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HomeMy WebLinkAbout20160679 Ver 1_Application_20160708Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Dagnino, Carla S Friday, July 08, 2016 12:14 PM Steve Kichefski (steven.l.kichefski@usace.army.mil); Chapman, Amy marella_buncick@fws.gov; clarence.coleman@fhwa.dot.gov; Cynthia VanDerWiele; Joyner, Drew; Militscher, Chris (militscher.chris@epa.gov); Monte Matthews (Monte.K.Matthews@usace.army.mil); Tony Able (Able.tony@Epa.gov); AI-Ghandour, Majed N; Beam, Patricia; Carpenter, Larry S; Hood, Donna; Koch, Thomas K; Carpenter,Kristi; Chambers, Marla J; Mellor, Colin; NCDOT Service Account - Roadway Design; Staley, Mark K; Wilkins, Ronald B; Morgan, Stephen R; Sanderson, Angela; Cheely, Erin K; Ayscue, Phillip W; Harmon, Beth Permit Application for U-3633, Gaston County Follow up Completed The Permit Application for U-3633 has been posted to the NCDOT website. The electronic copy can be viewed / downloaded at https://connect.ncdot.qov/resources/Environmental/ This email serves as NCDOT's permit application submittal to the NC Division of Water Resources. A hard copy will be provided to the US Army Corp of Engineers. Thank you! Carla Dagnino Western Region Environmental Program Supervisor II Natural Environment Section Project Development and Environmental Analysis NC Department of Transportation 919 707 6110 office cdaqnino(a�ncdot.qov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Trr�nspartation July 8, 2016 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mr. Steve Kichefski NCDOT Coordinator PAT Mc�CRORY Covernor N[CHOLRS J. TENNYSON Ser�etary Subject: Application for Individual Section 404 and Section 401 Water Quality Certification for the proposed widening of NC 273 (South Main Street) from Tuckaseege Road to Highland Street u7 Gaston County, Federal Aid Project No. STP- 273-(1), Division 12, TIP No. U-3633, Debit $570 from WBS 37649.1.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to widen NC 273 (South Main Street) to a multi-lane facility from Tuckaseege Road (at Beatty Drive) to Highland Street (at A&E Drive) in Mount Holly in Gaston County. The project is approximately 1.3 miles in length. Please see the enclosed ENG 4345, Division of Mitigation Services (DMS) mitigation acceptance letter, permit drawing review minutes (4B and 4C), State Historic Preservation Office (HPO) Conclu-rence Form, State Stormwater Management Plan (SMP), permit drawings, and design plans for the above referenced project. Purpose and Need: The purpose of this project is to increase system capacity and improve eff'iciency along NC 273 (South Main Street) for local and regional traffic, thereby improving mobility. NC 273 is the primary north-south facility for local commuters serving the City of Mount Holly from Interstate 85 in east central Gaston County. Traffic volumes are expected to almost double by the design year of 2035 on this segment of NC 273. 20ll traffic volumes along the project ranged from 18,215 to 24,485 vehicles per day (vpd). In the design year 2035, traffic volumes are expected to range from 31,600 to 42,300 vpd. If this segment of NC 273 in Gaston County is not widened, it is expected that traffic volumes on the project will exceed the current capacity of the existing facility by at least 100%. �`�'Nothing Gampa�-es�. State ofNorth Carolina � Departmcnt ofTranspor�ation I PDF,A-Nahual Environment Section 1020 Birch Ridga Drive, 276I0 I 1598 Mail Service Center I Ralcigh, NorCh Carolina 27699-I598 919-707-6000 T 919-212-5785 F Summarv of Jurisdictional Impacts: This project will result in 1,096 linear feet of permanent stream impacts, 23 linear feet of stream bank stabilization, and 0.03 acre (186 linear feet) of temporary stream impacts. There are no wetlands within the project footprint. Summarv of Utility Impacts: There will be no impacts associated with utility relocations for this project. Summarv 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 1,0961inear feet of unavoidable stream impacts (see Table 1). It has been determined that onsite mitigation is not an option for this project. DMS will provide all required mitigation for this project. NEPA DOCUMENT STATUS A Categorical Exclusion (CE) was completed for this project in August 2012. Additional copies will be provided upon request. In compliance with the NEPA/404 Merger Process, Concurrence Points 4B and 4C were reached for U-3633 on May 9, 2012 and September 17, 2014, respectively. ' ' �a1��Y�:l �i -1i1� This project calls for a letting date of January 17, 2017 and a review date of November 29, 2016; however, the let date may advance as additional funding becomes available. INDEPENDENT UTILITY The subject project is in compliance with 23 CFR Part 771.111(� 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 far other reasonably fareseeable transportation improvements. RESOURCE STATUS Waters within the project area are located in the Catawba River Basin (HUC 03050101). There are no Outstanding Resource Waters (ORW), High Quality Waters (HQW), Water Supply Waters (WS-I ar WS-II) within 1.0 mile downstream of the project area. Streams that are impacted by this project include Fites Creek (Index #11-121-(1), Classification WS-IV) and three of its unnamed tributaries. Stream determinations within U-3633 were conducted using the field determination method outlined in the 2010 NCDWR Stream ID Manual. Mr. Steve Lund of the U.S. Army Corps of Engineers (USACE) and Polly Lespinasse of the North Carolina Division of Water Quality (NCDWR) verified the water resources on September 28, 2009. An approved Jurisdictional Determination (JD) was U-3633 Individual Permit Application Page 2 of 7 issued by the USACE on May 4, 2010 (Action ID 2010-0032). An additional intermittent stream (SE) was identified in the field in October 2013. This Section 404 Individual Permit application includes a request for a preliminary JD of the resources included in the U-3633 project area as the previous Approved JD expired in May 2015. 303(d�paired Waters: The Catawba River (located <1.Om downstream) is currently listed on the 2014 Final and 2016 Draft 303(d) list of impaired waters for PCB Fish Tissue Advisory. IMPACTS TO WATERS OF THE U.S. Table 1 summarizes the impacts to jurisdictional water resources for U-3633. Site numbers correspond with the permit (hydraulic) drawings included in this application. The stream ID corresponds to the NRTR. A brief description of each impact site will follow the table. Table 1— U-3633 Stream Im acts Stream Name & Temporary Mitigation Stream Impact Length Z Site Intermittent (I) or Impact Type Impacts Requirement Perennial (P) ' ID (linear feet) (acres) (linear feet) Perm. Fill 15 -- USACE & DWR 1 UT to F���s Creek SE Bank Stabilization -- -- -- Tem Fill -- <0.01 (14') -- Perm. Fill 145* -- USACE & DWR 2 UT to F���s Creek SE Bank Stabilization -- -- -- Tem Fill -- -- -- UT to Fites Creek Perm. Fill 68 -- USACE & DWR 3 �P� SB Bank Stabilization -- -- -- Tem Fill -- 0.01 26' -- UT to Fites Creek Perm. Fill 7 -- USACE & DWR 4 �P� SB Bank Stabilization 10 -- DWR Tem Fill -- <0.01 21' -- Perm. Fill 484 -- USACE & DWR UT to Fites Creek 5 �P� SB Bank Stabilization 13 -- DWR Tem Fill -- <0.01 42') -- Perm. Fill 228 -- USACE & DWR 6 Fites Creek (P) Fites Bank Stabilization -- -- -- Creek Tem . Fill -- 0.02 68' -- Perm. Fill 149 -- USACE UT to Fites Creek 7 �,� SD Bank Stabilization -- -- -- Temp. Fill -- <0.01 15' -- Total Temporary Impacts: -- 0.033 (186') -- Total Perm. Impacts (Perm. Fill + Bank Stabilization): 1,119 -- -- Permanent Impacts Requiring DWR Mitigation: 970 -- -- Permanent Impacts Requiring USACE Mitigation: 1,096 -- -- Total Impacts Requiring Mitigation: 1,096 -- -� 1— All streams are Class WS-IV waters 2— Mitigation for bank stabilization impacts required by DWR — not required by USACE 3— Values are based on rounding, due to some of the individual impacts being <0.01 acre t— Final mitigation requirement will be up to the USACE and DWR *— Of this 145', 43' is stream running through a concrete-lined channel U-3633 Individual Permit Application Page 3 of 7 Permit Site 1: Water from stream SE will be routed into a 36" and then 42" reinforced concrete pipe (RCP) to converge with the pipe carrying SB under Y5. As a result of the rerouting at the inlet end of the 36" pipe, there will be 15 linear feet (1 fl of permanent stream impacts and <0.01 ac (141 fl of temporary stream impacts to SE. Permit Site 2: As a result of the rerouting of SE into a 36" and then 42" RCP, the portion of the channel east of the existing road will no longer be carrying the flow from SE. This permanent dewatering will result in 145 lf of permanent stream impacts to SE (these impacts include 43 lf of SE that currently flows through a concrete-lined channel). Permit Site 3: The 42" RCP currently carrying stream SB under YS will be replaced and realigned with a 54" RCP. This pipe replacement and channel shift will result in 68 lf of permanent stream impacts and 0.01 ac (261 fl of temporary stream impacts to SB. Permit Site 4: The 42" pipe currently carrying stream SB under Y6 will be replaced with a 54" RCP with a headwall. This pipe replacement will result in 71f of permanent stream impacts, 10 lf of stream bank stabilization, and <0.01 ac (21 1� of temporary stream impacts to SB. Permit Site 5: A new 60" corrugated steel pipe (CSP) will be installed to carry stream SB under the new fill slopes resulting from the road widening in this location. This 60" CSP will result in 484 lf of permanent stream impacts, 13 lf of stream bank stabilization and <0.01 ac (42 1 fl of temporary stream impacts to SB. Permit Site 6: The existing triple-barrel reinforced concrete box culvert (RCBC) will be extended on both ends to accommodate the widening of NC 273. This culvert extension will result in 228 lf of permanent stream impacts (94 lf on the inlet side and 134 lf on the outlet side) and 0.02 ac (68 1 fl of temporary stream impacts. Permit Site 7: To accommodate the new roadway slopes resulting from widening NC 273, steam SD will be relocated to the west. This relocation will result in 149 lf of permanent stream impacts and <0.01 ac (15 1� oftemporary stream impacts to SD. MORATORIUM There are no trout waters within the project area and Gaston County is not a designated trout county. Therefore, no moratoria 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 July 24, 2015, the USFWS lists four federally protected species for Gaston County (Table 2). Table 2 — Federally pro Scientific Name Clemmys muhlenbergii Myotis septentrionalis Hexastylis naniflora Helianthus schweinitzii listed for Gaston C Common Name Bog turtle Northern lon�-eared bat Dwarf-flowered heartleaf Schweinitz's sunflower Federal I Habitat Status* Present T S/A No T Yes T Yes E Yes *T(S/A) - Threatened due to similarity of appearance, T— Threatened, E— Endangered Biological Conclusion Not Requirec May Affect No Effect No Effect U-3633 Individual Permit Application Page 4 of 7 Summarv of Species with Habitat: Northern long-eared bat: A memo dated Apri127, 2016 indicating that NCDOT has satisfied the 4(d) requirements for this project with regard to the northern long-eared bat was sent to Marella Buncick (USFWS) on Apri127, 2016. No response was received back from USFWS within 30 days, therefore Section 7 has been satisfied for this species. Dwarf-flowered heartleaf: This species was added to the list for Gaston County in 2015. Walking visual surveys of all areas of potential habitat were conducted by NCDOT biologists on Apri18, 2016. No individuals of this species were identified within the project and there are no known occurrences within 1.0 mile of the project. Schweinitz's sunflower: Surveys of all areas of suitable habitat were conducted in September 2009, September 2011, October 2013 and October 2015 by NCDOT biologists. No individuals of this species were identified within the project area during any of the surveys. There is one known occurrence of Schweinitz's sunflower just over 0.4 mile from the project area. Per e-mail communication with Marella Buncick (USFWS) on July 8, 2014, it was agreed that a No Effect conclusion was appropriate for this species. 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 Assessment (ICE) was completed for this project in August 2010. Copies of this report are available upon request. This report concluded the following: Indirect Assessment: The proposed widening of NC 273 (South Main Street) is not expected to result in indirect land use effects. The proposed widening would be limited to an approximate one-mile portion of NC 273. The project is not expected to substantially reduce average travel times along the corridor. Consequently, the potential for the proposed project to result in a change or increase in the relative attractiveness of the area is low. In addition, the Future Land Use Study Area (FLUSA) does not contain a large amount of developable land, and growth management controls affecting land development in the FLUSA are well established. For these reasons, the project is not expected to indirectly affect land use within the study area. Cumulative Assessment: This project has been evaluated using pre-screening criteria as noted in the NCDOT Guidance for Assessing the Indirect and Cumulative Impacts of Transportation Projects in North Carolina — Volume II: Practitioners Handbook. Based on a review of the Indirect and Cumulative Impact (ICI) Pre- Screening criteria, it is concluded that the widening project is not expected to significantly add, in a cumulative fashion, to effects associated with on-going regional economic growth and development. No major transportation or infrastructure projects have been identiiied in the FLUSA, and the proposed project is not anticipated to yield indirect land use effects. Accordingly, there is little potential for combined projects in the area to create a transportation or land use node, or to affect regional economic growth trends. In conclusion, the project is not expected to result in cumulative impacts. U-3633 Individual Permit Application Page 5 of 7 CULTURAL RESOURCES Section 4(� and Section 6(� Resources: There are no Section 4( fl or Section 6(� properties within the study area. Historic Architectural Resources: The Histaric Preservation Office (HPO) noted there was one district of historical or architectural importance within the general area of the project and recommended further evaluation of this district. A field survey of the Area of Potential Effects (APE) was conducted for the proposed project by an architectural historian and pursuant to Section 106 of the National Historic Preservation Act. All properties within the APE were evaluated for National Register eligibility. The architectural historian concluded that no properties within the project's APE were considered eligible far the National Register of Historic Places. There are no National Register-listed or Study Listed properties within the project's APE. On September 15, 2009, the State Histaric Preservation Office (HPO) concurred that compliance with Section 106 of the National Historic Preservation Act has been completed for this project. Please see attached concurrence form from HPO. Archaeological Resources: The Historic Preservation Office (HPO) noted that there are no known archaeological sites within the proposed project area (correspondence dated 6-17-06) and recommended no additional archaeological investigations. Therefore compliance with Section 106 of the National Preservation Act in regards to archaeological resources is complete and no further action is necessary. 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 incorparating 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 and reduced impacts to streams to the greatest extent practicable. Specific examples of avoidance and minimization measures include: To avoid impacts to existing outfalls, drainage from the proposed roadway is separated from the existing site drainage. Hazardous Spill Basins will be utilized for stormwater discharge entering Fites Creek since it is within 0.5 miles of a Critical Area (CA) and the Catawba River which is a primary water resource. U-3633 Individual Permit Application Page 6 of 7 The extension of the RCBC carrying Fites Creek will be supplemented with a 66" pipe to assist with floodplain conveyance and accommodate the new roadway typical section. Sills and low flow benches will be utilized in the RCBC extension to maintain a low flow channel passing through the center barrel of the culvert. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to receiving streams due to erosion and runoff. Compensation: The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent practicable as described above. Table 1 details the stream impacts and compensatory mitigation requirements for this project. This project will permanently impact 1,119 linear feet of streams (1,096 linear feet of permanent fill and 23 linear feet of bank stabilization), and temporarily impact 0.03 acre of streams. The DMS will provide compensatory mitigation for the 1,096 linear feet of permanent stream impacts resulting from this project (as the USACE does not require mitigation for the small amounts of stream bank stabilization). REGULATORY APPROVALS Section 404: Application is hereby made for a USACE Individual 404 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 2153D(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, _ __ __1 � Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List U-36331ndividz�al Pei�mit Application Page 7 of 7 U.S. ARMY CORPS OF ENGINEERS FormApproved- APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT oMa n►o. o��o-000s 33 CFR 325. The proponent agency is CECW-CO-R. Expires: 30-SEPTEMBER-2015 Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED BYAPPLICAN� 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 919-707-6100 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-3633 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Fites Creek and its unnamed tributaries Address 15. LOCATION OF PROJECT Latitude: �N 35.285005 Longitude: �W -81.023284 City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, DEC 2014 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 7. DIRECTIONS TO THE SITE 'lease 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 widen NC 273 (South Main Street) to a multi-lane facility from Tuckaseege Road (at Beatty Drive) to Highland Street (at A&E Drive) in Mount Holly in Gaston County. The project is approximately 1.3 miles in length. See attached cover letter and permit drawings for more details regarding stream impacts and structures. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The purpose of this project is to increase system capacity and improve efficiency along NC 273 (South Main Street) for local and regional traffic, thereby improving mobility. ' NC 273 is the primary north-south facility for local commuters serving the City of Mount Holly from Interstate 85 in east central Gaston County. Traffc volumes are expected to almost double by the design year of 2035 on this segment of NC 273. 2011 traffic volumes along the project ranged from 18,215 to 24,485 vehicles per day (vpd). In the design year 2035, traffic volumes are expected to range from 31,600 to 42,300 vpd. If this segment of NC 273 in Gaston County is not widened, it is expected that traffic volumes on the project will exceed the current capacity of the existing facility by at least 100%. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Impacts will result from widening the 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. Surtace Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres or Linear Feet See attached cover letter. 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter. ENG FORM 4345, DEC 2014 Page 2 of 3 24. Is Any Portion of the Work Already Complete? ❑Yes QNo IF YES, DESCRIBE THE COMPLETED WORK � 25. Addresses of Adjoining Property Owners, Lessees, EtC., Whose Property Adjoins the Waterbody (if more than can be entered here, p�ease attach a supptementa� �ist). a. Address- See attached permit drawings. City - b. Address- City - c. Address- City - d. Address- State - Zip - State - Zip - State - Zip - City - State - Zip - e. Address- City - State - Zip - I26. List of Other Certificates or ApprovalslDenials 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 zoning, building, and flood plain permits 27. Application is hereby made for permit or permits to authorize the work described in this applicatian. 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. --- __ 07-08'- 20l6 SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE Fb� Pl^� (:� 5. l-%�f r�`f The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a rnaterial 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, DEC 2014 Page 3 of 3 � •. � k �� - � Mitigation Services ENVIRONMENTAL OUAIITY PAT MCCRORY �U,��,,;�, DOIVALD ��. VAN ��ER VAART 5ec,z�ta, � June 14, 2016 Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: U-3633, Widen NC 273 (South Main Street) from Tuskaseegee Road to Highland Street, Gaston County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on June 10, 2016, the impacts are located in CU 03050101 of the Catawba River basin in the Southern Piedmont (SP) Eco-Region, and are as follows: Catawba Stream Wetlands Buffer (Sq. Ft.) 03050101 Non- Coastal Sp Cold Cool Warm Riparian Ri arian Marsh Zone 1 Zone 2 Impacts 0 0 1,096.0 0 0 0 0 0 (feetJacres) *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. DMS commits to implemenring suffcient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. 8420. If you have any questions or need additional information, please contact Beth Harmon at 919-707- Sincerely, Jame. B,�: Stanfill Credit Management Supervisor cc: Mr. Steve Kichefski, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: U-3633 State ofNorth Carolina Environmental Quality Mitigation Services 1652 Mail Service Center I 217 W. Jones Street, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T MINUTES OF INTERAGENCY 4B MEETING FOR PROJECT U-3633, GASTON COUNTY HELD ON 05/09/2012 Team Members: Support Staff: Stephen Morgan Liz Hair Marella Buncick Polly Lespinasse Chris Militscher Michael Batuzich Marla Chambers Carlas Sharpless Karen Gulledge Erin Cheely David Wainwright Dan Grissom Mark Staley Charles Hunt Laura Sutton Amy Simes Herman Edwards Angela Sanderson Wilson Stroud James Swinson Shannon Ransom Carla Dagnino NCDOT Hydraulics Unit (Present) USACE (Present, by phone) USFWS (Present) NCDWQ (Present) EPA (Present, by phone)* FHWA (Present)* NCWRC NCDOT Hydraulics Unit NCDOT Hydraulics Unit PDEA-NES NCDWQ NCDOT — DIVISION 12 REU Structures Structures DENR Roadway PDEA* PDEA* Utilities* Gaston Urban Area MPO* NES NCDOT began the meeting at 2PM (The meeting was originally scheduled to begin at 3PM, but an earlier start was requested. The participants noted with an asterisk (*) joined the meeting at approximately 3:00.) NCDOT gave an overview of the project and discussed the design concept since the November 11, 2011 meeting in which the minimization efforts were discussed for the preferred alternative. At that meeting the impacts were summarized as 960 feet of linear impacts to jurisdictional streams. The current design will have permanent impacts of 865 feet. The project drainage design concept was then discussed sheet by sheet. Sheet 4 No Comments Sheet 5 NCDOT discussed -Y4- Sunset Drive, stating that there would be no impacts to the jurisdictional stream because improvements to the road ended before reaching the stream. NCDOT states that the stream flowing under -Y5- East Catawba Drive is a jurisdictional stream and the same one flowing under -Y4-. It wasn't shown completely on the plans due to limits of the topographic coverage. NCDOT stated that the stream feature flowing under -L- (Station 32+00) through the existing 30" RCP was not jurisdictional on either the inlet or outlet side of the pipe. Division 12 asked for some clarification on the classification of the stream from the outlet to just before -Y5-. WRC and DWQ stated that it was not jurisdictional. NCDOT stated that stream impacts were limited to the area at -Y5-. NCDOT stated that there was significant bank erosion at the outlet of the existing 42" RCP and may include some stream re-alignment in the final plans. DWQ inquired if there was erosion at the outlet of the existing 15" RCP left of —Y5- 18+30 and NCDOT replied that there was erosion. DWQ also asked if the existing 42" was to be extended, NCDOT replied that it (and the existing 36" RCP on the inlet) was to be replaced with a 48" RCP. Division 12 inquired if the drainage from the proposed 18" RCP (from structure 521) was discharging directly into the stream. DWQ states that they prefer no direct discharge and requests alternate design to avoid direct discharge. Division 12 suggests looking into taking the discharge from structure 521 back against grade to the existing 30" RCP. NCDOT replies that they will look into doing this. FWS inquired about the concrete paved ditch at the outlet of the existing 30" RCP and whether it would be retained or removed. NCDOT stated the current plans are to retain the concrete ditch. WRC requested it be removed. FWS inquired about not directly discharging the proposed 18" RCP (structure 522) into the stream and inquired about ditching it along -Y5-. NCDOT stated that they were not in favor of ditching because of the steep terrain and possible maintenance issues, but would investigate. DWQ and WRC inquired about the proposed pipe system along -Y6- Forest Hills Drive and direct discharge into the jurisdictional stream. WRC inquired about other outlets and NCDOT stated that there were really no other options because all other outlets would discharge directly onto the property owner's yards and existing outlets were eroded. NCDOT stated that the City of Mt Holly has received concerns from property owners about more discharge onto their properties (flooding). NCDOT states that because of the very steep terrain, property owner concerns, possible maintenance issues, the best option is to pipe the discharge along -Y6-. USACE inquired whether the system could be shortened and a rip rap lined ditch used or outlet to the Duke Power easement. Division and NCDOT stated that the terrain is quite steep and either of those options may present future maintenance problems. NCDOT also stated that they could investigate the possibility of taking the discharge further down line (-L-) and possibly outlet to the proposed Hazardous Spill Basin. NCDOT also stated that another option might be to have 2 pipe systems — one for offsite drainage, using existing outlets and one for roadway drainage, using the proposed Hazardous Spill Basin as an outlet. WRC inquired about the proximity of the fill slope to the existing pond located left of -L- station 38+00 and if it would be impacted. NCDOT stated that it would not be impacted and the current DI was being replaced. Existing channel impacts to jurisdictional streams (permanent): • -Y5- station 18+41: 62ft (1 @48" RCP) • -Y6- station 13+64: 15ft (1 @48" RCP) Sheet 6 Division inquired about the quantity of water flowing in the jurisdictional stream and if it wasn't a lot, could it be diverted to the proposed Hazardous Spill Basin while the proposed Lateral Base Ditch was constructed. NCDOT and USACE stated this was not an option. NCDOT stated that the stream had a fairly large drainage area and associated discharge. NCDOT noted that the proposed PSH right of -L- station45+00 was mainly for offsite drainage and not in the best location because of the terrain and may require some bank stabilization. NCDOT discussed the two new driveway alignments and associated impacts to the jurisdictional stream. WRC and DWQ inquired as to why there had to be a pipe between the driveways. NCDOT stated that because of the fill slopes associated with the drives and -L- widening, there was not a lot of open area between the drives and a continuous pipe was the best option. The distributed plans showed piping the stream under the drives right of —L- 46+40 to 48+55, and then day-lighting the stream with a realignment from —L- 48+55 to the tie-in at 51+00. There will be no direct discharges to the piped portion of the stream. NCDOT stated that Natural Stream Design (instead of piping) wasn't practicable due to the steepness of the terrain. The proposed realignment option for the jurisdictional stream would require the relocated stream to be very deep. The Division had construction, maintenance, and safety concerns with this option. The team agreed with these concerns and agreed that piping the entire stream in this area would be the best option. DWQ asked for difference in pipe length between the partially piped option and the fully piped option. The fully piped option would require 250' more pipe. NCDOT stated that piping the stream may allow some grass swale treatment along the roadway fill, and any rerouted drainage from sheet 5 could be directed to these swales. Both the fully piped option and the partially piped option would tie in to the existing steam near the existing 48" pipe outlet right of —L- 50+82. Existing channel impacts to jurisdictional stream (permanent): •-L- station 46+00 to 51 +00 Rt: 444ft FWS inquired about the slope of the proposed 60" RCP and suggested a flatter slope and drop boxes to help dissipate energy. WRC expressed concerns of impairment due to the drop boxes. NCDOT stated that there would be minimal drop (i.e. not more than 6"). FWS expressed concern about the outlet of the proposed 60" RCP due to the length/slope of the pipe (erosion). FWS stated that there would not be much opportunity for sediment buildup inside the pipe and the velocity in the pipe would be erosive — effectively "cleaning" out the pipe during storm events. FWS inquired to whether the use of CSP might be an option to hold some sediment within the pipe. NCDOT stated that it could be investigated. NCDOT discussed the existing triple 8ft wide X 12ft high reinforced concrete box culvert and stated that the best option was to replace it instead of extending on both ends (outlet would have required more stream re-alignment). NCDOT stated that the proposed replacement culvert would be a triple 10ft wide X 12ft high reinforced concrete box culvert with appropriate low flow benches. Existing channel impacts to jurisdictional stream (Fites Creek) (permanent): • -L- station 54+12: 159ft (3@10'x12' RCBC) • -L- station 54+12: 80ft (bank stabilization) WRC inquired about the small jurisdictional stream near the inlet and if Natural Stream Design could be incorporated instead of a straight ditch. DWQ and USACE stated that they would prefer something other than the 90 degree tie-in of the proposed stream relocation to Fites Creek. USACE also states that since the other jurisdictional stream is being piped that they prefer this stream to have some Natural Stream Design, if possible. NCDOT stated that it may be possible to do some Natural Stream Design in order to obtain a better bankfull design. NCDOT stated that the existing stream is in a gully and possible has been re-aligned in the past based on the current condition, which includes head-cutting. NCDOT stated that stability is the main priority for the stream. WRC inquired as to the amount of Natural Stream Design. FWS inquired whether the stream was perennial or not. DWQ and WRC stated that it was perennial. DWQ inquired if there were other liner options for the relocated jurisdictional stream than rip rap. NCDOT stated that cross rock vanes could be investigated, but that some sort of protection was needed at the tie-in to Fites Creek. Existing channel impacts to jurisdictional stream (permanent): •-L- station 54+50 to 55+50 Lt: 105ft (stream relocation) NCDOT discussed the Hazardous Spill Basins on either side of Fites Creek on the outlet side of the proposed culvert. There were no comments on HSB's by other members. NCDOT inquired whether a 4C Permit Review meeting would be needed. Consensus from members was yes. Sheet 7, 8, 9, & 10 No Comments Meeting was concluded at 3:15PM MINUTES OF INTERAGENCY PERMIT DRAWING REVIEW MEETING (4C) FOR PROJECT U-3633, GASTON COUNTY HELD ON 09/17/2014 NCDOT STRUCTURE DESIGN CONFERENCE ROOM Team Members Present: Support Staff Present: Stephen Morgan Steve Kichefski Marella Buncick Marla Chambers Alan Johnson Mitch Batuzich Carlas Sharpless Karen Hefner Erin Cheely Laura Sutton Nya Boayue Jason Moore Angela Sanderson Phil Harris Alyson Tamer Carla Dagnino NCDOT Hydraulics Unit USACE USFWS NCWRC DWR FHWA (by phone) NCDOT Hydraulics Unit NCDOT Hydraulics Unit NCDOT PDEA-NES NCDOT Structures Management Unit NCDOT Roadway Design Unit NCDOT Roadway Design Unit NCDOT PDEA NCDOT PDEA-NES NCDOT Roadside Environmental Unit NCDOT PDEA-NES The meeting began at 10am. NCDOT-Hydraulics gave an overview of the project. The purpose of the meeting was to review the permit drawings and discuss changes since the drainage concept (4B) meeting held on May 9, 2012. 2 The 4B meeting minutes and original design package was discussed. Prior to the meeting, a design comparison package was created and placed on the PDEA website to aid the team in reviewing the changes from the 4B plans. Comments from the meeting are listed below. Sheet 4; Permit Sheets 2, 3, 4 Site 1 to be eliminated, not located in Jurisdictional Stream. NCDOT-PDEA stated that the Jurisdictional Stream starts near -Y4-. Sheet 5; Permit Sheets 5, 6, 7 PDEA-NES stated that the stream at Sites 2 and 3 are Jurisdictional per review past summer. Previously at the 4B Meeting, the stream was not considered JS. All Roadway Drainage is now piped to a Hazardous Spill Basin located at approximately Sta. 52+00 Rt. (Sheet 6) and kept separate from the jurisdictional stream. This revision addressed concerns about the roadway drainage being piped to stream crossings on -Y5- and -Y6-. USACE inquired what is being discharged at Site 4. NCDOT-Hydraulics explained all offsite drainage is separated from roadway drainage. At the 4B Meeting, the stream (Site 2) was piped across the road to the same outlet, just a different configuration. USFWS inquired why offsite drainage was included. USACE inquired the need for Structure #545. NCDOT-Hydraulics stated that a separate drainage system is used for all offsite drainage to Site 4. All Roadway drainage is contained in a separate system. NCDOT-Hydraulics stated that Structure #545 is needed to pick up the offsite drainage at this point due to the terrain. USFWS inquired about where stream is jurisdictional. NCDOT-PDEA explained the location of the JS features. NCDOT-Hydraulics discussed the -Y5- crossing and the erosion problems at the outlet of the pipe. NCDOT plans to re-align the pipe and stabilize the stream banks. NCDENR asked how energy would be dissipated through the offsite drainage system that terminates along —Y5-. NCDOT-Hydraulics stated that using a JB to drop the pipe, laying the pipe on a flat grade, and an increase of pipe size from 42" to 54" will help dissipate energy through the system. Sheet 6; Permit Sheets 8, 9, 10, 11, 12 Site 5 NCDOT-Hydraulics discussed the pipe relocation and the elimination of the pipe system on -Y6- at Site 5. 4C plans shows the upgraded pipe crossing at -Y6- only. No comments were made. Site 6 Stream relocation for Site 6 was deemed not feasible due to the steep terrain. An area in this location was identified for a hazardous spill basin (HSB). It was noted that alternative pipe can 3 be used outside roadway fill. It is the decision of the roadway contractor about which material to use. Previously, the team asked about using CSP with ridges to retain bed material. USACE inquired if the 60" would have to be RCP. USFWS suggested that it should be noted that the pipe material should be one which will retain bed material and provide for energy dissipation. NCDOT-Hydraulics stated that alternative pipe was called for on the current plans. NCWRC suggests CSP. NCWRC inquired if stream was intermittent or perennial. NCDOT-PDEA stated that the stream is intermittent between -Y4- and -Y5- and perennial downstream of -Y5-. USACE inquired about the existing pipe sizes of driveway pipes located along the stream. Existing driveway pipes were noted of being 48" in diameter. HSB/Berm is required because Fites Creek is a water supply watershed. Roadway drainage is discharged through the HSB. Site 7 At the 4B Meeting, the plan was to replace the culvert. Due to traffic control issues, it was decided that the culvert could be extended and supplemented with a 66" pipe. USFWS stated there is some confusion about whaYs going on at the culvert site and why there is a need for a separate pipe. USFWS also suggested that if the culvert is replaced, the need for a separate pipe could be eliminated. NCDOT-Structures inquired about any constructability issues with the installation of the 66" pipe, soil consolidation and installation method. NCDOT Construction thinks it will be a Bore/Jack installation. NCDOT-Structures stated adding another barrel is an option if an open cut was to be used for installation. NCDOT-Roadway inquired whether the 66" pipe should be shifted because of constructability concerns. It is suggested shifting the pipe for a distance of 4ft -5ft. NCDOT-Hydraulics may adjust the location of the 66" overFlow pipe slightly upon consultation with Division Construction. NCWRC inquired if the existing stream is using 1 or 2 barrels. The plans look like it is using 2 barrels. NCDOT-Hydraulics stated that since there are no sills in the existing culvert, the stream could be using any barrel, depending on the flow at that time. 66" pipe is in floodplain and is required due to using sills in proposed culvert extensions. USFWS stated that the floodplain benches could not be seen on the plans and that the impacts look to be larger than culvert. NCDOT-Hydraulics stated that the floodplain benches are on the inlet and outlet of the proposed culvert extensions. USACE inquired about the width from TB to TB outside of the influence of the culvert area. USACE stated that a single bench is what appears to have naturally formed at the culvert now. NCWRC inquired about erosion problems on the outlet of the culvert/pipe. USFWS suggested carrying a floodplain bench to beneath 66" pipe to help alleviate any erosion problems during high flows. 4 Site 8: NCWRC requested that the tributary to Fites Creek be relocated so it comes in at less than a 90 degree angle. USFWS stated that the stream ties in at a narrow portion of Fites Creek.NCWRC asked if there was a concern about erosion issues on the opposite side of Fites Creek due to the tributary connection. NCDOT-NES noted that the incoming stream is very small with limited geomorphology. NCDOT-Hydraulics stated stability was not a concern. The tributary has likely been realigned in the past and is not currently causing any erosion concerns. Also the existing tributary ties to Fites Creek at an adverse (greater than 90 degree) angle. With no further comments, the meeting adjourned at 11:15am. f�edcrrrl flid # S`I'P-0273(l) 7:IP # U-3b33 C'�irnty: Gaston C,(3N�: UI2REN�E �'�RM FOR PROPERTIES N01" ELIGI�3L9+ I+�It THE Nfi'I`IONAL REGISTER t.�T HIS'i{?RIC PI.r�.CES Pr�jecr Dc�,scripti�ri: �Widen NC� 273 {South Mai.n Str�et) in Mount Holly froin "I'uckasccg� Ro�d to Higl�lalld Street at South Main Street On i5 Sepfen�ber 2i309, representatives of tiie � North C_'ar�lin� Departn�eilt of'C'rai�spartation (NCDOT) ❑ ( cderai Iti�l�way �lciai�inistrlti��� {FHWt�,) � Nortt� �:art�(ina State Histvric I'r�-servati�n (�f#7ce (HP�) �] Oillf�r IZc;tiiet;-ed the s��bject proj�ct at histaric �ircl�itectural resources �hotograpl� review session.�co��sultatic�n and ;1(1 p<3rties pre�ent agreed �J "(�hei•e aa•e r�i� pr{>pertie5 over tifty years �Id witllin thc projeet's Area ofPote�iti�l Effects {<11'Ej. � There <�re na properties less than lifty }�ears olci whicli are considered to meet Criieri<� Consideration Ci within t��� �rc>iect�s :'\P�. (� Tl�lere <�re �ropertie� o��er fifty ��eai-s t�ld ��ithin the projecYs A.PE, but l�ased ori the i�istorica( infor�n<auon zicailable and tlie �llcit���ra 7t�is of each ro crt , the ro erties identified as ��� `z�-- ar� cc�nsid�red not ela fiif�le fcr 1 I F� P Y P P _��-�' � tl�e National Kegi�ter ai�d no furthEr evaluation of them is u�cessary. Yhetographs Ui these prope.rtie:; are nktache:l. � l l�s:a•c, are no Nati.onal lte�ister-listed ar St�ady Listed properties witl�in the project s APE. (� All �+r�}7erties gi•eater th�n 50 years of �ge locatec� in il�e ��PE ha��e be��n considered at this consultatic��i. =�s�d baseci u��c�n t�l� �k�ove c�oncu�-reni;e, all c.cm�pliance �or l�istoric a�-chitecture �.vit}a Secti�>n 1�i> of the Natic�nal f3isto�•ic Yreservatios� :�c� a�1ti Ci5 1� 1-12{a) l�as been cornpleted for thiti proicct. ❑ 11r�ore i��f�r�natiesl is requ�sted �n ��a-o�e�-ties _ S i� t;t: ci; ItepresenYati �� ��N ; . p.� ,J�7��, ��'fJ Datc F�HIV�, fnr tl��e Divi�,i�st� ,��mi�lisU�ator, c�r oti�er f�e<leral f�Qency 17ate lie}?� i�:seni,�ti v�:. I IT'� I�ate �� "` � �, �-- -�� `r j �� ' f `�) �t��te ltist;,ric 1'iesesti�atic�n tJfki�;t.r t�� __ I�ak� li ti stii�ey ��e��t��t is prepar'ecl, S fin;f1 cop,y oi ti�is faain anci the alt�iche�i ]ict will Le in::ltidz�d. 9 �i�y���,.��`, North Carolina Department of Transportation f^ �tc�r�t��vat� r , Highway Stormwater Program `�� STORMWATER MANAGEMENT PLAN -_—_ (Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS Pro'ect/TIP No.: U-3633 County(ies): Gaston Page 1 of 4 General Project Information Pro'ect No.: U-3633 Pro'ect T pe: Existin location Date: 6/30/2014 NCDOT Contact: Stephen Mor an, PE Contractor / Desi ner: Carlas Sharpless, PE Address: 1590 Mail Service Center Address: 1590 Mail Service Center Raleigh, NC 27699-1590 Raleigh, NC 27699-1590 Phone: 919-707-6739 Phone: 919-707-6750 Email: smor an ncdot. ov Email: cshar less ncdot. ov Cit /Town: Mt. Holl Count ies : Gaston River Basin s: Catawba CAMA Count ? No Prima Receivin Water: Fites Creek NCDWQ Stream Index No.: 11-121- 1 NCDWQ Surface Water Classification for Primary Receiving Water Prima : Water Su I IV WS-IV Su lemental: Other Stream Classification: 303 d Impairments: Buffer Rules in Effect Pro'ect Descri tion Pro'ect Len th lin. Miles or feet : 1.3 miles Surroundin Land Use: Urban, business and residential Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 19.00 ac. 9.92 ac. Typical Cross Section Description: 4-12 foot travel lanes with raised monolithic islands and variable turn Ianes,Curb and Gutter section with 4' sidewalks on both sides. Average Daily Traffic (veh/hr/day): Desi n/Future: 42,300 2035 Existin : 26,800 2014 General Project Narrative: U-3633 is a widening project to upgrade NC 273 from a 2-lane facility to a 4-lane divided facility with curb and gutter and sidewalks. To avoid impacts to existing outfalls, drainage from the proposed roadway is separated from the existing site drainage. Hazardous Spill Basins are required for stormwater discharge entering Fites Creek since it is within 0.5 mile of the Catawba River which is a primary water source. The proposed project also requires the extension of the existing 3@ 8'x12' RCBC and supplement with a 66" pipe to accomodate the new roadway typical section. Silis and Low Flow Benches will be utilized in the existing streambed channel to maintain a low flow channel passing through the center barrel of the culvert. Several streams also had to be realigned or piped as a result of the wideneing of the highway. References ,� , North Carolina De artment of Trans ortation ����� H1�;tl�� �t) p P � St(�r'Yt7W�fieY Highway Stormwater Program C� STORMWATER MANAGEMENT PLAN — (Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS Pro'ect/TIP No.: U-3633 County ies): Gaston Page 2 of 4 Project Environmental Summary Surface Water Im acts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed No. (From / To) Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM 6 -L- 45+g4 Rt Stream Perennial SB-UT1 to Fites Crk SB 11-121-(1) WS-IV None Fill N/A -L- 50+65 Rt. 6 -L- 53+g0 Rt Stream Perennial Fites Creek Fites Creek 11-121-(1) WS-IV None Culvert N/A -L- 54+2g Rt 6 -L- 54+08 Lt Stream Perennial Fites Creek Fites Creek 11-121-(1) WS-IV None Culvert N/A -L- 54+36 Lt 6 -L- 54+54 Lt Stream Perennial SD-UT2 to Fites Crk SD 11-121-(1) WS-IV None Fill N/A -L- 55+37 Lt ` List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Descri tion of Minimization of Im acts or Miti ation References I li�htil't�y North Carolina Department of Transportation �\ �tor�l��vrdt�r Highway Stormwater Program ��_;� STORMWATER MANAGEMENT PLAN — (Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: U-3633 County(ies : Gaston Page 3 of 4 Preformed Scour Holes and Energy Dissipators Pipe/Structure Sheet Energy Dissipator Drainage Area Dimensions Q10 V10 No. Station T pe Ri rap T pe ac Conve ance Structure in cfs f s 4 27+58 RT. Riprap Energy Dissipator Class I 7.50 Pipe 36 31.0 4.0 Basin ❑ YES ❑ No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA HEC-14 (July 2006), been met and verified, as applicable? If No, provide further expianantion of why design criteria was not met. Additional Comments * Refer to the NCDOT Best Management Practices Toolbox, Version 1(March 2008), NCDOT Standard Details, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. ��i�}��:�,���. North Carolina Department of Transportation '° S1Ut'►1l4vdt�r Highway Stormwater Program �;' STORMWATER MANAGEMENT PLAN —_ (Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS Pro'ect/TIP No.: U-3633 County ies): Gaston Page 4 of 4 Other Stormwater Control Measures Drainage Area All Design 5heet No. Station SCM T e ac Re uired / Minimum Treatment Desi n Treatment Criteria Met? 51+00 RT. Hazardous Spill 2yr, tc=10 min, td= 5 min storm runoff + 10,000 6 12.60 14827.04 cf 18500.00 cf Yes 53+60 RT. Basin gal (cf) 54+50 RT. Hazardous Spill 2yr, tc=10 min, td= 5 min storm runoff + 10,000 6 56+50 RT. Basin 9'60 gal (cf) 11508.80 cf 21000.00 cf Yes Additional Comments ` tquauzer Nipes to be noted as a minimization ot impacts. � � See Sheet 1-A F�or Index of Sr�eets �ee Sheet 9-B For Conventfonol�y mbols See Sheet 1-C For Survey Control Sheet BELMoxy�� `� To BEGI11t T.I.P. PRO -L- STA.18 + 65.00 GRAPHIC SCALES DESIGN DATA ADT 2014 = 26,800 `I77T��� o ADT 2035 = 42,300 PLANS K = 10 % D = 55 % 50 25 0 50 100 T = 4%* V = 50 MPH PROFILE (HORIZONTAL) * TfST =2 DUAL 2 io 5 0 �0 2o FUNC CLASS = URBAN COLLECTOR PROFILE (VERTICAL) REGIONAL TIER -Y5- STAl6+OOA0 BE6/N CONSTRUCTION ����� �� ����� �������� ���%�5�� � �� �I� ���������YS GAST01� COUI�TY LOCATION: MOUNT HOLLY - 111C 273 (SOUTH MAI11l STREET) FROM TUCKASEEGE ROAD AT BEATTY DRIVE TO HIGHLAIVD STREET AT A�E DRIVE TYPE OF WORK WIDENING, GRADI11tG, DRAI11tAGE, PAVING, RESURFACING, F�' CULVERT. T2 E PROIECT REFERENCE NO. ��� U-3633 PROI. NO. . w. PROI. NO. 37649.1.1 STP-02731' 37649.2.FRI STP-0273(1' 37649.2.FRU1 STP-0273(1', WETLAND AND SURFACE WATER IMPACTS PERMIT THIS IS NOT A CONTROL OF ACCESS PROJECT -L- STA. 9l + OO.00 THIS PROJECT IS WITHIN THE MT. HOLLY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. PROJECT LENGTH Prepared in /he Office of: DIVISION OF HIGHWAYS LENGTH ROADWAY T.I.P. PROJECT U-3633 = 1.365 MI iaoo atr�n xtage Dr., naretgh ,ve, z�e�o 20/2 STANDARD SPECIFICAT70NS LENGTH STRUCTURE T.I.P. PROJECT U-3633 = 0.005 MI TOTAL LENGTH OF T.I.P. PROJECT U-3633 = 1.370 MI RIGHT OF WAY DATE: NOVEMBER 25, 2014 LETTING DATE: JANUARY 17.2017 JAMES A. SPEER� PE_ PROJECT ENGINEER NYA BOAYUE, PE PROJECT DESIGN ENGlNEER HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. � EscRIPT1oN PE R�W UTIL 1�ff8�1LdA��NA]f��Y' �Il.AN� DO NOT L�SE FOR CONSTRUCTTON PROIECT REFERENCE NO. SHEET NO. U-3633 5 RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER SITE #1 SITE #2 'I'mll , DETAIL 4 I I���' � � � DETAIL 16 STANDARD BASE DITCH - ��. �No�ro s�aia� STANDARD BASE DITCH -L- POC Sta. 3/ 3038 Na��.a� �o��.a� �i � �i m �� _ F� ,� ��o s��e, �o,�,o� '�' Groun Graun d D 2� I � o� - / \ \ �round 7-� o p .�_\ Graund -Y4- POT Sto. IO+OOAO (1 I� I � � d— Geo�e.�ile B Min. D=i.S Ff. x I- I � \ g Geare.��ie � q Min. D= 2 F. Mox.d=].5 F1. V Max. d= 4 Ft. $ B= 5 Ff. � -P I I I� I g�K Wp � * whcn B �s - 6.0' 8= 5 Fl. + -L- PT Sta 31+63.42 „� �i 9' � g s,a �o e,ba, 0 Type of Liner= Class 1 Ri�Ro � � I I I / J T o4 Li�.cr- CLASS I Ri R M *From Pipe Outletaf-YS- Sta.18+b2 Lf. � I � � � /� -L� �T �%�. 36+69.5G YPc -Y6- STA. 3-a68 RT. ro m��sa��ro ois,�eam. � 1 I� � � F -L- POT Sto.42+3782 Moaimum Slope=0.3% � /� -Y�j- �r 5%0. /6+85.69 � AT PIPE OUTLET # CY DDE I � � � -Y6- POT SlO. 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BA DITCH . �� ,. � r- CONC � fC &« F - � a ol 1 � / GR � � � � <��1 � � � � / �7 � � � � �t� �/ � � � � ��o � � �, � � " 3 � 2�'�, � �I � . $ � -� / °'ru � � �j � �I co � l�� � � 1 -Y6- PT � �j � � Aj0 �, � Rs� � N�v � � � � � � � � �a� T, I��L' � . 1 / i°- � 1 � Stn /if4fi9�i Q� ��° � F ��5 �° Z � A s� D Z —�5 � ���� � � �� � � � SITE #3 � '�fi � � � DENOTES TEMPORARY �� W� 5EE DETAIL Ib e �`-' �C O �' F 57ANDARD BASE DITCH � IMPACTS IN SURFACE WATER ,00 � � ,�, , � � .. .5^ W��- W/ L I RIP-FAP � H � ��� � �oo �o� 3�� SITE #4 Z � DENOTES IMPACTS IN PERMIT DRAWING oSURFACE WATER ��AP��� s�A�E � SHEET 2 OF 11 '�� Scale: 1" =100' PROIECT REFERENCE NO. SHEET NO. U-3633 5 RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER SITE #1 SITE #2 ' I' �II srnNonrs��snse oircH �' � � � � � � DETAIL 16 (Noi�o s�oia� / I I I n��/�1 � STANDARDoBASE DITCH -L- POC Sta. 3/ 3038 ""�°,�� "��°,°� � �� �� � 5 �le, ��,�,�� '�' Grou� � G.oi.d d D �"� i / � � 0��� .' e\ \ Gmund 7-� o p .�_\ Gmund -Y4- POT Sto. IO+OOAO � - o � � I��� I � ' � � d - Ga�e.�=� B M .D=2.5 F ��� Q ___ _�p/ , I I � g G ean'e� q MIn.D= 2R. M x d 2.5 Fr. �, Max. d= 4 Ft. $ -L- PT Sta 31+63.42 B s F_ ,� i � ���� i�,�i 9 e�k wQ � � g sa`�o e�, ao- a- s F�. O'Q iypa of Lner Class 1 R'p Rop M �// �� I� I I II �+' // J Typc o4 L-- CLASS I R{YRap `From P pe Outletat YS Sta 18+62 Lt. �/ / ' I � �� f�'' J /�': -L� �T S!�..36'f69.� - Y 6- S T A. 1 3 �- 6 8 R T. ��� � T 5��. 4 2 3.� 2 ro i��sa �� oi srreom / � �� � li,�� ' ' � -YS- POT Sto. /6+85.69 � � V nr PiPe ounel _ + 7 Mo. mum Slope 0 3% # CY DDE � � ,E I � , fi � � �� \ -Y6 POT SlO. 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ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER S ITE #2 ����.���� �� ��..��� DO NOT USE FO CONSTRUC'CION � � �_.. �� � � � � � � S � � �', 6�� 0 i�� I RFM FXICT C'R E E E % - � � � F 0525 2G1 �� ;� �UE � � --- � .s `-��- G , � � GI � 36" , 4�' C- I�'' 2 ��„ RE E 1�-, „ 8" P V C „ - , � „ T- � v��-� ^ � � ; � � JB w/MH ;� � � -� _ _ = _- ��}' F------ ----------- - �, , 524 - - - � �� -g� 051 c �� �� p.�,- - -- -- -- - -- w �� _ �� � �_L � ���- - _- � - F � -... � — - � -p50g��B � - - _ � - - � — � �� �, � _ � c �„ �TEErt - - -_ — - - - - �_ - _" CB p���yg� o � O _ o �'�,� 0504 � �� � � � � = 0506 � � i � � � �ONC 1��- RCP-III o� �m � V �� ?G �� __ - � -' 1 L- GI 2G1 RE EXI T. 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Riw �,W -_� z � � 60� —Y5 — P`�' Sto. 17+8/.67 �� o ', �_ E �� wi ° u� o w�� � �� es I � � 'e I \� �� J' � r v� I I � � 4' R'p ` T��\ p U� ��� x� � �, i� � � � ��� �' 28 `� , � � , � 4 R � � � � � �� � � � RETAI PAVED DITCH �j � �� �5 ` � �P� �I �Ditc� � —� � � � �� � ee Det il4) ;oN, � �I ►i PL COR.� qg�� c��� X� �-r �� � EMOVE � `� � I �� � �� I� EXIST. R/W ss X x ' +8/.67 -Y - �'��� � � ` � a�� Pvc o � � �� ii � � -- g„ � �� EXIST. R/W ��i � w F� � � m � k. ��F Q ' �� � �=—� � -_ -� �_.-,�1��� �s\ � �. �/�� `� « �� � � "P � �ei ��n T� ��� �' ��� SITE #3 �q2 O�' ENLARGEMENT �`'� / 90 s �DENOTES TEMPORARY So� o� so ioa� iso- PERMIT D�WING IMPACTS IN SURFACE WATER SHEET 4 OF 11 cRn�Hic sca�E �DENOTES IMPACTS IN SURFACE WATER Scale: ��� = 5�� , s�-�,�� - _ = - -- - � _ 60' _ _ F � ``` ����,s'�� - -_-- � � � � E�� � ��E PUE / � �' � -� �52 f20 -L- �� / � l05'&l00' l00' �, � � F , � � +22 +30 -Y6 - � � � s� isF� D� � � 0 60'&95' EXIST. R/W � z � +32 f ��v-� � ��-�� - - 6a o0 +8/.67 -Y5 - D �� 95' l05' � V �CT � esr l� yr, �+- � _ � EX�ST.R�W �� �ECM � � — Sta 11 + 50. ��M � � �� �� � h w /� �,' �X� �(. � � ��O -, , ! Q. i � ,� �� /i � ��� � E- �50 -L - -�-�60' � +80 -Y6 - � EXIST. R/W� � � 0 �o/ � o0 �0° N c + se c END N �� � Detail4) c� c� �� �� � -Y�- �� ��z � � �� Sta. ll +19.58 x �I �� ` � � _ � o ��I � —Y6— Sta. 1 �0 �. � �� � � � � I BEGIN PA, �1VIEI�k� � _�� � � � , � � � z � �cl�� / � � F � �l � � �P__ �� � ,�\I� �� V`" —Y6 — PT P��P, T EMPo E P HORING Sta l3 f46.25 A � OF � � �� �� �ROP, TEMPo pAVEMENT �� , �e RAP !KS NLY �� +�� � — � � � ; � � �� � r _ - _ � JS — 4 � , R EiP ✓S� — 4 �! = ��,� _ o��� � o � 1 7 � SEE DETAIL 16 �' � ��� STANDARD BASE DITCH s � �i� ��� � 6�� w W/CL I RIP-RAP �`� � _ �� ' _ -&������� Replace Existing 42" Pipe -� � - _ _ GR P -� - - _ _ _ _ with 54" Pipe w/Headwall �� o � ��� - �� _ _ _��� _ _ -Y6 - POT � � � I1 � ���'� / � � � Sta. 14+30.65 � � j � o —Y6—Sta. 14+15.0 e � I I�➢� � _____ END PAVEMEN � S ITE #4 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER � � � � I� � �� �����:�� ����� Z DZ On ENLARGEMENT ;� .�o � so a �o �ao �,a GR�f'HIC �CALE Scale: 1" = 50' 150' UNIFORM TRANSITI� (U-T�1f�1N LN.) � U� l�' u� � j� , � � � ,S �j� i C�, ss �� c �� P —L — POT Sto. 44+45.42 —Y7 — POT Sto. l7 +88.38 DETAIL 16 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� D �•.� Ground d Geotextile � B Min. D= 2 Ft. Max. d = 4 Ft. When B is >_6.0' B= 5 Ft. Std. No. 876.01 Type of Liner= CLASS I Rip-Rap -Y6- STA. 13 + 68 RT. AT PIPE OUTLET PROIECT REFERENCE NO. SHEET NO. U-3633 5 RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER ����i������ ��,��� DO NOT USC PO CONSTRUCTION wE�� HOUSE SE TC W/ 18 40 -DRl - PERMIT DRAWING SHEET 5 OF 11 -L � DETAIL 5 L4TERAL BASE DITCH � No� a s�aio� b Gr und 7.� p �,.� 1^fr�. I � o � Min. D= 4 Ft. �•=+ B- 5 Ff. b== 10 Fi. fjOM ST . 54 i� 30 LT. TO STA. 55 �+� 55 LT. �mg.�� RET.E%IST. $YSTEM � 2SBKD Remove ez �n9 B / ond Replace r ' J � � � �� � �� � �, ��_ _ � �'�_ ��� \ �— � r� "'� �� 6 �Nrut PUE — /��`Ir- {ii��r � � � NC 273 SOU7-H MAIN ST C4' @5'� — — ;� v ��E 1� � �—'`--� _ _/ / / ti J m / ��� OO DETAIL b r� � ROCK SILL i Hm s�aiel b �ral Fill Groun 7:/ p l,.ii�. Sloae d GEOiE%TILf B Min. D=4 Ft. Max. d=2 Ft. 'Wl+en B 'is �-. fi.0' B=5 Ft. Type of Liner= CL I Rip-Rop 6=10 Ft. FROM STA. 54+40 LT. TO STA. 54+55 LT. FROM STA. 55+48 LT. TO STA. 55+63 LT. �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER SITE #6 DETAIL 10 OU7LET DITCH AND HAZARDOUS SPILL BASIN BERM DETAII � SECTION A-A' E�ev. sve.ar � w b, � nm �o s�oiel b urol No�uralH ti, z� F' � Gro�nd Z'1 p 1�iF�' s�lope lo' Min. � ' W= 3 Ft. G[Oi[xn�[ g H= 4 Ft. Max Min. D= 2.5 F. Exis��ng b'= varioble Mox. d= 2.5 Ff. lurisd'�nionol 8= 4 ff. Streom Type of Liner= Closs I Rip-Rap 6= variable � � ,� � � � ���� �__ i� ��� ..�'i� :�731E I � �.Xe � �' / � . � ��� � I;���� � ��� � ��� � —� �:5�. ,sii� % J � - L:�'�?.t���. t�� .,. ._,..o. �'r.ai�� �qr�w— =�vac��r.��� I�—d/�_i.�� �fSf_RYF�LI�I���t: _� i�a�r�• ��'��_,����s��lL_�s�- ��BS�%%�li� � �� ������ •� - � ; .�-�7 �• ��� s • � �!9 • 1 R� � � i / .r � I m �� � ,�,� �I ! � / SITE #5 � � � �� DETAIL 13 TAIL BASE DIT �No��o Scole) O d D OGeo�ex��le 8 Min. D= 3 Ft. � Max.d= 3 Ft. B= 4 Ff. T e of Liner= Closs I Rip-Ra FROM STA.53+56 RT.TO STA.53+76 RT. FROM STA. 54+06 RT. TO STA. 54 �h 31 RT. � m � �� \ � , o �� " �\ \ ' �� \ � �;� f N a I � �N� � � �9 � c� �� �---� E ��_ E �on%c — . 1 ._ £"'s`'-'-"'-'^� „t _ 2GI � — PDE � REM.48„ — RCP & HW Scction A-A' - (See Defai170) rdou oilvS I Basin 26 Tons 56 5Y GEOTEXTILE � � � PUE ��� SITE #7 OO SHEET NO. U-3633 I 6 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � DETAIL 11 DETAIL 17 OUTLET DITCH AND HAZARDOUS SPILL BASIN BERM DETAIL STANDARD BASE DITCH � SECTION �B' �Hoero smle� E�Ev. sv9 z�' W b, 1 No� �o sm�el �-- b � �,o� Nar�,ol u.al H 1� 1�1 � I I ound D .�;� G�a�nd G,ouna d ?'I D � 1'�'' sioae � d ln Gea�ex�ile B Min. D=l Fi. W= 3 F. GEOTEXIIIE B Mox.d=4 F. Min. D= 2.0 Fi_ g- 4 Ft. H= 4 F. Max Max. d= 3.0 Ft. When e is > 6.0' b'= variable s�a.Ho.e�boi B= 4 Ft. Type of Liner= Class I Ri�Rop 6= wrioble T e of Liner= ClASS I fti Rap SEE DETAIL b L Sta. 50+82 RT. AT PIPE OUTLET ' ��R SILL � "'�T�- � �� SfiE DETAIL 5 5 CL PoP RAP f� I ��, � �aleml 5' Base D tch De}ail �� � � � � r Stream Reloca7 m �� �/ � PROPO �D 3(n)l0'X12 BURIED .0' W51LL5 273 LiST 061 o( a�o) �a / i 4' BASE TAI�I�Q SEE DETAIL 13 DZ �n � ODL�%— -- WZ!'_ �� „p0 CJI 100' 0' 106' 200' 300' cRA�Hic sca�E Scale: 1" =100' �. i :� � � ��`�`��»� 'i.;eoo� ���� '�ea'so� %I/ts���,.�;r ����� � ° �!�� ii o �J � � i �� � � r� v � -- ���_ 0641 / w E� �nsTcl �� � u+ n sv �eorexn e 6' 0. P \ L CLL E� 064 � � H_=zordo�s Spill B s n B ri � 4' BASE TAI�GFF— SEE DETAIL 13 Sec�ion �N =B w �'4- PDE cv oo— P�E (see oeroa n � W ! � PDE —(�-E� /\Cq r � PERMIT DRAWING SHEET 6 OF 11 DETAIL 5 LATERAL Bo SE DITCH , �o, =�o�e, b �ral �— G�o��d 7.� p .�.� �„hi. F'ill Slope �„ � Min. D= 4 Ft. LJ B= 5 Ft. 6= l0 Ft. FROM STA. 54+30 LT. TO STA. 55+55 LT. � � ,�{�-q� � � � � - - � �� i ; � � %i��' j� � _ N j �/ i��� i�� g/ i SITE #6 DETAIL 10 OU7LET DITCH AND HAZARDOUS SPILL BASIN BERM DETAII � SECTION A-A' E�ev sve a� � w b, � nm �o s�oiel b urol uralH ti, z� F' � � o��a .o�o ?� p rh+. sio e � � Geo�ex��le J 8 M'n. D= 3 Ft. Ground �1 D � ���' Slo i � lo' M'n. I---1 d 4�i I �; I I� } Q/�' p� /� W 3 Ft. G[Oi[xi�[ g � Max. d= 3 Ff, ln G �ex�ile B M'n. D=l Fi. l ��I��� { .�L- I yT 5�0• IJ6+7�M/ / M'n D 2.5 F. g- q Ff. `�' 3 F. GEOTEXIIIE B Mox.d=4 F. r H 4 Ft.Max M D- 2.0 Fi_ g 4 Ft. �j�t p� ry� Ezs�ng b varioble Mox d- 2.5 Ff. H= 4 F.Max M.d= 3.0 Ft. h e' 6.0' 1 /� �III � I�II� � . -l1R�- �VT 5��. �Q•�•�/.1/l/ lursd'��onol 8 4 ft. T e of Lner= Closs IRip-Ra b' variable B 4 Ft d. . 6. , i� « Str�om voriable � �� 9� T oss I Ri Ra FROM 5 A 54+06 RT O STA 54 h 3� RT Type of l ner= Class I R�Rop "� T e of L ner - ClASS I ki Rap , ,/ II a. II 0 vpe of Lner el � . . ETAIL ro e L- Sta. 50+82 RT. ' � RET. E%IST. -L- POT S�O. �JB'�'OBZO � � 1 � � W b AT PIPE OUTLET P b bl m �� � -"�� � .� I � .. I .SYSTEM . _. �,� ,r.: C - ` � \ � . i .� SILL : _ _— . > �� �II � �I — s . � ! I � R2� POT Slo. /0+00.00 � � j � � � �` `�'� � � I / �r I see oerna s sS ' l � .(�. 7' ` r!'"`-'F''iQ � . /� `}"� \ ~' � � / � � Loterol5'Bas Dth Detail � � �r 1 i DETAIL 13 TAIL BASE DIT �No��o Scole) SHEET NO. U-3633 I 6 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SITE #7 DETAIL 11 DETAIL 17 OUTLET DITCH AND HAZARDOUS SPILL BASIN BERM DETAIL STANDARD BASE DITCH � SECTION �B' �Hoero smle� E�Ev. sv9 z�� W b� H i io s�aie� �-- b � u.al H 1� 1�1 � I I und .�;� G�a�nd 2. � r�ll y, � d D � . R e sUn „ � - 2:S8kD .�,� .. �� � . '` � _ . - 4 . CS E� .. � � -7 �° , B � , i " .. 'I II ... � 4� . � � .� � „` -_ '� „'S `�e .I i � j I � €) `, � r,� \� \ � � \. �� ��. . � r Stream Relocaiim.. . / , 9 nd Re lace . � y � P � � � / Aembve ews�ng B ���\ �.... �\ � \ �, _�-•U,.•-.i i� / i J'�" �l . ,,�v f �y\ �\ ,�\� I - .54+ O 55+46 Lf. �� � i , l I and RePlace � .. ,'�i�� � � � L � J � _ � ,h .- � I � x �� � �I \�\ ` ~ ...\ ; � \ � r �/�' / �� ��" � _ � / � _� , , �`�i / I l � t; � �� ! � , ', � ; '� ° / � � ��x 1� �, ,, �, -- I 1 `�`� �` � ��;, � , o � � ,. _ , 4 � � ���� � , � � � � --� � � i �� ;' ! � � .,I� _ / Q � �- �: ki ; ` ' � . '� `._ �` � ; � � % ` � ��� ��z,t ' reoPo ��,�ip �k�.� ec � �, � �` � - � � � A ' � ? ti� � , . .. / � . .. . � . IS � ...,' - �, . , �� �' \ BURIED� , �`�5.. ., . . w \'. �, ;7� �� � �� � , ' %; � ' �� _J�.�; x �`,��;� _ _ � % � �� ;'� f : �i� 1' � ' � `� ` �� ' � ��`� �. � � \�,\, � f � � �, � � �--��_'� !� �; %li j-'_�� � 1-� �%� � � z �r:� ��"° �<< _�_ 1 ,,,� ��� `� } ; ,.n� � /' / i /� � -. . . / i �� �� ' ����—�- \ \ ` t . � � � ��i� �, �i � � II � � /�, � ���-�-;E� ; � , , i �� r'� `�' r ; /-f r�- j I"� l` _ z E��,i �1 S—�� �� E'%i" ; � ��� i� , ��� ���1," �e�� I //� , ' � \ � U � . I � � ��� � , f -- � hy� \\.� � \�� � \\ . - . � � � 2 � . . F- \� , . U� / i�_'� � S � .. i R � �� ��-�.o6is '� at c�� :.P�� P E— .. �., � `76� � �� q p o zi ,;J-,, J�� R - �r ca �= �-�' k. .. . � � � � ^. . ... -. . ,.4 �9 � � �� ��/-�'�y��j��. 17 _�� • . _ .. • � .y�' h1y.lS�s..�-_._- __ � W �—� � � ��s���«, , � . ,�y � �-. _ rx ,.-. � . i , - .. ---�/�� ��. / - � / E ~� - � " � . . : ''v � 063 ' _ l � E � � 'l j O � �.r,.-`.i , � / /' � r E/ �'r� �`' HW,. ' � � � � �r � � , " � ,; � . % � / .._ -� ,�, � r!�.r��' � .-- J,. ��P� � � s ` � ���%% �/i , -w��� � �� !� / /��. /- Y�� ry�,�- E i/ �5 +29 -L- - .12 ` � i � j � /�� iZ9.20' � �� � � m � ' ��S � r +l7 -DHi- —, < / , � �. a;�l DETAII b ROCK SILL � Ha� s<aie� b �ral Fill Groun :l p '� 1"rF�. SIoPe d GEOTE%illF B Min. D=4 Ft. Max. d=l Ft. �wFe� e '�s �: 6.0' B=5 Ff. Type of Liner= CL I Rip-Rap 6=10 Ft. FROM STA. 54+40 LT. TO STA. 54+55 LT. FROM $TA 55+48 LT. TO $TA. 55+63 LT. �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER - _ • ��. / - _ _ _ .-+a���. �Fy� "—"�,� .-a� � _ �• '� `� , - _--_ _' _-- -- ������0/� `, ��� ,�A�t� ��r �ar __�• .? _-� ��� � - • � ��,./�.a�f'+3�F. . , - 06'3 2GI � ' � PDE -- . PDf � s., 06 , � , -/ — \ � � � ��` "'-, - �. � � � REM.�te � . RGP & HW E � _ -� . - � � � se�rto�1P n� � 'l - -� � � � / (See Defq 70) 0�1 � +-- — � " � 1 ��` —� - -pR2-%C— �. � � � � m i c� S►o. 11+53A7 t� n a �' c u eas �se,;;,` i -i- � � 7�� —DR2 ��PR� �\ � � VAV� I� � � � � � � - �5�0. 11+7/ V' �� \ �V ° SITE #5 � 1u �l � �� � � � t"''� � � i � . , a• -��� � 1� ���" \ � � � '.: .� . DZ �n � ��T— -- W Z! �— \� .D � (JI 100' 0' 106' 200' 300' cRA�Hic sca�E Scale: 1" =100' ���� __ rN � -f� v. — �— 0641 — �� � � W � � � � �H=zardou=\�8 si B rm� \ —s <roo'�e— � �, � (See Detailll d . � \ �—PDE—�j-E � . � f � PERMIT DRAWING SHEET 7 OF 11 c PROJECT REFERENCE NO. SHEET NO. o' � U-3633 6 � �� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � � � III��:�i�II�]L1E "1� 1P�L,��T� DO NOT USE FOR 0 W ACQUISIT[ON 150' LT 100' LT 50' LT 50' RT 100' RT 150' RT � Statio 54 + 2 —L— � Elevati n = 12.72' 3 8'x12' RCBC L —FI w B nch Det il 610 .i O� � ; � atch T p of Si Is �� `ti � �Exi ing Cu v. i . � �.o� ; i_'r ; f�'i� i i! �.o' 60 � r i�i 100 YR WSEL= 600.3 ' — — — — — — — — � -- Note: T per as s wn in MatC Culve Invert lan view 50 YR WS L= 59 .1' _ _ � bb" Pipe In et Inv. 1 ---- — , _ � P�o 5 d s�u b" Pipe Outlet nv. _ _ i �_ — � Pr osed Sill � �,�.��+ � N rmal EL= 88.8' -- ,_ �aPosea s�u urvey 2s� •i- • � 2i Inlet I =58 .7' +/— � oi +i v. — 58 .2' Outl Inv. = 86.2' — 58 SI e—.0 9 ft.�t BENC ES AT NLET Exi in 3 8'x12' 1. P ac Si s at Cu ert Ou et AND UTLET OF CU VERT Inl I n. 58 .23 E isting 3 8'x12' 2. Pla e Sills 82' fr m Culvert O tlet (SEE ETAIL) O let Inv. 587.20' 3. Pla e Sills at Cul ert Inl t U LV RT I LET C LVE O TLET O EX AVATI N EXCA ATION EXCAV TION 17 cu. yd 194 c. yd. 50 u yd. i � � ,— _ - — � � � �___ � — — � � ,, �.� ,� PE IT RA ING g �, / �' ����� -�� S EET OF 11 � CLA S I RIP P CLA S I RIP RAP � � � � 0.5 FT SILL 1' LOW FLOW � � BARR L (TYP) ( LEV 58 .9') z � Q 12' LO FLO �� v 0.5 FT SI L BENCH �� ��,� 1 FT ILL BA REL (TY ) � �� IN UTER >�� BAR LS (TY ) �� ���, ��� �. 5262016 "'�"� csharpless eiur R: H dmulics PERMITS Emironmental Drawin s 4C ADD Drawin s U3633 H d wei shf8 site6 XPLd n C � rn � � ti TUE � S ITE #5 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER ����� �� ENLARGEMENT so� o� so� �oo� i�o� GR�f'HIC �CALE Scale: 1" = 50' -L- Sta. 50+82 RT. AT PIPE OUTLET 9Z �G� O�' � / �`� o s PROIECT REFERENCE NO. SHEET NO. U-3633 6 RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER ���' �I�����i� ��..[��� DO NOT USC PO CONSTRUCTION � C � _ - s � �`""'/\`�-�` _ -/��1 PERMIT DRAWING SHEET 9 OF 11 ��� coN� � � � -- E �� � � -- —P- SITE #6 � ``��i' \ � �I � ,� ��� � � w � �� - � � �oNc — � --F �_ � FROM STA. 54 + 40 LT. TO STA. 54 + 55 LT. FROM STA. 55 + 48 LT. TO STA. 55 + 63 LT. �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER S ITE # 7 Z � V LOW FLOW BENCHES ���\—�--- ` 4' BASE TAIL DITCH SEE DETAIL 13 PpE �- PDE -- � _� _ � �-- �� � � � ,� �� � � ��� ENLARGEMENT 5o a 50 00 �so �tL�■ canrrac ;rn�� Scale: 1" = 50' Z9Z iG�j' o� � / �`� o s PROIECT REFERENCE NO. SHEET NO. U-3633 6 RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER �� UE\ /,�� � � � FROM STA. 53 + 56 RT. TO STA. 53 + 76 RT. FROM STA. 54 + Ob RT. TO STA. 54 + 31 RT. PERMIT DRAWING SHEET 10 OF 11 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 31+77/31+92 LT.-L- 36" Inlet Stub Out <0.01 <0.01 15 14 2 34+69/36+12 RT.-L- 36"Pi e/42"Pi e 0.02 145 3 18+34/18+75 -Y5- 54" Pi e IN/OUT <0.01 0.01 68 26 4 13+63 -Y6- 54" Pi e IN/OUT <0.01 <0.01 7 21 4 13+63 -Y6- Bank Stabilization 10 5 45+94/50+65 RT.-L- 60" CSP Pi e 0.06 <0.01 484 42 5 50+80/50+93 RT.-L- Bank Stabilization 13 6 53+g0/54+2g RT.-L- Culvert Extension 0.04 0.02 134 53 6 54+08/54+36 LT.-L- Culvert Extension 0.03 <0.01 94 15 7 54+54/55+37 LT.-L- Stream Relocation 0.01 <0.01 149 15 TOTALS: 0.15 0.03 1119 186 NOTE: 43' of Site 2 is paved ditch. Tf � � See Sheet 9-A Fo� Index of Sheets See Sheet 1-B For Conventionol SYmbols See Sheet 1-C For Survey Contro7 Sheet -Y- STA15+50A0 BEGIN CONSTRUCrION � -< � NC i�pri'� R T� BE `' BEGI1� T.I.P. PRC -L- STA.18 + 65.00 � � :f 11 ll J L �,i O,d � ,� �J �l� J1 Q � 1L 11L � � � �UC 11-e .l A "�� .� �������� �� ���������� GAST01� COU1�lTY LOCATION: MOUNT HOLLY — NC 273 (SOUTH MAIN STREET) FROM TUCKASEEGE ROAD AT BEATTY DRIVE TO HIGHLA11lD STREET AT A£�E DRIVE TYPE OF WORK: WIDE11tI11tG, GRADING, DRAINAGE, PAVI11tG, RESURFACI11tG, £� CULVERT. -Y5- ST,416+OOA0 -Y12- STA15+25.00 THIS IS NOT A CONTROL OF ACCESS PROJECT -L- STA. 91 + OO.00 PRELIMINARY PLANS THIS PROJECT IS WITHIN THE MT. HOLLY MUNICIPAL BOUNDARIES. oo NOT usE FaR �oNSTR�,�T�oN CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. Prepo�ed in tne Office of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2014 = 26,soo DIVISI0111 OF HIGHWAYS 50 25 0 50 l00 LENGTH ROADWAY T.I.P. PROJECT U-3633 = 1.365 MI i000 szr�n Ridge n.., aare�gh xc, v6ro ��W� �-'-�'-'-�I� ADT 2035 = 42,300 ,�� °� � c,� K= � O % 2012 STANDARD SPECIFICATIONS ,t! �p� PLANS D= 55 % LENGTH $TRUCTURE T.I.P. PROJECT U-3633 = 0.005 MI P.F. � s S/GNATURE: Gw 50 25 0 50 l00 T— 4 o/a * RIGHT OF WAY DATE: JASON MOORE, PE � � V= 50 MPH TOTAL LENGTH OF T.I.P. PROJECT U-3633 = 1.370 MI NOVEMBER 25. 2014 �R�✓Ecz ENcrxEsn ROADwAY DESIGN A a PROFILE (HORIZONTAL) * TTST =2 DUAL 2 ENGINEER ���p ���� 70 5 0 to 2o FUNC CLASS = I,ETTING DATE: NYA BOAYUE, PE �� g�A�g� URBAN COLLECTOR DECEMBER 15, 2015 �Ro�Ecr DEsrcN ExcrxEEn PROFILE (VERTICAL) REGIONAL TIER rE S/GNATURE: Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line —•••• ••••- County Line Township Line --- --- City Line - - Reservation Line — — — Property Line Existing Iron Pin � Property Corner —� Property Monument � Parcel/Sequence Number p3 Existing Fence Line -x—x—x- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence 9 6cisting Wetland Boundary - - - -•�a- - - - Proposed Wetland Boundary •�a 6cisting Endangered Animal Boundary E•a Existing Endangered Plant Boundary E°B Known Soil Contamination: Area or Site —�— '�' Potential Soil Contamination: Area or Site --�— �% BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or WG Tank Cap O Sign � Well ° Small Mine 'X' Foundation � Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water —��� ���— Hydro, Pool or Reservoir �___= J Jurisdictional Stream —J5 - BufFer Zone 1 az i Buffer Zone 2 sz z Flow Arrow E �� �--- Disappearing Stream �-� �-- Spring p�' �_-^ Wetland � Proposed Lateral, Tail, Head Ditch � � ,�. False Sump � ����[°1E �1F 1��IE��1�[ �C�1[$�IIa�N� �������N �IF �[���[�V��� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Standard Gauge csX ra� RR Signal Milepost NiLEPo57 35 Switch 0 swRCN RR Abandoned -�- �- -�- �- RR Dismantled -------- RIGHT OF WflY.• Baseline Control Point Existing Right of Way Marker � Existing Right of Way Line - Proposed Right of Way Line � Proposed Right of Way Line with � Iron Pin and Cap Marker Proposed Right of Way Line with � Concrete or Granite Marker Existing Control of Access —��— Proposed Control of Access � Existing Easement Line --E-- Proposed Temporary Construction Easement - e Proposed Temporary Drainage Easement— TDE Proposed Permanent Drainage Easement — PDE Proposed Permanent Drainage /Utility Easement pue Proposed Permanent Utility Easement rue Proposed Temporary Utility Easement Tue Proposed Aerial Utility Easement nue Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement ----- Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR TELEPHONE: Orchard Vineyard EXISTING STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer WG Power Cable Hand Hole H-Frame Pole Recorded WG Power Line Designated ll/G Power Line (S.U.E.*) F�asting Metal Guardrail Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol 0 Pavement Removal � l�EGET�4TION.• Single Tree � Single Shrub o Hedge Woods Line �`"'-' €� a a c� Vlneyortl CONC — � CONC WW I � CONC HW �--------� � CB OO • 0 /1 r �� Existing Telephone Pole -�-- Proposed Telephone Pole -0- Telephone Manhole TO Telephone Booth ❑e Telephone Pedestal � Telephone Cell Tower �s. U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable * Designated WG Telephone Cable (S.U.E.*) - - - - -T- - - - Recorded WG Telephone Conduit *_ Designated WG Telephone Conduit (S.U.E.*� - - - -*_- - - - Recorded WG Fiber Optics Cable *�� Designated WG Fiber Optics Cable (S.U.E.*}- ----* F�- -- WATER: Water Manhole O Water Meter o Water Volve � Water Hydrant � Recorded U/G Water Line • Designated U/G Water Line (S.U.E.*� - - - -�- - - - Above Ground Water Line A�c wa.a� N: TV Satellite Dish Y TV Pedestal ❑O TV Tower � U/G N Cable Hand Hole HH Recorded U�G N Cable *° Designated WG TV Cable (S.U.E.*) - - - -��- - - - Recorded U/G Fiber Optic Cable �° °� Designated ll/G Fiber Optic Cable (S.U.E.*� ----�• F�- -- GAS: Gas Valve 0 Gas Meter � Recorded U/G Gas Line � Designated Ufi� Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line p�c cas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout �+ ll/G Sanitary Sewer Line �s Above Ground Sanitary Sewer e�c sa��ta�Y sawa� Recorded SS Forced Main Line Fss Designated SS Forced Main Line (S.U.E.*) - - - - -«�- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line WG Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil Geoenvironmental Boring WG Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information 0 0 F� n.� � usr 0 � m AATUR E.O.I. � � �s M M NT N . ��• �� r�r F�� Ho r � • S l�1 S0.20A0 R 7p � ' 5� nolly � s e neeer � S � � - , ' m � c SEAeOARD ' _ -\ COASTLINE � , � i A&h.'/h. y� _r;��_ � �� i � P i �J S�1op0 y� �` ryp c�� �"F C� _ r� � ,5 , � ' �� .c, I � � - � — ' � S a soaa T�ekaseegee a � � U �� � � � �: ��tU�`� ` � • � � ,o�t. 04,,� �� ( I 'Y �0 � ��5� .� ��� � � -� � ���../�� a6 � � � � �� NONiH •. � BELMONT :� / I�\ (�nnc.l � - - / I � Mm�ntHoff� � ( /_� r ary r,�n��n � I ECT VICII�ITY MAP � � Q a = o Q m � BYI � 3 � BYI4-44 B�I � BECMONT_ M'vN ST TJ �Y-2 � H �T� BELMOryTR� BM II � �9 O d�%�, �s��'o s C� ~ QO O i � m � � m -�^+ �m � A � � W BY5-29�D BY7-34 I BM°I�� ��� �� � � � BY5-30��� �� � �� li � �� �� BL-10 �� V `� BL- BM�3 SOUTH M' sre �� _ -`' 0 , H MAIN _ � BM•4� v� � � BL-9 � � � BY6-32 �\ � i, �''y�\ � Y4-28 � � � �BY6-33 U3633-2 �� �BYS-31 0 ¢ %f((8L -8 in � m .�aBM°2 � m `n-a � �y 3 �� f �Bvl-26 � � � � V N O F ST e � � � BM'12 � � Gn �� �BY-25 �� �� , �'o S UR VEY C01�TROL SHEET pATUM pESCR[PT[ON THE LOCALIZED COORDINATE SYSTE� DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NGS FOR MONUMENT "MADORA" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 566623.601(ft) EASTING: 1395742.464(ftl ELEVATION: 654.061ft1 THE AVERAGE COMBINED GRID FACTOR USED �N THIS PROJECT fGROl1ND TO GRID) IS: 0.999846 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "MADORA" T� -L- STATION 19+51.40 PT IS S 3°38'08.0" w 5128.693' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 h � � � TBYIS-45 � SOUr � U3�633-I OL� 3 � �: _Y2- BY2-27 ° O BY 24\%� 4 �' f' W � O W � � � � //� ? T� BELZ,O g�/R�� " BM"I �� NG i B�5 BEGIIV PROJECT U-3633 0 0 -L- PT STA. 19 + SI.40 USGS �949 T rn � BL- �� __ �.� L-14 ��Z � •5 NOTE: DRAWING NOT TO SCALE PROIECT REFERENCE NO. SHEET NO. U-3633 1 C Location and Survevs NOTES: 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS.//CONNECT.NCDOT. GOU/RESO URCES/LOCATION/ THE FILES TO BE FOUND ARE AS FOLLOWS: U3633 LS CONTROL.TXT U3633_LS LOCAL.TXT 2. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED,PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. 3. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM, UTILIZING THE NCGS RTN SYSTEM (VRS). MONUMENTS USED OR SET FOR PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT: • INDICATES GEODETIC CONTROL MONUMENTS FOR HORIZONTAL CONTROL ■ INDICATES BASELINE MONUMENTS FOR HORIZONTAL PROJECT CONTROL d INDICATES BENCHMARKS FOR VERTICAL CONTROL � INDICATES NGS GEODETIC MONUMENTS USED FOR HORIZONTAL CONTROL � INDICATES IISGS BENCHMARKS NGS MADORA �� // \ ��%�\\ s'T\\ \ , �_� � Q �� \ � / \\ I� eJL_ _ J� �� � � W �� � BYII-38 � r � Il �� ; ��BY9-36 � _BM•14� �1'�, \ �y HlCKS ClR �� � 9d � �BM°6 �� �`Y.p� BL-I BYII-39 _ qK 'O � GR _ s�vr L� — — O1�\oR _ -- \ � ��T � 5 � � \ a i' � � i / � o � BL-17 U3633-3 \ i � � �BYS-35 0 � BL-IS gYl2-4 BY12-41 � ��; - -� ,.; � = n�.� \ BM°7 BYIO-37 p � 4 � �i h � _ �rBvu-40 ��� h�' ,�P J�' � < C. � BM� .-�_ � � sourN ,waiN sr e �' BM'15 � � °�ti � 2�� �'c ti� BL-i9 vy \ �s�, � ` BM°9 n �I � E1VD �� TO MT. HOLLY� e BL-20 ( BM'i0 6� Po�Nr oEs�. NOR,� EAsr E�E�Ar�oN ............ ................ ................ ................ ................ . BL-5 56m39�.5�10 13953m0.3446 6Jm.44 EL�6 560942.586m 1395433.3m60 62�.`=0 � BL-� 561549.m52m Is45456.1290 694,8� £f BL�B 561]]6.1890 1395425.3580 695.4] 2 U3633-2 56233�.2390 1395289.464m 685.12 BL-9 562625.6H3N 139643].6960 668.4n 10 BL-La 563222.3620 13955��.3.ri5a 660.28 lL BL-LI 56365�.548m ]395819.8480 662.23 12 BL-L2 5E3933.I220 13958�4.�130 650.fl1 13 BL-L3 56438].9160 1346L05.6860 61J.68 14 BL-l4 564�a4.23]0 1396243.3v2@ 6m8.84 15 BL-15 565163.2230 1396381.2480 61fl.5q tJ USGS 1949 REvCT 5652�2.��3m 1396434.014a 623.51 16 BL-16 565446.6180 1396549.6516 62J.63 1] BL-1] 565�a3.t44m 139]m40.4E40 64].09 Ib BL-18 56626�.55Jm 1"s9�4J3.0800 F�2.10 U3633�3 5663��.E88m 139��49.29m0 6]<.90 I9 BL-19 566502.9220 139839�.4�80 651.61 � U3633-4 SE668].326m 1399m]2.0340 62a_08 20 EL-20 56�030.e580 13994�3.6460 �6.32 � s,A,�oN oFFSET .......... ................ 95�ae,3Z J835.J1 RT 13�93.5] 38.EL RT 19-9m.24 43.88 RT zz•i5.am aa.�s aT 2��82.39 59.82 LT 30�92.39 25.5m RT 36�95.84 62.66 LT 4L�93.86 1.62 RT 44�]@.18 49.3J LT 49�]8.16 3.85 LT 53�60.14 6.94 LT 5J-9J.9L 38.51 LT 55•16.62 43.35 LT 61��I.0i 39.55 L.T 6]�a6.84 33.36 RT ]?•44.9E 42.J2 LT ]6•35.]3 32.33 LT 82�91.93 ZJ.55 RT 89�89. » 36.84 Ri 95�m8.32 28.93 FT BY PO[NT OESC. NORiH EFlSi ELEVRiION Y SiRiION OFFSET ............ ................ ................ ................ ................ ................ ................ 21 BY-21 56mJ6�.2280 1394241i.829H J26.25 Ot1TSI�E PROJECT LIM�TS 22 BY-22 5609L3.5L9N 139a44a.3260 ]20,06 12�m8.53 L'�.55 RT 23 BY-23 5612m3.5�+J0 Is'y�65N.J32a �12.55 15-66.2m 2�.IJ LT 24 SY-24 56Lam�.83H0 1394903.�480 ]06.95 18•]8.25 33.09 LT E0� BL-� 561549.9g20 1395456.t290 69a.g� 24�40.62 4m.84 LT zs BY-25 SEL5m5.50Hm 139E119.�930 6]J.25 3t�m3.mt 19.m> RT BYL POINT OESC. NOFTH EAST ELEVlTION Y1 STPTION O�FSET ____________ ________________ ________________ ________________ ________________ ________________ ________________ E08 BL�II 561J]6.189m 1395425.3580 695.4J 10•56.�6 26.6� LT 26 BYI-26 561908.45J0 1395�29.5240 699.56 13�9L.J8 6.61 RT Br2 PO1Ni OESC. NORTH EPSi ELEVRiION Y2 STRTION OFFSET ____________ ________________ ________________ ________________ ________________ ________________ ________________ E�24 6Y-24 56Lam�.8380 1394903.'J480 ]06.95 10�86.i6 32.9L RT 1 U3633-L 56L535.8�00 1394911.�5]0 ]@a.3] 12-0@.50 26.t9 LT 2% BY2-2] 5619m8.689m 1395t22.t820 696.89 16-28.1m 23.03 RT E02 U3633-2 56233�.23a0 1395289.4640 685.12 OUTSI�E PROJECT LiMITS BY4 ao�Nr oFsc. NoaTH Easr E�EvarioN vu sTar�oN oFFSET ............ ................ ................ ................ ...""'""........ ................ ................ E09 BL-9 562625.6830 1395437.6960 668.44 1�1�23.6� 34.45 RT 28 BY4-28 5626m3.393m 1395]93.5510 662.25 13�]6.65 11.22 RT 5Y`_= PO[Nr C�ESC. NORTH EAST ELEVlTION YS STPTION OFFSET ____________ ________________ ________________ ________________ ________________ ________________ ________________ G9 BYS�"t9 5633��.031m 1394980.2m80 65J.48 UUTSIOE PROJECT LInITS 30 BV5-3m 5632J�.2�20 1395385.3666 680.03 14�2J.23 13.09 LT EOLO BL-10 563222.362m 13955�].3550 6Em,28 16�24.15 32.52 LT 31 BY5-31 5625��.1�361� 1395992.9630 F65.61 2t-03.10 16.�8 LT BY6 POLNi OESC. NORTH EPST ELEV4aT10N V6 SiRT10N OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- EOL1 BL-L1 56365].548m 13958L9.8980 662.23 ]m-26.38 35.20 Ht 32 BY6-32 563486.3280 1396mL6.8y5@ 638.03 12�]9.m8 t4.�4 RT 33 6Y6-33 563446.3560 139631fl.3420 64fl.�9 15-JJ.J2 L5.J8 LT 5y� PO[Ni OESC. NOFTH EAST ELEVRTION Y� STRTION OGFSET ____ ________________ ________________ _______________J ________________ 34 BY>-34 564m95.294m 1395381.2180 6E6.>8 ]2�2m.9F 22.8� Ri E012 BL-t2 563933.t[Z0 13a58�a.�130 650.81 1�-38.34 23.38 L.T ava ao�Nr oesc. NoarH eAST e�evrrmN vair9 srarmN oFFse1 _._._ ... ................ ............_.. ....._._._._ ......_._..... ._._._....._ ...______ .. 36 BY9-36 565605.1020 1396385.3590 625.IJ Y9 10�02,38 12.86 LT EOL6 BL�16 565446.6L8m 1396549.6610 62].E3 Y9 12•2].83 23.m3 RT 35 BY8-35 565286.0250 1396�83.9600 622.54 V8 12�53.94 25.2J LT evim PoiNr oesc. NaHTr+ ensr e�evAT�oN rim srnr�om occser - eo n s�-v sessas iaam �s��mam.aeaa Ea� as im�ea.36 3s.as �r +� B�IO-3� 565631.3120 139]245.62_D 6�1.83 13�32.�5 La.5S kT ��� SEE SHEET 1C FOR NOTES. � S UR VEY C011lTROL SHEET ar� � ao�NT ❑Esc. NoarH Erasr E�EVAr�oN ri� srraTcoN oFFSEr ............ ................ ................ ................ ................ ................ ................ 48 MIOORR 566623.60Im 1395J42.464m 654.m6 OUTSIOE PROJECT LIMITS 39 BY1t�30 SE6�95.'s5m0 L396k3B9.1m30 E]6.36 lB�lt.36 24,12 LT BYIi-39 566498.9060 139J154.6m6m 6J5.1� 14�0J.11 IH.90 RT E018 BL�18 56626�.59]0 L39�4�3.mBE0 6�2.10 1]-96.28 4t.42 LT 40 BYIt-44J 565586.2J29 139�631.4590 668.26 23-86.93 28.33 RT EY12 POINT OESC. NOR1H ERST ELEVlTION Yt2 STATL9N OFFSET ____________ ________________ ________________ ________________ ________________ ________________ ________________ 41 BY12-6L 561834.35J0 1398�96.]2Jm 638.68 OU�SI�E PROJECi LIM[TS 42 BY12�a2 566�84.0�t0 L39�H�5.38�0 65�.9t LS�z2.59 18.3] LT E03 U3633-3 5663J�.6880 139�J49.29P�m 6J4.98 12-16.39 95,32 LT 46 BY12�46 566L98.9m5a L39J989.a640 E]A.88 OUTSIOE PR�JECT �IMITS 8Y13 POINT OESC. NORTH ERST ELEVPTION Y13 STITION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------- 43 BY13-43 561051.4090 1394264.5530 �33.23 OUTSiOE PROJECT LIMITS E022 BY-22 56m913.5190 L3944A4.326m ]20.m6 OUi510E PROJECi �IMLTS BY14 PO]NT OCSC. NOFTH ERST LEVAT-ON Y14A STRTI�N nF�SET ____________ ________________ ________________ ________________ ________________ ________________ ________________ 44 �Y14-44 56t28].58]0 L394494.2L20 ]23.23 Lm-2�.31 15.�3 RT E023 BY-23 5612m3.59�0 1394658.�3Z0 �f2.5� 12-m9.2m 16.80 LT BY15 PO]NT OESC. NOPiH EIST ELEVlTION Y15 STtaTLON OFFSET ____________ ________________ ________________ ________________ ________________ ________________ ________________ 45 BY15-65 561584.4640 L394646.J920 JmJ.59 LB-04.33 13.19 RT EOU24 BY�24 56148�.8380 L394903.�4p0 )m6.95 OUTSiOE PkOJECT LIMITS DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM OEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NGS FOR MONUMENT "MADORA" WITH NAD 83/NSRS 2007 STATE PLANE GRID C�ORDINATES OF NORTtiING: 566623.60t1ft1 EASTING: 1395742.4641ft) ELEVATI�N: 654.061ft) THE AVERAGE COA�INED GRID FACTOR USED ON THIS PROJECT IGROUND TO GRIDI IS: 0.999846 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "MADORA" TO -L- STATION 19+51.40 PT IS 5 3°38'08.0" W 5128.693' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 ........................................ BML ELEVRi]ON = 6B9.mL N 561m01 E 1395502 L STRTION 14�61 95 RI6HT FR SPIKE IN LS' SWEET GUM ,,,,,,,,,,,,,,,,,�„�.,�..,.,,,..,,..,,. ._� ................�....,..__._...,..,.. BM2 ELEVRTION - 69q.J4 N 56t%>m E 1395a91 � sTar�oN zz-as ims a�,Hr RR SPLKE LN 24' ORv ........................................ .......���.<,�<.�......�.�.....�........ BM3 ELtVqTION - 6]t.m8 N 562562 E 1395290 L ETATION 3m�8t ]25 LEFT RF SPIKE IN 16' ORK ........................................ ,�,,,,,,,,,,,,,,,�„�.,,.,,.,,...,,..,,. BM4 ELEVRTION - 65L.54 N 563454 E 1395841 L STRTION 4m�12 9] RL6Hi aa sP�Ke rN zm� oaK ........................................ ........................................ BMS ELEVRTION - 599.6L N 564465 E 13q5322 L STFlTION 5L-3m 169 FLGHT RR SPIKC 1N 22' ORK ....................�,.,,..,,.,,.._..,.. ��,��,.��.��,.�.��.��,.��..�..�...,..,.. BM6 F.LEVRTION - 633.32 N 56553N E 1396585 Y9 STPTION II-44 19 LEFT PR SPLKE LN 3m' ORK ........................................ BM� ELEvqTION - 56q.aQ N 5659J3 E 135Jh20 Yit STATION 20�J8 55 kCGHT RR SPCKE IN IB' MRPLE ........................................ ........................................ BMB ELEVRTIOi� � 6]q,36 N 565154 E 13`+5m[3 L STRTION ]B•36 260 RIOHT RR SFIKE iN 12' ORK .,,..�..�.��.��.�.......,�.�............ ........................................ BM9 ELEVRTION � 699.85 N 5665�9 E 1399]51 L STRTION 86�36 1m9 RIGHT FR SPIKE IN 2]' OPK ........................................ BMIm EIEVnT10N 619.J1 N 5669L3 E 1399aa9 L STRTION 94�31 IU6 RIGHT RR SPIKE 1N 32' ORK ..................................�,.... .,�..�..�.��.��.�.......,�.�...�.�...... BMtI ELEVlTION - �09.83 N �61a8[� E 1394635 v STATiON 1a�6t 4t RI6NT FH SPIKE lN 28' ORK ........................................ .....,...�......,,��..� ................. BML2 ELEVATION - 689.5� N 56154J E 13958�8 Y STRTLON 28�62 28 LEFT RR SPIKF. IN POWER POLE ........................................ ...............................�..�..�.. BML3 ELEVr1TI0N � 69�.�9 N 563324 E 1395m84 rs sraT�orv im�me s es�zs�am.��� w msr sa.�i FN SPLKE IN 2m' OFlK ........................................ bMt4`•"`�,ELEVATION � 6�f.0�i„�"�`•,�• N 5666J4 E 139J032 Yil STPTI�N L2�03 31 LEFT RR SPIKE IN 29' ORK .��.�,.��..,..,...« .................... BMtS E�EVr1TI0N � 660.EE N 566�64 E 139804� Y12 SiAiION L6-6N 90 F'IGHI RR SPIKE iN 30' OPK �..�......�..�..�.......,�....,....�.... PROJECT REFERENCE NO. SHEET NO. U-3633 1 D Location and Survevs ��FE ��-R u oN NORTH I ERST ='J- -���Z�eBD 56�1,67e�683 � 1�95�.tP'e537� _ _j.11e�L, ��If�Qe���'� l�i�.,�.� �<e��%2 �T .9�51e4B �� 5[i5eGLi7 13�1��-117 -5A2 - � �%:.ci3. 44 ,Cl@4;�., <�l l�o I:S�I"�.�_ I , �24'S PT 31�63e42 5627IDIDe819� 1395437e1�93 PC 56�58eB6 565�18e4489 139636IDeB618 PT 65�85e34 565764vID7B1 1396895e7537 PC 7��26e6B 556�49e6B73 1397232e17�fl PT 77��5.6� 566367.7125 � 1397825.2862 PC � 89-61.77 566714.1361 � 1399033e7466 PT � 95-N8e32 567�4Be7987 � 1�99455e5664 -0- � '=�`'Zge32 ��%V_14�e7936 1�i9a4.r.5e5534 Y T`!PE 5 � R I 10N NORTH ERST 'OT 1�-m�.m� 56�77E.8456 13y4285,6265 PC 15�68e71 56118Fe5E1� 139468�e�41G ?T 19-ID2e1� 561391e794� 1394941e5111 i� 79�6?e�7 561422e84�4 139494�4e93�6 PT 22�55e11 561543e93L�8 13]52t31e5761 P(II 1 V;;.�7 i'-�24.E�41 I:;tiS-]lleh�l3 Y1 CYI�'�: S i AT I ON N�H I H E�S f �OT 7��BIDeP� 561723e9488 139539IDe657f3 PC 11�88e58 561821e73�1r� 1395551e9Ba5 PT 13�58.70 5619�3.4���+1 � 13957m1,�277 PC 13�61e49 5619�2e2658 1�95698e�251 PT !4�44e3B 561941e9�33 � 1395771e2B1�4 POT '5-55e63 55iG1ae211�3 13G586Ee5516 Y? FOT 1����DeP�� �oi342e9628 � 13�4864e4�89 PC 1�-2IDe81 561363e5��4 1394861e�579 PT 1��81e73 561421e7235 1394873e4912 PC 1G�91e53 561429e9121 1394978e876� �T 13�51.�7 561659.7338 1394998.5815 PC '-.6�34.71 561923.33�7 I 13951m3.2186 PT � [8�53e55 562�92e45�3 � 1395237e1868 �,_i- "±,22e27 �o?165e976`� t�a5�a�e-�9;�i Y3 TYPE Si(TION NORTH ERST POT 1����.p�� 561927,6968 13951m4.9524 ��.IT '_9-5�e1"� 562819e�664 � 1395459e�578 Y4 TYPE� S-�ITION NORTH EAST �OT lO�BIDe�� 562669e9783 1395425e2659 POT t2�17.58 562612.6247 1395636.1512 PC 12�87e32 562�95eq543 1395702e8674 PT 13�65e28 5626�7e1949 1395778e�36B _- �-3�77e71 �62613e566ID 1395788e7a67 S UR VEY C011lTROL SHEET Design Alignments ��, TYPE STRT I ON NU=�T� ERST POT 11--5LivID� �'����46e11�4 1�q6133e9977 PC 17�E�1e�7 �313£3e77�1 139�714e7621 PT %�-".32eL3 '3!�l_ieg�67 13��`ti��r_?e74�5`-f PC Z1 -2 7e 31 _��2`±47. U597 I:SuE,�� 1. jF37 PT 22-2Be34 562876e2874 1396�57e919B POT 22�2Be35 562876e2874 1396B57e919� Y6 TYPE ST�ITION NORTH E�1ST POT 1����.�i�D 563698.9844 1395834.6�99 PC 11�19e58 563599e3223 13959��e6863 PT 13�46e25 5634ti2e9919 1396��i7e21�3 PC 14-3IDe65 563472vID548 139617Be8942 PT 16•95e74 563371e2228 1396412e7137 POT 16�95.74 563377.2228 1396412.7137 Y7 TYPE STRTI�7N NORTH ERST POT 12-��vID� �F�4124°EID84 1395371vID332 FOT 17�£39eSd �63E391eS�36 1395911e4164 v ,_ ITYPE STRTION NORTH ERST POT 1�-��eP�P 565435e9174 139659�e7511 PC 1��6!�e89 5654��e887Q� 131664�e5596 PT 1i•3IDe72 565351e�624 1396689e5782 PC 11�82 49 565309.1881 139E719.185� PT 12�77.02 565254.9652 1396794.4278 PQT 13-20e43 565242e6N52 139E83EvID593 Y; TYPE STRTI��N NORTH ERST POT 1���0°IDB 565595.9196 1396376vID467 POT 12�67.83 565442.5859 1396595.6424 Y 11� TYPE STRTTUN NORTH ERST POT 1�•�BeBID 565841e446B 139678Ee9171 PC 1�•11e41 565834e1479 1396995e6837 PT 14�29.61 565586.1�83 1397332,�888 POT 14�29,61 5G55�Fe1�83 13q7??2e�888 Yi TYPE STRTION NORII-� ERS1 POT 1@•O�°IDID 5667E3Re5471 1396RF4e727R PC 1G-91.�5 566724,9615 1396933.57�8 PT 16-05.�1 566374e1636 13973�9em322 PC 18�N6e16 566231e35�7 139745Be6858 PT 1'=J=21e18 566136e3384 1397514e2522 PC 2�•11e35 566B53e2157 1397549e1931 PT 21��7.19 565962.8935 1397581.ID914 POT 24���.m� ,65681�573E� 1397662.3�48 PROJECT REFERENCE NO. U-3633 - Preliminary - Location an Y12 TYF'E �TRTION NORTH ERST POT 1���8_�� 666Z�9_1217 139 u��e4647 PC 11�13.�i� 56G3�7.`18�2 1��7/'�/�i�g192 PT 11 �7�j.92 5G�_C�3. ��- 3� 13�=i �+�2e 6�86 F'( I� ;t3.'s" �6F42[�.`]:;h �;i')�� t:lo 1.717_ PT 14�95.68 566671�2848 13975'75.`;581 POT 17�85e56 566911.4ID49 1398�38e25P�2 Y13 TYPE STATION NORTI�I � C�ST � � POT 10�0�.�� 561�61.5�57 13942�73.55�s�s � � POT 12��7.60 � 56�936.4139 � 13944�9e2358 Y14R TYPE STRTION NORTH ERST FOT 1��GJO.CB 561315.3692 1394481e7369 POT 12�34.55 561174.1p54 1394668.82�8 Y14e �TYPE STGTION I NORTH EaST POT 1B���eB�D 561192.85ID7 1394686e14ID3 � POT 1 1� 48. 48 561 a9d. �9fif3 13'�47 13 e 3136 Y15 TYPE STRTION NORTH ERST POT 18��4�.�ID 5E�1597.6228 1394651e22ID� POT 12��32e87 561428.3135 1374877eR248 pATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE C�ORDINATES ESTABLISHED BY NGS FOR MONUMENT '"MADORA" WITH NAD 83/NSRS 2007 STATE PLANE CRID COORDINATES OF NORTHING: 566623.6011ft1 EASTING: 1395742.4641ft) ELEVATION: 654.061ft1 THE AVERAGE C�MBINED GRID FACTOR USED ON THIS PROJECT IGROUND TO GRID1 IS: 0.999846 THE N.C. LAMBERT GRID BEARING AND LOCALIZED NORIZONTAL GROUND DISTANCE FROM "MADORA" TO -L- STATION 19+51.40 PT IS S 3°38'08.0" W 5128.693' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 SEE SHEET IC FOR NOTES. SHEET NO. lE RI�W MARKER f I�ON N I N PN❑ CRP �I-. T i �N � � T�1T T��N OFFS�T N��RTH ERS I L 1£��65°ID� 5�ad� 561�422e�3178 13954�75.434d L 18�65.�� -5�.�� 561415.66�4 1395375.69G5 L 20-12em@ -6�e0� 5E1558e1441 139535de3777 L 2B�3BeIDID 60.�8 56159IDe4978 1395467.3275 L 21�75vIDID S�.�ID 561734e4375 1395449a8244 L 22-25vIDID 6�e�B 561784e1�719 1395A43e7888 L 24�93.44 -6B.B� 562B36.B590 1395292.2632 L 24-93.44 6�.�I� 56Z�60.5443 1396411.3857 L 25�16vE1 -6BeB� 5E2�EBe1148 1395289,5489 L 3��7IDeIDID 6�.�� 562594e6347 1395462e7528 L 31�9BeBID 6�.ID� 5627ID3e3159 13955ID 2 6867 L 36�d5eBB -73e26 5G3138e17�8 1395532.4241 L 36�1�om� 60.�� 563�93.5147 1395658.�756 L 37�3�em� 6de�� 563249e3966 139559�,9874 L 37�4BeIDID 60.�8 5E3214e2902 13957ID6.1722 L 41�1BeID� 6�a�B 563558e�358 1395843_�624 L 42-5�eBB 6�.G@ 55368£3e1�17 1395894.8587 L 44��8.�4 6�.�� 563871.t�549 1395838.8697 L 44���.m�D -6@.m� 5E3s371.�549 1395838.8697 L 45�lIDeB� -S�eB� 56.3974e�4�5 1395879e5668 L 47-21e77 -6IDeDB 56417IDe7928 13�5957�'�161 L 4E3•�5e74 -111e�fl r6t�351eZF37� 1395974e8992 L. 49�35.IDID -11:.�� 564387.7E12 1395981.4244 L 49�8�,84 6m.��D 56441P�,6994 1395853.4544 L 51�35vID� 6�.0!� 56451IDe3�41 1396222 2858 L 51�9BeIDID 11IDePID 564542e9B28 13962�39eP86� L 52�4BeIDID 11IDeIDD 564589e3549 13963ID7e5847 L 53�45eBB 75.4� 564699e8534 1396313.9154 L 53�45,mm 98.�� 564591.344d 1396335.2834 L 53-75v04 -6�e�� 5E4777e5711 1396199,5939 L 53�75vIDB -125e�B 5648B1e7194 1396139e2�62 L 54�21e5ID 134vID� 604749eB987 489E397e021y L 5A�55vIDID 6�.dID 5648ID7e5977 1396348.6769 L 54�G5.�� -6B.�f� 564861,2849 1396232.8915 L 54�65.m4 -125.J� 56a885.3332 1396172.5�38 L 5o�58eBE G�.!��7 5E4995e25�4 1396415.8�43 L 58�b8vIDE �Be�� 666B4IDe547� 13953�i4_�L92 L 6�•75vIDID 6�.�8 5�5352vID433 139E6ID4.986y L 61�O�edID -6Be�i� 5G544IDe8558 1396528.5�78 L 61-75,�V 60.�� 5655�3,3�75 139E566.1683 L 62���e��i o�.73 565449e2977 1396676e9923 L 62-45vE7 68.�� 5654E4e24a3 139E7�4a1��3 L �5•£35e34 -6�eBB 555EID9eS3145 139fg��Ga`�277 L 65•f35e34 -55vIDB 565E3IDF�eID�25 1316'a6ID. 1632 L 65�85034 50.�� 565718.3250 i396934.5796 L 66�73.GJG� 6�.�� 565775.�492 1397U�1.41�6 L 67�65eBB 6�e74 565834eB174 1397B72e0314 L 72-�8vIDID -�5eBB 5662ID4e5983 1397346e2B48 L 73•8BeIDID -7IDe�� 5663ID8�79f3� � 1397492.B68E3 L 74�37.65 -7B.B� 566335.7719 i�97545.8493 L. 74�39.69 G�.�� 566219.38`�8 13976�3.8�17 L 76�75eBN 6�.BB 5663B1e6468 i397814.6�19 L 78�1BeBID 68.�!� 566338e83�5 � 1397943e1844 L 78•61e22 -6BeIDB 566468e3�36 1397959e3294 L f33•9Be�9 ��6�vu�� 566514e1519 1398467.6842 L. 86�22.�3 60.�� 566562 J 691 � 1398723.7233 SEE SHEET IC FOR NOTES. S UR VEY C011lTROL SHEET Right of Way and Permanent Easement Monuments ��H'��Ur,�Nr ��1��M�N� M�H4�1-h Ih��N N1°J �r.:�� �-H� qL1GN STFiTION OFFSET ] �IDRIH CRST L 16�55.QB 68e54 � 5612�7.1855 1_a=496e4742 15�59.�0 5�.�� 561211.0717 13�5478.14�� L 1E-66.0� 7IDe@� 561217.4234 1395498e4397 L 1E-69.BB 5geBB 561221.3478 1395478e5844 L 18-B�.I�� -6�.�ID 5E1352e2652 1395359vID455 L 18�BB.�� -5�e�� 561352e61ID1 1395379°ID394 L 18-12.�0 -64.�� 5613F3.68�1 1395364�,6D96 L 18�2�.�� 6de�f� �61377.�724 l"396488.1427 L 18-2�e�� 5IDeP� 561376.6133 139�478e153P L 18�25.�� -5BeIDID 561376e8745 139F378eB285 L 2ID�2B.�� -6�.�ID 561566.�£356 13`�5349e4121 L 2ID-77.B0 -75.80 561628.8582 1395327e6Al2 L 24�77.�0 EO.�� 5616?_2.E688 1395342.5315 L 21�46e0d 6de�� 5617�4.6569 1395453e4457 L 21-45a!�f� 76eB� 561786.5883 1395469e3287 L 21�5Be�� -8�.BB 561692.72ID8 1395313e8659 L 21�58.�� -75.dB 561693.3244 1395318�8293 L 21-75.00 60.�P� 561719.9522 1395330.7018 L ?_1-75.00 -8d.�m 561717.538vJ 139531�.8481 L 22-`��.�!� 6Be�� L61848e5966 1375435e942E L 22�9�e0B 8IDeID� 55185'__�L�lID8 1395455e79E4 L 25�93.Q0 75eB� 562145eG952 13�5418e4�54 L 25�15.�d 85.BB 562167.8511 13�5427,6�15 L 26-27,53 6m,�� 562178.2594 13954�2.3m65 L 31-65.�8 -72.89 552729.2557 1395369e9793 L 31-7�.8� -9�eBB 56274�e2321 1395355e93g9 L 31�9�.�8 -9�.BID 562758e813ID 1395363e33ID4 L 32�8�.�� -72.92 562761.7831 1395382e9ID11 L 37�11.16 -75.�� 563237.4411 139557�.0807 L 4�-22e00 6de@� �6347Ee28m1 13�581�e5d47 L 48-22,0� 95e�� 563463e331B 1395843eB212 L 4ID-32et�� 105.�ID 563468e9217 1395856eB114 L 4ID�3 2�� 95vIDP 563472.621A 1395f346e721ID L 4�-44.�0 -77.�� 5E3547.4�54 139569103654 L 4��52.00 lOd.�� 563489.3524 1315858.7656 L 48-52.�� 1�5.8� 563487e5B25 13y5ti63e41�9 L 41�2�e�� 1��.�8 563552a5�73 1395883e923S L 43�45.8� -88.BID 563B32eB459 1395792e8779 L 43-46.GJ0 -7�.dB 563834.2657 1395787e3B37 L 43-56.00 94.�� 563843.5551 ]395797,��D34 L 43�5C,.�� -88.�8 563841.3363 139577Ee5777 L 44-88.�� -]IeBB 563965��798 13`�58�2e627� L 44�88.�� -£36_OB 553`�F2���E�ID 13��s�4�ieZ�1?� L 45^75e�� 14�.BID 563�F'�L=�426 1'-iSL�s3Ge4235 L 45-75.0� 6�,�� 563qq�.�4L5 13�oGi5.1��1 45-7p.�� 79.42 564129.5809 139592�.7213 L 4E-78,�0 -93e�� � 564134vaID54 13959�8e1ID42 L 46-98.�� 85vID� � 564B87e631ID 1396B8�e8732 L 46�94.�8 6IDeB� � 5641��.5965 1396�5`�e127B L 47�BB.�d -93.�ID 564162.7767 1395919.2ID34 47-��.Od -78056 564157.4356 13q5932,6156 L 47-1�.�� 88e�� � 5641�5e1B19 1396�91eB598 L 47�14.�� 6�e�B 56411ye1773 1396�66e5265 L 47�75,8� 18�.�� � 564161eB5IDB 1396126e2565 L 47�77.55 -76.35 564228.6625 1395963�3612 I_ A7�8C�.f�� 7�1.�� 564175.31a5 13961�3.9513 L 47�86.dG 82e�C� 564177e929� 139E11�e6�D35 L 47�99.�� 6Qe�� 564198.1459 1396�97e9742 L 48-15.t�� 6IDegB � 564213e9397 13951�4e2638 L 48�75e�GJ 85vID� 564259.5P�38 1396147e3183 L 49�7�.16 -71.15 5644�5.6824 1396039.4497 L 5m-��.00 9m.0� 56437:�.7842 13G62d�.21GJZ L 5��65.�� 95va� 564432e3221 1396228e9�37 L 5ID-75.t�� 115.�8 5(�4434e2131 13`�6251e1843 L 51^BBe�� 115.BB 564457�4391 139526�e4336 L 51�5�.�� 1£3�i.OB 56447�e��29 1��6339e32�B L 52�4�.Of 185.0� F645�4.4452 13-�6362.4639 L 53-75.0� 185e�� 564637e�276 1:i16427e2�D93 L 53-75.�8 -7G.62 5647E1.599'� 13-���189e73BB L 54-8�=�� 125e�� 5643�4e945G L7�14�e4555 PROJECT REFERENCE NO. U-3633 - Preliminary - Location an F'� RMRNE N1 E'�S� MI�N I MHF'w F'n I k��l�' �' 1 N RNU L�? �L I GN ��T�1T I�JN OFFSFT NC���TI I E�ST L 54•25eB�D -150.BP� S�qQ�7eA2@9 1396134e478�3 L 54�5�.�D� 17�.�� 56476��2554 1396441.�217 L 54jE5vIDd 69e82 554864e9181 1396223.7684 L 55�7BeIDID -15�.BID 564992e132� 1396188e125� L 55j7IDeIDID -81e89 564966e9319 1396251e4�5� L 56•58vIDB -92e�� 565ID52e4292 1396274e5671 L 56�75.IDB 6�.�ID 565�11.4628 1396421.947� L 56-7�eD� 18�.00 564964.1&26 1396537.6544 L 57�61e�B 9�e�!� 565B7F�e2282 13q5482.4056 L 57�65vIDID 6B.�ID 565ID91e�346 1396456e8�6� L 57•92vIDID -76eB(� 565174eB55£3 1396345.5�72 L 57�92vIDID 90.00 5651ID1e7301 1396A95.0193 L 57�94.0� 84,�� 565179.4123 1396339.21�2 L 57�95e�D 6�e�m 565117e5806 1396469.2634 L 58��BeIDB -7IDe�B 565178e9121 1396354.531� L 58�ID4e�ID -8�eB0 56'5187e�397 9396347�'3735 L 59�3EvIDB -6BeBB 5E5�78e3c42 1396429.4665 L 59�36.�� 65.�C 5653�8.8314 1396R25.1406 L 59-75.�DB 74.�7 565263.3642 13y6564.52£33 L 59-8�DeBB 6C�.�� 565274e7668 1396555a�812 L 59-85vIDID 79e�� 5E5�E9a4710 139E572e94F5 L 59��9i�eBB �7.�ID 5E527�1e33G7 1.�����566e1058 L 6?�96.�� 92�O�L, 565427,0200 1396699.2739 L 61 -�)6. �D� Et7. �� 565434, �939 13`;6695. 33�4 L 62-7�eBB 88e�B 565484e28�8 139674�.5785 L 62�7IDeIDID 95.�ID 565479e7657 1396745e9277 L 62•82vIDID 88.�� 565493eBB27 1396747e9879 L 62•f32vIDB 95.�� 565488e4538 1396753.3884 L 64�48,�� -76.�� 565725,7305 1396741.IGJ94 L 64�5�e�� 6@e�� 5E5715e7560 139F753e7901 L 64�57e�B -78e�P� 565733e7�5B 1396746e41�8 L 64�59vIDID -68e�t� 565727e9784 1396754e8677 L 64��72vIDID 78.�ID 565631e84G�E3 1396865.5�86 L 64�7R,�� 88��� 565625.9341 1396873.8�13 L 64-8?_.�� 72.�� 566642.8093 1396868,3286 L 64�ci5vID� ti7e�� 565�33e8845 139F88�.7225 L 65-�4e�Q� 6�.�� 565666e�819 1396875=6317 L 65•�4vIDB 7�.ID� 565E58e7418 13`�E882.4231 L 65�56eBID -68e�� 565796eB689 1396828.7326 L 65�56,�� 75,�0 5E58�1�3352 1396824.121� L 65-65eB� -75e�� 5E58B7e4�17 1396831.1738 L 65�65egID -68eB1� 555EQ2a1936 139E83�e76�3 L 67•72vIDID 6�.68 5658'��a5�73� 13=�7B77e329� L 68-I1vIDB -7IDeBB 565�I6JeA617 1�s�i7�22.A997 L 68�14,�� 8�.�� 56597?„�27C 7397�18,376� L 68-?_1.�� -66.�� 565966.883] 1397��2.7122 L 68-24eBP� -76e�iB 565976e4484 1397B28e5284 L 68�4�vIDID -55v0� 56597IDe79L5 1397ID54e316� L 69•E3IDeIDB 62.63 565971e7�12 1397237.1731 L 69�95.�ID 79.OID 565968.9295 1397259.20�2 L G9�95.D� 73��� 565973,5�39 1397255.3176 L 7�-86°aB 8ZD0� 565973e76�3 1397269.5279 L 7��B8eDB 7o.�ID 565979e629� 1397267v17�2 L 72��21egID 77D7ID 5661ID1e2B42 139743Be3f315 L 74•69e5ID �1�2.23 566378e2622 1397563.�3GE3 L 74�76.67 81.46 566363.37C5 1397578.0905 L 74-84v04 -12�e�� 5F64�1e7418 1397569.4843 L 74�88e2D -85e11 566371e6422 1397587.69V71 L 75��BeIDID -11!vIDB 5664ID�e3819 1397588e8�89 L 78•18eBID 6�.�ID 566341e�367 139795�.8742 L 83�46.BB 83.d� 5664E4.538R 1398464,7421 L 83�50.Bm 6�.�m 566487.750d 1398462.24�1 L 8�-76e�� 39e�B 5664E7e�448 13984`�5a233� L N3-�i2e�B 6�.�8 56549Ga5749 13�8473e'��32 L 85���s9eBD 72.�ID 5665�'oa3372 13�;8647�2�43 L 55��9eNN 6�e@L� 5EG53��eH719 135�36�k3.�i5� L 86�6�.�D� 84�42 566549.7679 1� 8766 9�73 L 86-6�;e10 89e2� 5E6547e6828 13 f�7l1.0226 L 86�72e�ID 84e5B 566553eBB�3 li �'774,�_���� L 87-35e25 1ID8e28 566547e5886 li,�.24_�85�3 SHEET NO. 7F �� ICN __Y - Y Y Y Y Y Y Y Y Y Y Y Y Y Y H��w MP��K�� �� h�uN � i N�No c�w ST�T I ON OFFSET NOI;TH 15•9�e68 35.0� 561177e519B 19��2,18 35.�� 561361,5349 19�2�e�0 37e62 561433e2763 19�E3e97 35e�� 561392e58S� 21-9Ee49 -35e�� 561532e9893 22•E5e11 35.�8 561468e9414 22�65.11 -35.BB 561538.92�2 23-15.�� -3�.0� 56154�D.1491 23-2!�e BID 35. �i� 56147Be 2935 24-8�°IDB 4�.�� 5614E9e235g 24-85e8ID -4IDe�� �G1549e3347 �q-12eb7 -3IDe�� -615AJe87,2 Lti-i2�.`�';t -45.�� "�(-115_�`�i.d747 2)�21e39 40e�� 56148C�e1V73 29�21.68 30.�� 56149IDe11�5 ERST 139472�.19�d 1394969.1GJ�� 1394938e0143 1395ID12e5155 139�2�8e48t�4 1395282e5381 13952t3B.8140 13�533�.6931 1395337e4157 I t=�.�.4'=17e49�3 �j�-bID�et184 '. � ��8, i�r5 i !?s.3i9� 1395y38e7453 1395938e7928 PERMRNENT EASFMENT MRRKER IRON PIN AND CAP ��IGN STATION �FFSET NORTH EAST Y 21�OO.BO 46.00 561433.48�5 1395132.837I Y 21-��.�� 35.�� 561443.9493 13�5129.5884 Y 21-63eBID 35.8� 551458e4256 1395187e�82B Y 22�75e�B -35vIDB 561539�1639 139529�e7B53 Y 24•74e27 -54egB 5E1563ea662 1395439e44�4 Y 24�74e94 5�.0� 561459e1143 .395492e68�9 Y 24-87,mB -54.4� 561563,3797 13955�2,173� Y 24�87e�B -4Be�B 561549e3840 13955ID2.5178 ROW MRRKER IRON PIN RND CRP RLIGN STRTION OFFSET NORTH ERST Y2 10�6�eBB -34e72 561413eB161 1394831e0872 Y2 11•35vIDID -3IDeE6 561482e5919 1394875e96�1 Y2 11�35°IDID 29.3�' 561451e3525 1394927e1861 ROW MRRKER IRON PTN RND CRP IGN STRTION OFFSET NORTH ' �GST Y4 11-��vIDID 17e5� 562626e7357 :3�i�.��17e1158 Y4 11-�IDeIDID -17e5� 5E266IDe4979 __-5�2Ee3417 �� P Y4 11�OGJ.Bm 36.�� 562678.3453 1395531.2157 Y4 11-�5eB� -17e5�i 562E59�181�� 1395�31e1649 Y4 11-1�e@B -4�ie�B 562E77e5679 13'�5641a9194 Y4 11��16eRID -17e5� 5E�E�6e28�6 i395541e775�7 ROW MARKER IRON fI� RND CaP IGN STRTION OFFSET NORTH ERST Y5 15�65.0� 30.�� 563183.3686 1�955��.6217 Y5 16���eBB -3�e�� 563228e1�7� 1395553e7581 Y5 17�81e67 -17e5� 563155e2514 1�i9572IDe5463 Y5 17•81e67 17.5� 563122e2892 13957ID8e878� PERMANENT EASEMENT M�RkER IRON PIN AND CAP R�IGN STRTION OFFSET NORTH ERST Y5 15-73e�� 3me�� 563237e1854 1395528.3301 Y5 15�74eDB -4Q�ePB 56324Be2669 1395532e6342 Y5 15�83vIDID -3IDe�� 563233e8231 1395537e7478 � Y5 15•84°IDID -4�e�� 563242e9B45 1395542 052� �' Y5 17�81.00 60.�� 563�82.�882 1395693.9585 - Yb 18-59.0� 17.5� 563�92.8�63 �395778.�761 � r� � S UR VEY C01�TR OL SHEET Right of Way and Permanent Easement Monuments how MH� ��� i H���v � i N Ri�u ��a� �a�T 13759�3e8189 PERMF�NENT ERSEMENT M�IRKER IRON PIN RND CRP RLIGN �TaTION OFFSET NORTH ERST Y6 11�76,�� 3IDeIDB 563534e4697 1395915vE8ID5 PERMRNENT ERSEMENT MRRKER IRON PIN RND CRP ALIGN STATION OFFSET NORTH ERST Y7 16�96.�� -3�.8� 563955.9478 1395838e44B1 R�JW MaRKER IRON PIN RND CqP qLIGN STRTI�N l7FFSET NORIH ERST Y8 18-7�.BB 5BeBB � 565355e9341 1390617e2911 Y8 lID-7ID.�B -5�.BID 565435eNZ7ID 1396678e482D Y8 1��84.J0 -30.�� � 5654�8.9192 1396678,F227 Y8 1��87,00 50.�� 565421e3257 139669ae7167 Y8 11�5Z.�f� -22eBB I r55338e57�r� 1:5957�5e5155 Y� 11�52.�� -42.BB 5E535�e�15� 13967�`1e9229 RC1W M�RKFR TRON PTN �N� CAP PERMRNENT ERSEMENT MARKER IRON PIN AND CRP RLIGN STATION OFFSET NORTH ERST Y9 11^52.�� 2IDeBB 565492.4993 1396489e22ID7 Y9 11�6P�.�� 4�.�� 565471.5232 1396484,3312 Y9 11�73.0� 2me�� 5654B�e47g, 139�506e4384 Y9 11�78.�� 35e�� 565465e3177 13965B1e952B MQNFNT FqSFMFNT MRRKFR TR�N P pATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED Br NCS FOR MONUMENT "MADORA" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 566623.601(ftl EASTING: 1395742.4641ft) ELEVATION: 654.061ft1 THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT IGROUND TO GRID1 I5: 0.999846 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZ�NTAL CROUND DISTANCE FROM "MADORA" TO -L- STATION 19+51.40 PT IS S 3°38'08.0° W 5128.693' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 - Preliminary - RLIGN Y11 Y11 Y11 Y11 Y11 Y11 Yll Y11 Y11 Y11 Y11 Y11 Y11 Y11 Y11 Y11 Y11 Y11 Y11 Y11 Y11 PROJECT REFERENCE NO. U-3633 Vi� W MRFiK�I� 1 h'UN N 1 N �NU C�N �TqTION OFFSET NORTH 14•44e29 -65eB� 566533e7768 14�65.m� 45.�G 5665�4.8854 16�39e53 55.�� 566381e32�9 15�4BeBB -E�e32 56E462e9ii48 15-4�e13 25.�0 5664B2e2346 16•B5eB1 55.�ID 566335e4313 17�20.BB 55.�� 566253.79I9 17-45.�� -5@��D� 5�,6317.�283 19�3�e8F -45e�� �5F135e5569 19�a8e�E 35e��i �F�E�E'=�7e8�75 2� � 11 e35 -45e �� �r ��7i �S=3G 20-11e35 3�.�� r;Q i �-�2�i 27-�7.19 -45.�� �i,:'�.i` "�/4/ 21-�7e19 35°O�D 565953e1858 21�25e23 25.�8 565938e6275 21�25e29 35e�ID 565935e796� 21=71vID�7 -25e(�0 5F59ID8e5229 21-9�.0� 25.�� 565885,4645 22-2�.88 -4�.�� 5E5864.7564 22-45e86 25.BB 565822e7316 22�45e89 2�e�B 565824eB916 ��:: I 1397239e�1�77 139724�.6963 1397224.�226 1397385.44�5 1397245e5397 1397269.9£335 1397358.9612 139745�.2143 13`i75S2.9744 13�,749Z.4823 1 `'�.7F9��5771 13�'7516e9278 1397624,3252 1397547e4645 1397562e�757 1397552e4848 1397622e8dS33 73q7629.465� 1397651.�557 1397595.5334 13976B�e3449 PERMRNCNT ERSEMENT MRRKER IRON PIN RND CRP R�IGN STRTION QFFSET NORTH ERST Y11 15-�8.4� 25.d@ 565424,6886 1397222.7278 Y11 15-3�e�1� -58e22 56646`�e5825 1397296e791B Y11 15-3IDeIDB -74eB� 566479e8182 13973B7e8699 Y11 15�39e97 33DIDID 566396e6575 1397239.8�17 Y11 15�4IDeIDB -74�e(�� 5F6472e7148 1397315.8632 Y11 16�37.73 55.�� 566312,2016 1347293.(�249 Y11 17�4�e�m 79.�8 5E6222e6338 1397347e9486 Y11 19�33eB� -66e�� 566151e�177 1397579.6756 Y11 19�33eBID -52e9a 566145e941Et 1397567.6�83 Y11 1G�38eBB 56.11 SG6@99e�895 1397469,�4�8 Y11 19�45.�ID -65.�0 55E13S.5E78 1397583.4039 Y11 t9-45.40 -58.�� 5GG136.f3552 1397576.95�8 Y11 2�-72e54 -45e�1� 5E6�1�e172ti 1397613.4�'�ki Y11 2��72e95 -53e�a 56E.�1,12e3999 139762 L 1715 Y11 22�57eB� -2BeB� 565�s24e51�2 13�37641.8575 Y11 22-57eBB -38eB� 56582`�e5B27 1397657.1513 Y11 22�67.5� -38.�� 565819.4147 1397662.�636 Y11 22-67e50 2�Ie�� 565814e4221 1397644.7F78 Y11 22-78eBB 2�.BID 5E5793e2397 13976�9a2514 Y11 22�78eBID 4�.BB 565787e6925 13�7�1ID.�36G ROW MARKER IRON PIN AND CAP R�IGN STRTION OFFSET NORTH E'��T Y12 t��9�.�0 45.�0 5663�9.5877 1397926.845� Y12 13�42eBB -51e87 5E6532e�521 1397773.85�7 Y12 14�3IDeBP -35eB� 56EE26e�387 1397812.8512 Y12 14•95e68 -35e�� 56669�e7994 1397846e9572 Y12 15-25eBB -3Be�� 566712e2973 1397867.5168 PERMRNENT EqSEMENT MRRKER IRON PIN RND CRF RLIGN STRTION OFFSET NORTH ER�T Y12 1��77eBB 8�.BB 566315e6794 1397963.681� Y12 IB�78eBID 5�.�8 5663ID1e6534 1397937.1429 SEE SHEET IC FOR NOTES. SHEET NO. iG 6 Q. � P A V E M E N T S C H E D U L E `° (PRELIMINARY) E 4 PROP. APPROX. 5%p" ASPHALT CONCRETE BASE COURSE, TYPE 625.OB, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.SA, PROP. APPROX. 6° ASPHALT CONCRETE BASE COURSE TYPE B25.06, C 2 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO E 5 AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. 3" LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, C'3 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO E 6 /aT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 1%Z" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER � „ THAN 5/2 IN DEPTH. � 1 PROP. 8" AGGREGATE BASE COURSE. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 59.58, C�j AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO R1 1'-6" CONCRETE CURB AND GUTTER. LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 59.56, CEj AT AN AVERAGE RATE OF 172 LBS. PER SQ. YD. PER 1" DEPTH. TO R 2 2'-6" CONCRETE CURB AND GUTTER. BE PLACED IN LAYERS NOT TO EXCEED 1%2�� IN DEPTH. PROP. APPROX. 2�/p" ASPHAIT CONCRETE INTERMEDIATE COURSE, 5" MONOLITHIC CONCRETE ISLAND (KEYED IN). D1 TYPE I19.06, AT AN AVERAGE RATE OF 285 LBS. PER sa. vo. R 3 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, D 2 S 4" CONCRETE SIDEWALK. TYPE I19.08, AT AN AVERAGE RATE OF 456 LBS. PER S�. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" D 3 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%p" IN DEPTH OR GREATEP THAN 4" IN DEPTH. E1 PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE 625.06, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. E 2 PROP. APPROX. 4'� ASPHALT CONCRETE BASE COURSE, TYPE 825.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. E 3 PROP. APPROX. 4%2" ASPHALT CONCRETE BASE COURSE, TYPE B25.06, AT AN AVERAGE RATE OF 573 LBS. PER SQ. YD. 10' 5' 4' 2' S �qR 6„ _ ?y TO 4 � O.o2 � R2 GRADE TO THIS LINE o, 5' 4' 2' q � � 6„ qR?�TO � � � 6„ R2 o.oz —�-i .. LL v �' GRADE TO THIS LINE o�' m 02 12' T EARTH MATERIAL. U EXISTING PAVEMENT. U MILLING ASPHALT PAVEMENT W WEDGING (SEE DETAIL 1 AND DETAIL 2) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. � -L- NC 273 72'-0" TO 89'-6" 16'-0" TO 29'-b" 8'-0" TO 14'- " VAR. 8'-0" TO 1� SEE ,.,,,..,� VAR_FOR 12' I � 0.02 I —� 0.02 — — 0.02 — — I 0.02 � —� — — W V �$ EXIST. VARIABLE TYPICAL SECTION NO. 1 � -L- NC 273 11' 12' SEE DETAIL 3 T=6" FOR NARROW WIDENING CS W 0.02 � 0.02 y Y �13" � � 13"� C� —L—, —Y11— C� EXISTING PROIECT REFERENCE NO. U-3633 ROADWAY DESIGN ENGINEER Detail Showing Method Of Wedging DETAIL 1 � —�—, —Y—, —YZ—, —Y6—, —YB—, —Y10—, —Yll—, —Y12— l0'-0" 10' 14' W/GUARDRAIL 11' 5' 2' 4' S' SEE DETAIL 3 6„ 'OR NARROW �WID NING 5 D R2 6„ 0.02 o.oz - ` �"�R. ?� I T 8" E� �� b T 5 � 4'I GRADE TO THIS LINE 23'-0" 30'-0" 10' 14' W/GUARD 11'-6" 11'-6" 12' 11' 5' 2' 4' 5' 1'-6" SEE DETAIL 3 - FOR NARROW 6" _ _ WIDENING 6�� POINT 6„ � W o.oz o.oz 0.02 � T — — —T 13" — — E5 U ES — GRADE T THIS LINE EXIST. VARIABLE TYPICAL SECTION NO. 2 J �8;( GRADE TO THIS LINE Detail Showing Method of Wedging DETAIL 2 6„ C5 Dz w T R2 E5 13„ GRADE TO THIS LINE fYPICAL NARROW WIDENING PAVEMENT ' DETAIL 3 SHEET NO. 2 :MENT DESIGN ENGINEER PRELIMINr+�RY FLANS DO NOT USE FO CONSTROCTION 3" MIN. USE TYPICAL SECTION N0. 1 —L— STA. 18 + 65.00 TO 23 + 30.00 —L— STA. 59 + 04.45 TO 82 + 10.00 �k SAWCUT EXISTING PAVEMENT WHEN CURB AND GUTTER IS PLACED AT THE FACE OF EXISTING PAVEMENT. USE NARROW WIDENING PAVEMENT DESIGN AS NEEDED. USE TYPICAL SECTION NO. 2 —L— STA.23+30.00 TO 59+04.45 � NOTE: TEMPORARY PAVEMENT (°C5" & "E5") SEE TRAFFIC CONTROL PLANS FOR LOCATION: —L— STA. 31+61.22 TO 32+79.06 —L— STA.26+56.81 TO 31+01.44 6 Q. � � � � a 0 �-L- 12' 8' VAR. 36' - 60' 4 SEE DETAIL 4 FDPS OR NARRO __ __ 8' SEE DETAIL 4 4� NARROW WIDENING FDPS C5 p � �I I I I� 0.02 0.02 � I 0.02 �,p �� � l 2 �� �� A O 4� VPR T 6" Et 18�� � � 18" Et „ n GRADE TO THIS LINE EXIST. VAR. 24' - 36' TYPICAL SECTION NO. 3 �-Y- TUCKASEEGE RD. 10' VAR. 14' TO 18' VAR. 14' TO 18' 10' �qR 2, 2, - ?'I r 6 GRADE 6 � q. R2 py CS POINT �5 CS pZ R2 � 0.02 � 0.�2 �.�2 � � �- � GRADE TO THIS LWE ��R�'�T O S 7 6„ EZ ��„ � � ��„ EZ 6„ T O q,� EXIST. 24' - �-� GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION NO. 4 � Y- TUCKASEEGE RD. 6' 8' VAR. 12' TO 18' VAR. 12' TO 18' 8' GRADE VqR C5 C5 W pOINT C5 ?�� T o oa � 0.02 0.02 � o.oa V 4.� 3,� --- - AR• 2:7 T T p 11" � � 11" p T -� �� E2 � EXIST.24' E2 GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION NO. 5 (; -Y2- OLD NC 273 �� _ 10' _ . _ 14' _ I _ 12' _ . _ 8' _ . _ 6' _ . 6„ R2 CS CS w POINT CS b•1 O Q.� o�az � 0.02 OA2 � o.oe 'L'�� -" ��O - - _ - 3:� JP�. (L �' T `lP' ._ .E4 8.5"� � 8.5" E4 T GRADE TO THIS LINE � �� EXIST.24' GRADE TO THIS LINE TYPICAL SECTION NO. 6 8� 4' CS D2 FDPS 0.02 13" T ES GRADE TO THIS LINE TYPICAL NARROW WIDENING PAVEMENT DESIGN DETAIL 4 USE TYPICAL SECTION N0. 3 -L- STA 82+10.00 TO 90+00.00 USE TYPICAL SECTION NO. 4 -Y- STA 15+50.00 TO 23+64.31 -Y- STA 24+36.65 TO 24+74.10 NOTE: -Y- STA. 15+50.00 TO 15+84.32 TO BE MILLED AND RESURFACED USE TYPICAL SECTION N0. 5 -Y- STA. 24+74.10 TO 28+82.00 USE TYPICAL SECTION N0. 6 -Y2- STA.10+22.61 TO 11+25.00 -Y2- STA. 14+75.00 TO 19+35.15 �c SAWCUT EXISTING PAVEMENT WHEN CURB AND GUTTER IS PLACED AT THE FACE OF EXISTING PAVEMENT. USE NARROW WIDENING PAVEMENT DESIGN AS NEEDED. PROIECT REFERENCE NO. SHEET NO. U-3633 2-A ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PRELIMIN RY FLANS DO NOT USE FO CONSTROCTION PAVEMENT SCHEOl1LE C2 3�� SF9.SA C3 VAF. OEPTH SF9.SA CS 3" 59.58 G6 VAF. DEPTH S9.56 D1 2J2�� I19.OB �2 4" I19.08 D3 VAF. 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A �ep`- N� BS z V A � ,� /- o ���� � � � � �� / � C: N% �@ �\ �/ I I J / � �� (� / �G�N� I I III �rN / i 1 r �Z ��� i C \\ ��/C/ I Ils� I I � r�,__NC � ' � / � �°-` �� 1 � a� P" �� � �I � �- � � � �/ / / ��// / // ,.-,-. \ \I�SF� \�c�.N � �SN \\� 9 \SOKeUSz�ON � III I�II�, II.. \��__ PARCEL No. 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 48 49 50 51 52 53 54 55 59 60 SHEET No. 4 4&10 4 4 4&10 4 4 4 4 4 4 4 4 4&5 4 4 4 4 4 4 4 5 4 5 5&6 5 5 5 5 5 5 5 5&6 6 6 6 6 6 6&7 6&7 6&7 6&7 6&7 6&7 7 7 7 7 7 7 7 7 7 7 7&8 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL INDEX SHEET PROPERTY OWNER NAME KRISHNA INC. WANDA W. MCELVEEN AND RONALD S. WOOLWINE EARL A. CUNNINGHAM JOEL R. AND PATRICIA P. HUBBARD DONALD AND CHERYL DOSTER W & B CORPERATION DAN M. BOYD III BEEBE ENTERPRISES, LLC AUTENINVESTMENT PROPERTY MANAGEMENT PARTNERSHIP,JEAN B.AUTEN VU VAN-THUONG AND LISA TRINH ROBERT S. AND EDWINA G. WESTON DAVID L. AND CLEMMIE D. MARROW NOAH H. HUFFSTETLER III EDWARD C. AND CONNIE MAULDIN BOYD F. AUTEN BRYCE C. AND COLLEEN B. BEACH, TIMOTHY C. AND LISA A. BEACH JIMMY L. AND NANCY S. RAGAN JOHN ANDERSON KENNETH R. AND AMY M. HARRIS MERIDITH H. MCBRYDE CORA LEE K. GOSNELL HEIRS MACON A. ALBERTSON AND WIFE, DEBBIE D. ALBERTSON RICHARD E. AND ANN C. BROWNE ROBERT I. CONNELL HARVEY L. AND CAROL R. THOMAS JIMMY M. AND JEAN CLYBURN JEFFREY A. AND LEAH Y. ROBERSON LESTER O. AND RUTH B. MUNDY MARY VANESSA S. WEBB COMAVA, LLC JOHNSON GULZAR AND WIFE, KIMBERLY D. SIGMON DALE K. AND CARRIE H. FENNELL JOHN AND JENNIFER SUTTLE R. CRANDELL JR. AND MARY M. YON DAVID C. FLETCHER DAVID C. FLETCHER CARLOS F. AND MYRTLE A. DAVID ROBERT N. AND SUE G. NEFF MATTHEW G. AND KATHERINE M. MALTA39 CHRISTOPHER B. AND PAMELA LOFTIN WILLIAM A. WHITMAN RAUL C. AND ELENA P. AIZCORBE TRIANGLE REAL ESTATE OF GASTONIA, INC LINDA J. ROBINSON ROBERT O. AND ANN A. WYATT J.P. AND LOUISE S. GUIN WILLIAM H. STEWART JR RAYMOND J. DIMMER RAYMOND J. DIMMER THE DALES GROUP, LLC THE DALES GROUP, LLC THE DALES GROUP, LLC HARRELL H. JR AND JOANNE S. RICK FREDDIE W. WHITE TRUST HUBERT R. BROOME SR AND HUBERT R. BROOME JR MCDONALD'S CORPORATION TRIANGLE REAL ESTATE OF GASTONIA, INC ANDREW S. AND DAWN H. WILLIAMS PARCEL No. 61 62 63 64 65 66 67 68 68A 68B 68C 68D 69 70 71 72 73 74 75 76 77 78 79 80 81 82 82A 83 85 86 87 88 89 90 91 92 94 95 96 97 98 SHEET No. 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 7&8 7&8 8 8 8 8 8 8&9 10 10 10 10 10 10 10 10 10 10 8 8 4 PROPERTY OWNER NAME ANDREW WILLIAMS, ETAL 1942, LLC LARRY D. AND PATRICIA COX LARRY D. AND PATRICIA COX LARRY D. AND PATRICIA COX WEB-WOOD, INC WEB-WOOD, INC RALPH J. AND VINETA M. BEATTY MOUNT HOLLY CHURCH OF GOD RICHARD M. AND LUCY R. PENEGAR TRUSTEES OF MT. HOLLY CHURCH OF GOD GREGORY S. AND RITA H. FARMER KEVIN AND CORRINA DEVIN DORTHY W.BEATTY NATVARLAL B. AND SARALABEN N. PATEL ALVIN RANKIN JR DONALD R. AND EVELYN R. FLOYD ANGELA FOX-PUTNAM FRANKE A. BELL LTR, LLC ROBERT C. WHITT FIRST GASTON BANK THE DALES GROUP, LLC MOUNT HOLLY CAPITAL, LLC GREGORY S. AND CLARA P. FARMER SPRINGS CROSSING, LLC KONSTANTINOS I. AND MARIA PITSONIS KONSTANTINOS I. AND MARIA PITSONIS AMERICAN AND EFIRD MILLS, INC. KRISHA INC. NANCY M. DUNCAN NATALIE KINNEY PHILIP D. AND DARLENE H. HARRIS LAURA A.FERGUSON CITY OF MOUNT HOLLY CITY OF MOUNT HOLLY SYLVIA HELLARD EDD, LLC JAMES A. AND WANDA W. MCELVEEN GREGORY S. FARMER MT. HOLLY BOARD OF ALCOHOLIC BRUCE F. AUTEN � PROIECT REFERENCE NO. SHEET NO. � �0 a. %��/� a� JiIANITA ��LINSr:� � WILLIAM F. AND N�� � �9 i�e U-.3EJ'.3 �I � o � "` pB T22 6M MARY N. ADAM$ �� O \ / ��l � . ,� �% OB �260 PG 592 ry/P // ,�� RNJ SHEET NO. x tvT �/ � �� \\\�� �� � t .y't�? / / // ROBERT L. AND � ROADNGIN DRSIGN ENGINEERS �� � � CNARLES�ONES i� � , �� � � ABBY F. 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ISLAND \ SEE SHEET 2-C FOR TRAFFIC DIAGRAM J` SEE SHEET 2-F FOR INTERSECTION DETAILS SEE SHEET 12 FOR -L- PROFILE o� SEE SHEET 16 FOR -Y7- PROFILE : �� SEE SHEET 16 FOR -DRI- PROFILE SEE SHEET 16 FOR -DR2- PROFILE �1 J U � � z w � m � O � � � � a � W � O W ¢ � � ob o- : 0 � ? o � � ; \ m °� � # � * v co � W U m � w U � � �1 � � � � = 4 W tYi� O 2 � W m 2 � � J O � O � W � ti 2 � � R � � � � p � � c�o � � � a � x � � � � W 2 � U � � � x � � O o "`' v, � W W � � Q � # U � � oh Q W � � # � o W � � a � J W � w�� � ti � � a a� o O 2 Z � j m � p � U � j � o p W o � � � � � � � � R � 3 : 3 � � � � � IPROJECT REFERENCE NO. SHEET NO. I U-3633 7 ILW SHEET NO. j I�Yg-3g ROADWAY DESIGN HYDRAULICS o �!�OQ� ENGINEER ENGINEER M O V CNRiSTOPNER B. AND � � /� $ PAMELA LOFTIN - - `- DB @28 PG n6? I / PRELI MINARYS PLANS 40 g -Yg- Sta. 11+66.80 P�PE � BEGIN CONSTR. -yg- pQT StO. 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