Loading...
HomeMy WebLinkAbout20120673 Ver 3_R-2707C Phased Mod Cleveland January 11, 2017_20170111Tf'�l�S�Qf-lp��c7rT January 11, 2017 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mr. Steve Kichefski NCDOT Coordinator RO�Y C�7�1PER c�,-4,����� M]�1�f4�L L. HC�L��R �=i<,,�nq� '�ry; Fr�r�,r;: Subject: Application for Modification to the Section 401 Individual Permit and Section 401 Water Quality Certification for Section C of the proposed US 74 Shelby Bypass in Cleveland County from just west of the First Broad River to just east of the NC 150 Interchange. Federal Aid Project No. NHF-74(14), State Project No. 8.1801001, WBS Number 34497.1.2, Division 12, TIP R-2707C. Debit $570 from WBS Number 34497.1.2. Reference: USACE Individua1404 Permit Action ID SAW-2009-01449, issued April 12, 2013. NCDWR Project No. 20120673 Certification No. 3941, issued September 18, 2012. Individua1404 Pennit Modification issued October 23, 2013. 401 Water Quality Certification Modiiication issued August 9, 2013. Amended Biological Opinion issued November 9, 2012. Dear Sir: The purpose of this letter is to request a modification to the United Stated Army Corps of Engineers (USACE) Section 404 Individual Permit and North Carolina Division of Water Resources Section 401 Certification for the above referenced project. The original 2012 permit application (submitted July 9, 2012) and subsequent permits (referenced above) presented final impacts for R-2707A, R-2707B and preliminary impacts for R-2707C, R-2707D and R-2707E. This modi�cation presents the final design impacts for R-2707C. Please see the enclosed ENG form, Division of Mitigation Services (DMS) mirigation acceptance letter, permit drawing review minutes (4B and 4C), stormwater management plan (SMP), permit drawings, and roadway plansheets for Section C. �`'i"Nofihing Cam�ares �_ State of North Carolina � Department of Transportation I PD�A-Natural Environment Section 1020 Birch Ridge Drive, 27610 I 1598 Mail Service Center I Raleigh, North Carolina 27699-] 598 919-707-6000 T 919-212-5785 F Summary of R-2707C Jurisdictional Impacts: The preliminary design impacts projected from the 2012 permit application for R-2707C were 7,274 linear feet of permanent stream impacts, 0.92 acres permanent impacts to wetlands and 2.96 acres of temporary stream impacts. Final design impacts far R-2707C are 7,644 permanent impacts to streams, 0.94 acres of permanent impacts to wetlands and 3.09 acres of temporary stream iinpacts. The increases in impacts from preliminary to final design are due to the following: Two additional sites were added (Site 1— bank stabilization for the First Broad River bridges & Site 20 — JS crossing not addressed in preliminary design) Bank stabilization was added at upstream ends of major cross pipes Totals of the individual water resources impacted by each section can be found in Table 1. Table 1— Summar of Wetland Im acts for R-2707 Design Wetland Wetland Impacts Section Stage wetland Impact Type Impact Area Requiring (ac) Miti ation (ac) Perm. Wetland Fill 0.35 R-2707A Final Excavation in Wetlands 0.03 0.43 Mechanized Clearing in Wetlands 0.05 Perm. Wetland Fill 3.37 R-2707B Final Excavation in Wetlands -- 3.62 Mechanized Clearing in Wetlands 0.25 Perm. Wetland Fill 0.91 R-2707C Final Excavation in Wetlands 0.01 0.94 Mechanized Clearing in Wetlands 0.02 Perm. Wetland Fill 0.38 R-2707D Preliminary Excavation in Wetlands -- 0.40 Mechanized Clearing in Wetlands 0.02 Perm. Wetland Fill 0.66 R-2707E Preliminary Excavation in Wetlands -- 0.66 Mechanized Clearin in Wetlands <0.0] Total 6.05 R-2707C Individual Phased Permit Modification Application Page 2 of 9 Table 2— Summar of Stream Im acts for R-2707 Design Impact Temporary Stream Iinpacts Section Stage Stream Impact Type Length (1� Impacts (ac) Requiring Mitigation (1� Permanent Fill 1,489 -- R-2707A Final Bank Stabilization gl __ 1,489 Tem orary -- 0.03 Permanent Fill 3,535 -- R-2707B Final Bank Stabilization 85 __ 3,535 Temporary -- 0.13 Pern�anent Fill 7,126 -- R-2707C Final Bank Stabilization 518 -- 7,126 Teinporary -- 0.08 Permanent Fill 5,840 -- R-2707D Preliininary Bank Stabilization '76 __ 5,840 Temporary -- 0.07 Permanent Fill 2,805 -- R-2707E Preliminary Bank Stabilization 39 2,805 Tem orary -- 0.01 Total 21,758 0.34 20,795 Summary of Utility Impacts: There are currently no impacts associated with utility relocations in C Section of this project; however, Duke Energy has not released any final plans for a new pipeline near the project. Summary of Miti�ation: Mitigation for impacts resulting from the Section C will be provided by DMS. See tables 5 and 6 for a summary of the mitigable impacts resulting from this Section. Total mitigable impacts for Section C include 0.94 acre of wetlands and 7,126 linear feet of stream. NEPA DOCUMENT STATUS The Final Environmental Impact Statement (FEIS) for the US 74 Shelby Bypass (R-2707) was approved January 25, 2008 with the Record of Decision (ROD) being approved December 1, 2008. A Right of Way Consultation was completed in September 2014. Additional copies will be provided upon request. In compliance with the NEPA/404 Merger Process, Concurrence Point 4B was reached for R-2707C on September 8, 2003. Concurrence Point 4C was reached September 21, 2016. PROJECT SCHEDULE The project is permitted in phases due to project size, funding and TIP schedule (see Table 3). Sections A and B were permitted together in 2013. Section C of this project is scheduled to let on May 5, 2017 with a review date of March 28, 2017 and is covered in this phased permit modification request. Section D lets in January 2, 2030 and Section E lets December 21, 2021. R-2707C Individual Phased Permit Modification Application Page 3 of 9 Table 3- Pro'ect hasin for US 221 Widenin (R-2707) Section Approximate Section Limits Approximate Construction Length Letting R-2707 A West of SR l 162 to west of SR 1314 3.93 miles May 2013 R-2707 B West of SR 1314 to west of NC 226 3.17 miles Apri12014 R-2707 C West of NC 226 to west of NC 150 4.79 miles May 2017 R-2707 D West of NC 150 to existing US 74 west of SR 2238 4.09 miles Feb 2015 R-2707 E Existing US 74 west of SR2238 to west of SR 1001 2.64 miles Sept 2019 TOTAL 18.62 miles IMPACTS TO WATERS OF THE U.S. Tables 4 and 5 summarize the impacts to jurisdictional water resources for the final design of R- 2707C. Site numbers correspond with the permit drawings included in this application. The stream and wetland numbers correspond to the 2009 Reverification package. A brief description of each impact site will follow the tables. Table 4- R-2707C Wetland Im acts* Wetland Wetland Permanent Fill in Excavation Mechanized Hand Impacts Site Number Size (ac) Wetlands (ac) (ac) Clearing (ac) Clearing (ac) Requiring Mitigation (ac) 5 bwb** 0.02 0.02 -- -- -- 0.02 6 bwa** 0.19 0.19 -- -- -- 0.19 8 qa** <0.01 <0.01 -- -- -- <O.OI 12 bxf* * 0.14 0.14 -- -- -- 0.14 16 bwj ** 0.45 0.45 -- -- -- 0.45 19 bwt 0.09 0.02 <0.01 <0.01 -- 0.02 2l b a 1.56 0.08 <0.01 0.02 0.11 Totallmpacts 0.91 0.01 0.02 -- 0.94*** * All wetlands impacted are riparian ** Total take of wetland *** Values are based on rounding, due to calculating totals with actual numbers to the thousandths Table 5- R-2707C Stream Im acts Stream Name & Impact Temporary Stream Mitigation Site Intermittent (I) or Impact Type Length Impacts (acres) z Perennial (P)' Id' (linear feet) (feet) Requirement Perm. Fill -- -- First Broad River l �P� 4-7 Bank Stabilization 19 -- -- Temp Fill -- 0.05 (30') -- Perm. Fill 358 -- USACE & DWR 2 UT to First Broad 4-10 Bank Stabilization 22 -- DWR River(P) Tcmp Fill -- <OA1 (60') -- Perm. Fill 322 -- USACE & DWR 3 UT to First Broad 4-11 Bank Stabilization 39 -- DWR River (P) Temp Fill -- <OA1 (30') -- R-2707C Individual Phased Permit Modification Application Page 4 of 9 1 aple 5 l;OntlnueU — K-L /U/l; �tream lm acts Stream Naine & Impact Temporary Stream Mitigation Site Intermittent (I) or Number Impact Type Length Impacts (acres) Requirement� Perennial (P) (linear feet) (feet) Pcrn1. Fill 340 -- USACE & DWR UT to First Broad 4 4-13 Bank Stabilization 55 -- DWR River (P) Temp Fill -- <0.01 (31') -- Perm. Fill 163 -- USACE & DWR UT to First Broad 5 4-15 Bank Stabilization 25 -- DWR River (P) Temp Fill -- <0.01 (16') -- Perm. Fill 498 -- USACE & DWR UT to First Broad 7 4-17 Bank Stabilization 50 -- DWR River (P) Tem . Fill -- <0.01 (26') -- Perm. Fill 245 -- USACE UT to First Broad g River (I) 4-20 Bank Stabilization 33 -- -- Temp. Fill -- <0.01 (31') -- Perm. Fill 163 -- USACE UT to First Broad 9 River (I) 4-28 Bank Stabilization -- -- -- Temp Fill -- -- -- Perm. Fill 328 -- USACE & DWR UT to First Broad 10 4-21 Bank Stabilization 44 -- DWR River (P) Temp Fill -- <OA1 (26') -- Perm. Fill 294 -- USACE & DWR UT to First Broad 11 River (P) 4-26 Bank Stabilization -- -- DWR Temp Fill -- <0.01 (l 8') -- Perm. Fill 161 -- USACE & DWR UT to First Broad IZ River (P) 4-23 Bank Stabilization -- -- -- Temp Fill -- <0.01 (23') -- Perm. Fill 1,274 -- USACE & DWR 13 UT to First Broad 4-22 Bank Stabilization -- -- -- River (P) Temp Fill -- <0.01 (22') -- Perm. Fill 384 -- USACE & DWR � 4 UT to First Broad 4-24B Bank Stabilization -- -- -- Rivcr (P) Temp Fill -- <0.01 (15') -- Perm. Fill l76 -- USACE UT to First Broad 15 4-24A Bank Stabilization 17 -- -- River (I) Tcmp Fill -- <OA1 (32') -- Perm. Fill 453 USACE & DWR 16 UT to Hickory 5-1 Bank Stabilization 20 -- DWR Creek (P) Temp Fill -- <OA1 (86') -- Perm. Fill 533 -- USACE & DWR � � UT to Hickory 5-3 Bank Stabilization 35 -- DWR Creek (P) Tcmp Fill -- <0.01 (38') -- Perm. Fill 747 -- USACE & DWR 18 Hickory Creek (P) 5-7 Bank Stabilization 69 -- DWR Temp Fill -- <0.01 (25') -- R-2707C Individual Phased Permit Modification Application Page 5 of 9 Table 6 Continued — R-2707C Stream Im acts Stream Name & Impact Temporary Stream Mitigation Site Intermittent (I) or Number Impact Type Length Impacts (acres) Requirement� Perennial (P) (linear feet) (feet) Pcrn1. Fill 64 -- USACE � g UT to Hickory 5-8 Bank Stabilization -- -- -- Creek (P) Temp Fill -- <0.01 (29') -- Perm. Fill 235 -- USACE & DWR UT to Hickory 20 5-3 Bank Stabilization 27 -- DWR Creek (P) Temp Fill -- <0.01 (31') -- Perm. Fill 211 -- USACE & DWR UT to Hickory 21 5-11 Bank Stabilization 23 -- DWR Creek (P) Tem Fill -- <0.01 (27') -- UT to Kings Perm. Fill (Per.) 177 -- USACE & DWR 22 Mountain 6-3 Bank Stabilization 40 -- DWR Reservoir (P) Temp Fill -- <OA1 (25') -- Total Temporary Impacts: -- 0.10 (598') -- Total Permanent Im acts: 7,644 -- -- Permanent Impacts Requiring DWR Mitigation: 6,927 -- -- Perinanent Impacts Requiring USACE Mitigation: 7,126 -- -- Permit Site 1: 191f of permanent impacts will result from bank stabilization at the outfall ditch from a hazardous spill basin. The need for a temporary work bridge/causeway at the First Broad River bridges is not anticipated; however temporary impacts (0.05 ac), in between the proposed bridges, will be left in the permit drawings to accommodate unforeseen bridge demolition/construction issues. The following Permit Sites 2— 22 all have temporary impacts of <0.01 ac: Permit Site 2: 358 lf of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-10, into a new 66" RCP with 221f of bank stabilization at the pipe inlet. Permit Site 3: 322 lf of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-1 ], into a new 42" RCP with bank stabilization totaling 39 If at both ends of the new pipe. Permit Site 4: 340 lf of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-13, into a new 72" RCP with bank stabilization totaling 55 lf at both ends of the new pipe. Permit Site 5: 163 lf of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-15, into a new 66" RCP with 25 lf of bank stabilization at the outlet of the new pipe. Roadway fill will result in the total take of <0.01 ac Wetland qa. Permit Site 6: A 0.99ac pond will be drained causing a total take on 0.19 ac Wetland bwa. Upon draining of the pond, area inside Right of Way is to be seeded as a wetland with native grasses, and the remainder of area inside TDE is to be stabilized with regular approved seed and inulch. A site meeting will be required to review condition of pond after draining. R-2707C Individual Phased Permit Modification Application Page 6 of 9 Permit Site 7: 498 lf of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-] 7, into a new 1@ 8x8 RCBC with 50 If of bank stabilization at the outlet of the new pipe. Permit Site 8: 245 lf of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-20, into a new 48" RCP with bank stabilization totaling 33 lf at both ends of the new pipe. Roadway fill and bank stabilization will result in the total take of <0.01 ac Wetland qa. Permit Site 9: ] 63 lf of permanent impacts will result from the burial of a UT to First Broad River, Stream 4-28, in roadway fill. Permit Site 10: 328 lf of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-21, into a new 66" RCP with bank siabilization totaling 441f at both ends of the new pipe. Permit Site 11: 294 If of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-26, into a new 54" RCP. Permit Site 12: 161 lf of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-23, into a new 54" RCP. An old pond that has reverted to a wetland will have its berm breached which will remove much of the hydrology far the 0.14 ac Wetland bx£ Though some hydrology will remain, NCDOT will consider Wetland bxf to be a total take. Permit Site 13: 1,274 lf of permanent impacts will result from the realignment of a UT to First Broad River, Stream 4-22, into a new lateral base ditch. Natural Stream Design was not feasible at this location due to site restrictions and lack of suitable buffer. Permit Site 14: 384 lf of permanent impacts will result from the realignment of a UT to First Broad River, Strea��n 4-24B, into a new 72" RCP. Permit Site 15: 176 lf of permanent impacts will result from the realignmeni of a UT to First Broad River, Stream 4-24A, into a new 36" RCP with 17 lf of bank stabilization at the pipe outlet. Permit Site 16: 453 lf of permanent impacts will result from the realignment of a UT to Hickory Creek, Stream 5-1, into a new 60" RCP with 20 lf of bank stabilization at the inlet of the new pipe. Roadway fill will result in the total take of 0.45 ac Wetland bwj. Permit Site 17 533 lf of permanent impacts will result from the realignment of a UT to Hickory Creek, Stream 5-3, into a new 66" RCP with 351f of bank stabilization at the pipe inlet. Permit Site 18: 7471f of permanent impacts will result from the realignment of a Hickory, Stream 5- 7, into a new ]@ 9x7 RCBC and 66" RCP with bank stabilization totaling 69 lf at the inlets and outlets of both structures. Permit Site 19: A 1.43ac pond will be drained causing a 0.02 ac talce of the 0.09 ac Wetland bwt. 64 lf of permanent impacts will result from the realignment of a UT to Hickory Creek, Stream 5-8, into a new 60" RCP Permit Site 20: 235 lf of permanent impacts will result from the realignment of a UT to Hickory Creek, Stream 5-3, into a new 66" RCP with 27 lf of bank stabilization at the outlet of the new pipe. R-2707C Individual Phased Permit Modification Application Page 7 of 9 Permit Site 21: 211 lf of permanent impacts will result from the realignment of a UT to Hickory Creek, Stream 5-1 1, into a new 54" RCP with 23 lf of bank stabilization at the outlet of the new pipe. Roadway fill, excavation and mechanized clearing will result in a take of 0.08 ac of the 1.56 ac Wetland bqa. Permit Site 22: 177 lf of permanent impacts will result from the realignment of a UT to King's Reservoir, Stream 6-3, into a new 54" RCP with bank stabilization totaling 40 lf at both ends of the new pipe. FEDERALLY PROTECTED SPECIES As of Apri12, 2015, the USFWS lists two federally protected species for Cleveland County. The only change since the 2012 permit application is the northern long-eared bat (Myotis septentrionalis) was added to the list for Cleveland County. A memo was sent to USFWS on June 15, 2016 indicating that NCDOT is in compliance with 4(d) requirements. An Amended Biological Opinion issued November 9, 2012 from the USFWS continued the call of Not Likely to Jeopardize the Continued Existence of the Dwarf-flower Heartleaf from the 2004 Opinion. Section 7 has been satisfied for this project. MITIGATION OPTIONS The NCDOT is conunitted to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA compliance stages; miniinization measures were incorporated as part of the project design. R-2707C Avoidance and Minimization: NCDOT has avoided impacting many wetlands and streams and reduced impacts to wetlands and streams to the greatest extent practicable. In addition to all of the measures listed in the 2014 phased permit application, other specific examples of avoidance and minimization measures include: • 2:1 slopes will be used in fill areas to reduce impacts to surrounding wetlands and jurisdictional streams. • A Hazardous Spill Basin will be installed near the First Broad River to help protect Critical Area for Shelby's water intake. • No deck drains will be used on the First Broad River Bridges. • Drop structures will be installed in pipe where necessary to reduce outlet velocities. • A Dry Detention basin will be utilized at station 599+50 -L- Right. This basin will serve to attenuate peak stormwater flows, promote settlement of suspended solids and reduce erosive velocities downstream. Compensation: The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent practicable as described above. R-2707 C will permanently impact 0.94 acre of wetlands, 7,6441inear feet of streams (7,126 linear feet of permanent fill and 518 linear feet of bank stabilization), and temporarily impact 0.10 acre of streams. The Division of Mitigation Services will provide coinpensatory mitigation for 0.94 acre of wetlands impacts and 7,126 linear feet of stream impacts from R-2707C. R-2707C Individual Phased Permit Modification Application Page 8 of 9 REGULATORY APPROVALS Section 404�: Application is hereby made for a modification to the TJSArE Individual 404 PPrmit as required for the above-described activities. Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from the N. C. Division of Water Resout•ces. A copy of this application and distribution list will also be posted on the NCDOT website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please contact Jeff Hemphill at jhemphill@ncdot.gov or (919) 707-6108. Sincerely, �`r Philip S. Harris III, P.E., C.P.M. i .,� Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List R-2707C Individual Phased Permrt Modification Application Page 9 of 9 U.S. ARMY CORPS OF ENGINEERS OMB APPROVAL NO. 0710-0003 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT EXPIRES: 28 FEBRUARY 2013 33 CFR 325. The proponent agency is CECW-CO-R. Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED BYAPPLICAN7) 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Philip Middle -S. Last - I-Iarris First - Middle - Last - Company - NCDOT-PDEA Company - E-mail Address - E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- 1548 Mail Se�vice Center Address- City - Raleigh State - NC Zip - 27699 Country - 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 919-707-6111 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) K-2707C 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) First Broad River and I lickory Creek and their UTs Address 15. LOCATION OF PROJECT Latitude: �N 35.32209 Longitude: �W -81.54982 City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 17. DIRECTIONS TO THE SITE Please see attacl�ed vicinity tnap and cover letter. 18. Nature of Activity (Description of project, include all features) The North Carolina Departmcnt of 7'ransportation (NCDOT) proposes to construct new location freeway bypass fi-om 0.6 mile west of SR 1162 to SR 1001 in Cleveland County. The R-2707 projcct, approximately 19 n�iles in length, will be a fow•-lane divided highway with full control of access, primarily on new location (a bypass of the City of Shelby), with widening sections to the east and west of the new location section along existing US 74. Section R-2707C �•uns feom just west of the First Broad River to just east of the NC 150 Interchange. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The primary ptrrpose of R-2707 is to increase the capacity of the US 74 corridor, thereby improving levels of seivice, reducing the potential for fut�u�e traffic congestion, and i���proving safety. Tuture traffic projectio��s indicate that in the absence of improvements to the subject section of US 74, traffic conditions on this highway would become unacceptably congested and increasingly unsafe; traffic delays on the existing facility would continue to mount, as would the accident rated, some of which already exceed statewide rates for like facilities. The project will also provide a key economic development corridor between three major North Carolina cities: Asheville (via I-26), Charlotte, and Wilmington. The proposed project would increase mobility for commuters, commercial traffic, and other local and regional users. Increased mobility would lowec operating costs for businesses relying on US 74 for thc transport of goods and services, allowing the businesses to grow 1nd thereby expand options for employment and place of residence for many commuters by lowering trave) times; and enhance the use of other modes of transportatio��. 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, construction of roadway on new locltion, and bridge construction. 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 See attached cover letter. or Linear Feet See attached cover letter. 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter. ENG FORM 4345, OCT 2012 Page 2 of 3 24. Is Any Portion of the Work Already Complete? �Yes QNo IF YES, DESCRIBE THE COMPLETED WORK 25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (it more than can be entered here, p�ease attach a supp�ementa� �ist). a. Address- See attached permit drawings. City - b. Address- City - c. Address- State - Zip - State - Zip - City - State - Zip - d. Address- City - State - Zip - e. Address- City - State - Zip - List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL' IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED NUMBER ' Would include but is not restricted to zoning, building, and flood plain permits 27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. �l- l�- Zo/7 ,�. P� �� 1Gp STU1R�E OF APPLICANT DATE SIGNATURE OF AGENT DATE ARR�s � The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, OCT 2012 Page 3 of 3 Mitigation Services EN VIR9 NME NTAL pUALITY PAT MCCRORY c�.t=e,,�o,� DONALD R ��AN DER VAART Secreta��v December 16, 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: R-2707C, Shelby Bypass from West of NC 226 to West of NC 150, Cleveland County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on December 13, 2016, the impacts are located in CU 03050105 of the Broad River basin in the Southern Piedmont (SP) Eco-Region, and are as follows: Broad Stream Wetlands Buffer (Sq. Ft.) 03050105 Non- Coastal Sp Cold Cool Warm Riparian Zone 1 Zone 2 Riparian Marsh Impacts 0 0 7,126.0 0.94 0 0 0 0 (feet/acres) *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See pernut application for details. DMS commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mirigation 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. J e B. Stanfill Cre it Management Supervisor cc: Mr. Steve Kichefski, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: R-2707C State ofNorth Carolina Environmental Quality Mitigation Services 1652 Mail Service Center � 217 W. Jones Street, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T Subject: Team Members: Draft Minutes from Interagency Permit Review Meeting on September 8, 2003 for R-2707C in Cleveland County Steve Lund-COE (present) Cynthia Van Der Wiele-NCDWQ (present) Marla Chambers-NCWRC (present) Marella Buncick-USFWS (present) Chris Militscher-EPA (absent) Sheet 5 Participants: Marshall Clawson, NCDOT Hydraulics Dan Duffield, NCDOT Hydraulics Frank Fleming, Sungate Design Josh Dalton, Sungate Design Tim Bassette-PDEA Jennifer Harris-PDEA Charles Hunt-Structures Design Doug — Design Services Sungate Design (SG) — Overview (interchange) Hazardous spill basin (HSB) Cynthia-I want to see a Typical Marshall Clawson (MWC) — Gare area, the fill slope from the ramp and the fill slope from —L- come together to create a suitable area for a HSB. Will show it on the plans and permit drawings Cynthia-Does it meet design criteria? Capacity MWC — Yes Marla — Why a HSB? SG — Within 0.5 miles of a critical area Sheet 6 SG — Overview Steve — Bridge spans out of the creek? Cynthia — Treatment of deck drains. SG — No direct discharge into the stream. Also the water is treated in another HSB at the bridge. Steve — Spans out of the water. SG — No, we will investigate lengthening the center span to minimize impacts to the stream. DOT — This was investigated and the max the center span can be is 130' so, you now have 1 65 1 130 1 65 '— March —2005 If we went with the 130'span the banks around the pier will scour as one of the bents would end up on the back of the stream — Return to the original design of 3 85 —April 2005 Marla — What about a work bridge? MWC — We will be using wark pads to install the drilled shafts. Marrella — HSB, do they need maintained? MWG There will be a maintenance commitment for the HSB. Marla — HSB, underwater? SG — Yes, approximately the less than the 10 yr event Sheet 10 SG — Overview Marla — Is the pipe length minimized here? SG — Yes, 2:1 side slopes to minimize impacts and shorten the cross pipe Tim — Protected Plant area stay out of these areas. Marella- These areas within the construction limits have been accounted for. If you wark outside the construction limits, these areas, must be accounted for also. Sheet 11 SG-Overview, stream JD just downstream of the pond, small amount of wetlands around pond also Marella — Mitigation for Ponds? Tim - No, surface water impacts only MWG These impacts will be shown on the summary Marrella - Is the stormwater treated? SG — Yes Sheet 12 SG — RCBC, JD, No wetlands Marella — We need baffles in this culvert for sinuosity. Tim — Will check on the stream survey Sheet 14 SG — Overview, No JD and No Wetlands. Steve — This is a JD stream. SG — We will look into it and double check the EA Sheet 17 SG — Overview, Proposed Mitigation Site, stream restoration Tim- Looking into it to see if its feasible. MWC - If it's feasible then an onsite meeting with all the agencies will be scheduled. SG — Geotech needs to look at this also. MWC — Yes, we don't need to be blasting in a natural stream design. Sheet 19 SG — Overview Marla — Stable in-between the pipes? SG — Will look in to it for stability Cynthia — Check for velocities SG — OK Marla — Placement of Ramps Doug — Future Design Capacity for the interchange Steve — Wetlands are a whole take Sheet 20 SG — Overview 2 JD and 2@ 8x7 with sills Marella-Baffles are needed and maybe some realignment. Need to maintain passage SG — Will investigate Marla — Need to stabilize the banks SG — Will investigate Sheet 21 SG — Overview SG — JD, both upstream and downstream. Tim-Wetland Boundary symbology incorrect SG — Needs to account for surface water impacts only Sheet 22 Steve - Wetlands are not a total take Sheet 25 SG - Overview Steve — Avoid wetlands Sheet 29 SG — JD from just inside the fill slope — HSB site Sheet 42 SG —Overview Steve — 48" intermittent Minutes from the Interagency 4C Hydraulic Design Review Meeting R-2707C - Cleveland County September 21, 2016 Team Members: Steve Kichefski, USACE (present) Marella Buncick, USFWS (present) Donna Hood, NCDWR (present) Marla Chambers, NCWRC (present) Dr. Cynthia Van Der Wiele, USEPA (not present) Felix Davila, FHWA (not present) Minutes• Introductions were made by all in attendance. Participants: Bill Zerman, Hydraulics Matthew Yorlc, Hydraulics Trish Beam, Division 12 Environmental Josh Dalton, Sungate Design Group Brian Elam, Sungate Design Group Kanchana Noland, Roadway Design Jeremy Goodwin, REU Jeff Hemphill, NES Kevin Fischer, Structures James Swinson, Utilities Jeb Smith, Utilities Wilson Stroud, PDEA Larry Carpenter, Div. Const. Eng. (Not Present) Josh Dalton proceeded through the permit drawing plan sheets: General Discussed waiving the burial requirement for steep cross pipes conveying jurisdictional streams or using a pipe sill or cross vane for grade control. It was decided that cross pipes with slopes greater than 4% should not be buried and will be exempt from the burial requirement. Cross pipes will be resized if they are exempt from burial requirement. Permit Sheet 4: Site 1: The need for a temporary work bridge/causeway is not anticipated; however Temporary Impacts, between the bridge spans, will be shown to accommodate unforeseen bridge construction related activities. Donna Hood asked if we knew the soils in area of proposed hazardous spill basin and if HSB will require a liner. The hydraulics unit has reviewed the soil maps in the area and found that soils are Chewala loam and that there is a potential for a water table depth of 0. S to 2 feet below the surface. After confe�ring with storm wate� and roadside environmental gNoups, concerning what action should be taken, it was decided that an impe�meable liner should be placed along the base of the HSB along with Class II rip rap. A detail of the basin will be provided in the plans. Permit Sheet 7: Site 2: The pipe outlets approximately 30ft upstream of a 65 degree bend in the channel. Stream stability lead to discussion regarding realigning the 66" pipe outlet and possibly adding a drop structure to reduce outlet velocity. Realigning the pipe would require additional ROW, and since the purchase of parcel 10 has already been settled, the pipe is to be left at its current alignment unless there is strong objection. A drop structure will be added to the cross pipe to reduce outlet velocity. Pipe is not to be buried if slope remains over 4%. Permit Sheet 10: Site 3: Drop structure to be added to 42" cross pipe to reduce outlet velocity. Pipe is not to be buried if slope remains over 4%. Permit Sheet 12: Site 4: Review 72" pipe outlet velocities and evaluate whether adding a drop structure is warranted. Pipe outlet velocity for the l0yr event is 19.9 ft/s. To reduce velocity, a d�op structure will be added to the pipe. Permit Sheet 15: Site 5: Review 66" pipe outlet velocities and evaluate whether adding a drop structure is warranted. Pipe outlet velocity for the l0yr event is 21.4 ft/s. To reduce velocity, a d�op str�ucture will be added to the pipe. Site 6: Upon draining of the pond, area inside Right of Way is to be seeded as a wetland with native grasses, and the remainder of area inside TDE is to be stabilized with regular approved seed and mulch. Include a site meeting requirement in the permit to review condition of pond after draining. Erosion control measures are to be allowed in jurisdictional stream at this site to control pond sediment. Permit Sheet 20: Site 7: No comments Permit Sheet 25: Site 8: What is the slope of the 48" cross pipe? Review velocities and consider adding drop box and exempt from burial. The pipe slope is 3.9% and velocity fo� the IOyr event is 15.8 ft/s. To reduce velocity, a drop structure will be added to the pipe. Permit Sheet 28: Site 9: No Comments Permit Sheet 30: Site 10: What is the slope of the 66" cross pipe? Review velocities and consider adding drop box and exempt from burial. The pipe slope is 2. 6% and velocity for the 1 Dyr event is 17.2 ft/s. To reduce velocity, the proposed JB w/ Slab Lid will be used as a drop structure. Site ll: What is the slope of the 54" cross pipe? Review velocities and consider adding drop box and exempt from burial. The pipe slope is 2.3% and velocity for the IOyr event is 14.5 ft/s. To reduce velocity, a drop sti^ucture will be added to the pipe. Marella expressed concerns about channel stability where ditch intersects with outlet channel. Rip rap outlet protection to be reviewed and lengthened if necessary. Permit Sheet 33: Site 12: Concerns with steep slope and outlet velocity of 36" pipe into wetland discussed. To eliminate erosive velocities in wetland, 36" pipe to be tied directly to 54" cross pipe with junction box. If possible, junction box will serve as drop structure for 54" to reduce slope. Site 13: Natural stream design discussed for channel relocation. A 2005 geotech report indicated that natural channel design was likely not feasible due to rock in the area. Step pool design with log cross vanes to be investigated as alternative. After the meeting, Leilani Paugh, f�om the On-Site mitigation group, was asked to look into the channel �elocation. Leilani said "There are seve�al reasons we didn't recommend onsite mitigation for this reach. The right of way is very limited. It is only 80 feet at the widest point between the proposed roadway fill and the adjoining road (Spring Brook Drive). Geotech found seve�al areas of rock near the surface in this area. Full channel restoration with a riparian buffer reforestation would be hard to achieve, and even harder to meet success criteria. " Based on Leilani's input, natural stream design will no longer be pursued. Channel relocation outlet to be realigned to better tie with existing jurisdictional stream. Area around channel relocation to be reforested (Type I& II) to C/A line. Permit Sheet 36: Site 14: What is slope of 72" pipe? The pipe slope is 2.75%. No further comments. Permit Sheet 39: Site 15: What is slope of 36" pipe? The pipe slope is 3.6%. Provide blow up of site. Site 16: Provide blow up of site. Site 17: Provide blow up of site. Permit Sheet 44: Site 18: Proposed channel relocations discussed. Steve (USACE) indicated that additional stream impacts associated with the VE design would need to be justified. Marella (USFWS) had concerns with stability of proposed channels due to sandy soils in the area. After further discussion, it was decided that original box culvert and pipe design is the best option. Tying the pipe into the culvert will be investigated for better downstream channel geometry. Permit Sheet 47: Site 19: No Comments. Permit Sheet 53: Site 20: Outlet rip rap to be extended for better stability at ditch tie in. Permit Sheet 56: Site 21: Outlet rip rap to be extended for better stability at ditch tie in. Permit Sheet 59: Site 22: To reduce pipe outlet velocity and better protect banks of jurisdictional stream, 15" slope drain material to be specified CSP and outlet pad upgraded to class `I' rip rap. Meeting adjourned. � �.� �� # � � � d I� � � LL1 �� I ' � IYI . , � � 1 l ' �� � P � � C -it=. ' _ .�, ��'7= � � -/ 1 , _ ,. r � � � -- ■��� — . =n - �� . - - • rt° i -'- �� � ', � � I I � � _ ` r �- � ' , . s �, �, R�' . . . - _ . � s- 7'_ � ' . �f'.. � " . . .. � . 1 . � •�. 'e. a � � � ;.:� � :_�- 1 � � _ � =�l � � �. .- M ' � �r I� � ,_ . �' , ? • ` _ q _. .. .. � ' I' �.�, , • �,�+� t I+' . �� -�. � , �� � ' � II � : `"■ . ■ ' � ■■■' i L��� :,._�,�_�, ` ' - --.:-��ry �� �-� � k 11�;11��'<14' North Carolina Department of Transportation �� SL[�1'tl]�YdtPf Highway Stormwater Program ���' STORMWATER MANAGEMENT PLAN ��--• (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 34497.1.2 TIP No.: R-2707C County(ies): Cleveland Page 1 of 4 General Project Information WBS Element: 34497.1.2 TIP Number: R-2707C Project Type: New Location Date: 11/11/2016 NCDOT Contact: Bill Zerman, PE Contractor I Designer: Sungate Design Group Address: Hydraulics Unit Address: g15 Jones Franklin Rd 1590 Mail Service Center Raleigh NC 270603 Ralei h, NC 27699-1590 Phone: 919 707-6755 Phone: 919 859-2243 Email: bzerman ncdot. ov Email: belam sun atedesi n.com Cit ITown: Shelb Count ies): Cleveland River Basin s: Broad CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 4.792 Miles Surroundin Land Use: Residential, Agricultural, Rural Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 74.7 ac. 19.8 ac. Typical Cross Section Description: Two 12ft lanes with 12ft outside shoulders (10ft paved) and 6ft inside shoulders (4ft N/A paved) in each direction with a 34ft grassed median. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 35,110 Year: 2037 Existin : 21,010 Year: 2017 General Project Narrative: US 74 Shelby bypass from East of NC 226 to East of NC 150: Measures have been taken throughout the project to limit impacts to wetlands and surtace waters. A Hazardous (Description of Minimization of Water Spill Basin will be utilized for -L- line roadway runoff that discharges within 1/2 mile of the First Broad River's Critcal Area. The Critical Area is associated with the City of Quality Impacts) Shebly's raw water intake, and the Hazardous Spill Basin will used to protect surface water quality by temporarily detaining hazardous materials accidentally released on roadway facilities. Further, no deck drains will be used on the First Broad River bridge, eliminating potential for direct roadway runoff into surface waters. A Dry Detention basin will be utilized at approximate station 599+50 -L- Right. This basin will serve to attenuate peak stormwater flows, promote settlement of suspended solids and reduce errosive velocities downstream. 2:1 slopes will be used in fill areas to reduce impacts to surrounding wetlands and jurisdictional streams. Waterbody Information Surface Water Body (1): First Broad River NCDWR Stream Index No.: 9-50-(19.5) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) j' �i�i��� ��y North Carolina Department of Transportation �toclntivater I ,, .,.,,, � Highway Stormwater Program ��; STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 34497.1.2 TIP No.: R-2707C County(ies): Cleveland Page 2 of 4 Additional Waterbod Information Surface Water Body (2): Williams Creek NCDWR Stream Index No.: 9-50-26 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (3): Hicko Creek NCDWR Stream Index No.: 9-50-30 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Body 4): Buffalo Creek NCDWR Stream Index No.: 9-53- 2.9 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Su pl III WS-III CA Supplemental Classification: Other Stream Classification: Impairments: None Aquatic TB,E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) 1 Ilf;l l'+vrl�' North Carolina Department of Transportation `ti S iCll'i t 3�v'df�'!' H ighway Stormwater Program �. STORMWATER MANAGEMENT PLAN �—•f (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 34497.12 TIP No.: R-2707C County(ies : Cleveland Page 3 of 4 Level Spreaders, Hazardous Spill Basins, and Forebays Level Spreader, Drainage New Built- Station & Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated Sheet No. (Road and Non Road Projects) Water Body Basin, or Forebay? (ac) (ac) Required / Minimum Treatment Achieved w/ Buffer Rules? 4 385+g0 -L- RT (1)First Broad Hazardous Spill Basin 17.30 4.00 ZYr, tc=10 min, td= 5 min storm runoff + 1,550 cf � 3900.0 cf 13959.0 cf No 35.319580 / -81.559430 River (cf) "`Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance. Additional Comments ��������,�», North Carolina Department of Transportation �- Stt�riixr.vatc�r Highway Stormwater Program �.° STORMWATER MANAGEMENT PLAN �•' (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 34497.12 TIP No.: R-2707C County ies : Cleveland Pa e 4 of 4 Other Best Management Practices New Built-Upon Precipitation Depth Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated Sheet No. (Road and Non Road Projects) Water Bod BMP Type ac (ac) (ac-ft (in) w/ Buffer Rules? 20 586+00 -L- RT (4)Buffalo Dry Detention Basin 7.9 3.1 0.32 1.30 No 35.315242/-81.493484 Creek 2� 599+50 -L- RT (3)Hickory Dry Detention Basin 3.7 1.7 0.18 1.34 No 35.317586/-81.496375 Creek Additional Comments � � 0 L � +' � � � L o_ a �� _ O NU ,� �o M �` \ CC. See Sheet 9A For Index of She��s See Sheet �B For Conventlonol Symbols -Y2- METCALF ROAD (SR 18501 FIRST BROAD RNER � � BEGIN BRIDGE END BRIDGE �� 25 -Y2- 28+00- -L- 386+q6 '-lWBU ( BEGIN BRIOGE \ - -L- 382+37-lWBU �. ��7 1 �� � %�,� � . .. _ '�l -L' _ n o � E�BY gYPpS N���� T Z26 � N� �� END BRlD6E -Y2- 30+74 ± 0 No eRiocE - 386+69 ±lEBU eEcim eRrocE SITE 1 -L- 382+53 _ fEBU EQUATIOIV: -U STA. 382 + 00.17 BK E1VD TIP PROJECT R-2707B = -Zr STA. 382 + 00.00 AH BEGIIV TIP PROJECT R-2707C NCDOT CONTACT: REKHA PATEL.PE SITE 7 BEGIN BRIDGE - -Y3- 19+77 _ SITE 5 ����� �� ����� �������� ������[���� �� ��I������� CLET�ELA1�lD CO U1�lTY LOCATI011I: US 74 SHELBY BYPASS FROM EAST OF 1VC 226 TO EAST OF NC I50 TYPE OF WORK: GRADI11lG, PAVI11lG, DRAl11lAGE, SIGNING, A111D STRUCTURES -Y6A- SPRING BROOK DRNE fSR 18431 -Y6- SPRING BROOK DRNE � !SR 18431 SITE 13 -Y4-REV McBRAYER SPRINGS ROAD (SR 18271 BEGIN BRiDGE -Y4-REV 22+B2 ± SITE 8 _ � �2 /� SITE 15 -Y9- DETOUR- !NC 181 OR3- 30 � � 7 7 NA UND ENO BRIDGE � 2 +/4 _ '' SITE 12 END BRIOGE — 29 SITE 11 -Y4-REV 25+44 ± �� END BRIDGE _ _ + * � y3 2' 92 - SITE 10 \ Yl8- SERVICE R AD I � . � l� � (SR 18421H A SPRINGS ROA 27 � Y3 NORTH LAFAYET7E STREET SITE 9 � !SR 1005J SITE 4 SITE 6 SITE 3 SITE 2 B �`� SITE 14 � Y8-REV CAR7ER ROAD !SR 19271 -YBA- CARTER RD CONNEC70R ISR 1927J SITE 20 WETLAND AND SURFACE WATER IMPACTS PERMIT THERE ARE THREE DESIGN EXCEPTIONS ON THIS PROJECT,ONE FOR 5/GHT DISTANCE ON -Y2- AND TWO FOR k VALUE ON -Y14- PROFILE. A PORTION OF THIS PROJECT l5 WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF SHELBY. THIS /S A CONTROLLED ACCESS PROJECT WITH ACCESS BElN6 LlMITED TO THE INTERCHANGES. CLEARIN� ON THIS PROJECT SHALL BE PERFORMED TO THE LlMITS ESTABLISHED BY METHOD lll -Y9- NC SITE 16 � BEGIN BRIOGE -Y9- 22+95 - SITE 17 -ria- � (SR l 61 �, 7-T /8 � l7 , �� 1��� R-2707C 34497.1.2 NHP-74(14) 34497.2.FS9 i NHF-0074(152) _ 34497.2.U4 � NHF-00741152) � �����eH P.E. ROW UTI LITY PERMIT DRAWING SHEET 1 OF 68 d� Q Z SITE 18 SITE 22 Roao SITE 19 -Y��-RE"2 "c iao i0U D - -\ — BEGIN BRl06E -L- 59/+87-lWBU `42 END BRIOGE � -L- 597+q2± �WBU <� �9 arr oF — SHELBY ByA \ � s � ...! � � )� 1 � � -Yl6-REV N.LAKEWOOD ORNE !SR 2/55J — - BEGIN BRIDGE -L- 6/0+9/ +(WBU -L- 6/0+80- lEBU -YI6A- N.LAKEW000 ORNE ISR 2/5517 t 7-TURNAROUND / � �� T-TURNAROUND � V��/ %'� '�,9 � BEGIN BRIDGE \� q s B -L- 592+5/_lEBU � ` BEOIN BRIOGE , '� ' � -YlI-REV2 3/+7� � " \ '� � �p � / -Y13- CSX RAILROAD '� '� '' . 9 END BRiOGE� 3� � � q�\ � -YlI-REV2 32+91+ END BRIDGE -L- 597+08z(EBU OT-TURNAROUND �a � � 39 —�� ���0+ -Y14- NC I50 � l�, � 5 / 38 40 END BRIDGE -L- 6/ff84 z lWBU -OR2- -L- 6/i+73 -* lEBL � -DRI- -YII-REV2 NC 180- � -L- STA. 635+00.00 E1�D TIP PROJECT R-2707C -L- STA. 635 + 00.00 BEGIIV TIP PROJECT R-2707D E1VD C011lSTRUCTION� -L- STA.635+26.86 SITE 21 DOCUMENi NOT GONSIDERED FINAL UNLESSALLSIGNATURES COMPLETED Prepo�ed for NCDOT In the Office of: gyDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ,", ����� tr tr�� ����� ADT 2017 = 21 ��� � is ia ensr mi��eaooK eano. suire ieo $UNGATE DESI�N �R�UP, P A. CJO '2C, O C,O ,00 RdLEIGH,NORTH CCROLINn 2]609 �Q�p ADT 2037 = 35���0 (9191?BI-9626 VOICE 19191i81-4869 FpX :i�...ru�W.�.:� � � Q DHV = 11 % LENGTH OF ROADWAY $TATE PROJECT R-2707C =4.592 MILE$ zarzsrallonnn srEcrFrcazroxs aQ�� ``�Q PLANS LENGTH OF STRUCTURES STATE PROJECT R-2707C =0.200 MILES** ,,�. � � D= 55 % LENGTH OF STATE PROJECT R-2707C =4J92 MILES src.varuns: — � D 50 25 0 50 t00 0 * RIGHT OF WAY DATE: TIM R. REID, P.E. ROADWAY DESIGN � T= 14 /o **NOTE : LENGTH BASED ON WBL BRIDGES D� a PROJECT ENGINEER � November 21, 2014 ENGINEER PROFILE (HORIZONTAL) V- 70 MPH ��'�p o�,a� FUNC CLASS = FREEWAY ��N moffatt & nlchol o� ������ l0 5 0 l0 20 LETTIIVG DATE: TRENT E. HUFFMAN, P.E. ,g,g„a-.b,b�o,�E 191911e,.asg,,, �—� �* TTST 9% DUAL 5%) May 16, �LO�% f'ROJECT DES7GN ENGINEER PROFILE (VERTICAL) STATEWIDE TIER PE S7GNAT[IRE: DETAIL 1 BERM DITCH ( No� ro S�ole) � �r wF N 5.0' S.0' V to.o�v.c. -� � � d Gea�eMile Min. D=1.0 Ft. Type of Liner= Closs'B' Rip Rap Max. d=1 0 F. FROM STA.443+50 TO STA. 449+00 -L- RT FROM STA. 463+80 TO STA. 469+50 -L- LT FROM STA.471+00 TO STA.475+00 -L- RT FROM STA.464+00 TO STA. 487+50 -L- RT FROM STA. SJ2+50 TO STA. 576+00 -L- LT DETAIL 2 LATERAL'V' DITCH � Ho� io s�oie� urol �� F'ill Gro�n p I"iF�. Slope d Geo�ex�ile Min. D=1.5 Fi. Mox.d-1S Ft. Type of Liner-- Closs B Rip-Fop b=5.0 Ft. FROM STA 6+00 TO STA 8+30 (RT)-Y9RPA- FROM STA 8+30 TO STA 12+00 (Rn-Y9RPA- PROM STA 15+20 TO STA 17+00 (RT)-Y9-DETOUR FROM DETAIL 3 STANDARD BASE DITCH (No��a Scole� NoNrol NoNral Gro�n :� .L�� Groun d � ceo�ex�ile g Min. D=1.5 Ff. Mox. d =1.5 Ft. •wl�en a is < 60' 8=2.0 Ft. 43 (RT) -L- (5=5.5%) DETAIL 4 STANDARD BASE DITCH (Nof�o Scole� Nm�rai Gro�un �� D 1� G.oun d �eore.t�le g Min.D=1S fl. Mox.d=1.5 Ft. •wNen a tz c 6.0' 8=2_0 Ft. STA 23+50 DETAIL 5 TOE PROTECTION �Nolto Scale� \ot�yt Nat�rol .�,� o��S��pe Ground � F � � d d-2.0 Ft. 6=2.0 Ft. Geo�ex�ile Type ofLiner= Class 8 Rip-Rap FROM STA 25+00 TO STA 28+00 (LT)-Y2- FROM STA 402+50 TO STA 404-00 (LT)-L- FROM STA 403+50 TO STA 407+00 (RT)-L- FROM STA 405+00 TO STA 406-50 (Ln-L- FROM STA 413+65 TO STA 416+00 �LT�-t- FROM STA 425+50 TO STA 427+00 (RT)-L- FROM STA 438 i 50 TO STA 439 �- 20 (Ln -L- FROM STA 451+50 TO CUNERT (Rp-L- FROM STA 451+50 TO CULVERT (LT�-L- FROM CULVERTTO STA 454+50 (LT�-L- FROM STA 475+75 TO STA 476-W jLT�-L- FROM STA 488+50 TO STA 493-00 �LT) -L- FROM STA 490 I� 50 TO STA 492 i� 00 (RT) -L- FROM STA 495+00 TO STA 495+50 (RT)-L- FROM STA 508+20 TO STA 513+00 (Rn-L- FROM STA 564+00 TO STA 567-70 jLn-L- FROM STA 567+95 TO STA 568-70 �Ln-L- FROM STA 75+40 TO STA 18+50 (LT�-Y9RPA- FROM STA 11 �f 00 TO STA 15 i 50 (LT) -Y9RPD- FROM STA 19+70 TO STA 20+50 �LT�-Y74- FROM STA 14+00 TO STA 14+85 (LT�-YI6-REV DETAIL 6 STANDARD BASE CHANNEL � No� �o Scale� Gmund 1� Ground d D c�o�ea�m B Min. D=2.0 Ft. Max. d = 5.0 Ft. WFen B is � 6.0' B=6.0 Ft. Sid. No. 8)6.01 T e of Liner= Closs'll' Ri -Ra S7A 439+00 �RT�-L-(5=5%� DETAIL 7 LATERAL BASE DITCH � Ho� ro smie� b Na�ural Groun Z�) D �����' Slope d GEOiE%TILE g Min. D =1.5 Ft. Max. d =1.5 Ft. `When B'rs < 6.0' q=2.0 F�. Type o4 Liner= Closs B Ri�Rop b� 5.0 F. FROM STA 456+10 TO STA 457+75 �LT�-L- FROM STA 488+50 TO STA 490+10 (RT�-L- FROM STA 494+00 TO STA 496+00 �LT�-L- FROM STA 584+50 TO STA 585+60 �RT�-L- FROM STA 597+50 TO STA 598+75 �RT�-L- FROM STA 601+15 TO STA 605+50 (RT�-L- FROM STA 28+00 TO STA 31-75 (RT)-YB-REV FROM STA 11+60 TO STA 12+40 (RT)-ORI- DETAIL 8 STANDARD BASE DITCH �No��o Scole) NaNrol No�uml Grovn �y�� Gra�n d D ceoienile g Min. D=2.0 Ft. Max. d = 2.0 Ft. •when a �s < bo B=3.0 F. ��ype o = - FROM STA 385+50 TO STA 385+73 (RT�-L- �5=2%) STA 460+00 (RT)-L- (5=8%� FROM STA 635+00 TO STA 635+56 (RT�-L- (5=3.6%) DETAIL 9 SPECIAL LATERAL BASE DITCH � Not �o Scale� Nofural � Gro�n 1:) p.\ t\er 5lova �eo�e,�ae eD Po Min. D=1.5 Fi. Mov. d=1.5 Ft. B=2.0 Fi. pe d liner= Ciass B Rip-Rap FROM STA 463+10 TO STA d64+50 (RT�-L- FROM STA 487+50 TO STA 488+50 (RT�-L- FROM STA 26+50 TO STA 28 �-00 (RT)-YB-REV FROM STA 27+60 TO STA 33+78.19 �RT�-Y14- FROM STA 13 i- 50 TO STA 13 �I� 62 (LT) -Y14RP� �Nafla Scole� Na�ural o� F.on� Groun< .� p >'� D'irch I ° I i��`�e` SIoPe � Min.0=1.5 Ft. B=2A Ft. STA 464+50 TO STA 465+00 (RT�-L- STA 563+75 TO STA 585+00 (L�-L- STA 605+50 TO STA 607+50 (RT)-L- DETAIL 11 LATERAL 'V' DITCH (Notto Scalel No�urol 1 I �'� ' Fill Gro�n ,� D �� h�. Slope Min. D =1.5 Ft. b=5.0 Ft. FROM STA 589+00 TO STA 589+70 (LT)-L- FROM STA 25+50 TO STA 28+50 (RT)-Y4-REV FROM STA 12+50 TO STA 17+10 (RT�-Y9RPA- DETAIL 12 STANDARD 6ASE DITCH �No�to S�ole) G��rol No�uml oun _� ,L.� rou� D Min. D - 2.0 Ft. � B = 5.0 Ft. STA 496+00 �LT�-L-�S=1.3%) STA 14+12 (LT)-Y14RPD- (5=0.3%) � Na�ia s<aiel b Ground ) FIII d � Siope GEOTE%TILE g Min. D=2.0 Ff. Max. d =2.0 F�. 'whe� B I: < 6.0' 8=5.0 F. Type ofLiner= Closs'1'Rip-Rap 6=5.0 Fr. FROM STA 505+00 TO STA 508+25 �RT�-L- DETAIL 14 LATERAL BASE DITCH 1 Na� �a s<am� b GONraI �� Fill round d / D � h�' Slope GEOTE%TILE g Min. D-2.0 Ft. Max. d-2.0 Fr. 'Wne� B I: < 6.0' 8=3.0 Ft. Type of Liner-� Closs'I' Rip-Rap b-5.0 Ff. FROM STA 51+00 TO STA 59+20 (R�-YII-REV2 DETAIL 15 SPECIAL LATERAL 'V' DITCH (Notb Scale) NONr � p\ °� Fill Ground 7� Fplte� SIaPa D Min.0-15 F. FROM STA 535+00 TO STA 536+50 (RT�-L- FROM STA 537+25 TO STA 542+74 (LT -L- FROM STA 616+00 TO STA 617+00 (LT) -L- FROM STA 619+50 TO STA 621+50 (RT�-L- FROM STA I5+00 TO STA 21+40 (RT)-Y4-REV FROM STA 9+50 TO STA 11+50 (RT�-Y9RP0. FROM STA 29+30 TO S7A 30+50 (RT� -Y4-REV FROM STA 32+00 TO STA 33+00 �LT)-Y8-REV FROM STA 22+00 TO STA 26-00 (RT)-YII-REV2 FROM STA 21+90 TO STA 31+50 �LT�-YII-REV2 FROM STA 34+00 TO STA 40+00 (LTf -YII-REV2 FROM STA 33+20 TO STA 38-00 (RT)-YII-REV2 FROM STA 46+00 TO STA 47+37 �LT�-YiI-REV2 FROM STA 46+00 TO STA 47-50 (RT)-YII-REV2 FROM STA 65+00 TO STA 70+00 (LT)-Yn-REV2 FROM STA 54+00 TO STA 55+00 (LT�-Y74- FROM STA 72-50 TO STA 13+50 (LT�-Y14RP8- FROM STA 9+00 TO STA 14+00 �RT�-Y14RP0. FROM STA 9+00 TO STA 14+00 �LT�-Y14RPD- FROM STA 14+00 TO STA 14-80 �RT)-Y16A- FROM STA 13+65 TOP STA 15+50 (LT�-SR2- FROM STA 13+60 TO STA 15+00 �RT�-SR2- FROM STA 13+00 TO STA 76+20 (LT)-V9-0ETOUR FROM STA 17+0o TO STA 22+50 (RT) -Y9-DETOUR FROM STA 16+75 TO STA 22+00 (LT�-Y9-DETOUR DETAIL 16 STANDARD BASE CHANNEL ( No� �o Swle� Ground 7�� .�� Ground d � Geoie.��le B Min. D=2.0 Ff. Mox. d=4.� Ff. e =3.0 Ft. T e of Liner= Closs'll' Ri Ro S7A 495+75 (RT)-L- �5=7.3%) STA 495 i 95 LT)�- (5=1.0%) STA 537+00 �LT)-l- (5-2.2%) STA 564+25 (RT�-L- (5=3.0%) STA 567+80 �LT)-L- �5=1.6%) STA 17+15 (Rn-Y9RPA- (5=2.5%) DETAIL 17 $TANDARD BASE DITCH (Naf�a Scale� Gr�ral Nolural ound ,�.� ra�n D Min.D�-1.5 Ft. � B= 2.0 Ft. STA 17-50 �RT)-Y9RPC- (5=0.6%� STA 54+00 (LT�-Y74- �5=2.4%) DETAIL 18 LATERAL BASE DITCH � Nalfo Scole� b Natural �- Ground 7.� p•�1 �"iF�- FIII Slope � e � Min. D- 1.5 Ft. l.�J 6= 2.0 H. 6= 5.0 Fl. FROM STA 585+00 TO STA 589+00 (LT)-L- FROM STA 57+50 TO STA 62+50 (LT�-YII-REV2 DETAIL 19 SPECIAL LATERAL BASE DITCH �No�io ScalaJ Naiural � o� Fill Groun ?:l p F�o e� sbve cea�enile g Min. D=1.5 F. Mox. d=1.5 Fi. 8=3.0 Ff, pe of Liner= Clws 'I' Rip-Rop FROM STA.49+00 TO STA.51+00 (RT�-YII-REV2 DETAIL 20 SPECIAL LATERAL 'V' DITCH �NOY�o Smlv) Fill Na�ural p� �� slope Gro�nd p F o` d Geo�e.iue Min, D=1.5 Ft. Type of Liner- Closs B Ri�Rap Mux. d-1.5 Ft, FROM STA 578+50 TO STA 579+50 (RT�-L- FROM STA 607+50 TO STA 608+70 (LT�-L- FROM STA 615+50 TO STA 616+00 (L7�-L- FROM STA 33 I 00 TO STA 35 I BO �LT) -YB-REV FROM STA 35+00 TO STA 35-87.81 �lT�-Vi4- FROM STA 35+35 TO STA 36+50 (RT)-Y74- FROM STA 13+00 TO STA 15+47 (LT) -Y14RPA- FROM STA 10+50 TO STA 13+00 (RT)-Y74RPB- DETAIL 21 LATERAL BASE CHANNEL � Not �o Scale� b NoNral �� F'ill Ground / D � h�' Slope d EMBEOED RIP RAP J g Min. D - 3.0 F. Mox. d = 3.0 Ft. �Wne� B �: � 6.0' 8=].0 Ft. Type ofLiner- Class'Il'Ri�Rap b=5.0 Ft. FROM STA.503+00 TO STA.513+00 (LT�-L- DETAIL 22 STANDARD BASE DITCH (N tb Smle) ural No�urol Ground ,� ry.� ro�n 0 Min. D-�2.0 F. � B=3.0 F. STA 14+75 �RT�-Y74RPA-(5=2%� DETAIL 23 BASE CHANNEL (N flo Smla) u�ol �rol Groun .� ry.� ro�n D Min. D-3.0 R. � 8 -5.0 Ft. FROM STA 552-25 TO STA 553+50 �LT�-L- (5=2.5%) FROM STA 553-70 TO STA 554+70 (LT�-L- (5=2.7%) DETAIL 24 TOE PROTECTION 7:� INono s�oiel \ ie F ��Fj F ` //Sopoye. ,�� °`�S\oPe F d Geofex�ile d=1.0 Ft. Type of Liner= Class 8 Rip-Rap � DETAII 25 SPECIAL LATERAL BASE DITCH (No�to Scale) rl Ground ;� p b\o��e� Slopa u Min. D=1.5 Ft. B=2.0 F{, FROM STA 41+73.8 TO STA 45-50 �RT)-Y74- FROM STA 14+00 t0 STA 16+90 (RT) -Yt4RPD- RIP RP.P AT EMBANKMENT �Na��a Scole� 10'min. Di�ch 1.0'min ].OFT Grode GEOTEXTILE Type of Liner= 15 TONS,CL'll' Rip-Rop DETAIL 27 SPECIAL BACK OF CURB CUT DITCH (NOi i0 SULE) LNnTUPa� GR=UN� z'/ � - FROM STA.14+00 TO STA.15+50 (RT)-Y9- FROM STA.11+45.09 TO STA.12+00 (LT)-Y14RPC- FROM STA.40+13.84 TO STA.40 i 60 (RT)-Y14- DETAIL 28 SPECIAL CUT DITCH (Nolla Swle) � p� °� < S�lope c,o�nd 7:� p F�°��0 Min. D =1.5 F. FROM STA 23+58 TO STA 26+50 (RT�-Y14- FROM STA 24+00 TO STA 26+50 (LT�-Y14- FROM STA 26+50 TO STA 27+60 (RT�-Y14 FROM STA 48+00 TO STA 51+00 (lTJ-Y14- FROM STA 50+00 TO STA 55+00 (RT)-Y14- FROM STA 51+50 TO STA 53+50 (LT)-Y14- DETAIL 29 SPECIAL LATERAI 'V' DITCH (Noflo Smle7 Fill Na�ura p� �� Slope o e� G�o��d ?'/ D d Min. D=1.5 H. Type of L'iner= PSRM Max. d=1.0 F. FROM STA 19�I�00 TO STA 20+70 (RT�-Y14- DETAIL 30 SPECIAL NT DITCH �No�ro Scole) Fronl ,ai e.` ond, G�a�nd z�) Fd Slope d � Min. D-1.5 Ft. Type ofLiner= PSRM Max d=1.0 Ft. FROM STA 15+50 TO STA 19+00 (RT�-Y14- FROM STA 21+30 TO STA 22+50 (RT)-Y14- nFTaii �i OUTLET CHANNEL DETAIL NOT TO SCALE CL'll' RIP RAP CL'll' RIP RAP COIR FIBER ON SiREAM NG MAiTING N 1� � GEOTE%TILE z I«s-.1 Leng}h=50 F}. Est = 110 Tor STA 554+00 �RT�-L-�5=12%� DETAIL 32 STANDARD 'V' DITCH �Not�o Scole) No�ural Na�ural Grou� 1� ,�.� G.aun D d Geo�eAile Min. D=1.0 F. T eofLiner=�� Class'B'Ri Ra Max.d=l.OFi. STA.583+35 �LT�-L- (5=6.4%� DETAIL 33 STANDARD 'V' DITCH INo�b Smle� G���o� 1 �a,�.a� ound Z.� �� Gro�nd D Min. �=1.0 Ft. STA.583+30 (RT�-L-(5=0.6%) DETAIL 34 STANDARD BASE CHANNEL � nona s�oie� 1 N � I G�a�nd �-� Groun d D Geo�e.r�la g Min. D=3.0 Ft. Max. d = 5.0 Ft. e� B is . fi.0' 8=4.0 Ft. S�d. No. 8]6.01 Type ofLiner- Closs 'Il' Rip-Rop STA 405+25 (LT�-l-�5=1.3%) STA 512-90 (RT)-L- �5=7.0%) STA 30+00 (LT)-YS-REV (5=2.5%) DETAIL 35 PIPE INLET /OUTLET CHANNEL BANK STABILIZATION (Not�o Scale) �k- ---,N�,,. ,.o"`� --�ea��d �� �9ae_��,,,,A���-d Length=20 Ft. ��Na�aeiejFo d =5.0 Ff. Type of Liner= Class 'll' Rip-Rap STA 406 I 70 �Rn -L- STA 425+50 (LT�-L- STA 426+75 (Rn-L- STA 439+25 (L'l�-L- STA 490+40 (LT) -L- STA 491+55 (RT�-L- STA 554 I 20 (Rl� -L- $TA 554+55 (Ln-L- STA 15+25 (LT�-Y9RPA- STA 6+45 (LT�-Y9RP0. STA 31+70 �RT�-Y8-REV STA 59 + 20 (RT) -Yl l-REV2 DETAIL 36 PIPE WLET/OUTLET CHANNEL BANK STABILIZATION ( No1 �a Scale) �°�' -� c�����' --�9o�„a d cnANNEI eEo Leng(h=15 F7. Nadasi.� d=4D Ft. Type of liner= Class 'll' Rip-Rap STA 476+85 (Rn-L- STA 10+75 (LTJ -Y9RP6- STA 14+20 �LT) -Y16-REV STA 14+85 (LT) -Y16-REV DETAIL 37 INLET CHANNEL � noi ro s�oie) G��ral Noturol oun �,�� Gra�nd d D cea�e.�ile 6 Min. D= 5.0 F. Max. d=5.0 Ft. B- 8.0 Ft. Type of Liner= Class 'll' Rip-Rop STA 453+60 (RT�-L- (5-0.5%) DETAIL 38 INLET & OUTIET CHANNEL BANK STABILIZATION ( No� ro Scole) ro�n roun� � ¢ai'w d Length=50 R. ��ivo�aeiejEo d=5 Ft. Est.= 100 Tons of Closs 'll' Rip-Rap STA 452+50 ILTI-L- DETAIL 39 STANDARD BASE CHANNEL , �o�,o =�e�e, Na�ural Naturol Groun � ry� Groun d � Geo�ex��le g Min. D= 2.0 F. Mox. d=4.0 Ft. 8=5.0 Fl. DETAIL 40 LATERAL BASE DITCH INo�+o s�oiel I �- i NoNrol Gra�nd z:) \ FIII d D '�' �' Slope GEOTEXTItE g Min. D -2.0 Ff. Max.d=�2A F. •WFen B is < 6.0' B� �3.0 H. Type ofLiner- Closs'll'Rip-Rap b-5.0 Ff. FROM STA 17+15 TO STA 19+50 (RT)-Y9RPA- FROM STA 73+00 TO STA 14+10 (RT) -Y16-REV DETAIL 41 SPECIAL LATERAL BASE DITCH I No�+a scale) Naturol Ground �:� A�\ �e� Salve d p F\o ceofeaile g Min.0=1.5 Ft. Max. d=1.5 R. 8=3.0 Ft. 'ype of Liner= Class 'll' Rip-Rap FROM STA.19+50 TO STA.20+50 (RT�-Y9RPA- DFTAII d9 OUTLET CHANNEL DETAIL NOT i0 SCAIE CL'll'RIPRAP �L'll'RIPRAP COIR HBER ON STREAM NG � N i � GFOTE%TILE 2 �� CHANNEL 9ED Lengih=50 F. I�a��abiel Est. = 710 Tons o4 Class 'll' Rip-Rap, 200 SY Geotexti STA 552+50 (Ln-L- (5=1.2%) DETAIL 43 SPECIAL LATERAL BASE DITCH �Notlo Smle) r�n c,o� d 7.� p F\ �e� sbae u Min. D=2.0 Ft. H=2.0 Fi. FROM STA 47+15 TO STA 50+00 �RT)-Y14- DETAIL 44 TOE PRO7ECTION ?S.� � Noi m s�aiel \o e` F/�SopP e� ♦5'F�\5\oQe d Geotexfile � d=1.0 Fi. Type of Liner= Class 8 Rip-Rap M STA 10+40 TO STA 16-60 fLTI-DR4- HEADER ROCK, TYP SEE PROFILE FOH FLOW ELEVATION ��... �� ... ...� %��/���/���/���/���/���/���/���/� BACKFILL, TYP. Il57 STONE r.ru2M� #57 STONE GEOTEXTILE -HEAUER /� "�J���� BOCK � FOOTER POOL EXCAVATED PER ROCK _ DIRECTION OF ENGINEER �-- KEY IN VANE TO BANK MINIMUM OF AT AN ELEVATION E�UAL TO BANKFULL OR SLIGHTLY LOWEN pLAN VIEW BOULDEN DIMENSIONS (FT) STA7ION HEIGHT LENGTN WIDTH 438+60 2.0' 3.0' 2.0' a > SET HEADEB ROCK BACK A MINIMUIN OF 1/3 WIDTH OF THE FOOTER NOCK ... �� ... BED EXCAVATED POOL EXCAVATED TNENCH -� FOR NOCK CROSS VANE GEOTE%TILE CONSTRUCTION SECTION A-A TIE VANE ANM INTO BANKFULL BANKFULL ELEVATION HEADER ROCKS - FLOW q°� TO 10°a SLOPE BACKFILL� TYP. - #57 STONE I I GEOTEXTILE FOOTER BED r. Z .� NOCKS MINIMUM NOCKS IN VANE AflM SHOULD NOT BE GAPPED ON HAVE ANY SIGNIFICANT SPACES ROCK CROSS VANE PLAN VARIE$ A %p" HOLE GRATE FRAME HAN�LE A PLAN SECTION B-B NOTES: 1) DEEPEST PAHT OF POOL TO BE IN LINE WITH WHEHE VANE ARM TIES INTO BANKFULL. 2) DO N0T EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS. 3) CLASS "A` STONE CAN BE USED TO REDUCE VOI�S BETWEEN HEADERS AND FOOTEHS. D E TA I L 4) COMPACT BACKFILL TO EJ(TENT POSSIBLE OH AT THE DIRECTION OF THE ENGINEER. 5) POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. NOT TO SCALE DETAIL #45 REMOVABLE ORIFICE TRASH RACK 'NOT TO SCALE' GATE OPENING OTES) 5 NECESSAF CHAIN CLOSURE REBAR TRASN RACK NOT TO SCALE a��iiun o-o %2" HOLE GRATE HAN�LE FRAME � VARIES I i i SECTION A-A RISER TItASH RACK NOTES: 1. ALL JOINTS SHALL BE FULLY WELDED AROUND JOINT WITH A MINIMUM OF A V4" BEA�. 2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD. DWG.862.03 AND 862.04 FOR ANCHORING PROCEDURE. 3. EYEBOLT FOR CHAIN CLOSURE SHALL BE INSTALLED BY THE SAME METHOD AS THE HINGE PL4TE BOLTS. 4.RACK AND HARDWARE SHALL BE ALUMINUM OR REBAR AND GALVANIZED IN ACCORDANCE WITH ASTM A-/53. 5. PROVIDE OPENING IN TRASH RACK TO ACCOMODATE SIUICE GATE ON THE OUTIET PIPE. ENSURE TRASH RACK OPENS FREELY AND WITHOUT INTERFERENCE WITH SLUICE GATES. ORIFICE TRASH RACK NOTES: 1. ALL JOINTS SHALL BE FULLY WELDED AROUND JOINT WITH A MINIMUM OF A*" BEAD. 2. IF BOLTS ARE ANCHORED IN CONCREfE, FOLLOW STD. DWG.862.03 AND 862.04 FOR ANCHORING PROCEDURE. 3. REMOVEABLE ORIFICE TRASH RACK SHALL BE ATTACHED TO CONCRETE BOX BY HINGE OR SLIDE RAIL SYSTEM. 4. RACK AND HARDWARE SHALL BE AWMINUM OR GALVANIZED IN ACCORDANCE WITH ASTM A-153. DETAIL #.16 DRY DETENTION BASIN DRAWDOWN STRUCTURE *NOT TO SCALP � SIDE 1 SIDE 2 TRASH RACK� � FAR�E�SI� /'TRASH RACK / HINGE SLUICE NnTFC � SIDE 3 DETAIL #47 HAZARDOUS SPILL BASIN EMBANKMENT AND LINER (NOT TO SCALE) ELEVATION VIEW NATURAL �— 1 r — �— NATURAL GROUND GROUND 5' KEY-IN 5' KEY-IN �� EMBANKMENT � I I I OUTLET I �PIPE � %/ �„ \� � P IN-SITU SOIL � 1' KEY- IN FMBANKMENT NOTES 1. EMBANKMENT TO CONSIST OF A-5, A-6 OR A-7 NATURAL SOILS. 2. KEY IN EMBANKMENT A MINIMUM OF 1' INTO IN-SITU SOIL FOUNDATION. ITNER FOR BASTN BOTTOM 1. LINER TO CONSIST OF A-5, A-6 OR A-7 NATURAL SOILS. 2. LINER MINIMUM 1.0 THICK. (;FNFRAI NnTFS 1. COMPACT BASIN EMBANKMENT AND LINER ACCORDING TO SECTION 235 OF STANDARD SPECS. DIMENSIONS RGP III OUTLET PIPE RCP � s' EMBANKMENT CL II RIP RAP z �1 ------------------ Y-------- ----------------------- �IN-SITU SOIL 1' SOIL LINER FOUNDATION BERM BOTTOM BOTTOM DESIGN FREE- BASIN PROJECT DEPTH BERM BOTTOM WIDTH LENGTH WIDTH DEPTH BOARD N0. STATION (D) �W� ELEV. �8�� �BW� ELEV. �E) (F) 1 -L- 386+00 (RT) 4.0' 8.0' 711.0' 113' 33' 707.0' 3.0' 1.0' NOTES: 1. SHAPE OF BASIN MAY VARY DEPENDING ON SITE CONSTRAINTS. 2. ACCESS BERM SHOULD BE PROVIDED FOR MAINTENANCE. 3. RIP-RAP EXTENDS 20' BEYOND PIPE AT BASIN INLET(SEE PLANS) 4. MINIMUM SLOPE OF THE BOTTOM OF THE BASIN SHOULD BE 0.3%. SECTION VIEW TOTAL CAPACITY REQUIRED: 516 CY TOTAL CAPACITY PROVIDED: 517 CY @ ELEV. 710.0 w/1.0 FT. FREEBOARD ELEV. 710.0' � v v v v��` � ^ v��,� ������� �� F� NATURAL GROUND RCP MODEL 20-lOC SLUICE GATE W CL II RIP RAP I EMBANKMENT PROJECT REFERENCE NO. SHEET NO. P E RM I T D RAW I N G R-2�o�c 43 SH E ET 8 O F 6 8 RO ENGANEORSIGN HENGINEERS ; ; — __ l� _4 .� � �_B .P_ _ , � � , � , � EXl TING GRO ND / � I I I gM ' /7 N 58 328. E_ l 648 .0 � � STA, 382 00.0 . EL = 7 9.13' .H. —L ST . 38 +52. l 93. 3' (L J � 0 STA 382 00.lT.EL 739./3' K. � P= 3 7+0 .00 . . . .. .. - M N = Pl = 3 7+0 .00 Q� V=.0/0' I I i PR POS D G ADE � _ V= I l0' i n D 0 M H �+) i _ i � D= 0 M H i i i I � � —�2 23 � �+)1.8 3% I � _ � CL 'll' RIP R.4 1.5:1 ORMA , TO T P OF ERM \ I I � I \ / i I I I / I I I • = S _ ' I � I I SITE 1 � � 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 �s O OLIVIA A, WITHROW HEIRS C/0 CALVIN LOWE rn � \� �,\ 4�_ � O\� � � ...... �s. � oaHY ALSOBROOK � � ?, i ,r S \ � .. \ �;n:�r i � � r^� .� . r � � _ _ _ � i � � — — — — — � ` � � , \ ........�5 . w \ : �'- S. � , - \ -�, �r � : � JS � �i' _�5 / .rJ ,s � _ {� � � r ��� �S �5 :, F �`"'z,,� _ , S \ _ � -�-�'�'^L„ ' � �� ......... \T— ."� � o � � u, d. �. i'. ��..,, _...,....lc______. �. � � �� � � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY �+ IMPACTS IN SURFACE WATER i � I �' `r ` I\ TOE PROTECTION STA 405 i 00 TO� � 406+50 -L- LT, SEE DETAII #5 CL 'I' RIP RAP � EST 90 TONS CL 'B' RIP RAP EST n TONS \ EST 200 SY GEO7EXTILE �� E5T 12 SY GEOTEXTILE TOE PROTECTION STA 402+50 TO � 1 O 404 I 00 -L- LT, SEE DETAIL #5 � EST 90 TONS CL 'B' RIP RAP � q' gqSE CHANNEL EST 200 SY GEOTEXTILE � W/CL 'll' R�P RAP ��� OWLS EYE viNEYARD \ see oeTAi� �sa �� . N � EST 45 TONS E5T 83 SY GEOTEXTILE � C' � EST 30 CY DDE ��' .f�.� � __-� -_ �- /�� ��\ / � � / \ �- OMAR MOLETTE \ ` C I � � � _� W a FS 2GI-B W FSO � 2GI-6 � Z � �U n n V' W - - � - - 2GI-A FS 2GI-B O " RCP-III 18" RCP-III I � FS f � - _ "' � G Q � � �Fs� Fs� �e„ W O J 2GI-6 2GI-B � F' � ESSIE B. SNIPP �� Z U Q � � \ ��� \1 \ \ �. I / � � � � \ \ '� \ \ �M� \o`\ \ � / �.rr-�:r�-�.ur-4,�^.;y-�i,�,,.,'�.,�:n�,�i�ir'�.r'�u' �X — 4'�^-�rl.�wr�,.n:l�� .. (; �k�x �_�_ — /// � / �_ _ _ SSg�LE�—=x--- _ _-`,E— —=X _—Y. �X — —� .�._ _X�X—X �� PUE O � FRANK TOMS, JR. R�w -L - SNELBY BYPASS RADING ONLY RCP-I II FS 2GI-B �� OWLS EYE VINEYARD �4j=c" � - _�_ "'�i:.,-`i...� �� DIANE L. BLANTON ESTATE FILE 02E PG 99 FUT. CAT-7 N 82° 07' 30.7" E \k\ \�� . \k � \ ._; �\ � � +� �\ 2GI-A W/FG 24" RCP-IV FUT. GRAU 350 TL-3 � / / / / / .� � � � � F \ � �' CP-V � 1B w/MI � �� � SITE 2 2GI-A � W/FG � z��-B � W/FG � \ � \ 1 1 C � TOE PROTECTION \� 403+50 TO 407--00 -L- RT \ SEE DETAIL #5 � EST 210 TONS CL 'B' RIP RAP EST 467 SY GEOTE%TILE � � \ � � � � FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 44 O 0 + � rn � Q � � W z J Z U � Q � � �� ���\��\�\\ i\A\B�K� Il�����// ��������r�/ �_ � � \ �� \, � � � � S �,���� � � � , � \ \ � � ,,� �; i� ;4 � / � '\ >> � �� � \\\ \ � ��� � �� � �k.y � % �c��4S / � /� , _ ,� — i� �� ` �,�� ��� �� �\ �` ,\ -���/.° �����/, � �1 � � -�z \ \ � ` � _�_ --- ��� � ,� � _ _ � � � , �� _ ��� � �r \�����\`�°i���� � �-�` — \\��, \ �T— o ' �I ( ," �� p���� ��i�_- ��� - � � �\����\�S� � �� �✓/� \\ �� ��, %�� 3� ,�9��� �/����_ \'� , � �!` �\ � ��z� -- -� �.� ,�j/ „i / _� � aj ' j ��_� �G`/,i�% � � �� a8 —�� �; �� � �� / //14���G'�� �B6eL�\ ��`�b<� \1\�\�\\�� //,\, /10,6 / �b� sg�_� \\\\\ d , ;�� /�%/'� %-� �� � g �� �� a � /0� //� j//l'/ b�� `_ \ \\\ \\ ��/ ,/!�� �—� � _ ����� ���,; � — - -L_- ==\ _h��� � ---- � �t€-t�r � ��__ _� _ — �- _ �__ '' �� 1';t��IF�f � ,I� �,% j � ��/� = - � � � �� � ;�1 � , �, I\I i Jl /�/ � / �/ � {\ �. � �\I `�.. I i i � I `y,�� \I � . I � ) , , � DENOTES IMPACTS IN y 1 SURFACE WATER ��J �J I I I� /�� `/�/ � s� � �;� J/���1�'; DENOTES TEMPORARY ��� � i�� IMPACTS IN SURFACE WATER���r;� � I��' I�I� �� (� `� : � :� !�y I , I ' ;.\ � � I I I �� �' � ! I ', I�� �\\��\\\����-,` �1 � I.' i I, I t�\v�� I� 1 I " JI i li \ �i \ '�3�_ T � TECtIbN I ST 405 00 O �� E� / III ������� �� �0+�0� 7, E E Il� � �(I � ��� .. �� g\\;��\\J�.�� \�\l �OIE� E �'K'I.I �l> \ I I`\�\\�� T 9 O� \\����� � � 1 � � �� � ,;� , ;�� I , ���� i ; I — � �\ �_ ��—� � 1 � � £ � � oti � \\��_ ��r'./ � i : h ��:-�� ��%/ /i i �,- � i i - -i ' - — � - — � � �� , — � �_ � . � -t-� ��� -d.�� � / 'I: 4 j / — � - f�lE - � s]q , 'y � � �m� a� � / �`�j � - �--e<e�-�ii � _m�e_ � � \ � � ��\ � ��� t�� �� �j��j ��s/�% ser� — —� s���== � � � \\ \\\�\\\a� _��/�������j/��j���� ��sa_ he���— £m a — ��\��\\\\\�\\\ � � �/��� �/ �� \� y � �/ � i� z�� �� � �a �. P�L�/////�����j�j��/� � - tC � � bt9 �SEB—� \\�\\�� �� �'�. � � j� / �c L — _ \ \ �� 6 A\ ���� � � \\ tc=� �i � / � � � �%9sa`—�— _ � \\ � `�" � ��s m/ �c�a j,;. � 2� m� / — �se—� �\\�'fi a�� \\\� \ � �� //// �/� / i� �- _ � v, y\\ \\\�\ �i g� �/� � �bt�— _ -�' �e s F�� � ��� ��« _ � /� j �/� � /g �/� � ba� � ���� \\ \\�\\ ��� � �1�� �z � "6PoLS E� I1N�XAR� e� � �� e �� � � �bl/ �� 0 // I \ � � \\�5£g = ��e �� ��� � � � � ��--� ,_ _ � \ �s��������� ��� t�j�.(9 i//��'L \ " \ \� -- 9A�� � __ \ — — \\5 \\\ _ -\ � / cG / \ 9fq E'9 / \3z � _ —84a_ — L� ��. _ I � \ \ � �h�... -_ -l� _ `84'� \\\\���\� X � �� �I � � E� ,� � � �� ���� � ������ V�A V` \ � ' � � , A�����„ c� i�� ��� o � � ��\a �II - ->��v �� o . n \�\ � � i�� "�' — U�, �� � Q _ �A � `, I� � / '�a' � _�� —�� � �1� W � — � 1 ��� ��� s � Z ,_��� -- � \ � �=—,�✓ ^�\�J����\ �� � � ��� �\\�` I�� � � �— ���\\y l�� �\w� 1� \ g �� �� � ��` �9 r� �\� � ,���\ �\\ � � � �l ����. ����N� Y��`���\�\\�I��.� ii� i �' ����� �� � � - � - _ ,.-- _ � ,.,,t,-\ � �\\����������� � � � 2r:� �� -�'�L E^� Y= �C- �' ��- —�~� 2� ��-2r X�Xl� _ - ` ._._ __ z,.-�_ _ — � \\\\ \\\\\\ \ � ' '__ .` � -� � X= �_ � �-� "' C` -, fq � � �_ � � � 8G . - � — \�B _ � _,� - , 83L _� -- _ _�/_#\ \ \ � \\ �`� - � _ - � ,� —A» �€- �� � — ' ' ; , , _ _ � — � - - �, , � : _ � _;.�, -� � � _ x , , _ _ , _ , , \ � �gzz— - � �� ' ' sze��- - � — � � � �— � , � a� � \\\ �- _ , ��& � � ,� -� � � �s=�� - , _ - ��� ���� szg�ae �s�8 � s� �.\\_ __ _ - -�r� — � \\ _ n.- \ ����\= az9 3 a-� � � _ , _.. � ��z ���\ \�\ 3,, 4`a\`£ \ �0 \efa\ \\� \\�\ � �� � � �� � � 5- ; � � \�\ �������\ \ �820�� S � \�� � � ' g'� \ ,s � __ ;, �—et9 �zs�'z— �—�� g�a\� \\ � �� � b2G � �� � \� � 3e� �\\\\\�\ \ \� —_ / 9c^ea\ \\ � \\ \\ � Hi � --��� �� � �� � � / �� �� � �� — _F�� — �\ 8\ \\ \� �\\� � � e\ \ \ \ \ FRA IZ�tS�JR. �-- � — &5 �at Htq V� �_�-a —a2� sa ��\ \ � � 81.}314 815 � -��\ 8B> 82 � ' � e2� � � � \F \ \ � 5\ V / \ \ �\\\\\ ` \ �. _ - — �\\�\\�� ��\\�_Q ANE-6. BLANSQN-- � �\\\� \3,\ ,\�}-�\'�; .. � _\/ / \ 1�\\������ \ � al \ - r.4T€�11.f 02�P�99 � � � � \�- � Iq H29 \ \ � \\ Ble� =8L1—� �81e\— \ B12 B13� \ � �� 4��L�� _� \\\ � \\\\ \ �� \ , \ \\� � ___ __�� @2\ \ \ � -&35— J \\` � \ BIS eJ 9 \ 6 � � \ \ -`e`— —�mq �8m7\ `\� �\ \ � �-_878�\\e2 � � 2�\ \= \ ��\ \\BJJ� _ -__-__ '� ;� ` --am6,� �a e�8 \ \ \ai� �ei� �_ � � . � �eas�� .� — �aes �� \ e� ` e� �� \ \I ,s --- � 3 _ - � 1 �\ � � � ` 8 6 ��ad «� &FJa \� \ � \ 2B \ \ �- c �\ E�'NG. �. --�- \_ -. � \\ � \� 6 �,_. \�\ : -� �\\\ \\ \. � � \ _Jtv� �� �.�ic � - - � � \\ - �_ - - A \ _ \ � � � \ \� t\ �� �\� . \� � FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 44 � PROJECT REFERENCE NO. SHEET NO. 0 U -2707C 56 � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER 40 + 9 L- ; ; ; ; — 6" RC _ -- PERMIT DRAWING SHEET 11 OF 68 SITE 2 , � , � � � � , , � ; , �, � � � �,� � , ��� , ;�' I �, I � ' '� JB W/ H: � T IP C N ER IN �`�. I N�' I = 7 O.li � IN�' UT= 7 7.1, i — — I — — — .� — ; � �� I — _ � � i \� i I�_ XT BE -73 .0 � � _ — - b„ R P I ,I I E . o ETG BD i i 46" RCP INVO T LOE=O.% s — � ; , ; � i � i i i � � TOE PROTECTION STA 405+00 T 406+50 -l- LT, SEE DETAI� #5 I � - CL 'B' RIP RAP I I EST +i90 TONS EST 200 SY GEOTE%TILE I I ��` "'i �' �� � I � V \ I I i� II I I . �� I F C I i � �. ` I\ � FUT.GRAU 350��� T � 78" RCP-III � ^� F � � SITE 2 � � w " �. �r_�� � �, 1� T� -PROTECTION 403+50 TO 407+00 -L- R7 SEE DETAIL #5 E57 210 70N5 CL 'B' RIP RAP �,F EST 467 SY GEOTEXTILE CL 'll' RIP RAP BANK STABILIZATION SEE DETAIL k35 � EST 45 TONS EST 83 3`F�GEOTE%TILE 5�—\ � �s- �s �,...._,......�s. _ _ __I �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 10 � OWLS EYE VINEYARD Q CL 'I' RIP RAP � �. � EST 2 TONS s EST 6 5Y GEOTEXTILE � � . � \ I � � � s� LJ � . � v /' ; � CL 'll' RIP RAP BANK STABILIZATION � \ SEE DETAIL #36 /' �3 1 L �- � EST 30 TONS , j LEST 55 SV GEOTEXTILE Y� � z � �� � �X R i� i � � f C TOE PROTECTION $TA 413+65 TO 416+00 -L- LT / ��S" SEE DETAIL #5 I1 � � .�� ...... �. CL 'B' RIP RP.P � ---' ES 15 ONS � ��y - T� 3 - . EOTEXTILE � � �` S � � � i � � ' � �; / �^/f -' ✓/?� / � � c \ � �` - -/ 1B w/MH � � _ _� � / ` � . / O 36"'ftC�V \ "y� �� / \ � F \ � / 2 � � \ \ 7- �� N � � '� W 2GI-B � / 2GI-B _ � � � � _ _ _�� � _ � ' i,.. Jy \ � � � � \ ... A` _.... F FS � zG-6 i Z . � :,{ � .` S �M- � � fJ W/FG FUT. GRAU 350 TI�3� -' - - - � \ _ ln �5 . 5 7 FUT. CAT-1 RCP-III � � - _ W � GRADING ONLY p � � FS 2GI-B \ -L- 2GI-8 � N 82°�� 0.7" E Fs ,s ecP-m o + � �SHELBY BYPASS °� � �t ' RADING ONLY � � \ - cn � \ �P FS 2GI-A � 5� 2G SITE 3 �� ,a w,M���� � � HW 36" RCP-V \ � . Y /� �,.. \ � � � � — — .\ � � � R c � � � �r � s �`^-� / \\ CL II RIP RAP BANK STABILIZATION �` r, SEE DETAIL 736 _ {;� " E5T 30 TONS � � �� '�5T 55 SY GEOTE%TILE � _ -i � \ � �S � � � R �� 4„� � `s � � \ ���� � �(((,,, / \ � ��\ � � � \ � � � � � � � \ Q \�\ � \ �\ �`� I� � � � � �� � � � ~ ����� � �^' � � � � 4` . _�^�' � � � � �.l \ � � \ \ \ \ � \ 1`^'�.,.,�.r,��,,,,j �\ � � G� � � � � �� \ � � � \ OWLS EYE VINEYARD \ � � , _ — — — -- — � So�� \ \ � {'', � 11 Q - — — — — — _ � � �? � \ ��\��� 1\ � � I � � Q � \ �\�� II �� � r � \ I � C' FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 44 I J 1 1 L L 1 1 J V 1 l! U I ROADWAY 0 ENGINEE � DENOTES IMPACTS IN ��, SURFACE WATER %%;'' � i � �s� �«� DENOTES TEMPORARY ; �j �'//���///�//`�� �,-���-� — _____ � IMPACTS IN SURFACE WATER �� ; /�� , ������,� �,,��, — — ���� _ �� — `�� J � s9�_ _ ; � \� 1O //� � �� � �� 9�� 1� _ �\� \� ��- j � �� �� � ������ 1�'�� _ ��� \ _ i -1 I Qw�� ��E viN�vaRg �n , � ��s�V� A � r` i , � ( %; e9� �� � � ��A 1 -� � ' i i i i ro'� � � , � � � ����� I � ��, �� / i� � ��� � �� � � �i � �� � � �� � '�� R e� a�+P � �, � � �, :y � �� � � ���L r ��� � �«� �e� ��� � � � � I � � � � ¢I N 1 �i � � � � � � � I II I � �(N �� N�/�'/ �/ � _ \b �� '�➢ \ � \ I b $aG QT X IL \ \ \ r, \ � �v°� � �CC\<< � \ � \ \ � l� � �� �� � 1\� `t�� � ����1 �� ,� �i_ �<< � \ � � � ��� , �w I � 1� � �� �� �� \ _ - ��� � I � � i � � � �,�',��� !—e�_������_ , �,� , �\ ��� �� A �\ ° l � I � � \ � \ ; �� � � ���� � � � ��o� � ,�� � �� , �,�. � � ������ �a. � � e ���I � \ � ;� ��� I I � /�j'�� �— �\ sq \� �������� p����� � \ \ �� �� �� I ,� \� 1 � 1�� � �,� � � �� � ��/ // / / � � / \ ��� � \ `�,� ^a �` � �� 9 \\ �\\ \` � T.�(�. �\ \ �5{ �� / I � / / \ \� \ � - � ` � \ � 1 \ \ \ L 'VI\RiP RA�'\BAN\SPA���101� \ , JJl , -i9i���>���� �E d0�#'/" /�� l I� 4 / -��� m I Ij � � \ \ `\� \\ � \ \DETAIL\#b� �� . �� \�\\\� \ \ \ . ,. _ �- ���F�� a°,+�� � l��/'�, �� i�( �, i � i - 1 � � �>�l ��_ A��i-_,� ���8�� ����� � �� �� � �s � \, �\\� � `.A\� ��� � \\ \ � � � �l � ���° ��� �s� ��r��r�i�'� �I �� j ��� I� ��- �_ � � � � ����� � ��� I ���������� � �„i _ � �s �?I��S�ie���'i� � ������� � _��������� ��\��� ���� � \\ I /'�I I� �� �� ��� J / ' �I /� �� I � N �� . S ' I � � --I ' �I \ \\ SSa\�� \^p' 1 I 11 , � �! \ \ TO PRO\T TfQ \ \ , If( `I / ` � ``„ - \ �- �I � .� \� 1 A 41 a 6 -1 \, �I'�II� � ����� j �II ��� _ �R '� ��� �� � �� :r�o��� �� ������, �� V � �A� �€�i���o���(� �\ � , , � \v � / I - � 1 `� ,CL B' R�P � II \ � 1 I I � // �� ��I 1 I \_ _� � ) � � In�I �� -C-\ � -\����� I �S_ �`��\�� \\� \� 5�5 \o�s\ \ �\� �� �i � �� ��m � ��' �� � A vs< �; � ��� �/ ��� � V �� T �1`�� � ��� \ ��m, ��a ='s V�_ i I / �� � �I � li� II I( ml� / `°/� ��I � / / ��g _ � I �.f I \y^` / 89L. ��� �� �_ \\\\\ � \ �. II�I�I�I li I� I I �(�', II � / I I I� �. / � 1�\ I ��l J�` � �L\ � - \\� \� � - - � ��� \ � � �( � / 1 '\i �mLl_� ���`,r_ .,,�. � `v\5 V'�\\�\J\ , 2\� J���\ �� \ \ �\\� � � � �� , II��///� ,� �, {—�� __ ;��� � � �� � �, , _<< � –�,�� - , � � �� �� � � ��\� � �� n� ��� //� �� � --- ��.- –� � ,� ,� � ��� z �� � , � � � � �� � � � i � ��� � ���I� � ��� � / � � � � �\ � � < —�� �o � � � � ����A�� . � � � � - J ��r' r - ....._ I� I � � „�� � � — �� - 4� W �t i ,��{- / .. � � 2('il_g __-F -_ � �„ \\" �' � ��� � . / \�\ W �I �ll�I �iI �i II' I�I' i` i (i 1/\',, �; ' ; - ���, i-�` �5���- - � � �\\\�"'\\\ � \\�����-'i�i/ /I i ,C�.,@// cb�� ���L;�'��� W � � � � � � � � � I _ � i ae�_ �� I �I II 4 � _ � 9 / � I � I I FU T �GRAW 35 � / � '\ �� �V , L /��i � _ �\ \ � �h _ � � � �{+�j�e/ F I I � I� � � - IF- � W / /���� � � � � II! II I ll I i+I rI I I I�1 I I�IJ I I � . . . � .\. .�. ��\ l� I I � �r' �� 1 \ \\ � \� '� � V / - f�� 1 \ � \y;\\\\ �-�� �\ �� iP"' �'"�I ��50 T� �� � �L / 8 ��'� , � p '_ � � :- :�,�, �' �� �1 i �x 1 O��� ��� O ��� �' ���� + � 1 � � ti �`\,� Q � �\, �� � W ����°��) � �\\ v,� � \ \ \ � � Q - \ �' � �, - \ \\' \\' \ �\�\ �- �� � 9h� „������ ������ \ � \�i'1( 1�\m\\\\\\\ \\\'9\\\ ,IVi�'` '��� .-��9 �� 5 � �� \ � 2 \� � \ \ ���\ \ \ ��� � //� \ \\ � � , \ \ \ � \ , �� // SITE 2 ���\ �, ��� � � \ � � � �, \\ l ��P\\� \� 1 \ \\\ \ �11 I � ( � r �� . � A A I � � � '(� �(� � � � �\�� � � i I � � � ���Va � >� � � � \ � �� I ��� (/ .—��v � iI � '�, � \ � `, \ � ( j \,\� I i i T R �� �\ �\�;\ ��� 1'\ i l � ��1 ��� �� �� � -SEE�T�Q '4\ � �\\ 1� � \ \ y � E72070 5�& �� � I��� � i EST 4 7 G x"\}�\ \\ \1 ��' \ \ R�P R�P B NK�ST �iqT��I�f� \\\\ \� S���. \ 1`\ \� \9e \ . E AIL ik � `� �� \ � \ \ 1c� •� � \� \\\ . 9a*' � 9 ��p E � �� � ,\v ��\ � '��� � ������ 9� 1\ ^ � �e \� � I I I� � � II I �D \ \ \ Sj\\ � bG; a \ 1 1 IJ�II II I �\\\� �S\\\\ r .��� \\,�,� � 1 �����s � ��; � ,�, ���� �L � ,,����\� � � ���� �� . �br� �t � ��\�, 9� � �� � , � � 3� �\\`��� ����� � � \ � � ,� °A � �v � �v��� \ � � ~ �\ �`\�� ��� � � ���\��� �. \ ` \` '°v� ��������\� \\\`��`�� ���� �\���� � ll ��1� V�,� � � ,,. A�� �\ � � � � �� � �� � �1 1-;.�3\ � �'i�',, ���\I'� \�\\\\\\\���� � -���\�\\\� `iS \ \ �)� ` i � � 1 ' �� � 1 � �;��(�\ifS��`�, ��(����,���,, � � �\\ � , '`��� �., - ,- - - __� � / / / � __ ` � , � , � � . ' � / � / i / ' � /� � - �, W n. ' � _ � �� �' � � g � ;� �" ,,� � ' \ � � � ' � NGI �'�I — ; _ - _ �u � �f �e� �' � � �A� v�' � �s>` �, 'r�i � i i � I I i ja" - -� � ` �`�% I i=r zsi�� ; `,A� �VA��;� '��A �� �� `�,A ` \_ � i� � �� , -0 � ��ii � c°� ��s�. � ; � �A.� , ,A� � � � i . � I I I � /i �, � � ur �. - O + , - � �w � _ � � � �� , , �, „' /�� � i�'���/ / _ - d ��, ��� VV�� '��/���%�@ A � � i I � � A � �' � i i / '/ � ' m / G� � � �� - �J � ,F�. � � "/�i � � ` --°���� � VA � r`'���� ��\� ,sV��, �"i �� '�! � i �' - � �,� � / � ', ; , � 4; r � � � i T� - - ����� � ,\ �� � � , � ' Q „ , � . �m _��� � ,�� \�� � � r '� l i�-, I� � au ' _ _ —� �sQo � V � � �A � I �il�; ;� � i � a J � �� ����a / , -- -���� �� y,�,����: r � \� ��'� � II� �� I������ �k � ( - � - �1 �� Ii °�g���' � � �U �— ���� V\�� �\��� ���1�tx I��' ����> ' I,� � I i / , '? �/ /� �i�j �� � --��� t,��; SITE 3 ��,�� �,, �\ � ��� ( � ��� �I M F� � ,, / 2 V `�..� :� V � h � I �? / � \ \ 2 -� 5'y r i� / \ \ / — � � I �� _ �-, �D ��. c'�1/�j�� � , i� �J � G�50/ /,�/ J"// �9l I 7 '.SZB^" � - —C� \\ ��\ ��\�\.� \� .,5f --:1I � � I \\ ` I m � // � \ � J ti/ �" /iuZ�/��La // .�9z8-� 1\ ��\��� \�::�\ ���� � ���: ,�;,1�� � � I �II,�� \ �\ �\ � � �/ � � ! // � // � �b // ---.� �\\ ��� \ ��� �I �,:� ,� � \\\ � 1 ��\ �- �\ �� Q ��//f �// ti�i �/�i ezg–� �d��� \\\\�� �� � _ ��� � 1�� ��� � � a�9�� � � / / �I / � // \�B �\ � \��\Y2>�� \�„ �� III \� � �' �,\ �1� ��/ � ///o� �� ti� ��"£'s�� --\� �°� ��\� ��� ���' � II,' � \ ,`\� ��\\4� : ��,\ � ^ya f / // ��f`f��/� 2� ���� �\\\\�(» �� �� o. II � \ �� �� \a�� � \\ � I � � I I� ��/ I J I I w/ cn � � � a £fr� '�\\\ \�\��zX��� ; ��. � � \ � ���� !. \ � �\ j . .. 1. I i �'.� J�i � l / �%J w��y � `�� � �\�S\ � � ��; s -..��\ � �\�\';;. ,�� � \ � � �� � � ; ; ' l ; � � �/� �a� %� \ \�� � \\ � xi�aar �i� sr �iL inT �' \ , �, � � �,� r � \ �� � a� �� �. � � _ _ e � :��� � �'�� � �����P� ��<;; � � � ���,������I�a��,�? � �,:, 1,\\��� o x � �` �� � � � ,, ,� � �9°��1, 1L�s°� �, � � I I� �� ,R —� \ � �\\����� \�—��~�— �\ � 9es`� � �,\ � \l� I �/4 �. � � I / � �-��\ �\����\�� ��r— / 1��`\ \� � &aa � v.�� �a, �\� \ �'��-- �9ma \ 1 �� a\\ y ��N �i�������'I � � � 1 f `� � \�--1 �� ���� \\�\��—�—�_�N_—� , � ` �� 1\\ �ro' s �� �I\ \ 1 \\�� `9 \. `�\ ` • \ � 9yB S� \\\\ \a\�e;�\\ �_�.id 6=� �. �.� , _ � N �� 6 : \�1 \ ^ �� \ � u �P � .ys, �� \ 5 0\ \\��\�lA. � \ ,, @ N \ / 1 / �\ g \ � \ .�_ 9 g\ sf' 8\ az\ -� \ \\ '���\\'. \ ����1��\\l ��\B9j\\8q5 .'\�\ \ � i � \ e\ \\\� — 9g\_ �, � \ � � ��>>�� � ����\�� ����� ' \� � �� � `,,� � � �\�\ 6 ��; — ; —8 ��? -� . � ro�� ` ��������xa � � � �� � \� � �a ��� �,, �\ e, \- \ �\�� \ �\�3> ��� � � ° �� � � �\ \ � � � �� m9 � �, � �� �na � �`'e�� �;,�, �,��� - � �� �� �"�as� L \ �� �� � C..������� d � �� 1` � ���V �N� � � n � �� � 9' 9 � \��� � \\ \�� \ \\ � \ � G\fP \ \\\\ \ \ -�.\\ \,� s `' \ \ � 0 L 'F� U`Itl6�YkRD ��\\ \ � � �� � � �\l� �\ ; )'i��I��� \�\� \\�� ������—�—P,�\\l�\ � � � \ `\�� � \` tl<6 � \\ \\ J � n 2v� � �\ _ � � � � ��, �y� ,� �� �� ���� s �V`�� �� � �,�, 4v������� �� v--�_ `.���� � � �� ��� � ��� � V ' �\� '� 1 � � � , �, � � � �z , i � � �\A \ A � � � � � \` � � �� � � ��� � � � 1 �� � , �;.� � �� ,- �a�� � � �� _ �� � T � � � � � � `� � � � � �A� . �.� ,r" ,A���Y"s . -. . ,�A. _ . �� , . .� �' \ , � ���i � �� � �: r� ,���/� I ��:� � � � � � . FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 44 N Z 0 N w z � ti � N U Q � 0 w z m 0 \1 O Q N U Q a � � � IN O � � � � � � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATE 10 13 OWLS EYE VINEVARD EMILE LOUiS CEBEL o - o � � � O �-- � N '� � � qj �` d- � � � � �`?<� r �n � I N 7 I h � d' � I V � CL'll' RIP RAP BANK $TA&LIZATION 1 � �� � SEE DETAIL k35 � I I , I EST 65 TONS � _ E5T 120 SY GEOTEXTILE � — — J I � / ' , \ � �1���� N -� ^ , CL 'I' RIP RAP EST 11 TONS �� .__ \ � EST 22 SY GEOTEXTILE � �� � {� � SITE 4 � ___ ------1�--�� c � C � C PROJECT REFERENCE NO. SHEET NO. R -27�7C 7 RN✓ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 14 OF 68 � � � c o� � � � � �' \� --�/ w � � _ _ `�� � , 3p„ _ — w � \ � w� B = v .`' �\ � {� �� � �;, °WS c � � �LI � � �'7 � — � � � �� FS 2GI-B \ . � , � � � � S _ 5 t � � _ ...., F / JB w/M�H � � F . . � �\ ,,,J �'` � __ � I 2 r �� � 2GI-A FUT_GRAU 350 TL-3 ' W \� 5 � �. Pq g 2GI-6 FS � � — __ - _ � 2GI-B �FUT:{AT-7_ .L W/FG — U "' WiFG --. � O �% �5" R P IV . n O � GRADI ONLY � + 18" RCP-III = � � - � N 82' 07' 30J" E F V - �-- za. ecP-m � � Cr zG- \ \ � -L- Fs �Y _ s i-n � _ Q P �n �� � � -- _ �; SHELBY BYPASS s_� � A � �,t W I � � �,��� � GRADING ONLY �� z, m I � _ J 1 FS 2GI-B � I FUT. GRAU 350 TL-3 i�'_ 5 FUT. CAT-1 F5� 2GI-B U � � I I f� 1 � ,x �Pn � � � � � Q � I I i' "t �� / F /e �G Cl 'll' RIP RAP BANK $TABILIZATION C � Q �� � SEE DETAIL k35 � � I � / EST 65 TONS \�� � � I � � / � ` ., EST 120 SY GEOTEXTILE � � � � Q i � ' �2 � � � � � f � �� �� �� � ��� ,� A _ ,� � � � / � �' Q ,n, �— �� � �� � � ��� i �y � �C �— j TOE PROTECTION l I � STA A25 � 50 TO 427 i 00 -L- RT SEE DETAIL t5 \� c,t J, I E�4"'i�. EST 90 TONS CL'B'RIP RAP '°\ � � �I I ,�7'�` E5T 200 SY GEOTEXTIIE I � � ` \� � � �� �� � ,s � � � � � � �� � I � � � 1��\ � � �„� �� \ \ �� t"�",-�„�,s� ��� � ��:�� � � �� � � �,:� � ��� �� 4� � ����`� \ � OWLS EYE vWEYARD �'�,-�,z;;n� � `� � r^�f . � \ �\ T� � \ � Q � f�� \ \ i:� �; 7 � 1 _ < N - J `� 13 >`'� EMILE LOUIS GEBEL K � - \ _ _ FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 45 N z 0 w � � ti 3 N U Q � 0 W z m 0 � O Q N U Q � � � � IN � 0 � � � 3 � PROJECT REFERENCE NO. SHEET NO. R -27�7C 7 RN✓ SHEET NO. ROADWAY DESIGN HYDRAULICS \ / � DENOTES IMPACTS IN ENGINEER ENGINEER �l SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � � '' OWLS EYE OvINEYARD . / ;'EMi}rE,�(pU'3i$ C B�Ur �I� f � I / �°��� �� \��j�����~ � N = _- ���� �� � � , �// /� /�� � � �/ ;' ;' ''��\1 � �' � � j���—;i j �(� ���� PERMIT DRAWING � "� ; -, � - � ,,, , � ���\� 9�� ; ��;� � � ; ����llll ����'�—��// � I � � j �, � � —�—� ��a� SHEET 15 OF 68 � ,' y - � r�/� � � ��� , � � �� � � �,�� � , � � ��� � \� I � �� '�,� � I }, >� I � �I' � ,i� -,� ����; i�I����II,��� ������������� �� �lI ��� � /% ��� � � � �- �;, � , � _ ��� � � C71, �I��� �� ������ ������� ��9� � ��� �„� � �I � �v � 11 � � �� ��'1 � � % , � - / , , \�({ , �1 � I I I I I \\ ��� l ��,Iq P BANK STABILIZATION � \ I \ � \ \ \ l � \ / / � � � � /� �I � � �'- (�' � � � I I \ \ \\ �� •�. \ \� I � II DEf I # 5 I r I , I \ \ I \ � �.'. , , _ � � \\� �`� � �� �� �\\� \ �� , I �/I � � /� � �{iI,2�,}, -� ji ��� \� \� I 11I 1\ ' \\\ \\ \ \\\\�1�i�����1 � � I � \ 1 ��; �Y��1 TE ILE \ V � \) \ � I I 1 � �,���\� � � i � _ __ L�."� � � \ � 1 1 � 1`I \��`` 1 ) `� I -�1 l y�l I . � � ���\\ � � �� 785 ���� I I I I � I I I � � _ �'J�: , \ � � V � � ' � � - �=�- ��-��� �\ � � ���� � �� � ��,�'��� � � �/ i � � � � � �� ��� ����r —`��� �� � , �' ,� � �,���-_ � , ) � � � ��� � ` , �'��� 1 �� ���' ���� � \ � , �` � \��� -' / �. � ' � � i �� �\111 � 1 i ���%��� �� � �, \ \ ��1� �� I � ��'��� - , � ���V ', ' ,� _� �_ l � � � '� �, � , s,v ���� 'j'�� �� � �l'�� � \� � �� ����� �– _� , , , � ��,� I � � � � � � � � ��� �� � � _ � ���, � � � � � 8� �-_�, � � �� � � � � � � �� � � �,,� 1� � _ � �� �� � ������� � � � SITE 4 � ��/` �! _ ��� � �� � fi /�-�= -�` � � � � � � i � �,,��e�� � � -- ���i�%% - , �� �ti � ��, � ���� , � � � � � � �. , , �F � �� -/ , , �, , , � � : � ����� ���� r���_ �� � ��� ��� � � ���� _�-- ��. y� ���k���� � >� I� �� 7 � �i/iV�' �; .��� � � � � � � � � � � _ , ��I�I �� � � � ; � � � i � � � � �' �v�� %-� � , , �� ����� �� I `, ��� ���,I��,, ���s �, (����� � �� -�`� �����V`� ,_ �� �� ��I �1 �I �� ��%�i�'� �, w �v � �� i � \ d� �� � ) �� � � � ' �V'� � �-���� � ���\�\\�_ _ �'� i� �� 1 � � � � a ��/�,- � o�b � �j i � �� � � �L � �� � � �, ��, � � � � s I I I�� � � � � , � � � = � ���� � � \1_�� 1 �� ��� � �, i / �� � � �-- /- z - � � �� ���8 � ,u � ✓1 � � 1 � ,� � s � � = _ _ �_ � � ` _ � � � � � / ,�°, r � -, ; � w � J ` `V �y �( TL-3 � _� - , �� � � � � � � � � � � 8� � � _ - � ' � � � �i'l'�v` ` "�� I� � � � � �5�1 � ��' � � �GftAY� � � �LI lU_ � � ��' � � � � � ' � � � � �'��� _��`�� ��iA�� �� ������ � �7P�r�l��l��� l���i� ��� � i �� � � � - vl � �.. �� ii � `� � �� ,, � �'� i ' , �' � - �> � � � ���� i , " � `,; ,, / l i �� � ��� � � .� ii � O � l8 r=m- - � � i�F / _� = \ \ � \ �� � � � - 1 � � � r �� ;� � \ � i � � / / `� ' / / � O � �� ' � NLY� � � � � � � � �� � �� � I O � � 07 Q „� �,__ ' � � /�� 1 � \ �� �� � � � Z� ` \ ��1 �`� �� � �\ , �� s �I'��� I I V �za^ ROp m �� ; � � %7 i v � � � � � - Y � _ q� -- - � ,� � \ � � , , � , � � � 1 � � � A � / � � - �" �� \ � — . — / � ' \\��� 'A � \ �� \ �i. \ �\ � L ��' � \\ 1 �\ \ , P \. \ � Q _ , z �� �, n � U� � � ; „_ � , � � � � � � E�L .� BYf A � -�� ,i� ���� . `�-'� � � 2;�� � � , � �'� ' � , � s� �' � _ ' t � � A � _ � � � �, � � - � /; � ' ` �� �� -__ -� �� � � � ���� �A � � � � -,1 � . A �\ � �% � � � � -� / �� \ __ - ' � � 1 1 ` �� � � �� � � ��� � a�� AV � \ \ � � W � / / �/� , � � ' � v � � � �� �� `-�-_� � �' � A �f � I" � v � � � � �v < � � �� � � t, , / � ���a z�-e � \ � s � � C� Z ` � � ��` �/� � � ���3�� �� � � ��V-.� � _ � . � �� ��1 � � ����,��� ������ � � �� Z �/ / � � I ��� � S � ��� � � � � ���� u �oi � � � � � ��� i� �V� � � � fl / � ///��� _ � � � `)���- � \ � �'8 ��� i �� �i �;�"�1�� � �\� �� \ / I- � \ � I �� / / / /-'� I��\ �� �. �\ \\ ( � �\\\\`� \� \ � � I 4 � � \�� �l I�'cljJ P BAlyl( ST BIL�TIQN `�` C � 5 \ � \ zo � � I � � � ��� ��� � � � � �ss�,Ymu a � ��� �� \ \ �' � � � � ` � � � � �( � �� � � � �� \��'e ��� ���� � `� �� ������e �'^ � �V � A � �t������r���� �- �� 1 �`. � � � �` � � �� % ��'I-sz�— �� o�� � �� � ����� V� ���As ��� � �� ' � , � j A i�1� �A��� .� �\\� V ' � �` ��.\ `, � � ' '� � � � ) , ! / / j j � — �� "�"�'\� � � � �� \\�-�\ � \ "�\\ � \ � 1 � `'�� �� \ � \\ � \ ( �� '��'\`\�` I � \ � �.�i il � C ' � � J � �/ /�� � � \ -�. �\� �� � \� _ A' �. ��\ \ � �\\ \ � � \\ jl \ I � \\\ \ �\\ ` \ \ �\ \ \ \\� � \ �� �\ 1 . ` I �/ "' �rC � II) __ � ) ,�� �� �`:��\ \ \O��\ � \\e� \\\ �`1 �-1\ /. �1, i I\\\\���1 \ I('� I \ ) o-/. ( /l � i � � � 1 � ) ( � /1> ' i I � � _ _ '��T9 -.-5� �0 � \ , 1' � _ I � �' / I )� _ � ��\ � � �Y � \\ \ � o \ \� I � � � / �' � O I I I 1 I I I _ �\ — �' O S \ \� \ I ) __ ET.AIL / \ � f J / ` � � � / � I � , � � l� �I Il I ��OrB \ � �� S�P�RA�� 8�\\\ �\\ \ �� ��`�� \\\ \ l � � � QI �I � w � // I l � ( I / � / �� I / ��\\\\ \�� \`� \ � � �� \ � ILE �\\\ �\\ \ � \�� \\\�\ � m I ( I I_ � � � � �� ' � �'' �' - ��V � � -- ��� ���`���s:� � ��� ��� � � � �\\� ��V � \ � �, �� � �� � ) � � P � ; . � �1,�� � �i � � s�� � __- �°�� , �v �� ���� � � \ � � ��� ��� � � \� � �, � 1 v\ ` � A I �t � � � �\��� _— � t � �� �� � � � ��_ � � � � � � � ��� � � � /�'I l /� `� s��� � � -- ��=5�8� ����� ���—�\\��������� � s���,� ��� �o���\ � ��' �,����� � _� /�� /� , � l ���i� �� �� �� = � \� �- _,� - � \�\ � \� ��� � ��� `o �� � ���V ��\������� � �, '� � `� � —� 718 � � / /� O� / ��� �✓ � -� \\ `bs- � � � � m \\���\� \\\ l �� \\\ \ \� � I i �i � �� ro �, \ � / ' ��� � I I l '� l � (n� ��r CS.�� —�\\��� __ � \\\ � \\\\�\\ `' �\\ �8\\\ � \\�\ \ \� � � �� 1\ � � \� \ �� �� i��l �� �ll� �� �� ��% �'���---�����,'���V� � �_ \�A����\���� ��� o� �� �� �� ��. �_ �i� � � � � � � >� � � l � ( \ �I�� ���� \oa �� �������� ��� ��� ��- �� �� � �` � ������� �' , ��� � ���,�� � � �� � /--�' — , � � � � � � � � �f % � ` �� "�� � �' �°�s � ��A� �� \���� �� m� \ L�� '��1��� � �� � `�`_�� ,A � - � % � � -- � �\ \ � � � ,�'' � _��,�z� � , ��� � �� � i � - ; � , - � ������� ��� �� ����� � � ��������;������ „��� ��� s8�� =��������� ,,�, �V� �\� � � V / OWLS YE 'WPlEYAR � A � % _ � - r � V � � 1��3 ;or; .� �� �� ��� � � � � � � �� � � ��� � �� � � 1����� -- ��A\���� \ I'-� � �,;��� � ���� � � ( � \ � � - �/�- � � � � � � ��� � � /�,./�/ � �� A� �� � �� � �� A��� ��,A�.�i� � f� � �,I � ��� EMi�E �ouis cEeE� � � � — �` �I � � � � � � � ��� ^h � �l /---��\/_ ���-� / / � I ` �/ o �i li \ \ �\J�, \� � �, \�� �\ - � �� i i �� � t ° � � i� m ���� � � � �_,ti�-��f �� s� ����J � 1 ) �E� � �� \�`���� " � � �,__ ,-��—�= ��\ � `� � 1 I � I I I ?, , , ' � , � � �� � - � -, -��, _ � _ ��,I �1 , r,� � __ 1 � — � e � � � � ,', �'�, , ; I �, � ' — � i ��� � � � \ � � ���__ FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 45 � PROJECT REFERENCE NO. SHEET NO. 0 R-2707C 076 � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER 42 + 5 L- ; ; ; ; - 2„ RC - PERMIT DRAWING SHEET 16 OF 68 si SITE 4 80 � , � , � 80 , , � � I/ � 78 � J B W/Vv1 H I ,� T P = 77 .0 78 \ � IN QU = 7�59. �'��� ��� � XT G A � 77 � � � � � 77 � i A � — — � _ � � — I � — 1\ � _ _ li_ —r— \ — 76 I � _ —r — - �� I � � 72 �� R p I V I N 75 � � 2" RCP � I VO T L PE 0.% 75 � � 75 . I ETG BD 74 I I � I s ' 74 ; � i � i I I � ; � PROJECT REFERENCE NO. SHEET NO. 0 R-2707C 086 � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER 43 + 8 L— ; — 6" �� _ - PERMIT DRAWING SHEET 19 OF 68 i i , S ITE 6 SITE 5 __� � � � � � � � � � � � � `� i � - - � J B�V/ H i � � � � I V� IN=783. � �i � � � I VO T�77.2 �� � i ^ � / /� � I � r I � — IN I �. — I � = 89. �` 66' R P EX G BE � � , I SL PE = 0.9°/ SL P= .9° � 7 9.Q s � ; � ; � i � i i i � � 6 O 5 10 PROJ. REFERENCE NO. SHEET NO. � � R-2707C X—I55 N — .... —� .. . :. . . .. .. . — .. . 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 � 1 0 1 0 1 0 1 1 0 � 1 0 1 0 1 0 1 90 0 0 0 0 0 30 20 1 1 PERMIT DRAWING � SHEET 20 OF 68 - -- � � � � � � l � l � _ � , , � � � � � i � I � SITE 5 I o � �I 6.d 6d D.P. 5.840 ' I 2:1 i IM AC S I UR CE W TER � � � � _ , - 5 c. �85.3y8 I I I• I � I I � 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 90 0 0 0 0 0 30 20 1 1 6 O 5 10 PROJ. REFERENCE NO. SHEET NO. � � R-2707C X-224 N — .... . v .. . :. . . .. _— .. . 1 1 20 30 0 0 0 0 0 0 1 0 1 0 � 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 1 0 I 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 � PERMIT DRAWING � SHEET 21 OF 68 - -- � � � � � � l � l � _ _ � , , � � � � � i � I � SITE b I � L � � � � I I I � IM AC S I URF CE W TER PO D � 0 ro v:i o:i — — — — — — � ,, / i �.r. F.a�ro � / ss soa�e I 39 + 00.0 i � � i 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 �DENOTES IMPACTS IN SURFACE WATER � DENOTES TEMPORARY \ �, �,` � ���� � IMPACTS IN SURFACE WATER ,� \� \' , ������,Q�`�`\\�'', �, ; � � , �, ���� �1�\��, ��� � ��Y� �l�QJ� t+ ��iQ ✓/� j / i \\ � \ � � � i I I i � � �,�4 � ����I�� ������ �\ ��, \ I MATCH���E ST ,, , A /6f�0 �� �� ����� ���i i� i i Y3- � k � , �� ,4 � ��� � 1 I��II ` , � ��1���� '`� ` ����i � �� '� / � � � ,,��;i.';� 1 � � �' �� ��>> >>)1�� ���\ \ � � � 'r. ���������1 � ����� .ii>,iif��, � � , �, ,3 '�y ����II�IIII�II���� i � �;'�;� � � , , � ' ��� � �� � � � EMiLE LOWS GEBEL� ,� Cp �, � � � � �� ���� `� V � �� � / � � , I�� � �.�� �� . � �� � �, , � � � / + � �� � � � � �� � A���� ��� \�: � �� � � � � � V � � � �; � , � ����o s_ ,�� � �� ���.���\ \� ����� � 1 � � ���� A � � � � � ��� � \� ����� �� � � �,� � \vvvv� � � � ��� ��� \ � �; ��\\�� � ��A� �; ;���, � � � � � , ��� � � � � � � \� �,,� ,, ��� � ���� � ���\���V��\s\\V����� ��� `s �� � ����� � � ��`�, � I�� � �', � �" � '; v�� �\ �����vvV����v �� �� � .\� �� __ �,\���� �1� ��' ,� � � 8�s �� � ��� � � � ��� � �. �� � � �, i ' � � �'�� � i o,��l ��\\ ��\ \� � � � ��`\ ��\ � �� ���\,\� ; 6 � ��_ � , �-_�� \\�\ � �� _ A r /r � � ,_/ _� ` "' �� �r : �� , J1, �,i _ _ � � �� � ��� `,, � � - ,� � � ��� ��� ����� ��` ,, � � ��� , , � � - ,_;������� �j� � � � ,�'�����,�����,,_�� ��\,\,�a��,, � �� �` ti "� ��5� i/ �� ��� _f�— � va�. ��j�. � /+��—/T � � 1 � �� � W / �" /� / �F 2C'��/ /)b'^—�� � , \�� ��// f I � � � � 48�`X . 2 - - o;�� —%, � � � � e�; / +j �`�,�� � ` � V � � ��� � r� �. / � — , _ , W / , � - G � /��31�lL� —< - / / � � j �� � �;� �,�, i�-' i — � � �— �� � � - � �' � / / /�� ' —L_/ � F�/ 2�F o O ; � / % �/ 24" CW1�F� 2GI-eY / / � - � RfP III — \ � ' o,a� / , SH �1`RASS - / � � I � ' ; � �, � � --� , i ' o � �;' �� � ' m � ' � / �, — - — � i � � �, _ A , � RA I Pd � � � , , � - Q �� � � - i / ��� � � — = ' � $ � � � _ , _ ,_ � i e �,,o��;�, ��, �� m� / � FS 2 R \ �X P I z��/�/o� �!//� _—�— � �, //i �/ ��� / /�°'�/ _ _--� =�i �i�=� z i c � // pQ � � �j //�� �_ _ __ �}i� �� �/ ' / ���� � �� f � �� ��� ������� �_ ,� �/ r / � �+�� � �,�— / � �/ _ �_—__ -��/ � /// — ��� a � /�., ��a� ��� — ���/ �C`� / // //� B�i'�� —�/— ����i____ --� CL/ '� � � /' �� � � � � � ��� ���± I lo / � � .*h/ � � l^,. � / / -- ' _ �'`_` � ' / „ — � � b♦ , I I� H �p,M DIT E-WIC� 'B' RI RAP � I i i_� � � �� 54^ �H� ,;`� \ `\\\�� ," �� ��� ,��A� � � � 1 � X \\\\ �, % I X , �� �� �, � �� � - � / STA-e*t3+501[0�449+00- RT �y d� ,''/ ;-�. I ( / / , � / / j / � DETAIL #1 / `-' � S 4�' 6, S � / . s� c�r�Ce �� � � � �� �' v 1 l r �� � �sr�s ro s�� �y '�1 � ` � I�� I / , /�� 224 CV G�OTEXTIL�j / /�i - C�/\ � `—__ �_� _ _ �� ��!„l �� �� ���� / �/� �� � ���� —_ ��,� I �� � � �� f � � f / � - � j ��t ---- i � � � � \ \ � � � � � � � � �j � � —1 � � � ���� �� � � 1�� o �� � ��� o � � � 0�� \ � s< 1 �� � � � � � � � I� I \ �C 8 n � \ _ �� �� . �� � � � � �� . GA�' MA GU - �� � � 8 \ �� � 3� ��� �H � ��� �/ , ���� �� ���v� ����� � �R��/ � i, � � v ��\I� ��i%, � \ � � � � ;" � � � ��\ � � \ � � � � ! / �/ , _ -- �- � � s �`�i�� r I�`\ ���'��� � � ,� �i� � id � ' �� � i ' �� '� � �� >> � �y� ( �%l � � �=� i,/,/ � ,� i� �� ����I , ��' ��IiI����� �;��1���ll��l� ���' r� ��'e��$ � ����� �� ����� Y ��`,�(�� ����� �I��' i� i ��� � ! ��i � ` �r;,a�s i,� I�, � ,��'!II� � � �,���il� �� �I������� i, �� �� , , -�� � �; , �i„ \ �MP��I II� ... �� I� �� � " � ��i ' ��,��� ���i� � � i i , '� � � , A ��� � a � ' � �i I; � , �`-' °" _��� ��� ii �I � � � ��� y � � ` I �, � is,�`�` ��' ��j,( � ��� � - � �� ; ������` �S )/ �/� I ���(II YP II � � �� 'I-I�IjI� 7� \�`I����- // � ' yl � h�� � ` i ���/� �r��� I �`.'I , - �II �,1�. �I,��� II����,�/ii/rnP�l�'.JIR a �Ij� �11�,��� _ - ,� 1, ��\�� �I� � � � -_` �`� � ��` � �rr� �� � � il' ` 5 �� s;II' I � ., � - ���' �� II;� ri, ' �, MATCHL/NE STq 25 f�� �Y3- SE SHEET 26 E % � ; ���,�/ ;/ � J � \ , — � , , �� � � I � � � ��-� r� ��� �� / � �I `\ �J �III`\\.' 1 I`�- CL II RIP RAP �// I � IR�NS` I I��r�1\ \\�\ BANKSTABILIZATION I � SEE DETAIL i'38 ��III �� { ��� EST.100 TONS � � I�, i � '�l ' EST.l90 SY GEOTEX 7�1 �� �� li��; -Y /u�j: ��� �i�i�i� � �'/64g.Br ,,�; � ,' � ,1; , �''$,`�, ;� ; ;i// /' % � �LEE�,, M� TON i � � I �': .�r; � �� i�'�; ���Yi � , �� , ��„, � �� ( � i� .� , �� ,'/��� �� � � // �� I �\J' �,�rl ����{'-�M'� ,�`� �,, ���,� ��aEr��� � s � � �� ��(I EST�S9 �O� CL'B RP 1 i I X ES�T 3531 Y�eorexrafi �s�l, , � ; � ; � �-� L -��� A�,, ( � /� l ! �' F �`"�'' I � �'�/ SITE 7 I'�� �� �� o ( i � � \�� � � �l �r � � `� i `� I � ���' � � \\\ � ��� ` � �' ���,��p �� , �� � , �� � �����1 � � � � , \\ �:,`l� I \ � � a \; �v ������� � ;; � , � n �' � ���� �� � , ii�i�i�i , �P � � � � '� ������ ��� � � �'1 �� I� �� ������ � ����rex� �—�� � Ilj I� i �� �/ I��I i� l�� ��1§ �� ����_ � I �� �i �� +� I�� I I i I j I� I O\ \�\��5 \ \ O� ��LE\ B�_ R#��I I I ' J/ i ��� � I �� ��. �3� SY Gf�C)TF T� )� I �`�' ��� �li � I >)I � ( \ \\�.�;'�� ,��t��� g����`'�1%%�,� � � ��� �_ }�,� ��� � ��� i sEE �', il �\<1 �1 �)'� I /�� 0\-� �2 ,M�I y���E� I �i ��`\\�1 II ��i � 9�3�'���� �' I�� �/ \ � �� � ;j II ���\ .\\ \\\\ ,� .I��I ��;�I������I��il�l,���l �����'� ��`�`!�,���,I'������-��� �I!,�,I� i;��l�����V�, �5 i�'� � I���� � �II�R L'�'�y1��I�I�I���������� i I I I I a i �� s-���o ) I���\ � �� 1���,11 ���� �\���� �II I I I 1 � ,��' �LBOy� \ ( i � � � � � � �V�l �v \ ,�� \\w , ;,, �� � - �� , �� , , ����>> �� , L � \ ,\ ��1\ ,,, ,�II �rp�f �� I 0.5 �y T IOP� FyP � \�\ \ 1 ll j � 1 1 1 �I� I I� ''i�ll ll � X\ �' I I� I(�` 5 �SY�6E0 EXfILEtI I/ /// I I I I I )I � I I\\\ � I pI �� )/I � \ ( � I\ I /� I I�\ IA AN (�7X E�"P �\ \�\\� II �I I\\\\ 2� �/ ���� SEE S/ IEET 27 �. � ,,, �', �,� \ �����I ��;�����''����' 16 DR.GARY L MANGUM DB i65 PG 153 � I PROJECT REFERENCE NO. SHEET NO. 0 � � � � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER -- PERMIT DRAWING SHEET 24 OF 68 -���- -� -�-- �- -�_ _ S ITE 7 1@ 8' x 8' CB SIL � � � � � � � � � � / � � �� � , � `�- O � � � � �� TB T � � � TB�LT _ -- —. i �— — __ — — i :— — �— I ^ — — — = -- -- _ _ --_ _ . � I I A ER UR AC L E=11 � I � I I I I I I s � ; � i � i i i � � PERMIT DRAWING SHEET 25 OF 68 FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 46 PERMIT DRAWING SHEET 26 OF 68 ,,, � � �� ���'����� �� DENOTES IMPACTS IN ��,� 7oE pRorE�7,aN �� ,� 16 � SURFACE WATER � I I II \\\ STA d51+50 TO NLVERT ANO � . � �'�. ., I CULVERT TO 454+50 -L- LT - 7 � � �\ ' ' � 1 III II\� �U SEE DETAIL #5 / —090 . \\\\� \ II ` \\\\\ \ ���'L\A�tJjt� \ � I I ` 5 1 CL'B' IP RAP � L � \ � � \\� �` .... \ . � � \ �� GEOTEXTIL \ ^ \ � \� " \� . J � \ l � C �`������� �_ � �� ���� �� �8�� _ � — � �� �� �������� � ���\ �V\���� V����v � �v _ � � i- � � �� _�� � ��&25�_ � _ � `" �� 1 R �� ��� �� � � � � � � V� -_� � I�-� V ��� � ���� s��� � � � � � � �� V ��V �� � ��is � �� ������� �������� � � �� � � � � � � o �-- � �--- ''�''� - , � ,��, y��� _��� � / � ������ � � �\ �\\� ��\ � ����� v�� �— � � �� �� // � / / `l �. \ \�\ \� \ \ ���\ �� \ �/ 1 /8''.SE DITCH LINED W/CL 'B' IP \\ \\\ �\�\\ \\ \ \ \\ � � � \ � I 1 \1 \ \ \ � ��� � �'. 456+10 TO 4 7 L \ ' BOYCE �J. HANNr1-- � ��\�� � �� �� � ��° � � � � \ � \ ��� ��� \ � � � � � � - �� � � �� \ � � ��� � �—,1 ���� � � -- � � >�= — � \\��— � � ������'�i�� � � w I � � � � � � � y -� �-�'=- -� 1�� � � �� `�� � `� ����� � � � �� �1 � � � � OTEXTILE � � ` \ . �s \ � \ o ' i. \ I T '� \ - \/ S� \ �, �' �' � � o �� � � --�A ��/r��°°�_ � ���� � � � � i � � � � �� � � � � \� �� _ _ � — � x � � �� ���\�\8os-�- —� —��� II �— � 1 � ,,�� � ������1� /\-i I ��_�65 ��.� __ � _\ \ \\ \ �\—_ \\\ � \\ � / I I�� S� \\\ �� \�� �\'� � I I.I �L �B (R� P �- � � \ \ \ I �� \S .p� D\T� L �W�O' RIP RAP / ��� _ \� \, �\�� 10 I �.�\ l I i r I �\ TA 463+ 469+50 L LT � � '� v - � _--__ �\ � \ ` — \ \ -� �\ - - _ � , o I I � OTE E \\ \ � I \ �� � �I �I '� \ \ � �� SE��i7'7,TON5 � ` ' � I � E�T 3 T �I __ � /� � \ ��,no��� �� `� a � � J i � � i i � i �. esr �io i e � � 1 � � /� �� � �- � �� ��� � ,, � �� � � A V � V �� � � � �� es'� saa srs6 orram�- / � = i , � � �� VA��i _- ---'-- `„�� o � — - — \ � I � I ��� i �, �� �` � � � � � �� es�n�� � � i � � - � � �a � � ' ) \ _ � i �i „ — � � �— \� �s — _ , - �6� �� �; � � � �� � � s�� ��i I �i� � � ��� � � �� � ` � � , � � � � � O� � V� � � - _ �--il� � � \ — / ��� �� � / I��� � � � � ���i � � � „� � �� � ��� �� . � � q��� � � � - � I �� _ � i - _ _ � — � � o . 1 ' �n � r . � � � . A � � � � . I � �� � � ' � �� �� _� � i �j i � � / � e '��� `� � �� � � � � � ���� � _ � _ � , � \ � � , � � � -��-- }j-�, � --�-%��- ��-�_ �� � ,'� � ; �1 � � — �,� � �� � T� - - � � BDO • � �` ' � � � — '� � � g�� � %� � .� �� �/ � ��' �'�� �� ��i' � � i�.i �� � � � �. A 5—�j � _ _- � ��, � �, I ���I I ���� � / � �� ��� �� �� .� � ��G�'AU3�j�OTL� ��� � _ _ /35 /�- �O �_ � �' � � � 1 � ��� � � , � � � � � � � . � � � �0 � ���� �' � \�� � i � � �� � — - � '- � ' J > F- � � � �� � � � ,� i il� GRAD - _ �_ _ — ` f ' � _ _ � �� � � �� � �� �- �- � � � ` � � �� / R��_� � � � w �� � i � � � � , � � � � _ �WLY� _ ._ _ z�� B- ��� � �u \ � � / / � i � -� �= � —� � z � , _ � l �� � �\ �Gi a _ � =�� �� � `�v - ' _� � _- _ � ij�� -_ � � � �- \ � 1. _ _ � � �I � � . / '- � � � , - � . � ' - � � . � - -, : �U W ��� � � - �� � � , 4 / � � � � � � S � L�➢� ni�, � ,' � � � —, - � �A_ lU �, , � , � � � � , � �� � �: � %� �� . � �� � �_ � 'ta �� � �tl � i �� i\ � b I � \ � �� _ � � � i � _ � i� , _ , � � \ , � � � � �� ..__ � < �� -`. � � _ � _ , �� � � � _ za;� acr n� �, . '... � c O � � u � _ � D 1V �3NL � , � ° � ,a�- Rc un � O� .\ � � � � �� o � � � _ e'� � _— � �87 !35 �2 �- _ � � i �� � � �s � � � + , � \ � �� � � ` � �� � � �� � _— � - � - ' �� A � � � � - � / ����� � �� , � ��� V ' _ - �� � � ���' � , � �� ���� ,..� �,� -�� -_ �� S\_ �V�� ������� aT� �N� � �� � ��� Q � . � _ 2�� \ o � �� �` \ , � � si �s� � � � ' � � �� �?� � � _ — � � -� // C' �� � � i i � � , Q " _ � � � � � � �� � � \ ,������ � _ _� - \ V� � � �� � g3 /��`�� - � � . � � � .'��� � ��� ���� �I � � ��.- �- - ��A� �A8 �� � � _�ll� / � i � ��� � ���� �A �_ �— — � � zo=z= ����� — I _ � � � i , � � z � �\\ N � � � �\ �_ `_ - - � E„_5 — LL \ �� \ � _\ \� `Z��� � -� � / �/ / 4e �sh � uL� �\, `/ � � � 1 �I � � � � ���� , � �� �,�>�� � � �� �,� � �-, � � � -��, �� � ,� � — �-��/��/ -„ �� s Z - ,� , A ��\_ �� o�� � � �� sPec � cuis��ns€ ortist+ s�8� � � I �� � U . � ��` � V A � � � � -_— ��� , � sTn aearso r.,�„ �o -� 2r � I. Q Q � i �, �, � `� i � � � � �� � I �I TDE � �" � 8 7 —� � � � � � I �� ��� � � / CHORD�€f o���i�- � % � � �� �� �. � � � ,� . � � � �� � �� � � � /, G , � �i.��_�- ���� J S � ��� �� � II� � � �� � � � � \I (��� / �� �i . \ � q/ � � � \ EST �\ � � \ \I \ �\ �� .� VII J �/ 22 ��1'a€F��T�� � �\ - 1-pri I /f/� /,/ � � \ � / // �-� - - � � �� �s r` br��Tue � _� � o r � � *i� v��� ( � ! I i � , - � i, � i ��� , �� � A �io � � � ��� J I �= �� � - ___�� I � � � � � I�"� � � I �m i � �— f � � � � I 1�\ o -/— � 'I � � � � �� ���� � � � ��� � -✓ ' �/ � s��� �_ � ��� 1 � i �J� i� �� � I � /- � � �\ u\ 0 � � ' BlS� IL�D IFC L��\ _` _� 2' BAS�DI C LINE�D '�I J / / / / o. � / / ��/ � /CL 'I� f��kh I ` JP W/C ' I /J I � � x� \I\ \ � ��/ / � GZ S E �9�}:IL�'. � \ ' \ ST�. �� +� �/ / � � // �' A / � SITE 7 �� �� � �/��/ � �� �s �°�or���� o �' �� ����� � �� � `'�, / �,. �`I. I 1 � \ � O?'g � �/ � CY DDE / �V � � � � � � / o // ; �,���� � / '� � / �� ���/ ��/�����// � —�a�—�\�-���`��� � � � � � � ' � � � � /�//i � l , ��_ ���',�;� ;� � � �� � � � � ��� � � � � � �s� �;� ����� ' , �/ % � �/ �......��. �II�. � �� I �I, � �� � � � � � � �� � � �TY�ELB'Y � I � � / � � ��� � � / l�� � l/ �% / � � ,_ _ sts�/ , w , � , . , , � ��� � ��� o��%l � �� ���f� I �� �� ///� �, � � � / /�/��, � � ��, , , � / � � � t�� ��� �� � � ��� � � I�� /o � ,; / , �— ; - , / / � ��;� � � � �� ���� �J � � � � II � � � � I I, � � � � o / � ��ss� � i � ����� ��� �� / �_ � \ �� � � I� � ,�� ! � � �� //�� ��� i �� —__ � � i �, + 1 �� � ,� � �� � Io� �/ , ; ��� � �_ _ �_ // ���� � l � � ll � /� , ,�, o,. `. � � \ � �_ � r //�� � � � ��� � �� / i , L �MANG � � j �� I � � � �� � � :� � � �`� i � �� � � ��� � �� � � � � �R� �'� �, /- �� i I � ' � �' � � � � � / �� � ���_�_- � � � �9s��� /�, �/ 1 /� �� ,� � ��� �� o � � , �� �� , ��, � ; �-- _ �� � � % , l � �l � l ,, :� � �r � � � � � � �j � �_���� ���� �� �,,r�� � � l, l�l,�������l�i�� l%�� � �, �� 1 � i� � � �! � �' ' � � /�,�� , �� J�� l l I �� � �� � � \ � � � � //� , ����` �� //� �' � - � ' ��� �� �<� � �s % � 1 � �� �/i l ,n,,� � // ti � �� � �6L / OJ&_I � / �� ' � �/' , � � � �� . I� � � � ��_ i FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 46 PROJECT REFERENCE NO. SHEET NO. � P E RM I T D RAW I N G R-2�o�c ii 9`yF,L G� � Q � S H E ET 2 7 O F 6 8 ROADWAY �IGN EE7 NO. HYDRAULICS �v 2 ENGINEER ENGINEER 5� � -�- S�� � , � i 19 R�� F F DENOTES FILL IN ��/ F WETLAND BRIDGETTE M.EPPS k0� �° �9 � \ DENOTES IMPACTS IN � 5� P\� �8°�M� SURFACE WATER � � ,������ ���� \ � � � DENOTES TEMPORARY -�- POT a7a+a5.79 �P a4 ���� F�W � \ IMPACTS IN SURFACE WATER _Y4-REv Por 2a+o5.50 � Q �, ��, � �� � ��` yA•��� ' in �= 52°03'4/./„ � {� { � A�y\`n � S L � . � �� ��A � � C � REMOVE ��\\ � � CL'll'RIP RAP BANK STABILIZATION zl \ 'Q SEE DETAIL �36 � � BOYCE J. HANNA � � \ � � ���� �L S�� E57 30 TONS � � � � \ \ � $�p�� E5T 55 SY GEOTEXTILE � � � �, � \O 4. �� \ � \k . TOE PROTECTION �,p STA 475+75 TO 476+50 -L- LT � � f�, �.' � REMOVE \ F � F LL 2 � \�r� \ �( SEE DETAIL #5 MTL r? � �� EST 45 TONS CL 'B' RIP RAP f?, � � GAT�f \\�� \\ /��J EST 100 SY GFOTEXTILE 1� Y / � SPEC LAT V-DITCH ' \ (k �.� � STD.BERM DITCH LINED �CL'B' RIP RAP Q STA 15-i-00 TO 21-r40 -Y4-REV RT— t� �\ � � / t:�y 1�.' STA 463 i 80 TO 469 i 50 -L- LT SEE DETAIL �15 \\\ \ \ . SEE DETAIL ;F7 \ �f � � � � � � � R " ��� ���� � �P C ,,, � � � ��\ ^ / C � � V ''�'o �J � ft, f� "�'�e� i� �. f�-� � �\ j'. C !� '6'RIOPRAP . lD � <��� �.`,�'p"J � � �'� -��j _ _ _ _ — � � � \ 18" CMP \ �I-8 ST T N 1 O —`-'6 � �- -- � � .�' �" � � � \ �\ \ . SF EST 5 SY GEOTEXT LE \ \ r G CHESTER PEELER o � �— --�� � � \ s., �p � � 2� c N � \� 16 � — �� \ — � �o'�� SITE 8 � � � \ �j REMOVE NO C � \ DR. GARY L GUM W � 5.2' CONC HW�� � p0 � F C 48" RCP-III w W F P � W Z � � Fs z�i � �A �� �� � q� �� i C�e �MH F Fs� a�� s � � � ,-`"�'� � � �3 \�\ \ � � . � � � ��s� �V �s � � W v, � GRADING ONLY :�2�° �,, A' GRADING ONLY � v�, � � , � „� S - � O -" �j T.CON ETE BA �R O O FS -L `^' �� � FU . TYPE 77 � _ UT. TVPE B-77 - FS 2C'� A 24" RCP-III O � �k--.... 3pza�os �. 2GI-B SHELBY BYPASS � T. TfENUATOR FUT.TYPE 8-77 . FUl)N 8-77 FUT.ATfENUATOR � � ' s�9e- '� �� F 7. ONCRETE BARRIER - � � w � � � GRADING ONLY � \ £ \ � �,.,,M N G ING ONLY � � � � 24" RCP-III � W � �, \�\ \� 2GI-A � � 2GMzq RCP'��'', JB w/MH FS W 24" RCP�-�III 2GI-A � � �� F STD. BERM DITCH LINED W/CL 'B' RIP RAP �\ � REMOVE ��', N \ /� , 48" RCP-III/� — — — � J � F�, STA 471 +00 TO 475+00 �- RT \ �l0' CONC � 3 � �� � . � F F1W '. � i � � 7'`7 SEE DETAIL #1 \\ \ � J � p ' � C U � � EST 160 TONS � �, � �i �N C Q � �� 1 � � � EST 356 SY GEOTEXTILE � �q � p �` � Q � {— ` QTE EST 160 CY DDE �— _�_ F CL 'll' RIP RAP � � — ' BANK STABILIZATION \ � � '� SEE DETAII #36 C _ � � � � /� �,\ \\_�� �b EST 30 TONS BDO` \� \ EST 55 SY GEOTEX7ILE C /� ��_�� \ � �� ��� C � /. W R r� �— — � R ���� � � � fl � � � � � � � , \ �� � � � - � � % � � �- � � ,�,�W,�r � � k �,� Qe.W � � � k �wi�T w 9se�v � � � � � �� Zzoa � � � � @`t` ' � � � ?� h ��+ � � � � �� �� , / \\��Q -Y18- POT 10+00.00 � _oiTCH \ �\ \ I /o / \� �; 1 � \\ � REMOVE B�,T � STA 25+50 70 28+50 -Y4- R7 � � �' / d zio CHESTER PEELE� � � / SEE DETAIL Y. /� �\ \ c� � � (�� / EST 387 CY DDE � . J `I i\� \� �\� S�PR�zo3 �\\ '\ �� c 1 /\� � 48•�0 ��� ,,-' + `�p� � �� � �k��2�' � � 17 N� c �� F �� �� ���� Q� P2��� CITY OF SHELBY Q ���' ��� � � �� � `]� C�� is � � \ \ � � ca � �� � � RM r e sK � � � C F � �+ � � � � ��� ���i c \� 40/0 i � � � � \ CC \ ��aQo�o � zn� coNc � pR � � � � � �0�� ��� \ ��� o � � �� � � F �Y��ST 28+06.l4�` � F ���� _� � -Y18- POT I2+00.00 \ � ��� 5 � BEGIN CONSTRUCTION \ � � — � W >- F \ z' \\ J � 2 O F \ �� FOR DITCH DETAILS SEE SHEET 2D-7 ♦ � Q— FOR PFSH DETAILS SEE SHEET 2D-2 -Y18- PC 13t65.16 � �_ _ � Q FOR -L- PROFILE SEE SHEET 47 F�c I— FOR -Y4-REV PROFILE SEE SHEET 57 E � FOR -Y18- PROFILE SEE SHEET 76 Z 0 � > � 0 � w W Z � W W � O O + � � � Q � � W z J Z U ti Q � 2� ����� � �, i'� S�� Si � �����' �� � 0�����' �Q �'� � I� ', � � \SR\ . i I I ���� �\� I II � ��. � �� , ���` ��.� � �t��, � i � � F F DENOTES FILL IN V �� F'� ��_� WETLAND � k0� � �: '4°� ���— \ , � 5� P \9� � '\ � �\ \\ — _ `. n � ����� �� � �� � ��� � �P 4.4 ��� ��� . ����� ` � �F � " � �F� PERMIT DRAWING SHEET 28 OF 68 � � � �� �� � � �� 'I � I� I/ I,� ., �//// +}§��� I / I � �`� II I � �;'���m �ll � 19 Ii�� I � � ��`�'r�/; �,J �i I� �' ; \\lii�"' I RI�ETT �1i4P � i,� I ,���Il,�l��i � i i i i � �� I � r �I � � ''� �� � � ' � � IN / � /�� � ) '�i� ` � i � ' /` ,� , �i / � � I �RY , % -,�i 1 anrl�� ��d+dF;�i4 /I l I� II I\ c� � E PROJECT REFERENCE NO. R-2707C RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. I/ HYDRAULICS ENGINEER FOR DITCH DETAILS SEE SHEET 2D-7 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 47 FOR -Y4-REV PROFILE SEE SHEET 57 FOR -Y18- PROFILE SEE SHEET 76 6 O 5 10 PROJ. REPERENCE NO. SHEET NO. � � R-2707C X-344 N _. .... . v .. . :. . . .. _ - .. 1 1 20 30 0 0 0 0 0 0 1 0 1 0 � 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 1 0 I 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 � PERMIT DRAWING � — SHEET 29 OF 68 0 g � � � � — — -- _ __ _ � W - I - . . -._ . . . . . . ; .. . �. �. :. . �. �. .. . _ .. .. .. SITE 8 L �t � � _ _ _ __. ILL IN ETLA D �u — � : : i / � s:� h:i --� : , I �� � O.P. 52.5/9 - - - - � �_ . I� � _� 7�+00;.0 � � � � I I I I L � _� , � _ -- � �-I� �- --- F:, 5 � _ -- - � - _ , D.P. 8 �2.092 84 .47 tt44.6 � °; °° E,e°°,°° 76 + 50.0 I i � � i 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 PERMIT DRAWING SHEET 30 OF 68 FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 47 PRO PERMIT DRAWING SHEET 31 OF 68 ROAi '�n��«<<v�� �� ������\��\�� � �A ' �� � �� �� � � I � v � ��,� 1 1 � ��� "�,�; i '�'''� ���; = �� ��� � � � � � ��� � I � \ � , i � � �� � � ,� �� � � � �\�� , � A\���� � �� � � � i �/� ��,� � ���� � ���� ���`������� �� `� � � �, � � � � DENOTES IMPACTS IN � 1 � � � � � �9 �� �Q � � �g ��a � �e93 � � 2 � � � � � � � I � � �� SURFACE WATER � �� �'� � 3 v �r �� ��II � , � 9 0 f � , � , ��I �RID�ETT �A�,��S �._`a � es�� �� ����� � �� \� �O�DEA D.�AMRIC�' ^ a �?� \ I 1 / / � / I � � ����.;� ��� � _ �� I \\ S \ \ l \ S 11 V io \ I\ \ \, I� I � I I� I I I ( 1 S< \\ \\ � I � � � � � �� � � � � � � � �/ � � e� 1 � I i, e � 9 � � � A � � �m ��� ;�� iii=li� i �+ s � � �� — �- 1 � r � � � � � � � � � ��T\ _ ���� 88 � �.� � � 11 � � � � � ��� � V � �� �, � � �I �a�a� 8at ���� ��� � aa� i � a�� A '� i i i 'iiiil � ` ��\ �, �\n;a' ��`-7:.- � ��� � g ��� �w ��� c^� I 1 / /8 \ � � �\6 �`�s\\e \ �� � I I II I I I IIII�II �/ � � - "'> a� � �� 6 � � � � �� �� �! � — _ �__ e� � � � � � � � � � � � � � = �� � �� � ��� � <<'<<�S ��'� ��e � ��� � e�� � �� �'I / /m � � n a� � � V� � � �� 6 � �� � l l�'I���� ��� , . �, J —� , � � �� � � � //1 / �� � �� / /I � � � �� N � 6s��� 9 � �m�=�g �� '� �ll � l / c��/ < ��� . � 1 I /I�\ f � // / 0,° / � // � I ,n-, �N 66 \ 6cP D68'� g Bi9 \ m\� I I /�' nr I /��/��/ � � ` ( j � I I � I I ��I /// I I � / // \/ � °' m " / / / � � \LJI� e6 e \\ � \ SAd' \ 1 I // I JJ �I I `° �#�°il�� "�io/ / � �\\\�� I I-. V I ! ��,� �a I // `� l / / II � � / v� / � � � \\\ \\��� I / � / / � ���I���I�� � / �ill QI � � �EST�R �Ef��� � � � � � � � �, � � � � ^� � � � vy � `. ��� � � �� � l I i � � lu i ���, � � � � � U i � , „ l � � � \ 6 / ��� � ,� ������ ���� �� . �i� � � i � i V � � � �� ���� ,�m �� � � '� ��� � � �� � � �� �� � ��� i �� �/ /III�� ��� � �� � "�I .'��I�,� � j � i'\ � , I I � � � �` i � ��� �.�// �I� I� I � � � � �� ��I � i � �,a� / I /�' � q�� � �@,� \ � I �� � I I � � i ����� ����� ��� � -- / ��� � � � � ' �� i �a / � �� � � ��� — �_ � 9a* � ' � � � ��q l � / � �' ia �� � i� ,�, i /� � �� �� / ��i /� �� �� / �� � � T ��� �I �- � ��� ��� ���� //J4������ ��� / i � �� �� � /� � i/� � � � / � � �� � � � �� �/, � r }7 +so o�4�a��.�� SITE 9 �° I �/ , ; � r— � a � , � �/ � I DET IL 1 �, A � � —�— 2 � � � � � � _�� � �� 1 � � I� � � // ,� J � I m�/ B' I A � / � ' r V � � / � m � e� �9 � /M / � / 9 �� i � _ I � � _— �� � �i� rr � �` � � i � o o�� � , , � / � � � � ; �. � �; � � � �, � � � �b � � �� � � � � / n, � �,��o�� e re i � n ,� � �-s� ,, ��� � �I� !� (� � �� ���� ��� �� I �, � � �� � � � ���� - m �,�! mm�, ��� , ���� � � � „� 1 % 9 w ��� I I � �,�� ��� , ��� �� � � �� � � � �� a�'/� � � �� �� � ����, ��� �� � � �����'� ,//� ��� ,�= Z �� � � � I �Fs � �- i � �� � � � �\� � i�Fs z i-� I P ' � � I I�� � � �� / ��I�l l /TT -// i �� �/ � � / � r \ ) � I i � �� T \ / /I � �° / F � \\%( � J � � � I ���\ � nl Irn \ � � � \�� \e �.,jdJ.:, �` 9� \.\.- \.. L� � � I I I �� �/// �I,�I'i i I I �III � � /2// I i// /�/����F�//� T' A , /j �yj� ' I�y �I _ I - ,�� _ � l I ' I I I I /i ��w ni. i R P V ��'i �I� \ \ I / / v, '� � `� �� �� N�Y � � �� �� i , j � � � � o l l� �`e ���, ��: �,� � � i �I �, � �� , �,, � ,� � �,;� �,� � � � - � — � � � i° i� , i �� ; � l � _1 �- _ �� � 1 , � �� 4; , o a — e _ �� � - a. i , i s_ i _ � .� , s��i V � � N� � O i _ i ' l i l' �a � C �i �A �s �'� �� V ia �L � Fs �s i �m lm � � � ��J z�a@ I + -- � � � i � - � ie�� P-m s N � l i � � i -e�1 ���I�� � � , � � � � A I i � i � � � �V� �s \ �� � SHL�BY BYP�qS� � - � /" � � � � � I �- l G -��su� ss �� � � ,�`� � i �✓ i � / � �i � � V � _ � � � ' � ��� I I I \ � - �� A i - �// � I� � �/ �'� '�'f s�ie l� ;- �e� �A� ` ; Q � i ' _ _ , � � ,, ��� i i � � � � � � '� ��� G�DIM'd ONL� � / � ���' j i i i �F _ � �� _� ;-_� ��a � �,t � � I I \ � :, � �,�� �/ � i i i f S aF / e i� �� �s^�at� v �1 , � � � s \ � ' � � /� % J ' � � _ ; � �'\ �\ I �1� 1 �� \ � \ i ��� f� � \\ \ _ i II I I � /' � � �/ � j,M1, � ( �' \ ' ` , j � � . FUT crsnuJss tii s _ � i% — - �� � wrF ���,' J I �� , � I I � ��� 5 2c� e���� I I ' /�" nG��3��' � I � �� � i ��� � �� i�� �._� _ ` Z m� / �� 1��� � �� I � � \ � � � � � t � � � �� 1 I 6 � ��� � ) y \ ��,.�" � y � I �II /� �I ��, L\1 \ \/�_,, _ � _ � ;��, , i � � � � I i N (�� 1 � ��r �� , � _ \ I I / / \ @_ - � 5� w P cC ` �' I \ a � I P � V �.1 I\ I I / I I I \ \�` / \_ \ I J / / Q \ � \ \ o� � � �� \ � � \ \ I \ � � I � ' I I I I' � � I I P I I � I�� � 1 �" IC�`� ��/\ � �aa99 � � \ _ Q `� � �j� � � \ \ � 66 � � I I I ( ! ro � �\\� �� X � _IL9 ��2 � - I ` � � , -�– � .� L3T 4 �ielG - __ _ m s � � A � � � � � � � � � � � � � ,/�� � � � L� � � �g—�A V� ������� �'�'I �''' 1 Ir j � ��, � ��� � 1� � �'vr� ��� j � � � � � � � � � �� A� � � �� �;�aia�— �� ��--, m ���� 1 � � � —�- � �f— � ° � � m� \� � �� -s�a-� � ���� I I I � � ' � � I� � �� �� I � ���� � � �'� �� � ��/ ��� - � � � � � I I � � � i � — � � �� � �� � A � �� � �� \ � � �- � � I - a � I � �J � � � � � � � � �, � ��e� ����� �� � � �� — � — - �;�. \ \ II�� �� i i � \�, � -' , R' s� s �� � ` � ' � / / \m � ( I � ( \ - i - \ I I I I� I o i I �a _ �� � \ \\ ` -iPEC 21AL. A3�-9N_ C& _ - — - � \ � 1 ) � I - \ \ —�RE� ' RIR-RAP _/ \ \ �� ti � F�' s _ �n i 1 1� � � ; � � � � � � � � -,� �� i�� ` � � I I � i - � -- -- _ - - �- \ . (n \ \ 1 �„\ � \ � �, n\,� �,. \STi1� �Tf50 T0�8�+Sbd- RT _/ �--Q I � ' 1, I � w I CHf S�T IR �PE�EL� I _ � ��` / �� \ \ I \ I I I I I � I � \ �� � \�� L.T � \se ���ea SEE DETAI ��� � - �—_\L8� - �9a�� � , \ \ , V II` \ I I� I � QERM D H L�NED W�C6� RA \ t�e8�\ �ESTbp TO�§� �088-� ' I � � C. R.___ _ '� _ ' \ \ \ 5�'A.4 +0 TO 7+50 -L�� @� 87'SX GEOTE E - - . � v I � � � G � \ � � - I 1 � � � � I � 6 ,m\�1��I� I� . � � J I 1 I \ \ J I I � � D�j AI .1 B\�_\ �_ � � � � � , --ra£;�__ � �� I - � ^ aa B ��,O�I��R � � \ C 2' L4T BAS€�B�H — � - I � I I � \ / '' \\ � \ � � �, � � SY'� _ ' I I, I �/ �, � i�� \ I \ \ )\ \\ \ � � 9 �\ 6� ESi 10�' ONS� �\\ �\\ 906 � bgg LINFiTi*//CL�FIC&AP h __ � / I i \ w \\ �� 9 1\\ 9 I I / 64 233 5 �i${� \\ � �` Ae55SA�q ST�12 49.Q I 10 _L- R�T�7-- �— ` ' � I � Ic � I � — s n �, \ \ I I / � a \ � �1'C�6B� \� � �6g \ � \ � � �EE DETArIL���r./s — - __' _ i$'L€ � � � �a , w `,_ � � � A � � � � � � �� L � �V �� s �� �h_ �4oT�u �� ���e—� � 8 142 5 E E � � � , ��ris� � � � ��� � � �� � � � � � � � � � � �� � \g�tb8� ���� � EST �0`�Y-0B�j ��� _ , � _� v � � � ll � � �\ `� �6 \ _`� a� - � �� i I ; �� � � � �°6-� � � � g � � �aaa `���ca� ���� ,_ � � � � 1 N � 9 6 � — � m \ m m m � \O> I � ' 9 \ � � �� �iS ) � �y� I I m I � / �. `_\ �e0� \ �"a � \ \\� e�8\g�688� � �. `e0� / _\ \ i I i � � \ / C,-. _ ro � i �' iv � J m m � _ � � � � � _ "�d\ ( s \ III I (/ c b \ � \ / \ _ __ � \ � ) � � I( � o�J�lm I(I� � �c9S� JI I N/� � � � � \� _ ._ � , ; I i � , ( I C� � -� � II LO I �0 DEAN�L,HAMR�K �., ' � 1 � � � I I // I l � ( � �/ , �— ��� /� —,_ � �Im �� � '1 � �� �m � I , � D , , ���� , �, 2 ��� �� i!�I �I � i � !�� � �I� I � � ��' - -� _ ,,; � ; �,�� mi/ ;,-��� , - �� , � �. ���� �,, � � � ��� , � FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 47 � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 20 LOU DEAN D. HAMRICK 2� i � SITE 9 CL 'll' RI RAP BANK STABILIZATION SEE DET' L 935 EST 45 ONS EST 83� Y GEOTEXTILE TOE PROTECTION STA 488+50 TO 493'-00 -L- LT SEE DETAIL /FS CL 'B' RIP RAP / �� � EST 270 TONS E5T 600 SY GEOTEXTILE ,B wS�Lid � SITE 10 \%2' BASE DITCH W/CL 'I'RIP RAP SEE DETAIL #4 EST 36 TONS EST 65 SY GF EST 10 CY DDE CL'll' RIP RAP BANK STABILIZATION `S� SEE DETAII #35 EST 55 TONS EST 102 $Y GEOTEXTILE 20 _ F � TOE PROTECTION STA 490+50 TO 492+00 -L- RT SEE DETAIL fl5 CL 'B' RIP RAP EST 90 TONS EST 200 SY GEOTE%TILE � ;w? rn v 2' L4T BASE DITCH W/CL 'B' RIP RAP STA 494+00 TO 496+00 -L- LT SEE DEfAIL #7 E5T 60 TONS E5T 133 SY GEOTE%TILE EST 119 CY DDE � ,s coes UNDERGROUND � � _ � - � 3m � w � 2GI-B F � TOE PROTECTION STA A95+00 TO 495+50 -L- RT SEE DETAIL .=5 CL '6' RIP RAP EST 30 TONS EST 6J SY GEOTEXTILE HAL D DMON 3' BASE CHANNEL W/CL 'll' RIP RAP SEE DETAIL �16 EST 50 70N5 EST 93 SY GF EST 20 CY DDE ��� �� SITE 11 i �H 4" RCP-V V� � � � 15" RCP-III PERMIT DRAWING SHEET 32 OF 68 �22 � NC DEPT OF TRANSPORTATION :� � � �� � PUE � ���� \ F� � � — — — ~ W — — — F � Z 2GI-B 2GI-B (n W/F(; 15" RCP-IV W/FG 2GI-B FUT. CAT-1 F5� 1 �� � _ � F � �� _ _ — � C HW 3' BASE GHANNEL ?t . W/CL 'll' RIP RAP W � � 0 � - _ � SHELBY BYPASS � � Q � � FUT.GRAU � 350 Tl-3 ? � —_ — —_ � � i, 23 � NC DEPT OF TRANSPORTATION R PUE PUE . .- ^ ..,—�`..,�"�^.:�:✓�; :T�i.:r� � � — �A NC � GR � „�--- a �ROY FRANKLIN WRAY I � HTR , ii r� €� � � ��_—_ � I � 36" Bk � � � I � � � �� � I I � ` Q � I� � � I �s Q I � Q � �� I� \ � j1 \ SeKO I \ � FOR DITCH DETAILS SEE SHEET 2D-1 FOR —L— PROFILE SEE SHEET 48 SITE 9 PROJEC PERMIT DRAWING R SHEET 33 OF 68 ROAOW, ENC �/ z � / � � ��� � �'�° � ��� `�� � � � A `�� - � � ' ' � � o� `", � �� — A � , � DENOTES IMPACTS IN / , � + NORvw� ���€� �i�`�� �� � �� ,� _ � _ � ��I��� �� ��%/ � SURFACE WATER � � ��_ �, � � � � � � � � t, �1��� 1�1� ! ����� I /� )�� i �. � � \ � �� � � ��_ � II � I � � DENOTES TEMPORARY � � � � � ��� � � A�� �I � I����'� �'� IMPACTS IN SURFACE WATER_ � � �� � \� �� � � � — ��I ��� � � I� i � � / / � � �� �,� ��,r� �,,,o,,, , �� � �� /� �-� v, = _ L � ,i� ( I ! � �_-- �i ' � � � ��� � i � � l � l �/ ,- � � �� �,���\` �",, o v��\�\�� —�� s�8 � � � � � j � � �40 I � � '��� � DR�� IGAM�t �W Ir� � I � � � � � � � i I I I � I I I � � � � ������ �� � ����\ �� `�� � l � ��� � � � �� � ��� � �//� � I � � i ,( �� � i , �1� ��\\ ��� ��; " �� � `� � � - ���� � � / � � � � ,�� � o � � � � � \ ;i 1 � 1\ � ,� j ( i � I,��� i � � � � � ��� ��� I� ��j� '� � � � �`� V � ��� �"� �, ���� � � � ��� I I, I I I I� �), ,� � I � � � � I������� �v �� ��, ��� %,,��� � � I I � I � / � � I � � J � � �� � PT _ F TRA R�F ��� � � ,� I . � I / � � � I , -" � � �C D�_ 9 N�`RO � � �� � I\ � /� � J� �� � � / � ��, � � II � �_ � �� u, �I � /\� / ___\ , � I � � I I I EE II Ei LRA'�P�5�AN\K STA�I I�A�� O I / / / �� �,a � I / /\ �� / / _ \\ "�°�\��j; J �I I �5� 5 i QNSc� J i u� \ r � � � ( � �� / � � ; J���'I IIa .,��- / :� —. �—_�a ,, . _ - , ,, , ,, �� _ , F J� �St 3 � I � L o I � I I I `\ \� � �/�T, , P /DdI �ry' / W / ✓ �,�/� \� —ObB� � � / , � �_\ � . , � � /1 \ /�� �A 4 �00 �y� /Op -L- L � , b / / / 'Sbg�_ \\`�� : / TO CTIc�N /J,, '� JJ � � � �O fSE 60x�L /� / � /L / � BASE C�H�AN�NE� \' � //� -- � \\ � +50 `� Y' �. 0 i"- T/ I � �/� /// G ILE � � ��� , � �� ��� / / �\\\\ . : / AIL , �� \g6' � /�/ 19 /T� j SEE_ . 3d1-�16 = ���- �� "� � - _- , _-- \ \ \ \ . . � / -� _ �SbB�_ � c68-� � / �T/2� /r� / �i � \ s"/ �/ �' � % I �� ' � i EST 93� � / J � — _\ � � ' esr � o �� o x�a � � '� /� ��✓/�/� � 1 I�i � �� €s�zo cra�- _ _— \�- _—� � �� vli —_ _ _ �/ I � � � ��� , �/ < � i ��� --=c,� -- __- — _—_ -- - — -� — � � � � — ^ -�- �5 � � „ � , i � � � i , — � - / , „ /' � �— — - _ °_b �— _ - ���— �- _ os��\ r o � �_ � '�V ����� �,� + � � � �A � �V` a1\ I Q � � � �� ti �� � � ,_ „�, z `,�' \, �\\ �\� i'?�\\'l � ,��� \ � , �\�� �� a ��� , ` ���� �'II�1I �\\ �\\\\�\\ ��I I� \� I> \ \ Ifl \��\\ \� � E AIL # ���������� � ���� � ���v �� �anP \ � \ � ��\`�-• ��\ �\�\\\�� �'� _. SITE 10 � � _ _ _— � _ _ "\1 � � _ % � , �; � bu"° - �,� —u - - �% --� �� zi � ��_._sss— � _ � -� \�� ; ; j ' � � �„ �� SITE 11 = —�°98- � ay� _ - ��� —1 � � �� _— � �,� \\ \ � � � ; �/// � \ ��j , j ;; � _�ha��= __ sss-� _ -_� ��`J�°������ �: \ — ��,i � � 3� I � I . 1 �i/�/ // �%- F �-� �— /� � =_ '� �- /\ �-')��- �_- _-.. , \ V�� �, ' � `, o � /��� ✓ !��'� ` � � _ �—�_ - � _����i�- � �V� —� ��, � � I � � ) 1 � V � � � � � w / i i i i `�� ���� // i i o _ zeGa -- � _ � � � _ �� V � � l �� �/� ' � �i � .J ��_ ��L ���� .. A_ �� � k� %_ � _ _ii�� w!��_�„�u l_ �!� � �_ _ �,�_/_�� _ iiv_ne� �e��i_�,,,� � ��` l�� _- a�. — T � � _ ,� -----\���� ���`\��� � �� � '�I�� � i � 1�, LBY �i � s-�� °- - � - - �ti . �_y __ =- - �=cs:; - -� \ � �� -- -�� \ „ % -_ _� ; �____�_ i�1 � �% ��7 / j ;�j � �'-' i %_ � -- F -- � ' 1 �I � � ,�// i I r I� ! � / / � / /f ' �- - — Fu?�s�tiu'. / J � _ _� � �\ � � �y� cn � Fs � _ // �� �� F$ I 360� il_ 3� I / I r E �/ �� /—�— - � < �� � I w, \ l \ / � f� $F / i = � � � � sr av + o rb a9z -� '/� � ��� I I — / —55e � � . E D�E�TAIL 5 OL¢ � � � 9 \ \\ , \�� '-0 � / � I i � � ��, , � �� ,, �� � � _ o � � — _ ,",B' RIP P �' � � � E PR CTi@ N „h ' � � � � � / � I / C ��T_ � � V � I � T��O T � F,, ,. � � I � I � � � - - �_J �`�� , i � i � � STA 495+00 � - - i �. � , � �',3 �B �E C �N EL� -� I � � � � ---- � � 7 � � i / e�l z�o��� 8 � �� �ee nESni J ���� i � �, ��� �, � � i i r� ni� aia ar. � � � � �/ i � � � �/ / y �,�' �_� , � � CL &1�RAP ` b T I 16 1/ I _.) I II I� . Ii I I I / % � _ %�30 TONS ` \ \� I` /� �(�\ ��S���TEj(�ILE1 I 1 I / / � � / � � � / �� I3�� '9F` T�AMSe �II�!�i�i��l . �� i ���.���� � �675Y6E0T TIL � A������ v_ A��� �\ ck� lin A t � / � � � I � � �/'KiA� �% ��_ _ �� ; �,����� ������� � ��\ �\��► ��� ; � \� � ����\, ,» >>� � �����s�������� , � I �I i, ���� � � ,��� � �_ �� ��,`����\ � ` � , �� � � �/ � -� `� � � ��A�� �, /� � � e s � � � `� � � 1 I / \\� � � i `� � � �\���\\� s� � � I \ � �III ��I � � ��� \\��\� \\`l �III I l I /� �— � \ � r\ �� ��` �'�� \ �� � � � �0�2, � �\\�\������ � \ �II���� � ���� ;`� � f ��� � ��u � �� � ������, ���� �� C � °� \\\��\ �� � ) �>>1������� � \� \� � � � \�\ ���� or� �� �\ � ///--� ,��,� �� \ \ �� � ; - � �� � � \ � �� � �HAL Dt'l( �� �� �y�\�� \�� � ��\ �\\\� ,� %i��>„�, � � �\� � o � � A � � ��� �� ��� ,���,��, �� �_ — ��� � ����\ �� � —�� \\\� �V ����� ��� � ��� � � � � ��� ���� � � �� �, I ( ' � � c � �i � � � � � � �� � � �� . �� P� \ \� � - �\��, _� • � � � � � � 8�� 89 , � � � , � � � i - �R � , � ��, ..,\� I � l I \\ � \ �'��F�RA�(JKLIN WR Y�.....,.� l�� Hre S I (,I,�� r'�I I �1����11�\ � ! ��� � �� � � '",, A` , , I i � � v���� �� `,�, u�� , v� � _� ! � � � �� � � , � � , , ,,___ , ,� � � ����� � � � �� � � � �; �, , s �, �, � , �� � ;, _ll���l\�1� ����� ��\\ �,��� ��� �,�� � � �� � �B L ����— � � ��� ���, � i� � ��� � �\ �� �� �'�� �� �1��'�, , �, � ���\��\� � �, � , \�� ,s �� � — , � � � �� �,,, �,� �\\ ��, , \ V . : _ ,� �,, � , ; - > � , ,, — �� -� � � ��,. �� !_'� — \ �SeKO I \ � 0 0 + 0 � Q � � W z J Z � � Q � FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 48 � PROJECT REFERENCE NO. SHEET NO. 0 � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER 49 + 0 L— ; ; ; ; — 6„ RC - PERMIT DRAWING SHEET 34 OF 68 SITE 10 , � , � � � \ �, , � � B I W/ iB I D �\ � INV I bb" 8 4. XT A U L GR U D � „ „_ _ — \ � � � — _ — � — — 1� i — — / � — / — I — ,� � — � ` ' � I � = s 7.2 6" CP 6" R P I =$29.6 � � � _. o L PE 1. % i i I � � ti � Q � .� � E i i Q � _ � � T - z 0 N � 3 � � -Y6- POT 10+00.00 = F F �E WETLANDL IN 4 -Y6A- POT 10+00.00 � DENOTES IMPACTS IN � 26 � CAROLINA WATER STORAGE ��- SURFACE WATER �� �� -Y6A- PC I0+93.66 �, 2 DENOTES TEMPORARY � Q� � � �s IMPACTS IN SURFACE WATER / s�� � � ,z, � ` � �E �/ F` �s � � g 24 � i ���\ \ � � pU� P�F p�e � e / ��� s O � / � � LORA PASSMORE �V�F1� (`'�� rc��fYy, ( \ \R e C� i\ \ R— PUE �� PUE / � 0 �� _{� L�so r \SA W � 6' 'B' RIP RAP � 't� R,�, � / F � \ E T 1 TON „'-�"-� � � L,J \\\ �-- 7" LAT BASE CHANNEL YJ` \ E T 5 G OTEXTILE � � n, �� `� Ef�EDEDlk111'�AP 5'BASE CHA NEL \� GR \ t„Y �j �� F ! —iTA 03+00 TO 513-00 -L- LT � SEE DETAIL #21 � / W/CL 'll' RIP � \ ,r., \ �� � \ \ EST 2663 TONS / SEE DFfAIL #R� Us \\ \ ' _ EST 3700 SY DD esT so roNs � � \ __ y6A- / \ 2 n EST 93 SY GEOT LE � ��� � ``\ � c EST 20 CY DDE SF� � / �,� � IC DEPT OF TRA SPORTATION � P 2�,rj A � �� � ' PUE � � � _ exi wc R.W % i_ C �� Eos i�� �' s P E MARY J. MISLE A '-� � F ��� . . � � . � �1 � � {� exTs � F / � I I� o w � w � 2GI-8 W/FG W W � C� � � � F 2GI-6 + N � � a Q ' � � (/� 15" RCP-I` W 2GI-B � W/FG Z —\ � U \ � Q � 2GI-B WiFG -L- TS 505 SITE 13 � — PUE SITE 12 =PT OF �RANSPORTATION � � � �� � 444___...,,,��� � � �� � {; j � — _ — — F — _ — — -L- POC 508+92.03 }�"'�-�^L,,, -Y5- POS I8+05.06 _ �-�,=.J36° 34' 48.8„ � �SHELBY BYPASS I-B FG N� � � � \ \ REMOYE - F _ � / �R '--_ ca� sa acr-w � �.. CHORD aeMove ' /�" / / e' CMP R � h �Q� 4 ..F PUE PUE PUE PUE 7 iF � F ,� / _ � i `t/ ��.� �� p� �F ' S' LAT BASE DITCM W/GL 'I' RIP RAP � �I� /� e -� srn sos+oo ro soa+zs -i-au«- �I � SEE DETAIL #13 I �^^ EST 452 TONS �F � p(� �� EST 772 SY GEOTE%TILE � I I� F, � EST 600 � DDE N��I I� -- Q � �� I . 7DE � I 4s o-� ��� � 1� � �I� � �� w I 1. � — 12'FCP I �ol �I C � � � �I � c �'�. � �I �� �I � \ � �-� � 6R \ � II �nl I� O f II � �I l i Ij: �. I �I - - � � '` i 1 �� is�o -pJ � II NI �ii`a i ...,1 i. Q �I . ....��� � JC CALISBY � + � ROY FRANKLIN WRA� � � is^ acP � �� ie^ acP � i GR II �r� '� � � �� � � � �� ��� � �, � '� REMOVE 3p^ CMP , c �� � ��= � � i -�� ws� --�-y � i � S —__ i� � ��Q /j/��'���' �/Fi � � • /�Jc°`'c���,�'�/%���P/��� `�_ ,�s61& � \ � SITE 13 -Y5- POT 15+76.05 = -Y6- POT 15+35.72 F -. ... -'. 2GI-A � _ � � � � � � � �_ � � SITE 14 � \ _ \\ \�� � 2 $ �� � \ Q � CIC�ROLYNDAACODY& � s pGF � l �, 3 2�x p:J�c �f �� 41 OE PROTF(C�ION D. WAYNE ALLEN 5 508+/2$ io S��o -L- Ri � � DETlyIL�#5 'B' Rlp� RAP � EST TONS � E,S,i�620 SY GEOT TILE � � I f� 96'Q� Ls K W 4 � L+,'? � X Q I� � � �SM� C X � � BK I n � / - cR_ \ I �, � � �/ � � �--, X ��/ � �� l � PROJECT REFERENCE NO. SHEET NO. R -2707C l4 RN✓ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 35 OF 68 FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 48 FOR -Y6A- PROFILE SEE SHEET 58 z 0 N i � � � � � w W Z � W W � OI+ N 0 � Q � � W z � 2 v � Q � PROJECT REFERENCE NO. R -27�7C RN✓ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /4 HYDRAULICS ENGINEER PERMIT DRAWING SHEET 36 OF 68 FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 48 FOR -Y6A- PROFILE SEE SHEET 58 6 O 5 10 PROJ. REPERENCE NO. SHEET NO. � � � R-2707C X-408 N .. _ ... . v .. _ .. . _ :. . . .. _. _— .. 1 1 20 30 0 0 0 0 0 0 1 0 1 0 � 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 1 0 I 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 � � PERMIT DRAWING � - - SHEET 37 OF 68 � � �; . � SITE 11 . � � 6d 6J I I I. ... .. . 1. .. .. 1. . —. .... — . —.— _ . _ 1. ... .. _ .. 1 .... 1 .. .. .. .. _ _ �.a. ae.�ee . . . � Z H �.� � � 3 � � � _ � _ _. � _ , �.. � - � ttt IN _ � —. I � i � � � T _ _ � — --- -- � � ss. 85 . �o 84 .70 �� I I � � � � . .. � . . .. . . . , N � � � SITE 11 ro — s' ``' — % � � � D.P. 554a . .. I � . .. . . . 4 , µ � S RF CE A ER � S RF CE WA ER _. -- SS. 5/017 0 + 50.0 I � I i � � � 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 26 CAROIiNA WATER STORAGE �B 1566 PG 2200 �DENOTES IMPACTS IN `� SURFACE WATER DENOTES TEMPORARY � 3� ; f ��,T ASE �HANNE� W, �, � IMPACTS IN SURFACE WATER � EMB D CL'll'RIP RAP : �� � �� STA 3+00 70 513-00 -L- LT � ��n, �.' . S SEE DE AIL IF21 �"� ^� � "�,.,, i, � � � -Y9RP - POT 0+00.00 "'Z, f,�,� "" � � X S� -L- P C �3+63.7 -�s, � � t� 47.00' �Tl ' � �s � �_ , _ is �,__ / �x _- i CL 'll' RIP RAP 3 -- � / EST 57 TONS E5T 104 SY GF - .y ` L .` y_' . ._...�5 � � � . . i 1 1_ - . . —75' JS..� .` .. �'-� ,_ -...'_ �. , yY s ` ' � SOIL _ — � -- \ � �C CS � .)5� � � � �� - m � � CHORD R �� �� � � o�i , 30 � Q ��' �� B BUSINE55 CORPORATION . 3� .{ �� 1 �- DB 1049 PG 404 ._.._...""'�---""' .� O � SITE � 3 � JEAN P. WILSON & .. _ - - . _ fw'� �- BOYD D. PARKER � F � -F � \ � .Y �"'r `"� . � �� �B I467 PG 1522 C � wf r� — — — — —/ � - '�l 2_9 r`"' � _ � �.�"' �� _- SC 5+11.99 r�"�: � � � 0� P� �bw s a � \ �� � � — �Fs m zci-e ,;;,, � RAMP _g ' v� �- - -- AROIYN A. CODY �f,.,.i1.r � ESTd�TEJFthE'"�bb�`�'E` 91 FUT. GRP.0 350 TL-3 �p�N(', O� W ' Wc — _ — — _ — _ � � � GRADING ONLY �' � � � w z � w -�- Fs X � �u � W 30" RCP-III � 3o RCP-ui SHELBY BYPASS zG1 A e Z O 30" RCP- II � � � w�cGRADING ONLY � X � s � � — _ — _ _ _ _ _ — — — — — — — — — � � � ' F�T. � T_, �DIIV pNLY' � � q � Fm -Y9RPC- TS 1+00.00 m` W � ST=NE HW��-:.� / � — �GI-B / Z -20.6' J� I� F C �� I�CJ J HW REMove '^ -Y9RPC- POT 0+00.00 ��_ W � v�� o �P {� � -L- POC 5/4+27./2 �� x�� F- � • �io 4' 47.00' (RTI � — — _ _ � l � �,,�9 � SITE 14 0= 4°07�00.0° — ,.� �� C, C. ��� � �� �� � c � � � � �J//, �} R � �.\ � / 4' BASE qpvNE �,�� 1 I�� � W/CL'II' IP�/R.4P i� \ S� DE AIL 734 � ..� . � l EST 7 T Q`k5 �, � � �ST 1 �2�; GF � � � EST 35 dS DD � y, \ \ � �_,, �M 30 . , 2 8 �s CINDY C. EDWARDS & �^���-, 8 BLISINE55 CORPORATION � .. -- CAROLYN A.CODY \ �""�'L,,.� DB 1049 PG 404 - � � ESTATE F�IE„JOE PG il6 � Y^ � TOE PROTECTION �< � ,� �1��� STA 508-20 TO 5�1-`Q�'_� RT \ �`� � SEE DETAIL #5 "��' � CL 'B' RIP RAP \ � EST 279 70NS F4qTH EST 620 SY GEOTEXTILE � \ \ in�N����� . . . . . . ���� � D. WAYNE ALLEN - - �� �� ---- �-- � - -- . . ._ � DB IS13 PG 574 ` 4. }� � .J � FRED FALLS �HARRILL � --- �� / DB i202 PG 2467 � . 26 ����� , � � � CAfrt��-MYA' WqTEFE STb AGE 'S— — � � � VV� \, � � � � oe__�sea Pr� z�ap �— -- — — ��y\\\-I,/�.��i��� 1'1CA1l1TCC IAIDA!`TC IAI � . \ ���- � � ,.� " / �-- � �/ J: � PROJECT REFERENCE NO. SHEET NO. 0 R-2707C l56 � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER 51 + 0 L- - 2".R� -- PERMIT DRAWING SHEET 40 OF 68 � SITE 14 � � � ' � , I E TG N TU L R UN I E TG 30' R P / - - � � � � � � / � � E TG BE I � � � � INV IN � � � 2" RCP I IN UT = 2. I I n � i � � i i i � � � �9_ oEro�a o� sEE =�EE.s �a_, 8 z� FOR P�fSH��EinII555EEE5HEEi R�-1 -Y9RPB-� a oFi�E SEE sHEEi 63 Y9RPC PR FOR Y9LPB- aROFlI�EESEE 5„EEf 65 � �9_ oEro�a o� sEE =�EE.s �a_, 8 z� FOR P�fSH��EinII555EEE5HEEi R�-1 -Y9RPB-� a oFi�E SEE sHEEi 63 Y9RPC PR FOR Y9LPB- aROFlI�EESEE 5„EEf 65 � PROJECT REFERENCE NO. SHEET NO. 0 R-2707C l66 � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER 5 + 8 L- -Y RP - — b"RC 6"RP -- PERMIT DRAWING SHEET 43 OF 68 SITE 17 � � � i i � i/ / i i i / j ir / \ / � I / I ` �' �XT AT RAL GR U D I � � �� � I i i -i � � - � � � EX G BE ' �- I E TG BE � \ CIVLVE T � = 95. � � I 6„RoP � � � I I I �� XT 4 " C P I XT B D I V UT I I s � � � I i � i i i � � � PROJECT REFERENCE NO. SHEET NO. 0 R-2707C l6c � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER + 5 Y9 PA — 0" R� -- PERMIT DRAWING SHEET 44 OF 68 SITE 16 , � , � � ' ' \ i�, � � ; E TG N U L ROUN ��'�� \ � � � \ � — � �' i _ _ _ �.� E�TG BE�D � � � � ' � � � _ „ I I I LO E_ .22% EX G ED I I I s � � � I i � i i i � � 0 5 10 PROJ. REFERENCE NO. SHEET NO. 0 � � R-2707C X-734 1 0 � 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 , I I PERMIT DRAWING ' SHEET 45 OF 68 I -Y9 PA- 17+ 0.00 � �oeoo �� _ — � � �i ' � � I I I/ MP CT IN SURFA E AT R — — , I — — — S. 9/5 39 - _ _ - - _ ' �I I _ � �_ � ._.�. _� � Q...�— _ I I 913 27 I ... I. . I I .. I. .. � . . . . . . . . .... . . . . . . . . . . .. . . —.. _. . —� – -- - ... . . � .... 1. _ �.� 4 0 — -- � 7:+ Q.iQQ_ � � � _ _ 4_� _ _ � l � _l � _ - Y9 PA- 2_5 : a�+ c�,.no_: SITE 16 0 5_ _ —. :� �_ OBO� _' I-- �'_ — � � —. i I I �i 3 9 .5 _. 1 l _ 1 � ��,`. __ � I PA TS IN SU FA E AT R 4d FIL _ IN W TLA D _ � I� I _ � . — I �. _ _ _ _ -- --- s. y�os s � eo .ez � � � � _�7� — � 0.�0-- ! � �_ � -Y9 PA- I � � I I �� ILL IN WE . I P CTS IN SU�2FA E AT R — ,= � i � � � 5. 908.09 — 90 .04 eo92s 16 + 0. 0 � � � � � � � 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 6 6 � � � N Z � N � DENOTES IMPACTS IN � SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER - JS - �LETON �ETON � � � � TEMPORARY IMPACTS IN SURFACE WATER PERMANENT IMPACTS IN SURFACE WATER TERRY Ro PEN,DL'ETON JERRY D P-�NDLETON \ � � � /C / / // � % / �' � � � � � GQ ��\ ,, � �� / � / /�7G1-B � � / � / �5„ � � �/// � FS 2G1-B� i � i � �� �,�� � � � / c � � / �"'-� / F TEMPORARY IMPACTS � _ IN SURFACE WATER 36" RCP_III / � - - -� - �, I F HW JS _ _-_= � SITE 15 B�OW UP I 34 � � -�'��� MAXINE �AIL NANNEY C �' � \ '�-�,����— � �`"'� �� \ \ � � �; � �-�� � � � � � � � `� � , !� � ��`-���� ^\. �`�' °�� �, � 3 3 �� ��� ,� X J�RY � ND � � � � , v o� ,, �� � s �� ^ REMOVE PROJECT REFERENCE NO. SHEET NO. R-2707C l6e RN✓ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 46 OF 68 20 10 0 20 40 PLANS �� /� /� /� �� �� I� I� I I I I �� �� �� �� �� �� � \� � �6�'�MF �°� �° � � � �N� = � � � ��� 35 ,3 � , ELIZABETH B�MAN � , �' ` � U -- o �__-- — '� � � � � o � � � �- - �� � i L �SF o , � �� 0 53 � ROXANNA 8. CHAMPION � � � � Q ~ � W � W Z W � � � � J � � � � Q � , � �� � � � � �µ�,, � �� F�, 5L � � MARY J.IZOKOVIC u BOBBY HULL � O � c"`�� �� � / �� � � � v � LAT V DITCH WiCL 'B' RIP RAP STA 6-00 TO 12+00 -Y9RPA- RT SEE DETAIL #2 EST 181 TONS EST 402 5Y GEOTEXTILE EST 310 CV DDE � \ � \ '�� r � — � �, 55 FREIDA H. BURTON �r , \ � �J� TONY WHISNANT � / �24 C/��h'D ����� 5'7 � � \ �e � "' ����� \� MATTHEW PAUI MALKMUS \ -Y9RPA- TS 3+34.56 � 5'8 �' RIP NCDOT 'l\ / �\ � �—=------�— -L- �—I'rt—rt�-1 SHELBY BYPA55 PERMIT DRAWING SHEET 49 OF 68 `I�aK� I coNc I DONNA LY��LOVELACE � 0 I � comc � � � _ r -Y9RPA- POT 0+00.00 �c`% -L- POT 55/+87.42 �%� � p _ ���� f`� 47.00' (LTJ � = 4' 07' 00.0" I `���� CL'll' RIP RAP BANK STABILIZATIOI�L- F E SEE DETAIL # 5 �"�`'��' � ppE esr es ro s —T 120 SY GEOTE%TI E .�'4P BANK 5 BILI � PDE W/FLO 5 ESTD1EiT0ITOtJ -- P _ FILL EXISTING CHANNEL E- E 00 SY GEOT�, � SIT aQSCIYABLE MATERIAL - \�J / �.;✓f' �r — � � 5�6 r � �_ � BOBBY HULL �� �� _ 2GI-B WiFG l5" W/EL80W5 �� \ CL'I'RIP RAP _ — — -- � EST 20 TON= =� � F � � — — -- =5" W/EL �� E5T 39 SY GEOTEXTILE � � � � � CL 'B' RIP RAP � F � E5T 1 TON � E5T 5 SY GEOTEXTILE ��� �Me � � \\ 2, � RETAIN \ /A +�a \� �` \� � I I }�\ � � ��,P � � � , A` �� -Y9RP0- ST 0+00.00 36` V �� s� \� -L- POT 547+05.16 \ ���� \ � �� 47.00' IRTI � `�;'�; A� � \F.� \� \��\ \: \ � � V �� _ � �T � � �� \ � ,� BOBBY HLILL Q� °�' � � \ � RETAIN I \^q\\ �� � � � \ \ � ` � �� r-' � `� f.�i �^. \\\ \ \ � � �DENOTES IMPACTS IN � SURFACE WATER �DENOTES TEMPORARY < IMPACTS IN SURFACE WATER BOBBY HULL F / _ � SITE 18 1f�9'x7' RCBC �'\ W/SILLS AND BAFFLES 5' BASE CHANNEL W/CL 'll' RIP RAP AND FLOODPLAIN BENCH SEE DETAIL A31 EST. 110 TONS � � EST.200 SY GEOTEXTILE � � — _EST_130 CY ODE � CL 'B' RIP RAP F EST 7 TON EST 5 SY GEOTEXTILE 5' BASE CHANNEL W/CL 'll' RIP RAP SEE DETAIL R39 EST 75 TONS � E5T 140 SV GEOTE%TIL ,Q EST 60 CY D E CL 'll' RIP RAP BANK STABILIZATION SEE DETAIL #35 EST.60 TONS EST.110 SY GEOTEXTILE 61 MARVIN GLENN F 60 HENRY B.EDWARDS,JR.ESTATE ESTATE FILE IOE PG 309 REF DB u32 PG 827 FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR —L— PROFILE SEE SHEET 51 FOR —Y9RPA— PROFILE SEE SHEET 61 FOR —Y9RPD— PROFILE SEE SHEET 64 PROJEC PERMIT DRAWING R ..� , �, / � ROADW - � � _ . � �\ \ j \ \ � EN( �°-�� � ( � � � � � � ' i� � � ' �-- � � __ � ; MARY J.IZQK"OVIC �� � � I A ) � �6 � A � � ' � � � � � � � / � ���� \ �� ��� � � � 5�9 � =� � � ° � � , , ��e� �BQBBY H �i�� � ��`� �' � � � ��� -- -� I � I � � I �I �� � a ''� � � �12��1 �� � oN � �� ��. DONNA LVNN LOVELACE � � . � �� � � ' � /J ' � ���. e-� ���� �� �� _---- _ ' � � � � V" , , NY � n0 W IG�.� T i I � � ��i� ��o �I - ���., � J / � �� \ I i �/ �' �- / // �x� / � � � � �6q \ � \� \ \ ` \ �\ /r / l / � / �l � l � � I � � /�, 9\� �� ��, � / // � I �ONG I � I ll / .l _ - _ � � ��� . -Y9RP� SC 5�* 4.56 /" � � ��" � � \ i �� �� / �� ' � _ "��� � i � ,c "�� � �� �� " � � -L�RPOT � +87.�12.b0 �e�e� �, � V� � � � � / � � � �� � �\ � ,,� �,.� - , r � � r '�, �y , �5� ,,' �� ,_ -�� ����i�i (, � �e � --,� '� 4roa-«r� � � � 9 � � � ti \ �, � a � - � m � I � - � `\� � � � �� �, /��� 1 aa� �% � � � = 4'� OO.b�' �— � s �J �� / z I 9.. a. T �^pITCH W/C, B' RIP P � / �W PAU�C �AS� S/ � �. ep �' \ � ma 9e� 1 � i � / AJ7 i � /r � \�STA 6+�0 TO 12+Oq Y9R - RT � � / � 1 / J � � � � � ' � ,� � \ � � SEE D�n IL�-2 \ � 1 / � l � � / ��� �� f �-J l l „ ,� � CL'll_,RIP RAP BANKkSJ,eeu1ZATIOI�L- PC JrJr�I�"I�.Jr9 ; i�� � � esr' t t N3� � —/ � � � � � � � i � � � � � ' � �I � , ��'C�,� i ' E � , sEe�oer7,u # s - r '�a s c�orexrae � � � � � � � � �° Y9RPA i TS I � .�4. i � � � � � l' �� pp �, esr ae /=� � ,_, � � i i �� � �� � esr io �r�oe A -' � � / � 1 i � / � p % � / '/ ( / �) - % �E, E Esr izo `s�s aeor�ri e +� Q i\ � o, � \ p tr l rv / `$, , 50 ,6�� _�� RIP B NK L . ti_ � PD - \ �i_ A � C � �� � - � � � ° � �,, �^�o-e �� �a rF iarrv , _ - ,_ �\ F - � /o� 9 / 1 N �� `� �� � / � \ � � � ( i / c` / / � / / `� / NGOOT � " SE �� T��`. ' \ FL EXISTINh GHANNEL _ _ �P- / /�. � �'�� � � C � � '.T. % � I � I / �% ' �I / I� / / - . / > � �ESI 11 7 , 1 . ., � 40/ \ '� l I I ' ' 1 \IL �. / �•' �j � � /l�j / / � I/ / � 0 SY�E T � � \ S g+hSCIYABL�MATERIAL / / J�f F- � ��� \ V ` � � � j I , � / � 1 , , �" - �i� � � , \ � � - - .,� ° _ _ � ( A� � � �h �; � � � � �s��� � � :R c,�� � � � � � �� � � i � I I C � �i I � ��� � ' ��'%0 �,- � 9es � � dV ' � �' I I / � � �� " �'� �� � �e ' �>� ' � � �� '� - I l � � �� - � �` ��, � � � `�, � �' � I � , ' ' ' � � \ � � � \ � i � / �� � �' �i�� � \� � � ���V � �� �� �� �_�� � �� � �� �� � ��������� � ���� � �� �� � � � �� ���� �� �� �� ��� � � �� _� ' � RAMP� � �� V � � � � �F ' � � �� i -�-�� � � �6 � mm" / �I � '��6' � _ � � W-- � � 14,'' _,� � �� -- -�- I �-i-��--� -� -�� �� � � � °'� �, � �� �' � � ,� 1�2. � � _ �,�� � , �� , ��� ; � �, � � '� �� , � ! � >. , i , ' '� �� ;� � , � , I �� � �� �'� (�, �e Y HULL„ � � �� ;,� SITE 1 H � � j' °� � � � � � ,! ' , �; `, � ' ,. � � � � � I I �3 ' ' � � � � 0 � � � � A b � / � � I � zdi e , �V I � � � �` � �/ I� I � I � RO�A NA 8. HAMPION �2 V A� k� \ � � � � I 1 _ _ \. \\ � \ '�.., � � - I I � �._ � ` � W/FG \ \�V � Z � d�f W �i \ I I � � �%v� �Lf � � �, � � � A � � 9�0 0� � �� � ' G D ,N � � '� � „ �� ,s" P� ;� � , � z �� � � �� � � �� � � �� — � ' � , — � � �� , � I — / � i� , i �%n �i� �� �� i' I �. \ �" � Q �, � � i � — rt, � � ' ` I � O�I LY ` � i � '� � � � — � � '- ), �u �1 ' \ r � � W �T � � � � � �, , r � � i � y i� Z � � / �/ � � � , � W� � � y � �� �L � �� \ < � � I l , s z��_e I � � I a��- � ��� l z \ J �� A i \ - o , Z � �i' , I � ` �\ �' � �' f i S E�B� �YPA55 ��^ <>.\ \ \ '\\\ I r ' \ ` / /' 11 '\ \\\` o � ae i � i � � , � c� ` � , � , % � � �y r Q� � „ � ` , � � , � V � i � � " _ � ��� � R,�#D N� � �NLY � � � � � � �� � �� � �� �� � � �, , `�� �� . � � �r � 1 � I � � � � � � � Y \ W v, � � , �u � r � � � � � / , ' � , p - - � � � � \ � A �� a i a � ' � , i i � �'�� � � I \ \ '� \ . �\ ' EfgOWS . � \ \ _ �� � �\ ��. � ' I - 7Q 9'x7' RCBC � \ ' � Q — y� �N � \ � \�t' � � �_\ Ill _ W/SILLS A�`:� BAFFLES 3� L \\ � � \ — � �a \� ) � �� q EST ZE1� TO�NS \ � � m 5 BAS�! CHANNEL J CL�oRIP RAP \ 6 \ °' -, � � � P � 8 � � �� �� y� EST 39 5�' GE EXTILE �o� � � � � Se6\ \\� �<��\ \ 15' EL W \ a 1 � ` � W/ �( ��' RIP RAP �\ -\� � \� � � 6l �\�;�-�� �,���� ���� _____F \ I I ��F�\ ESTreTONRAP �\ r Sv 6a e �1� \\ \ �AND\FLOODEADETAILN�31 .�.,,. � U — \� � �� � �A � , � � �;, i � � F� \ .5 . ��� \ � \, \ \ EST 5 Y GEOTEXTILEfm \66 \gg � \ \� � �� w al �T 110 TONS i II i ii � Q \ Fki. \ � � �\� �\ \ � \ \ . � '°B \\ � � � EST.I200 SY�GEOTEXTILE I ,' I � � \ —TI ` cCT_l30 CY ODE � S O L�� / '�' �� � \\� \ �,. \ � \\ `� \ � .. \ \ \ \\S6R \�\ �\� � � \ � \ ` � /�F ;�� F � \ �H � >. � � \ \ � �L\B RIP RAP 1 1 ' ' '�, ., ' � � REl�OVE � \ � �n 4 \ ,� � � _ �� � �� � \ ` � '9 � � � \ � � 1 E'�T 1 tON q, Q o,� � O// /� � 5�� m� TES \ `\ `s\ � \ \ � � � � \ r \ \ 1 \I\ 4 EST 6Y C�EOT$XTILE I 1 \y' BASE C�HANNEL \.i i� , \„U � \ I / G��C � , � � �y � \ � �� 6• GM� � \ � \yc- \ �� . • � \ \\ I � � 1\ \� , � � I � 1 I W/CL II RIP RAP . / ��� � 3 � " � A- I 1 � � � I �EE DET�IL 839 � � i \\ \' �. T \ ��� .\� \ o e. \ l � � \I �3 .. \\� � EST 7 TONS .li � Fr �� � � E V� �� ��. � A � 9 � 9a � � �A - � � 1 � i �� z ,� � � esr taa� 4 5� `l� 1 v �E rExn� � ,j( � �\ � �� Y `\. \ � � � � \ \ ` T 60 aY D E �_ � I `'� I ` � I � ( p� / )�\ \�\ t.\\'� RETAI \\ \ \ \\\\9 \. I . , i I. I I I I I I � \ �\\`�� \ �� y\\ \�g \ � ,�/ r� o %/ VJ J �� � \ \ 9 �9 \ ` \ � 1 �\ � \ \ � 1\ I � _ _ � ���'+ �I� I � \ \ � � � � DENOTES IMPACTS IN �\� � �, � � RGMOVE 1 �� `�O m9 � - GL YI' RIP RAP , � 'c � ° x \ � � �� �P`�� c � �v,� ��� 1 \ � ` � � � SURFACE WATER � ��� ���� � �� � � BAN�EE D T� #�� �,� � � �� J �\ � \ 1 x \ '� m E 60 T�NS - ��` � / � � ��Q � � � A TYSP?PD- 5� 0�00�00 ���� � �� esr. no s�eaYExrae �' � �� / � �� � � � � �� � � �� � IMPACTS IN PORARY � . _ m � �� �4 00 � � � � � � � � �� � � �� � � b.00 '�� V � 9 _ � -r9 o sc +4 3�` � �� �'��� � PnT� 5�7 05.�6 DENOTES TE SURFACE WATER � x ���n ` � � �, � � 6�- i ) s \ rRra � �Ayy `— _� —_„ � � � ��� ° � ` ` ` � � � � � � � � � � � � � I � � ( � � � � �� ' I � �, � � aRwr�✓c�EdSN ou N � �V �� � � — _ � � � � � �\��� �T � � � � ��--- � � � � � ( � 1 � � � 1 X � �� � � �. �� � ` /� r � ' � � � � _—�_ \ �'�� � - F 56 � i � � ,, � � �� , �` � �� �g� � � � � 1 �`' � '' ` � � � � � ' i f /� �, , ` BOBBY HLIL - I BOB Y H LI �� i \� --FREID�H.� l`0� � \ � � I \ I i I` � ��ss_� — '� —� � � � / �� \ � � � � ��� A �9a �^/ J � � I I � I � \ I � \ I 1�1 � �� �� � � �� � i �� `\ RETAIN � ��`` � 9 1 B \ SE� ` �\�\\\ � � /� \ r � I � � -�p \ �Cp \}'� µ \ �� g g1 9bI \ / � I � � � I \ \1� � �� I I \ II i� I � \ � \ V\ _ � - � � �� � �� � � 6 � � I � V � � ���,A� � � � �„�-��� �� �. � � � � ���lill 1��� ��\ ��� �� � l i � I � � '��� � �`\A� _a '� ��. � � � �, � �'�'��,������'�,� \ti . , � , , � � HENRY B. DOWARDS,JR.ESTATE ESTATE FILE IOE PG 309 REF DB u32 PG 827 FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 51 FOR -Y9RPA- PROFILE SEE SHEET 61 FOR -Y9RPD- PROFILE SEE SHEET 64 � PROJECT REFERENCE NO. SHEET NO. 0 R-2707C l76 � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER -- PERMIT DRAWING SHEET 51 OF 68 , � , CL ST 5 3+ 7 L- � _ 1 9' 7' CB W SIL S& BA FL S � SITE 18 � ; ; , , i � I �-�' �� s ,�q; � � I EX T NG T \� TB LT i -- � , = r : >- � - - -- �, TB RT - - - -- - - I— i -- —; - — — — - — --- I -- -- -- � -- _ — -- — --- — — -- - — — — – -_ ' A ER UR�AC i C B D LEV = 8 3.1 SI L I � S OP =1.03°/ N 22 2= 8 6.6 P OP SE HA NE I I ST. 50 CY DD BE S OP =1 20° I I n � i � � i i i � � � PROJECT REFERENCE NO. SHEET NO. 0 R-2707C l7c � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER -- PERMIT DRAWING SHEET 52 OF 68 CL ST 5 4+ 5 L— , , , , , , , , _ �,� � .— � � � � / � � SITE 18 � � � / � � I �� EXTNG T , \ � � I — — — ✓ � � � � � 1 I I I � � � ` � .., J � \ IN 1�1=8 5. "R 0 I I I V OU =8 1.5 n ; i � � i I I � ; PERMIT DRAWING SHEET 53 OF 68 � PROJECT REFERENCE NO. SHEET NO. R -27�7C �8 RN✓ SHEET NO. ROADWAY DESIGN I ' ""JEER HYDRAULICS ENGINEER FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 51 PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING R-27°�5 EETNO. /8 SH E ET 54 O F 6 8 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I / � / / 59 ��� 77 � �� � � � �� � �', �� � � � � � � � � � � �� � r DONNA LYNN LOVELACE � HENRY �.E�Y�ARD�!JR.�S��� � � I . � �. � � / � r - � � / � � i� �� - -�i �� � /�� / � li � � I _ � //".. %/'/' ' � � � -- / � � � ���� %%%//r % � �� � � j- . , , � i �,� � � � �� � , '� /!%/�� � / ��/� � � � � ���,���� ����,r,�'�� ; �- � �� � �� i//�����j� � � oE � �� DENOTES IMPACTS IN y_ ��� ��� , � r � � �� �� / �� � � / SURFACE WATER `�� � �o-✓ � - - � _e�5 ��S �/���� � � /�j�����" � / / / (POND) " :� `� � �/ 9i� � �� ���/����6�/� - � � �� \ _ / �,�, �� ,,% , � � / �� � ������ � �� � � DENOTES TEMPORARY � � � � / �� � � / , �� ��j������� / �� � � / � � IMPACTS IN SURFACE WATER �- - � -� i i � F� ��� � _ � �.-�� �� ������� � � � / % / / � / ; % , - � � � o �- - „_ � -%� � // � i�//�� / i / �� / ' � a ,�r� �� � ,, � �s� / /— , - ,, � � /� � � � /;�_ �� � / / / �� � � �/ � � / A ��oe PRoreaioN/ � I / � � . � //\� �� ����/�`6� ��j//� / / � � / O,h� / / / / .r,� / STA 564- 00 TO 5�7-70 L W � / .- ' ... . .% i0 � i _ � � � ' SEE�BE7A1L #5 � � � / « 6' RIP RAP �5i -�,-- SITE 19 i j� .i l, // / � � �/// / / 6/ // � / EST 222 TONS / 9 - �0 � � ( >D�0 �� ����� -�/ �- �� � G � � �� � � � EST 493 SY GEO7EXT11�� . .� / �� ) ) --- FROP, ����/ � /� � / , / /� - j / - / / �' l ------� / � Fiu nRe�r �/ --� ��E�. _ � �� � O� ���� �� ���������� �� � � ) / � �� `'�e - �� � - - �j � �� ��� vnno 9gs� TD � � - � �e �6 , ��. � ' � i�{pK� , _ A � i - , � / � / � � /� S� � / � / , � - - ����1 �i��� �� � l � l � � �� � � �I � �� / � ��� � ' �� � �� /% � � � / ���� �� � n� ��� �i - -- i I\ I I //// � I / P� P \� ' � � lII �I � �'� I l il I � I I � I I / I ( / � S' _l �// �-�� J / // � _ P _ � P� '�P P i w � . � � � � � � ,� �� � �� � � � � � in � � � � 'I , '— _— � - � _ � � /' �� �� � i , ��'���I�'� 1 ��� � �+---1 --r � -i— � —� , — —�� — — — — � �_ — _ — / // � y w �I ��� � � I i \ \ I ` \ �\ ` \ \ � \ \ � \ � � � � � \ \� \ \ �F 1T. GRAU 350 Tl 3 ��'��- � � ._- __-__.. i ' � / - � "- - ' 90 //T. CAT-1 / �/ �// - \ P P � Z \ \\ I � � I I � \ � __ / � P / F P P �'� P \ P NP P P P� � = n "\ 1�\_.\ \ �o ' � � i / / P P P P P I /� v, � � � v � � � v GRA IPI O X� � �� � ' P � P z o � _ _ = o , �, � � w � � , � � _ � � W � ��,� � A � � � � � A \ � � i / � � � - �� - � � , w ` � � , � \ � _ � / � /i p� ,p' P - P � � 11 � \ - 1 ' � � �, � I � � � � � z� s � A � L- � - � / �- - - � � N � 2GI 8 _ ��i�� . � , � �, � - - i � �� � - � . - _ P . P P W I z i1e � � � � � S�tf�BY BYPASS � ��0 � � � / � � � / / P W O � � � � � � , � , _ � � 0 IG \ \\\ \ \ \\ � � .,/ � , P � P�P P � . i u � � , u � � � -� P V � / � / � � � V A / / L�SI � � � ° . � � � � �� � � � _�� ` � ' + n , ` � - f DII�G ONLY � ' , � . � 'm � � � 9_ � W/FG • — � � / / � � � pl p , P � P j � / . , / � = � i � '_ � \ � � S � � � -- __ � . - - � / � � \ � � �� � � \ � R � ` � � � �� " wre�sows� � � � �,� / � � o� _ ��\ � � / � � i��i, �, s�� � � ` � n \ \ _� � -- — . � / \ P p p p P . i � / 5 P �. � � P-"V� wlec A � �� � ���� � � '�Os �---�--- F_ -_i'�i>� _ is' w7eye6ws� � �i A�� � � //� /. . fQ z- �� � � � � A � �- � / �� q P � P � i �� � '% � JA W��� ���������� � � ����R�Y(��� �� ��� � ������ �������60 � � /�� /� ��� , / � � _ / \ � � � � p ` � P O � P � �. � � I I� 1 . EST 5 S EOT TILE -' � F`V N = � \ \ O \\ w / ��\ \� � -- �I /� _ � � \ � � / / o/// / � c� � � � � �� \ �� \ V � , % / � �� Z � - J / L�8 w � � � �� v � _ - � /j// � _ , / �j� �� � �� , ,,, , , '' \ � � / � /P 7 � � � � � 1 �� Q � �� �� � � � � �. � � � � — � — P�; ���/ / � �%� � � �P ����� � ,pn �) �� � �� � � - � c� �a1p � � � , _ . - - � �� /�� � � - ��� � Q sr � oM \ � � � - � � � � _ � i. a F _" � eS1 srG �r � i i � 1\ � � � ��'� , � A � � �j Tg aenn � `/ ; 1 s / .i�1 ! � O '{ING C1'IA \ / I I \c5� \ �—_ �- �� p � � � \ � y�' p , � / � FlLL E I\ �� �� � � � � � � �(, 7 / O 5 CYAB��LL �� _ � �,..,.. / I I \ � /� `�- � �/ /�j// � ����f \\\ \ / �' i �/ / p� �� � v.l . _ � / I ' � � � � :;,, c..,^ \\�,� �-~��' \ / f ��/�/� ������w� � �} � ���j � � l \ -- �� � _ _ _ � �� t �' ��� � � � I ) � � �J `� � � \ � i � � � � �� � � 5 /�� � � � � � ��-R� ��� '' �co� � r�� a � i � R ` � ( I I I � � � ���—'t. � sy '� /�� j/� �����/—�jg€E�E�� � �F -� . 1 I lY r i �1 / ` � o \ \\ \ 1 I I I � I 1 _ I \6�s�- � ��� " i, — ��� J � �// / ����bbbYYY z94 $o� yf ebr�r��/ � / � 91�,//�� / f / f I � � I � � � � � � — � � � �� � EST�h Y � � � r/ � , � � � � I r/ � �— —��'� i �/�- '—� /%�ij� / I i ���%�� % �' V � � � � �, � � / I / ) 1 � � �� �£itJ'J J Zi ��� G� / / J � � ) I � I ' _ W �, I ��� � � �, /' /� /�'�)I� �� �� / � � �� � � � , � -��, C� i� � % ,� ��� �iJ� /,�, � ,� � � ,i � i � �� � �- �� � -//� / �/ �! � l � � �� � � � ) � ��i / � ��, �� /� �" /� o� � � �o /� � � � ` ' � �� "' �� � �go ��,e`b' ���� � � � � / ���i� � � � �� � � � � �I � � � � � � � �.� �� � i � � % Q o� � , � /1 � ,; � � i ,� ', � � I � � �� o � � / f � // �, ���� � � ��� �� � � � �l , �; :, ,, , � � �� � � � ,� i� � � �/� ,,��(� i�, �l ��� �� � ; i� � � , � � �, / � � ,, //�/� � � , � �, � I � � , � � � � ��� , y � � � � � � ' � � a9o� � �,� � i8g �� � � � �(/'� i � � /I/J � 60 ` � ' \ \\� \\ �\�\ \� �__ / �O�J / � //// �� � _ ' J/ v, - I / / �� � �� / HENRY B. EDWARDS, JR. ESTATE �� � ��� � 1 ` � � ������ � � � � � ' GLENN �QUEEFI - �� - - 0 \ i 1 � 1 MaR iN � � i ' � � � � � �� � �� � `�' '', i A � \ � - --- �/ / � //������ � � �� -/ �// / � ; � � i„ � � � ��� I � �,A � I� , -� \ -- � � � i � <;r„%��, / � �, �„ ��� I , /i, � FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 51 � PROJECT REFERENCE NO. SHEET NO. 0 R-2707C l86 � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER 5 + 9 L– — 0" R -- PERMIT DRAWING SHEET 55 OF 68 , , , , , SITE 19 , � , , � ;- �, , , , ,, � � ,� XT N TURAL GR U D � T IPE CE TER IN � I � � JB /MH I` � � TO – 8�5.0 � — — . ' \ INV IN 88 .6 ' 1 i \ \ / ; � � INV IN : • \ � LO E_ .bb/o � � � I I I SL pE 02 R8� --- I � V8 3.5 EX G ED I I n � , I i � i i i � � TOE PROTECTION STA 564+00 TO 567+70 -L- LT SEE DETAIL #5 CL 'B' RIP RAP EST 222 TONS EST 493 SY GEO7E%TILE SITE 19 FlLL AREA TO ` � ELEVATION 900.0 3' eASE CHANNEL W/CL 'll' RIP RAP SEE DETAIL S16 - E�-S� EST 65 TONS ' -0' �'� ''� EST 120 SY GEOFEXTILF� x�/ EST 45 CY DDP' TDE � � ���� TpE s—� Tp — ,;;r�;; / HW � �L¢: � b� W W _ � W W FS � � � + � � � � FUT. CAT-1 � _ _ F W z {'� J �r = w CJ � Q � � , 2GI-B i � y Si � � �� � - _ � - - , ,, , ,- �S / / / / / / / / / � O�� /v / �l / 5°/ '�' �� �� 60 / / � � � HENRY B.EDWARDS,JR.ESTATE / / TOE PROTECTION � � � STA 567+95 TO 568+70 -L- LT � � / �� } SEE DETAIL NS / / EST 23 TONS CL 'B' RIP RAP � � � EST 50 SY GEOTEXTILE � � . / / . �; �,fw�'� / / . �.�;.r„�� ., / / � . . �,.��"�'�"r�.,'r�,, � � � / �"'r^' TD � / / / �� / �� � 1 BDO ,�' 18" W/ELBOW — � ��_� _ _ _ _ F C —�,_ _� � _�—.— FUT. GRAU 350 TL-3 FS� 2GI-8 CL '6' RIP RAP EST 1 TON EST 5 SY GEOTEXTILE -L- —r�rr —r�n' SHELBY BYPASS F \ � �DENOTES IMPACTS IN SURFACE WATER �POND) ENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 2GI-B CL 'B' RIP R4P EST 3 TONS EST 10 SY GEOTEXTILE � � F C � � CL 'B' RIP RAP E5T 3 TONS E5T 10 SY GEOTEXTILE F F DENOTES FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND � * � � DENOTES MECHANIZED � � � CLEARING � � � � 60 HENRY B. EDWARDS. JR. ESTATE PERMIT DRAWING SHEET 56 OF 68 BERM DITCH LINED W/CL 'B' RIP RAP STA 572+50 TO 576+00 -L- LT SEE DETAIL #7 SEE PROFlLE FOR GRADE EST 360 TONS EST 800 SY GEOTEXTILE EST 76 CY DDE < — _�—_ — —_ � _ ROAC � E 62 O BDO N — — — t — � 78" WiELBOW 2GI-B � � Fm � � - � u (n FS � � 2GI-B �' � � � Q ' � V � W — —� C F — � Z F �I CEST SITONS � C.� EST 14 SY GEOTE%TILE � � �YYJ SPEC LAT V DITCH W/CL B RIP RAP STA 578 � 50 TO 579 i 50 -L- RT SEE DETAIL a20 EST 50 TONS EST 180 SY GEOTE%TILE FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR —L— PROFILE SEE SHEET 52 PRO. PERMIT DRAWING � �. ; J :; - �� _ -����� �,'% � � r � � E E ; ,, � R E H 57 F OAC -- , ��� �/ '/ � % � / �/ - , ; . _ �i _ �,��=�%%�i% �y�� ��� �� � � ,„ � � _ „� ��� � �/ i� � , j —, � � ,� � -- �� / � j' , " � � �� � �� - � , -- � - , , � / / �, � � � - -- i � -1� ��: ��, �--- ' � �� e—�!����,,, ���_ _'� ��� ���� ��b�� � � % � —��.��= = f —� �'--�� �� � � /� ���� �� , � �-% =—�/ =� �— ��� � � l-0 l r / `S 915f / 112��� /� � / / � � / , �9e � / J / � �� � � � m�' � / / '/ / ��/ -��'3 �—� '�m ���� 1 / �° �! � ,,,: ��`� �� � � ��� / I -� � s � �� � � � � f�� , ,���� �/ e � � � � � � �i ,��, � _ l �l � / � , , j ` �e- �� ����, � / � � � � � � � �`� U, � � � /I � '�� {���'e" � � �� �l% �� �/� //� � /��� '°�� � � "� ` ��i°b , .� /i'� 4a �/ � "/ � � � sr.a�saa�-�-7 -se� �- �T � / � y � J __ L/ � � �� / / / / / / �46 � h � 0 / / 1 1�� {aETAYt-#����� � / � �0 /� / J �� /�/ tiG��'e � / h/ / � / // g /// / / C�B �R R.4P, � 5 9�b / '� I . iL O � /// � � / / c / •y, / � �(�'��� � EST 222 Tb(19 \ EST 493 SY GEO�FXl FILiY.RElLT� . � ELEVATION'o"900.0 \ � � T� / " � / �1e �� - �/ � / � � � � � ° m � �° e � SITE 19 ��� � ���� ���� � � �/� ' � �i� � � �� � �� � ��f � 62 , / � � ( / I ,/ � � � �� � �)�y�� � ��, ENRY : EDI�'ARDS, JR�TATE � � � � d �N q�E CHANNE�� ���� T E PRO EC 10 I� /// /�� / ��� � r^ / � �� / ( BEIUA DITCH LIIj�ED V�/CL B RIP R� ��t'll'�P RAF F S 5T 67+ 5 TO/' 68+70� L- LT �� �' ��/� �}// � / I / / I STA 57/2+ TO.n576�00 -L- LT � � I 16 �'+/ y �� k, � i c� / � / ls \ \ � SE D�TAI�1� ' o,_ 65 NS �'� i� �S �� ., � m / o� f I I � � S P OFl E HOR GRAD� \ 0 S GEOFE L; ��/ �// � / l 7 N I 9�` �E 50 5� ILE p E T 3� 0 O L5 S 9� ' b // � / � /� I I ( � -- \ � �ST 8'00 �Y �+EOTEXTIL � CY DE'� / / r / � Z � / � / / � \ � i l ) 1 EST 76 C C1DE I � � \ /� %����. a � �� � �% ��� � � � � �ii � j � -� �_. � ad � � � � � �� � / � �� � / ��_ � � -- � �- � � � � �' � � ��� � �i TD � ���� � � ��� � � �� '�� _ � �� � � � ` �� � � - „\ `_ �V 9a � � � � � � � \ / � \ � v �, � 3 %% � i �,���� -� � � _ � ,, � � 9 � I\ � � 6" �2 3/� / � / � � _ \ , \ yQq �� � �� � � � /� � ��, � _ �� � � �� � �� , � �� - - � 3 \ \�� � � [, / � � �� � � �� _ ���o �� � 1 I � � \ � � \ �� ��m' //''�' � ' � �� - / � �g 9 ��, � � � \���N . A � � yo`� � � �/ ��I � v /r � je //� / /�j/ 93j % I � � \ ) \ s \ vs^� \�� ��� � / � � I BD � �9\ \ \ \ �.„� n < -'--� v 1 � /�� K �:" � � � 18" N/ELB�W � �t� A ___�--_, �j� `' �� BDO �� . � �/ � � � ��� , �f�/— � � � � ��y3� � 1 � �� \ '� \�� � 0s � �— `�/\ � � / > � �I % � � / 'L l�S. GRA�/ 350 T -F � ,I � �9S �� 936 _�\ 6� \\ \ \ \ \ � � \ � � — � iELBOW� 2GI�— � // � � ,� i 9� \ � 5 I .L, � q - _ _ _ FS � . � / _ / � i`� . '_ _ . � \\ � '� �' � � -L- BYPASS � __ -- --- � "�m—i — � _ =aa9� - ' � _ --,U � � Fs4-� - � O ` z�a 'F - - - -- o� � � — _ , �_ � % � _ — ; A � � ^ Q � � � � - � ��r , = � ;� � � . � � � _ ( / -- \ --� �� � i � --� �-- _ �� —� _ - , - � 9_ �-- __._ ti I �S � o /q / V � / / � [ � ��q. �— - i - ` n � / p / 4f � FUT.�t,AT-l� �/ � � u = - � � \ /~ � oY � F S' /��I 6 l ' - I� � I i `� i ---� — / _ �(_ — 9� - —�� �\F 9 \ \ �> � y� � � ���� � � �� ° -\ n, �I \ Z / � l / qze � � � � \ .\ I 42 J W i " / s \ q2� / / / 9 , , CL '8' RIP RNP '�— / CL 'B' Z 6 � RAP /�' \ z / ��I N� ,� - /� - \ � \ \ ES 3 TON ��� \ \ / EST .a �:'� � ,., � ,L �_/ 9 / � — —a 5� ,a FST� � RP RAP 1 \ \ \1 \ � ' i �--� ` I \ C.� / I C 8 RI RAP I g 9 il1 � g�5T 1 TO — / ` :6 / Z � - -- _� � �j \ . I 1 � OTEX ILE \ � � / EST l4 5Y EOTEXTILE/ 1 1 � \ � U ( � \ q � EST 10 Y E �c ✓ J � / � ! 9 1 � i , s1 sv e re e - / ,., / � � � ' � i �� / ��,� � � � Q _ �1� � � - / � Fs1 io s � cEo Ex1Ke � � i � _ � � � I �� i � � � � R � V �� � Q � � -- _ `� --- � � � � � �� �-��o � � ,>��� L�� � � I �'� � �� �� � i � - � , A \ _a s� _ � , - � 1 ( i � — � � � � � � - � � � a_ , , _ � � � � � \ ,� � ���� -- L�� ��zs� ,-,� � / q`� _ --- � fl\ � � � � �� � � �'� �� ���� ��� ; � �:>r° � s�s so ,t�i��s��5o�i sP ,a / ,n � s ���'� 1 \�\ _ � _� f / 1 \ I _ \ - �EE D6 L#20 I l \/ ' � � \ \ ] ` - 23� � o� � � 1 � f 1 �i � � � q / .,. �h j9NS� ' � � � � �9 ��' % � � �� � , ; _ � . �, � � � � � -- � _ � s \ �Y180 SY G�Er( XTILE � - ;..... __- / \ \ \ p \ / E 1 `a; e \ �/ I��� _ � � /� � � �I \ \ �� � /- — / �a2m� I ' � � I � ` \ \ \ '�.i \ `\ \ 93� � / 1 ,J � - I DENOTES IMPACTS IN \ \ \ \ \ 4-- / a ( ��� ��� SURFACE WATER F F DENOTES FILL IN a � 9\g3 � � q35� � � � , � � WETLAND � , � � � � _ f � i �'I � � I � POND) � � � � � � �ENOTES IMPACTS IN DENOTES EXCAVATION � q�� � � � � �35— jq3" �� \ � SURFACE WATER � IN WETLAND � /� �/. �� � � \ � � � �� � / °�� � w � � DENOTES TEMPORARY �� *� � � � DENOTES MECHANIZED � -9 � a ti S � � \ ' `\ � S �_ � , �� � IMPACTS IN SURFACE WATER � � � * CLEARING � � � � /� / ��, %, � � o _ �y. / � A � � ` � ��, �. `, '� � - — � - — � � , � ,, � ,� ,�, _� , — ,� _ , . � — �-- � _ :�— � � � � � � � � � ��, ; � � i � ' ' b� � . , � � �� �F, �,. �, /� I � 9 i- ,� , � � � . � � � 1��— ---- � , -- „. 4 � ,a� - � ,.:� � , � —_ - � � � �- - - --- - - ----�- - �- . - � HENRY B. EDWARDS. JR. ESTATE FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 52 6 O 5 10 PROJ. REPERENCE NO. SHEET NO. � � R-2707C X-538 N - ... -�.. . . . . ... _ :. . .. . :. .. . .. : .. . .. 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 I 20 1 1 1 20 30 0 1 50 I 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 � � PERMIT DRAWING SHEET 58 OF 68 _ — -- _ � � � � � - _ � l � l � _ � � 0 0� � o.o 00 � � � o0 � � 6: I OP. ?6929 ,� � �� i � - :1 SS. 92 5/i � � � s��. 8s 6'+ 5� i i I I I � SITE 19 o �z 0 m g � � �, s:� 5.i: � � i 3 � � I � � � - — _ 6:� D.P. 26.10/ � F LL IN ET N ��' _ I_ _ � 918 08 IMP CT I S RF CE W — � ' E CA ATION — i 6 + 00�.0 I i i � i 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 ��� ���,\ `���� / �� � � � �� � �� � � �'� � ��� �� � � � � � w�_ ��� 3 ����, �'� ��� � � eoaar Huu + , BEGIN CONSTRUCTlO�� � ��� � � � � � � �B-YBA- POT 33+00.00 � c� � �� V � � � rti r ��i � � � � � /� y � � w "') ��� � // Srv ��. \ \ \�\\ ' /�Q�� + �; /\ _ �� � �� � � � X � sa, �.� � � �i2. �_- � ��,`\ �s��X� �+ Qxw �� �v 'se�'� \�z�\° , , � � x�� e�� � � �+ � `c, `c:� x- � � `���`�`C, � ���enrF� � Q �,�p � � �� � �x� � se F� + `l. \��\� �- \�\ GR_ _ _ / ��/T . � _ �s \�' — _ � � �' � `� � � �r� \� � �� � \ � � REMOVE � � \ � �� ,� ��� J __� � �� \\ C \\ \\ ��o + �\ ///�. ��\� �, � � �� � X � � 89 �+ �^t.., � Q �i �/ ` `� ,� , ��, r„� � ''� � � � � ✓ Q � ��, psa� � ii _�,—�-~L �, � � \ ��� _ Q � � eosar �. Hu�� 35 + � �� � � ��� ��� �� � a `l, �\\ �\� A _ �3 SPEC lAT V DI7CH w, � 0 �" . - `�-�� \� G�, QI , W/CL B RIP RAP � \� � S � B� j � 4 \ '�� \ ' X� SPEC LAT V DITCH STA 33 � 00 TO 35 i 80 -VS-REV LT STA 32+00 TO 33+00 -YB-REV LT SEE DETAIL #20 x �,,r� }�^ ^-,,� \ !>`� \� pa �� I� see oEini� #ts e5T i37 ioNs � MARVIN GLENN OUEEN � v .��� � ��\ \ ��o \ EST 506 SY GEOTEXTILE . ° - 8A� C � 33+30.33= �� � � � � � $�9 -YB- OT 33+30.33 � � '��A� � A '0G x � �� k � ��;ti7 � � + �A A � � �. � � � � 6088Y J. HULL �� V � � � � 4' BASE CHANNEL C � \\ � � �� 9 W k\ � � X `'Z w2� �ir eiP enP . v'l � �� 9e, ���, � ww j0(\ � /5°•� ����� � 4:, � �EE oErA�ro34 SITE 20 + `��s �, � P�F � . . .. /� � ST 93 SY GEO E F � _ e�, �\ \ \\ _ _ \ . � / �/�o � \ -�s_�'.'�r,,,�.�,,, �'/ � esr is cr �oe � �. \ � �F ,� / ,�,y u-"s",�``''`"'�,_ -YBA- T'� 35+58.07 , � �� � ���k � � I � M \ �5 ... - - . F . \�^� � \ ��� PU f � i I ^/ v J r^S � j ,_` i .. '� - _ -YB-REV PC �� +07.23 �; � �' � R � � \ � �`� �� � �`> rn \ �s � ,� — �` ��z� � � � u W 3 . s[-- �w ��i � � . A �� � " i Pp2o v��' �� � / SAMUE� R ,> - � �z � A A � �z"�w ,�b . C V � / � \ �� �� c DAVID GLENN QUEEN _ /� � a6„ � s5o t� 3 -YS-REV `c. � � , \ � � � , \ � �. � \ � �, l l � / � � � I \� / / RCP /// G 2 I-B �+ - � , � x��\ \ � � SFG � A �e A �� /� � � / �� � � � � ..��.�xis mc� c � � w DEBRiS PiLE � � � . G U 350 TL� � , R�w � \ �, � _ - a � RET IN � � R � �� �6.;R � is�� wre��ows� ��� ��� ��� ' ��� iU' �� � '� ��' � �� CL'B'RIPRAP R \ \ �\ �� �°°ic -� � � MARVIN GLENN OUEEN W F :^^S � � ' ). T TON � .�- � � � � � � � � � `� �m> �-� � EST-5 TEXTILE m F \\\ � � \ 1 1 � w `� -5f - � . / F �G "`�^- �-0 \ � � � � /2" DIF ���� � � � � C , _ � 8� � � � F ���� � U� �� �� ��j _ ,8. o c� � o t�-� � , p� - ��� � � �� �e � _`i,,,� � � � O G�' 3i BOBB J. HULL � � I Ia ° �P0 �' � J s V �� , � c � �� �� � � L� �������� � � . � � R � � � Rer iN Q.QP` I I � � , �rFR � � / �,�`�'� 4 � �,5e• I I � � —��e � s� N �� Q`' `� - 8-REV POT 36+00.00 � � � ` � ; � �r ;rw�"' � � � c� ��.2 I I � F- � � �' r �nr ense oiTcr+ r oEea�s P��E � �} �'�' � END CONSTRUCTION ��� � �y P � lI� 4J� W/CL 'B' RIP RAP w� W � �� � ` �� �`"� �� ry� \ r STA 28+00 TO 37-.75 -YB-REV RT r / �� � � ,."rc.w� � �y SEE DETAIL #7 �!y �� �� / [ � � `�✓ EST 210 TOt�$� 4y / G p Yz��;�� � � . EST 569 SY t3E`O�TILE / � / / 4� PO�� � -_ � � EST 279�Y DDE � �'1, � � � � ,Z,p' gy� � U SPEC �LAT BASE DITCH � w /�/ � ✓ Q'�\� S Q W'CL 'B' RIP RAP � �� � CL 'll' RIP RAP BANK STABILIZATION � � � (,�P � STA 26 i 50 TO 28 i 00 -YS-REV RT EE DETAIL #35 i � �� � � SEE DETAI�9 � � ' T 50 TONS � � � 88 � c!1 �� y� EST 93 SY GEOTEXTILE �� � +� w � -YBA- POT 36+OSJl= E�EaiaoRE a. MORcnN � -YB-REV POC 3/+50.00 � � /� / �J � +�� (�o��,s P' � � 9� DENOTES IMPACTS IN � +��' �� CHARLES R.& � SURFACE WATER -� " CATHERINE P. PRICE �v� �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 1 � FOR DICTH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -YBA- PROFILE SEE SHEET 58 FOR -Y8-REV PROFILE SEE SHEET 59 PROJECT REFERENCE NO. 5 � � , w � ' � / \f•G.�',, � \ \ � \i '��\ \ ��j , f i � /„ R-2707C ��--\� � \\\ � II ; �' \ '\� � \ \, ` � \\�\'\ \� /� r� �,,, �/�; ///j `l I / 1�1\ � '-- ww SHEETNO. � _ � � � � � �, � � � �' . \ � . . � � \ S \ � \� � 4 � \ � - ROADNGIN DRSIGN EYDG� \I \ ���`���\ �'� \��� aoaar r� u � \ �EGI\�Q ���� \� � \\\\� \� I�/ � 1 \ \� � � '��� � �� � � � ` � 1 — _ � _ �� �� � � t � �— — '� � s���� � �� 5 + 9e YBA� POT �.3�3 fi0 � A � � � � � ��� � � ���� a��-� _�- � —ss�_ � �� V � ��- � , � �� T ' V � �\ � � ��( ( � � \ -` -- �—�� � � �� �' � wa � s � � + � �� � `° ���� �� �_ \�� � � �_ -� ��,pr - � �- — � . �`�. � � � �-N�e '.. � ._ � � ������� �x'o �� � \BBS� � � �� �gi�l-� � f - \ � / � f � 1 ----- �-- ' � QB � � � � � - _ �_ �� � \�a \ I � ��i2o 45D - � �°� ,�� , � � � � � � � � W � �-�- � � �� � � � V�� - � ' s ���� �� / \ `,�`i. � \ .� �\ X� - - � 1 � �`� ���a V� - s � � \ �,A � i � � N � � ��� ��� �� �'� � � � � - j �o�, A� � �q � i �, � � �T � � � � ' -F � . � - . Bg � � 89U j � ' �k V-�a �� � - �R _ �f�.�.. / � � " � \ _ �� .. � �� _`�86� � �� � � � �� ��?�s> V� �� ( � . � . A� �� � � �. � � � � � � m �_ � � _� � . � �� � � � _ �. � - . j � � _ - � . � _ � � �..� � o }� . � � �� V A���� � � � � � � - � �Mo�E � , �\ �'—�'° _ ^�`' �� ",� � ` � PERMIT DRAWI � � ---- - � �� � � � s � � � '' � - _ _ �, � � �� , ,— � f �- �� �� \,� . � � ` �� �F � \ - ��—� _ - \ �,,� � '°��� � �- _ �� V �� �� �� � � �� 1 '� �-� �;' � SHEET 60 OF ��5 =- �1 — �_ - � � � � � � l ��� ��� � � ��oJ��� � ;� �\ �psa �ii . - - �_ � � � t3 - �� 5 � � � , ��e ap�5 /� � � i \ 9086Y� J�w�U Lo������ �� ! +� \ � i� � � � w� � � // � � .�H65_ — � � -�- � '� " � �� �' _ / � x � i � � � '� � � � A� ,, 3� � �' `�� �' ' �� es�'1 1 % � � �� � - —�/ �� / � -� gb0� � �= BBC� _ �� _A �� �' = - I � � � � � � � � , �� � 4. � \! � � I ���>��-1- � / � g� � � � � -'� _� _ � �- _ / -�' � / f- Ry �-__ _ / , _ _ � - � -i- - � � .„� � ! 1 EV L � � 3I ; ,�-- - — --�_ � - \ �� ., I � - \ % '9fr � � i ia a v rc � � ,� �� � ;, 59 ///�� m \ I � 1 � � I D _ � . � F �X � � �^ � � � �k T ` � � B,y � � / �/ _- � � � ��� � � ZqTq 3 +b0 TO 3 +00 -Y8 R V LT � 5 E D qL p\ � � IL y � ^ / �� / -� —87� � ~ `- H-�- � _� \ -_, `n � ?� �� \�� � . I ' � /,EE{ D&TAI 15 ES? �3� TONG T %TI\}E , - , \ ,�` . ( ��� � �\� � � � 3 � G E N �QII�N / � M R N' - ------ , ,. \�� � �-.... �1 / �/ � � / � � _ �.�- A � \ � �, � � � J � / _ _ _ -'� _ , -- - _ C ^ 3�-3b.�.� - � � — �� � � , OT 33+�6: �— � � � � �'�� � �'G � � � � �� � ���� �� � ' ��� k� �' /� -�� �� � � — �� � „- '�� � -� - ������ � � � b � � � s� � .n � ^�9 � i �_ - \.� -.�,_ _. � ---- - -�. ,� � �� �� - . �F _ � - � i �� � �� � � , o w � _�� � �_ � „ X . / BOBBY J. HULL � � � � V� � � �'� �,� � ��� � S� � � I � � � ��II� � � ,. � � � i � � � �� � 4- snse HnNNe� � � � � _ �� � � � � e. ��I � � i' � �� � ��� �i �k � � � j j / � � �� . �o j% � -wTc� ir eia aaP - � �� 9 , ` � � ww�'� � � � � I i. I i �� � .� / � SEE D ��3 `� �� . }� 1 ' `� / � I �c�i a` � / / / � �� — � 5 � � sirE 20 �� ,� , � _ , �J e���� ,, ��� � � � �l '� ����� � , ����' / ,��� a�'�% _ %, _ � _ ; , �� � ; ,i � r � ; , � �� �� , _ � � �' �� � iI�s� 9r ea esr �s � r ooE � Y8A �3� &:OP �� -I- � � � _ �y7 / ` � �� ������� ' � � I � � ������ ���� � � / �-jo _ I -__ I I lu I I � f _ � Q/ \ � � '��~ Y � I E I ' - / � � � __ \ i � ���- � � � Gi%>� ��s ��� _ -YS-REV_ PC +07: � � F ' --- �'=y��� = Uf I� ��1 \; '1� 1 ` �� o �/ ��� -�% ' // `z� j � — - (' � , � -- �� / � _:`�, �\ I ` �- ��\\��� � HW �� _ � \ �\ _ -- ,. -- _ , � ���� '1'� �\�� � /� // _ / � /% // ' K.. � � �c� � � �— � � � � R� � ° � � � ' � � � � � � , -f.,� � � � , , �� --°�R� � , � , � � � - - y � �� pp� � � � � � ' � _ p � � �� � _ � �-- . R �" ��- � � �� � �� � � � � .3-,�. l � � - — � � � � ��Pw i ., , �b � C . � �� \ C`-✓ � � �DAVID GL NN QUEEN � � ��� � �' � � a �lE l i� � �, _ � � A> � �. � s a�-3 �-� - E1�`�� -B - ' ' k � r ; �, ��� � � � ����/ � (/� � �� � � � ' S � � . i i - � � 6„ \ 5� -�8-� - _ - ' , 4.. - � � / � � _ �� 'C�W� �, � � ! �� �� � i' -_ �_ � � ___ _.� 'I�� � � � �'�1� /JJJ ���� � � �/ � , � � � �� \ I � \ \ � � � \ , --3. ' SF E � � \ � � . l-� � ' � \ � �� _ � \ 7 '� I w\ \ \� \�E�.PiLE�_%1���_ � ... � \ �i��_ �... , \ �..� :. ,�\. - �YS"�W,�:E J�� G U�350�_�=� �� "'� rv�� \,�� �! _�_�=�����\�. .�e RE���` ���I I �\\\`� ` /y ���\ \ II � I � �, lJl ` \ \� R _ -�., �� \"�\ -I a ` �<,_ �i - � \�� �-_�' y� _ Q \� \\ l �� , � �"'� \ ' � '' - � � �� � � g �-� �- MA VIN L��IJN OUE � ; � , � �- �� �� '� ' _ _ i� � � ' � -C��'RIP RAP � �� � � _ �N _ i _ r � _ �A, ,. . . � � _�� � _ „ _ � � �. _ - -, -. ,` �. � � , A � t roN _-_ :� �� - <'�-� � � � � - l� . � � �,� � � � � � � �' � � ` �v _ �� � , , � — i m, _ _F � � ; ��_ �� � � EST TEXTILE ; , � : _` . ' ' ____ .___\�� �� ,1 �� , . � _._. �, __, � \ \ i __^� �� � / - �_����1� .F �i �.��\ , ��C 5�.\\� �� \ \ L_ � \ � \ � � � � - �� �� � � �� , �- � _ � - _ �! � f �4� ���, ��� �i _ "�o�, � ��A _ � � �,r��. r� � S,�+a � � � 1 � � -i � � �C` - � � 1 , , -- � 3�����., ` � �� _�'_ ' ,� � � � B BB8�.,H��� �� � - ��c ��� b� � �� � , ,��Q�, � ��A���.�J�,�'��1� \,i ' �� �� �..,. �- �- � � �� � � _ � o � � � � �I I � v � / . � � � � �/� � � � � ���� � �, � �� Rer�N Q• �� � � A �� � e � �� � � ` -------- / �_--- � � � ' � ( i� � .-'I I j � ` ���� . . O H _ _ _ ) - ., � i � _ � � _ � _ _ � : � �P I I C 1� - � � � -- � 5Q � ���� ��, _ � �' __ � � �;,_ \� - _ ;� 8 ti � �ti_ � � !/��\ �\ � ������� ��,� ��� r�! �, ��,? � � �- � � � � � �- �'� - 1 \_ - ��LAT n�+2R� -����-�-. ..\ _ - � C`:�\ DEBRiS PILE �� � \ p'� � / � � _J 1 V� . �`� �Wic��, �p � , � w �-��� � i � c). � � � �l� � i 4 � � � st�. z +oQ rb + �is�i�v r � �� � � � � � �/ / � � � , _� _ � ��� s � �8 � i � � ����� � \ -- DET IL�# !� ` � � � � //� / I z �� - �� „ � � E 9 O TIL � � \ ` � I � / � �- ST � � � � \ � 1� /i / � � ( � 068 �\ 8 �� / i�� i � � z `�v .��� \ �� � � \ � �_� �, � i �/ �/ � , �� J,v i r � < � ✓� SP�'E �LAT BASE DITC7l \ � \ \\ \ � ` ' �,�-- �. 1 W I I / h \ � �� _/ r 1 } � Q. � W/CL'B�iIP�AP ti g�J l � \ \ \\ � M `_ �L II IP R OBANK ST,�ILIZATION / J��/�\ / a \ �j ���� �� STA 26 i 50 TCa 28 � 00 -YSQREV RT\/ I � \ 'A� l E DET # \ J l ` � /� T� / 1 / `..._., � SEE DETAI 9 (\ ,�}1 \ � / . c�� `\� �� i .Q'3 �. . �EST90�SEOTEX��. \ :i�/,..�� ��/�/ � r-� / 1 �j 1 \ � i �� � '�4�' � ' � -�� -,�-. �8 � � � � � � � � � ��v � � � ����\���� ���\ �, �� � � � \ Y�A- POT 36+OSJl- E�EaivoR �Mo���-� �� � � �j� � � � � =YB=REV POC 3/+50.00 y�e��� J �I �� � \ z � ,s� �, , � �� �— � �, � � ��s � �� � � � 9� � DENOTES IMPACTS IN �,%� - cHaR�Es R.a SURFACE WATER �� _ , �- CATHERINE P. PRICE � �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 1 � , \� �� �����o;�,� ` 8-� l� I�OT .�6 ��� � � ��� V� �s � � � r� EY�� \ �(lA� f�l/n,T��r v,�`'� \ _ y` � � � �(�l� �� \ �,�� �� `A " - � �A V�� � �VA��� �� � � ) % ��,.�� �� ��� ���/1� A� �-� ��� / P I (V� /� Q\�� � �\\\���I / ����$_ \\ � � . ��p ��I�,� v � �� �� , � � I �;, �� ,� ��' ���\ � � � �� � l �-.�. `+� ��� "������� �� ��.� � �/ � �� �� ����. +� > ������� �\ �\��� �� � � �� ���� �� � �� ���\\\ �� � �\ � \� � . � � \\\��y� ' \ � �\\�\ ,` � � ` � � � —� , ��\ � � , ��l ,;�;; FOR DICTH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -YBA- PROFILE SEE SHEET 58 FOR -Y8-REV PROFILE SEE SHEET 59 � PROJECT REFERENCE NO. SHEET NO. 0 R-2707C 346 � ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER 3 + 8-YRE- ; ; ; ; - �„ �E _ -- PERMIT DRAWING SHEET 61 OF 68 , � SITE 20 , � , � � � � , \\ � �, � � � , / A P PE CE T RLI E �� � � � � � � � � i� i �-- � i i �I � � , - -- � ��. � --I __ � � � � � - - � - - - � � � - - �- ---- - I � s z.� „ � SL P = .3° 85 .2 I I � � � L a r� I a ✓ � E � � a � �_ �u � � i� N � -' , � 4I ��--, 76 � � / �NC DEPT OF Ti2ANSPORTAT10N ��,�J �, Fv ------' �� _ � \ \ \ C \ \\ \ \ \ � / � � - ��- -- � � SP�tC�3' L4T BASE Dll W/CL 'I�RIP RAP STA 49+�Q�TO 51+ SEE DETAILt/F19 � / � k Yll—REV2 SC 5Q+ 3. Ik I �P �/ �k 100 // ix J.MORCAN COMPANY �/ � � k / / � k � � / � / k s s � a mreEva � 0 oy 1» as rs noy -zo e, d i � 0 �� oa T ip. EC M n ig � a �.. �:t. � e ., y .... , �`�-�,�= SITE 21 �.�' _-�__ ..__.'._._ �.n;i�-- __ . ..15__. � � — - ,: R � CHORD LAT 2' BASE DITCN STA 57+50 TO 62+50 -YII-REV2 LT SEE DETAIL #19 \< � \ � 106 � � s .\�`o�s° \� E� , ;��\9 �i�\ MARY RUTH DEDMON HORD AND ����� BETTY SUE DEDMON DOVER. � y��� , CO-EXECUTORS FOR THE ESTATE OF I.IZZIE K. DEDMON ��� � � o� G�� \ : � � -------- - __ \ � �� - � - , �� � �i :�,s- - ,;� _ - -R - � � _ .€ _ � "'� �,�", � � � _' f p . ___� _ � � / i/ \ i � �.;.n ._ . . _ . / i 1 Li"�-� _,-. ,- R � �U 350 TL-3 F / / . ,.�Jy� J� � r.,�r„ _���-� -4r �� I � GRAU 350 TL-3 � � � �%J � �S � �' F � � ' pUE ' PVE PUE � pUE � —YlI—REV2 ST 54+78.59 `�� CL'll'RIP RAP 1 �^"h � BANK STABILIZATION SCE DETAIL -35 2GI- EST 30 TONS WMSFG E5T 55 51'�EOT ILE 15" W/ELBOWS � _ �/ �5... � � p �\ E5T.1 TO EST.S SY GF PUE �s���.._ PUE � PUE - PUE 107 S� BILLY WRAY WILLIAMSON S PUE � � - � �. `�, ��� �Revz Rr —YII—REV2 CS 2+78.59 � —YlI—REV2 SC 58+76.56 —� LAT 3'BASE D17CH W/CL 'I'RIP RAP /� STA 51+00 TO 59+� 20 -Y71-REV2 RT -y � �O� \ \ SEE DETAIL k14 � `�_:,. � � esr �so cv ooe —YlI—REV2 TS 56+76.56 �^ ; \ EST 1011 TONS � CHARLES E. DEDMON � E57 7764 SY GEO7EXiILE � OL /AND WIFE, DORIS H. DEDMON � V � ��`"?� � � MARV RUTH DEOMON HORD AND � � � / I BETTY SUE DEDMON DOVER, � �� � � CO-EXECUTORS FOR TtiE ESTATE OF �� � I _ _ _ _ _ ,_ LIZZIE K. DEDMON � � � � i � � �,� � I � � � DENOTES EXCAVATION DENOTES IMPACTS IN � � � � � IN WETLAND � SURFACE WATER � i F F DENOTES FILL IN DENOTES TEMPORARY i � WETLAND � IMPACTS IN SURFACE WATER � * * � DENOTES MECHANIZED / � � �� � � � CLEARING F FOR —YII—REV2 PROFILE SEE SHEETS 67 � - -`'� {. ;� - ' ,� � �b �� \ � � I � �' GHARL � k �� /AND WIFE �AP� � l� � j l 1 � � �� % ,� , 100 i� � I i � � ' �I �J. MORCAN COMPAN�' �� / I � / � � � i ) ;' � �. l / � � � � � i � / � �/ / � �� � �- �� � / _� � /I / , � � i � � � i % / k/ — - 5� 11EET � o� � - — _ � � – ._� ,�� � � � - �� � ��� _ _ � �, � � ��s� : �� � ��� � � � �9 , �vYAR��2UTH DEDMON �IQRD AND ����G q BETTy St1E--DEBMDN DOtlEFF. ��3 -, -� � �� -� \5>>, CO EXE�UTORS FO& THE EAA,T�E OF � �"91s- � . � _ �I.FZZ�E K. D�.DMO� ' �� � � � � �_ '�s. � - q � � �\ \ � �� ��,7 �' BAS H\ .'� ` - _ .1� srn s3+sc�o o i- vz �� _ _,_ \srs _ ��� � -3€E4ETAIL #18� ' , R � � � _ _ � . �� ,_ su � _ _ 91q� � _ � _ �- _ __ _� - _..., F F DENOTES FILL IN � DENOTES TEMPORARY WETLAND IMPACTS IN SURFACE WATER � * * � DENOTES MECHANIZED / � � �� � � � CLEARING / ✓ �", N�o \ J \ FOR -YII-REV2 PROFILE SEE SHEETS 67 o°�- �. O 5 10 PROJ. REPERENCE NO. SHEET NO. � _ N � � R-2707C X-776 ., < � -- — S 1 0 7 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 30 20 1 1 1 � 20 30 0 1 50 I 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING � SHEET 64 OF 68 I I 0.0�49 OI049 � ; I - -- . _ I __� — 1 l 1 0/ _ l 1 — — — � - -- 5 � -- - - - S.S.9/0.4 � 90 .s —� � � S.S.909. 2 _ - _ -. � 99 9 I � � � � � a _ _ �. z _, � 0 o � SITE 21 g � W � � � .0 9 0 029 ILL I W TLA D - E CAV TIO 2°° FIL IN WET AND I ___ '�— — — — � 910 48 � I I .S. 9 9.4 5+ 49 99�9973 � i� � � I � I I , o.0 9 0 ozo z� � — I — I I_ I !i— �--- S. .9/2.64 — — — — — — — — S.S. 9/0.5 0.0 1 0�020 , � �I 2�i a, � � � � � I � � — — — — — — — — — y 9iz �o S. .9/3�72 � .S. 9 /.65 N 5 + 4 81 I 9 99199 E i � � �_� ��, � � - - � � � �� � '�NL 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 —� 2 Z o O O Q > � O U � ��� �?a W � �' Q�� �W3 � O � � � ti � ��O � � O p � 2 � Q O a�o 2�20 iU0 U i ��� ;; � � J J W V U �Q¢ ��� �� I�g �WW �� �� � � N � � i �oo 000 ��� ��� ��� ' PROJECT REFERENCE NO. SHEET NO. • �}4 115 R-27o7C 4� RNJ SHEET NO. RUSSEL A. BRITT CHERYL D. BERMAN ROADWAY DESIGN HYDRAULICS DB i541 PG 708 DB 1456 PG 1356 ENGINEER ENGINEER PB 12 PG 58 PB 12 PG 58 "'�i � �' ,�� �� DENOTES IMPACTS IN �j/ /} CL. I' RIP RAP BANK S BILIZATION �;r4:� -Yl6-REV POC 12+45.99 = � SURFACE WATER / /�r SE DETAIL �f36 es o TONs �} �;� -Yl6A- POT l5+14.26 �� �.�� � EST 4 SY GEOT��1 E 7 3' BASE DITCH / L'll' RIP RAP �„f` �i, ,3 � oo ro ,<„ -nb-a�v aT DENOTES TEMPORARY SEE DETAIL �40 ���c`!{� 91 � E5T,35 �Y ooE �-�, IMPACTS IN SURFACE WATER � /i SARA WHITE GARDNER EST m TONS `'O \ E5T 210 SY GEOTEX LE } -Yl6-REV PC l6+ �3 4� � � 116 �' ,;n � i p/� ��-� � �y R �� � � � M ME L VRN �D DU�R AM M s� :i� ��.�.��^^ ��PRa,y�Mq P E RM I T D Rl1W I N G ��� ��� P� � �- �� SHEET 65 OF 68 %� R � � � -, � ��,�'� �, '� � � � � �' � � �' �,e�� � / � 11� 7 ° � '' � � � SITE 22 � � � � o � � »8 �� o ��� � � � � m� ACY L. RANDALL ` � 36„ EUGENE TALLENT � � U� �/ �� � c' � i / GRAU 350 TL-3 � r �NC ` i„� � _ F / � � O k � � O � - C � �� � � / �o oi �, �/ REBECCA M. SMITH �� � � FS REU - G � o q �`' DIST RB WELL "� r. �.{ � � z�i m �Y16� 'so o / � � � � �,, Ul iNs S �� Se _ , � o X � ��` � � m }��,� �N< ,r� GRAU / �� � � "" k i'�a �seKp 350 T�� qa, � � � �, '�. 7 � �,-3 _ - l / �oN� U� p( �U 350 -F \ �'.� � c� "'�-;,.,-�.,.� � G — � i - � i W �� � iSQ � J. R. PARKER . ao � �2 � ���hiw F � �• � . _ � � _ k� o a � FS 15" CSP/ -�' O7� S A 14+000 TIO 1 � -Y 6- V LT � wP � � � G� ��r 3 �n, 3� � �- 2GI / 1 � 3 E T 45 TONS � F � I� __' �� F / � O a � 4Y / \ \ wiN5 /C F R .. - s -� l o s8. k � k�N 1.,� / �� EE DETAILr� 5 � �/ RE }.�V c�NC / /S@KQ ^ � k� � O � 'ES ATE OF SHA � N G. WHI NA ,a a�ove � / � � �� R� � F � �o � � w � o � � � C :,% 60 '�.`'�� � � \ � / �lc `"� �� /5 � RC � � / . �'� �. � I � � 0 �K o. � � r- C� •r aiP ea.P I °tiC�,�' � � % , e� �s' �� �'P����Rcp �� m�� DONALD E. THOMPSON - ST 2 TO I � r' k \ / G F 2� 3��� a � K� O \ � � C �m� °� Se TH6MA5 ERIC Q Y 6 Sv GF �g , pco� � �e o p� � � � CLONIN ER � a�i � RiP P 7nswunqN 4r�o �o �il � � ��� L� / Cc�� U� � oerna ,�ae � � �� f � �� � � � � � � �'�� �/ � � � � c, ° � ���"' + � ,"' �sr ao roNs G� � / � � l " / �ss � � .� C� � . E GE�{SEXTILE �FO y� l5^qCP � �\� � / � k� �tic � � � z -Yl6-REV �k' 16+39. 9 0 0 � /� -Yl -REV�' � / \ �� � � � �� � // ^ o�o / a o � � �., ro � PC l f2 . j �C� � c, i5-. � ��'� ( � v�� / � � MARY CRAWLEY �� U � �;,,�.t �� � m / � � � � o�� / � R�� � ��/� �� HARTSELL se�` � f- � � � O � �T � oGILBERT K� RANDALL a � �d � _ � �� �� � � � pe � / �--_ �� {���- {,,rr'''`��.jj � \ O � � `� -`�''��\� 7 � �+� ,�r�''' /. � o/ /� f� C"�. O r l j� � � /=G �' iY � / � p C J' 4Y � /� ^^' I \ .`c �.y��� � \�NC �"/ ��� \� s� `' m `U% �,G�� /o / \ \ � 2g RCp c\ Q.G \ � t O G \ Q 'F � cP O 4.Y " � / �5` - � � �, O / � ( � �r�� � � � o � m� � �� Rc�� �4'� / '\ �TANJA P. FITZGER S��i� � Se'�� � 91 � � � �' i ' `�"° � � o �; � `� � � ��� � V � - � '� � � � SPEC LAT'V'DITCH y c,� /� I � � � 2. � \ ,3 �� Y . � n � �,( \ STA 14-Qp TO 1 +80 16A- RT ��. o \ / o �O ,� � �G� � � � � SARA WHITE GARDNER � �� I� �/.d � � SRE DETA�V . 5� ,� � sk � � 7 �� QQ � � m ��� O O O DB 130 PG 766 � � � m l '��l � . �r� � �/ f � o/ � `'J � �� � � �p`� � � �/� /� �} �, } '� r 4 °C � � � + + �� `� ` � � �� o 112 '" � h � � % , ,J ji ,5'/ � � �l �� °��Om \ � 5�.� �EBECCA M,r,`� � k\ � z°� � ���°�o �� � ,�o �ce � � �O'co l l ` r� � J TRAMMEL ✓ ��/\ k � �o o -�-' � �„> A �� se �7 5 i ! /' 'o m A m A a c � � / �� / . BARBARA HARRIS � �'�c /�� `�,� O �. f� � jr � / �t"� � �'� �J, `� / -F C3 \� \� �p `/%� � DB i7B PG ii3 SHERRIfORTENBERRY / LC�./r� r�, � �� PB 12 PG 58 `�� ,� o /�� � � � 4r'� � � �+� � ss� �VA _ coN O �i, �� � � �sr`'s'�- � ym s oa. � a � _ �� �a Ra vis �� � � 4� � �} � ds �� � � � r� Q � � // "''L ^�r, � �� o + � � ��"^ �°-no./ l� � � a S o � o �oP o �� �e-°e�� ��A��(;� O� 5i ` � � �� -�' ����;� � BEGIN CON�'TR(�C l N � � � '�+ �aj �� ��� �� ��'� /`a � � / � � i Q � � �} � � -Y/6A- S A 3+75. � ncNEs sai�Es � � � ° \ Eo �Q ����,' ���v� / /� �� � � y� ,���c��- o � � � � � � BEGIN CONSTRUCTION + � � � � � /� � �y{,?��/// coNc� C? i � � % �� � � � � o `� � � -Yl6-REV STA 10+00.00 1 � /s p��� � � o /i � � � � � � , � , � � ����� ��*� � � ���� � � � /� i 3 r � _, �//' . o � �v'-4N- � � � � � � 1�/ ° �� � i � �m � � � � �/ � � c a \ � / / /� / �� o �� v �, /��'// �� � � � � � SF � �q���e� � /�� � i �"'� � � a o �"Qe i �" / � -� o VA o� ,� y � i � / ' � / �/ � � e A A /` � � � �� � �p� z � i � � � _�r �- ��/ � + c � � � A � � i , ii � � -F \ �/ .�° � � �� a°e ii � �� F�ei ��' �� �' � �}� a � � � �0 � � - y� � �Y � � � � � � ��� � � \ 7 /% �o � � 5 � � � � � � � � � � A �� /� � �'`� /� �% � �} � E� �o � CJ O� � \ ��e � � � �� � � 'J / � S0 � ��� �j 5 i � i � 3�� o � � S � �� /� � � � , � / � � � `w � � �� � � � �' � � �`�� �� � � � ] �,� tiei� i� � /�[% C� ��� - � � � �e �f ���` �, �Cn, ,�'y J� 'Jl _r �� � -3 � i. � 5P� � / \ `'� � / � � <4.0�� o � ,� ��.r-�'� r� �. . I � I �A O -,i�-m'-A�� , �� / FOR -Y16-REV PROFILE SEE SHEET 75 FOR -Y16A- PROFILE SEE SHEET 75 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) (tt) (ft) (ft) 1 384+50 -L- BRIDGE 0.05 30 BANK STABILIZATION < 0.01 19 2 405+99 -L- 66" RCP 0.04 < 0.01 358 60 BANK STABILIZATION < 0.01 22 3 414+88 -L- 42" RCP 0.02 < 0.01 322 30 BANK STABILIZATION < 0.01 39 4 425+38-426+75 -L- 72" RCP 0.04 < 0.01 340 31 BANK STABILIZATION 0.01 55 5 438+67-439+29-L-LT 66" RCP 0.02 0.02 < 0.01 163 16 BANK STABILIZATION < 0.01 25 6 438+70 -L- RT DRAIN POND 0.19 7 453+03 -L- 1@8'x8' RCBC 0.10 < 0.01 498 26 BANK STABILIZATION 0.01 50 8 475+69-477+08 -L- 48" RCP < 0.01 0.01 < 0.01 245 31 BANK STABILIZATION < 0.01 33 9 489+60 -L- LT ROAD FILL < 0.01 163 10 490+88 -L- 66" RCP 0.05 < 0.01 328 26 BANK STABILIZATION < 0.01 44 11 495+03-491+14 -L- 54" RCP 0.02 < 0.01 294 18 12 503+77 -L- RT DRAIN WETLAND / 54" RCP 0.14 < 0.01 161 13 502+82-513+25-L-LT ROAD FILL 0.14 < 0.01 1274 22 SUBTOTALS*: 0.36 0.50 0.08 4433 290 *Rounded totals are sum of actual impacts NOTES: SITE 6: Total Take Pond = 0.99 Acre Impacts in Surface Waters SITE 8: Total Take Wetland 2013 10 24 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) (tt) (ft) (ft) 14 510+98-513+02-L- ROAD FILL 0.02 < 0.01 384 15 15 11+01 -Y9RPB- 36" RCP < 0.01 < 0.01 176 32 BANK STABILIZATION < 0.01 17 16 15+19-17.97-Y9RPA- 60" RCP 0.45 0.02 < 0.01 453 86 BANK STABILIZATION < 0.01 20 17 536+93-541+15-L-LTRT 66" RCP 0.03 < 0.01 533 38 BANK STABILIZATION < 0.01 35 18 554+00-L- 1@9'x7' RCBC + 66" RCP 0.11 < 0.01 695 25 BANK STABILIZATION 0.01 69 CHANNEL IMPROVEMENT < 0.01 52 19 563+95-568+18-L- 60" RCP/DRAIN POND 0.02 < 0.01 < 0.01 < 0.01 < 0.01 64 29 20 29+65-32+04-Y8REV- 66" RCP 0.02 < 0.01 235 31 BANK STABILIZATION < 0.01 27 21 56+75-59+37-Y11 REV2- 54" RCP 0.08 < 0.01 0.02 < 0.01 < 0.01 211 27 BANK STABILIZATION < 0.01 23 22 14+-15+00-Y16REV- 54" RCP 0.02 < 0.01 177 25 BANK STABILIZATION < 0.01 40 SUBTOTALS FROM PAGE 1*: 0.36 0.50 0.08 4433 290 SUBTOTALS FROM PAGE 2*: 0.55 0.01 0.02 0.25 0.02 3211 308 TOTALS*: 0.91 0.01 0.02 0.75 0.10 7644 598 *Rounded totals are sum of actual impacts NOTES: SITE 16: Total Take Wetland SITE 19: Total Take Pond = 1.43 Acre Impacts in Surface Waters 2013 10 24 •� � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols FIRST BROAD RIVER END BRIDGE -L - 386 +46 ± f yyBU BEGIN BRIDGE -� -L- 382+37± fWBU � �� �// � � � � T�26 BEGIN BRIDGE -Y3- /9f77 ± -Y2- METCALF RDAD fSR 18501 °�ii �� '' BEGIN BRIOGE j,� --_= -Y2- 28+00 ± 7 _`',� ' 25 !� _ I�```- �_��-\_` —�--� � ��%'�_O� a � � � ��jr-;�- - _ � , - a ` ���'� 7 ; J � � h �� � ��,\ �.U' �, �_,_.�; �` �; -- � � -�' ����-=� � .: _ E�gY gY P A � . . ,��N „ � � N /// _,�� � % �. I �� _ _ ��% END BRIDGE � \1 ��% /! � -Y2- 30+14 ± I �%�� � � END BRIDGE � �� / � -L- 386+64 ± fEBU � �� � �� / BEGIN BRIDGE I ��' , -L - 382 +53 ± �EBU � � i EQUATI01�: -L- STA. 382 + 00.17 BK E1�D TIP PROJECT R-2707B = -L- STA. 382 + 00.00 AH BEGIIV TIP PROJECT R-2707C NCDOT CONTACT: BRENDA MOORE,PE �� �� � � ��� � � ��� �� ��� � � ���� �� i� �� � �:., s ��u�. LOCATI011t: US 74 SHELBY BYI'ASS FROM EAST OF 1�C 226 TO EAST OF 1�C 150 TYPE OF WORI�: GRADI11tG, PA VI1�G, DRAII�AGE, SIG1�I1�G, A1�D STR UCTURES 26 � -Y6A- SPRING BROOK DRIVE f SR 1843J -Y6 - SPRING BROOK DRIV E � f SR 18431 -Y4-REV McBRAYER SPRINGS ROAD (SR 1827J BEGIN BRIOGE � -Y4-REV 22+83 ± � T-TURNAROUND 'END BRIDGE —� 29 -Y4-REV 25+39 ± END BRIDGE -Y3- 2/+63 ± -y/g- SERVICE ROAD l -YS- LITHIA SPRINGS ROAD — �SR 1842J -Y3- NORTH LAFAYETTE STREET fSR 1005J PLFI PLANS FUTURE LOOP B -Y9- DETOUR �NC i8� -DR3- _ 30 � , !,� � END BRIDGE -Y9 - 25+/2 ± ;\\ 3 � �. �0 -YS-REV CARTER ROAD � f SR 1927J -YBA- CARTER RD CONNECTOR f SR 19271 T HERE ARE T HREE DESIGN EXCEPT IONS ON T HlS PROJECT, ONE FOR SIGHT DIST ANCE ON -Y2 - AND T W 0 FOR k V ALUE ON -Yl4 - PROFILE. A PORT lON OF T HlS PROJECT lS VV lT HlN T HE MUNICIPAL BOUNDARIES OF THE CITY OF SHELBY. T HlS lS A CONT ROLLED ACCESS PROJECT W lT H ACCESS BEING LlMIT ED T 0 T HE lNT ERCHANGES. CLEARIN� ON T HlS PROJECT SHALL BE PERFORMED T 0 T HE LlMIT S ESTABLISHED BY METHOD lll -Y9- NC l8 BEGIN BRIDGE -Y9- 23+03 ± /7 6TATE @TATE PRO,iF.(r`T REFERE�Ttr'E NO. ���a R-2707C �4TATE PRO,f� �1A Fl A, PIZOJ, N0. 34497.1.2 N H F-74(14) 34497.2.FS9 NHF-0074(152 34497.2.U4 NHF-0074(152 -Y10- AIRPORT ROAD �SR 1926) T-TURNAROUND /8 � � a �, � ' _ Sti�. �l.l / � ,- ;% � �. r-ruRNARouNo 20 BEGIN BRIDGE -L- 592f5/ ± fEBU BEGIN BRIDGE -YlI-REV2 3/+72± -Y13- CSX RAILROAD END BRIDGE � -YlI-REV2 32+95± END BRIDGE -L - 597+12 ± �EBU -YlI-REV2 NC l80 - BEGIN BRIDGE -L- 59/+87 ± (WBU - END BRIDGE -L - 597+46 ± f yyBU cirr oF SHELBY =� J`� � '� I �� 2/ �,. QH1ElET TO'I'AL NO, $HEE'Il'$ � ,��c���o� P.E. ROW UTI LITY -Yl6-REV N.LAKEWOOD DRIVE �SR 2/55J — BEGIN BRIDGE -L- 6/0+9/ ± (WBU -L- 6/0+8/ ±(EBU -Yl6A- N. LAKEWOOD DRIVE lSR 2/55J -T-TURNAROUND � -SR2- �.�\� ��� 4� ,� � ° �. I' �i i�r � . � - \ ►` 1�.� ��- �,,, , � � �� � r -ruRNARouNo �, 7 � 39 �` � _ � ��� , ; �� �� % � ���a -Y14- NC l50 %� ,�,�� �_ � 5 \� 38 40` END BRIDGE � -L - 6/1+83 ± (WBU -DR2- -L- 6/1+73 ± (EBL -DRI- -YlI-REV2 NC l80 -L- STA. 635 + 00.00 E1�D TIP PROJECT R-2707C -L- STA. 635 + 00.00 BEGI11t TIP PROJECT R-2707D E11tD C01�STR UCTI01� -L- STA. 635 + 26.86 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared for NCDOT ln the Offlce of: HyDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH ,", ADT 2017 = 21010 moffatt & nichol s�� � 4700 FALLS OF NEUSE ROAD, SUITE 300 50 �� O �O �oo ADT 2037 = 35 110 RALEIGH, NORTH CAROLINA 27609 Sungate Design Group, P.Q, (9 19) 78 I-4626 VOICE (9 19) 78 I-4869 FAX e�w����+v -�«�ascooe e�u�uecr�a -¢��o-o�e�+a ��Qp � p PE (F-0 105) 9i5-A �ones Fronklin Ra. � LENGTH OF ROADWAY STATE PROJECT R-2707C =4.591 MILES 2012 STANDARD SPECIFICATIONS Ra,e,ah.N.C.27606 p�� ° �g�o o � � PLANS DHV = 11 o LENGTH OF STRUCTURES STATE PROJECT R-2707C = 0.201 MILES** P.E. � D= 55 % LENGTH OF STATE PROJECT R-2707C =4.792 MILES SIGNATURE: � � 50 25 0 50 100 T= 14 %* ** RIGHT OF WAY DATE: TIM R. REID, P.E. ROADWAY DESIG11t � NOTE : LENGTH BASED ON WBL BRIDGES November 21, 2014 PROJECT ENGINEER E1VGI11lEER � Q 0 PROFILE (HORIZONTAL) V= 70 MPH 1�11 moffiatt & nichol ���' o �QoQ� FUNC CLASS = FREEWAY � LETTIIIIG DATE: TRE NT E. H U F FMAN P. E. 4�0o FALLS oF NEUSE ROAD. SUiTE 300 ��� p� RALEIGH, NORTH CAROLINA 27609 1 O 5 O � O 2 0 I t9 i9) 78 I-4626 VOICE <9 i9l 78 i-4869 FAX �* TTST 9% D UAL 5°/a) Ma�r 16 2 017 PROJECT DESIGN ENGINEER PE �F-0 i051 i PROFILE (VERTICAL) STATEWIDE TIER P.E. SIGNATURE: N � N > w � M Z � � N J v Q � W Z � 0 I � Z Q N J v Q � � � � I N I rn z O � � � � � C____--- ✓s `n-,� -.�� � JCS -L - 0 (RT) � � O O � � � I � I N � 10 O�yLS EYE V�NEYARD DB 1540 PG 1219 PB 35 PG 97 ` C� 180.00 (LT J 6.00� (LT 1 � BEGI SAFETY � `� FENCE � \ �� � ----------�—�_ � � � _� C � �� � � � � �� � � � �� � \ � `� � � � � � 070 \� `` s,�\�� � �� � � FS� 2G1-B � �� � � \ \ � � � �� � � � � � � � � � RAD I _ , �, ONLY � 0703 � ` � 2G - � � � `� B L - � �� ; � � — � _ �� — — 1 1 I I �, o�o� ' , Fs� 50 ' �LIaL,OC CLTIL"'C�C SEE PLAN SHEET 2P FOR ADDIT IONAL ROW UM/TS DUE TO ENDANGERE� HEARTLEAF PLANTS ENV IRONMENT ALLY SENSITIVE AREA DO NOT DISTURB 13 � � �Q� s �r � � �� � � � d � �s � D � s � � � c^ a �� � P � END WW\ FENCE ���%�9 S� "F � ed�_ �,�n GATE LOCATION BY FIELD ENGINEER 1/07G —1 — PROTECTION FENCE � �SEE EROSION CONTROL PLANS) � SENSITIVE AREA 0o Nor oisruRe �-- ; +/3.n/ - � _ � � ' -� - +98.59 -L � (LT J 92.63 f LT J 0704 2G1-B W/FG a 8;1 T APER BEGIN FUT, SHOULDER BERM GUTTER f00 LT BL-104 � -�- SHELBY BYPASS G EM�LE LOUIS GEBEL DB 17A PG 556 DB 1686 PG 797 CL 'll' RIP RAP BANK STABILIZATION SEE DETAIL #35 EST 65 TONS EST 120 SY GEOTEXTILE �nn nn _i _ 160.00 (LT) CL 'I' RIP RAP EST 11 S,_ � � BEGIN WW E 2 SY GEOTEXTILE �� FENCE +50.00 -L - ) �LT) C \ +00.00 -L - 160.00 (LT J E D SAFETY FENCE PROJECT REFERENCE NO. R -2707C RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 7 HYDRAULICS ENGINEER 1/11 m offa tt & n i c h o I Sungate Design Group. P.A. 4�00 FAI.LS OF NEUSE ROA�.SUITE 300 SDG�F���-�a�aecaoe�.wrec+ve�¢�vrve�w,,.0 915-A Jo�es Franklin Ra. RALEIGH,NORTH CAROLINA 2]609 Rolelqh,ly.C.27606 (919)7BI-4626 VOtCE (919)781-4869 FAx — PE (F-0105) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \ � � +25.00 -L - C �J s 125.00 �LTJ �__�� � ,�,�'°9 3 0706 0710 END FUT. SHOULDER BERM ___ � I— � � �UTTER f00 LT —, _ — — � W LY 3�„ w�CBO�s �� � � � \ JB w/ H � � ��___ F � � 071 7,� � � 2GI-B 070 'O W/FG T-1 `G 15" R P-IV ��► ,,.,., �� �� u�=7�� �,'f .• � � �� �►��i ��;; ���� � 000 � � � �:� T � . 2G1-B i i � APER FUT. GRAU 350 TL-3 ,I � , �i� i � i � i � /� Fur. � � i S � i�/ C GUARDRAIL � I �-�.� � ���, � ' � GAT E LOCAT lON _� — ' � � � � / BY FIELD i � � � � � i ' �� � � � / 160.00� (RT J ENGINEER C �� � � �� � �� i i � �— i � � . � ' i �---- � ' �C � +50.00 -L - � ' � 160.00 (RT ) ; � BEGI SAF� � � ' FENCE i � � +58.08 -L - �� '� 200.00 (RT J i i I � � � � � � � I i i �i � � ` � � ` � ` \ \ �;�-,- �� -r''-�_ � � � �` � � � � ����, � � � � ` � ` 1� � �� � `� � � �� �� Oy�LS EYE V�NEYARD ����5 \ �� �PB153� PG 9719 � � \ �, � � �� � � � �� �� �� � � \ \ ��' � � �. � � TOE PROTECTION STA 425 + 50 TO 427 + 00 -L- RT � SEE DETAIL #5 EST 90 TONS CL 'B' RIP RAP EST 200 SY GEOTEXTILE � — �—� = o � C / � � � � / 0709 �,;� 2G1-A 350 TL-3 � �� w o F� FUT. G�`8 / TAPER � � � cv N �� O � � ' vl N � f�'1 Q � O � � i �—�o��� _ � �' '� � O 0708 24„ RCP-III g�-105 � FS � � � i-a � Q N �s; � C�l� 0 ��A � w � � �// z — � �� � 6�� � N 8;1 TAPER o70 �� _ °08 �F _ FUT. CAT-1 FS� 2GI_g � U r� � � BEGIN WW � � ---____ ___ -- � -- � � �',o FENCE � � Q ��L , � +l1.58 -L- CL 'll' RIP RAP BANK STABILIZATION � C � �, l0/.37 (RT) SEE DETAIL #35 071 EST 65 TONS +//.36 -L - � EST 120 SY GEOTEXTILE � � END WW FENCE-� 56��3�� s TREE PROTECTION FENCE (SEE EROSION CONTROL PLANS) SENSITNE AREA W 0o Nor oisTURe I SEE PLAN SHEET 2Q FOR ADDITIONAL ROW LlMITS DUE TO ENDANGERED HEARTLEAF PLANTS ENV IRONMENT ALLY SENSITIVE AREA DO NOT DISTURB �i� �a-�/ � �� -L - Pls Sta 420+74.76 Pl Sto 426�03.33 8s = l° 52' 30.0" p= l3° l7' S1.4" ILTI Ls = 250.00' D= l° 30' 00.0" LT = 166.68' L = 886.5/ ST = 83.34' T = 445.25' R = 3,8/9.72' SE _ .05 RO = 250' C,�..Tr�iL'�C (RT I a � s� mo s"'� �s� = �� 3°Sg, „E 0,�� N8g�59�p�„ E/P 55, 36 \ d. u + -�-00.00 -L - 160.00 (RT) E D SAFE7 FENCE C�<i�Il1�� 13 EMILE LOUIS GEBEL DB 17A PG 556 DB 1686 PG 797 —� — 0 �� � 0 �� � \ na�� I FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 45 � � d' W W = o (/� o � W (� o � N � � � O � � � N � —o o � o— Cu � � o O N 0 Q � � N � �I o � N � y � � Q � � Q � 0 0 � FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 48 N � � W � �-r�1.Trrr.�.T.T.r.� � �� �'y / �'� ��` �` �� - r � S °o- -Y6A- Pl Sta 20 �8/.72 �_ l34° 26' 02.0" �LT l D = l3° 48' 22.4" L = 973.72' T = 988.06' R = 4/5.00' SE _ .06 RO = l00' —Y_5 — POT l5 +76_0_5 = —rc�— rvi i����.ic -YS- ST 15+�9_lS PROJECT REFERENCE NO. R -2707C RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /4 HYDRAULICS ENGINEER 1/11 moffatt & nichol Sungate Design Group.P.A. 4�00 FAI.LS OF NEUSE ROA�.SUITE 300 SDG�F���-�a�auaoee.wrec+ve�¢�vrve�w,,.m 915-A Jo�es Franklin Ra. RALEIGH,NORTH CAROLINA 2]609 Rolelqh,ly.C.27606 (919)7BI-4626 VOtCE (919)781-4869 FAx PE (F-0105) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -L - Pls Sto 506 +39.45 es = l° 00' 00.0" Ls = 200.00' LT = 133.34' ST = 66.67' -Y5 - Pls Sto 13+96.72 Bs = 2/° 30' 00.0" Ls = 200.00' LT = 134.33' ST = 67.57' Pls Sto l8 �47.67 es = l0° 37' 30.0" Ls = 125.00' LT = 83.48' ST = 4/.80' Pls Sto 20 +99.17 es = l4° 52' 30.0" Ls = 175.00' LT = 117.08' ST = 58.7/' Pl Sta ll +13.95 0= 6° 23' S9.7" ILT� D = 5° 43' 46.5" L = ///.70' T = 55.9/' R = 1,000.00' Pl Sto 520+5/.l6 �= 26° 25' 2/.l" fRTI D = l° 00' 00.0" L = 2,642.25 T = 1,345.05' R = 5,729.58' SE _ .04 RO = 200' Pl Sto 14+85.7/ 0= 30° 39' 00.8" (RT I D = 38° ll' 49.9" L = 80.24' T = 4/.//' R = 150.00' Pl Sto l9 +66.12 0= 25° 43' 00.0" �LT l D = l7° 00' 00.0" L = /5/.27 T = 76.93' R = 337.03' -Y6 - Pl Sto 14+85.7/ 0= 30° 39' 00.8" �RT l D = 38° ll' 49.9„ L = 80.24' T = 4/.//' R = 150.00' FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 48 FOR -Y6A- PROFILE SEE SHEET 58 �O � 7' LAT ASE CHANNEL W/ � l EMB D CL 'll' RIP RAP � ��Ci� �� STA 3+ 00 TO 513 + 00 -L- LT � SEE DE AIL #21 � � -Y9RP - POT 0 +00 00 -Y9RPB - T S 2 +7/d99 26 CAROLINA y�ATER STORAGE DB 1566 PG 2200 � �� � +oo.00 -�- ° � � �,��'� `�, � `� � � 220.0o r�r� -� - P C �3+63.73�-,�� �S �v� X%� � , , 47.00' ;�T ) s�� \ - �S �` � � �/ CL II RIP RAP� �"� �S� - i"1 EST 57 TONS �� � / � EST 104 SY GF � � \ � � � � � ��� � �c% \�c � / /�� / �S\- `V?� �\ S78°41'55"E +00.00 -Y9RPB-'15 ✓S � � '�� �� `�`� � � � SOIL---- 180,38 B� T 170.00 (LT) ��� / `� � ��c/ � � -- - - � / �� � , )5/ S86°26'37"E ` � ` � � � 638,71 � � ` m � E�P CHORD R � `� � � B 3 � +ll,gg -Y9RPB- � rn END WW � , +7/.99 -Y9RPB- �� 125.00 fLTJ �� � �� FENCE B BUSINESS CORPORATION �� � 125.00 (LT) � �`-' � DB 1049 PG 404 � `-�r �, � JEAN P, y�ILS01Y & � , O � 4��^'� BOYD D. PARKtR � � ��- --_ w � �`� DB 1467 PG 1522 iF- -+ � �., -� o� �� � i LQ o� o � BEG WW \ \ � � rn _ws� FUT. `�, � ���`��� t- - - - - - - - - _ .� � �' ; ` Q � � `v �S � FENCE 2 9 � � \ GUARDRAIL - F - - - = _ _ - � - �� i'����8 - SC J� fl1.99 _ �`'�` `-'''-�-�� ; i- �° I . ARDS & � � - � � - 2G1-B �- P _B- ' CI> � ROLYN �. CODY FS � RAM Ow� � �.� o N Q� � EST 91�� FUT. GRAU 350 TL-3 1504 >� o� 82°i9�q W iP :l TAPE,q � o RA��Nc' �-, � N� � 338,92 o N r,� $ o o � i 'o' ,9 O�� � � ry� N� p p O O � I z m �► � S 84°49' 56.9" E � _____________ � � � � � 6 � 1 ' \ _'- GRADING ONLY ' � N o� ' �oI o � «- o � N � � � «•- v J � � � � ~� ^ «� � N �l BL-12 -�- Fs X � W � � 30 RCP-III � � �� B L- I 2 6 �� �, '� N o� o�_ 30" RCP-i�i SHELBY BYPASS 2GI-A - 1505 0" RCP- II (� -��-� Q N � o-� o � \ � � � � N � W� GRADING ONLY � � `` �' � o� X ?� `` N o � o CV � � �o r ---------------------- `b �o �" � o <o J � o N � �' � � � S 80°04'S5.1° -O --- �---_ ______ - - ---------__ � � v c� N � � o �. - - I� Q W � � Q S:I TAPER o G�p --_ � �� m � � END WW � GUARDRAIL °� o FUT. C T-1 FS 1503 IIv�'j � X' � � � y� `� o �� � �'?, FENCE A � F � -Y9RPC - T S l+OO.00 � NL Y o c� o� BEG N ENCE _ � �Q � - -- � � �\� \L �-6� STONE HW � � - �GI-B� _ / b' �O �,�� �:� I � F C �_ o V o J � HW REMOVE `�^ -Y9RPC- POT 0+00.00 - � - _ W � `� --- _ � � o �P � -L - POC 5/4+27.12 - - � U \ � X � �� � � o� , .-ioaq� sro HW 47.00' (RT) - - - - - _ _ _ _ � ' � b ���� ��� ; � � � p - 4°07'00.0" ----�, � °o � � , _ - ��� `� � � ,� �� � C � � � � � � � C, � � �, � � � c� � �� �� � � � +00.00 -Y9RPC- � /P � � �; � ,' , , � � 120.00 (RT J � Q � � +60.00 � � � 4 BASE q�NE I� 172.59 f J� ' W/C� 'II' RIP� RAP �j ' � SE� DE AI #34 END FUT. SHOULDER BERM +20.00 -Y9RPC- � �' � � GUTTER f00 RT � �f � � �"r 7 r �S ,, � /25.00 �RTI �"�� `� � �'ST 1 / �' GF `r \� � � EST 35 �6 DD � y� � , , �� � 3 0 ���'° � �� 2 8 59�� �� S�? o � . �� �j '/J' /�`i 96�S„ �� � � // �INDY C. ED�y ARDS & �° � � �, B BUSINESS CORPORATION � � CAROLYN A. CODY "�� DB �049 PG 404 `�' � ESTATE��IOE PG 116 �'�, � TOE PROTECTION �� EIP .- � �� STA 508 + 20 TO 5+<��,d - RT � SEE DETAIL #5 / �,-_ � CL 'B' RIP RAP �^'� W ALNUT EST 279 TONS � N62 � �� Fq��y EST 620 SY GEOTEXTILE ti 238�22 w �� ^^ NS6 o n,� o �` ' '�����s'�_��ti,��_r'�-,�ti,���,��� � ,S °° 2S„ M �,� � 23 �y c�'� �� �t,,,� � EIP � - - - - - � � W�s � D. �yAYNE ALLEN � � _ - - � /� �� DB 1513 PG 574 � � -'v ) � � � � � PINESTUMP � �� � --__� �c �� � ��- - � FRED FALLS HARRILL - � / ,v,� DB 1202 PG 2467 -L - Pl Sta 520+5/.l6 �= 26° 25' 2/.l" l RT J Q - �� ��� 00.��� L = 2,642.25 T = 1,345.05' R = 5,729.58' SE _ .04 RO = 200' -Y9RPB - Pls Sto 4+32.03 Pl Sto 7+59.93 8s = 3° 46' 39.9" p= l5° 30' S6.3" �LT l Ls = 240.00' D= 3° 08' S3.2" LT = 160.04' L = 492.85' ST = 80.03' T = 247.94' R = 1,820.00' SE _ .08 RO = 220' -Y9RPC - Pls Sta 2+46.7/ Pl Sta 6+42.46 6s = 4° l4' 38.9" p= 24° 30' 08.9" �RT l Ls = 220.00' D= 3° 5/' 29.9" LT = 146.7/' L = 635a06' ST = 73.37' T = 322.46' R = 1,485.00' SE _ .08 RO = 220' FOR DITCH DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 49 FOR -Y9RPB- PROFILE SEE SHEET 62 FOR -Y9RPC- PROFILE SEE SHEET 63 -L - Pl Sio 520+5/.l6 4= 26° 25' 2/.l" �RT J D = l' 00' 00.0" L = 2.642.25 T = I,395.05' R = 5.729.58' SE _ .04 RO = 200' -Y9RPA- Pl Sto 8+93.97 Pls Sta 12+86.96 Pls Sto 15+80.39 Pl Sto 17+86.19 4=/9' S4' 27.3" (Rrl 6s = 3' 46' 39.9" 6s =% 38' 22.0" p= 2/' 02' 14.9" (LT J D= 3' 08' S3.2" Ls = 240.00' Ls = 200.00' D= i 38' 22.0" L= 63236' LT = 160.04' LT = 133.46' L= 27538' T= 3/9.40' ST = 80.03' ST = 66.78' T= 139.26' R = 1,820.00' R = 750.00' SE _ .08 SE _ .OS RO = 240' RO = 220' HO = 240' HU = 'LZU' -Y9RPC- Pl Sto 6+42.46 Pls Sto 10+28.43 Pls Sto 13+08.52 Pl Sta l4+16.68 �= 24' 30' 08.9" �RTJ 6s = 4' l4' 38.9" 6s =% 38' 22.0" p= 6° 2/' 09.6" (LTI D= 3° 5l' 29.9" Ls = 220.00' Ls = 200.00' D=% 38' 22.0" L= 635.06' LT = 146.7/' LT = 133.46' L= 83.16' T= 322.46' ST = 73.37' ST = 66.78' T= 4/.62' R = 1,485.00' R = 750.00' SE _ .08 SE _ .08 RO = 240' RO = 220' -Y9RPD- Pl Sta 5+52.62 Pls Sto 9+39.23 Pls Sto 12f32.65 Pl Sta 13+80.09 4= l9' 29' 34.6" 2T J Bs = 3' 46' 39.9" 6s =% 38' 22.0" p= l2' l8' 92.5" (RT I D= 3' 08' S3.2" Ls = 240.00' Ls = 200.00' D= i 38' 22.0" L= 6/9.19' LT = 160.04' LT = 133.46' L= l6/.l6' T= 3/2.62' ST = 80.03' ST = 66.78' T= 80.89' R = 1,820.00' R = 750.00' SE _ .08 SE _ .08 RO = 240' RO = 220' FUTURE -Y9LPB- Pls Sta 1+00.54 Pl Sto 5+4838 Pls Sta ll+gg,25 6s = l8' l7' 09.2" 4= 29P 04' 16.5' (RT l Bs = l8' l7' 09.2" Ls = 150.00' D= 24° 22' S23" Ls = 150.00' LT = 100.54' L= 988.76 LT = 100.54' ST = 50.49' T= 398.38' ST = 50.49' R = 235.00' SE _ .08 RO = I50' -Y9- Pls Sta 3l+1/.2/ 65 = l' 48' 00.0" Ls = I80.00' LT = 120.0/' ST = 60.0/' -Y9- �ETOUR Pl Sto 11+5328 Pl Sta 15+66.99 Pl Sta /9+70.65 Pl Sto 23+74.52 4= 2/' /0' 35.3" (RT J 0= 2/° l8' 3/.7" �LT 1 �= 22' /0' 23.2" (LT I 4= 25° 07' 00.2" (RT 1 D= 6° 59' 14.2" D= 6° 59' 14.2" D= 6` 59' 14.2" D= 6° 59' 14.2" L= 303.07' L= 304.97' L= 3/734' L= 359.46' T= 153.28' T= 154.26' T= 160.68' T= 182.67' R= 820.00' R= 820.00' R= 820.00' R= 820.00' TRAFFIC DIAGRAM 37 ADT 9690 } 14590 + 2860 2450 4460 3950 I5750 f � 29250 � � -(US 74) 2290 7960 3I90 9560 14630 18930 -Y9- (NC 18) 2/Dl0 35/l0 �R -Y9- DETOUR DETAILS SEE SHEETS 2B-1 & 26-2 �R WTERSECTION DETAILS SEE SHEETS 2B-3 & 2B-4 �R DITCH DETAILS SEE SHEET 2D-1 �R PFSH DETAILS SEE SHEET 2D-2 �R -L- PROFILE SEE SHEET 50 �R -Y9- PROFILE SEE SHEET 60 �R -Y9RPA- PROFILE SEE SHEET 61 �R -Y9RPB- PROFILE SEE SHEET 62 �R -Y9RPC- PROFILE SEE SHEET 63 �R -Y9RPD- PROFILE SEE SHEET 64 �R -Y9LPB- PROFILE SEE SHEET 65 N Z � � W � -L - Pl Sta 563+32.45 0 = l3° 44' 47.7" (RT ) D = 0° 45' 00.0" L = 1,832.88' T = 920.86' R = 7,639.44' SE _ .03 RO = 150.00' -Y9RPA - Pls Sta 4+94.60 Pl Sta 8+93.97 6s = 3° 46' 39.9" p= l9° 54' 27.3" (RT l Ls = 240.00' D= 3° 08' S3.2" LT = 160.04' L = 632.36' ST = 80.03' T = 3/9.40' R = 1,820.00' SE _ .08 RO = 240' -Y9RPD- Pls Sta l f60.04 Pl Sta 5+52.62 es = 3° 46' 39.9" p=/9° 29' 34.6" (LT J Ls = 240.00' D= 3° 08' 53.2" LT = 160.04' L = 6/9.19' ST = 80.03' T = 3/2.62' R = 1,820.00' SE _ .08 RO = 240' �� Pl Sta 2/ +7/.57 p= 26° 47' 34.0" (RT I D = 7° 40' 00.0" L = 349.47' T = 177.99' R = 747.34' Pls Sta 23+93.09 8 s= 5° 45' 00.0" Ls = 150.00' LT = 100.05' ST = 50.05' DONNA LYNN LOVELACE OB 1483 PG 1535 -Y9RPA - POT 0 +00.00 -L - POT 55/ +87.42 47.00' (LT I � = 4° 07' 00.0" PROJECT REFERENCE NO. R -2707C RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /7 HYDRAULICS ENGINEER 1/11 m offa tt & n i c h o I Sungate Design Group. P.A. 4�00 FAI.LS OF NEUSE ROA�.SUITE 300 SDG�F���-�a�aecaoe�.wrec+ve�¢�vrve�w,,.0 915-A Jo�es Franklin Ra. RALEIGH,NORTH CAROLINA 2]609 Rolelqh,ly.C.27606 (919)7BI-4626 VOtCE (919)781-4869 FAx PE (F-0105) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR DITCH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -L- PROFILE SEE SHEET 51 FOR -Y9RPA- PROFILE SEE SHEET 61 FOR -Y9RPD- PROFILE SEE SHEET 64 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT REFERENCE NO. SHEET NO. R -2707C 2/ RrW SHEET NO. BEGIN MSE RETAINING WALL 3 / �� i� ��� / � ROADWAY DESIGN HYDRAULICS -YII-REV2 STA 26+83 +/- ' ' ENGINEER ENGINEER / 21.5' (RT) 67 / �� i� � � �Q a�� � �� �� / �j BOBBY SPAKE ,' �' � � ��� \CL � DB 1122 PG 1416 / � � � �� ��' DB 1384 PG 634 � ,' �/ s � BY SPAKE �O \'�, 69 �/ x � � / �\� i3s4 Pc 636 � � -L - POT 592 f69.83 � �' � � , \ ,' \'� � k / m NC DEPT OF TRANSPORTATION �� � �, -YlI-REV2 POT 29f22.96/ , � / �� DB �54o P� s22 /`^'IO' J� ��`' � = 35° 42' 40.5" � ,, , , , � � / �\ FRoc PoiNT � N V � / � � / \ � / � � � , �, BY19-39 " ,,,, � / � Sun �te��.s�.w.<�.�E.� P.A. / X �� � , � , % CL I RIP RAP moffatt & nichol 9 9 p• � \ / � / � � � �/ " .p / EST 62 TONS 4�00 FAI.I.S OF NEUSE ROA�. SIJITE 300 � � �\ �/ // � \� /^ / � +54�5 -L �LOsoo -�/-/�QJCU 1�L SY GEOTEXTILE � RALEIGH,NORTHCAROLINA 21609 SDG�F��g15-oelqn,ly.Cr27606Ra �o � � �� ' � , - , - , -L - POT 596 +50.98 ,� �,9 i C 7 O� � � � / / � � / � L i�. �� LT �/ 0.00 (LTI �9191 7B I-4626 VOtCE (919) 781-4869 FAx PE (F-01051 � �� � �o�,c RET �N � ,�' ,-' ,' -Y13- POT 23+68.80, � � �� A 4z- � � � �. ��o � � / ,�' ,�' ,' � _ l25° 58' 37.1" ,' �`� Sw�T�� BOX � � �H�R� R � \�V(��,(/ � \ T SPEC LAT V DITCH �� � � ��� �� � N F END FUT.SHOULDER \\ `�J \ STA 21 +90 TO 31 +50 -Yll- EV2 LT / �� �� i i� �� �/ / BEGIN MSE RETAINING WALL 4 �� - � -' - - BERM GUTTER 0 \�� � � 2 \� SEE DETAIL #1�.5 � `\ �� o j� -Y13- STA 21+28 +/- STA 4f25 RAMP-B- LT �'� Q`� ,��� �' � x�°'°�o` +5/.8/ -L- / ' ` � � �s 52.00' (LT) F / � 2116 � � � \ oa° � � ��J E ST b" DECK DRAINS ON 3' �CENTERS � °' F OG POINT � � BE� FUT, SHOULDER BERM � - - - _ ._ _ _� � P\ � � Ex. R/ (LTJ � , � � � � � \ �' � � � � � � / GUTTER @ BRIDGE � � END C/A & / � +89.3� L- � � � i V � �� � � � \ �S \ � WW FENCE � �'+3 .00 L A. 5�i2�+1�T �O 592�-�5 �-�-�T �LT) �� / � ��' - - � °�- � 1 �O c � \ @ BRIDGE / ` J �,.�8.00 ( T �TA. 594 + 30 TO 594 + 54 -L- LT �� � � (v � � � -�i� ,V ENo Fur. -T� \ ��� \F � ° � RET I N � � E STA. 5A�4 + 68, IQ �95 � 8r =L= �� � , � E E C,�' / �� � -Yl4RPB - SC 2 +20.�1� � � �,� , � \ �. ,�� � E , � � �, SHOULDER BERM � /� A�c � i �� a � � � � � E,�ST BbCJND BRIDGE � /�.r�� � � o � GUTTEf2 @ BRIDGE � � ��)) O� �o� � � �° \ � S d-O\`�.00 - r'USE/STD. 6" DECK DRAINS ON 3' CENT �\ � j � �Q��� � " R -IV Q��. � � O � � ti � � /� ROp �/� 1 � .66 -L - � � �P o�- / -Yl4RPB - T S 0 +00.�0 = `c:�,� 2105 2 B � o N b � p�, � �� �,�� �\ �A. 593 + 93 TO 594 + 14 -L- RT �\ X. R/ Sl�/�F��i BOx � �' �� ��,- FUTe � � , ; � � \ � \ / i Q STA. 594 + 86 TO 595 +40 -L- \ / \�I.. / �� ���� `� �'��� POT 59 35.�� � GUARDRAIL 2G1_B � 104 � � � /� �� - � I� ° ,' c� � �� � �, coNCRE-rE �, , , � � ��' � / 47.0 �(LT) FG Q �n � � � \ � � � � BARRIER WA��S � / � TB 2G1 B � �� � � � �SB� B. 7 � F � � \ � \ \ �J\, ,� � � � � � / � � FUT_ 7 �102 103 W/FG�� w �j O�� � o � o � � O 15" -IV ►�1 �� O � o � , , �'� � _ , � �, � o -Y14RP8 = _ � � � � � , � \ � \ „�,�,A� _ � �� / � B 2G1- o > o � - � --_---- - - , � � � � � � u � � SINGLE FACE � E- Ai� ----�--� - � Cu � � � \ \ � � � V - rn V �� � o Q W � «- � , � � \ � � � \ � CONC BARRIE R �P �� � � � � � � G RA D I N G O N LY - o N � c� � �I � � �� �� � �/ ���� � � � � �, �� �r� � N � � � Q � o N ��-O �- Xti o�ya � � 12 `� cti B�� v� - � /� �� --- . TYPE B-7 - 2G1-B FUT. TYPE M3i$ S'Jr�� �4' 22.4�� E 18" 2107 15 2106 �� � o� N o � � � a � � � r FS 2 I B � _ - � �-Cr O o N � O FUT. TYPE M35 UT. TYPE B- � � � \ � / � � � - - _ _ HE BY B � � 2G1-B � � � N � N � � � �� F�' c PoiN c�' � G RAD I N G O N ` `� '�' END FUTe SHOULDER BERM "-' ?I1 I o � � O O �� � INV=925,35' � i / O � O �? O �? � �1 \ \ � \ �� � i , , � _ GUTTER STA 4f05 J � N � � � � � \\ � \ � 2 ` BEG / & WW � � �� � \ �,����\� � � � � FE BRIDGE �� �� - ,Q��� < � "' � RAMP-C- RT � � � � � � � � \ � �`� „�,Oe f� � /� oN _ Q ------ ---- � � ~ �� �N�=goqo�2� S 46 07' 22. " �' � - - - - - - _ _Yl4R - � Q Q - -�� � � o � T.�1(PE B-7 \ G \ =9q � 9=� � � �� F� ��B GI-B � o co � - 2108 ^ � o � � � � � ��� 121 � � u�� � ��� � � � / i B�-7� /FG 2101 „ � a � - (7�p'� � � � FUT. 9 S� s '� r i TB 2G � /� END FUT.SHOULDER BERM `�9 � „ � 2G1-B G � \ � + � � � / � ��� 2' LAT BASE DITCH -YI4RPC- ST OfO .00'��� � V IVL Z GUARDRAIL � � GUTTER @ BRIDGE �� F �//NSFG � � \ � �� �� / �� \ W/CL 'B' RIP RAP 2 � Y � � J TJ- 2 B \\�\ �NV=904,�7' / RR S�G ��A 5��+50 s+5o -�- RT __ f -Yl4RPC- TS 1+20.�� 2G1-B � �/ O � SHOULDER BERM GUTfER '°F NS \ �� � E DETAIL #7 � POT 597 55. � 2109 2- � � � U FROM STA 30+62 TO / e) ��, �� �� BEG FUT,S OUL �Rti1 �� �E DDE 275 CY 47.��' lRT) , � o-Yl4RPC- CS 3+40.�� W�FG W�FG �� �� � STA 30+95 -YII-REV2 RT V�/l�/ FENCE G / �� ,�� 21 '"�� \ GUTTER BRID E F� =�� �� 56 TONS 00 °�° 15" RCP-IV �� O � @ BRIOGE / � � � � � ^ w DRY DETENTION BASIN FUT, � � _ _ _ � _. / 2123 I �Y-YPART � �� � ��� �;,-�� �� ��\EST 1�5� S C�E-TI�1.E _ _ _ _ _ - - � DRAWDOWN STRUCTURE -YI4RPC- SC 3fS3.IS � GUARDRAIL Q � � --- --- --- --- F M � , � /I �,e� � � // O 934- ��SEE DETAIL #43 & #44 i � � 0 c� F R R DB II�� PG 1193 �co� �� ��/ I_ END MS�� ET I 933 , - \ � � � I �� � PB 8 `P�G 88 TyA �� � ��Y13- STA 5+, �}5 - - F � 21i� ------- � W �-r' \ e��j/ O �� TD.�2'�BASE ��I �LT) � V/ W 0 922, TOP EL=931.0 ` �� GR � fil-5 -_, PUE PUE PUE PUE E �- 9 93 - `\��� '� � �`' Tj.^ ' � C L �B' RI P � i \� � -- -` !�7 - - - � _ - � r� \ \T D�AIVJ 7/'J 1� � I 92929 - - - f35.00 -L - -�-15.00 -L - � � � " ��� � �?, 160.00' (LTJ 160.00 (RT) \ E� 130 �CY , o _ 2112 � 9�� - 5 END MSE RETAINING WALL 3 /75.00 (RT) � � � ��} / � �`�� � �N� I a � ' 2113 � -YII-REV2 STA 30+62 +/- i � S� 7� �� „ 120. 0(RTl +22.9/ -YlI-REV2 W - - + 0.00 -Yl s3��5�, C �IILLIAM PRUITT � 21.5' (RT) � Ex.R/W (RTl B`�-395 � S ��T�s- � \� \ � +50.0 / N CL I RIP RAP o � 33°E DB 1190 PG 1668 � +gl,gg -YlI-REV2 � Ex.R/ (RTJ � � \ A°s �� \ 70.00 m EST. l00 TONS � 20.00 � �'�,��oaoo +8/.02 -�lI-REV2 . � ( � ' �_B � T� � � \� EST. 185 SY GEOTEXTILE J �;.�-� �\`'^� CL 'B' RIP / � F^ /N �� � \ 9 ��/� 9�, W /� EST.2 T NS � W ' l �T � , \ v � 928 21O' N \"'?� 66 EST. 7 SY GEOT ILE � � ,�.� � �g g�s� / 313029 � m / 2' LAT BASE DITCH � / \ G C, �\ 93z ST / 601 + TO 6 5L+ 50RI-L RT �\ \ � 9743 � EUN�CE �I. POSTON � � CL RI P �9 ( I� 9zb ' S \�� / / ' , � � y� \ \ � \ �9J0938- 92 993 SEE DETAIL #7 DB 15T PG 283 � ,�-� � � T 2 TO �'s � � � 931 � EST DDE 500 CY � CHITTY-YOUNG FAMILY D� / � R9� SPEC �AT v DI � � o� EST 7 GEOTEXTILE 2119\ �'�\ s �� \8� � STA 34+00 TO 40+00 -YII-R�V2- LT 93;,, EST 252 TONS �?, � LIMITED PARTNERSHIP � SEE DETAIL #15 � � 114 P II � � �`'/ � � Q�� � e% \� ,\� T �\ � 93,� �, EST 683 SY GEOTEXTILE � �� DPB 8 PG 883 � �,� � Q� 2117 ��J'/�F��'A�� �•\\ �� � NC D T OF TRANSPORTATIO �� ,�� � s s i � � / � . .i � +l -YlI-R � � � T �� � � 6.8� E 2 DB 1540 PG 822 ��° � � -Y13- POT 27+98.10 i � � � � J � \ ��F,� 9��, � �\ � �� �o.oq r�r� ,\ �3= � 7 � -Yl4RPB- f n-, � � �� i��; � � �\ ��\ MOVE / �� � �� Pls Sta 1+46.69 Pl Sta 3+95.84 � � �' � � � ��, ��� � / � ROBER D. & � � . „ � . „ ��� �� �R�s H, oNE Z 8s = 3 27 46.6 0= ll 02 /2.4 (LTJ END STA�597H 86.78 / � � � \\r ��\ ��'�- ? I 47 P � Ls = 220.��' D= 3� �8' S3.2�� / � DB 5 ����� \ . BLGSTAA59R+�47.28S�B / � � � � � p`L \ � \ � � LT = 146.69' L = 350.J�8� ti +8/.08 -YlI-RE 2 � � '�'� DRY DETENTI S N W/3:1 SIDES IZ , , `� BEGIN BRIDGE � � � � oti , � ST = 73.36 T = 175.84 Q � Ex.R/ (RT) \���\�� � �s� TOTAL CAPA ITY EL'� . .0 � �,�' -L- STA.591+87.26 _ �� � � '�, ��Pa � / T FRE , OA 1 6 CY R- 1,82����' �' \ � ° ���� � o �\ \ � +56.98 -YlI-�E�� , �1`'' � / _ -4- �^-� SPEC LAT V DIT �'� �� ' O� � � �T\ \� Ex.R/ 2T) �SgKD SE _ .OS � Q� ' � -Yll REV 2 POT 32 �3/.�i"A s�?,\ O� 8 + 00 -Yl l-REV2 T � � � , �' o� � � \ � �S'� �' / _ �+ `� SEE DETAIL # � O �� � \ � %�-�,� �� � � � 3 Q � coNc -Yl4RPC- -Yl3 POT 25 +9/e28 `� � o e�, ti o,��� �\ � \� P / `��,� �', ;� � � � � END BRIDGE M 0 = 90° l5' S6.6" �`�� �' � i � ' � ° '��A �� �' � �`'�� `� J Pls Sto 2�66.69 Pl Sto 3+6/.59 + ' , � �` �' ��'� � � � `�,� 8s = 3° 27' 46.6" 0 = l° 2/' 33.9° �RT l ch \ L STA 597+45.59 / \ � � � � N � " � -`- � J-� � � � \ � �� o�' � � � ` �� �� � � �l � Ls = 220.00' D = 3° 08' S3.2,� -YlIA- -Y13- � � � � � � \ �,6--5 � LT = 146.69' L = 43.18' ;o \ \ :o '� END BRIDGE � +16.88 -YlI-R c� � O`� � � �\ � �2 ' ' M � � � � -L- STA 597+12.20 - - � - - P� Sf0 38+50.38 Pl Sto 16�08.67 � � �o.00' IRTI � S � � �� \ � ST = 73.36 T _ 2/.59 � p = 36° l4' 03.9" (LT ) 0 = 32° 46' 0/.2" (RT ) -°�- P � o`� � � � � ��' O � R - 1,820.00 -Y14RPC- o � u ° � u � � (Q \ � � � C O D= ll 30 00.0 D= 3 00 00.0 �� � �y ��. o �$_ 3 3 8, W\�; �� SE _.08 BEGIN BRIDGE �� L= 3/5.�8� �. _�,092.2.3� -i- 9 \ �2' p� -L- STA. 592 + 51.28 T = 163.0/' T = 56/.50' \ ����ti� � � c � ���� , �\�� -Yl4RPC - BEGIN APPROACH SLAB = , _ . � � \+ �' \ � _ T 212 , ��/ ` -L- STA. 592 + 21.50 R 498.22 R 1,909.86 -Yll -REV 2 T S 36 +16e88 / P� �, P� Pls Sto 4+56.54 BEGIN APPROACH SLAB END APPROACH SLAB � "`�' �+ _ �\ ' � ' � � � es = 3° 27' 46.6" -YII-REV2 STA 31 +47.79 p -YII-REV2 STA 33+18.87 -Y�I -REVZ � f66.88 Yl -REV2 � �, � � , ' � ' �'� � �� �o Q� Ls = 220.00' NELLIE M. SKIPPER 70.00' 1 BEGIN BRIDGE `�� � END APPROACH SLAB Pls Sto 26f00.62 P�S Sf0 37+16.89 P� Sf0 4�f�2.'Jr3 DB 130 PG 242 \� G S�' � � � �0 LT = 146.69� -YII-REV2 STA 31 + 71.96 Q`' -L- STA 597 + 39.35 eS = l° 45� �9.4�� eS = 2� 4J�� �6.6�� �_�7� ��� 47.2�� (LT ) � DB 15L PG 732 � � � \ ST = 73..36� ry o� L s = 1 2 5. 0 0; L s = 1 5 0. 0 0, D= 3° 4 0' 2 2. 1° ', �, � �° , , 2125 � �/ �° ^� LT = 83.34 LT = 100.0/ L= 467e76 �� � �� y'' ST = 4/.67' ST = 50.0/' T= 235.65' �-Y��-REV2 SC 37+66.88 ,� , � Q��V FOR =L- PROFILE SEE SHEET 53 END BRIDGE �F� FOR Y14RPB PROFILE SEE SHEET 72 -Yl l-REV2 STA 32 + 94.71 R=�,560e��� � � � N� Q� O � ,' �\ �o ,�o� � FOR -Y14RPC- PROFILE SEE SHEET 73 SKETCH SHOWING BRIDGES RELATIVE TO SE _.06 �Qy M�� ,,� ,� i � FOR -YII-REV2 PROFILE SEE SHEET 66 PROPOSED PAVEMENT � RiW �AR. R/W 4.0' � 24.G' . � VAR. 24.0' 20' � � PS FOPS �'' � Hann ano�o ��, " -Y14- POT 32+94.33 = O L,. � v ��� " I_� --- f'��NE ST ` i-�..,r, /TC q -Y15- POT 27+64.7/ 79 � I�I DONQLD R.BRIDGES ` 68 3 Sz E " 2 LAT BASE ITC � � � �� � - �- � �� �ET � DB 1189 PG 87 S3 � 3 ���� R SEE ETAIL #9 � z � y � �� i�/ � SH 52 ,.p^� E�l 0 3VL YE TE%T�E xW i ���_ � _,ti, `�'w3�r''� 53ir 3q L � ACC REAL ESTATE STq^ 3T, T � � , � � � � '�-�., S2EC � z r�eu� , _ rr�, r E � � DB t373 PG 250 i � � EST 503 TONS �� � i ��'�` � � - �il . � � � i�o� ' � �z � z +20.00 Y ~ � � � � � I'I �' - \ - � � �� � � � � � � �.,�... "1es '- �- , . � �'�� +l7 55 Yld' � � - - - - x I � _ � ' � � I PR R/ � . - \\ I� I d` � S ,� � i I I tr I �' 'I� 2251 -€x R t�II rF _- � � � arusr, s � �'? ` � � I � i ��� ROGER TESSNEER - - - ;-z P�� -_ - r -- � ---- ; � �_,., _,._.�..�y � ' � ;;/ � \ � Q I � wo Xi� i ! �. D li3 PG 1939 _ LI -� �� - - �-_ _ F -_ � F �..3 �r a�i�Z-a &� - _ _ _ - _ __-_ ,�.- - � � -ALL AT - - � _ _ _ _ _ i. `+ � i � / �` � Nas s� e eMF i�� cMra-� <e e �_ � '! � _ --- � �- ��' �- � _- - '' _ - � - _ - - � � � � t�'1 s soi� zs.ea � Na� _ - t � I� - F_ - jl w � �, � � � � � / �� ; z3r.3� ck .X/4fiePC 33+5/23ei4 aenno2s.00 -n4- �� � � z�.- -� "„v,�- - f 5„ - +78.27-ri4 .; ' ,� �1� �, .W _ �OW , � � r, � ',x� �, � � "�`� r 92.9i rRn j� _ . C�� � ' � � � �' 4', ` _ � Ex R/u �� � = m Z I / `� - _ � ��� � ,_ res s ti°` ��, rr•�,„,� 'f` � �'' ��� � � � � : Yl4 PT 33+7263 �o o� � � �5" ' � � ( , � � � � -•4 '� � _ � - GB '� � � � 69 � � � � �' { ,;o f � } � �. � �.PROP°RN✓�ran � `� 78 - r� �� � _ � �� � � � 72 � � i �;�' :'/� 223 _ +9457 Yl4 �. }-� '� ,.�,_ NC�D�T OF TRANSPORTG710N �r � i � � SPEC IP.T V DITCH / �, i � t: - Ex.R/W (LTI 3' BASE TAIL DITCHi "' � ��, ,_/ � I�;� - F .. JOHN M. GAMBLE & - �. �'/ \ I / STRICKLAND & BLANTONSTA 12�I�50 TO 13�i�50 -Y14RP�LT CL'B' AP ZZZq ��/ I/'I �+j524 -Y14- SEE DETAI� #22 � � DB 1540 PG 822 z, -,,� ` - , -� � � � A NC PARTNERSHIP SEE DETAIL Y.75 .2 TONS / - I�] Y QE@':.RIP�ViR/IETI SLOPE 2%'y ' � � _ �'ILLIAM M. BOwEN -- � HTR Re EST.7 SY GF > �J I i I, EST 2 TONS E-2 � DB 1400 PG 309 F n, a`. ' �. � so,� I �e issi Pc esz , � �f4� �1�15+70.98 � � r" � �� � � � � 224 � „J�� � � � EST 7 SY GEOTE%T -, . �� � _ � � � � _ � - �� � � � F � -yl4RPA- PC /5+08.38 � �� � CitY OF SHELBI' SATEILITE ANNEXATION \' o � /� � 22 � � ; � ..:� _ - � s �� V / `� �� / ,' � � 223 `� + =-Yl4RPA- _ END PAVlN6 Ce i � -YI�PB tCS 5�70.�'8 �j� -Yl4RPB- ST 7+90.58 �� 0` �� s��n is+oi.�9 , I � 8�° r� �;,3 s��� .� � � zzz 49 � � . , - -, { 1 �8 {�;� � M / / ` � �..� "' ' r � � , i/ W/CL 'B' RIP R?fd ' ' I� � 42 .��',%' f�:: 223 � �, r W . � � �, T V' DITCH g, < ��B �� �} I . � ' CL B RIP R�A � � . � � � � _ __ �r� � f � o-^ / / I _ /`� 1 � " �p_ CB E5T 5 TON r ' , >� + � R h�' � o c _ � - � 90.5B Yl4RPB LI P 16' ' � � !._ - - ' � r �� � ;.• � � STA 607+50 L LT T � ��� ; � , 223 t � � � � 14 SY GEOTEXTI � ,� ,; _ �,.; �a.00 an i � �sa�roH�� Y �//'� sz � � � � � CB a � SG4 /4+7ft99�� � ;., � � ,;'�� F �� � ��r ST 3 T�ON$� �� � � � , ' _ END PAVIN � +70.58 Yl4RP@- STA 73+00 RT 2 '� I33.C16 !LT) E TAIL #20 77 , � j EST 860 SY GEOTEMILE � � _� / �` F 0 T -: p CL B RIP RAP /� 7 SPEC L4T V DITGH / � j � � �v �' Y GF � � � �CA _ �i, � CB -� ' Y� - �� � � PB 98CVS PC�� I767,I768 �- 1R,�. 220 W/CL 'B' RIP RAP i I T 4R/�,q.,[` J- / �_ yF, 7 SY GEOTEXTILE / ' � � STA 3 ,# 5 TO 6 �Q 4-�.R�[ I j-- �? � 3 r , r5 \ r�� GRAU 350 TL-,� ' � -YI�K�B- �iDE��C/-#AB v S .- � � ON� � EST 75 5 G �73 _�� ' � % a'J , - � � r i � - s.� A� ��� -r,4x �s �r� ,, ��' `� � - Ic ��\ R , r , _ F ' � ��' C i G`_ �� �� -��` B GIN MSE ET�AINING WA L 5 �-_�4� � /l� ;/ �� �..`' �� � �-' 224 1 ��D' + O - I \ \ _ � _ -7`� � �� r _ z , � . ° � �> � J � L B RIP RAP I IL -, _� � � \��,�.- ' W- I r TOE PROTEC ON �'�� \�` fS � - EST 1 TON -Y - STA 36 ��� 80 �/3 S� � y I /} - ti 1 � - � "�.. - ., - - - �55 ��'Sg E�P � �\ \ C nQ ST,K644+00 TO 607+50 -L LT � EST 6 SY GEOTE%TILE 3� C � �� UQ � - ' � }�� F �,- ` `336� E�P pW I �� F � o I �� SEE DETAIL 4 �' � 2201 - - ' - - =g 2 � _ � F -L- POT 6/l+ 2.0/ _ �� ' � � � � i t / : � - 34+58.19 ' CL'B' RIP e � , _I � I� �F �� l4RPAlN POT 16+5�9$%..= _ � � P � �__ =- -Y�4- P�T f'89,48 �� < � BEGIN MSE RETAINING WA L 6/��RPB ��T �4t� 5J '� ^��' � � \ F � � 1 ��U%. EST 219 TO ......\ 2GI-B .I i 'r..: . _ .. ,.t. ZT 3 I' -Y14- STA 36+67 f-- SPEC LAT V DITCH W/CL'B' RIP RAP SPEC LAT V D � m GUARD -t - 'J ___ Q _ �Q�7, . `: �.rj� � / „ � ' ". �� STA 35+00 TO 35+87.81 -Yl�� STA 616+00 STA 00 L I o S49 ___ r iI 1 50 �T STFy 13+ ��tTO ST. 1*:47 A- LT SEE DETAIL %�91�55 SY 6EOTEXTIL I _ ___ + � � � �6.0/ P ,, . Ir � � � P��' O � � � 0 0 ._..._ , / I � `,v' .v Oi'23^E - ci Q �= ' 495.35 � - _ ( / __ . _ _ _ �_, � . � r � � � � N � �� 4r r ', 96 i`-�"�� m - - -� - X o � 1- � E1P E1P-�- y� � � � � is^ wre�eows -L- TS 6/£S+l1.49 - 4 - � � � � 3 I �. ) � >- e _ a � ' sra eis+�ti r� +oo -�- �T � � , � -__ � p t�� _ < �� SEF. PE7AIL �5 '_ , - -_-_ --_--- _ _ � o � f � � � n n :�J � ... -_ J N v' � I � � � , �£E TYP .; �77 '� �� I �T 76d SV �GEOTE%TILE � � ' \ �� � � } , - / / � � � '�, � � 3 � � �o.oa � , �� � i °�` I �` �' - � -L- SC 6/8+6/.49 � CD e- � \ � � 2241 - GRAU 350 TL 3 � ' r� - / _ O �. l , \ B:ITA�_ GAT 1 . _ G TYPE B-77 . r . _ - .. 8:/iAP_€,Q - - � � � �..� � \ OQ � cn o. � Mi � ;:.: CITY F H� Y \ y �:w�� � 2 J � �. - � Q M `�'= l - O N � �/ }.�? 0 I� -0 , � P � W/FG / __ - - , �� � � BL-137 � s TELLITQa�NE�aT�o � � , � , - �RADING ONLY � �._ _ o � � �, � f� � zioa � S 50° l4' 22.4" E ' � � BL�- < � � �� z��a � � e' � �p� �n �� rvre r,�sso Fs � � � N N Q � � � z�i-e � s l j ° - � SHELBYLBYPASS� 4 � � � _ � � ! _-� . � �-350 i F M T b+17.4 TO ��p��$ Q o _ _ ... / i' q - I�30 -L .��Jo-�`F LL•� 2GI-B 22 2GI-B FS � O � � - .al ; _ I � I P � � TYP6 M � I - r T � 2220 TYP}`B-7 4 �V v� a � ` / � O Q a � a � W � � � � � ;w., z3 , � � � N � � � � �� a _ � zza J� _ . ..- �v, ; ��_ . � � � � GRADING ONLY � z a _ �� � _ �i � w -• � � _ . 2GI-B � � � N � Q BJTAPER � \SPE OF NRB CUT DIT�- _ TYPE �77 � �I � � �77 CAT- 8:1TA FG �T � o Q a� � GRAU 350 TL-3 � SPEC LAT 'V' DITCH �i >"��."r � STA 40+13.84 40+ 9 Y14- T ' �� 224 �� d: Q TOE PROTECyION ... � � 5 � �. � --� ; 8,� , ° SPEC LAT 'V' DITCH STA 619+50 TO 621+50 -L- RT � � STA 604+OQ TO 607+50 -L- L ` �L 'B' RIP RAP 'J� � -Yl4RPC- ST 6+03.18 ` z6 �l STA 9-00 TO 14+00 -Y14RPD- RT F SEE DETAIL #15 Q o � ( n SEE DETAIL M24 ST 2 TONS SHOULDER BERM GUTTER a CL 'B' RIP R,AP � �- �' � �! FROM STA 611+99.3 TO S E E D E T A I L # 1 5 � J � U O � d` � � F�T 7 SY�EOTEXTILE `�. I � F� � � � `�. C� EST 219 TC,DNS } SPEC BACK OF CURB CUT DITCH y,� �' � ,� ' END MSE RE INING ALL�5_i � �,p�a i! 1 ,� , STA 612+30 -L- RT � � C � � w END MSE RETAINING WALL 6 �� ��� a� � _y STA 11+45.09 TO 72+00 -Y14 C- LT , EST 651 SY GEOTEXTILE 4- STA 39- 19 + o SEE DETAIL #27 � � ' 6' M P � � 37.40' (RT� r I / I v14 STA 38+89 +/- ��� � - �� � Q� o - CITY Oi SHELBY SATEILITE ANNEXATION � � J � I� F' '� 37 5d (Ln �� � a � � � � ,/ A / / / n d � � �- 0 � � (� � � - -Yl�l- Pl�`l �}QfQ,3.QQ � �� � y �j � � SPEC 2' LAT BASE DITCH �_6 � � � � o p� / � � F\ CL B RIP RAP STA 14+pU TO 16+90 -Y14RPD- R�� �� -}- `� -Yl,4RPQ� P T 73+17.38 - �/ � � 1� � esr a roHs see oernqi �zs- - � � �''WD�/VG ' �O szo �F _ ��1�� t'9-_ 18�503- � � /�jF � �/� � esr �o sv cF _ _ - - � � <� q, ,�a�N � t�� - �� Y � '-Yl4RPC P +37.�8 c � �� � ��� � l '% � � �,' -Y14- PC 39+89.18 � � � � � � 5i5�a Rt � � �� � o �1, -- _ zci-e c Q- a 2 � Y/qRP -- ,C � r. � R� � :� -Y14- PT 40+13.84 � < � ` 77 �� GAT-1 � � � �v' / _ Yl��� � Pl,�ll+ . � PB 98CV5� P�G�1767.1768 FS S � � � � � _- - _ , � ti � Fa�niN � ` �°� F -Yl9 �PT 17+45.03 s � rl Y - .______. � , ' � - � � ,Qll/i�f4() u.- ___ � ' � _ - � I � I _ r. � � _ ,� , _ S � - � - �- __ �; '_ _ p� - - G �n 80 _ . ,- � s�� � s� �`J` �� c � -. � � � � � � i Yl4RPD i6+ .�T3 GRA� Q ,, 53�° , _ 5 . _ � , ,. - _ � - ' / i i � � u. S � � .....___ _ � h .a�` � U '� . ,�.. �!,, � �, � � � �i �. � �� � _ � /4+7�56 � 224 � � � ING � `� � � C � _ " e �i $PA � TS. LLC a�• _ i i AV NG 'L' 90.00 ... S3 QI, C "_ ��-\s' :i I . P `D RIPQRAP - �-YI __ � � - / R v�! esr s r Ns 4RPD- Pls Sto 617+78.16 Pl Sto 640+73.56 z z�3 zs,s a - _ =� __ __ � Pe zo� PPc ss +0 I Yl4RP 90. E I f' �r "� .. ,... 7��',,Y ,, / CB Z � � �ci�; vw . .�aEarr i i: EST d 3Y GEO7EXTI _ � __ _ � - ;� � ' � id _ _ ...or,.: . �, - 'FQ 803 _",'"�is `J / ,' / � - � , � � � . -- - __�' � �' g/ _ _ 1 � 6s = l°33'45.0" �= 5/°3/ 25.8 (RTl uo.aorRn os Q ✓ '`'a- \ , ''�' szo : zzo g�� ; I, �\ �� li :._�� ' - � - ,�-,�--- =s ="�--'_ _� -1 =- B� �_, ,�� ``� +5o.00-riaRPo- is.soo5�riiaRP ° - _ �. o LS = 250.00' D = l°l5'00.0" ' s9.e��_ �'� � Y� z6 cArt� ' �:r � ' 9 �, cr�n � � � � , . , , - - - n_-�5 � ',Ip Yll � n t: �- E\an -Yl4RP0- ST 7+75.55 LT = 166.67 L = 4.12/.9/ � , :, ;.: ; ; � � +2s.00 �riaRPc �_%" oe �zaz PG IB 74 c� � �,, E ;ti , i , � - ._-'-�= -- -- +asF r���t, r��: 9 - � � - ,_ � � 2' LAT BASE ITCH � \� - - X - _- - _- _ - - - � - � ST = 83.34' T = 2,2/2.07' ,; .-. wici -e P Er„_.: ", - - ; ss.00 r i ',', � * - _ za�s � _ -- ___ _ i _ _- -� - _ - - � _ � O , E ILLIAM PRWTT � � I t ._., r , '_,-�.. IP RkP I � � p i' .' __ _ , _ - - _ . - - . --_ __ - - - --- - � _ � �/ .. , , � I � CB � '. . z R - 4583.66 a !W srn �i+�e ro eos+s -w er � � � _ . � _ � �4 � ---- �: _ l \ .D -- __ - - (1 -- - ' � r�n __ � - -` ` � .. , ,, r _ _ � , _ , , , i / SPEC 2'CUT BASE DITC11 .'C A-Rf _ _ __ _ , , _ a� �bB 1190 PG 1668 , . � t, I � �� � �'_ _� � ._ ... . �. 2214 _---- EX.R - - _ -. ," _� �,� i� _ -- _ ; - �'".a,.�. SE - .05 ��. , ' - - � -- a ; - � _ , � � 605+50 TO 607+50 -L- RT _ ��Y EST TE�� EST 7 5`� EOTEXTILE C �I 85.00 (Rk�.- .. 1 !, -� ,� 4' y,;, `' - 'J - _- - , ' --- ", '- "' = ROBERT DA ID ALO EY ¢ 4 � r- -- S`. -� � , � ' � SEE DETAIL #10 ,ESF-, 5 ,�EO i ,--�-� � � �-� �' � - _ _ -- � P __ _ - � _-- - ;-�� � -- ., ` ; \ _ . ' ��e�� ` '� ' I, � �� ; . _ -_ _ __ SEE D 'fAIL V7 M " _ __ _„ _ 1 � RO 250 DB IOLVPG a�s N _0 3' � }r � -. �: �� t , - �,_ � - �� '� y '- _ - +oo.00 �ria PD -- ``' -� _ , ,I �� ,� ,� ,,, �_,. , � __ , , �� . � ; � .. w Q �.; ;� 3 a `:;.,, +; �'�� t`1 '� , � ., � ; \ � .. -,.� I,r.. .6�' � 2 \� � --- - - - A _ EX.R/W � 4�iv� i{ ` . �68.38 -Y14RPD � -- 'v � �..�.� i . , _ ��� I _ � _-._- ' ` � � i ^ .i om� �;, , � � � � ,> �1- � " , � � t�iR+w�a- ��t r" `, � <; ��x.Rnvan \� � <_ � �,. �,..,., I, e ., ` : - � . ' V SPEC DITC�G ', +3 0 4Yl4RPCr , i ., ; . �`' " . ��� -o R�0 (3 LrAIJS -'" ' - \ . .v: - �,.:�-. i ` Ci `U i M 3°' �$. .. ST 1 � 2.4 TO 11+45.09 -Y74RPC- RT '�PROf7 R/ ( ---' : ��� ��. y �J 'o-,,...(iE . `�'a4 �_.,.`R �'�, U 1 .:.. r _. ___ ,_ FY:__�.,..�_:i 0 -Z4 �� '/;./ . Ke'_ .� EX.R/W (LI�RPD- '.r-.-�i _.n ...,F $PEC LAT'V'DITCH �' .., �� � \ , W GiNALD }� - L¢ -���- _ ��� e r to r F �-r c d� r �-RITA R. SI.iSM ^' w p`J c�1 SEE PROFILf�.� �- 7 -� �� �� ��� - i ' �I ' � " �' ~ I � � `'y `•� �-:•� � \ 4i - �-. �; -' " .,, ��'� �I '� Y _ 14RPD' 1 �� . � - � � STA 9+00 70 14+00 -Y14RPD- LT � ' , , C � \'� -YI4RPA- , �- ' o s s � , � � -- - � � j � e ' . � �- - .. ��. Y - S T ITC��� � SEE DETAIL #15 / `,� �.;i Zm^?' OB1542 PG_ m_i �`� � �� 0PP � 5 -' -- � _ � - 5',C,/ , . CLBRIPRAP� . �.� }�..:� � ./ *o i P �- / _ + - .� - _1;,� - �� _ - '-� (L7��,� � a� -.;�� , ... ; _ - - - h�. i � ._. - .,. :,.�., . � �- _ , �:. , __ -- --' -_ -" : Z Pl Sta 15+40.81 v y i' �sRK i a Nc DEPT oF TRANSPORTATION_Y//A PT 45 -ri4 `` T� -=-� B-�,, � , EX.R%W �� esT a TONs ' �-- �- 3� YlIB PCC 17+3689 � i� i BUS � p= 36' S8� 2�.�� i%�Ti � 7 S � ��� i I� DB 1540 PG 822 . /(LTJ � � / , �' E � E5T 21 SY GEOTEXTILE � + � �� D = 59° 04' 04.1' 4 � � iseKo I i�3�. ;.�N _ �,: �� J � � , __ �� ,-o, H�� _ � I , -� - _ J t�No a�w s000� +i�.z2 -riaRPo- �ij � �,;+ esT ooe nr'"cr .. '"�. �U - ' �-�;?� C`; � `\ �� � _ _ � , �I!__ .�,;� . i �5 s .A� � _ _ _ ,�. l _ -_-- - - F � � �L ,, . ` ; � ,'� . "w ,2709�_ � � .�._ I /-[z�sptcveo�cciaeae� Ex.RiW r�n -YlIB- PC 12+79.62 P�I'^; J,. �-. .� y ;.,�.. �`�y., �U i�h.K �- 62.J�9 �� I-�;.,.li �� .. p� `:°,m�. y,�2 a r.�n,'�� /�`-___- �.pl i }68- .-r�- _ �J ecas� • +35.00-Yl4RPD- �/ � ?._ 4.✓ I: ... � T - .3�.�� � , �� �= �i���,� _� I � i� i r.. �� - - �IN L V�ARREN SCISM � � � � � ' - - -� - � 225 �.: �. �� -� � � / 145.00 (LTI r �� �'� �„- �.,, � `�� ��...�� �ll � ��� i � 106 R 97 ,? � ,� � � YpNA �F ,.:: �7#0 .45' � ;' oe�'� iios Pc zi3s �;��^ � - �a Hsr F � _ �" � � i � _i� � � ' , � �'' '' �= -YlIB- PCC 20+22.83 °�°� z SE _ .02 � ��� '� � � = - _ � �ti' � . Q - �mc ��r r.c � < �_ /:: / �. �',� � � � - � � ' ;,, ��. �� / � , � '� _�, � --_ - - -- =� - y � �, j ,� �,, --, �; 0}. ,f � P .. �REi N - �- -- aq�T� `� � L � ( �._ , ��� ..,.. 8 ���esr s�a�� � ..� �� MARv Rl1TH DEDMON HORD AND J � � � RETAIN , � R I � ___ . 3 � -_ - . � _ / f s" V a ' I ' _ ' ��� - � Ex.R/W lR71 � � `,,, �,NS -YNB- P�l 9+75.57 = �F �, � �' �' � ^'� BETTY SUE DEDMON DOVER, Z - - � rv --- � �i � -Yl4RPB- ��� �� �� �" �EOTExT'�E -Y14- POT 4/+94.18 i ��, � � co-exEcuroRs FOR rHE EsrarE oF U , - µ ,� _ _ � �+ 7 -Y/4- F � �'� � ; / y� � I � LIZZIE K. DEDMON � �� ,.- �I �. Y J� ESiATE RLE 02E PG 325 Q 5 50°45 45.8 E YIIA- S 57_12 �0 _ �Yis-38=� i' � _ _ � s" ,z° Pvc ��,�, � w I�' � -Y14- PC 42+33.73 i �� t�� aEF. oe s-i ac 33z � Pl Sto 3t95.84 Pls Sto 6+43.94 � - � _ _- � '" - � � �� � � - i � � 4- ll° 02' 12.4" ILTJ 6s = 3° 27' 46.6" � `�'��� �i x � ._, � �/ - - y.�,��_- - w - �� � i _ � � ,y " --w�_--� ? D 3' 08' 53.2" Ls = 220.00' S�`� S =- � � `' � � � � II � � � -- - 3 i � �� � `� ` L- 350.58' LT = 146.69' F �' e` YlIA- PC 40+17.01 YlIA- PdT 48+20.98 -,� _y�4_ i „, �� �� � ti � T = 175.84' ST = 7336' `�y� s��x -Y14- POT 42+00.00 PROP R rRn � �� � � � � ��r� i � -Y14- PRC 43+33,�2 � ? i � S � � � SE -1•8�0.00' FT �O� svec z� ur ense oircr+ �I , � � %�� � ; �� I � � � � ,w � �,,� � STA 41+73.8 TO 45+50 -Y14- RT 1� I � � � _ T f-� SEE DETAIL #25 I � I I I I / � � I � � � � � � � � � \ �e \ RO - 220 ��9� 75 +a5.00 -ria- � � � , � � � � � � O Zw-, r ?� � _ ---� � � 5a.00 �Rr� � � � � � I � � ,�- �� � - --w�_ _ �- � � � � � -Yl�{RPD- ANN R. TAYLOR TRUST ����� � I I � � � JF � � � - ,y_ �� � ' V - -YI'IRPC- H,R ROYSTER HEIRS C 4 � I � � I I / � � � � � y. � '�" 'y � � Bs -�t3°27 466" � St3%09 %��'IRTJ p�t13°43805.4"ILTJ 85 �t3'Sl 29.9" ��t19%6�14.5�1LT1 �� /'T � x� 49� esr eor "e �� � i �� �; 1 l� �� �_����`�� �`l � 3g DB 1552 PG 889 %� � ., � �� - _ - � !� � I A � � ..., . �m=� �. �" � 76 rt y � - - _ - �s. 8 ��" �� � �i ,' �� o�E � � � � � � � � � `���-��ti� '"�" : � -- � � E S N E E Ls 220.00' D 59' 0' 04.1" D 3° 5/' 29.9" Ls - 200.00' D 27° 0/ 34.7° S * --- LT 146.69' L- 62.90' L- 355.55' LT - 133.37' L= 7/.30' /� �'J Nc oEPr oF TRANSPORTATION �� � -�L' ��NE S ST = 73.36 T= 32.60' T- 178.63 ST = 6670' T- 35.99 I �� ��; �/\ • �B i33i PG 82i � M AT C H R = 97.00' R = 1.485.00' R = 2/2.00' � 1a� �''� � -- _� _ _ _ =Y_l4- PF- 44+64.8/ ,� , � SE _ .07 SE _ .08 SE _ .02 zz�8 RO = 220 RO = 200 -YlIA- -YlIB- PI Sta 4/+46.01 PI Sta 44+43.85 Pl Sto l5+10.60 Pl Sta /8+80.99 p= 6' 26' 34.8" �LTI p= 3' 25' 03.5" �LTJ p= 20° 00' 00.0" �RTJ p= l% 30' 12.4" (RTl D= 2° 30' 00.0" D= l° 20' 00.0" D= 4° 22' 25.4" D= 6' 07' 16.8" L= 257.72' L= 256.32' L= 457.28' L= 285.94' T= 129.00' T= 128.20' T= 230.99' T= 144.09' R= 2,291.83' R= 4,297.1B' R= l,3/0.00' R= 936.00' -Y/4- Pl Sto 29+70.06 Pl Sta 33+6/.97 Pl Sto 35+50.54 Pl Sto 40+0/.57 Pl Sta 42+83.72 Pl Sto 43+99.16 Pl Sta 45+/5.29 �= 5° 00' 00.0" (LT J p= l2° l5' 39.5" (RTI p=/3° 46' 54.8" �LTI p=/3' 46' 55.1" �RTI p=/2' /6' 39.1" �LTJ p=%/6' 39.1" �RTI p= l0' 43' 46.7" �RT I D= l° 53' 3/.9" D= 5i l7' 44.8" D= 55° 53' 54.0" D= 55° 53' 54.0" D= l2° l9' 37.8" D= 5° 32' 05.0" D= 5/° 59' 2/.4" L= 264.24' L= 2/.40' L= 24.66' L= 24.66' L= 99.60' L= l3/.49' L= 20.64' T= 132.2/' T= 10.74' T= 12.39' T= 12.39' T= 49.99' T= 65.83' T= 10.35' R= 3.028.00' R= 100.00' R= 102.50' R= 102.50' R= 464.79' R= 1,035.2/' R= 110.21' SE _ .02 SE _ .02 SE _ .02 SE _ .02 SE _ .02 SE _ .02 SE _ .02 \ DOCUMENT NOT CONSIDEF UNLESS ALL SIGNATURES C TRAFFIC DIAGRAM 20/7 AD7 /2560 f 2037 /4/60 + 5790 /740 8690 2/40 2/0/0 � � I4360 35/l0 � � 24960 -L- (US 74) 4/40 /540 5540 /940 /07/0 ioeio -Yll- (NC 150) � SKETCH SHOWING BRIDGES RELATIVE TO PROPOSED PAVEMENT FOR ROUNDABOUT DETAILS SEE SHEETS 2B-5 & 2B-6 FOR -L- PROFILE SEE SHEET 54 FOR -Y14- PROFILE SEE SHEET 69 FOR -Y14RPA- PROFILE SEE SHEET 71 LOCAT1ON INTE FOR -Y14RPB- PROFILE SEE SHEET 72 _L- I FOR -Y14RPC- PROFILE SEE SHEET 73 AND FOR -Y14RPD- PROFILE SEE SHEETS 73 & 74 � \ GARY ALSOBROOK DB 1151 PG 2051 tXISTIN� R/w- GARY ALSOBROOK DB 1163 PG 721 � Pls Sto 20 +14.67 es = 4° 30' 00.0" Ls = 150.00' LT = 100.03' ST = 50.03' -Y2 - Pl Sto 3/ +27.15 0= 96° 06' 18.7" �LT J D = 6° 00' 00.0" L = 1,60/.75 T = 1,062.52' R = 954.93' SE _ .06 RO = l50' �-, Pl Sto l0 +30.96 Pl Sta l2 +14.82 0= 67° 07' 46.8" (LT � �= 20° 20' 22.3" �LT 1 D= l90` 59' 09.4" D= 6° 05' 43e1" L = 35.15' L = 333.69' T = 19e9/' T = 168.62' R = 30.00' R = 940.00' FOR -Y2- PROFILE SEE SHEET 56 � , �� O � � � ` �i � �� -Y4 -REV T S 28 +35.99 �� �� � �� � , -Yl8 - POT l6 +70 � � �� -Y4 -REV POS 29 p. , ��-� +90.00 � , 95.00 fLTI � � ` � � S� +85.00 � , � � 8/.90 (LT l � 1 � . ` . �� . � .� . � � � � ,. . . / � �```````` w . � _-���"��� � � � � .�.. �.-;a' 6 . . .��.c;,�.'_i_�-,._, ._ �- - � 18 CHESTER PEELER DB 1602 PG 931 V SC 29+55.99 CL 'B' RIP RAP — EST 2 TONS EST 7 SY GEOTEXTILE +25.00 95.00 �LT J +30_00 /`Y � � � � / � ,' � sso r�_3 ��' �' , ��' �� � �E , , � '' �, , ,. � / ---� --- ��__ -Y4 - J � �°`� C — P� � � 30'RO �, �.' Nc R� � o — � REMOVE M �sws � � c � �- �< �i-� � � � _ � � _ _ — � C — — _ < �—�" � SPRINGS RD 19� � — � McBRAYER� � —Tc = � � � 1827 = = — — MM M _T - - - --= p EXISTING R� �� ?=`�j•� Z•� Q� W `tJ' `tY `u - � ,� __ ___ -_,—,_- E � W � _ � � � � , � � ` � ' +5 . 0 -Y4-RE �5�� � � Ex. / l 1 � �� 65.00 fRTI +yy.24 -Y18- REMOVE EX. Ri (RT) SPEC LAT V-DITCH �� STA 29+30 TO 30+50 -Y -R�V R� � SEE DETAIL #15 N 49° 08' 26.1" E � -Yl8 �PT l6 +49.88 � S � 17 � TIE CUT DITCHES ON -Y18- �� ��S CITY OF SHELBY TO LAT DITCHES ON - 4 REV- ���`� PB 32 PG 34 LAT V-DITCH � �� � � � STA 25 + 50 TO 28 + 50 -Y4-REV RT � SEE DETAIL #11 S EST 387 CY DDE .�'� � � �� sy � �F � �� � + 1 20 ► LOU DEAN D. HAMRICK DN 1265 PG 2241 �92 �s � � W/NS �p +76.3/ -Y4 Ex. R/ lL 50.00 (LT ) _�,�_o��. + I _� a o _ _ _ � b _1c— _ — � — � ^ � M � � Q�,��. � � � �� i 2�f0 � + _—�� � t.5F3/ -Y4-RFV CL 'B' RIP RAP EST 2 TONS EST 7 SY GEOTEXTILE � � � �X���� __— — �� —� , _ _ _ — __— ti o � •u- -� � T—W—=— � , — �� � ��' � � �� � i� ii � I /\ � I l� +76.31 -Y4-R � ' Ex.R/ (RTJ �i �I � �45.00 (RT J � i �, ii -Y4-R END C ST 34+76.3/ ST RUCT lON Pls Sta 29+15.99 es = l° 48' 00.0" Ls = 120.00' LT = 80.00' ST = 40.00' 2� LOU DEAN D. HAMRICK DB 1265 PG 2241 \ -Y4-REV Pl Sto 3/ +56.89 � _ l2° 00' 34.7" (LT ) D = 3° 00' 00.0" L = 400.32 T = 200.90' R = 1,909.86' SE _ .05 RO = l20' Pls Sta 33+96.3/ es = l° 48' 00.0" Ls = 120.00' LT = 80.00' ST = 40.00' -Yl8 - Pl Sta l5 �25.20 �= 65` l5' 10.8" �LT l D = 22° 55' 05.9" L = 284.72' T = 160.04' R = 250.00' FOR DITCH DETAILS SEE SHEET 2D-1 FOR —Y4—REV PROFILE SEE SHEET 57 FOR —Y18— PROFILE SEE SHEET 76 � \ � . � � \ \ -Y6A - POT 20 +70.00 � i� Q z -Y6A- Pl Sta 20f8/.72 �_ l34° 26' 02.0" (LT 1 D = l3° 48' 22.4" L = 973.72' T = 988.06' R = 4/5.00' SE _ .06 RO = l00' Pls Sto ll +72.78 6s = 2/° 30' 00.0" Ls = 200.00' LT = 134.33' ST = 67.57' Pl Sto 20 +96.47 0= 3° 00' 07.2" (LT 1 D = 5° 09' 42.4" L = 58.16' T = 29.09' R = ll10.00' SE _ .05 RO = EXIST. -Y5 - Pl Sta 12+84.24 �_ l9° 29' S9.5" �RT l D = 2/° 30' 00.0" L = 90.70' T = 45.79' R = 266.49 Pls Sta 13�96.72 6s = 2/° 30' 00.0" Ls = 200.00' LT = 134.33' ST = 67.57' FOR -Y6A- PROFILE SEE SHEET 58 FOR -DR3- PROFILE SEE SHEET 58 N � N � W � v� z 0 � i. � � � Z � W� � Wo �� Q w� , W � ti � Q O� W� � � W� � � OQ Q� �Q + W � � Q Q � � � W � � O � N � � � � O W � v OO �v QQ � �o z� W a� Q � �v W� � �� av �� W a� � oQ az Q lv I � � Cl' � J uv C� � � Q � � I I � �� � I I � N N � i rn� zz 00 �� �� WW �� �� �� MATCHLINE i �, � .,r-.,,,�.,�� �r-.,� i i DB 993 PG 481 � � � GARY PROCTOR DB 18L PG 179 2 �, 2400' 2,0' FDPS FDPS -Yg -REV S -Y9 - POC 32 +2/.77 -Y9DET - POC 25 +5/.3/ CL 'B' RIP RAP EST 3 TONS EST 11 SY GEOTEXTILE FRED FALLS HARRILL DB 1202 PG 2467 —n x x X I x x X x--1—x— � o � � m I oIM �� z -Y9 - POC 36 +00.00 END CONST RUCT lON Pls Sta 3/ +l1.2/ 6s = l° 48' 00.0" Ls = 180.00' LT = 120.0/' ST = 60.0/' PROJECT REFERENCE NO. R -2707C RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 32 HYDRAULICS ENGINEER 1/11 moffatt & nichol Sungate Design Group.P.A. 4�00 FAI.I.S OF NEUSE ROA�.SUITE 300 SDG�F���-�a�aecaoe�.wrenve�¢�vrve�w,,.0 915-A Jo�es Franklin Ra. RALEIGH,NORTH CAROLINA 21609 Ralelqh,ly.C.27606 (91917BI-4626 VOtCE (919)781-4869 FAx PE (F-01051 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -Y9- DETOUR Pl Sta 23+74.52 �= 25° 07' 00.2" (RT 1 D = 6° 59' 14.2" L = 359.46' T = 182.67' R = 820.00' -Y9- Pl Sta 34+23.50 Pls Sta 37+34.50 p= l0° 03' S6.4" l RT 1 6s = l° 48' 00.0" D= 2° 00' 00.0" Ls = 180.00' L = 503.28 LT = 120.0/' T = 252.29' ST = 60.0/' R = 2,864.79' SE = 04 RO = l80' FOR -Y9- DETOUR DETAILS SEE SHEET 2B-2 FOR -Y8-REV PROFILE SEE SHEET 59 FOR -Y9- PROFILE SEE SHEET 60 PROJECT REFERENCE NO. SHEET NO. � � � � , \ �\ `\ A� / � �` � �� / R -2707C 34 \�� � \\\ �w� �� 21'�' �oo� RrW SHEET NO. � �� � � � \ � S�$�A ��e'�' / ROADWAY DESIGN HYDRAULICS � \ �� � ao a� ENGINEER ENGINEER � \ \ \ � \ � A�� O � � "�Q > � T �� \ \ \ � Y H +oo.00 -raa - �' BEGIN CONST RUCT l0 �- � ���� �� \ � \ BOBB ULL Ex.R/ fLT ' �- -{- � `�,`,� � � \� \ DB I166 PG 2049 � / � ��-yBA- POT 33+00.�0 h �- � � � � � � , � + O ,,�� � �, ,; s �� ,� \ � ,�, � \ �v � s � ,� � � �, �a�� O + ��� � ��'' � �� � \ ' � � �e � ew �X'� , � � �`�,� � � �� �°� �' � �. � �'' , + - � �� ��X �� � xW `�� � 00.00 YSA -� 8„ � � � � `L^� �� r�\9�� � � � �, S � , � � 60.00 (LT 1 x_ _ �X `� ��\ /� -{ - �, X \ �' � � �S„ � � �� \'9�' ,C� � ' G � X- s� _I- � �/) � 1/11 � �� T � � c� ------- ----- � � � � � ^�,J � moffatt & nichol SDG�`�ow.-9aote��.s4wn.<�:°Ep.P.a. \ \\� r 4 � ` . �J ''- 4�00 FA��S OF NEUSE ROA�. SUITE 300 915-A Jo�es Franklin Ra. \��l �O � \ / /� � GR � _v _`� RALEIGH, NORTH CAROLINA 21609 \\ /� \ \� _ � . �r.\/ � � t9 i9l 7B i-4626 VOtCE t9 i9� 78 �-4869 FAx Roieiqn, N.C. 27606 � \ � \��-- - -- __ � y . PE (F-01051 �`S%- / � � � �'`�\ � �{ \\ �� ��- � � � � � � REMOVE � �, � � � �,'�,� ' DOCUMENT NOT CONSIDERED FINAL �'�, � �" ( �� o � � ,�'� �'� � UNLESS ALL SIGNATURES COMPLETED � � � ��� \ \ � � �� � � � ���� � h� � P��� � � � �� � � `� � �' � . �� �� �o `��� f10.00 -YBA- O� � 8.C� �- �-' � �' /' � � � ,y�C�/ S �, � `�-�,� ✓ Q 68.00 (LT J 95�-3 `�,,� 9se� % � �„ �l� � � � ��� � �� +50.00 -YBA- BOBBY J. HULL -{- X �j. ' �\x� � � � \ ��5� � T � Ex. R/ (LTI QG X � DB 1402 PG 1754 �j� � �� �1.� � � I ) 00.00 -Y - \\ tic��� � p �� � SPEC LAT V DITCH � � 6� � + � � �� � .R/ (RTI � �� \�� C/F �� � W/CL B RIP RAP n o s� s -� / � \ ` \ \\ � \� � X SPEC LAT V DITCH - - STA 33 + 00 TO 35 + 80 -Y8-REV'� T '� � � � 9 B�y � � � � STA 32+00 TO 33+00 Y8 REV LT SEE DETAIL #20 / � �� � �� �\� � i SEE DETAIL #15 EST 137 TONS � MARV�N GLENN QUEEN \��� / ��� ��\ \ �� ��i� � EST 506 SY GEOTEXTILE ,` DB 992 PG 289 � � - 8A C 33+30.33= � � + d, � \� ` � � DB ��s Pc ��9 �-� $ -Y8 - OT 33 �30.33 � � '��\ '��� X � � ; � � �� 9 � � �� � � � X P�+- h BOBBY J. HULL \ ��\ \ �\ +83.00 -YS-REV � � `� � � � � ^`�� �� v� O � DB 1402 PG 1754 � � p2 \ � � � � � 103.00 (LT) _ � 9Sew k\ � -. X 4' BASE CHANNEL � � W/CL 'II' RIP RAP � pl �� 98„ \ � 8 �'Gy A +50.00 -YB-RE ,' �� �� k � SEE DETAIL #34 � \ o� -I- ��y� �� P Ex.R/ �LTJ +60.00 -YB-REV �� �°,' ��� V s90 ��"�, TO N � � o o 'se�y � � �'� UF 65.00 LT ) � ,' � �o � � � �3S `�i9„ ���� � ST 93 SY GEOT E � 1 F 0 � I � �\v� +97.55 -YS- EV i �� � o"��� � �-"� �is F �S �-r''��� EST 15 CY DDE a 15 � � P i 2`O �F � _ � ��,���,-�, � � �� � ��r,-z VE 65.00 �LTI l � -�� �� � �.IS '�� -i'8/�- P� .3J� fJ�8.�7 o ei �� � � e � �� � � k � 50.00 fLTI +84.00 '-YB-RE � S Z�A� i� � o ��� � S� � +60.00 -Y8 -REV � 35 $,3 56.0 f T J � c, l � � 100.00 f LT l `'�� � \ � � � PV E `� +84.00 -Y8 - . � � /i �,� � - �- �s � -Y8 -REV PC +07.23 oz o2 F � �� ; � � - � - - - � R � Q � , E� R/ r � ' � <`'� i` � HW � \ � Q- � � ����,. � � � � � �� � � � �� � � � c�, � Sf 3401- � _ � � 35'R p3 03 35�,q � D� � � �`? P� c, � K' � `� � PQ, \���`' �' k� �� , `� / ~ � � , � � o � �2 oip 25.�� -c� '� 0 5' a� � � �,e� oo �a ' � � +00.00 -YB-REV R - -'� � �� � o , � �e� o� . DAVID GLENN QUEEN � , W � �'"��'�� 60.00 fLTI ,3 � � SAMUEL LAIL � T� w \ � � � � 6 � 35� 04 i3EV � o � �` �z� � � ' 6 A.2g; ` � �' ` � � DB 1219 PG 684 � i � = DB 993 PG 481 �� 6�� R GRP -Y8 �\ X'�` 2� �,��,. � \ �P /, � �� � � i PROP, //� � o' � 2 �j S � Cp ti o 3403 2 I-B o � o � �\ S N`O� S��O' N 6�0� o �� i9 �� i� � 5� � � `-�; � GUARDRAIL � o � SFG � O � 36�38-3 6�`e i � � i 3� 2 W � `f' � �- o T�1P � EXisT � o � �3,g2. 6° by �' � i � �,S S'�o � i � �-��O p�^Z � � , o � � l �EgR�S Pi�E � � �� $ G U 350 TL-3 -- � 2 � � �Nc h a� � �� o , � � � D ,r� ,.�, �n S� 0 15" W/E�OWS �� �'��W \ _ - � x � RETAIN� •i6 �F�� ��e i o �� / ��g3,4� _ o � � � 6„ 340 I � � / � � � o � \ � � � � �P�C.�q,p�� � � i 0 o R � i' 3404 F \\�� � � � � - i� � 'A, S,o� F, � i �� � � Q -� _ o s�1�'°� / O R � � � w � �\ ,8„ �oN �'�y �rF �Q�'� ; , . �j �� �C�' �Q. N � � � �- - CL 'B' RIP RAP �O � �� � O " \ � �' �Q� IyIAR�/IN GLENN QUEEN �l � � � Q � 25,�0 � � S� -�� � E T TON f50.00 -YB-REV • ��`'��� � � � , ' � DB 992 PG 289 (� F � �"�r�^� ,�' � � EST TEXTI�.00 (RT) �X , F��'� � .� � � \ � � � � _ _ � �EGIN � � , _ m - - e � \ � � L \ , ���� `- � �J �� � � � Sf BERM GUTTER � -�,�.,T F - � ���\� � \ ? oiP � `�r''�, o � `o o ?- , 5�, 38 O `i�,�� _ _ � � E +00 RT ���' Fi F � �� �� \ p� \��� I�8 �oNc� � � N 58 8 ��,� - � � � � ,, , � � ` � � S 1� 3 � � � .iq _�� O�YB-RE _ d � � ' �� Q � � � �Q n-�, � �� � � � v 35� BOBB J. HULL `t'�'� 38.16 (RT) i a �� 'i i � = o � � ��' � � � � \ � O %► � gol T APE RP �' � '0 6, a ��� / / c 'o, / � t� R i � a � � R ,� , � C' � DB 140 �G 1754 +30.00 -YB-REV � q� �� i i � o�`S' 6' 3$I �� �� \� N -�- PROP. �' + ,$°E 60.00 (RT ) RET�CI N � � i N � OT 3 -Y8 -REV � �' � O m � � � \ �TE � � � GUARDRAIL W ���- 83. (RT) S6�``'o A� � �,� Q e ��+60.Q0 i-YB-REV � `' � \�'Z� � \R\9,e �/ is� ♦ o � N � � �;s�`� BEGIN SHOULDER `�-'� 2� �;' pQ,�'�� Q�' 60.00 (�TJ �� � - 8-REV POT 36+OOa�� �96 \ � � � � � � o ; BERM GUTTER �,� �` Q` 1 + 400 -YB-REV `�s 6s s,o \ \ \ \ � � N ,� Q �"' `�'� � �, p���"�''`° ,= � E8. Ri rRr� END CONST RUCT lON ,� � , � � �-- - 2' LAT BASE DITCH �50 RT � �EgRis Pi�E _ � �p •o o, � � Ul � � W/CL 'B' RIP RAP � � � � � G �� ,' ,� � s'°i'�'�y `���C, ��' \T� � � �".'� � STA 28 + 00 TO 31 + 75 -Y8-REV RT � � � F �'F'� + � � W �rrc�,, �� ��� SEE DETAIL #7 � �/ ,� ,' � �F6,q 9 A�,Z2o z `� ^-���^ � EST 210 TO � , � �;' �c�0 � � �11��' � �� °�, EST 279 SY�O�TILE � , � p�0c,�� � ���P � z � � � � �' -' -' �,� Q Qs� \ `�� � SPEC 2" LAT BASE DITCH � � � � , �' , ,' � � � � �Q,Q`��D.�O� Q W/CL B RIP RAP � � CL II RIP RAP BANK STABILIZATION , � � L �� � SEE D TA5�O,�TO 28+00 -Y8-REV RT � ' ET 5�OTTONS35 � ' � � Q �" � ' � � C�, � � � EST 93 SY GEOTEXTILE �io � � 8 V 4T _�ac' A� �� �� -Y8A - POT 36 +08.7/ _ � s �� � ���� ELEA�AORE A.'MORGAN �, -YB-REV POC 3/+50.00 � � TATE FILE 04E PG 62j � � + / J '` 'r �� /�;' � N m -i- � PILE � 90 � m,�� `� � DEgRIS m � +� � � � � CHAR ES R. & �°�,� � / CATHERI�E P. PRICE DB 1367 PG 1310 � �� A�� u� S �O, s � o m o � OZ � � i9 3 2 0 � Z �1 \�2 5 -Y8 - -Y8 - -Y8 - -Y8A - -Y8 -REV Pls Sto 28 +98.45 Pl Sto 30 +32.20 Pls Sto 3/ +65.43 Pl Sto 36 +7/e6/ Pl Sto 43+89.2/ Pl Sto 34+50.00 Pl Sto 33+06.92 e s= 2° 34' 0/.3" Q= l0° l7' 03.1" l RT I e s= 2` 34' 0/.3" Q= l8° 55' 19.2" lLT l p= 23° l7' 46.6" �RT J 0= 43° 29' 40.5" (RT 1 �= 29° 49' 05.8" �RT l Ls = 100.00' D= 5° 08' 02.5" Ls = 100.00' D= 5° 20' 00.0" D= 6° 30' 00.0" D= l9° 05' 54.9" D= 7° 38' 22.0" LT = 66.67' L= 200.3/' LT = 66.67' L= 354.79' L= 358.40' L= 227.74' L= 390.32' ST = 33.34' T= 100.43' ST = 33.34' T= 179.02' T= l8/.7/' T= 119.67' T= 199.69' R= l,l16.00' R= 1,074.30' R= 88/.47' R= 300.00' R= 750.00' SE _ .08 RO = 200' FOR DICTH DETAILS SEE SHEET 2D-1 FOR PFSH DETAILS SEE SHEET 2D-2 FOR -Y8A- PROFILE SEE SHEET 58 FOR -Y8-REV PROFILE SEE SHEET 59 PROJECT REFERENi � 7�� �' �S 2 7.6 R-2707C � RCP �o� ww sf VAR, R/w 2 � � � ROBERT DA�ID MQLONEY F�� ROADWAY DESIGN � -YIIA � DB IOL PG 473 O,oS, MORGAN & CO..INC. ENGINEER �� / ��A+Pd �� H.R. ROYSTER, HEIRS DB 7B PG 609 � � - .25 -Yll -R +00.00 -Yll -RE 2 CON � ISLAND � 6 �� � � � _ - �-� , � DB 1083 PG 1899 � 75.00 (LT I � �_� - �� Exi� S fLTJ END C/A & FE CE +84.64 -YlI-RE 2 2,5' 2�5' c� � C� / 15" RCP-III � o +34.64 -YlI-REV2 70.00 �LTJ ti1ATC,y��NE F �PS C&� N ��% �0.00 (LT) ST,q 45 f5 , � . `` o � -'' ' - �-�' R , , - � -Y�4 SEE SH W � r �� Q� o; � C` R T V DITCH / o � E E T � � �' ��- � _ � ",' � �/�/ + 00 TO 47 + -Yl l-REV2 LT � � 22 � � � /1� � �� � �i9 °%°� � SEE DETAIL #15 � N I I � F � N � � � `� � � �� � I 3701 C � CL B RI RAP � o (�� � � � - � I � � i I EST 1 TON �.. � ,, � , �, � -.� - --- --- � - ----- --- ---�Y�I-REV2 P 7+33 / � �� 1 � � � ��� � � " ) � I � � � i9 � � PROP EST 5 S��O\EXTILE F � F � �O O� � 1► i i 1 � �/' ��' -' " C&G / , � ' PROP � ,�� � � � `�/ � g� I 25.00' s42°ia'32"E � � � � 1 2,_6„ C&G '` �o O �/ � � � -a � , `� 1I11 moffatt & ni v / 399•43 � � 4�00 FAI.LS OF NEUSE ROA�.SUITE /, , r^ S � � _ _ � = --- 3706 �g 0 � � � ) � � � �" V � � � � PROP 5° .0 Q � PE �F-a �a5� � / � P / � O � O ?� -Yll -RE 2 � � I Ir 1 , ' RALEIGH, NORTH CAROLINA 2]605 \ � � � „ W (919)7BI-4626 VOtCE (919)781-486 �� S 1/�' I � � � DOCUMENT N � \����� ' S S Q 6� � o S o 0 0 � HTR S.37� �3� �2..3�� • � E S 2 i o• o � N UNLESS ALL SI � � ��_ y � � �'� � ,, � � � /. E, -YlI-REV2 �\ � ` � � \ S I O � � ��,\ I � � � � �_i � - � _ -� � � I� I � PROP 2, _6„ C&G _ � \ � ,' - � � � � � � � � - � - - L � � , , PROP 5" � � S a , � � � � -- � �--- - -- � �� -�-- � � � � ,� i � 225,99' � �� � R �y � _ _ � � `��' SPEC LAT ' ° (�- �� �,°' I ��CB � �c., � /��o STA �t +00 O 47 �I,� ,0� -Yll- �T � � \ \ P�� ��03 � I �� � � \ �/�,q�� _ _ i � � � � z \ � v � R '\`�EE DET I�5 � „ 36' 2'-6" C& i = o � � �~' �I � � "' o 68 �° 1 �\ f00.00 -YiI-REV2 � 3 0 � U �r � �, -' w � � � W Pu E 80.0o rRn 1� � � � - � _ �- - - I- C/A & FE CE � +g4.6�' �ll-R 2- � - NELLIE M. SKIPPER � -� . - l-REV2� 1 � 70.00 (R ) e � � PUE I 3705 � - DB 130 PG 242 0.00 J \ J �_ � o II II � f 370 \ I,� � � I ��G � �' , f00.00 Yll-REV2 DB 15L PG 732 . � o N 62.00 -YlI-REV2 I`' � � -YlI-REV2 S �84.64 HTR � 95.00 fRTJ \ �� �� �- C ----- � � 103.92 fRT1 b� ���� �� -Y14- PINC 46+43.10 = F� � I i � �� A o ti \ > +97.28 -YlI-REV � I'\� ti � � � � �� -Yll -REV � G-48+13. j I � I J � J `� ° � ��' � � 85.00 fRTJ 97 . S s �� � AR�O�-' � � � I � � �, �Q mm p E� -YlI-REV2 TS 48+93.94 �, �o �� � Yll-REV2 CS 42+ 4.6 ° w HTR °- I �' '� BY2 398 , ' _ _ + , o.°�'e,°' � �� / � DAVID ��V E EN � � � � I � �-- - T 9+4 1' Yll REV2 PINC 48 93.3/ X^�°' ��� b v � 0 � DB 112�8' PG� �' �' �'� � � I I �: Cl CANOPY 124.00 (RT) REV2 �ti \ \ PB 5 PG 16 N38°57'20"W 418.58' +98.25 I W i � � / 8 RCP X 31.54' , � � � �,o �� \ �, _ = 6 0 ° c H � � � � � � � �, � � +75.00 -Yll -RE 2 � �� - � � N � � m z + , 105.00 �RTI �O � ��� / � W 2"PVC (DATUR) W 2"PVC (DATUR) W � I I Q � � i +75.00 -Y14- 9�9 � � 0� �' �1' � o� �� � 0� �� / 1 � � 80.00 fLT) a�a \� �' ��� �� o P��P/ /, � C � I �N i �� x 124.00 fLTI �qRL CLAY SLOAN. SR. �� �� �� I +35.00 -Y14- REMOVE I � I �� ill I o�,� o I � +37.00 -Y14- DB 1081 PG 14 74 � � o � _ / � � � � / � 63.00 (RT) I � N � � � � ��12� , - � � 120.00 (�LTI �\� ���`\-/ � . 0 � � � 3q. � , - � ' � PINC Sto. 48+89.23 1 � ° �.�� � � � � \ � ,_ ,- ,--�, \ / I I �' N 38° �'28" W �' � ��i SPEC 3' LAT BASE DITCH W/CL 'I' RIP / / \ / SPEC 2' LAT BASE DITCH � � + + 0 -YII-REV2 R' STA 47+15 TO 50+00 -Y74- RT � I I I X SEE DETAIL #19 / ��� / SEE DETAIL #25 I I I I , OO �-� I J�,� � EST 327 TONS / / I � � � � I EST 574 SY GEOTEXTI E � / �� M � � I �� � � � � W � � ,� �, �� �� � / � � � � � SPEC CUT 'V' DITCH �� a. I I W � STA 48 + 00 TO 51 + 00 -Y14- LT � � ,� � I I Q � SEE DETAIL #28 h i� / +oo.00 -r�4- V Z _ � / 6/.l7 (RT ) � I `b � � O O 125.00 (RTl PUE I A w� I" �� w I � I � �� _ _ _ _ PROP �5" _ _ � �i J. MORGAN COMPANY (�.6 SPEC CUT 'V' DITCH H� � CONC ISLAND, � oi DB 1446 PG 736 S T A 5 0 + 0 0 T O 5 5 + 0 0 - Y 1 4- R T � I � � i SEE DETAIL #28 I I II 6•R � i � B. DALTON LIMITED PARTNERSHIP END C/A & WW FENCE I I II I� REMOVE BEGI C/A & FE CE DB 1263 PG 1140 +90.00 -Yl - � f 90.00 -Y14- PB 5 PG 16 60.00 (RT) j �I = I ,� __--� 60.19 (LT) � � 11- �-- ,-- �� � T RA F F I C D I AG RAM � REMOVE � � +---- � � 9.2 . �' i------------- N 37°05'32" W � i -Yll -REV 2 Pl Sta 40 +02.53 Pls Sto 42 +84.65 Pls Sta 50 +27.39 0= l7° l0' 47.2" �LT J 6 s= 2° 45' 16.6" 8s = 7` 32' 20.1" D= 3° 40' 22.1" Ls = 150.00' Ls = 200.00' L= 467.76' LT = 100.0/' LT = 133.45' T= 235.65' ST = 50.0/' ST = 66.78' R = 1,560.00' SE _ .06 Pl Sta 5/ +86.72 �_ l3° 55' l3.1" �LT I D = % 32' 20.1" L = 184e65' T = 92.78' R = 760.00' SE _ .08 c� . �n o z w ��- �a P I f89.12 -Y�4 = - - - ��a�� �S � ___ �C,_------ Ex.P/L (LTl aoc�o� I I I�II I Q� �Q��a I I II i II I Q^zo��w ,. 000 � -� 3708 az�w�ww� ill I =aa=w=�cn = °��~ �w -- �a�, �W=w � - 111 � --- f42.00 -Y14- ~v ��_~� I I il � � � ��56.49 fLTJ �l�N~�.�F°U o CO �' z� z X`" I N � I SpEC CUT 'V' DITCH � Ja�W�w� �� I I� � I ST,A 51�,+50 TO 53+50 -Y14- LT m w o w J w REMOVE J � O I SE� C�-TAIL #28 � UUJHJ� � � =c/�ZC_JJW�W I U o � -OQ Q � c/�� � I a� � , � � ' �oi 306,25' EIP-EIP � � 306,12' RW-EIP _ � I � � SAG STA 52 +23.5 -Y14- N42°13'0� A � V. DEDMON T UCKING 3708 � � �II � �� � �,�� DB 15D PG 504 �Q S�' DB IOV PG 001 98 � I �� � 5 0 9�5 � I � IJ N -YlIA - Pl Sta 38 +50.38 Q= 36° l4' 03.9" lLT1 D = ll° 30' 00.0" L = 3/5.08' T = 163.0/' R = 498.22' +80.00 -Y14- .02 .02 ' R E E C C A K. & 4 6. 7 2 ( R T J I � � i BRYA� K. DALTON 65.00 (RTJ � � � I v yi DB 1396 PG 312 � C I � I C � MAT CHLINE ST A 53 +00 -Yl4 - SEE SHEET 38 � 400' 24,0' 4,0' FDPS FDPS VAR. R/W VAR, R/W FOR ROUNDABOUT DETAIL SEE SHEET 2B-7 FOR -YII-REV2 PROFILE SEE SHEET 66 & 67 FOR -Y14- PROFILE SEE SHEET 70 N 52°59'12" E 263,17' 101 A. V. DEDMON TRUCKING DB 15D PG 504 DB IOV PG 001 102 BREEDEN ENTERPRISES DB 1160 PG 931 Fi,o I i �� �w w w 2' BASE DITCH � � °- � SEE DETAIL #17 i °i � � SLOPE=2.4% � `rn° '' °-' EST DDE 18 CY � cn � o +90.00 -Y14- � 90.00 (LT J ' +7000 -Y14- ' � 40.29 �LTI ' +12.0: � � �F�Ex� i � � � �T � � + /.7G � ', � E x. P, Z � �� � � , � �o � � , / ��, � � �R � ��� � �r,�f \ � � � _ ~ „ O � `� J S — — � � `//� � � __���P�q-Si-'� � y� _ _ � � `V a > o � o N �� a �,�S 53° 07' 12.5" � O 96 S�1 __ y� _ E — � � � < < � � �A _ _ � � --- --- � �, �E_ � sEPTic ��A�EuNEs 3so1 � � Q IN THIS VICINITY \ 1 1 � �� � 1 1 � ` \ � \ \ \ � � � �� � �� � ���� \ \ � � � �� 21. 9 8' F�'O � N � � + �1' �i N 52°48'42" � . 99,82' � d�� �d '`� ww _ � � - �� �w u o o� m c� �n � �� , mm N 52°59'12" E 128a02' 103 CHRISTOPHER EDy�ARDS DB 1501 PG 1301 � �T � . SPEC LAT 'V' DITCH STA 54+00 T� , O 5� � SEE DETAILf'�TS� v-^J � +12.17 - l�- � �3 Ex. P�/L (L�� � 98 RE ECCA P. & BRY,� K. DALTON DB 1396 PG 312 'Y ll�� C F<< - -Y - T �S 6� 0 ��'"�� � +//.97 - /4- �� R� (LT J ' o'/� ._� BST -�1— — — 15" RCP� 5„ RCP �� 00 U �--� i i � n- �w O N �� O� N �� rn m N 52°59'12° E 275.00' 104 JRACH�LBBACANIF�E& ESTATE FILE IIE PG 156 S 52°59'12" W i. N 52°59'12" E 0.00' w � �� ir� o M � �p N m - � � � m � � �o m z ROBERT JONES, JR. DB 1197 PG 864 � �, � ' � ' � � � � iGRi � C� ��i0 ���'�,���0 EXISTING R/W ��� �<T I I ��— — �1- — — — — — — — 144 ST—�l— — --i —� — — -�- ���i � — �_ ` i � — NC /50 24' BST -EY20- 0 0 0 � ` 15" RCP� � �� � � �� i 96 ST � — — ��� — — — — — — — p,� � 1 EXISTING R/�y � 1 \ +22.66 - - �� �� � � Ex.R/W lRT) � ' s��N ��'�� � � � f26.23 -Y14- �� �� END CONST RUCT l0 �� Ex. P/L (RT l �' -y/4 - ST A 55 +00.�0 � i i � � i SPEC LAT '� CH � � STA 50 + 00 TO 55 + 00 -Y14- RT � � SEE DETAIL #15 � � i i i i i � � i � i � � , � a� , , �o ��� � � N � � � I � O / � � 00 � �� S � \� �U O � `s' 105 ��, \'� 96 �,� � , � o�z RE ECCA P. & g, DALTON LIMITED PARTNERSHIP BRYAN K. DALTON BRY,4� K. DAL TON �- � � DB 1461 PG 1616 w"' � DB 1263 PG 1140 DB I100 PG 2232 a�� � � 15" RCP� � � 1! —`-�_ I � I�R � � ��, �� _ Q �� s ,o Z N N d�� � ���II,ZSo6bN � ,�L°S01 d<,� � �- N N � � � N � N N y BARBARA JANE LUFFMAN DB 1214 PG 1177 FiA w �� ww � � � m �� � � w � N Qi l9 N 6l � � � � �� �N N �5° RCP`� 'tir� ==-r� — HERBERT JAYNES DB 17P PG 644 DB 1102 PG 2101 0 .� 0 .. d�� �.�0 144 ST 96 ST — —�1— FOR -Y14- PROFILE SEE SHEET 70 J. MORGAN COMPANY DB 1446 PG 736 MAT�H� NE �u-txt�u i urc� r �rc i ht t� i� i t �r LIZZIE K. DEDMON ESTATE FILE 02E PG 325 REF. DB 5-I PG 377 Pls Sta 50 +27.39 es = 7° 32' 20.1" Ls = 200.00' LT = 133.45' ST = 66.78' Pl Sta 5/+86.72 �_ l3° 55' l3.1" fLTJ D = 7° 32' 20.1" L = 184.65' T = 92.78' R = 760.00' SE _ .08 RO = 200' 9 \s -Yll -REV 2 Pls Sta 53+45.36 es = 7° 32' 20.1" Ls = 200.00' LT = 133.45' ST = 66.78' PROJECT REFERENCE NO R -2707C RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 39 HYDRAULICS ENGINEER 1/11 moffatt & nichol Sungate Design Group.P.A. 4�00 FAI.I.S OF NEUSE ROA�.SUITE 300 SDG�F���-�a�aecaoe�.wrec+ve�¢�vrve�w,,.0 915-A Jo�es Franklin Ra. RALEIGH,NORTH CAROLINA 21609 Rolelqh,ly.C.27606 (91917BI-4626 VOtCE (919)781-4869 FAx PE (F-01051 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED s �qTcy�/ EE SyE �i�E \� ET , Pls Sto 58 +09.98 6s = 6° 25' 00.0" Ls = 200.00' LT = 133.42' ST = 66.75' Pl Sto 62 +73.06 �= 47° 53' 15.3" l RT l D = 6° 25' 00.0" L = 746.30' T = 396.50' R = 892.92' SE _ .08 RO = 200' FOR -YII-REV2 PROFILE SEE SHEETS 67 N Z � i w � Z O � � � 0 z � Pl Sto 22 +25.6/ p = 20° 00' 00.0" (RT ) D = 4° 58' S6.1" L = 40/.43' T = 202.78' R = l,150.00' L��NE P-� �N M / THOMAS MILLS CURRY. III AND �IIFE, DEBORAH �y. CURRY DB 1674 PG 42 FUNERAL HOME �yILLIAM BARRY QUEEN QND y�IFE. LAURA L. OUEEN SHELLEY LYNETTE QUEEN OB 1554 PG 1086 MARY RUTH DEDMON HORD AND BETTY SUE DEDMON DOVER. CO-EXECUTORS FOR THE ESTATE OF LIZZIE K. DEDMON ESTATE FILE 02E PG 325 REF. DB 5-I PG 377 ��' - `�:� � � � `�'`'— wr �� /� � � � � / � � � \ � � � ED�yIN T. �ANHOY BETTY �ANHOY DB 18Y PG 368 DB 1287 PG 642 �, / RACHEL L. SMITH DB 1648 PG 789 I � �� NC l8� NOR7-y p0 � � � Y I 8- ST RD 24' esr � p �� u-� U . � � - � FSS _ - � � M. � � �� � M � EST`N�RKi54NC, � m ` HDB�3a7 P� o � < 0 � M°o ,s po�Os PROJECT REFERENCE NO R -2707C RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 40 HYDRAULICS ENGINEER 1/11 moffatt & nichol Sungate Design Group.P.A. 4�00 FAI.LS OF NEUSE ROA�.SUITE 300 SDG�F���-�a�auaoee.wrec+ve�¢�vrve�w,,.m 915-A Jo�es Franklin Ra. RALEIGH,NORTH CAROLINA 2]609 Rolelqh,ly.C.27606 (919)7BI-4626 VOtCE (919)781-4869 FAx PE (F-0105) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -DRl - Pl Sta l2 +39.1/ 0= 38° 54' 2/.0" l LT l D = 57° l7' 44.8" L = 67.90' T = 35.32' R = 100.00' SE _ .02 -DR2- Pl Sto ll +59.02 0= 20° /7' 57.7" l LT ) D = 57° l7' 44.8" L = 35.43' T = 17.90' R = 100.00' SE _ .02 -YlI-REV2 s s�z Pl Sto 62 +73.06 p = 47° 53' 15.26" (RT ) D = 6' 25' 00.0" L = 746.30' T = 396.50' R = 892.92' SE _ .08 RO = 200' Pls Sto 66 +89.6/ es = 6° 25' 00.0" Ls = 200.00' LT = 133.42' ST = 66.75' FOR -YII-REV2 PROFILE SEE SHEET 67 & 68 FOR -DRI- PROFILE SEE SHEET 68 FOR -DR2- PROFILE SEE SHEET 68 114 RUSSEL A.f DB 1541 PG PB 12 PG PROJECT REFERENCE NO. I SHEET NO. n _ ��n�� 4/ AULICS INEER � w✓ � `�-� �� ,�� a CL I' RIP RAP BANK S B���za,T�oN �� -Yl6-REV POC 12f45.99 = � ,'� SE DETAIL #36 �� ��; ,' �� ES 0 TONS � �,; -Yl6A- POT l5+14.26 ,' ��� � a, � EST 4 SY GEOT�I � � � �-, N � T 3' BASE DITCH / L'll' RIP RAP 60 �,'� �� ` m f2 5 /6-RE �A 13+00 TO 14 1 -Y76-RE RT ��99'4q„ � ��i��/ 9� ,1; N Ex.P L T) SEE DETAIL #40 � ��00 ,� � � �� ��0� � z � EST 135 CY DDE �� � � ��� +00.00 -Y16- EST 117 TONS � SQfZQ �yHITE GARDNER ` //�.QQ (/�r) EST 210 $Y GEOTEX LE �O `� � 1/11 moffatt & I1ICh01 Sungate Design Group.P.A. /�-- 4�00 FA��S OF NEUSE ROA�. SUITE 300 �915-A Jo�es Franklin Ra. � c� DB 130 PG 766 `" � SDG�e`� �-`°�°°`�."�..""..`�°�""°".' RALEIGH,NORTH CAROLINA 21609 Rolelqh,ly.C.27606 -Yl6 -REV PC l6 + 3�Y� � 1� 6 (91917BI-4626 VOtCE (919)781-4869 FAx / . � �o S��o� PE (F-0105) `'� ��'.� /Q � a �99'F\ DOCUMENT NOT CONSIDERED FINAL � ' � a �� +67.16 -Yl - �' MARGARET D DURHAM � ��o,2j � qp f73.48 -Y f�'E � ���' 60.00' fRT) �ELV�N D DURHAM s�w� `t^^ pRoX�Mq � UNLESS ALL SIGNATURES COMPLETED 80.00 fR 1 � , � i +25.43 OB 1201 PG 9Z6 � TF � � ,' � _ � M _ -Yl6 -REV 00.00 Ylb'�-R o� ``-`^Si6 99 `"`'s� / � � �� � � +39.39 -Yl6-RE R`A/ � - - � I � 5.00 IRTI , z� � q4�F , � � ' ��ir 75.00 (RT) V�► / � 4105 �� � m� 60.00 (RT) � o�� � � o02j � � �� �/ O Ci J \� Sg�� � aN o o rn`�' � � 7 °� � �,� /�i � '\oJ� � � � 2 � m� � rn `�� ��� O � � � �,' / � � ��; h°` � z �� �e,�� ^�' �� �ACY L. RANDALL ��, � S1o�94�9 F �� / `�x �.00' � ��36„ c ` = oo DB I154 PG 1589 EUGENE TALLENT � k i o2�9-- S � �� Z � � G�q� 350 T�-3 0 � PB 12 PG 58 DB 1067 PG 208 � c, � ' � 6 � � � �c � � �- � PB 12 PG 58 � M `"`'� � lI � � F / / R � �'` ° -o � � � � � O k �`'' ° S `� \� 4101 C _ � �-� p,PE o � � o o - � � � DO OT � � ¢ � � � /6 99" � � � - FS - a� EV � � c � _ � � �-� � REBECCA M. sM�TH l�Q qq�F 0 R o �n �, � N � o DIST RB WELL ,� ^ rn +04.58 -Y16- � DB 1118 PG 357� �"��- �� � � �� 2G1 m2� � N �Y 16 0 0 � � � ° 0 3S0 \ o�+ �/ o ^o Ex. R/W (RT� ��,`�' o PB 12 PG 58 ti o�° °�, l� / N S , 3 0. ,.� o. ° � o �- m� N Ex. P/ L ( R T J �^°� o '�° `" `�� k � o � cv p �� P �O � C�� r� � G��1 O � `�'� p, k ��� q'� `�' �' � Q� SB 7 �j� _ s �o o `� ,3 ��°'a°'� Sig ss, 35p T�-3 / .ps � ` i 98„ co o�P �a ^� � � � _ ��� k0 � � N o� o0 35� �� + 4104 �2'E ��'4 •Oy � \� N�� � � o� v� c�� s�6 qq, � � � C� RP`V " 2�- ,C o_ � - � � ` �' � O 2� 99'F � �° � ER � ��FiW ` � � � � � � �Se � � J. R. PARKER � `� o,s � a o � AP FS G 15" CSP ��� E FROTECTI ` � 48, O y�P�- ���� ' ��� `, k� ,�o� DB 1158 PG 116 0 �w9 �9 M � S A 14+00 TO 1 8 '�fl��- V LTh � I -o � � PB 12 PG 58 � � �-- � 2G1 _ _ � � _� �,`�'' 4103 � � 3 E T 45 TONS � F' .02 � _ _ _ / � ' \ � \ F � / � � o � � ,�� o, \ W js C F R EE DETAIL 5� II T � / �-- `� l 2%6.' \ \ �c;Q O qg„ �o�C k �SB ti �\k k �^ N Q / � S�2� ES ATE OF SHA N G. �HI (�A R EMOVE � � �/ R � R E I� V S ��� F. /� / � K� �` � ��o � o o,q' ,�,��' �, / 4102 2rs„ � / �� \ R� \ <y o`� � // � WD \ � ;h `� oa� _� O O o iF 6 DB 18y� PG 152 �o � � do / ��o � � o \ $Y2� �o -C� �/ o �K w eP �� 1A �2 �� o -'� � `� a' tiP6 I PG 58 � � � ��� � � 41 0 ��� is„ � 0� , a� ,� Q� ati° Si6o � � � � CL 'I' RIP RAP 8 2S C < / O/ c Q � I$, � � \ (V� 2„ �\ RCP � � ° Q y� ��/ � �S = ��� DONALD E. THOMPSON 2�2/6�9q�9q-F �2�.�� -Y,6- � � ` � �ST 2 TO 75.00 (LT) / / C� � ,� \�'\ � � eK0 �� DB 1526 PG 921 TH�A$ ERIC 29,6 Co � T b SY GF s � �o / •D� � �� �F o ��c � �� _� �3 ,,\ o� � O CL NW ER � C R'R ,, �S 2� 39'//„ ,oq / c �/ ��� � C \ \. �� � / � PB 12 PG 58 2�`� DB 1166 G 1017 ,��,��'Eip � CL I RIP P TABILIZATI N 2� S F o o � � �. � � A1' / c, l� DETAIL 36 � ,t� � a"F,f. /�� � +6 . 0 -Yl6-R ' ,�� � � ��� � � � i� � S�0. �h\ �' o _ ���+\ `" �' ST 40 TO S � +0 35 -Yl6A- coR � � F � 50.0 (LTl rt °� �� � � \ � � �� �'� � � �, `° � � d �'d- �� � \ti E GE�EXT LE 45.09 fLTI ��R,R � � 299��� �� � '�,." Rcp � � \ \ �vQ ' / , � � SB�� �2 c� O O oJ °"� o� �\ C z � �o ° �� - q -Yl -REb� � �� � ��� �' c, % o � ''� a `� � -Yl6 -REV �1 /6 +39. 9 0 � 9 � � M � +1523 -Yl - E %�� `\ � � � � o � �, O � 6e +43.88 -Yl6 - / �/ / �S2 PC l +2 . .3 � 9 °�, P Ex.R/ (LT � is„Ro'�� ��r�� � \� � �� l � �' � MARY CRA�yLEY ����, `�66, ,� +73.48 -Yl6 -REV � � �' Ex. P/L (L I ��' � M / 29, g �8 � o m �� � �� �p � � � � �P �,�. H A R T S E L L � �S� v i �' ° m� L° o \ ��� � � c�`` °��' 1`' � DB 16A PG 812 70.00 2TJ , o /��T � oGILBERT K RANDALL �° /` T --- � A'�,�" ��` p� � ,' +75. 0 -Yl6A � / � l ' � N2o� � f13.82 -Y� l , � - � % � c� � �' ,�a P� ���o �' _ / �3 �j qo,�8 DB 1089 PG 1564 O Ex. P/L (LT) �� � � S �,e � � �� S2o 4S,oi �Ex.� (L% °�, a � /�l Q `� lgg 69 W PB PG 58 0 / � /o� � � Z`� \ �� \ �Pe� o����y� �' oey . �' / 23 E ,� 42. l6 � o�� � � � � T c � � f39.39 -Y16- REV � �� , ? �S . �,� o.� / h� ��� +75.00 Yl6A- � �` � � �� �,� o l � \�� 9'"R�p �� , e�`� c,e +,o� � �P � 65.00 (LT ) � . R/ (L o / � l� � � /e�/ \ d ,� �� I � � ti� � �„ � � RI l I � P� / ls , R � I�\ �� tial o `�oJ � �'� }SlBg� �� l l lll� , . m � �' \! ' ` Cp \ �� � � � � TANJA P. FITZGER S�� ���' ��� s � 30.�9- �� � � ° �° c \ � � � ��' / \ \ �\ � �\ �� DB 1519 PG 456 � - � ��. �S � � 9 � % �0 / O �� m o �3 \\� / \� \ A ti oe s� � \ � /� , � SPEC LAT V DITCH <v �,, � v � \ � � � 6 6 0 _ �y��;, � m� � � �( \ STA 14 + Qp TO 14 + 80 1 bA- RT oP � / P�' � v`' j �v0 \ �� 'rs � \G�' � � 6� � y� SARA �yHITE GARDNER , �ti � �� � � � r � � S�E DET�I 5 � o � ��k / QQ� Q \o ��� o 0 0 � Q DB 130 PG 766 � � � � � �rl ii���. r� � �l � ,�`� � � o � `'�, �'�' �' J O a `�`� � �3 � � \ \ O �� �` � O � I`F� � � � � � // � � � . � v o m �L' _i- -�- `'�\ d- � \ �� � / � / - � � � - / � `� �Q� � � / 1 � 2 , � / "- � ° �o� � _ � EBECCA M x q' ��� o � �'� � �\��o \ \ � �° .. e��'e � � \ �o �� \ � TRAMMEL � \k � \o o -�-/ \ \ �,� � ��0 � • �� � �o�,� _, , �, O �� � � -f- � � �-� � � �/�, � � �, � �,� B 151 PG �73 "' � '' �' 9�. \' � % A , i �i BARBARA HARRIS �' DB �7B PG u3 n?, SHERRI FORTENBERRY 3 �/ a B 12 58 ,a'�``' O -{- S �o \ s \`' ���� o ���c� Q ��/ �/ PB 12 PG 58 DB 1136 PG 1855 � � \ \\\ . � / � � � � � .�' o�`� �- O � � s,� . �, r �� � � � PB���L PG 58 z � 6 00. �l� � O ��°s6, LA�RA �IS . �,�°� ,���' ao� � � 9�+ \ �'s /� � � � � � i �?, / ^� � � 6, �8„ �o ��°c,` �.. i /� \ Q i � ��.-ti, � � � o �y 2 PG 2333 O �� 2 � �- � \ Q\ \ � � �c i � � �,'� 30 � � � P I P � � �e 2 �o O .. ��' \ � �� �� � � .00,/ // _ � `-,-� � B 2 G 58 0 0� ��� � � -{- � �j\ \ � � O � /�� / o � �" � � 0� �� y�0 G � � / � �� � •oo �,, � � �,�, c, < + ��h , � � P� / O� � BEGIN CON�T RC� l�N s, / ��� Y 2, -, � -- � / � 6� 6/8„ O � � �\ \ \� 0 ��' / /� � � -- � -Yl6A- S A 3+75. � °�o � AGNES BAILES � � � � �� o , / � .�� DB 14J PG 64 �. i � o � \ � � � �,F \ \ y � � / � ,o, � � ��, �, PB �2 Pc 5s �' BEGIN CONST RUCT lON � � � , 1 � /� � �� ���� �� � � o � � � � / 6�`S6� -Yl6 -REV ST A l0 +00.00 � 1 � �� � � I � % � /� ' / / . \ � 8 � P � o � / 3� 3g9 � � � �� � � � �.�p �I'� � � ` � � � �� � � �c� � � ����0 � �� � � � :� � , � a ' �, rr � �.�- � �. � , , , � i�� %� � / �� ,/ _T�� � � �� O p�„�,,�� , � ,� � a ,, �� � � � �o , �, ,� �- , � � �j c � / c��' �' ,S�° � '� `� � ' � � / �c / -Yl6-REV � m `�= c, / �j� � � � \rc 9�+ ��'� Q�L // � e� � `v \ `M° o � / � � \ � f . � , / �,Q � �`L / -/- �- �' / � -�>�= �-' O � a� �, � .. e� �c � � / Pl Sta l7 93.18 Pl Sta l4 45.1/ � �, � � � � � �� � , �o� � , ,� ��' /�, 0 _ 26 55 35.7 �RTJ � _ 47 26 /0.4 �LTI o s � � � � ��� � � �' � /'+P�� �`, �` �� � �' ' / =. D ll 27 33.0 D- ll 27 33.0 � �' �i� / _ � _ � �� � � � � � �'?, -f- `� `� .�o �` � ���..e�ce �� \ �%. ��'e L - 234.98 L - 4/3.96 �� �� � �� �, ��� �' � / ��0 � � - �� ��� /,� � � T = 119.70' T = 2/9.67' � � � � €� �,� `, � - T� _ � � / = i = i � �� M � �� � � � �O //� R 500.00 R 500.00 � � SE = 0.06 SE = 0.06 ' a �' �o � � �� � �' � � i /��;e � � � RO = l20' RO = l20' m � � � �, �, ° ',, � `, � � / �O � �� � � � ��° � � �� � ` �� � � ° ��� ' i � � �' ' / / �, `�`�"� �� � � � y �� i � �� `z��,� €� / i / o � � % � / / /� � 4� . �� y , �i / � 3 � �,� � �.'� � �\� � �� � -- � � �c�-,�! / � �, � � � � �� �, � � ,, ,, �e�% /� ��� � � �� `�� � �--�� i � %< 1 � � � � `t-� � �' ' `� ` .. �ce �i� � � i� / _ ��, � ; �� � �� � / � % � `� . `� , ���� o �� // / � � � � cQ.��� c� c,� r�. C � I,�� ��� rr_ ��fi'.�� �i FOR -YIb-REV PROFILE SEE SHEET 75 FOR -Y16A- PROFILE SEE SHEET 75 �°° -Y10- POT 10+00.00 9� �° °� ��k�2� NqD �� \ , P� � D�a ��5 \ \ \ �� \� ��k� \� � /P�( \\ � ° � \ � �,� \� �\ _ O \ \\ � � \� � � �22 �\ �e\ � �''3 \ o � `' o- � � JAIVE G. COOPER d\ �"9\ DB 1462 PG 1967 oy�\ � `'s \ A��F, \ \ 0.$ � :Z� � S 7°00'5 7'�E \ \ � S ,Lo,� 17q, \\ 85 � �� ��O \ � S5°28'5g"E � \� \ O ioo,97 < � � JERRY & � s9°39�46°E ��, JUDY H. GREENE � � 176.07 COR-EIP +il.5i `� � \ � � 1,06 E�p_RW 3�.�2�a �- � DB 1462 PG 1973 � �� �\ \ � <p �p B � I ��� A,� �\ ,;�' N \ � / � � `4�� o � �� � � I-� �'` � � \ `� Q '�' � � � O � `� �m� � � � �2� o � ���� TRII�ITY PENTECOSTAL HOLIIVESS CHURCH � � �, �� `Po� \ � N � o� DB 19D PG 683 I� \ �� �� J A N E G. & V � � U w � �sgk � \ \ ��y \ RECCA B. GREENE � � o o' , �� N�R�N I� . RRI . PO ELL `c:" \� �� DB 1409 PG 1838 N �, N c`� � A E J �V � �w� �3 � DB 1604 PG 2434 �� �\ °�� � � � � X � �o � \�� �� � \ � � w � `� � � W � �� `�� � �� � � w 12 3 I `"D °K � � � � \ �� �s \ -YlI-REV2 POT 17+72.40 � � m � � , _ � � � � � `� � � ----- � I � � � J �� � \ �� m� ' �� j' �' N QNNIE LAURA q8" cH� N- � �o�� BEGIN CONSTRUCTION �� a c� � ' N N GREENE I / �SgKD X S �\� \ � o �m. SPEC LAT V� T H Z DB 6K PG 100 � \ � =�\ �\� � � � 1 + 9(� TO 31 + 50 -Yl l-I�� L W/LT � � � �S � �S _ , - - \� �\ � � � SEE DET14 1 I u�/ � � I � gK� � � � ; ' , - �, �\ `9 f5.3.89 -Y10- N ISBKD i� �� ,, �� � HTR i� , �� \ \ Ex.R/ (LTJ � -- �� I � Q\ /�O� Ncl I � �� � \�� '� �\\ �\ _ 60.00�LTIII- E 2 `� � Im � � � � � � -� �s� \ �o C � +47.6/ Yll-RE 2 , �J M I v I � � � - - ' � • � � a 6, . 60.00' (LT J � '� � N � � � q RP � `- - � \� � +27.00 -Yll -RE 2 � � I a � I� I � � = I � °Rr � � ° � � a P 60.00' (LTJ � +72.6/ -YlI-RE 2 � '� � � � �, o� o � � � � �-��,;� o I � �Yll -R�/2 PT l6 �47.42 1 � � _� P so.00' (LT I � � � � � � I P I � � I� I � �� R � , � a2o6 � �-'2" q c I+ � 4n3 �, � o� a ? R ' O � \ � N I � a \ �3 a � � �� �� � � W � � F Q �! CHORD _ F w � � � �3 , �� -Y��- � Ex ' � �� �� � � � `�a�\ F F --- C --�' �-=- --- -____ i15'l � � C I 25 q „ � RE� - _ � r�N� R,W � � � �X� _ °� � ��� � -..�� � - - - - � � _ �� � � \ \ d � � _ Q a \ �'� / �\ �\ U e `�Do in � ST o - - - _ _ _ - -'-�� -Tc_ _ _ - - - - _ _ ? x ~ - - - - - - Q � o � �����EEL � � - - - - -r _ - - 12 A � r ��� ���� _ DoAoT,UeRo 12" AC �� M 6" PVC 15" CONC � � M � _ � _ � o NC l80 C - - - T C -� J � \\ \\ - � � �+l N O > N � �t r � N O Q � � O O 0 O O r O O O a REMOVE (v � � �� NORTH POST /�� o- �SM � �� - = - c _ P N _ _ - - 24' BST ' o � � � N I ' ' �w � ,� Ex�s nNc - _ - C `V Q RiW =�� - - - -G- 6� STEEL S I5`� S� I�.�,�L - �cl <r �n N O N � � � � � ��s-,,�, �� � - - - - - - - _ _ '� � "'���� �5" Rc _ = o � o 0 o a o a �� t� i-o $ �5" coNc � _ � � �� - - - � � (� O -- �6� -_ ,f _ - - - - - - -- � vJ CJ' �''� - _ _ _ _ _ _ - c - - _ ��� �� `t���C� � 6" STEE� � i i � N � � � s�'� W �� �� � �� � � + � �� il „ '15�- h5-� 4203 i � i � i 4205 � � � � Q i ' � � � � �� 4201 �� 420 i� i i� i15'� � ils � O I' ' � �� � i \ \ - O - 42 4 i ,� O s \ \ ; m _ _ - -� - � � i `V � � � � ,' �� ��� � R '� ,' C/�ORD � , � - - R , - _ Z `� ° � � � a oa � i \ � � � I I, , , � � � ' � � C�/��'�' Z , t�,� � � `" `� � � �` ° � � \ -I- � � � +47�.6� -YlIi-REV 2 � - � � i �� � � .;`� m o � � , c� � � �'�� �-70./7 -Y l-REV2 f47.6/ -�Yl�I-R V2 i i_ v � c� �� i� i� �� � o \ �� � 65.00' lRT 65.00' l�-- �_65. 0�1f�T1��� i ii � � � � � - - ,' z � \ C � -f- �� SPEC V DITCH Q � -Yll REV2 POT 17f47.6/ , ,' � �� \ �BK / sTa 2a��o To +00 -Y 1-REV2 � 4�.6/ -Yll REV2 � � � � �� Y�� POT 15+44.�4 � i� � �� `�d \ \ \\�� +80.8/ - �T /� APT SEE ETAIL #�T 5.00 IRTJ �S �3 , , � � -,�, ,� �� Ex. rcr� -� l �� � , � � ���� � � � � � � �� , ,� Z �� � +coNc - O� oNc � , �3 � � -Yl0 - PC l5 +52.27, � � , �' �� `'��'� �\ � J ��' � �3 � ,' \ �''� ��� a �y � 65 �' ' � �/'� \ � �% �� � 0 ���, �� �� �e'k� � � \ � \ � �CO CHITTY-YOUNG FAMILY � � "" ��� � �� �' u �� � ��� �� � LIMITED PARTNERSHIP � � � o-\ DB 1140 PG 1193 � �� � °'..�� � \� � � G)� �� PB 8 PG 88 � O � �/ � C� a��` � Q�� � �� \�V � -Y��- i i � � �kv o� �/ ��2 �� ��, �� Pl Sto ll �45.72 Pl Sto l6 f16.58 BELLSOUTH TELECOMMUNICATIONS.INC \ F k o� G �j p= 4 35 /5.9 (LTJ PERMANENT EASEMENT i ; � s� ��,�`� I �. � '� o � �� 0= J�o OS� 3O.1 ��(LT 1 � �, , Q �P �� P�� �P DB 1224 PG 1290 `oi co�S o� \ y� �= 7 00 ��•� D= 4 00 00.� i i y � C� L= 65.54' L= 128.54' ' � `° �-� T = 32.79' T = 64.3/' � �� , R = 8/8d5/' R = 1432.39' ,� � � � � � � � � � , � , � , � , , � �+ �� �� ,\ \ � � , , � -Yll -REV 2 Pl Sta l3 +66.30 Pls Sto 20 +30.95 Pl Sta 2/ +3/.7/ Pls Sta 22 +32.45 p= l7° 28' 2/.3" �LT l 6s = l° 45' 19.4" 0= 3° l9' 08.1" �RT ) 8s = l° 45' 19.4" D= 3° 05' 00.0" �s = 125.00' D= 2° 48' 3/.0" Ls = 125.00' L= 566.68' LT = 83.34' L= 118.17' LT = 83.34' T= 285.56' ST = 4/.67' T= 59.10' ST = 4/.67' R = 1,858.24' R = 2,040.00' SE _ .05 FOR -YII-REV2 PROFILE SEE SHEET 66 I