _ E F � � � REMO� � W ' P C E 1407 __ '. �eVE Exlsrin�c ai�- t I w , " C9 cJ U� '� � WQ y= _ �� Of - IV ryU� "'1-�� \ G� -` �� STRSlL RF52'/ , � �1415� nN R �� 1R SJ' z � � � c U � WQI��O Z� � h .� � '"__ -L' - �� R 75' 48" RCP- . ,1 49'-'1LCP-L�-- __ Z� A ti �. � g �Qo � N (iaoa) -- _ ry _ _ � n , -� , �� Z Qg� ___'_ - 8 (�/ __ �� __ �� 48" RCP IV' - � - -- -- - � O�Z � W EDD/ -- - PLUG '1409� � - - � - , � �w O� �� W W ry � _ _ �✓GT � ____- 48" RCP-IV - _ -___ L _� na CB, .. N- -- �` O �n/ /� ., REMOVE - ---- � ' � � - _ ' rj � ' F (1478 P ' ��c��`�`i 2 `n �% � i ROAD �� ; --- � iaos � 7--- �'e ca _ - �-�; . , p _ � , , . k � P,' - iaoa`- -k---------- -1---- z _�► A -�v- � _ www�wQoo = p �" �4ot' a' -- � � n - � - nai� � _ --i_�- pINGjON _ROAO �� ,___� I � = 00 oowoW ~ ' �<. � _��- - , �► --r Ca ��84 tidts \� \ ,,�' ,,�' oe o � > U �--�__, �` - '- ----- � -- ---- � w i - ----- F, ' �,, ��aja -- _ � `' _ WED � � ,- - c - ww < 7 _ ��, � � � _ �► - _ �� _ L ` ____ __ __ J _ ,,,, � ° �� + __ '> -- -c �__ �,, --- - � ! � iao�� - - _ � v� ---- � -- ' E / sb�t P N � LL , � QQQQQa�� o- -� _ I �i I I I I - \ - 1 `� DI - sf Ns a/ _ ia�� 4�z WED�iNGTOu BR00� HOA N __ - - p 20" P � +1b 78 �- n � C - F � ��h<""_ _-_ _ ^ -- /\ `FJ _ `.. --___ 3J. E v / D I� + N o a`=� u I ��m�mow e�a � j --E _ � - � /'�� 47 - . - - . N `� 42 � _ so oo� er �sa d � 00000�0 S�4°45'00"E +0000 L _ , - a`�n 50_00 RT &+20 00 L / � 14 SY ' NNNNN N �� / 67.00'RT 50 00'RT & 1 � F � `�C-' � �� L 6 0 � - �JL _O - = \ CL B RIP RAP �J3 �� LL 4833' �� AAAAA iA J m A �� S �6 4g __ b F � � 5 TONS ER W= J ' o0000 � /, a I I 67 00'RT i� � - E-�L � i% � 1 / ,Pp' , a, o _ - � li O� � om°' P m 50 00'RT & / � d �/: ; fT . �ti� � i n _�EU TL- -- PLUG_° z� 19.5i' E E I O �� SPECIAL CUT �� / -E-- � / i - _ .-`O I GEOTEXTILE I 5 so �� \\\\\oN V DITCH � r�j , � TIE TO EX.�y � +1 00 L- a+ F .F,L_ - -- � � V- . � -99.00 -L- .. P E- _ F � N a7°lo'35" E p�;R �- � +87.00 -L-.. �� +26.00 L- � +75 00 -L- 50.00' RT o, N I , 67.00'RT , C . . E � L F r -- �ft I � \ . SEE DETAIL 13 A ' CURB 8 GUTTER � REMOVE / '� i i i i i � i 1 �o.00 -� / � � +oo.00 -i � � / s - I � -E- - --�E� � � so.oa ar es.00� ar � I� 70.00' RT ' 0 50.00' RT J � � Lt59 00 L 3�' ` PDE \ . , ZZZZZ�� 50_00' RT . � 60.00'RT & / 1F. +05.00 -L I � \ 91.00' RT , 50.00' RT 67 00 RT - �� 50 00 RT I „v E` DE 90.00' RT � � � v a 0 �i r � � c� � � O � � 0 ro �o �� ; � � 52.00 -L 52.00' RT \ + .0 -L "�',u' +23.67 L- / . � +0 87 L- / - I '� E� _ 70 00' RT � - ' ' N 88 i I� � �2.00' RT � . PD 50.00 -l- 50 00' RT � 65.00' RT � 25 00 -L-/ � REMOVE 69.00' RT � I / �42 629 �- 60 . g9 � � +06 00 L ' 80 00' RT /+80.00 -L- . +20.00 -L- �L -�� / / `I i. L�_ . \ \ I. 55 00 -L- . 52.00' RT / 94.00' RT +17.00 -L- 50 00' RT � / 81.00' RT z97 00' RT '.�"- % 71.00' RT �'47 50.00' RT o y�9 +10.00 -L 159.00' RT ��I 17 00 -L- / REMOVE 4 LF 112.00' RT I s +0315 L-� ': �09.00' RT / 1� � �I / / /� �/ I JASON & AMY DiCI(EY E�P N e 29 ��z �DORTL D ; LATERAL 2' BASE DITCH 70 00' RT � NETAIN , �,.-. � RICHMOND HILL � I� DB 3243 PG 92 AND RETAIN 93.00' RT I _, + 8.00 -L- } I � � PC F PG 198 92 00' RT 52.00' RT CHANNEL IMPROVEMENTS J `N/RIP RAP DEVELOPMENT, LIC. � � �� +7 00 -G-, � � o i07.00' RT. z I��. �� / I E G�R 52.00' RT � SEE DETAIL 14-E SEE DETAIL 14_g DB 6421 PG 99 50. � 0' RT / a` +05.00 -L- PC I PC 254 2W3 � ' +80 00 -L-/ � '/ 6� �� o +m � N' O 159A0' RT 45 �� .g,> E�� F ios.ao� ar s a6°s2 '"r- I `" eb.00 aT � 52 �q 71' � CRA�E BAPT15T CH�RCH I j I 93 93 L-/ �/ �So � 750' �NE TAPER . WEODINCTON BROON � � OF $OUTH CNARLOTTE � �1.00' RT � N 6 -� 06 5• Vr' HOMEOWNERS a550C., LLC. DB 4829 PG 566 / � TIE TO EX �6 J 9 ��5 65°54�3 � s� DB I993 PG 470 ' � 46 CURB & GUTTER t�;+ , Z5�4� Q CHANNEL CHANGE W/RIPRP.P Q, , PC F PG i98 LOLFIN AH-NORTH CAROLINa 2. ILC. - t0 " R v SEE DETAIL 14-G vry o n� DB 64i1PC 747 -05" w � JOSE RAFAEL LONCEPLION OUIROZ a'� N'�' 5 gl°55 - �k ' � MICHELLE CIAMMARINO JpMES H. & FRNNCES M. � N . P� F PC 390 j45 qi' RETAIN DB 6997 PG 201 HARRIS � - � PL f PG 198 DB 1324 PG 608 �. CORDON RITCHIE PC F PG 198 ANGELO & ELIZaBETH aLITELLi ' DB 4829 PG 566' DB 1302 PG 577 PL F PG 198 '- PC F PG 198 � DETAIL 14-C DETAIL 14-D DETAIL 14-E DETAIL 14-A DETAIL 14-B CHANNEL CHANGE W/RIPRAP WLET TYPICAL DETAIL 13-A IN��a s=��el Noro,o LP.TERAL 2 BANo DsTaH� RAP _ a ura Notto� __ /FIIISIope ��m��_ ",;�eFr ro Rc • T0 a aevr ra eicHr �oaki LATERAL 4' BASE DITCH W/RIPRAP ( I �RT �oo�i�� oowNSTaEnMi ;- $PE�IANo oScoIDIT�H DIaPe Gm�nd d 7) p 1.� �� 5'�ope Graund ?.) p ti.1 1"iF�. SIoPe GrO��d d.. ?'1 D . 1��/Ft. \ / Graund ROP5158�i0xS� �`� �I�, �SSflO�iD RAP135i0NS� '.- �,� 'f.. �EGRS�NNG I =1 � _ urvo d In � � PROPOSED TRAFFIC SIGNAL ural � 3'� He� � Exist. Channal I 5 IxoNs� CL°SS P wF qnps� 9 n Ground 2:� F\o Fl�er B Fil�er B FilterFabric B Min.D=1 Ft. i�s" � •, ; ry I.5' � � Fnbnc Min. D=1.5 Ff. Fobric Min. D=1 F. coi i ' ' oi ii n��. o= i F,. ,Ha,. a=i F�. ma.-a=i F�- nnox. d=t Ff. M��'",�FR ; ' o, M$g�'Y�FR coi��iaee �ai�NaER � CONCRETE SIDEWALK /MEDIAN 'WAen B"is ,: 60' B=4 Ff. 'When 8 is .: 6.0' B=2 Ff. B=2 f}. (IIS SYl �'. � ~ 0' i65 SYI b=s Fr. b=s Ff. �r-ea sE*,- +�` r--r--ir-1 NOTES: FROM -L- STA.146+37.92 TO STA.149+80 RT iYpe ofL�ner=CL-IR�p-Rop 6=5 Ff. Type ofliner= CL-e R�p-Rap Type ofLiner= CL-B Rip-Rop �^iRo? ii.o�o_120s aRi[se20€vaaiEs E5T TONs c�Ass 'V=uS roNs o-izo- ae.o� SEE SHEET 36 FOR -L- PROFILE FROM -L- STA. 159+00 TO STA.160+00 LT; DDE = 50 CY FROM -L- STA. 159+85 TO STA.161+45 RT; FROM -L- STA.157+40 TO STA.157+98 RT; DDE = 45 CY EST TONS CLASS 'I'=75 TONS SEE SHEET 46 FOR -OR- PROFILE 75 TONS CL-I RIP-RAP DDE = 65 CY 20 TONS CL-B RIP-RAP EST GEOTFXTILE= 165 SY EST GEOTEXTILE= 180 SY W/160 SY GEOTEXTILE 52 TONS CL-6 RIP-RP,P W/45 SY GEOTEXTILE DDE= 31C CY DDE= 1250 CY W/116 5Y GEOTEXTILE � � O� Q O �Q I I � 6 ca � �Q I� Q�J Q�ll~ U� °Qo ��Q 2 �O� �zQ W� 0 �WO z Q �titi ti�z w~� JW � ¢zw w z,� ��ti �� j�� O~ 2 2j� s 0 g�� Q OOQ I I I I WW I No�Nco00N 0000��0 NNNNQQN \\\\ I \ �� 0000 \\\\°�°�N ,,,_NN� I I I I\\ I �� ZZZZooz 0000\\O �� »>jl I j ��CC�22CC ��00� QQQQ��Q ��»� �� 0000 0 �ti��ti S=ZS��i �� W W� ��00� 0 � a U � � � � i 0 d � o° ro �o �� ! TRAFFIC DIAGRAM I � ADT 2019 i� a 2,428 I I ADT 2039 y �� 3,068 i � Q __ Nw I I I �?%q, �S6q�6�F � I � 700 1,628 � / r 700� �2,268 � ss 21,460 � 9s e, -L- NC 84 30,260 N cairsar ��^ 20,316 -L- NC 84 ! GRITSAY EIR Q qz 0 PG 925 28,396 > 50 216 296 ro rt)w � Pc'0zeo > 50 � � � � / 5� O Q / / ' s'- I d Q 'ss_ c, M M �-' / -- -�� `� 316 �i � -' � 396 "' W / / 0 g0 � S a'S'�1��"2 �� /q'(e�R 51 / / RUSSELL R. & GAY H. FELCH TED�Y C.& KELLEY DB 493 PG 738 D9 g926 PG 1 / / PC a PG I75-B P� A PC TS-B /� / Q� �/ \ / // � / / a N � � BOGDaN GRITSAY ANDREY GRITSAY / � EIR �6�� DBPC7I�PGP90925 E / 2e6 5 � // / / 57 p\ya� �I�' / rJCJ SNERRIE A, WHITESELL � i O DB 1662 GC 689 /�Sy QG FJ`5 KYLE GOULD P� ! PG 175-8 � �HRISTINA UNDERW00� SIMPSON J P S�v^'�� ... � / / /t/ OPLSABPGPI'/5-B �. ^� � J � � � � � RETAI ��`"� . �`� � <i e� /c °� 150' LANE TAPER o_�a +50.00 -L- +46 00 -L- . .� � � 81.00' LT 106.00' LT / P + 74 OQ. _ L-. / � 0 101 00' LT ' I +8 14 -L- � 67.06' LT +71 56 1- q0 v / /� +48.00 -L- _ _ 50.00'l � yo2a�oo' 84.00' LT � . 5 29�' rREM VE /� �� ;'� � . o ` � E ' --- E-� � o / / E �•��F � soa E— - - �-----------� —E � ° E, ( � �----- I'� i ,� � �__--__ —_- C __-_r \ S 50°28'48' yy __ C_,,,--�� O / 7 - \ 26;12' �'- � I� � ,� 1532 � O � � \ B�.n6 p --- y\ � 7505 s�.i5' p OO \�� j�di �Y CB CB R t N � � N W � N I W W W Z N S V � � �� 15„ �o � � � -L- N(, tl4 WtUUINbIVN lYUHU - 7'-6"GURB�B GUTTER 1'-6" CURB & GUTVER --_-----__ \ � " NRB & GUTTER � i� N ' RUF_____'_ PUE � - PUE'— -__ G.� C.. _ ________ —_�- c _ ��J � REMOVE ' +I � 1� 31 00 -1- 68.00' RT 72 00' RT +06.00 -L-\4 �0' RT S� 63.00' RT TERRY W4YNE & CECILIA 90.00' RT WICNER \ DB 367IPG 362 � +55 00 L 90 00' RT s ` � N N�_ 0 � �� \ .. ," . F \ . . /� s vW Ne n N `0s �, � 53 PAT G. & LAURA $HAFER ANDREY GRITSAY DB I403 PG 321 PC F PG 198 � s az°irso^ E �277 3s� p/�ATCH�� SEE SHEET Zg6+00.00 il m1 I F II I �/� �/�/ PROJECT REFERENCE NO. SHEET NO. C/�+�L I /� U-3467 /5 ■ eNc�Neeres coNsu�rnNr gM/ SHEET NO. msolavoNaono ROADWAY DESIGN HYDRAUUCS cnRv,NC2>Sie ENGINEER ENGINEER pho�e: 919_851.1912 CALYXengineerz.rom NC Licenze q F-1333 45.00' RT � ^ a :oo __ ^� �-- � � � g2 �o I I EDAYSON GROUP.ILC. � F �� OB 6506 PG 773 Q � � � u� � � i � I � -L- � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� Pl Sta 175+36.59 Q � m('s3' p=/7' 30' 05.0" (RTI Z �i i +so ao -va- D= 3' S2' 16.8" � '�� sz.00 aT L= 452.08' / �� W R = � 80 00' 60 _� � I RICHAR� E. & TERESA P. VEST m � DB T84 PG 524 I PC A PG 175-B u I � S 88°34'26^ W II 258.55- � ` / ~i - SPECIAL CUT DITCH W/PSRM SEE DETAIL 15-A END C/A +00_00 -L- 143.00' LT TOw 0 58 °B � � � VI T I � I I � 1 i 1 I Q I I � n I � I � n 1 1 v 1 V� I I i I 1 _ �i I 1\ P-IV m � �I I' I�� I I� � n � n 1509) � MOVE - �1507 15" RCP�V _/ < CB � < w s�=-�=� xsr. q , ___�B__ �____ , �, --------- - PUE __' _ P�E PS1Frl - �tPUE - - PUE . - --- E __ � 7513� � � E \ C E— E +50.00 -L F + -L- 77.00' RT 78.00' RT +57.19 -L +00 00 -L- 68.00' RT 68.00' RT +05.34 -1 � 71_00' RT / -Y3- POT St 10+0000 /`, i w I 1 i i I I 1 i I I U 1 I� I v�� W 1 i 1 �', +78.00 -L- O. . � be.00� Rr -L- POT Sto.170+59.02 � Z / 0 6 rJ6 TIE TO EX. SIDEWALK� � +74.00 -L- SHEA HOLLISTER, LLC. / 's s 88.00' RT TIE TO E%. � ! �-: � DB 3359 PG 330 CURB 8 GUTTER +68.30 -L- PL M PG 619 50.00' RT n p9 w � 5 �� r `✓FlI: �665 E 1 / / / / / / SE =�03 � V = 50 MPH y8•w / DETAIL 15-A p2� SPECIAL CUT DITCH W/PSRM .. .. .. . / y694o , rvo,��rol (rvorro S�ole� ` - F�rom A i cF N e �°� �J ... / ��e �z�j .. � �\� g soaa d Min. D �- 7 Ft. Type ofLiner= PSRM Maxd= 1.25 F. qg *�6�9' FROM Y-3 STA. i1 �I 20 TO STA. 17 �I� 00 LT / 3a\ 290 SY PSRM MATTING � FROM Y-3 STA.11+20 TO STA.17+46 RT � 310 SY PSRM MATTING SPECIAL CUT DITCH SUSAN63Tp�pN �- W/PSRM OB 2026 PG 225 �� SEE DETAIL 15-A w "' SUS4N J, iOLAN � DB 996 PG 239 � +10.00 -Y3- +70.00 -L- I 45.00' RT 02.00' LT I + 0 00 + 22 Y3- 1 9 00' w 56.00' RT +08.78 -L- - i-2 71 -L- 62.00' LT 1514 73.00'lT `� 150� +40.00 -L- `"L.1NE 62 00' LT m, qPER REMOVE � 36, �,p REMOVE � � E E � � — —E--- � ,o F ________ F- E — E— ------- -------------- -- . � R��V +E..,-.. ... __--- --- ---- � /n\ ��n'� ___ i, �q�,��--- -�� - • �1-�� .,� E'��F�II��►�i'�—'--- � : �� F��—�"l�ll�!Ps�..es .C�___ —,��.-- � G1--. _ _ �ii11i W_ ' �.��w��,v-� ��u ' � �' --_.:� �: �/ � -��' �� ._ . • � �� .v�\ � _� r� .Ta-,� /�' �� I �.`}78.64 -L-'�. 150'TAPER ��V.VV �•� 120.00' RT � ._. BEGIN C/A � +7 �- h . 102.00' RT \�n� �� + -L- +50.00 -L- 14a.00' RT 2 � TO EX. SIDEWALK �07.20' RT r TIE TO EX. � CURB & GUTfER � r 56 � $HEA NpLL15TER.lLC. C DB 3359 PG 330 � PC M PG 619 L i O 1$2J _ — REMOVE CL B RIP RAP J 11 TONS 23 SY GEOTEXTILE CHARLES B.FISHER GEORGIa L. FISHER OB �32 PG B25 \ PL 0 PG 282-B COREY 0. FAIR KRYSTpL W. FAIR oe sns Pc eo5 PC B PG 282-8 � PAVEMENT REMOVAL �PROPOSED TRAFFIC SIGNAL 0 CONCRETE SIDEWALK /ISLAND NOTES: SEE SHEET 36 & 37 FOR -L- PROFILE \ SEE SHEET 42 FOR -Y3- PROFILE DRIVE RADII 10' UNLESS NOTED OTHERWISE ' �' PROJECT REFERENCE NO. SHEET NO. �� TRAFFIC DIAGRAM BEGIN APPROACH SLAB END APPROACH SLAB � CALYX U-3�{E7 IE �� -L- STA. 178+87.08 -L- STA. 16� 73Z SIDEWALK BEGIN BRIDGE END BRIDGE � ■ En�a.n��=Exs � corvsu�rnNT RM/ SHEET NO. ' ADT 2019 Y � L- STA. 179+17.25 SIDEWALK -L- -YQ- � Q. -L-STA.181+32J5 I, msolavoNaono ROADWAYDESIGN HYDRAUUCS $92 2'-6" CURB / 2'- C6 URB PAR�,NCvS,e ', ADT 2039 � 8 GUTTER 5.5' SIDEWALK & GUTfER P� Sf0 /75+36.59 P� Sf0 /0+66.08 P� Sf0 /2+04.39 ENGINEER ENGINEER � ho�e: 919_851.1912 ; cnr-i nPe-�u PE-III 'i �RE p=/7° 30' 05.0" (RT J p= 3' 39' /5.3" (LTl p= 40' l4' 55G.1"(Y(LTJ �A�rxe�g��ee,� �om � � D= 3° 52' 16.8" D= ll' 27' 33.0" D= 22' 55 O✓.✓ NC License a F-1333 � Q > 50 716 o L- 452.08' L 3/.89' L= 175.62' ' � o � > 100� � 796 �� -L - N � � R - �480.00' R = 500.00' R = 250/.00' � WEDDINGT N RO SE - 03 SE = 04 SE = 04 �'' �``� � 21,460 NC 84 22,160 � ^' � � V= 50 MPH V= 30 MPH V= 30 MPH � CO w Q WEDDINGTON ROAD �_ - � � � �, � 30,260 30,960 � " � ,_ - IN Qz � � � �� _ � �WW M � � � � ~ �r� J� g N � � 5.5' SIDEWALK TYPE-III �` DOCUMENT NOT CONSIDERED FINAL Q� i i �� TYPE-III � ` � UNLESS ALL SIGNATURES COMPLETED I_� W '� ��Q i I � � '� � � W 2'�" CURB I �'� 2:. \ RB Q Z �� 8 GUTTER 8 Q ' �z� SIDEWALK BRIDGE /ROADWAY RELATIONSHIP SKETCH I si�ewn� � Z �I tiQti � =` n W DETAIL 16-F z ` � W � w <op � n"s�`saeo=rieo Ir�i°nuxs � =sx axau - - �� Q � j� ex o cxaser eLixv � W � g P / mirTiF�or r oxo r��ow Oi F%[STING CHANNEL ~ O W EPT � �w� xxv � T ��WQ T COMPACTEO CLASSAI� L�KFi��o OW Q O mx I eACKF1L� *x SECTION A-A eA � Z O� isxcrx�� as� sroxe Q � O w O U \ e aniKMx��reo � \ o zOo� � �w� te � � � � COMPACTED JY O�� CNANNEL P BRCNFILL � BLOCK SNALL BE A[[OR�AN[E WITH THE L� � O � .�\ N�TPPOJECT oPE[IFICATIONS.TNSTALLE4 IN c� o g� z z� s�ocK sx u�o aE xxs,a«Eo a, ,xE xx,EwracE aE,wEEx Exxs,rx� Q� �� W w 0 � a� eo;;"om`oi"eioa°ePOsxouin"ee"n`mxxxmum or z eeiow ,xe xxvex, � � �`0 �' w Mi `"or`;o" aEroxo �:� t SECTION B-B a� a� m�m or ,o aE�oxo .xE �:m:.: or .xE z v � W Q Q oF"Ex:s.:n� �xAxHE� pLAN VIEW s� :x w:rx z� Q o��`L' CHANNEL BLOCK s, �o �,o Ex,Ex, Po��a�E ow ., r.E o�wE�r�ox o. zQz> Q Q�� Q� �� xor ro stn�c END APPROACH SLAB � � Z � � '--' ' ---' . . . . . . .. . -L- STA. 181+56.92 w L� O�I �� Z� � � FROM -L- STA. 176+65 TO STA. 176+95 RT a' O W � W � � Q�00 �T �- FROM -L- STA. 178+55 TO STA. 178+90 RT ti W ¢ ti g � +50.00 -L- +60.86 -L- +75.00 -L- . �� O W�� 109.00' LT 50.00' LT 5 44, �T S END BRIDGE � W 04.00' LT ,S� -L- STA. 161+32.75 I, ��2 ZWW��ti �9 O W� O Q Z g� 150' LPNE TAPER +65.00 -L- 926,28'e 0 0 I� U W O� J � 86.00' L7 ��w v�iw�� E E E E SCHnNN�- � Q g � C� � Q E ____ F________-_ _______________F -_ 0 PpE SEE DETAIL 16-D \ N W ? � ti z � W � F------- ----- . . `a- F �-- ... PDE . �. 36' NP. U� Q � Q� O Z +30.42 -L- � REMOVE EX. � Q � W � z� O 0.00' LT 3@11'x12' RCBG � �, � � Q��UW� � _ I � �- ti JW�Q1�2��W O R �. - . - �Z��Z�cow O. �g��1QOOcn � -__________ Z�QJ��QW i- _____- �� UQ1WL�� fl � � � � � � r � ______---- - �I�I�I��WIIIJ� Q W - __ - _-_ jjj0�00�0 VI N - - �yr► O O Q J ��Wg��Q � w - �� i5"a I I I I� i W� Z rorororogro � � 0000 o u � NNNN N O O O O � � F \\\\�N ;,,,o� /� I I I I� I . SEE � L 16-F ZZZZ�Z W �� > > > > I � W W W W W ��2� �� 89�s39�-- QQQQ�Q 99.00'R7 �� 155.00'RT � � � � � � CB 1'-6" CURB & GUTTER 1'-6" CURB & GUTTER -L- NC 84 wESLEY CHaPEI WEDDIN$TON ATHLETIC e550CAT10N OB 1648 PG 84 PC C PG 649 -Y4- POT Sta. 13+47.09 -L- POT Sta.184 + J0.00 +67.00 -L- 68.09' LT , � ��wE-E_ _---�- � i�� .�. "• " : �� , . . ,� w� ^ Vl� � ,� • V �� N � _ �"�� I �� • � : � � �� =ly.l��d� /�\IJ 0 � I � 11 I I ... . v.� . �� . �� • SEE DETAIL 16-C � ..._... ��/ .._._ v �! � _--�"- ------� F i RIPRAP AT EMBANKMENT __ � ��--- F �� _ SEE DETAIL 16-E ��' p E � -- DUE DUE � ��---PDE -PDE- 'eO \ �Y / - /� BEGIN BRIDGE � LATERAL 2' BASE DITCH � L STA n9+n 25 _ SEE DETAIL I6-B PDE '- PDE Ppf . �� e os. BEGIN APPROACH SLAB il .00 RT �� +h0 A6 L- PD � ��-L- STA. 178+87.08 iss.00nn _i_ l s.� ��.�� p�,,,,, >>a.00'ai 0 0 0 0_ O C � U � a U � r � � c� � � 0 d � o° ro �o �� ; HER a�Es 0 F,s�Ea O �pe GB P�p28230 65 P\ N o. 69e S. Ao, \ F�-�-- ... �� cInIL 'o-r b�'�(yy�T�--� CL 17ITON5 J U-TURN BULB . +z�.,� _�_ \ 15 SY GEOTEXTILE R-45' �z9.00' RT +30.00 -Y4-/ \ sz.00 aT DETAIL 16-B so.00 �r +87 00 -L- +10.00 _y4-� � CHANNEL CHANGE 60.00' RT L4TERAL 2' BASE DITCH 24.14' LT / SEE DETAIL 16-A ,/ INo�m 5<aie� � j^ b^{ �+C Nolural I �--� I \ �� I 11V Ground 7� p �,.\ I,.�F�. `F'ill MARK N. EFIRD Slope �� ,r DB 1360 PG 421 � Min. D=1.5 F. PC B PG 282-8 B=2 Ft. 67 �S 6=5 Ft. MICHAEL Y. & KAREN R. BAUCOM 6�S � DB �4II PG 396 °66. F fROM -L- STA.180+85 TO STA.182+00 RT; DDE = 65 CY DB 3096 PG 30i PC B PG 282-8 ' LIVE STAKES 8 SEEDLINGS TO BE PIANTED ALONG 2:15LOPESBANKS DETAIL 16-A �SEE REFORESTATION euN w CHANNEL CHANGE EROSION CONTROL PIANS� ( Not io $wle) �� Proposed Noturol NQ��Q� CoirFiber FiII5lope _Ground�_ Groun�� :� p ti�, fl"iFt. � 5' B 5' Min.D=6 Ft. �Ex�sr.Cho��el Max.d=5 Ff. B=12 Ff. Bench-Coir Fiber 6=5 F}. DETAIL 16-D � � STANDARD CHANNEL (Hoi�o S�ole� NaNral Norurol / Ground ?�� D .�� Graund / a d n� \ Gao�e.rle B Min. D=5 Fi. � V\�0��\ � 'Whe� B I:.: b.0' eaildF�.S Ft. (_��POO� J Type of Liner= CL-II Rip-Rap �O -L- 180+90 200 TONS CL-II RIPRAP W210 5Y GEOTEXTILE; DDE = 340 CY FROM -L- STA. 176+39 TO STA. 179+30 RT NOTE: CHANNEL BED RIPRA ONLY TO DDE = 2600 CY W/360 SY COIR FIBER BE PWCED IN CULVERT REMOVAL AREA ao�� _ -_ -_ -�8' CMP REfAIN RETAIN � � � � l: i/�/ �,,,,_ :��/ �� -, - �// �' /,N. TIE TO EX. „" / , CURB & GUTTER� ': '�' �� 07.00' � CB � �1618� � / � `' v / ' _ ,� ,,,. , 71 I ' TIE TO EX. -- \ �CURB & GUTTER 98�00 �T \ '-F ,$5 7�pp�� - REMOVE - Ioa�4g� �T R=20' ; , F +s9.7o -i- E- i �\ � �REMOVE 50.00' LT � li � , i \ � 9.9 � 1 � I �R=50' � T RiW I c i � , � ' ,------- � � ' F F _-_---___- r �� '�" RCP-IV ----- )� 1620�8 `-�� 5 8 °•42' /7./" � DI� � R=10' � p o R_2f1G_ �,�----------------------- -- ----- - � l�' �R-30'c� ___-_ �oi�_� %� �� /� _ . UE� - - p � ��V� �� / � _ R-6�� +15 00 -L- 4J \F � �7622 CB � + 50.00' RT �E � _ _ �' , s� +z �- o F � i � 0 80 00' RT / h� � � __ I � - 80.00' RT � U-TURN E-� � � 91 00' RT � +72.00 _Y¢ 82.10' RT \ 30.00' RT � � +90.00 -L- BEGIN UA / gg +41.50 -Y4- 50.00' RT & 30.00' RT 77.00' RT % pUE a� �"�� +z �_ e2.� -F- i' � � BECKY L. 8 BENJAMIN M. BED4R0 � -- � PC B PG 282-B � / � � DB 5206 PG 472 � ho �+, -Y¢ ' DUKE ENER50' WIDHE�T OF WAY 30.00' RT pLAT BOOK 6. PAGE 52 7� ---- RETAIN ELMER REECE GIBSON _ _.__ }10.00 -Y4- OB 362 PG 76 �, DETAIL 16-I �21.07' RT / EMBEDDED RIP RAP AT E! � No� �o Swle) 10'min. -Y4- PC StO. ll+12.78 ��'=h �.o-m�� Grode O O O ll1 O� � ^ F w N W J N �w Ww Z N 2 V � � END COHSTRUCTION � I -Y4- POT STA. Il +10.00 / N 43° 32' 38.0" E *.P= of -Y4- PT Sto. 10+8202 -�- �ao /� PROPOSED TRAFFIC SIGNAL /E E / 7,� LROSSROAD$ CHIJRCH DB 6319 PG 84I -Y4- PC 5. 10+50.13 / O CONCRETE SIDEWALK /MEDIAN ,N 47' ll' S3.3" E �� ' NO7E5: �-Y4- POT Stv10+00.00 � SEE SHEET 2B-1 FOR STRUCTURE RECS N �_ � m / SEE SHEET 37 FOR -L- PROFILE / � SEE SHEET 43 FOR -Y4- PROFILE � 6 � �; 0 Q � � Q 0 0 � w � � o / ti W ° � W � Q W 0 ti j 2 � � ~ �� z Y � � N � � Z � O� � � Q > w � o � � I ¢ � �og � 1701 W �UW W W o�Q Q tiz o 2 � W � � � �� + �w �Q �Qoa�w °�o �� ZZ�Zm� ln W QW ��C O vOmW � N _ W�� W j O W w __ �n �n � � Z N 00 O O O O� � _ ¢¢¢¢�s � a I I I I W I � �� O O O O� O NNNN�N \ \ \ \ � \ OOOOg� \\\\°?� ��0� I I I I\ I � 2 2 2 2 O Z O O O O\ O �� jjj I j wwww w ��a� >�»�� Q Q Q Q� Q ��3W� �� O O O O O 0 � a � �i r � � c� � � 0 d � O� ro �o �� ; � / -r5- ' / / Pl Sto I1+59.02 � � = 26' 00' 00.4" (LTJ \ D = IO' 44' S8.8" ^' ��3,08, ` L = 24/.87' /` z�s.,s. " � T = 123.05' � \ R = 533.00' / SE = 04 / V = 40 MPH / E�R � � � �� / / � � __ � � � � Mr� j /� .'.��J��Hos '_�4 `-�� / � c. �, / � O � I J � III � 71 ' � _�.. / � WEDDINGTON OPOT�MIST CLUB �III`, � / �2 I �� CROSSROCDS CHURCH / � EIR ,---� OF WAXHAW �I�', DB 6319 PG 841 /E � . i DB 570 PC 5�9 I I^,' / • � � � � �_ / +37.00 L +75.00 150"[ANE TAPER 94.00' LT 94.00' L + / 0�� N • a p0' O � +1 00 L- �`v � 72.00' LT +43.25 L- +50.00 L- 50.00' LT 64.00' LT � R=30' � / � . .r� s `" . .. I Q �REMOVE � � E E E '� E E E -�E ___ � � � F � p c c - F __-- � d -L- NC 84/ i�oa �B � � wEDD/NGTONif70AD 5 86' 42' /7./" E � � 1\ -��1703� F " - U�P \_--- PUE E �+67 00 -L- � 50.00' RT I END C/A L t 75.00 � / / CB � .. REMOVE � Y\ YJ/7g� � :... . . , ' . _ (' -- --- PliE------=-ptJf-----�-� pliE--- � =p�----�--- F pUE ------1 Q E E E E E E +57.00 -L- � 80.49' RT '° 91.00' RT - . . . . . . . . . . _ . . . . . . -32.00-L- BMte �L J[aTii1N � . �� 8.06' RT . N 459524 E 1487485 � � 'r Or i 12. �1G ' .� _ . . I 7� ELMER REELE G1850N D8 362 PG 76 N 64°26'S5' E S 55°09'02" E 28.13' 25.59' N 5 82°32'33" E 20.82' „ �z sn�44" W N �4°50'3' 20.17" N 88°�� - - _�� 362.�3 � � � �► � 5 69°35'3G' t ss.7r DETAIL 17-A SPECIAL CUT DITCH �Na�m s�aie� � D'i�ch Slope '.'S1"E G�a�nd z.lo D A_\ o ef" i Min. D=1 Ft. 50°9230' 2z.58� FROM -YS- STA. 10 f�20 TO STA. 10+50 LT CB TRAFFIC DIAGRAM ADT 2019 = 316 ADT 2039 �I 396 > 50 200 >100� � 200 23,608 -L- NC 84 32,648 22,160 / -L- NC E 30,960 532� 1� 1,796 692 2,276 �n�> 2,428 } w a 3,068 J � � I II ol I J , REMOVE 0 N REfAIN �� 74 y SOUTHBROOK COMMUNITY LHURCN \ OB 9279 PG 788 ; PC 1c PG 159 -�� RETAIN �;� fi RE7AW �� 1 TO X + L- 64.00' LT B ByI�GUTTER� I �\�F�-E -E CB 'L- E- ROAD � CALYX ■ EN��FE,s � �aNs��rANrs � 6JSOTRVONROAD O�CAR�,NC2)St8 N ho�e:9 -851.1912 CALYXengineerz.rom Q NC License k F-1333 � � � Q Z PROJECT REFERENCE NO. U-3467 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAUUCS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 25BK SOJiHBR00K CNIJRCH �+- c � ��2,`� i r'� / � ' RETAW �� M ''` . .� - � � . __-_ -- -_ L"r e� __ � CH � 1 ��l f� � � + �J ��1 � RETAIN � 3+59.72 � RETAIN �� /+40J7 ��;1 JI �--_ I 87.00 -L- +07.00 -L- -: . II - - - . . 5131'LTd � /51.31'LT & � 68.00' LT � S 8.00' LT F E� E F t F !R .. p-{��E PUE --- --E PUE --- ��i �� \ 150' LANE TAPER .'__ F_'_L"-� _______ ' _ '__ _ � PUE --E-- PUE � �+az oo �- 6200' RT +87.00 -L- +71.00 -L- 88.00' RT 79.00' RT 84.00' RT i +24.00 -L- +Q2.00 -L-. 60 00' RT .F.77 63 -YS- 80.00' RT �� 85.00' RT 45.00' LT 705.00' RT 105.00' RT 73 Q� RICHARD A. PERRY DB 6135 PG 66B REMOVE - ISBKD -� � N �� r �� j n�1► J I �rrvr��caa:+ren.�a:a� � � ��, • 8 �� ri iir,fiiiiiiit••:i ra �a��:� � � �� .lF'1�� . • � ��, �r�cv�w�ra::�e�ma:r� \�.YdsP. fi.i I 1 a9/_11:i i . __ -_- ____._ _. � ; � � �-r5- ri Sra 1 I / I / � � I I ILL I / ! 75 VILLAGE OF WESLEY CHaPEL DB 5498 PG 551 . PC L PG 388 I Y.'rJ fl, JIU. IVTJJJO +35.96 -YS- � i � ' � / � \+477A y5- 45.00' LT +20.00 -YS- �Q % 26.23' lT 45.00' LT oo i O % 37.00 RT N 29' /7' 43.3° E �� SPECIAL CUT DITCH -Y5- POT Sta. 10+00.00 � °2 i SEE DETAIL 17-8 EIP h �4 � �i '� 37.00 RT �� \ � / � Jf1f10 -VS- Q �c _ - 28.78 RT SPEGAL CUT DITCH� � \SEE DETAIL 17-A �(7 1VD C0IYSTRUCTIOIV � 3�eo� 9"� ex. oiicr�i ��` �Q� -1'S- POT STA. 10+20.00 i � � PROPOSED TRAFFIC SIGNAL DETAIL 17-B � � �� -A� �V RErAiN SPECIAL CUT DITCH � o•�/ �(7 E%. DITCH � CONCRETE SIDEWALK /MEDIAN (Na�m s�oie� ¢ @ (V f `�z" v NOTES: °iope SEE SHEET 37 & 38 FOR -L- PROFILE c�o��d J:�� 3f� �e� . p / SEE SHEET 43 FOR -YS- PROFILE M��. o= Ft. � DRIVE RADII 10' UNLESS NOTED OTHERWISE FROM -YS- STA. 10+35.96 TO STA. 11 �F50 RT ', � /� �/�/ PROJECT REFERENCE NO. SHEET NO. � � � C/�+�L I /� U-3467 /8 ' a � Pl Sto 2/3+15.0/ ■ "'� "�°`�""�� WW SHEET NO. ' �' p= l3° 05� O�i.�Z�� (LTJ t�solavoN aono ROADWAY DESIGN HYDRAUUCS ', �2�- D= 2�.30�O7.�Z�� / phoe�.svess��aix ENGINEER ENGINEER �2 �a i \ L= 522.96� o"'Sa LAROLINA DEVELOPMENT SERVILES. LLC. CALYXengineerz.rom T= 262.62 s% OB 3644 PG 197 NC License k F-1333 � �z ;� o ti �� Q� aQ w oti 2ti W J � Q W z � Q Q W W � Q ti � Q ti � �� ~O w g� � � W � � � O� � Q � O � s O oj � Q � U � O Q ¢� ro� �z � O � � O D U � Z d � Q W � �� N JZ� Q w U�JOW � W �z�zo zW�gU O Z W �Q�Q� W W ti W Z g�WW� W Z W � a �QaQ OW O � O � � � U Z J Z W �ZI�Wti �Q�QO �g�sW ��o�� O OOOQ� �� >>>�O OOO�Q �� N N N N \ \ \ \ �� \\\� � i � N O O O O (� V� Vl � > > > > �� Q Q Q Q 3 3 3 3 �� O O O O titititi �� ro a U �i � c� � 0 d � o° ro �o �� ! \ \ \ � � RETAIN \ N f 74 _ _. SOUTHBROOK COMMUNITY CHURCH .,,�� - DB 4274 PG 788 .. \ . PCKPG159 i � RETAIN .. II u - �i ' . . I I � i ¢�� . ,I .�I I" �' I �� ii � I i �L- — �. � \ �,, �,I mII I� �� ,_� � II � RETAIN � U L - /I ( � I I 'o 100E �TOTEX. � � �. � � ,I + 60 00 -L- , I I - - � 1 3 00' LT � � i . . . .. . � � �RETAIN i�70.00-L-�� 122.00' LT CURB & GUTTER 66.00' LT 150' LANE TAPER �� +50.00 -L E t.ao' �i � _____ ___ 1 � . . . E m + I I� + �� - _� _ � - _. .- - I�- _ . i� _- . �- i- _ . i � +28.00 -L- - +55.53 -L- � �� ti�. � �:i�� ilFl� 1 ��i �� s�va �_� � m I 68 0�06 T� REMOVE 1809 56.00' LT � 1813 1802 I � I � � R 30' ../� � BEGIN C/A � E �� i � '�7g6a) -E + �� \ �� F \� � 1811' \ � , -k� �g---�---__ - F____ __ _ „ � � WEDDINGTON ROAD ��s acP-ro �B is eca-ro �B . _� - A��` il _,._.�. DI ,� �5" RCP-IV � � � ��ov� � '1810) 15" RCP-IV 15�, I 's � �� C CB �/ CB -- R = 2.290.00' �- m � SE = 03 `� 6,•�`'05� V = 50 " �"` �� / DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 77 r � 1,�� CAROLINA DEVELOPMENT SERVICES. LLC. )� S 5�yb°j' DB 6284 PC 42 th N / � M O � ti N / � N � o N � + � - O 78 � L4TERAL 5' BASE DITCH N JOYCE 5. PLVLER Cl e RIP RAP 1 SEE DETAIL 19-A � � / DB 317 PG 44I 5 TONS � � / 14 5Y GEOTEXTILE � +10.00 L- / 110 00' LT +�25.56 -L- i ii riion� uiiia i C) +52,39 -L- � 1.98'LT � / +61.00 -L- R 60' ,ss.00� �r +oo.00 _�- , 122 00' LT � +85.50 L- 122.00' LT �� i �1822 _ L_ j '� � � -E" F \ nais; , - -- -. F E � • , C '� __ � - � � � t8 RCp-IV � � CB RC'' � .-r��v —�— � �5 _________________________R 10 J �� 1819 � � C�' � DI l8 3% J P � .. . � ,615" 182a� � 1817 � DI N� •�u RCP IV RCP-IV 15" RCP-IV � g, . �: � \ R=10' 1804 B / -- � �� 808 ________- F -'--__ '_____ - PUE- PUEi _E PLIE�T �_ E- I PUE PUE —�PUE PUE 77.88' RT \ I77 ��' RT�.' \\ +00� _ _ ,'� � 75.� /t �� ! X /„ , / � , . � ✓ . � . . . � . 75 VIILAGE OF WESLEY CHAPEL DB 5498 PG SSI PC L PG 388 W m \ � \ � 3 TYP P �S +71.00 -- 50.00' RT BEGIN +93.74"L_ 75 00' RT +97.00 -L- 95.00' RT +36.50 -L- 122.00' RT + iRON Roo a cAP v� Q�� +35.57 'L� 1ti 6200' LT 5 59 ��9 �., � .. +3800 -L- Typ. 90 00' LT ' 36' 79.35' LT ,6� 90 00' LT i 79 08' LT CL B RIP RAP 1833 3 TONS � ii sr �EOTE�cruE �PpE o / E � � -� ��- o a � e"TY_ _� 1834� � F � F ______-_ 325)---- - _ ROP > 15' R< 18' RCP-IV STRCUTURE 4 8" - - N \ � ,"' 182lL�--- REMOVE REMOVE � _ � F__ __ 16, ______-._,...qC4l0�rAf -,;�.�� y� ��gq _ -- = -1-- -� �i��Ccr�� ► � -' n - _ � -- - -- � � 1827 � � 182 � . �� \'832 � � ' '- . — - -- i ��--___ __ ____ \l8 _ _________ < � .____ _ __ -_ ---- - o _ -- PUE 1839 E_- E� � � -- C , _ DUE �j�,V�' P E +50.00 L- 15" � 862 /� 50 00' RT __ O� � p E LP,TE L'V' DITCH 70 00' RT ��_I A�PDE�700� SEE DETAIL 18-A 82.00' RT , _ // I 105.0�� RT I I 43.00 -L- 55.50' RT L4TERAL 'V' DITCH SEE DETAIL IS-A 'O —_�—______— O � a , N R o. F� > p 1 A � -F — _ — - iasa r � N O, -_" �► _ a„ �;-61 � R p_N Q 1� _ _ ,__- RCP ,1� - N W ��_ _ p N ' i �n J ,� �� , �w W ' W N h-: � � CB Z \\ -`1� g i R�p_N � �18" R� 1859 � /.....; (183i`; I —_--- __e E- c- E _- � � -'' + 0 -L __- � � 50.00' RT 73.33' RT � +03.00 L 83.00' RT " - . �- +95.00 -L 83.00' RT � r�/ ';' ` JOHN DANIE�L PLYLER I DB 378 PG 719 Q � Q Z 76 � JOYLE S.PLYLER DB 317 PG 94I DETAIL 18-A DETAIL 19-A LATERAI 'V' DITCH LATERAL BASE DITCH �no�m s�oiel IHoi�o s<aie� I I— —I � �� b �I NoNral Naiural j I ~ ' Fill Ground 1;� p 1�� ^iF�. Fill Gro��d ?'� � ry, 6= 'S Ff. Slope Siope I e I Min. D=1 Ff. Min. D= 1 Ft. ��•J B=2 Fl. 6=5 Ft. FROM -L- STA.211+50 TO STA. 213+00 RT FROM -L- STA.216+32 TO STA. 218+00 LT; DDE = 120 CY —� —� FROM -L- STA. 213+00 TO STA 213+50 RT 5 gg•p0'55'— — �oo' — O CONCRETE SIDEWALK /MEDIAN NOTES: SEE SHEET 38 FOR -L- PROFILE � 6 � � �v \ ' �ti �� - Qw �� - Z J o� C4R0LIN4 I� � DEVELOPMENT '� Z � SERVICES. LLC. � \ W Z DB 3699 PC I4l W ¢ wQ�w � Q / tiQ Jo \ � �o w z � 77 \ wa Z O CaROLINA DEVELOPMENT Q � SERVICES. LLC. � �. DB o284 PG 42 wro � O W Q N / � Q�� 40 00'�T Yb aj J� 25 14' LT Q�O Q Q �$ +ea.00 v � � Z 40.00' LT °j��2W O � O U W Z Q Z �QQg� O v��ti > U��WI� � �ti z� � W W1�2 � ��Q Q 2 W W � � � W W U � Q Z 2 � �W W�Q¢o O O Q � W til�tig� j W � � � �ZZ � �QQOO ow��Q ��o�o O � O � titiWv � �U »00� OO�Q� I I I �� N N N O O � � � N o O O �� O O O �� 0 0' a 0 �i � � � � � O d � O� ro �o �� ! -Y6- PC Sto. RETAIN /7 -Y6- �5 Pl Sta 11+60.55 Pl Sta 14+34.36 Pl Sta /6+26./7 - p= 40° 23' S2J" (LTI p=/2' S7' 40.0" (RTI �= 0' S2' 47.6" (RTl �= 22° 55' 05.9" D= 7° 09' 43.1" D= 3° 49' 11.0" L=/76.27' L= 180.97' L= 23.04' HAROLD & REBECCA PLYLER T= 9/.98' T= 90.87� %_��.,�j2� 9 DB 6603 PG 505 R= 250.00' R= 800.00' R= 1.500.00' SE = 04 SE = EXIST SE = EXIST 6 V= 50 MPH V= EXIST V= EXIST a6 / �k2� / / END CONSTR -Y6- POC STA 6- N N 4 84 -Yb- 00' RT SPECIAL CUT 2' BASE DITCH SEE DETAIL 19-C O O � N � N W J � I W W W Z N _ V � .d6i�'CE 5. PLYLER � �� -OB 3i7 PC 441 �\+ SPECIAL CUT DITCH \ SEE DETAIL 19 B +44.84 Y6-. so.00 �r ` +78 00 Yb 6` 40 00 LT I 29 78 -L- \\ 103 00' lT V -Y6- PC Sta. 10+68.57 CL 8 RIP RAP -2�Q1_L 3 TONS 1�z.89 �T Q $`LGFf1TFXTIIF�IIE� YUt J �: LATERAL 5 BASE D+Ob.00E-L- � SEE DETAIL 19 A 50.00' LT 785�) �ivni�� 1902 � C REMOVE _ _ PUE -Y6- POT Sto. 10+00.00 -/ - P(1(' C+(, 9/RJ-7Gl7/1 �� : •� � �� i I.. - - �� .� � i�� . . JOYCE S.PLYLER DB ll7 PG 491 II J I DETAIL 19-A LATERAL BASE DITCH DETAIL 19-B �Horio s�ala� SPECIAL CUT DITCH � � No� �o Scole� Graund 2: � I ` prom F 1"R. Fill � � 1 slope Gro�nd 7,-)� ��o s[ Slope I o I Min. D=1 Ft. p I�.I B=2 Ff. b=5 Ff. Min. D=1 Ft. FROM -L- STA.216+30 TO STA.218+00 LT; DDE = 120 CY FROM -Yb- STA.11+00 TO STA. 12+45 LT -L- Pl Sto 2/7+30.88 p = 7° 46' 15.7" (RT) D = 2° 30' 072" L = 3/0.59' T = /55.53' R = 2.290.00' SE = 03 V = 50 MPH ADT 2019 2,644 ADT 2039 ,o M 3,364 �� N 1,780 864 2,180 �I �1,184 -L- ` -L- 23,608 NC 84 22,692 32,648 WEDDINGTON ROAD 31,652 O N Q � � O a Z � CALYX ■ EN��NEER� �aNs��rANrs 6J50 TRVON ROAD CARV, NC 2)St8 pho�e: 919_851.1912 CALYXengineerz.rom NC Licenze N F-1333 PROJECT REFERENCE NO. U-3467 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAUUCS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED E E�. r. G:�. -�- 96 E L49m28� $Q - T1nf 7_�_S6_f�P iP�� HAROLD & REBECCA PLYLER �� ' DB 265 PG 839 PC J PC 5 � �� F 40.00' RT � � � - - p� \, �- _ Z� � �� REMOVE � � ISBKD I � � � � � � Z � � �V � / �.,,,�. � � � . � � � +32.57 -L- � �', \ 128 9 LT8 . . 1927 - �� 3� +83J3 -L- ' �il 67.00 LT +50.00 -L- I� 1, R P_� .� ... � I 36'TYP. � 0 C3_ - -+ "' � - � + � 1908 � E � E E- ao -- E- �wR .`-� F c ------------------�-- -'____ _ ____ _____ REMOVE EX. OTCB GRADE TO DRAIN - 36" RCP-III 1913 E- E E �F F _. � -L- NC 84 WEDDINGTON ROAD � .-�-. .. . �-- - F _________ 1912;�� `/ PUE �� POE---- --ftJf- F E E +08.00 -L- 70.00' RT � + 0.00 -L- 82.00' RT WESLEY CHAPEL$FflEE OWNER,LLC. DB 61T7 PG 770 PL L PG 223 IIN 431534'E S 50°01'IO'�� RETAIN � I6.97 � i�,gi� N 88°IS'34" E 67.88' �+l N 88°IS'43' E REfAIN -� „ N184.68' II � C RETAIN 83 \ RETAIN $� II $HAHRA HAGHIGHAT _��=- DB 6191PG 332 RANDY A. & MICHELE 0. KELLEY �� PC L PG 65 . D8 6083 PG 165 ETAIN I PC L PC 65 � � RETAIN RET N i \ i�i' I I I�il� I --- � I o� II � � I i; � � ,�� ti� I � II � � a I rRETAI L/ � 1�,�� - , ' �� ., - � � +540��.�.�,L- 7A oo -L- � RETAINT ,i � r�3. 95.00' LT �\ �� I ��T RETAW � � � � . . +ae.00 -�- � � � / / ne ro � '� � I 52.62' LT TIE TO u � RETAIN �+ � � EX. CU 8 , 67.00' LT EX. NRB II � / RETAIN-, � � � & GUT ER RETAIN 8 GUTTER I 65.00 �- �� /� I +15.00 -L-_ \ REb$[@p�q�D-\ � RETAIN \ / � � I I �RE7 IN ' � 1 � �\�ET IN � �� / � iO3 00'iT � , TIE INTO \AND TIE \ /� � A ` 9200 L +600p.��y + ED6=G \,\�� I�. (1916)/ , 60 00 LT <4� ��I , 62 Qb' Lr ` CB �� INTO .� '62 00' LT � � .�5�' NEW � �\ / �% / o� c.3 \ / 1 f I RETAIN sc.ti� \\ CB � '�_E `� 79 OQ�F\ \�/ ' � S''�\ � � � � REMOVE �. / �1923) 19� � �y�. f I � � 1 % � ' I \ i ��v� �� . / O �� E -� � E -- -Re�6ve-, � F � . �� ` Et -- --�, - E L�-F ` RE I '�- - ' o ICg__�._. - O ` R-95, i tt�� . i i (1921) ._ -_ � - -- -� + �---- - -- -_ 24" RCP-IV CB 24" RCP-IV fR/ �.. -- CB 1918�... 1920� �"/ � - - -_-_- _ / ______ - PUE PUE__F _ _____PUE___ _ ___F__ E E E �� ETi i�` � � CL I RIP RAP (EMBEDDEO) : /. u;' ' 40 TONS - SEE DEfAIL 19-D / y / � 75 SY GEOTFXTILE s ; // � + 4 -L- DUAI 70�00' RT � 34� R�82.00' RT 95.00' RT � � RETAIN DETAIL 19-C DETAIL 19-D SPECIAL CUT BASE DITCH EMBEDDED RIPRAP � Not to scalel � No� �o s�ole� �a� NON�oI NoNral Ground 1.� 1'� Ne< Oikl� Groun Ground � °�� P� Siope �„=� Min. D=1 F. 5 g-z F�_ Geo�ax�lle Chan�IBad �varioble� FROM -L-STA.218+00 TO -Yb-STA.11+00 LT ¢oi�;,,e,= e a�p-aop-xe�ea-� / FROM -Yb- STA.11 I-00 TO STA.12+45 RT ��- � I�- STA.224�i�61 RT � PUE +25.00 -L-/ / 76.D' RT 50.00' RT � RETAIN � RETAIN +51.00 =L-� 80.00' R7 � � S � _ �S / _ � / 29 / Rq� ��No LN� RETAIN `` 84 00 �0 q,°� VILLAGE COMMONS PHASE I, ��C. ��o� DB 3171PG 672 Z PC H PG 162 / 7 O O - ______ p - + R � ` R=30' � � N Q � N d� �w N W I = J � �► � w w w � 2� �,,� ? � 24" RCP 1 �/CB�y i�i � 2 _ H \ Q � � �R 30' REMOVE I � � . ' � RE VE REMOVE �� TIE TO � RETAW � EX CURB I � & GU7TERI (/ / � RETAIN J .� .. r BEGIN RETAINING WALL -L- 229+20.00, 61.5' RT � PAVEMENT REMOVAL 0 CONCRETE SIDEWALK /MEDIAN NOTES: SEE SHEET 38 & 39 FOR -L- PROFILE SEE SHEETS 43 FOR -Y6 PROFILE SEE SHEET 28-7 FOR WALL DETAIL PROJECT REFERENCE NO. SHEET NO. m O ti o� z� � W U �� W Q z� o� �� W �~ �O � W o� �a Q � � Q � O � � Q W � OJ �Um oQ� ��U � OMl O Q � � O W O � Ng� m �Qs � W W Ov � � �� Q �w roo �� m �� tiz W� O�i � WQ Z U� � U20 O � U � � W 2 � OQ � ��2 Q � W Z�� 2 j W ��z g�� QW�� Q�W WW� Q W� O I`Q�W ��O �WO� �2� �2QJ��O�i z��jgti�W U Q��Z��Q � Z � Q � � � � ��gCDW�O �2�� 000�?Q�z W W W Q W J�i ti �� j��WW�Ug >>>O�O�� 0000 oQQ QQQQW��I I I I I� I roN�mOo� OOOO�O NNNNgN \ \ \ \ \ � � � � � � O O O O \\\\�N � � � � � I I I I N I � 2 2 2 2 O 2 O O O O\ O �� > > > I � WWWW W ��2� �>�� QQQQ�Q �3��W3 �� OOOO�O ��ti�ti 2222�5 c�C�C�C?WC? ��0� � � � 0 N a a �i � MATCHLINE -Y7- STA. 26+00.00 SEE SHEET 3� I � -Y7- -L- '' �� I Pl Sta 16+25.57 Pl Sto 239+98.20 �I 'i ��' �� 1 �� aemove �I �= 23° 07' 19.8" (LT I �_ l° 07' 49.1" (RT J �' �' ' D= 4° 05' 33.2" D= 0' l7' 11.3" REfAIN �� REMOVE i -� "' � o 82 +is.00 -v�- ' A W I, L= 564.98' L= 394.56' 50.00' LT ��' I , 9 � ', � .. T 286.39' T 197.28' wes�ev cHaae� " I � i< I/- �,A R= 1.400.00' R= 20,000.00' FEE OWNER, LLC. +00.00=Y7-., � 1 i 2029 +20.00 -Y7- DB 6177 PG 770 65.00' LT j I'i I = _ � zoz , � i s'� � �� -�- ��- bz.oa ar SE 03 SE NC � \I V= 40 MPH V= 50 MPH PC L PC 223 REfAIN �/ I 1 �� \ R-30��Y I 'I �, IRC�-I � `'�\ lo � i �� \\�\ �h.�J I '�� j 1\ R OVE I� RETAIN y \ 1 i �i � 00 -Y7- .� TIE TO EX `` . � � I � i � 51 38' RT CURB 8 GUTTER -__-- -"-' w '' � i i'� d �= 90 00' RT . � 8 SIDEWALK � I/ � _ '� 1 I � 2�7 � +50�._@� (2 4� �n i/ DI iy p� .. 7000'LT�... �/ i b� O S 88°I3'32' W �' \\\ � I~ 5 8920 00" W 223.p' -' � CB � � � � 307.16 � � , ��` o„ ��,P�e, Ex4� �, � CALYX u-346� zo ■ EN�in«+s�con�su��nrv� �yy SHEET NO. 6�soravoNRoaD ROADWAY DESIGN HYDRAULICS Cnav,NC2�sie ENGINEER ENGINEER pFona�. 019_851.1912 CAIVXengineers.com NC Licanse M F-1333 O N � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � cIF S 43°I3'32" W � I RETAIN M � � Z l� +3900 Y7 �� ..��r 1 0 R P- �D CP N I 16.65' +30.00 -Y7- J n 50.00' LT /N I , i ; 2026� . ' R 30'J �1 202 � I 65 00' �RT _ +sl I9 W �� 1' 1»� � 90.00' RT $9 � N �i vi m �'r�: .. 4669 � 2 12' 202 � � 9� MELVILLE & GERITA WAITHE REMOVE� � � DB 4032 PG 406 i $I�Ep PRESBYTERIAN CHURCH SILER PRESBYTERIAN CHURCN � --� 1 � �� 5 I� V -+ +4 QO -Y/-DB 30�PG 705 ' -� PC G PG 535 i��RETAIN RETPJN � i � �Zda� -Y-REMOVE �6.00' RT � J DB 347 PC 550 N � / �rJ . �i , I i � � 1L I � - �' PHARMACY PpRTFOLIO VIDST �'_��' � I� I I m � Pry� DB 6010 PG 775 �� PC L PC 65 I � I �, - � + i _ � � �� u� � �� o �� +90.04 -r�- I � � e�� W I z W 6 m 56.00' Rt IS BK I ii I Q' 2a p� A I . � � ' i I :. FR PRESBYTERIAN �� , i I OO I u I � CHURCH 0 00 -L- O i I � I + � RETAIN RETAM � i I - � i +90.00 _ . sb _ _ _ _ _ _ _ _ . .. _ ... . .. 62.00' LT r 94 � ±zs oo v� � ' � � � 1 i ;� _ 4043 LT ' �I n \\ LL I+6300 I� +2800 YS � I . � 50.00'�T L �OYLE LYN & +�9.99�(Z�� i +�s.00 -�- b�R'se�' �"�lzz " 50 00' LT r;,�� y� I� I '� � i 77 00' RT I ,. -' � � IP �- \ } rt � � A+28 00 Y7- 94.00' LT . PC G PG 535 - RETAIN � ��E �'�1 (Z�O18 I I ` �� % '65 50' RT J � � _ .� i RErniN � i ` 1 zo� � � - -- j _ ' __ , +o�.00 -�- 06' 435" \ � �.� ssas� �r ��X I �i i i irio � ,,_ " � ��s.oa �r � o N 89° . E _ ,� -_ �� z.00� �r� V �i +so 00 �- � E-� E E--__ � � eennove so 00 � / _ . �. I , � � B�LT R=30' -En. . -E-- - I ' \ L ✓/ eennove +saoo i-\+sb.00 1 � � -' ,� F�L F --��E � e=ao - --- --------- -- ------- - _� �E�-E E �GZ�-� - RETAIN R-50-� / ' � > F +2D.OP' L - � REMOVE � � �a � � -- - �f _F_ cE-- �_ ,�. � a, - - � -- -�z_no�----F -fF- , � ` c ; � �_- - �a i6 -� I zosd � / ss6 f \ � /� � ' � _ � - ________G R-22_� �� / �`REPAIN 7 �o ' � � __ � � � i oiii �� _ , � C� ; � R ------- ------ - --- � -- . , R-67' . , . � - - _- / , � _ O .} \ � - (200� . ._ . � - . _ - _ - - _ _ � � _ t CB � _ o � ao�� RCP-iv < - = NC 84� _ - �\� � � Ne '� zoa ��''- � v M P I� � � . � � � ^ .� ��.' ___ _ --� .. �' N� _ , .. p RE OVE � i � 9 �2034� N � � N � W i, zooi� WEDDfNGTON Fi'6r4EJ _/�\ �"� _ _b, �uRs `UTTER N W � y W N _ ^ � � .. . - iV 1'�" CURB & GUTTER � ^ 9 q_ � � N tn _ - � _ / �... ... " I w � w . � � ~ � ...-. �-\ Q 2032�, . 2035 < � .� � � 2006 2031� �� . '.j6" RCP�V ' „ _ � Z N Z N - � � . . � \ 15" RCP-IV - � - �Ai M4„ _ . - _ _ � CB TC P W�- 24" RCP-IV ��I CB � Nall / _____ t��, __ C � �_______________________ 1 � � � 24" RCP-IV � � � V � R=60' R 50'� � F w � E::.,r.� -✓v � F ___yie�- � W -_- _ B___t i F V r � c� � � -- � ` �� ... . PUE PUE - � - PUE �kl�--- ' . �� PUE - F PUE ��',� - P / PUE . .- PUE / > - � � W 44 00 L 3604. '... ._' \ '�'� \ � E � � E E ,,- % � .. �' . . ��` / +95 4� � i � � ' �� . � 6800' RT L � I', +00. 2 -L- 76.00 RT R-45 / � � � R N�� 65.00' RT �..." '. 1 D i + � _ �� 0.92 -L- /, \ r.. �+43 00 L 50 00' RT % zoov Y7 POT Sto.2l+3/.08 � c� , e;� � � F�, �PUE PU�" 1 1 5 R S� �� `\ \ Ci 31 00 L ... . . L 47.00 L- 50 00' RT 1 5� L� /.� n 6�'� 72.69 RT PUE - h �i7 TIE TO EXISTING WALL � + �8 �li �� _ - \'0_00' RT IRON �.OG 68.00' RT ' I \ TIE TO EX. SIDEWALK 68.00' Ri L� k � �P � � I20 � � / \ 68.00 RT � � -L- Q � Y7 20 i 12 38 52 37 LT v� END RETAINING WALL � � - � i . ' �' �� ' I � " �� - - Sto 233 /7J9 �� r+ �oo - +ao oa � _____ . , � . . / E T.00' RT �-I 25.00 L RETAIN - � � � p07 � I I I � ��.. L + P!:.P IRO � RJ ) 63 00' RT / �URB 8 GUTTER RETAIN � , +14.0 -Y7- I TI O EX. 101AO RT . +6505 L �� Il�lj �I � I \ 68.00'RT � � & 'A° +4�. -L- � ! i 82 00' RT � / � I i� I NE�'l RETAIN � . R� +46 00 ,�,� +30 00 Y7 ,� y� I I �� I \F�8'Q� � 68.00' RT T1SIDFWA KJ I II i� � s�.00� ar sa.so� �r ,id LLi i oi (zd�s� � �i .� �ii � ea.00� er - �� I I 93 � REfAIN � g6 14.94 YZ_ LL� � I I� I I I . . . .. � &7 'J 43.00' LT I � �q� �2' �2' 12' �� I B5T PA I - � VILLACE COMMONS OL \ 1� I �2,� I y�..-J- � � � � VILLAGE COMMON$ BRANCH II LLC. � = i��Q00� x I t �I I � BRANCH II, LLC. N � i DB 5703 �'C 596 � \'� i� I I +25.00 -Y - _ DB 5T03 PG 596 � / Ili Ch u 1� . � / I ��010 � - PC J PG 594 � � � `--- I B .I I - +25.00 -Y7- /- W Iv� � RETAIN -i, PC J PC 599 - ±ZO 00 -Y7 _ Z i 2�ppg�� I D�� i I 65.00' RT � � O 92 84�43427^ � 27.00' LT 5' v / � 1- RETAIN �_, N E � � � \ /w i 45.67 2463 �ILLAGE COMMONS BRANLH II,LLC. REfAIN / g I RC I \I I� � 00 DB 5703 PG 5% .____ � RETAIN � � O �ip Zy12)I I 84.00' RT 5 e6°23'I6" -�� PL J PC 594 RETAIN ,i --� . / -�� N 89 43'13 W N . EIR BENT °32'r6 � VILLAGE COMMONS `�I �j CB I 1 ��J ' �� 13' EIR BENT 2011 I I MAG MAG E O.I6' g 5� REM VE � _�o ' _� {- , wil I NAI � • -n°38 ....=:�,� 09 -°' OUTP4RCEL. LLC. 1y� Y �� I I I I I I NAIL NAIL MAG S�Sa' Mp5 O I N '� �PC3H PG 16295 Y �? \ i I zl S 0025'2 "W NAIL � . . + _ __ L 118,�' (n -- �' ' i I i r 3936' mpT 19+04.16 0 ; �-Y7- St0 �� ,��i �� >p oi��I � i� i a o'� �� -�- s oo°za o�� w N aa� zs °. E s ei4a 3si e h RETAW z RETAIN � � +04.16 -Y7� I � . I n \\I ' � �I 0 9.97' � � REI OVE a J J RETAIN �� R a3.00' LT i � I �� i2614�y J I I ,, \� '. I ZI o�` �o I `RETAIN R �'� �\ ' I � I� I U I gll 5 ^ +26 00 � � � � sz oo� ��zoisw i p I� � i I - � `� E�% +07.00 -Y7- I �� I� � I` � � +25 0 >c- +93 00 -Y7- RETAIN � 48 00' LT �' �-: �' �' p� � 2 i __ _. '� 48.50' RT 79 00' RT � +25 00 1' Q �1 25 00 I �` �0' RT VILLAGE COMMONS BRANCH 11, LLC. I\\ +99 p0 Y7 � � � 15' � Q � �8 5703 PC 596 �\��0.00 LT� � a��i RC I ? y i 56y S C3 E PC J PG 594 RETAIN --�- --\� " II� I qp � 36 � N 88°I2'37".- t ' I I�j I� \ �� uF �� +73.00 -Y7- NAI�- ��qp, � I I�� ,, , � 78.00' RT w �I � � �. ,-�� 104.00' RT li � REM-OV +d1.00 Y7 � I I Q �i y� TIE TiBD.VEIXOD' 66.00' LT � I I^¢ I� � C RB &�&UYT�&R g4°39�38 E ' TIE 7\ � I I I �� al 0 E�i�IDEVJALK 5 45 625003 � i E13.Sq� � Z 8,4 �� CURB & GUTTER '�� MAG� \ � _/I-' I �' / I . 1 I , VILLAGE COMMONS PHaSE I 27.00 -Y7/ � Y I�1��6� � �� I NAIL � .LLL. �_- �I DB 317iPC 672 47.00'LT R=qp��- I / �� PC H PG 162 1 �R=35 I ��j-��T 15 00 -Y7_ 2015 � � �p �� I I � � 56.50' RT &8 �� RETAIN I i _ � i-�_--� wEAEr uNiOrv. �LC. n � 1 j I �-T- I i DB 4384 PG 646 -' ,� i i y�' i � PC J PG 594 f�� EXISTING TRAFFIC SIGNAL i �y � W .�3�9ooRTr� �CONCRETE SIDEWALK /MEDIAN `' I � �� OPAVED SHOULDER ia l ' I �� '� ' I � i MA7CHLINE Y7_ _'� � °' R�'41N STA, 16+50.00 NOTES: SEE SHEET z9 ` SEE SHEETS 39 FOR -L- PROFILE SEE SHEET 44 FOR -Y7- PROFILE SEE SHEET 26-7 FOR WALL DETAIL ', � PROJECT REFERENCE NO. SHEET NO. �� RETAIN � py�qg W /� �/�/ '' � � �d �` s o �s 6i o�� /`1� I/� U-3467 2/ ', a � ' Sti � 9 pz � -YS- -L- ■ En��.n��eis � coNsu� nNr �+/ SHEET NO. �'ti �9/`��-: / �ssd' l��.SfO 14+4/.3/ PlSto 25/+68.90 5�solavoNaono ROADWAY DESIGN HYDRAUUCS �" m/ `` ��/ �- 24� �9� 2�.J�� LTi p= 3/° 34' 35.2" (LTJ CnRr, NC 2>Sie ENGINEER ENGINEER MICHAEL D PUTN4M 3 �� pho�e:viv_851.�9�2 \ ROBIN N PUTNAM / �54`' D= 30° 58' 14.5" D= 2° 30' 07.2" �A�rxe�g��ee,� �om �B 3716 PG 29 L= 78.00' L= 1,262.05' � � � PC G FILE 535 /3 T- Zn.Gn T- 647.Go NC License M F1333 I ✓JJ✓ I J z o � titi �, � RETAIN R= 185.00' R= 2,290.00' w Y� � , o p , z � ��~ � �a � SE = 03 � - ROBERi JKARDOS �/�� SE = EXIST ' W ti g � I(ELSEY J KARDOS . �RETAIN j� �, V= EXIST V= 50 MPH �', W W l� DB 6668 PG 233 RETAIN e. � / , � PC G FILE 535 0�e � I � W W ��, � � � �' � . . , / o �'s a O � W �n - // o_ �, � N �� 2 W� y0� �� / ROGER W SHERRILL JR � `r I o� Q - �� ti5 .� KnrHeaiNe c sNeeaa� � Q DOCUMENT NOT CONSIDERED FINAL I I� � z �� 5° DB 68niaC 227 �,� � � UNLESS ALL SIGNATURES COMPLETED ', j � � j�5,�0" F' \ / '� ` . PC G FILE 535 / \ � � ' ��O ss k`L�J6 �6 �`5 � N °o 5 '� U Z� � PO-( ?2� 9,F 1 �'� �� S .. REfAIN� Z ', �� W y a �k"(9 7 2 I -YB- PC Sto. 14+0/J2 I I �� Sto�o 10 �' g o� P ° Kei�� e euRNEr1E �o.ao -vs- �rie 10 ex. END CONSTRUCTION �� ti W Q �� i8/ � wSAMANTHA A Bl1RNETTE 2484' LT-� � � CURB & GUTTER � DB 9013 PG 8�5 31.00' LT � / � a6°l0'oe' w -Y$- p�i STfi. i,3t/{�.�� ', Q O Q PC G FILE 535 � � I �`��a9� I w W � E N 8 ADIUST � TIE �O EX � m �� S 88°07'10" W P V s E 180.42 �\��SID WALK / � � N - O I� RETAI ', O O J� X 162.49' 20' s�E ' G F.�E 3s S 88`29�q5 E_. --__ _�h j'. �I --- �� +40 00 -YB- O _ , � � W - - � 25.16' RT � � � U �ri � i. -4� �°O�OR N �� U¢� REPLACE & ADJUST � yJLt, �� I vi d^ "' � ' � �y Z� SERGIO DIMILHINO Ln 98 +00.00 -Y828.�o LL� "2 02 ��T�T_ �0 �ORT-YB- � J SUSAN E DIMICHINO 2 4. 8 � � T �� . I Z W � �B 6695 PG 50 � - O 2a'as j I aaoxi �vc N F��E zs� . ' � Q N N KURIAN P GEORGE �'y' �1 ' p�E �� J �� Q o O I� U o JESSY GEORGE REMOVE � � I i B � Exis"K� Po�o 1 O Z� PC C FILE 535 °1_ DB 3993 PG 638 I I / �. I � oo z�� g4 95 � Pc c Fae sss �� I j � Z��9 -y8- POT Sto. 10+00.00 �y W W pOYLE LYN g KEITH G. & PATRICIA � ➢ 2�48 � LINDENWOOD HOMEOWNERS � l � 'i p�j Ol � Vl Z / pRIANN 5HEL TON A. Wp0pARp N . . . \ I V � I I� IK I� -L- POC SfO.2�{7i' F.3.O I ��( OB �9111 PGN988 EA � QU C� PC H FILE 25 Zp Q ' O ' � W Q O bB 3881 PC 322 DB 3881 PG 297 y' . I I� i TIE / o � 'y ' d� i„� � L�J PC C PC 535 PC G PC 535 � � W \ I �I 3 l7 � W CL B RIP RAP . NE � �i m � Q I� � Ch � I QI \ I� i � TO EX. 2 TONS � . `5p� �A� � O�\ ¢ .. s s � c, F ri� .. _ I LL �SIDEWALK 7 SY UE .. / �+ tJ+Ztt� � W � Z � � \ � O W �� . . .9� o„ � __ .- e i"IG„i. W W � OO n.� u . GEOTEXTILE / � � iz.00�T � e ��%�� 21p2 d� �� \l w j 2 Je WNW~4��11 ' C S +� / Q z __ 0 I O Q � ¢ � � � � � . � � i re.ej � � �� p� �� ( � � 30 ooil-Y.� . . +as oo � � � .. ; , = : 3 `r�� i1+'Y _ _ \ I i i QI � / ' N W� Z `<� � - � IiV I, +50 00 -YB- ' . 54 55 LT V 2117 � � > 2 L' O Q Z "`� g7 � I. 51.00' RT +.00 �- .,r�G� d �. � �, � O Q � Q W � � z ' � /� J MARCO E DUOUE i I �I I� I ��LL N RETAIN / _ � - - - - Sf -/ - 45.00' LT � . �V �� o �a�� , � � pNDY Y M ROSA I � +02.48 - � (�, �� S ' Z I� W Q j �� \ v�` ) "' DB 6672 PC 3t3 +OZ00 -Y8- I I I � I �1 ��i� 44.00' 140 +73_00 �- � Q\% �B 2\0 .�/ X � WOZU, Z� . I _ ' %V � o PC G HLESSS 30.00'LT � j � I�I 1 R �,�' -�� g W Q Q I� '� � \ I � I I � . 8i00' lT - E�� F P� � , / O o D � ¢ � Q . _ . .�, ➢ o �` I i I i I�,o � 79.00' L7 nrn. \� � � . / / �p � W . . N � I I � +25.00 L �E/ 45.00' LT - _� � / O W� �� a w .. � m N OI'4�'�6 N 44.00' LT \.. 13 I j 81.76' �j+3b 40 -I�- -E 2115 \V � �� / - ------------ �, , � fj - . �- , � � o � � � +�zLa= � w oo ns9��r �,, � _ e � �5'e�e ,�E � as.00 ir Qs oo �r __ E- -" W�� +89.00 -l- 2750 ��6.53 ,. 4 76 00 LT g � --� ��'`.� D� '�� W � +3A 0 L - � I �¢ > O > LINDENWOOD HOMEOWNERS ` � � � � ti W o Q 45SOCIATION iNc 39.74� �' ��"2i3 s� ao �r nE E- --- / �»� . �/ i � � DB 1613 PG 820 REMOVE I " �t ,� +6400 -L � �C F ,--�-- / An� ' �1� �' i r' �� I� W O PC G FILE 535 � AD - .'- i - � �� E� � �l \ __ � � 25.oa' ' 2110 W ,V � � / �� J 2 � � � � I 21.41 L- - -� ��GQ��3` � � .. � , E __ + F -_O_� � D � �� R i/ -__ �- / � o �� so.00- �r _�-- E _-- W E p N � v� F ,? -�pN ti� _ _ �z�z � --- �� F «,I - � o. � � I I �� N e z��r � E _:`� Czto R L �� ; NC 84 oi � ;,��/ � �,�� wooa o zisi _ E � � n�� ziza ��,; �, , � � � , ' w _ _ ZTIS �pE . _ B P ' L' I� Q Q W O - _-.a�n r.,rF .sn .a � � / 2130 C -�'" , � � __- �� STRUCfIIRE 1 8' / � �� / �� O 0 15" RCP-IV- F' C � � I / � � � - IV FJ .2111i - � , 1 O ' _ __ _,ct's.,i_ �� \ �� -� � I -� CB � U. / � � z �c z m o v� � --'� _ _ - -_ , � -- - - is^ Rcr �U � . , ;� = /E 104 � � � - � . _ _ �OWQ�Q + _ �� ,y � � -(2T�q�� CB _ _ Zl + w w � � c� � � o � ~ .- -�`, NC 84 WEDD GTON RO 42 �� -- � � _ -- - � -- ,s - " xn4 _ - ��es oo - - e�ac ees - , ,� r� � n RGP�� ' I I�� KSTONE HOMEOwN V1V1�JJJ QF �,is, ____-__ �RCPIV, ,. �,J�B RCPIV-��_ , � lO1,LF I \ \ __ _ n DI112�'��J �_-- - � - ' _-- ____ �v,� \. ,. � � +6700 L ASSOCIaT10N �i O N _ / i �� < Q _ � � � � , RT DB 4981 PG 442 �� ti � � � - �_� �MOU� � � � ' A � I � - R 45' � PC F FiLE 969-966 F I \ � PC H FILE 688-690 � NU�' CURB & GUTTER . � . '�_ -Z � ¢¢g�� I ��,� ., REMOVE �,�„GUR 8 Fo� TER DI 2131 I � ... P��r- 225 ��E \\ �� W W W ' ,ly i � � is Rca-iv - _ _ � � U �� -� ° - +es oa � � O O Q Q Q � N ,� REMOVE �' > p I� V I ^5 J ti�og}-_ F �«.6� I L � 92 00' RT S 88°203� W »Q�� \I / I � // / �f--- C - \ - \ DI G I � I I I I �� 2122/ - \ D � � 4 , ��` CU BO& EGUTTER 05.80 �i � �J �O W � - r- _ ..� v � � - ' ..'..� � ' D' � �E / I h . __` � � �' � ' \ +7200 L $ � `'� � Z N ~CB � 48 LF �2126 ]5,• 21 7� � DI � � 2107 _ � 000 < _ _ _ _ � v �� NNN =, - � \ i � � c�. F � +e2.00 �- R�� V A A I � i �' .. i . i 85.00' RT � \� . I O O C V F � �' - _ � � �5 �f'�� 73.00' RT ' \ � �� \ H �\ ` �b �REMOVE � __` � '2106 � +76.00 -L- .I I � � A A N Q � o DI C / R� � �' � +65.00 -L- +36.00 -L- �45.00' RT � � � � E �) � � � 45.00' RT 65.00' RT RETAIN �� TIE TO EK.w PUE � � �` � PU\ REP�PUEMOVE �1j�L � � C �' �� 92.00'RT � REfAIN RETAIN � I I I SIDEWALK �- TIE TO EX. +05. 0 L-� � 21 dT-! _ 32'REqAOVE - ��, f � +2670 -L- +90.00 -L- I I �'' �'��' � B57 � �� ..� P \2124� SIDEWALK w8.0 ' RT V L i 21� \, �. _ I _I -- / j10 0�0 RRT 65 00' RT � 88.00' RT � � �. i 5000 RT E_ CB � I .. ��` � O O O P � � �� 2105 v�E +77.00 -L- 78.00' RT . � I � _, , 2123> - - = T� � � �� ` ; . {.�2 00 1 � / ( O / � � � CURB & GUTTE I � _ . , / i � � � � \ I I � I -a.�� +72f1fl _ 90.00' RT � � 2134 �(I � � -1� REMOVE +50 0 L \�! .'� ��> 9 REyAIN I I L�', � RETAIN50.00' RT- � � � ^� � Qi 10815' RT mI I � � � \ I I . � � (� 113.00' RT '" i � ¢ Q Q \ -� o v�BRANCHCOMMONs RETAIN 97 650' RT L- OVE��-L4 I� � i I-, . 'i �� VILLAG�ONS \ 42�� I I , +14.00 -L- - �B 1294 PC 61B ... V,� Q� �l � � LL z 04 -Yg POT Sta. /3+75.35 � I �� . BRANCH II, LLC. '; 50.00' RT �' MG� PC L PG 908 � Q `. 2�35 � i Qg N I � � DB 5703 PG 596 � I RCP IV I � 6 8. 0 0' R T N A I L � +15 00 -Y9- I i -L POC Sta.247+47.07 I �� O O O PC J PG 594 �rt I� . ,�15 00 -Y9- �-I . �_= PROPOSEDI�lSE�00 �-� I �OVE44 LF VILLAGEDB 5 035PCR596H �� F 00' T �� 1 7_ 95.00'RT 3 TIE EX. 3068.00' RT o EM 88.00' RT �' 84 iv�34 _ 1 I� I� I� '\ L82.09 � I I� �- �E-_- ti .. so oo� Rr � I 99 . ��c. �-. � �e �- I r` � �� 103 c� c� c� f t- � - PC J PG 594 � � � �EMOVE ' � � � I �� TIE TO EX.� I �, \ E _ � �� 88 00' RT +75.00 -Y - 'IO� / ' `-RETAIN � CURB 8 GUTTER ' ' � EIR j � � � -��0.52 35.00' RT � � EN / � �- � I �i � w ��.69' VILLAGE COMMONS ', S 89°32'I6 E � '�j� � / \�� \ PLUG & FILL W/ �LL BRANCH IILLC VILLAGE OF �� i90.i6� � I y 2136� F /� FLOWABLE FILL - '� \I -' � AAA/�� I I I i �2103) DB 3279 PG 3T0 ', RETAW n �� I� I PC L FiLE 908 I I �/ wESLEY CHAPEL '� � �� `P�n \ir 70�00'�LT Y� / i/ III �� j � I � �'_ OC I424'W_. I DP 208FIPC 679 ', � '.� � _, � +75.00 -Y9- J II �p I 2�3.Z4r / C 0 LE 385 I , m m , -p 1 � RETAIN � „ 58.00' �T REMOVE /� I i � I+ I / ., �_,,,.�� I � ELEVATION 627,53 / � II 0/' �> � / �p �� Ni .i7] T49 00 Y9-/ I, I _ , s � e i a9z�4e aaso� u � � I I � ��TION 256�31.8@ � REfAIN I� I � O 3 'i Q 'LT ON FH 53 R.'GNT J � � ll I I W ti =`/ �� I� �� r� D I �P i � 1 ,.�.. .... .� � I I Z� A w �� _,._ ---_ _ .., . __- � T �„�� +50.00 -Y9- i � VILLAGE COMMONS BRANCH II, LLC. \ . 40.00' RT DB 5703 PC 596 ow / � � PC J PC 594 �s\\\\$�� - I� I� RETAIN & ADIUST � � I I � � � REfAIN I y I � � -Y9- POT Sto. 10+00.00 +w.00 -v9- - , \ �CONCRETE SIDEWALK /MEDIAN �� d Q� 27.00' LT �'�.-� I -TIE TO EX. / � � CURB & GUTTER � N as�sazv� w RerniH � - BEGIN CONSTRUCTION NOTES: �I � ro zsqsa� SEE SHEET 39 & 40 FOR -L- PROFILE '�, �� -�� -Y9- POT ST.9. ]0+60.00 SEE SHEET 45 FOR -Y8- PROFILE � �� . , N� � SEE SHEET 45 FOR -Y9- PROFILE � - __ _ __ _ _ _ _ __ _ _ __ __ __ _ _ __ _ _ _ _ __ _ _ __ __ __ _ _ __ _ _ _ __ __ ', � PROJECT REFERENCE NO. SHEET NO. �, � -r�- -rio- � CALYX� u-346� z9 ' � Pl Sta 11+82.08 Pl Sta l2+18.04 Pl Sto /6+25.57 Pl Sta 12+59.06 Pl Sto ll+16.37 ■ E"°'"EER� `°"�°"""�� WW SHEET NO. ', 0= 0° 32' S3.0° �LTJ p= 0' 5Y 56.5' �RTJ p= 23' 07' 19.8" �LTJ p= 30° 2/' 09.9" �LTJ �= 2/' 28' 54.7" (LTJ 6�5o.R�oN ROAo ROADWAV DESIGN HYDRAUUCS ', D= 5' 43' 46.5" D= 5° 43' 46.5" D= 4° 05' 33.2" D= 22° 55' 05.9" D= 22' 55' 05.9" �"R', "` z'S,8 ENGINEER ENGINEER ho�e: 919_851.1912 ', L= 9.57' L= l5.1/' L= 564.98' L= 132.44' L= 93.73' �^�rxe^9�^ePfSCOm T= 4.78' T= 7.55' T= 286.39' T= 67.8/' T= 47.42' N��=e�•e«F-,333 ', R= 1,000.00' R= 1,000.00' R= 1,400.00' R= 250.00' R= 250.00' ' SE = EXIST SE = EXIST SE = 03 �'� �o V= EXIST V= EXIST V= 40 MPH ��,�� g , 'a�P Z O N � I I I � I I o� � m N a 0 � � � � � i 0 � � O� ro �o �� +56.0 85.00' +86.66 -Y7- +25.00 -Y7- 50.00' LT 40.00' LT +36.00 26.79' LT 50.00' I +00.00 -Y - � 27.27' LT +29.� SPECIAL CUT V DIT H 25.9c SEE DETAIL 29 A �-- E � -�sr=six� - I �E 108 THE PLYLER FAMILY,LLL. �B 4369 PG 488 O O � N p � � � � + 0 0 ; o �n ° � � � U � � o i � � �� I I TIE TO EX. CURB & � GUTTER -Y7- SR 1008 WAXHAW-lNDIAN TRAIL . � 109 ��- ---- a WESLEY OAKS HOMEOWNERS ASSOGATIpN, MC. DB 4369 PC 488 - PUE ----�-- PC iPG`268 � � _ BEGIN CONSTRUCTION \+0000 -n- -Y7- AOT STA. II+ZS.00 Z9.$z RT � �► u b�zra�,w 4 i.25" JI`v /, '_ _ _ � ' ��RA & STELLA EDELBLUM DB 577IPG 578 � PC IPG 268 4" N p359,23. �no.oz �N /5° 99' 2/. . �. . ;-�T- -.. _ .. , 3E�S/ F 145I 414 � �T[�T70N 5 (�m.P�m 84 VILLAGE COMMONS PHASE I,LLL. �B 317I PG 672 PCHPG162 C � � M � -Y10- POT Sta. IO+OG o S 58' 00' 29.7" E � v BEGIN CONSTRUCTION � -YIO- POT STA. 10+37.00 I .i.�onn _nn_ 1'-b" CURB 8 GUT TIE TO EX. � CURB & GUTTER �� • `, . � �~ � � �. 'II7�9 _ �� ,� PUE --- � � TIE TO E . SIDEWALK �puE� o \� +57 00 -Y7-o N° � 75.00' RT ��, 98.00' RT ��+3600 -Y7- -%��- � )3.00' RT � 99.00' RT Y7- P � iia- P( 110 1LL TARGET CORPORATION -`��O- � DB 4996 PG 701 137.00' LT - - I -q, � __' / 170.00 Y10. =� , `� � 8.50'RT =6,�___>,l-_� �u. + 2. -Yl W I� __ - /.jk _ > _ � / ni 26.50' RT R-4��' � • - � I �!i 76' �� I +20.00 -Y7- � / �� ---- 65.00' LT R_ 2903 F / � .� I,_.. I +39.18E-Y7-.. � .,, �/ y 9-IlQ --- � ___ --". ' ys� R=O120'� � 1 � 2984- � \ 290?� n \ CB � i / IC. SIDE /- Le \J - _.� , " i k= nE ro Ex. �CURB & GUTTER +2 ,00 -Y10- ,:; 42.00' LT �RETAIN + 70.00 48.00' LT / F +7Z34 -Yl / 57.00' LT_ _ O O, O + � O 6N N W �Z - r N T - W W � Z �+U = U - .. �2 "MH., ._._______� �.. i z ___- , �, i __ � �� i i � � ' ;', / � i i �. �. � , '' - 1.�909 Q-�d"� _�� Nr, ��G ry9 _ 2 a�� __ ,- ��,..-1P17�- B � _ i V� � �`REfAIN � lE � , I '� RETAIN _Y7- \� �� +5300 7 �� ; C- �� 76.63' R � �� 1 � �� 3�Q-V�P E � �� . Q'� \ �� 48.( .53'RT � `.. F� � .. �+00 .00' RT / � �. . 1 . i �. .. 45.0 a PC J PG 594 y�0- PT Sta. 13f2 � � " ° N 70° 09' 25.7 o N z EN CONSTRUCTION y, + -YI - AOT STA. 13+45. I I i � -Y��- DETAIL 29-A SPECIAL NT DITCH �Norro s�aia� F,om No�urol � A� �e� Slopa Gro�nd 7� p F\o Min. D=1 Ft. FROM -Y7- STA. 11+00 TO STA. 12+10 lT /�/ 111 �FTH THIRD BANK IB 5602 PG 682 PC J PG 594 W TIE TO EX. CURB & GUTTER 00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3.00 -Y10- 00' LT WESLEY UNION, LLC. DB 4384 PG 646 PC J PG 594 88 8. Y10. DO' LT S i4°0�'OI" W 5- 00'LT 4g,6�� S 66°48'32' E � N zszs�o7° E / 6.88' O EX. y.1-�-- 8 GUTTER N 22°19'3�" E 54.65' PAVED SHOULDERS 0 CONCRETE SIDEWALK /MEDIAN NOTES: SEE SHEET 44 FOR -Y7- PROFILE SEE SHEET 46 FOR -Y70- PROFILE � 6 � z O N � W � � O 3 � O ti Z � O W ti � � O Q ro O N � \ O � � W � � Q 3 � 2 � C � � Q � � � � � � 0 � � o° ro �o �� RETAIN � i TIE TO EX. � sioewn�K� � _I � -E O \ i � REMOVE . / � FP O ' F �-_0_yi + ____ ____ � Np .._�_____ Q N IN I N~ w � I w } N J � �� CB � � w w ^?15` RCP-IV � Z N _ � ____' � V - --_ ---___ F � \ i � �e— �.,� � 1+15 00 Y7- j � � 46 00' RT +o +90.00 Y7- �� N � 59.00' R7 R=35'� + -Y - 77.00' RT 90 SILER PRESBYTERIAN CHURLH DB 397 PG 550 1' TIE TO EX. CURB & GUTTER TIE TO EX +62.__ �- RETAW i, 59.00' LT �� TIE TO EX. +70.00 -Y7- CURB & G -55.00' LT �\� � �\ TIE TO EX. �RETAIN SIDEWALK-� � � � 2ETAIN\ -35' I f 1 � � � / E�7nir�LE- E e � i F _— _.-�'--- __% ti2 WESLE� CHAPEI FEE OWNER,LLC. DB 6177 PG 770 PC L PC 223 � __ __ _ \� � '. � nE ro Ex. SIDEWALK � CALYX —Y7— ■ � Pl Sto 30+42.9/ Pl Sto 32+22.44 e�so.R�oN ROAo 0= 29° 05' 54.1" (RTI p= 2° 26' 50.5" fRTJ �^R�, N� z>5,8 ,, D= l0° 25' 02.7" D= 5° 43' 46.5" `�°�e °�9 eee;: �om CALYXe I `N" L= 23/.33' L= 42.7/� NC License q F-1333 6 T= 117.40' T= 2/.36' � R = 550.00' R = 1,000.00' SE = 04 SE = NC V= 50 MPH V= 50 MPH N� +A 20�� / / / I 5 29 �� / / / � SS6F 6S��c 2 � --FE- — +66 00 -Y7- 60 00 RT F 50 OQ -Y7- 7.00' RT as� _� � -90.00 -Y7- 49.85' LT - y.t 95.00' LT � !3--� ry� F, E } � _��I-f�, '�' TAPERI� ,�} _'__ 3009,�K � C 4 UNE HIFT Ri ��E�' ).00 -Y7 - � � i0' RT �' 00 -Y7- .I 80.00 -Y7�� l' RT 40.00' RT +10 00 -Y7-�� 52.00' RT q0.73' RT 70.00' RT 50.00' RT 70.00' RT � 91 THUNH N & NGAM DB 5500 FG 223 S>��39is.,.. PC H PG�23 . O � � X ( � C � � V I � � � �� > e � � � � e � TIE TO EX. CURB & GUTTER � / N l7° l9' S2.3" E -�^i RETAIN �� : �� _ �, �. � I�' , � REfAIN �--' ._ +25.( �� CL B RIP RAP 50.36' 8 TONS 95.00' � b 21 SY GEOTEXTILE t_ TIE ip EX. SIDEWqLK -TI E\ 8 U X CUR6 T7ER E �+2Q 00 -Y7 i 42.00' RT , +20 _Y7-.' -� — 35 ' RT �f / / � / �./ � /.`. END GRADE -Y7- POT STA. 31 +75.00 - END CONSTRUCTION -Y7- POT STA. 32+49.02 � ��0 /r� VILLCCE OF WESLEY CHAPEL � �8 5913 PG 67 ��p. PC L PG 223 ' O Q �� .. . .,....,.�.........�... - _ E'�F.VF1TIOh - . �. �C'4931 E 1497374 �� ...i� F� � ,C �. i. , ��. �AIN � \\ DO � +49.02 -Y7- :: � � \ NaTC � � / 57A0' RT : ISTURB WALL �'6�R. B'NT \ / \ �x �' � E_ti \ ; ,'' � , \ � � �-TIE TO EX. \ $IDEWALK " �� / � \c � 2SBKD q W �Nr �* \ MICHNEL & MONICA NGUYEN EIR � DB 3909 PG 763 PC H PG 23 E,� aENr � \s . 3/6z2'02, W � � PROJECT REFERENCE NO. U-3467 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAUUCS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVED SHOULDERS O CONCRETE SIDEWALK /MEDIAN NOTES: SEE SHEET 44 FOR -Y7- PROFIL