The URL can be used to link to this page

Home My WebLink About20140090 All Versions_U-2579B Forsyth January 21 2014_20140121n"`�� w m y, �.. � �� t - '_ � c�+w ww�� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR January 21, 2014 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. John Thomas NCDOT Coordinator ANTHONY J. TATA SECRETARY SUBJECT: Application for Section 404 Individual Permit and Section 401 Individual Water Quality Certification for the proposed Winston-Salem Northern Beltway Eastern Section from US 158 to I-40 Bus/US 421, Forsyth County, Division 9. WBS Element No. 34839.1.2, TII' No. U-2579B. Debit $570.00 from WBS Element No. 34839.1.2 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to construct a portion of the Winston-Salem Northern Beltway Eastern Section from US 158 to I-40 Bus/US 421, Forsyth County, for a total of 3.4 miles (Section B). The other remaining sections including AA, AB; C, D, E, and F will be permitted separately. In addition to this cover letter, the application package consists of an ENG Form 4345, NCEEP acceptance letter, Interagency Hydraulic Design Review meeting minutes (Concurrence Points 4B and 4C), onsite mitigation plans, Stormwater Management Plan, permit drawings, and half-size roadway plan sheets. This project calls for a Let date of October 21, 2014 and a review date of September 2, 2014. However, the Let date may advance as additional funds become available. _ _ _ _ _ _ _ _ _ _ PURPOSE AND NEED The purposes of the proposed project are to improve intrastate and interstate mobility, improve roadway system linkage and continuity, reduce traffic congestion and carry future traffic at a desirable level of service, enhance safety, and provide a corridor for I-74 (a congressionally designated High Priority Corridor on the National Highway System). The transportation needs of the proposed project are intended to address the following: poor intrastate and interstate linkage to the north and south, poor roadway connectivity within and through eastern. Forsyth County, capacity deficiencies, above-average accident rates on area roadways, and corridor for I-74. MAILING ADDRESS: NC DEPARTMENT OF TR,4NSPORTATION PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER Rn�ei�H NC 27699-1548 TELEPHON E: 919-707-6000 FAX: 919-212-5785 WEBSITE:NCDOT.GOV LOCATION: CENTURY CENTER, BUILDING B "I020 BIRCH RIDGE DRIVE RALEIGH NC 27610 NEPA DOCUMENT STATUS A Final Environmental Impact Statement (FEIS) and Record of Decision (ROD) for U-2579 (includes Sections B-F) and U-2579A (includes Sections AA and AB) were completed in January 2007 and February 2008, respectively, and have been provided to the appropriate agencies. A Right of Way (ROW) Consultation for U-2579B to update the FEIS was completed on May 17, 2012. Additional copies of the FEIS, ROD, and ROW Consultations will be provided upon request. INDEPENDENT UTILITY The subject project is in compliance with 23 CFR Part 771.111(fl, which lists the Federal Highway Administration (FHWA) characteristics of independent utility of a project: (1) The project connects logical termini and is of sufficient length to address environmental matters on a broad scope; (2) The project is usable and a reasonable expenditure, even if no additional transportation improvements are made in the area; (3) The project does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements. RESOURCE STATUS Wetland delineations within the U-2579B project study area followed the field delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual (USACE, 1987) and the Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (USACE, 2010). Stream identifcation and classification followed the Methodology for the Identification of Intermittent and Perennial Streams and Their Origins (NC Division of Water Quality [NCDWQ], 2010 and 2005). A jurisdictional determination (JD) for both U-2579 and U-2579A sections, dated March 31, 2006, was received .from USACE. The JD expired on March 31, 2011. Subsequent JDs were issued for Section U-2579B on December 3, 2008 and February 28, 2013. A request packet for the final JD for U-2579B was submitted to the USACE on February 4, 2013. The corresponding JD, dated February 28, 2013, was received from the USACE for the re-verification of.U-2579B section. Following the issuance of this JD, jurisdictional features for U-2579B were feld re- verified by NC Division of Water Resources (NCDWR) representative Amy Euliss on March 25, _ _ _ _ _ 2013_ _ _ _ _ : _ __ _ _ - __ _ _ _ _ This project lies within the Piedmont Physiographic Province in the Yadkin River Basin (Hydrologic Unit Code 03040101). Jurisdictional features within the U-2579B project study area that will be impacted include 7 unnamed tributaries (UT) to Lowery Mill Creek (NCDWR Classification WS-III; NCDWR Index No. 12-94-12-3-[0.5]), Martin Mill Creek and 4 UTs to Martin Mill Creek (NCDWQ Classification WS-III; NCDWQ Index No. 12-94-12-3-1), Kerners Mill Creek and 1 UT to Kerners Mill Creek (NCDWR Classification WS-III; Index No. 12-94- 12-2-[03]), Smith Creek and 11 UTs to Smith Creek (NCDWQ Classi�cation WS-III; NCDWQ Index No. 12-94-12-2-1), and Fishers Branch and 2 UTs to Fishers Branch (NCDWR Classification WS-III; NCDWR Index No. 12-94-12-2-2-[1]), 5 ponds, and 17 riparian wetlands. There are no designated Outstanding Resource Waters (ORW), High Quality Waters (HQW), Water Supply I(WS-I), or Water Supply II (WS-II) waters within 1.0 mile of the project area. U-2579B Individual Permit Application 2 No waters within the project area and within a mile of the project area are listed on the 2012 303(d) Final List of Impaired Waters ofNorth Carolina. IMPACTS TO WATERS OF THE UNITED STATES Surface Waters Total surface water impacts for U-2579B are 9,800 linear feet of permanent stream impacts, 1,553 linear feet of temporary stream impacts, and 4.36 acres of pond impacts. The jurisdictional stream impacts are summarized below in Table 1. There will be no impacts from utilities for Section U-2579B. Table 1. U-2579B Stream Im acts Impacts Impacts Stream , � '�UP � � �' Permanent requiring � USACE= �irequiring �, Temp Permit Impact Name/JD Flow Impacts' USACE, Mitigation NCDWR Impacts Site No. Type 1 Packet ID Status (ft) mitigation Ratio .. mitigation ;(ft) ft �: � � ft . � � UT to 1 M 11 Cr ek/ I Fill 142 142 1:1 03 0 ES-S45 UT to I Fill 109 109 1:1 03 0 2 Lowery P Fill 208 208 2:1 208 0 Mill Creek/ ES-S36 P BS 10 Oz 10 37 UT to 3 Lowery p Fill 438 438 2:1 438 33 Mill Creek/ ES-S35 UT to Lowery Temp 3A Mill Creek/ P Detour 0 0 0 545 ES-S35 UT to Lowery Temp 3B Mill Creek/ P Detour 0 0 0 194 ES-S47 ' ' UT to p Fill 493 493 2:1 493 18 4 Lowery Mill CreeW P BS 9 OZ 9 31 ES-S37 UT to , 5 Lowery p Fill 740 740 2:1 740 22 Mill Creek/ ES-S38 UT to SA M 11 Cr ek/ I Fill 306 306 1:1 03 0 ES-S39 U-2579B Individual Permit Application 3 Table 1. U-2579B Stream Im acts continued Tmpacts Impacts : Stream I/P ` Permanent requiring USACE requiring Temp �; Perri►it � � �� Impact � �� Name/JD Flow Impacts � USACE _ � Mitigation � �NCDWR Impacts �� Site No: � Type' , , i , � Packet ID Status (ft) mitigation Ratio m.itigation (ft) ft ft UT to 6 Martin Mill p Fill 312 312 2:1 312 42 Creek/ ES-S40 UT to Fill 442 442 2:1 442 53 Martin Mill g ES-S42 P BS 58 OZ 58 44 UT to 10 Martin Mill p Fill 783 783 2:1 783 22 Creek/ ES-S43 UT to -- l0A Martin Mill p Fill 684 684 2:1 684 0 Creek/ ES-S44 Kerners 11 Mill Creek/ P Fill 808 808 2:1 808 57 ESE-S 1 Kerners 1 lA Mill Creek/ P Fill 223 223 2:1 223 41 ESE-S 1 UT to 12 MI11 C eek/ I Fill 88 88 l:l 03 205 ESE-S30 UT to 14 Creek/ I Fill 688 688 1:1 03 0 ESE-S3 � UT to 15 Smith p Fill 332 332 2:1 332 0 Creek/ ESE-S31 UT to 15A C eek/ I Fill 108. 108 1:1 03 0 ESE-S32 UT to 16 C eek/ I Fill 104 104 1:1 03 0 ESE-S36 U-2579B Individual Permit Application Table 1. U-2579B Stream Im acts continued Iimpacts Impacts , Stream UP Permanent requiring, USACE; requ�ririg Temp Eermit � �� Tm�pact � �� Name/ETD � Flow �� Iinpacts� i�SACE� Mitigation �NCDWR Impacts �� Site No. Type . � . �. i Packet TD Status � ��,� (ft) � initigation Ratio, it►itigation �(ft)' :� ft ' ft ° UT to 17 Fishers p Fill 928 928 2:1 928 0 Branch/ ESE-SS Fishers Fill 377 377 2:1 377 67 18 Branch/ P ESE-S4 BS 80 OZ 80 59 UT to 20 Fishers p Fill 163. 163 2:1 163 0 Branch/ ESE-S7 Smith Fill 100 100 2:1 100 32 23 Creek/ P ESE-S29 BS 54 Oz 54 21 UT to 23A Creek/ I Fill 57 57 1:1 03 0 ESE-S43 UT to 23B Creek/ P Fill 135 135 2:1 04 0 ESE-S38 UT to 24 Smith p Fill 202 202 2:1 202 0 Creek/ ESE-S40 25 Smith I Fill 73 73 1:1 03 0 SE-S41 BS 21 Oz 03 16 UT to 2�A Smith p Fill 205 205 2:1 205 0 Creek/ ESE-S24 _ UT to Z�B C eek/ P Fill 130 130 2:1 04 14 ESE-S33 UT to ��C C eek/ P� Fill 116 116 2:�1 � �04 0 ESE-S34 Smith 28 Creek/ P BS 25 OZ 04 0 ESE-S29 U-2579B Individual Permit Application Table l. U-2579B Stream Imnacts continued Smith 30 Creek/ P BS 28 O2 04 0 ESE-S29 Martin Mill 31 Creek/ P BS 21 Oz 04 0 ES-S41 TOTALS (ft) 9,800 9,494 7,649 1,553 Notes: P= Perennial; I= Intermittent; BS = Bank Stabilization. �Determined by USACE during final JD packet review. ZMitigation for bank stabilization not required by USACE. 'Intermittent streams grandfathered from NCDWR mitigation. "Mitigation not required by NCDWR (less than 1501inear feet of steam). Wetlands There will be a total of 1.96 acres of permanent riparian wetland impacts associated with this section. These impacts will result from 1.87 acres of permanent fll, <0.01 acres of excavation, and 0.08 acres of inechanized clearing. Permanent and temporary wetland impacts are summarized below in Table 2 for U-2579B. There will be no impacts from utilities for Section U-2579B. Table 2. U-2579B Wetland Im acts inal Permit JD Package Permanent Excavation ' Mechanized ' Total Impacts ' Site.No. ' ID i i Fill ac ac : Clearin ac ac 1 ES-W 16 0.03 <0.01 0.02 0.06 6 ES-W 18 0.03 <0.01 0.04 7 ES-W13 0.52 0.01 0.53 9 ES-W 14 0.03 0.01 0.04 10 ES-W 19 0.01 0.01 13 ESE-W1 033 0.33 14 ESE-W2 0.04 0.04 15 ESE-W3 0.18 0.18 17 ESE-W16 0.09 <0.01 0.10 19 ESE-W4 0.47 0.01 0.48 21 ES-W 17 0.02 0.02 22 ESE-W22 0.01 - OA1 24A ESE-W20 0.03 0.03 24A ESE-W21 0.03 0.03 27B ESE-W 17 0.05 0.05 29 No ID <0.01 <0.01 TOTALS (ac) 1.87 <0.01 0.08 1.96 Notes: Totals are rounded based upon sum of actual impacts. AII permanent impacts requlre 2:1 USAC� mitigation. MITIGATION OPTIONS The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy that embraces the concept of "rio net loss of wetlands" and sequencing. The purpose of this policy is to restore and maintain the chemical, biological, and physical integrity of U-2579B Individual Permit Application 6 the waters of the United States. CEQ has defined mitigation of wetland and surface water impacts to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR 1508.20): The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidarice measures were taken during the planning phase and minimization measures were incorporated as part of the project design. Minimization includes the examination of appropriate and practicable steps to reduce the adverse impacts. Avoidance and Minimization Avoidance and minimization has been employed in the project area to the maximum extent practicable. The following measures were implemented for the project: U-2579B Minimization Measures � NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be enforced; � Grass swales will be used throughout the project to treat stormwater; • All storm drainage will be diffused and designed for non-erosive velocities before entering wetland areas to the maximum extent practicable; • Rip rap stabilization on banks of jurisdictional streams will be implemented to prevent erosion; • Pre-formed scour holes will be constructed at 10 locations, riprap apron/pads at 12 locations, and riprap energy dissipator basins at 3 locations; • Reduction of permanent stream impacts by bridging Martin Mill Creek and Smith Creek (2 locations). Despite these best efforts of NCDOT, final pexmitted wetland impacts (1.96 acres) for U-2579B did increase from the impacts calculated from the FEIS (0.89 acres). The increase is due to 10 new wetlands totaling 0.36 acres found during the 2012 re-delineation survey that were not calculated in the FEIS. The remaining increase of impacts (0.71 acres) is due to minor design changes and wetland boundary expansion of the FEIS-listed wetlands from the 2012 re-lineation survey since the FEIS. Permitted stream impacts (9,800 linear feet) for U-2579B increased from the impacts calculated from the FEIS (6,183 linear feet). This increase is due to 11 new streams totaling 1;508 linear feet found during the 2012 re-delineation survey that were not calculated in the FEIS. Also minor design changes along with increase in jurisdictional length of FEIS-listed streams from the 2012 re-delineation survey contributed to the remaining increase of impacts (2,1091inear feet). Comuensatorv Miti�ation Compensatory mitigation requirements for U-2579B are �summarized below in Table 3. The U-2579B section will permanently impact 9,800 feet of warm water streams. Of these 9,800 feet, there are 306 feet of bank stabilization that do not require mitigation by the USACE, resulting in 9,494 feet of stream impacts requiring USACE mitigation. � The USACE is requiring 2:1 mitigation for 7,819 feet and requiring 1:1 mitigation for 1,675 feet of stream impacts. NCDWR is requiring 1:1 mitigation for 7,649 feet. Therefore; the total USACE mitigation requirement exceeds the NCDWR requirement. NCDOT is providing onsite mitigation of 450 feet of warm water stream by restoring one stream at a proposed drained pond site (Permit Site No. 20). See the attached On-Site Mitigation Plan Document for further U-2579B Individual Permit Application 7 information. The remaining mitigation requirements of permanent warm water stream impacts will be provided by the NCEEP for U-2579B (Table 3). The NCEEP will also provide mitigation for the 1.96 acres at 2:1 mitigation ratio of permanent riparian wetland impacts resulting from roadway fill, excavation, and mechanized clearing: FEDERALLY PROTECTED SPECIES Plants and animals with a Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act (ESA) of 1973, as amended. As of December 26, 2012, the U.S. Fish and Wildlife Service (USFWS) lists three federally protected species for Forsyth County: small-anthered bittercress (Cardamine micranthera), bog turtle (Glyptemys muhlenbergii), and red-cockaded woodpecker (Picoides borealis). No habitat exists for these species within the project study area. A search of the North Carolina Natural Heritage Database on November 22, 2013 revealed no known occurrences of any federally protected species within 1.0 mile of the limits of this section. Therefore, this project will have no effect on these listed species. CULTURAL RESOURCES Four historic structures that are listed on or are eligible for the National Register of Historic Places (NRHP) include the Clayton Family Farm, Seaver's Gulf Station, Hammock Family Farm, and the John and Charles Fries Day Farm. In a March 1, 2004 concurrence form (Appendix D of FEIS), the North Carolina Department of Cultural Resources, State Historic Preservation Office (HPO) concurred that the proposed project has no adverse effect on the Clayton Family Farm with the condition that any trees removed during construction will be replaced with similar species. The HPO agreed that there would be no adverse affect to the Hammock Family Farm provided that no construction occurs within the historic boundary and there would be no effect to Seaver's Gulf Station. In an April 21, 2004 concurrence form, the HPO concurred that the proposed project has no effect on the John and Charles Fries Day Farm (Appendix D of FEIS). Based upon the NCDOT Archaeological Survey Report dated December 14, 1999, NCDOT recominended one site, Site 31FY1053** (the Westmoreland-Snow 19'n�2�cn century farmstead), as being eligible for the NR�IP for its potential to yield information on a mid nineteeth to early twentieth century owner-operated farmstead. HPO concurred with this recommendation on April 13, 2000 (Appendix D of FEIS). Site 31FY1053** is included in the amended Memorandum of Agreement (MOA) between the Federal Highway Administration (FHWA), HPO, and NCDOT, U-2579B Individual Permit Application last signed on March 15, 2006, which calls for data recovery for this site. The MOA is located in Appendix D of the FEIS. � �I �1 � /:TK�]_u 1 � 11__/:\�[yJ� There are streams within the project limits that are within Federal Emergency Management Agency (FEMA)-designated flood zones. Coordination between the NCDOT Hydraulics Unit and FEMA will occur prior to Let to ensure that NCDOT is in full compliance with applicable floodplain ordinances. INDIRECT AND CUMULATIVE EFFECTS An Indirect and Cumulative Effects (ICE) report was completed for the proposed Winston-Salem northern beltway (U-2579, U-2579A, and R-2247). The report details the potential socioeconomic, and ecological effects that may result from the proposed Winston-Salem northern beltway and other past, present, and reasonably foreseeable future development activities in the region. It was completed in June 2005 and distributed shortly thereafter. Additional copies of the ICE report are available upon request. Based upon the ICE report, a majority of the study area is urban and suburban in character, and most of the area already has access to an established road network. The project's individual effects on land use and natural resources are minor. The potential indirect effects identified in the ICE report are consistent with all local jurisdictions' land use and transportation plans. Current land use and transportation policies contained in the local plans support the proposed project. WILD AND SCENIC RIVERS This project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as amended) or North Carolina Natural and Scenic Rivers. ESSENTIAL FISH HABITAT The project will not impact any essential fish habitat afforded protection under the Magnuson-Stevens Act of 1996 (16 U.S.0 1801 et seq.). REGULATORY APPROVALS Application is hereby made for a Department of the Army Section 404 Individual Permit as required for the above-described activities for the proposed T.I.P. Project U-2579B. We are also hereby requesting a Section 401 Water Quality Certification from NCDWR. In compliance with Section 143-2153D (e) of the NCAC, we will provide $570.00 to act as payment for processing the Section 401 permit. We are providing two copies of this application to NCDWR for their review and approval. U-2579B Individual Permit Application 9 A copy of this permit application and its distribution list will be posted on the NCDOT website at https://connect.ncdot.�ov/resources/Environmental/Pages/default.aspx. Thank you for your time and assistance with this project. Please contact Greg Price at either �wprice(a),ncdot.gov ar(919) 707-6148 if you have any questions or need additional information. Sincerel , � ��_ Richard . Hancock, P.E., Manager Project Development and Environmental Analysis Unit Cc: NCDOT Permit Application Standard Distribution List U-2579B Individual Permit Application 10 U.S. ARMY CORPS OF ENGINEERS oMg aPPRova� No. o��0-0003 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT ExPiREs: 2s FEBRuaRY 20�3 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 BYAPPLICAN� 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Richard Middle -W. Last - Hancock First - Middle - Last - Company - NCDOT-Preconstruction Company - E-mail Address - E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- 1598 Mail Service Center Address- City - Raleigh State - NC Zip - 27699 Country -USA City - State - Zip - Country - 7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax 919-707-6001 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) U-2579B 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREETADDRESS (if applicable) Lowery Mill, Martin Mill, Kerners Mill, & Smith Cr, Fishers Branch Address 15. LOCATION OF PROJECT Latitude: �N 36.131959 Longitude: �W 80.131995 City - • State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, OCT 2U12 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 I17. DIRECTIONS TO THE SITE Please see attached vicinity map and cover letter. 18. Nature of Activity (Description of project, include all features) U-2579B proposes to construct a section of the Winston-Salem Northern Beltway Eastern Section from US 311 east of US 52 in Forsyth County, NC for a total of 3.4 miles. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The purposes of the proposed project are to improve intrastate and interstate mobility, improve roadway system linkage and continuity, reduce traffic congestion and carry future traffic at a desirable level of service, enhance safety, and provide a corridor for I-74 (a congressionally designated High Priority Corridor on the National Highway System). 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 location, 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 I 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., WhOSO PfOpeffy AdJ01ilS lll2 Wat0Cb0(lY (if more than can be entered here, please atlach a supplemental list). a. Address- See attached permit drawings. City - b. Address- City - c. Address- City - d. Address- City - e. Address- City - State - Zip - State - Zip - State - Zip - State - Zip - State - Zip - I26. 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 appl' I�.._._. ,�---- � � z� 2��y� SIGNA RE OF APPLICANT ATE SIGNATURE OF AGENT DATE The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, OCT 2012 Page 3 of 3 � Ecos stem y PROGftAM January 17, 2014 Mr. Richard W. Hancock, P.E. Manager, Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Hancock: Subject: EEP Mitigation Acceptance Letter: U-2579B, Winston-Salem Northern Beltway (Eastern Section) from US 311 to east of US 52, Forsyth County The purpose of this letter is to notify you that the Ecosystein Enhancement Program (EEP) will provide the compensatory stream and riparian wetland mitigation for the subject project. Based on the information supplied by you on January 14, 2014, the impacts are located in CU 03040101 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Yadkin Sri-eam Wetlands Buffer (Sq. Ft.) 03040101 Non- Coastal cp Cold Cool Warm Riparian Riparian Marsh Zone 1 Zone 2 Impacts 0 0 9,044.0 1.96 0 0 0 0 (feet/acres) � ^'�ome or tne stream ana wetland �mpacts may be proposed to be mingated at a 1:1 mitigation ratio. See pennit application for details on the mitigation ratio proposal. EEP commits to implementing sufficient compensatory warnz and/or cool stream mitigation and riparian wetland mitigation credits to offset the impacts associated with this project as deterniined by the regulatory agencies in accordance with the N.C. Department of Enviromnent and Natural Resources' Ecosystem Enhancement Program In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, �. � Ja s B. Stanfill EEP Asset Management Supervisor cc: Mr. John Thomas, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, Division of Water Quality, Wetlands/401 Unit File: U-2579B �ZP.St"OV'GbG9... � ... PY'OtP.GtGI� OGf,V' StG�L ��L, NCDENR North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-707-8976 / http://portal.ncdenr.orq/web/eep Draft Minutes from the Interagency 4B Hydraulic Design Review Meeting U-2579B Winston-Salem Northern Beltway (Eastern Section) from I-40 Bus/US 421 to US 158 in Forsyth County A Hydraulic Design Review Meeting was held on Wednesday January 23, 2008 in the Hydraulics Design Conference Room at the NCDOT Century Center Complex from 9:00 am —11:00 am Team Members: John Thomas: USACE Marella Buncick: USFWS Marla Chambers: NCWRC Amy Euliss: NCDWQ Brian Wrenn: NCDWQ Chris Militscher: EPA Kathy Matthews: EPA Donnie Brew: FHWA David Harris: NCDOT, REU Tony Houser: NCDOT, Roadway Lonnie Brooks: NCDOT, Structures Derrick Weaver: NCDOT, PDEA Rachelle Beauregard: NCDOT, NEU Keith Raulston: NCDOT, Division 9 Participants: Andrew Nottingham, NCDOT Hydraulics Will Hines, Sungate Design Group David Wainwright: NCDWQ Troy Wilson, USFWS Kent Boyer, NCDOT Division 9 Gene Noderino, NCDOT NEU Missy Dickens, NCDOT PDEA Vasim Barodawala, NCDOT Roadway John Braxton, NCDOT Roadway Lee Moore, NCDOT Roadway Roy Girolami, NCDOT Structures John Arms, NCDOT Hydraulics Greg Price, NCDOT NEU Minutes: (present) (present) (present) (not-present) (not-present) (not-present) (present) (present) (not-present) (present) (present) (not-present) (not-present) (present) General Introduction was initiated by Andrew Nottingham. Introductions were made by all in attendance. General Comments: The Hydraulics Engineer stated that where it was practicable, guardrail and shoulder berm gutter were eliminated and 4:1 fill slopes were used. The Hydraulics Engineer stated that proposed cross-pipes located on Jurisdictional Streams (JS) would be increased by one pipe size and buried 20% (except in locations where Agencies requested that a Drop Box be used). The Hydraulics Engineer stated that in locations where the storm drainage outlet pipe was a 15 or 18 inch pipe, a Preformed Scour Hole would be used where practicable. Sheet 4: No Impact from U-2579B. Begin Construction starts on Sheet 5. Sheet 5: JS (unnamed tributary to Lowery Mill Creek) located on Sheet 5 and 20: The Hydraulics Engineer stated that the proposed double barrel box culvert will have a sill in one barrel. The Agencies requested that baffles also be placed in the box culvert. Wetland located near Begin Construction: The Hydraulics Engineer stated that an Energy Dissipater would be used at this location. JS located near Station 495+00: The Hydraulics Engineer stated that the three storm drainage systems taken to this outlet would connect to each other using a Junction Box and that there would only be one outlet pipe. Sheet 6: JS located near Station 502+00: Use a Drop Box at the outlet of the cross-pipe in order to dissipate as much energy as possible prior to stormwater re-entering the natural stream channel. Due to the steepness of the proposed cross-pipe, this is preferable to using an in stream riprap dissipater. In cases where a Drop Box is used, no need to bury inlet of pipe. JS located near Station 506+00: Use a Drop Box at the outlet of the cross-pipe. JS located near Station 509+00: No comment. Sheet 7: JS located near Station 523+00: No comment. Sheet 8: Wetland located near Station 527+00: The Hydraulics Engineer stated that the inlet invert of the proposed cross-pipe would be placed at the same elevation as the water surface elevation in the wetland. Pond: There was some discussion about whether or not the pond would be kept and if this area could be used for mitigation. At this time, NCDOT does not know because negotiations with the current property owners have not taken place. Sheet 9: No impact. Sheet 10: Martin Mill Creek and Tributary to Martin Mill Creek: After a lengthy discussion where the pros and cons for several alternatives were discussed, based on a general consensus, it was decided that a minimum length bridge (about 225 feet) will span Martin Mill Creek and that a box culvert would convey the Tributary to Martin Mill Creek. The Hydraulics Engineer stated that a sill would be placed in one of the barrels of the box culvert. The Agencies requested that baffles be placed in the box culvert. Sheet 11 JS located parallel to the roadway (Sheet 10 and 11): The Hydraulics Engineer stated that the stream would be piped along the toe of fill due to the large amount of excavation that would be required for an open channel. It was also stated that there would be a short channel change at the inlet in order to protect the proposed roadway embankment. Use a Drop Box at the outlet of the proposed pipe. JS located near Station 572+00 (Sheet 11 and 12): The JS is completely impacted by the proposed roadway. The Hydraulics Engineer stated that a lateral ditch would be used to take the stormwater along the toe of iill to a point where the length of the proposed cross- pipe can be significantly reduced. The Agencies suggested that the proposed cross-pipe tie directly into the proposed pipe that is carrying the JS located parallel to the roadway. Sheet 12: JS located near Station 575+00: No comment. Sheet 13: No impact. Sheet 14: No impact. Sheet 15: JS located near Station 616+00 (Kerners Mill Creek): The Hydraulics Engineer stated that a triple barrel box culvert is proposed at this crossing. The Agencies requested that baffles be placed in the box culvert and that a sill be placed in one of the barrels. There was some discussion about using a bottomless culvert or a wider box culvert that could match the width of the natural channel. NCDOT Hydraulics stated that in order to use a bottomless culvert, there would have to be bedrock located fairly close to the surface. Bedrock had been observed in the upper portion of the stream, but was not clearly evident in the lower portion. NCDOT will investigate if a bottomless culvert can be used. NCDOT Structures stated that using a wider box culvert would not be practicable due to the thickness of the top slap required. The Hydraulics Engineer stated that a majority of the storm drainage from the roadway would be taken to an area located near Station 619+00 Left where the proposed cross- pipe would act as an outlet control device and provide as much detention as practicable. JS located near Station 629+00 (Smith Creek): The Hydraulics Engineer stated that bridges would be used to span the stream. Sheet 16: JS and Pond located parallel to the roadway near Station 635+00: The JS and Pond are completely impacted by the proposed roadway. It was brought to our attention that there are wetlands associated with this JS that are not currently shown on the plans. The Hydraulics Engineer stated that the areas inside of the Loops and between the Ramps would be designed and used as a Detention Basin as much as practicable. At this point, the allotted time for the 4B Meeting ran out and it was stated that the 4B Meeting would have to be continued in 2 months. Meeting adjourned. Draft Minutes from the Interagency 4B Hydraulic Design Review Meeting U-2579B Winston-Salem Northern Beltway (Eastern Section) from I-40 Bus/US 421 to US 158 in Forsyth County A Hydraulic Design Review Meeting was held on Wednesday, March 12, 2008, in the Hydraulics Design Conference Room at the NCDOT Century Center Complex from 9:30 am —11:00 am. This meeting was a continuation of the meeting held on January 23, 2008. Team Members: John Thomas: USACE Marella Buncick: USFWS Marla Chambers: NCWRC Amy Euliss: NCDWQ David Wainwright: NCDWQ Chris Militscher: EPA Kathy Matthews: EPA Donnie Brew: FHWA David Harris: NCDOT, REU Tony Houser: NCDOT, Roadway Lonnie Brooks: NCDOT, Structures Derrick Weaver: NCDOT, PDEA Rachelle Beauregard: NCDOT, NEU Keith Raulston: NCDOT, Division 9 Participants: Andrew Nottingham, NCDOT Hydraulics Will Hines, Sungate Design Group Greg Price: NEU Felix Davila, FHWA Kent Boyer, NCDOT Division 9 Gene Noderino, NCDOT NEU Missy Dickens, NCDOT PDEA Vasim Barodawala, NCDOT Roadway John Braxton, NCDOT Roadway Roy Girolami, NCDOT Structures Paul Ervin, NCDOT Structures Minutes: (present) (present) (not-present) (not-present) (present) (present) (present) (not-present) (not-present) (present) (not present) (not-present) (present) (present) Chris Militscher (EPA) noted that Marla Chambers (NCWRC) could not make the meeting but had provided comments to him to present at the meeting. Sheet 16: The Hydraulics Engineer stated that the areas inside of the Loops and between the Ramps would be designed and used as a Detention Basin as much as practicable and that the ultimate outlet will be taken directly to Smith Creek by way of a 4 foot base channel with riprap. Sheet 17: An additional wetland will be delineated near Station 662+50. JS located at Station 667+00 (Fishers Branch): The Hydraulics Engineer stated that the box culvert would be a triple barrel due to FEMA requirements and that two of the barrels would have a sill. Sheet 18: JS located at Station 667+00 (Fishers Branch): The Hydraulics Engineer stated that the storm drainage system will be taken directly to Fishers Branch by way of a 4 foot base channel with riprap, with the exception of the stormwater from the shoulder berm gutter, which will be taken to a Preformed Scour Hole. Sheet 19: JS located at Station 688+50: The upstream pond will be completely drained and the downstream pond will be temporarily drained to an elevation below construction. The Agencies asked if there could be a Stream Restoration in the drained upstream pond. NCDOT will investigate. Stormwater from the shoulder berm gutter will be taken to a Preformed Scour Hole. Sheet 20: JS (unnamed tributary to Lowery Mill Creek) located on Sheet 5 and 20: The Hydraulics Engineer stated that the proposed double barrel box culvert will have a sill in one barrel. The Agencies requested that baffles also be placed in the box culvert. Sheet 21: The Project ends before US 158 crosses Lowery Mill Creek. The Hydraulics Engineer described the proposed stortn drainage systems and stated that existing drainage patterns and outfalls were basically being kept the same with the exception of the existing storm drainage outlet located immediately downstream of the US 158 crossing, which will be relocated immediately upstream of the US 158 crossing. Sheet 22: No impact. Sheet 23: No impact. Sheet 24: No impact. Sheet 25: No impact. Sheet 26: Smith Creek: The Hydraulics Engineer stated that a combination of retaining walls and 1.5:1 fill slopes with riprap were being proposed in order to avoid permanent impact and relocation of Smith Creek that would also impact the adjacent ponds. The Agencies expressed some concern that the water quality of Smith Creek would be temporarily impacted during construction of the retaining walls. NCDOT stated that the retaining walls, type unknown at this time, would have less of an impact, both during construction and permanently, than the alternative of using 1.5:1 slopes along the entire length. The Agencies expressed some concern that the existing box culvert under Business I-40 is undersized due to evidence of a large scour hole located at the outlet. NCDOT stated that based on the hydraulic calculations, the box culvert was not undersized. Sheet 27: Smith Creek: The Hydraulics Engineer stated that 1.5:1 fill slopes with riprap were being proposed in order to avoid permanent impact and relocation of Smith Creek that would also impact the adjacent ponds. An additional Jurisdictional Stream will be delineated upstream of Station 65+00 -Y4-. Sheet 28: JS located at Station 107+50 -Y4- (downstream): The Hydraulics Engineer stated that three cross-pipes (two under Business I-40 and one under Ramp B) will be connected using a Junction Box just downstream of Ramp B and that there would be only one outlet pipe. The Junction Box will serve as a Drop Box. An additional Jurisdictional Stream will be delineated upstream of Station 104+50 -Y4- (outlet of pond). An additional Jurisdictional Stream will be delineated downstream of the existing 18" cross-pipe located at Station 109+50 -Y4-. Sheet 29: No impact. Sheet 30: It was stated that the stream located south of Business I-40 and running parallel to the roadway embankment was Jurisdictional. The Hydraulics Engineer stated that the fill slope in this area has been steepened to 1.5:1 with riprap in order to avoid any impact. The Hydraulics Engineer stated that existing drainage patterns are being maintained. The Project ends before Business I-40 crosses Salem Creek. Sheet 31: The Hydraulics Engineer stated that an Energy Dissipater will be used at the end of the proposed storm drainage system, which is located about 200 feet from Salem Creek. The Project ends before SR 2667 crosses Salem Creek. Meeting adjourned. Minutes from the Interagency 4C Permit Drawing Review Meeting U-2579B in Forsyth County (lst Half� July 17, 2013 1:00 PM — 2:30 PM Team Members: John Thomas, USACE Marella Buncick, USFWS Marla Chambers, NCWRC Amy Euliss, NCDWQ Chris Militscher, EPA Felix Davila, FHWA Minutes: (present) (present) (present) (present) (phone) (present) Participants: Stephen Morgan, Hydraulics Will Hines, Sungate Design Group Brad Smith, Sungate Design Group Doumit Ishak, Construction Management Lee Moore, Roadway Design Tony Houser, Roadway Design Mark Staley, REU Charles Hunt, Structures Steve McKee, Utilities Jamshid Hafshejani, Utilities Rachelle Beauregard, NES Greg Price, NES Elizabeth Lusk, NES Byron Moore, NES Keith Raulston, Division 9 General Introduction was initiated. Introductions were made by all in attendance. Sheet 05-1: Delineate impacts to JS upstream of 42-inch cross-pipe. Sheet 05-2: (General Comment): Breakout stream bank stabilization. Show length of stabilization in Summary. Breakout perennial and intermittent. Break line is at 2GI between -L- and Ramp. Sheet OS-3: (General Comment): Show floodplain benches for box culvert. Include Detail on Plans. Sheet 6: Station 508+00 -L-: Label Tributary as Site SA. Station 504+00 rt. Do not show as Bank Stabilization since excavating. Sheet 7: No Comments. Sheet 8: No Comments. Sheet 10: Station 557+00 -L- Right: Investigate whether stream bank stabilization is needed at the intersection of the tail ditch and stream or if a wider grass lined tail ditch is needed? Site 9: Any Utility Impacts? NCDOT Utilities to provide information. Site 10: The question was if a Plunge Pool was needed at the 60-inch outlet. This was discussed at the 4B Meeting and it was decided that the drainage structure upstream of the outlet would be a drop box. The drop box has been designed with a 2.3-foot drop and the 60-inch outlet pipe has a 0.5% slope. Sheet 11: Label tributary coming from the east as Site 10A. Label begin J.S. Sinall wetland impact not shown near 571+50 Sheet 15-1: Site 11 (JS located along ROW Station 618+00 -L- Right): Relocate JS and tie to Kerners Mill Creek. Show impact to JS. T`^�� *�;� rc „ooa � ,-�+o c;�o „„,�,o,-� This needs a separate site number. Tie 48-inch cross-pipe to box culvert instead of wingwall. According to Structures this would be acceptable. The sill and floodplain bench would need to be switched to the other side of the box culvert. At this point, the allotted time for the 4C Meeting ran out and it was stated that the 4C Meeting would have to be continued next month (August). Meeting adjourned. Minutes from the Interagency 4C Permit Drawing Review Meeting U-2579B in Forsyth County (2"d Half) August 22, 2013 1:00 PM — 2:30 PM Team Members: John Thomas, USACE Marella Buncick, USFWS Marla Chambers, NCWRC Amy Euliss, NCDWQ Chris Militscher, EPA Felix Davila, FHWA Minutes: (present) (present) (present) (present) (phone) (present) Participants: Stephen Morgan, Hydraulics Will Hines, Sungate Design Group Josh Clemmons, Sungate Design Group Doumit Ishak, Construction Management Lee Moore, Roadway Design Tony Houser, Roadway Design Mark Staley, REU Charles Hunt, Structures Steve McKee, Utilities Jamshid Hafshejani, Utilities Rachelle Beauregard, NES Greg Price, NES Elizabeth Lusk, NES Byron Moore, NES Brett Feulner, NES Ahmad Al-Sharawneh Keith Raulston, Division 9 Diane Hampton, Division 9 Greg Errett, City of Winston-Salem General Introduction was initiated. Introductions were made by all in attendance. Sheet 15-1: Site 12: Contain channel change within PDE. Sheet 15-2: Site 14: Show impacts to JS between riprap embankment and Smith Creek. Sheet 16: No Comments. Sheet 17: Site 18: Show Floodplain Bench. Site 19: Utilities has a concern with placing the new sanitary sewer line in the wetland. Therefore, Utilities asked if the proposed 3@ 60" cross-pipes could be moved closer to the box culvert. The Hydraulics Engineer will investigate. Sheet 18: Station 668+50 -L- Rt: The agencies asked if the PSH was needed. They suggested that a�i� rip rap base ditch be used instead of the PSH. Sheet 19: Site 20: There were some questions about why a bridge was not required or if the project could end just before the crossing and place the crossing on the next section of the project which has not been scheduled for construction. Roadway Design said that they would look into possibly adjusting the end of project and noted the R/W limits will change to not show a take on the Booth property. Sheet 20: Site 21: Fill in wetland will be a total take. Sheet 25: No Comments. Sheet 26: Site 23: Need to tie the JS tributary to the lateral ditch. Impacts to the JS tributary need to be shown and labeled as Site 23A. USFWS asked if a sill and floodplain bench can be proposed for the box culvert. The Hydraulic Engineer's response was that this location is in a FEMA Detailed Study and the existing box culvert did not have a sill. Therefore, the hydraulic requirements for obtaining a CLOMR from FEMA may not allow for proposing a sill. Station 54+50 -Y4- Rt: Label as Site 25. On Smith Creek, call for streambank stabilization. For the JS tributary, place riprap on banks only. The Permit Drawing for this area needs to be blown up in order for the impacts to be seen clearly. Label Smith Creel<. Sheet 27: Site 24 Outlet: Use streambank stabilization and label as Site 24B. Sheet 27-1: Site 24: Change to Site 24 and 24A. Show impacts to JS. Site 27-2: Site 25: Riprap banks only. Sheet 28: Missing legend for Wetland Impact. Site 28-1: Site 26: JS impact should be Site 27A. Site 27: Site should be labeled Site 27A, 27B and 27C. Missing legend for Wetland Impact. Site 30: Site 28: Pull back pipe outlet and riprap. Eliminate Site 28. Summary Sheets: Subtotal each sheet. Meeting adjourned. Mitigation Plan Winston Salem Northern Beltway Forsyth County, North Carolina T.I.P. Number U-2579B WBS No. 34839.1.1 August 22, 2013 1.0 BASELINE INFORMATION Transportation Improvement Project (TIP) U-2579B involves the construction of a new section of highway known as the Winston Salem Northern Beltway in Forsyth County. The proposed construction of U-2579B involves unavoidable impacts to jurisdictional resources within USGS hydrologic unit 03040101 of the Upper Pee Dee River Basin. NCDOT proposes to offset a portion of these impacts with on-site mitigation. TIP U-2579B is located in the Central Piedmont Ecoregion. The topography in the project study area is generally characterized as rolling hills with moderately steep slopes along the drainage ways. Elevations in the study area range from 850 to 900 feet above mean sea level (USGS 1971). The project study area and surrounding area consists of low density rural, residential, commercial, agricultural, and forested areas. The mitigation site selection and mitigation work plan sections of this plan will refer to the identification labels given the affected jurisdictional resources in the associated permit drawings. 2.0 OBJECTIVES The goal of the proposed onsite mitigation is to offset and mitigate for a portion of the impacts from the construction of U-2579B by restaring the natural flow regime to the stream channel through the removal of the dam and establishment of riparian buffer areas. This mitigation will result in a total of 4501inear feet of stream restoration. 3.0 SITE SELECTION The proposed mitigation site is located within the proposed right-of-way for U-2579B. The site was evaluated both internally as well as discussed and reviewed with regulatory personnel during concurrence meetings and a field visit on August 1, 2013 with Amy Euliss of DWQ and Marella Buncick of the USFWS. The existing site conditions are described in this section. U-2579B Mitigation Site 1-UT to Fisher Branch (ONE ID #034-004) This site is located on plan sheet 19 from approximately Station 687+80 to 691+56 and coincides with Permit Drawing Site 20. An USACE Stream Quality Assessment Worksheet was not completed for this site because the site is currently a pond. UT to Fishers Branch has a NCDWQ Best usage classification of WS-III. The proposed work to UT to Fishers Branch includes the removal of the concrete dam on the UT to Fishers Branch. UT to Fisher Branch is a jurisdictional perennial stream where it enters NCDOT Right of Way. After the stream enters NCDOT Right of Way it becomes a pond that has been created by the construction of a concrete dam that is over 50 years old. The dam will be covered by roadway fill and therefore will be removed. The majority of the pond has an intact wooded buffer with some incidental clearing near the dam for access to the pond and dam. 1 4.0 MITIGATION WORK PLAN The mitigation site will be constructed along with the construction of its associated section of the roadway project. Following the successful completion of the pond draining and stabilization, the site will be replanted with appropriate native tree species. The stream restoration areas will be stabilized by planting a mix of live stakes on three foot centers and matting with coir fiber on the banks as necessary. Reforestation plans are attached and can be found in Appendix A. Native seed and mulch will be applied on all disturbed areas within the mitigation sites for stabilization purposes according to guidance and standard procedures of NCDOT's Roadside Environmental Unit. An as-built report will be submitted within 60 days of completion of the project. The Natural Environment Section shall be contacted to provide construction assistance to ensure that each mitigation area is constructed appropriately. U-2579B- Mitigation Site 1 The pond associated with this mitigation area, will be drained as part of the construction of U-2579B. The stream mitigation will be conducted within the drained pond. The Contractor will develop a Pond Drainage Plan for this pond and submit the plan to the Engineer at the preconstruction conference for approval. The Pond Drainage Plan shall include but not be limited to procedures and rate of water drawdown, sediment control measures, water quality monitoring, iish and wildlife relocation plan, shall address procedures avoiding the inundation of a receiving body of water with deoxygenated or nutrient rich water resulting in impacts to aquatic life or algae bloom and procedures for maintaining downstream channel stability After the pond is drained, a natural flow regime will be restored. An evaluation of the stream channel will be conducted following dam removal. If any stabilization is needed on the channel it will be conducted at that time. Reforestation of the stream buffer will be conducted following any required channel work. Based on preliminary measurements, NCDOT will restore 450 ft. of the stream system within this drained pond area. 5.0 PERFORMANCE STANDARDS An As-built will be submitted within 60 days of completion of the project. The As-built will document changes in the dimension, pattern, profile, vegetation plantings, and structures of the constructed channels. Success for vegetation monitoring within the riparian buffer areas are based on the survival of at least 260 stems of five year old trees at year five. Assessment of channel stability will be based on the survival of riparian vegetation and lack of significant bank erosion, channel widening or down-cutting. 6.0 MONITORING REQUIREMENTS All of the mitigation sites will be monitored according to the Apri12003 Stream Mitigation Guidelines. The following components of Level 1 monitoring will be performed each year of the 5-year monitoring period: reference photos, plant survival (i.e., identify specific problem areas (missing, stressed, damaged or dead plantings), estimated causes and proposed/required remedial action); visual inspection of channel stability. Physical measurements of channel stability/morphology will not be performed. A monitoring report will be submitted within 60 days after completing the monitoring. 2 7.0 DETERMINATION OF CREDITS NCDOT proposes to supplement mitigation provided by EEP with 450 feet of onsite stream mitigation. NCDOT proposes a 1:1 mitigation ratio for a total of 450 feet of stream credits. An as-built report will be submitted within 60 days of completion of the each mitigation site to verify actual mitigation areas constructed and planted. The success of the mitigation areas and determination of iinal credits will be based upon successful completion and closeout of the monitoring period. 7.1 CREDIT RELEASE SCHEDULE NCDOT proposes immediate, full release of the proposed mitigation to offset the unavoidable impacts associated with U-2579B. 8.0 GEOGRAPHIC SERVICE AREA The proposed Geographic Service Area (GSA) for the mitigation sites is composed of the 8-digit Hydrologic Cataloging Unit (HLTC) 03040101. 9.0 SITE PROTECTION INSTRUMENT The mitigation area is within the NCDOT Right-of-Way for the project. It will be managed to prohibit all use inconsistent with the use as a mitigation property, including any activity that would materially alter the biological integrity or functional and educational value of the site, consistent with the mitigation plan. The site will be placed on the Natural Environment Section's (NES) Mitigation GeoDatabase. This database is provided to all NCDOT personnel as a record of mitigation sites and their attributes, including prohibited activities. NCDOT is held by virtue of the permit associated with these mitigation sites and the associated roadway impacts to protect the sites in perpetuity. 10.0 MAINTENANCE PLAN The mitigation sites will be held by NCDOT and placed on the NES Mitigation GeoDatabase. Once monitoring is completed and the sites are closed out, they will be placed in the NCDOT Stewardship Program far long term maintenance and protection. If an appropriate third party recipient is identified in the future, then the transfer of the property will include a conservation easement or other measure to protect the natural features and mitigation value of the site in perpetuity. 11.0 LONG TERM ADAPTIVE MANAGEMENT PLAN The sites will be managed by NCDOT according to the mitigation plan. Encroachments into the areas will be investigated and appropriate measures taken to minimize any negative effects. In the event that unforeseen issues arise that affect the management of the site, any remediation will be addressed by NCDOT in coordination with the Interagency Review Team. 12.0 FINANCIAL ASSURANCES NCDOT is held by permit conditions associated with U-2579B to construct, monitor, and steward the mitigation sites. NCDOT has established funds for each project and within each Division to monitor mitigation sites and protect them in perpetuity. HI� �lway, Nar h CFiralinia Oep�anmer 1 01 Tnan�iponedicin `'�`� ,,.;, h IgN way Slormwater Ariaguarri "„.�7�. � 9TORMWAI9R M�IA AGBIMBINT ALA� _ (1�ersfo� 1.2; Raleasec July 20'12) FOFI l INEAIR R4ADWAIY PROJECIT; Pro ecUTIP No.: U-25798 Count ies : Fors h Pa e 1 of 5 Geinenal Prdjecl iniformatian Pro ect No.: l-257151B Ara'eal T e: Raadw Alelaiation 0a1e: 9�' 1912CI13 NCDOT Contact: :Ite hen R. Mon an, P9 Contractor / Desi ner: W. F en Wells, J�., RE Address: ry��p011 F ydnaulics l, nit Address: Sungate Design Gnaup 159q M�iil Serviae Centeii 9'15 Janes Fn�inF lin Floaid Alalei h, � CI 271EI99 R�deii h, NC �I719CIEI Phone: 919-71(17-EI739 Phone: 9'19-859-2243 x202 Email: sma �m�e ncdcd. ov Email: hwellsC�Dsun atedEisi n.ccim Cit /Town: V1 instan-;lalem Coun ies : Rars h � River Basin s: Y adkin Reie Deei CAMA Count ? No Prima Receivin Water: flea Enviiainmeintal Summa 9heat NCDWQ Stream Index No.: NCDW� Surface Water Classification far Primary Receiving Water Prima : Su lemental: Other Stream Classificatlon: 303 d Im airments: Buffer Rules in Effect Aro Desc rl t� n Pro'ect Len th lin. Miles or feet : 4.(16 miles Surroundin Land Use: Funal, Rairmlaind, :luburbain � eighbd nhoods Fra .ied Pro E�ilstini SHe Pro'ect Built-U on Area ac. ac. ac. Typical Cross Section Description: In each direciton thene will be �I 12=1oot lanes plus 'I �I 2-float future lane plus �i '12-foat paved shauldeu Hiith a 22-fa t guassec medi�m. Average Daily Traffic (veh/hdday): 0esi n,IRutune: AI❑T fan 203a is 1988C1 Existin : FIOT 11cin 2(I'I q is 5356CI Geineua I iinajecl � aunalive: V1 instcin-9alem �arlhemi Beltweiy (9aste�ri ;lectian)(Rutune I-74) Inam 19198 ta I-4(I 9us l 9� 21: an�issed Swales wene used thnaughciut the Riioject to tueat thei staumwaten. llhes e Grassed 9wedes have s ide slcipes th�d a�e 3:1 an Il�dteu, Hiitt many side slc ipeis being EI:1, haue ei veloaity duning tt e�I-Y eau Stonm crf less than 2 feet pen seeeind and have a minimum ditch length equivadent tci 10011eet pen aicre ctll imperwious aneei. In �idditioin to the aneissed Swales, Frelcirmed 9couii I-ales and 9neugy 0issipatcirs ane usec at sevenal loaations. REifeireniaes Hi h'wia �' Ncirlh CauoilnFi Depa�rtmenl af Tnanisporallon �� '� � .,.„,.,.. Hic�hwary Slormiwafeir Rrogluami .� ; 9TOFIMNIAITER MAINAGEM6NT ALA� (Versfon 1.2; Rekasa< Jul�� 2017} FCIR! INEAR ROADWAIY PROJ9CTS Pro'ecUTIP No.: U-2579B Count ies : Fors h Pa 2 of 5 Rrai I B nwircinimemifal Sumrria � S�I n ace Wa1er im cts Sheet Station Feature Water / Wetland / Receiving Surtace NRTR Map NCDW� Stream NCDWU Surtace 303(d) Type of Existing Proposed No. From / To Im acted Buffer T Water Name ID Index Water Classification Im airments Im act SCM SCM 5 28+00-Y1- y� edand LowEiry Mill Creel WS-III Ftll 5 16+00-Y 1 FflD- �Itream LoH�ery Mdl Creel 1N S-III Clulvert 5 21+5A-V 1- 9tream Loweiry Mill Creel W 81-III Clulvert 25+77-V 1- 6 501+51 -L- Stream LowEiry Mill Clree{ W S-III Clulve rt 503+21-L- 6 503+85-L- 9tream LoHiery Mill (Iree4 II W S-III Cluhie rt 509+64L- 523+00-L- 7 8tream tv a rtm Mill areek W 9-III 4uN ie rt 8 527+00-L- Clpen W ater Iv arlm Mill Creek N 8-III Fill � � 559+79-L- Stream Iv artin Mill Creek 1A S-III Cluhie rt �� 56Ui79-L- Wetlancl NartinMillCreek V18-III FIII �p 560+50-L- gtrean N artin Mill Creek N S-III auNiert 579 i 79-1- 15 61�� 8tream Kerners Mill areek V1 &III qul�iert �9 19i79-Y4HPB0- Strearn Kerners MIIICreek WS-III Fi11 21+44 -Y4FiflBIL1- 19 20+00-Y�IFiPEIlI7 Wetknd KernersM111Creel W:I-III FiVI 21+40-Y4RPB0- 19 629+95-� :Itnearn 9mrtt areek W.I-III Fill 635+90-L- � 9 636+32-L- Open W ateii 8mitt areek W S-III Fill 641+55-L- 15 6�� .Itream 8nitt qreek W9-III Clulvert 645+00-L- 15 643+56-L- Open Waler Smith Creek WS-III Clulvert 644+61-L- ' List all stream and surtace water impact bcations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. D�scr lion ot Mlnirr6za11on of Imi els aui Mi111 fion Fieterences High�Nay Nurl h Cauailnai Dep��rl meM anl Tiiansportallon l` `� � .„,,, .r Hic�hway SlormwafEni Pnograrri � w.r,7��.' .ITORMWpITEIIFI MA� AG9ME� T PLAN �"`` �^��'� (\�ars{on 1,2; Release� July 2017} FOR LINEAIR ROAIDWRIY PROJECTIS Pro ecUTIP No.: U-2579� Count ies : Fors h Pa 3 of 5 Arcijecf Eniuinanrr�irnal9umirtiaryl 5lurface Wateu imi c1.i Sheet Station Feature Water / Wetland / Receiving Surtace NRTR Map NCDWO Stream NCDW� Surtace 303(d) Type of Existing Proposed No. From / To Im acted Buffer T Water Name ID Index Water Classification Im airments Im act SCM SCM �� 663+65-L- �Itream Fishen 9rancl W:I-III Nill 667+00-L- �� 667+15-L- �Itream Fisl era 9ranch WS-III Clulvert �� 668+50-L- y�etland Fishens Brancf WS-III HIII 19 687+80-L- Clpen Water Fishers 9rancf W9-III Hill 691 +59-L- 20 22+50-V1- y�etland LoH�eryMdlCreel W9-III Hdl 25 40+SU-V4 y� eUand .Imith Clree{ W S-III Fdl 26 45+65-Y4 �Itream .Imith ClreaF 1N S-III Clulvert 27 80+50-Y4HPBID- �etland flmith Clrael W 9-III Fiil 81+51-Y 4HPBD- ! 27 37+31-Y4FiPEl- gtream .Imith ClreeE W S-III Clulvert 28 29+16-Y4BPC- aPen W ater .Imlth ClraeM N 9-III Ftll 31+12-Y4RPC- 28 107+34Y4 gtream Smith CIreaF W SI-III Quhiert 30 �� 90-Y4- W etland Kernens N dl areek H S-III FIII 30 �'19+92-Y4- Wetland Kerners Nillareek V18-III dleanngl ' List all stream and surface water impact bcations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Desari tfon al MlNmizallon of Im acts cir Miti tiar RelEireinces H1gi1�Ma ` NaKh Clanaiinia D�partmenl of Tnanspor alfan -� ,.,...: .,., H ig�hway Slarmwaleir Finognami �� SITOAI4 VIpR9A M�I�AGEMENT RLAN �`��°""�'� (Versbn'1.2; Releasad July 2012j FOR UNE� R Ral IDWqY PfIWE QTS Pro'ecUTIP No.: U-25798 Count ies : Fors h Pa 4 of 5 Arefcirmed Sccwu Ho es and Enemc Dlsaip�alcirs Pipe/Structure Sheet Energy Dissipator Drainage Area Dimensions D10 V10 No. Station T Ri ra T ac Conve ance Structure in cfs f s 9 476+50-L- Ahprap Energy Dissipator Q�aas I 31.80 Pipe 42 63.0 3.8 Ba s in 9 28+10-Y1- FiipnapFlpronlPad Cllass'B' 0.22 Pipe 15 1.2 2.4 9 42+50-Y1• PNBF Cllass'B' 1.26 Ripe 15 3.4 10 556+50-L- Riprap Energ�� Oiss'ipator Class I 34J0 Ripe 42 47.d 3.4 � Basin 10 558+30-L- PNBF Cllass'B' 2.59 Pipe 18 3.8 15 16+50-Y4RPBI[]- flFSF Cllass'B' 0.48 Pipe 15 2.5 2.3 15 19+; 0-Y4FIIPBI[]- HFSF Cllass'B' 0.60 Aipe 19 3.1 2.: 15 2�I+OU-Y4FIIPB[]- HFSF Cllass'B' 0.36 Aipe 19 1.9 7.0 15 28+UA-V4HRBL1- PFSF Cllass'B' 0.21 Pipe 19 1.1 1.9 19 A87+9U-L- PFSF Cllass'B' 1.35 Pipe 19 �.�I 20 19i2;-Y1- HFSF Cllass'B' 0.95 Plipe 1:1 5A �.0 21 50+99-V 1 Riprap Alpron I Pad Cllass'B' 3.10 Pipe 18 10.6 9.�1 21 92+69-Y1- RiprapplpronlPacl Cllas�'B' 1.3A Pipe 19 4.5 2.8 25 39+00-Y4- RiprapAlpronlPacl Cllasa'B� a.ea Pipe 15 2.3 2.2 25 43+00-Y4- flFSF Cllasa 'B' 4.91 Pipe 19 4.1 2.8 26 46+00-Y4- RFSF Cllass 'B' 0.88 Pipe 15 4.1 2.8 26 50+35-Y4- Riprap Alpronf Pad Cllass'B' 4.9�I Hipe 18 2.'I 2.1 27 57+57-Y4- Hipra p Plpron 1 Pad dlass 'B' 4.�I1 Hipe 18 1.A 1.9 27 60+90-Y4- Pliprap Plpron! flad Cllaas'B' 0.30 Plpe 18 1.2 1J 27 63+35-Y�I- FliprapPlpronlPad alaas'B' 1.00 Hipe 18 9.8 2.6 � Y�s � No Have minimum design criteria, as presented in the NCDQ�T Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA HEC-14 (July 2006), been met and verified, as applicable? If No, provide further explanantion of why design criteria was not met. Adcliticir al Comrr�iMsi ' Refer to tF e NCIDOII 9est Management Pra aUces loolbo�i, Vension 1(h arcf 70U A), NCDOI Standand Ddlta ils, the Federal H igh way Aldmmistration (FF WFI} Hy� rauiic E ngmeering Circuian Na. 14 (HEC-1 a), If ird Edrtion, Hyc nauhc Des ign of Energy Oisaipators tor Clulverta and Clhannela (Jul�� 2006), as app6aat le, for design guidance and antena. �l i� hHAa , NaiKh C�ncilina Depar rr�iM of 1 ranspqrtatian �'' ��y . .,..,, F ig�hway :Itairmiwaten Araf�raim �.� S70AMW ATER MANAGE N 9NT RLAN (�larsbn 1.2; Refease� July 20'17} FCIN ! fNEAF ROAIOWI 111 RRCIJECT9 Pro'ecUTIP No.: U-25798 Count ies : Fors h Pa 5 of 5 Pndcirmed Scaiun Hcdeis and B neirgy Olssiq�alars Pipe/Structure Sheet Energy Dissipator Drainage Area Dimensions 010 V70 No. Station T Ri ra T ac Conve ance Structure in cfs f s 27 40+00-114FiPEl- RiprapPlpronlPad Cllass'B' 0.41 Pipe 15 2.1 2.1 27 71i33-Y4- RlpnapplpronlPad Cllass"8' 0.62 Pipe 18 2.4 2z 27 79i14-Y4- RiprapAlpronlPad Cllass'B' S.84 Plipe 24 18.5 30 141i19-Y4- RiprapAlpronfPacl Cllass'B' 2.80 0itch 9.7 3.A 31 80+00-Y5p1- Riprap Energ�� Dissipator (Ilass I 8.39 Pfipe 24 22.7 8.7 Basm ❑ Y�s ❑ No Have minimum design criteria, as �resented in the NCDmT Best Management Practices Toolbox (2008), NCD�T Standard Details, or FHWA HEC-14 (July 2006), been met and verified, as applicable? If No, p�rovide further explanantion of why design criteria was not met. �Idc iticu ial ommEmt� ' Hefer ta tl e �CIDO�I 9est Management Praatices lbolbon, Version 1(March 2008), � CDO7 Standard Detalls, the Federal Hig�f Hiay Pldmirnatration (Fh W fl) F ydrauha 9ngineenng Clircular N o. 1�I (F EQ-14), fl inl 9dition, �ydraulia qesig�n a( Energy OisaiF ators for Clulverts and Qhannels (Jul�� 2006}, as appliaat ie, tor cle sign gwdance ana antena. � See Sheet �-A F�or I ndex of Sheets � �- ,_ � .� �--, � - � - - 1 ° - � �' - - � � VICII�ITY MAP / �� \� � BEG. PR OJ. U-2� 79B -L- S TA 4 78 + 00. 00 � �a ,� SITE 3 E1VD BRIDGE ; -YI- STA. 35 + 26.34 BEGI11l BRIDGE -YI- STA. 32 + 93. 77 SITE 1 ��, ,, �, 11 a� 3 L �S / � � � � O `~ %� �� v� �� v � / �� LOCATI011t: WI1�lST01� SALEM 11tORTHERI� BELTWAY (EASTERI� SECTI01�) (FUTURE I-74) FROM US 158 TO I-40 B US/US 421 TYPE OF WORI�: WIDEI�II�G, GRADII�G, PA VI1�G, DRAII�AGE, SIG1�I1�G, SIGI�ALS, �\�'' � ,�� ,�� C UL VERTS A1�D STR UCTURES. ► 0 W� YZ ��Q ��pwp E11tD BRIDGE N -� � � � -L- STA. 585 + 60.73 W�I O�� BEGI11t BRIDGE � U� °Z O SITE 9 -L- STA.582+85.67 Y �;; � i; E111D BRIDGE �' � PERMIT DRAWI NG SH EET 1 OF 64 � � -L- STA. 557 + 98.01 ,�� i,i} EY4RPAR � AE19 + 00. BEGIN BRIDGE i!� i �� -L- STA. S55 + 73.00 Q!I � I; BEGI11l BRIDGE >" �� r�\ E111D BRIDGE �' 4 R P A- S T A. 1 5 + 1 9. 2 4 SITE 8 M�� i,i i� R �R K IN SITE 31 %�l � �� Fv�� 9 �� , � �� Z� 8 _ , ' < �__ � �'M►u + ` � ��p�,� R CREEK STON �SALEM -L- ��11, � -Y4CD- STA.34+68.98 SITE 28 ��- BEGIIV BRIDGE NQR�,y -Y4CD- STA. 31 + 63. 73 FRH e SITE 30 \' I F� SITE 14 , 3 �'�Y SITE 25 � _ ,: ��___',�Q �� _; � ;� s�,o `�� J��,�� j /, i ; : ,_ � � _ -, �� i ' �� BEGIIV BRIDGE Q�� -�� l' �'� � -Y2- STA.18 + 99.25 r ��'� Q.4 S ITE 11 E111D BRIDGE �; J O / ` , 4I.18 �� SITE 12 ` ` SITE 10 !�F '� � cTY�FRs� TF � � l��l� SITE 5 SITE 6 BEGI11l BRIDGE �'� � SITE 13 Y4RPBD STA. 25 + 40.00 E1VD BRIDGE � S I T E 15 S I T E 4 �� -Y4RPBD- STA. 27 + 80.00 �� '�o BEGI11l BRIDGE S ITE 2 6 SITE 2 ��,��°sL 1� ' l� � WETLAND AND SURFACE WATER IMPACTS PERMIT A PORTI011t OF THIS PROJECT IS WITHI11l THE MU11tICIPAL BOU11lDARIES OF WALKERTOW11t A11tD KER11tERSVILLE �CLEARI11lG 011t THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III U STA. 627 + l3. 78 E1VD BRIDGE -L- STA.630+I8.74 SITE 27 BEGI11l BRIDGE / -Z� STA. 64l + 70.8� E111D BRIDGE -L- STA. 643 + 82.64 si ��✓�^�'� � , , � �_,� � �� ,� � b�1, � �, � �` �� ti � � � � �� O� E1VD BRIDGE -YSA- STA. 69 + 53.11 � BEGIIV BRIDGE -YSA- STA. 66 + 78. � SITE 29 0 i �r' //"'O `, '� i` Q� �,�`�� ' � � SITE 18 BEGIIII BRIDGE -Y4RPBD- STA. 5I + 70.14 SITE 20 -Y4CD- STA. 45 + 76.53 E11tD BRIDGE -Y4CD- STA. 47 + 88.32 SITE 24 E111D BRIDGE $ �'j' E � (� -Y4RPBD- j STA. 54 + 72.30 BEGIIV BRIDGE -YS- STA. 22 + 95.35 E1VD BRIDGE -Y5- STA. 24 + 06. 99 SITE 17 BEGIIV BRIDGE -YS- STA. 26 + 62.28 E111D BRIDGE -Y5- STA. 30 + 97.13 �� SITE 19 E1�D PROI. U-2�798 -L- STA 692 + 32. 98 � �� ,� � � I IDEIVTITY � � � -YS- POT Sta. 45 + 00.00 LB =�� O� O -YSA- POT Sta. 45+00.00 LA � � � (� �N�� END BRIDGE � � DO NOT USE FOR R/ W ACQUISITION �I'BD- STA. 4� + 17.13 -Y4RPBD- r ��.I��N�� .�N� E r DO NOT USE FOR CONSTRUCTION + 04.00 � Prepared In the Offlce of: HYDRAULICS DIVISI01� OF HIGHWAYS GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH E1�GI11tEER STATE OF 1VORTH CAROLII�A DI T�ISI01� OF HIGHWA YS 50 25 0 50 l00 ADT 2010 = 53,560 LENGTH OF ROADWAY PROJECT U-2579B = 3.86 Miles. l000 Birch Ridge Dr., Raleigh xc, 27610 �� a�r�p� �� ADT 2030 = 79,880 LENGTH OF STRUCTURE PROJECT U-25796 = 0.19 Miles. 2006 STANDARD SPECIFICATIONS �� Q� PLANS DHV = 10 % TOTAL LENGTH OF PROJECT U-2579B = 4.06 Miles. � � SIGNATURE: g 50 25 0 50 100 D= 60 % RIGHT OF WAY DATE: TONY HOUSER PE � � PROJECT ENGINEER ROADWAY �� T= 18 %* J U N E 19, 2 012 E1VGI1� R �� Q� �� PROFILE (HORIZONTAL) V = 70 MPH l0 5 0 l0 20 * TTST 12 % DUAL 6% LETTI11lG DATE: LEE ANN MOORE PROJECT DESIGN ENGINEER FUNC CLASS= INTERSTATE OCTOBER 21, 2014 pE PROFILE (VERTICAL) SIGNATURE: STATE HIGHWAY DESIGN ENGINEER N Z � N 1 w � � � E-- W W _ N O O -i- N r— N � N I J � W Z J 2 U Q � DETAIL #4 LATERAL 'V' DITCH ( Not to Scale) I � � Min. D= 2 Ft, b= 5 Ft. FROM STA 511 + 75 TO 512 + 50 -L- LT FROM STA 512 + 50 TO 513 + 45 -L- LT � � ,- , � -so�� , = . . . ,,- , ,, � , �� -' , _ �, �\ . � � -' �3 , , . • �� ,s �� -- ROBERT J. DILLON ILENA B. DILLON GOSPEL LIGHT BAPTIST CHURCH MATCHLINE - Y2 - STA. 15 + 61 SHEET 22 SPECIAL DITCH GRADE SEE PROFILE FOR GRADE ��j� / JAMES DAVID DILLON � � � / �� ROBERT JEFFREY BARBER / � � � C , � MqTcy��A, � � 'v� � y2 , Srq ?4�8�sti \ ��r 23 �rn _ _ 1�° ��-- ; , � ---- � ---- , GR � --- , � DENOTE,�� TEMPORARY IMPACTS�h�J SURFACE W DENOTES SURF�CE MP�CTS IN �,TER DENOTES FILL I WETLAN D LJI V 7 � VI`IJ EST 185 SY FF SEE DETAIL#b FROM STA. 522+42 TO 522+45 -L- LT \ � � � , , � PROJECT REFERENCE NO. U-2579B RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 7 HYDRAULICS ENGINEER ��T��$i�' �� D� IV�'JC �J�IE 1F� ��N�7Cff8gI�`I°d�N PE RMIT D RAWI N G SH EET 9 OF 64 FROM STA 522+00 TO 523+20 -L- RT FROM STA 522 + 60 TO 523 + 50 -L- LT � F�- W W _ N N �O + � N N � N I J � W Z J _ V H � N Z � N 1 w � � / � � � �� - � � � � � ' �V � � I � � . , 1 _ � � �� J �?' ', � __� j / _ � � I 4 IDETA � � �"` , � � � �� LATE%RAL 'V' DIT�CH � ��\ (�Not �o Scale) � � � / � �v�NS > . � / � u� � � . _ ` �� Naturol � ��Ground 2,y � p 2\ I"/Ft, I �� Min� D= 2 Ft. �,� � b= 5 Ft. �� FRO��v1 STA 511 +�TO 512 + 50 -L- 1T FRO�v1 STA 512 + 50 ZO 513 + 45 -L- LT � E-- W W _ N O O -i- N r— N � N I J � W Z J 2 U Q � � � ,- , -' ; .--�s��— . . , ,, � , �'� � -- ,_ �, �\ . �-.� �-� �3 . . . . �. � �� '��-- � l � � / GOSPEL LIG�I�` T ; BAPTIST CHU�2CH Fill , Slope �� l `v' � SPECIAL DITCH GRADE � SE�P,R,OFILE FOR GRADE, 1 �.�.-,'�� ;� ,� , �, � , , MATCHLINE — Y2 — STA. 15 + 61 SHEET 22 ii � i � , � � m � � �� I . , ' �� rCn I , \ � �,I `'' ', : I � �� , � v I � - --------1 ° � ,, � � �� II � -� - i � ,,� ��----- --GR_------- ---' � __ _ / � � ; �,ri �, _ D, ��.� _ � i � , � . � � � � i �� / � , � �� - �, � � / � � � � �� \�� 1 , I s�� ,, 1 � � s�� e I I 1 � I � � 1 �� , � � � �� `' � � ENOTE,��`� TEMPORARY �� i � �� I , PACTS�� SU��RF��CE�� WATER r �� DE�,NOTES MP�CT� IN ' �N � \ SUf�F�CE TER � � � � �� .� �'� � � �� DEN� TES FILL I � � \ � � \ � - F p � � � �� V�ETLAN D � � ` � �� l , � , \ \ � � � � , A � � � �� I � �� \ � . �� ► f�ENO�S MECHq� IZED �� 9e�\ � � � � � r�i �eQi�ir_ 1 . � � � � PROJECT REFERENCE NO. U-2579B RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 7 HYDRAULICS ENGINEER �� D� IV�'JC �J�IE 1F� ��N�7Cff8gI�`I°d�N PE RMIT D RAWI N G SHEET 10 OF 64 / ,� /� i I � / / � � - � - � �� ;� � � � � i ; � �� ., �� ` \ � � � ('� � r / � // , I /�� ( [ � I � / % / l�E PROTECTIQN W/ � e�6 \ � \ �� w; ; / j / / % f � I / � � CLASS „B„ RIPRAP � \ � \� / / / , / //� C / ' / � / '� � ESTT185 SYO FF ' \ \ \ \ \ \ / / / � I � � / � / / � i � �� r� SE�' DETAIL#6 � � � � � � � � m � � � � � � � v�j � � � / � � � � � � � � � � � � �ss_ �� / �n m � �C� M � � � � � 11 � �/ � -� � � � , � � � � \ � � � � � % ' a-� r �I �I / / 0 � l � � � � / - -' ' 1 � � ; �� ; � � � � � / � � / ' ; � o � /� �JAMES DAVID DIL�LON / ' � � m � �- - — � �� 0 � � � � � � � � / � � � � , m '� � � r // � # � / � ROBERT J. �ILLON o= � � � J/ STANDARD BASE DITC+I TOETAIL #-� / DETAIL 9 , � � DE _ � � � �� PROTEC,TION ' � J 0 / / I �.\ � ILENA B. DILLON � � / J � / � � � C � / � � � � � � � � � � �,� � / / � ( Not to Scole) ��' �,,� ot to Sc�le) / � � � � ( �� G� � � � �- � j � � ROBE T JEFFREY BARBER � � � � � � / , � � \ � Noturo� � , � �ao��d� �aturo� _ �� Z��F.� Fi�� / � � m � � � � Ground � ,�., / � � � / � p P'( Slope � ,i � � m �� , r � � ;. � � � � /� � � � ' Ground ; � F�, � �� / / _ _ � � � � ' � C / �� /� �' / � ° / ' � � � � � � . � ; = �- � � � � � � � Min. D= 2 Ft. � � � Fi�ter ' / � � � � n�a. B= 3 Ft. � , d=; 2�Ft. Fobric% �, � � � � � � � � � \ e �`— , � � � , � , � ; ,/ � l � / � / % � � �� I ` � � � � � '�R�@M--S�A, �22 + 42 JA�522 + 45 -L-�CT � � - -- J � - -- � � � l � I ,; � � � � � \- _ � �` T � - - - ?� B� Rip-Rap / / / � / / / ype Q`f Liner- Clas / � � � �, C � � � � � i � � � � � �� % - FRO, STA 5,22+�0 T<� 523+2 �L- RT � � / � / / � I � J � ° / -- � � � /�� " � F�CSM STA �22 +60 TO �3�-� -L- LT �C / � � � � � � � � � � � � � , /yl�N � � m � � � � �– � — —� % ,%�' ' , / F � � � � - -- � _. I � � � � I � / � ; � y2 ,r , � - � - �sr � �� \ � i / � _ � - - --� / � A.�4 � � � � I � % � � � � � 0 �g � / � � � — % `�� I � � �, � � � � / / / l � � � / � � � - -- � � � ; �FT 2 I � � ! � � � ,n' � � _ l � 3 e __ ,- , ; � / � � - — ; � — � / — - --- � —�;�,. — �- � � � , �� F�- W W _ N N �O + � N N � N I J � W Z J _ V H � N Z � N 1 W � � �� 1 _----------------- ____=-----------------__ --____ DETAIL #4 LATERAL 'V' DITCH ( Not to Scale) Natural � � I Fill Ground 2y D 2� I'/Ft. Slope Min. D= 2 Ft. b= 5 Ft. FROM STA 18+25 TO 19+25 -Y4RPD- LT � r W W N � � �O � �O Q H N I J I W z J _ U 2 DETAI� #6 TOE PROTECTION ( Not to Scale) d= 2 Ft. Fobric Type of Liner= Class 'B' Rip-Rap FROM STA 659 + 00 TO 661 + 00 -L- RT DETAIL #12 LATERAL BASE DITCH c Not to Scole> , Ground �r/ p ZJ I'/Ft. - -r- d Min. D= 2 Ft. Filter J g Max. d= 2 Ft. Fabric B= 2 Ft, �When B is < 6.0' b= 5 Ft. Type of Liner= Closs 'B' Rip-Rap FROM STA 657 �, 60 T� 663 + 80 -L- LT � � ��_ . �� : ,.��, r��`��—�-�i�`-v � - - - I-U E - 38 PG 142 / EI�-�� 1 � _-___---- _-___---- ��E - - - - _ _ - - - - 30'ACCESS EASEM� —E --- ---- — — --'— -__- -___--- Q --E - _________ ______ --_ � - �r�-' „�"'�ti,�`�r'- ____ --__ � �� - _ E � __--- - -� - — � . _ ,�`1-�X � � DENOTES FI�� WET��ND � DENOTES , SURF�CE IMP�CTS. FROM STA 663 + 80 TO 666 + 70 -L- LT � M GROUP (�GK. �L,C �� PROJECT REFERENCE NO. U-2579B RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 17 HYDRAULICS ENGINEER �� D� IV�'JC �J�IE 1F� ��N�7Cff8gI�`I°d�N PE IT D RAWI N G SHE T 26 OF 64 N Z � N 1 W � � � � � � I � I I I � - �I ; "'� � -- - � � \ -- \ ' \ � � � _ -- � \ � � � �� ' ---- , � � ��—___—_a�9---- ---�,eg � \ �� I l — \ \ � � �� \ GROUP � GK ��C . 1 � � � �� \� \ �� __ � I � \ � � - �� - � � �� _ � � � \ � _� \ / w � � � � � � \ � � � i � � \ \\` � � � � �� _ � � � \ � � \ \ � Q � , \ � �' � � � � � � � � � � � �_ � � .,. � — — — � �� A � � � � v��'� � ' i �; � � � � � � � r � � � � � � � � � - -- , � , \ � - _ �_ -- � o I � \ \ \ � \ � \ ' —_____- ----- I � � �_ o ; _ , \ , , � � � � � . � � I I �� , , , ; ; o � �� _ — ,, , � � , ` ,_ - D E f� � I � � � , ��, . , , -,� � . ------------ , .;> , � �— ___ � � F F OTES F7�� IN , � � `� � � zi , , — ----� _ �, — — , � -� . -_ DETAIL I2 � -— _ WET��ND I I a,1 I�', 0�-,1 ' � \ - ------------- �_--- � ---' . . � a .---- � ET RICI T E C T�10 N, _ ---- % I I �', �� r ,, I ` � # � � I ( Na� to Scole> �� _ ,- - - �� LA�ERAL BASE DITCI� � �� ETQ,�L 4 �� ( Not to sca�e) • b � — �� % / � � � � � �� ' � � \ j�� Fill � � I � � � � LATERAL 'V' tTCH � '� % , — - � , �� I � '� (�-�to�sc�) � ,� ��O��R Fiu Natura� � I � I �� s�ope � _ � � � � � �, ' � \ ;� � � �� % . Ground ` , . �•� � / Nat,�ral � Z �� Slope �� d / �� p �,. Ft. �� 1 � � �� / � Ground F�,p' -_ _ J �NOTES 'IMP,�CTS � Min. D= 2 Ft. � � � �Fill d / Filter.- -- � ' �� _-� I - B Max. d= 2�Ft. �. t ` \\ � ' �latural - Slope � ' F-iter ' F�br'c - BOBBY GORQON Ground 2y .,p Z� I'/Ft. obric When B' is < 6.0 b 5 Ft: , 1 I _ r�. . d- 2 Ft. /� ' , S U I� F� C E' I j BETSY ORD0�1 ',� � . Min. D= 2 Ft. ' � , � , , � � � � � � �� / -" , � � � � � � � �� b= 5 Ft. ;� � � � Type-of Liner- Class 'B' Rip, Rap �ype of Liner= Closs 'B' Rip-Rap � � � � � � � � � � � � � i � � �- -- �� ' � � �� - DEI�OT � � _ �3�I�ED i �� ''�� Ff�OM STA 6�9 + 00 TO � 661 + 00 -L- RT � FROM STA 657 60 T�� 663 + 80 -L- LT �� ' FROM STA 18.+25 TO 19 + 25 Y4RPD=" LT � �� '� � � � � _- - � �� . f ��;��-��`-�� C LEARI N C� I� LATERAL 3' �ASE ;DITCH i� �� _. ,r`-, _�-, ,J,., � _ f, : ;:��. ,�� C. . � i . ,.,. ..,.. :. . .. � � ' � \ �\ � r W W N � � �O � �O Q H N I J I W z J _ U 2 � \ � � . c -. E — . - �' . ,, � ' _ - ,,- ,�' � \\ �E��__ _--_-- _-,- EIP,,- =�� \ � ti, ________ _ _____- � � -- ------- —153a P� � �, � 30'ACCESS EASEMENT DB E E �----_-_-----�_--_ — _ _ _ — � / -- � �` -- \�—E / / ` � ___--_- -____ -_ � — � �"��'� � — ------ _-- — � � � , __ __ � � _ _ _ _ �,�`�, ___________ ____ s _— � ��—E � / / --__ — — � -- -, � �� , r � � � � , �`�-�X � _ � � \ � STA 663 + 80 TO 666 + 70 -L- LT�- \ . /l�l ... .. V �� ---� �� - � � �� `; � _ _�y.�� _- � � � � � �� - --_ ,\ �_ I I i � _� � �� I - _% I � � �� %' ,. _ I / \� I �� S� _ PROJECT REFERENCE NO. U-2579B RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 17 HYDRAULICS ENGINEER �� D� IV�'JC �J�IE 1F� ��N�7Cff8gI�`I°d�N PE RMIT D RAWI N G SHEET 27 OF 64 N Z � 1 W � � PROJECT REFERENCE NO. SHEET NO. U -2579B RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �� dJ� N�'li` U�]E 1F�F8 % W A��Td��°d�N �� Il�� Iai�°Il° �J51E �'� 4��N�'JC][8�TC1"d�N PE RMIT D RAWI N G SHEET 28 OF 64 � � � � � ii ii i i i � I I I I I - II II I I I I II II II I I I I I I I II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _l I_ I I_ I 1 - - - -- - - -- - -- - - - - - - - - - - - - - - - - - - - - I I I. - I I I. -e� - � - - - - - - - - - - i ii � i _ _ _ _ �- _- _ � � � E i ii _ _ - _ _ _. _ _ l� _ � - - - - _ _ _ _ _ _ _. :�_ -i i-i � _ _ 1 _� B I - $�# . � -� � , _ _ I- I ` - - _ - . - - - 4 .-g- - _ _ _ _ _ _ � , - 0, R � - � - - - �. - -- _ __ _ _ _ _ _ _$. • I I. I � - - - - I _ _ _ -- - __ _ - - - - �' _ I �_ � 1 _ - - - - - - � � � � _ . ; , �- - - � _ - � � i _ - - �_ �. �� - _ _ _ _ � - - �- � _ _ _ --- , - _ _ - _ _ i . . ,, _ _ _ -- - � � , . , , , � --- -- i- T € - - - --- - . , , , ,, , , , - - _ .. - -- � _ _ - _ - _ _ _ . - 1_ - _ � _ _ _ P_ � _ _ _ _ I N Z � N 1 W � � � / � / � �� 0� G� �S � ,�� vP �N� � GRO ��SP NN � GR�� / y PQ�� G�P ��p� � S.NP�.S�1. PN��p� DENOTES FI�� IN WET��ND DENOTES MECHANIZED CLEARING �.. NCDOT �REBECCALHWE WEAVIL� GLENN D. HART PROJECT REFERENCE NO. U-2579B RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. �8 HYDRAULICS ENGINEER �� D� IV�'JC �J�IE 1F� ��N�7Cff8gI�`I°d�N PE RMIT D RAWI N G ,SHEET 29 OF 64 � � I N �, -- --- -._.. ._ _. •When B is < 6.0' F3= 4 F t. � �� . �- � � �. r EST.125 TONS a W/313 SY FF Type of Liner= Class '�' Rip-Rap z FROM STA. 668 + 51 TO STA. 668 + 53 -L- � FROM STA. 667 + 88 TO 669 + 14 -L- RT b N � '� n _ r Z rn I r I (/'� D o� o� � + 0 .� � 2 rn rn � � �o N Z � N 1 W � � G�OVQ �N"" �o � P PQ o�� `' � �G � �S.�p �1G. �PN S\,��A G�pvQ `N �N �. , P ��`�`�� _� _` ` / 1 N — — � �_, � � �� . � � � � � � _ � \ � � ,q�,m� � � � � ( � � � � � � � � � � � , � � � � � �� \ � � � _ , \ � \� \ \� � � \ � 1 � \ \ \ �� \ � ��, � � � � � � � � ` \ � �--� � � � \ , �� —�� , � � � \ / � ` \ � \ � � \ �\ - � � �� \ NCDOT � � � �� \ WILLIAM LEWIS WEAVIL �� ,, \. � ` �, � � � _ � � � � `�, REBECCA HINE WEAVIL DENDTES FI�� IN �� \ � � ,� � � � �� e � GLENN �. HART � � \ \ \ WET��ND _ � \ ��\ \ � \ � � � \ �� \ �� \ � � � , � � � DENOTES MECHANIZED � �� \`� � � � � \ - CLEARI_. � `�, � � � � � , �. I . -- - � ,\ � � � � � � o � ��" ` � 9 � � \ �� ° a � � � e _ � __ --- ��e, , � \ �� i , � � �, ' \ ` � - - ,-- � , � � � \ �\ \ � , � � � �--�— � \ \ \ � � \ � � � ��a , , � � \ \ \ \ \ \ � �—� � � \ \ \ � � � v � \ � v � v � � I I � � � � _ A V � � � \ � � � I � � �� \ � PROJECT REFERENCE NO. U-2579B RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. �8 HYDRAULICS ENGINEER �� D� IV�'JC �J�IE 1F� ��N�7Cff8gI�`I°d�N � � N _ � � � '� n _ r Z rn I r I (/'� D o� o� � + 0 .� � 2 rn rn � � �o N Z � N 1 W � � PROJECT REFERENCE NO. SHEET NO. U -2579B RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �� dJ� N�'li` U�]E 1F�F8 % W A��Td��°d�N �� Il�� Iai�°Il° �J51E �'� 4��N�'JC][8�TC1"d�N PE RMIT D RAWI N G SH EET 35 OF 64 N � N 1 w � � ' r� �I ti. s � � r� �� O ; NS N� � N�n �c�� O � N W �.�..� c=i� � M � Q N � � � � W Z U H � . _- - , � � y- �_� . .. _ , � � - � \ / 1 - --- \ � - - - � .,, --.....� � \ � \ •. � � ;\ � � � .., � / �....,' ��...� , ��,�. � . . ---- --- --- - - � � � , , , -- --- ------- - _ _. " --- _ � � �� . � , � . , ., � . i . , . . . _ _ _ -' � � � - ' - i � � . � - , � �� 1 � � � \ - � i� � � �� - - - - - � _ l I , \ ,, , ' PON� \ 1 � � S � � 5`� ,-"" , `-� `�, \ � � �, dETAIL #I6� � �6'�TAIL #I7 ��- -� _ �3 � \\ � . ., ,, � -� — � � , � � � � � DETAIL � � ��, A w.E. 855.6 ` � , � � � � � ' � � � � I � � I �TANDARD BASE DITCH �- � = -- - - � -- - , � � ; GR � � � ,� � � � � � E�ARTH BERM , � � L�;��RAL�AS�-91TCH � � ( ot to Scale) ( Not to ScalP� \. �� S / � i � � �� / � .aem� — � � — ._ � _ �� Ot t0 SC41@) � � � � � � ,�� , � ; � �� , I � ' � I � � � � � � - � � � , �' /� � � � atural � �- � /'-�ural _ � � �� Fi � � , 5, J � � � � `-- ��\ \�ti� � � L �� / , i � � 862.0' Grpq nd 2,y � G�n�- �� p \ � � \ _ � � �\ ' I i NV/ T � / 1/ D-� atur � \ Slo e � � \ � � g P� ; , � i � �s � � --� � � � 1 ' � � � / � � � d � Ground :/ �`�• �1 � � � di�' � � ' _- � � \ �� 1 � i �� T� - V � � �� i � I� � � � e � � � � � , P � I ' � � � 3� i `�% � i�ter Fab�ic g in. � Ft -- -� B-� Min. D= Ft. '9 � � � � � � � � � �� 'y � � � � ' 1 I � � a � � � � � - � � ��I � � 1 � ; ; �1G. N.G. '�� a� d= . Ft. � � �--'" �� 2 Ft� \ � � � � � � � �� CONC / � �� \� � hen B is < 6.� / ts= 3.�t. � -- - � �� b= �t. V A, ��% � `��!�� E T �'� P R��R �� r � — \ ,�, � , � N � MOA _ �� . '�- / �, � ! � i �, , , � � ' ' \ � � ' ��, � � � � �� FROM S 3+ 85 TO 4+ 50 -Y4- L �� ' �` � � � � � p � � � � STA.4�+93 -Y4- LT � TY ass 'I' ip-Ra ^\ \� � � \V � � � � �� pe f�Liner � T J / I 1 � ' � 1 � � MT�� P� � ' � R ' � , �i8 T 47 + 3 -Y� LT � 'sb� � � A � v � �� I�'J SU RF�C ; � � � _. � � , � � � , � � S 4 - - -_ _ , M T � � % � , � ' L I i I I '�� CANOPw � �\ �- � p % � � V �\ � � � - n o , � � , I � `� � �� - - ,- _ , , _ - , , ' � ti� �I II� �� ' l --- , i� ' � _ -- / � � / __ �v� , , , `� � _ � � ' I � �C.� � � POND �'��, � � ` � I � � �I i ' �, � � � V � ` � I I � � � � � � � -- � � � �� - , � . , � , 8557 �'�y�1'I � � � � � - � � � � � �� ! - _ E. ', � � I � �� ' �� - � � � . � � �. — w� , , � � �, � D�'E N 0 I M�P �� T �� f��J � � — � �— � , S � � ' �, , ,� � , l � � _ �, r , , ,� , � � � � , � � � � � � ' � \ � � � , � � � �� ; � � � .� � , ; '� , , / � � � � � ,�� - - � i I i � � I I � V � / , , �J i � —�� A , �V � �� , � � � � � � � � i � , , � �� v � , � � �y . � ,, — - � R�F � �C � Wl� F�, , , ; � � � � .� � � � �e � _ � ' � ��, A \ t _� > � � � � � � '� � � ` � POOL � j ' ! ' `, �' ' I � ��' � � ` � � � � i � •' �� r �� , � � � � \ / I � \ \ � , , ,, � � _ ; . � � - ,�� , , �' �� , ` ; � �� _ %� , _ � � , � �� ,� ; � ;; �� i !� � � \ � � ��-�- � — _ _ ; , — ; , - i / ,�- , e � � \ � , _ ,- � , _ � , � �i _ _ , , . � , � � � , ; , , , _� S� " � ` � � � � �� , '/ � � � � , � , W D �j/ ' ' �� , � � yq � _ _ , � � �� , , � � � � � � - V � � �-- _-� / , A �. � \ � 1 --- - �-t�- � _ � � � � � �1 i l � � , �� - � \ � ��\ � � � �� _ �\ � � _ -- , �� I � � HAROLD D VID KIN�, JR: � � �� \ ;,,,,---__ _ --- � ��m ,-� � _ � � \ � � � � � � . . . , , 1 I , � , , / I � . � � � `�� / � � � � � � �� -;N,,� _ � � � � � �^� �� % � � � � / � � � � � -- � � � � �' � � � � � � -- i � � � � �- � -- � ,. � �,�� -�� ^�� ; %� ' , � i �� EN HOULDER BERM�"GUTT�R � � __.- �- �� '�� I � � " ''� � � ��' .rae� � � � � / � _; . '�, � � i -� �� ; ! ; � \ � � � � � � � , � %� �� \ TA� �-66--Ya-�--r �� I � 1 � ,'�� "� ` � / � / � � � / � � � � I I % � � � � � \ � \ � ---- � �' �' ! / ��i`� �� . � � ' � � � � � \ \ � � � j �� i � , � - ' � _ \ � , �. — � � �� , , � � Ctt ' � � �� ✓ - � PRDfiE�T'�ON , I / � �� \ � _ � , , � � � � � � I ------- -- - " � CLA�SS B" RIP � � � 1 �_ , � � � � , %� � , � , ;� � � ; � � � �� r' / � � �� V� � � , � wr ' �, � � , , � , ; � � �� , � - , � � � EST 4 ONS � � �� , , � �, , � • � ERR� M. PEGRAM � � � � � � � - 1 � � � � � �� I i I � I I � �. i i � � � �em� ES 23 SY FF if� � � � � � � � 9 � N�4NCY �'.�E�RAM_ - , � � � � ��, - � � �, � ; � �Si ,, � � � � ;"' I �' '� � � �� /_ � �� / � � SEE DE�L#6 � � � �� A �� ;' ' j I / 1 � - - - / / � A I , � � � � � ,' � � . � � i � , � �� _ - _ � / � - _ � �� - : � i , � � � � /a �� i � i �� _ , �� m � � � � � � ' �,. � � / �� ' ' � I�� / - � � , � , � ., ; � � � � ' � / i � � � "�' � %� ��/ A �� , _ , , , � � \ i � / � ,� � ,, `� � , � ;� , � � � / � � , � � , � � i � ' � _ � HAR�OLD D. CF�AN'F L _ = � � � � � �� -- . � � ��. - � � - � � - - � ' � S I T�E 2 3 A � � � _ � � � �� _ ' ' ��--� -- — � � p TiYIE c�d�Fl - -- s`�/ �' �,Sr��C� \ -- � , , � � , , � / _ �% � � � :; ,� .� � I A � �� / � � � ��, � � � ' � r� ,, - � �� .- e�m �� _ , � , �- � _ _ , V ' n � TAIL DITGI�I� O �,� I '� � � x i _ � � _ - � � EE ET�IL 3 � � \ � �� \ / \ � � � / � � -- _ c / /� � � � — - -- — � � � _ �EE�6�TAIL#� / ' g6" �NL&3SBWx � � � � � � � ggm� HEAD DITC � �� . I � � � , ' � � � - � � �' � � \ I� \ � � EST. D Y35CY � � � � ( �� X ONC BL f � � � � � � � � � E D ETAI L 7 � � \ � \ � � � _ -EtAS�' RI � � �� i EART�-I B� R� � I � � � X ' � i , � � i � � � / � � � � � � �6> � � , � � �DDE Y \ � �� EST.��NS� ✓ � ��, SEE �ETiA #�b � � � ' � � /� � � / �. � _/� � � �i�� . A� � ��_--- � � � �'�� . � � � � _ I � � � �� C S � �� _ � � �� c�a �i� � � � ` , , � / , I 1 � � � X M r� � � . / / / / � � / RiP �� j .5m � � � � �� LINDA �AYES�, HOPK�NS � - 535 SY FF �/� , ( x � � � � ; / � � ES T � a �� I P ` �� \� � � � , ; ; �\ �,P . l �\ � � ; � , ' ,, �, j . - ,,, - � / - 5�,� / // -__ � � ��'��o`�is � --- - � � Q , F�� , �-�, �� , �� . , � -- �. � � , _ ` ' �� , � _ � TD�� , �� T�E �'�-�—� � TD�� €. ,� T � , � , , - -- - , , � , � , _ - ---- -- __ , �r�i� s�� ,- � � � � , , , � , , _ , = / / � , , , , � � � � � , � - �`� i , - / � � `� � � �\\ � _. _�. =°�1- -- - �.�r'�� SEE SHEET, 2-� - - -� - J % cn � --- ; � ', . , � / : �`-��, � �� e C :.� �� _- , ��\ - � �i - - -- � --- - �__ � l �� _ _ - - �-`��krr�i-r �\ -"" i � , � - - - � ��,,�,T� � - � � - .- � - -� ' _ - - - _ �`� ' � �� `'�� - - �� ,�,� � � ,� � , � i� � - '� - � 1 � - - - t--- - - - � T0� 1- - � - T �'�-0� 1-��- - - - - - - - - - �- - - - - - -0' 1�� -� \- A '"V \ - -0� 1 � � _ .,� . � � � � � � �- �_, �- �-- � �- , �� , � � � , � � , �i � , �% � � � � � ,�� - 3�;, �� -. � � � � i � � � � � �, � � � � , � � � � ' �\\ / �o�� H� � � i � . �� — � � � � � � / , / , " � / � " m� � �� _ , �� j� , — �-1- , , � ;= j "`= a --- �� ,- � � �. � � �� - --- - � �� --- \ � j � �4, ,� � � � i ' - - - � � _ , , \ � \ -- --' - ------ � -� - --_ -' �-%, � __ W P- - \ �' / � � � — � � � , / � � � , � � �4 _ _ __ � � � � � — -- - � � � / � � � � r _ n�� .R7m� � _ _ -- � � - - - - - - � � _ / - - �� — ; �, ,_ � � �` � - - — - — - , / � Y � � , \ R - ��". `� . �- - � - -- -- - - - _ _ - __ -- - -J - - � / �� - , - S CO R� \ 3� � _ � � � i III -- - _ _ - - -- - --- - , I F m ' ��A -r T T' � ----- ------ - = // __ --- --� - Z `n u� \\ � �_ � � �GRAU 350 , -- - - - - — --- - - -- - — -- - _ - _ _ - - -- _ -- — - �-- - . .��— - -- ------ - - -- - - � � � - '� \ --- _ _ _ _- ; — � � �E W�F�AT CzBAIE - - -- - - __ - _ _ - - - -- - - _ - _ - -- - . . _-_ _ — - _ - - o� H - - - -= - - -o� 1-- - -_- - - - - - - - -o� 1- - - _- - - - - - - �� _ --- �, - _-- _ -- -,_- - - - - - - - --- - - - - - - - - - ----- - - - - --- � --- 0� 1 ., F- - �— —T i Z T �L TL- 7 - �- _ � -� - / d — L _ � — � —�� T � L � _ �_ �Z ��1� — —T— —L — z � ` �, � \ ,, - - � 30" STEEL PIPE ��Tf�lt�,�ND- ��T€f�4D- � � �� ' BORE AND JACK V � i-� eus e� � us 4� se� zs� esr ', N 85 33 45.8 W,� � � Q v �-1 MOVE � C�nv nTCR Tn 7G1 � C'.,n., [lT('R T�, 7(:I � .�_ � - _"� � — �1— �-�" -�' �`J_ / - - -�T , _ �'� ' "� 1 --''_" _ __ _ — y.S — 1—�— _� ---� --�' r � — �- — _ �' � = -F �-- 1 � _ � � a�\= �-�- y - �--_T_��r-'�. .y- �/-d1eb'y.i 1'-. =r- — �_ �� , _'� — �-._,�� _ _�__: �y , � _.-e,� P e 1 � — _- __ _- ' - _ - -- ... .,.,..�_, �� —��,-.,n � - - . . . _ --- - - - . __ - ._--- __��_ __'-t � .-__ - C �. _ -_ - _ ---- T----- --- � � �---- __ L � — - - L � T � - ---� -�-----=� L � — '� ---� � — T— L — — T - — _ _ �- — T — � � -- — --------� - ---- - T L-- � - �' ." _ . - — — - — — T — — - - s'. — � . .... _ , , . _ `� I� FILL W/FLOWABLE �� 1-40 eUs we� US 42/ NB� 26' E�ST N; 85° 33' L�5.8" �/�/ i R, � m RETAIN AND EXTEND \ � MATERIAL v � � � � � � - � � �_ _,, � RETAIN AND� EXTEND � � � �— � � - - �_ � . , ; - _ �� - ; �� / � � � __--- / - - - - - - - - - - _ - - -- - - - - - -- - ---- _- - - - --- - -- --- - - -_ - - � �_- ,�_ - - � _ _ - - ----- -Ivt�C _- �2�I / MTL -o� p�V� - - - - - _ - •,, 1 � � � 1, COLL R l- ,Q; _�.- �- _�-, - _ T - ---- "' ,-:-� _ - -- V�FfFLAT �RATE = COLLAf�--- _ _ _,,,�'gC `- 2G1 W/FLAT GRATE � m -- --- -- - __ - -�G�f �Yt'F - - - --- -- - - - - - - � - -- - - - - - - --- - --- - - - - - - � - - , ---- - - -_ - -- -- --- -- - ---- — � - -_ _ _ -- - - - - _ , _ _ — -- � _ - _ - ,. , � �- � � _ �-� _ _ � , ; _,_ - - - �� _-_ - - - - - � — — — � �� - - -� _- - -- --- -,� - - - - __ _.. , — --- - � �� . . � � -- - -- ' -_ �_ _ - � - - � - - -- --X � �� — ---- - - -- � -- - - --� -- - - - - - _ � -- , - -- -� - - _ _-_ - - ' � � � ,, � . � - � � � � � �� - -- - - ` - �� _ - � T �� T� --- __�� _ � -- x _ _ - X = , ., t. , -� , �- _ - �-- x� �� ; - -_ __ - ---- - =- _ � --J �, -� � _ _:s54-,— � _ ' , -. _ _ `-- --.--- - ' � --� --- _ � - - � �� --_ - _ __ '-�' '`�... �_ - , --� < � - - - - -- �� , , , , �,, � _ ,,. 1 � _ _ V� ITFfi REEK - ��i i � — , , - — � � , - - � -_ � ��" — — / -- � � - �,, � � - . =- -- -__ - - -- -- - ,- - — - - � -_ -- - -- � . , ;> � - - = --, � - � � " -" � ' - - - - --- - - �, �_ _- _ � - ----- - -- � , . _ � ( � � , 'I' 24" RCP � _, - , - - - - - - � ._,� � �- \ - \\ '- i z_ �, --� � �� --- _ - - - -- _ -- � _ - - -- - � � ' / 18 fiC / SM � ,_ � �- � - - / _ , - - ._-- --- � ; ;' i ! ' \ - � � � -- - --- ,_ `_ , � '-- ,� �� -- �� '_ -- ---- � b�/ - - - - - - h,,- - °�� -- ` � � �=' � �,_ - - � � � � i � � �� , - -- - ;= __ - i _ -- - - _ � - - - -- -_� �/ - -- --- --- - - - �-- - - _ -_ I �s �- - �___ �� -- --- -- - ----- � � - - _ _ _ __ � _ _ � - - _ � ,__ �- - - - --- - - ---- --- - - - - -- _ _ - ---- A 1 � � i - - - - - - --- __� - E sr � % - - - - - -- - . - � -- � , -- -- - - - � _ . � � W L i i � -- �� - -- �- _ _ - - - _ - - �- ��s .,, '_ - � - -� - -- - - - - - - -- --, , (��VF7`E_RS f - - - � ��- _ „ � `� � - - - - � - � �� - -_ � _"- � �-= , � ;� ; �- -- _ �� -. _ ------ ---- - - ,- - - - _ - - -_ _ -- -�— --- �_�� ---- -- - - _ - — _ ! -- - --- -- -- - - -- -- - - - -- - � �� - - — — — — ----- � - - -- ,- - _- --- - - � - -- �� , — � TON �� _ - - -- - - - - ------ -" - � s MiT _ - - - _- - {� � - _ -- ��,s_ � � � � - - -- � , � SMITH CREEK - - - - - -�- ; --_ � - � - --- -- � - _ ` - ^ �s -r�rr } _ -- � � -- - - _ � ' � � - - �� --- • � � �- -- - -------- ---- ---- - -- > - - --- \ �. � - --- -� - � - ---ab�� - -- _ ---------------- �t' ---------- ------- -------- � --, ---_ _ � � � / i � , . _ -- � - - - � __- - � / � a�- - _ -- ---- '-- - J�kHT -- - ----- --- j � �-- - -- - --- -- -- ----------------------------------------- --___ ---_ � '- � � �` � - - - - -- ---- --- - -- -- -- ------- - � _ --- � - � - - - ` � ._ � - - _ -- --- --- Y�f — - - --- -�� \\ � - -- - -- ---- - � � - -- - --- `�-- € T Z7 CV � . � � \ --- -�� _ - - - - - ----- ------ - IIW � _ � � _ � - M - - ---- - -- _ ` ;�N - � - \ - - --- - - - � - -� � i \ / ��" - - - - - �� i___�� TOE PROTECTION W/ � �� -� \ "- - - - _ _- _ _ _ \ � 1 CLASS 'I' , � � _ , • � � � � .--� ,Sa� � � _ i1V�5 � / � � _ _ - �� S I T E 2 3 6 �R �`�ss B� �,' CLASS I RIPRAP RiP Ra,P V � �� j�, � � -� �� j, �; '�� --- RIP RAP � � � '' PIER `'�� EST 779 SY FF '\ i�� ---____ �� '� �� ,' �,' � WD PIER EST 7 SY� FF I�� i �' I I END SHOULD BERM GUTTER EST 380 TONS � � � � ' � ' � � SEE DETAIL#27 �� , �� i v�� STA. 55+50 -Y4- RT �:3 � �� l �� i /� , REVISE FILL SLOPES TO 1.5:1 � � � �� 7J DETAIL #7 STANDARD 'V' DITCH ( Not to Scale) Naturol � Natural Ground 2� ,L\ Ground D Min. D= 2 Ft. FROM STA. 45 + 14 TO STA. 45 + 18 -Y4- LT AW . ETAIL #27 TOE PROTECTION F 2� ( Not to Scale) Rr C�T FR 2��F� F�u Fill P"� Slope � S�ope d F Filter d= I Ft. Fobric Type of Liner= Class 'I' Rip-Rop FROM STA. 40+30 TO RCBC -Y4- RT DETAIL #6 TOE PROTECTION ( Not to Scale) � O Natural 2��"�� Slope Ground d ��,P Filter d= 2 Ft. Fabric Type of Liner= Class 'B' Rip-Rap F ROM STA. 53 + 05 TO 53 + 85 -Y4- LT �,� �� \ j;- �_�- /� 1�r i/� I'I ST/AO50K 00 TOG50+50 -Y4- RT I� li I�� i '�� REVISE FILL SLOPES TO 1.5:1 �-- � � - � F \ _� � � i � � W/ROCK PLATING -� �� --.9 � � � ��' �' � � j � . _ _ � � � � - --,, � `��, t �� `,`'� ��, � I � I �� Js �-� - ` STA 55 + 50 TO 66 + 00 -Y4- RT / � �/ �- � �� -' � � � ��`� ��`�� PONo SITE 28 �, � � . , , - �_ � � ��', , , ; � � _� __ -� _ --- � �� __�� .�` , � W.E.847.2 / i_� �� , �/ \ � � �' � �� \ �� \ � FISH HATCHE 1' , � � � ,� ; J / �_� -- � � �, � ��. , , �, , � � , � , � / , / �' / � � � � � �� - � � , � � , , i �, � � � -� � � �� \ �� M s �� .� � — -- -- ,� `�' �� Q ' ,/ � / � �m��- � � � � _ „8, � � ' _ _� � e N w W t= � �O �O � H N � � i� W J U H � PROJECT REFERENCE NO. U-2579B RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 26 HYDRAULICS ENGINEER �� D� IV�'JC �J�IE 1F� ��N�7Cff8g7�`I°d�N PE RMIT D RAWI N G SH EET 39 OF 64 a� � � � , / - � S � �� - - �--- - _ _ � �<�� ,� _ � - -- _, _ � . / � , �`'�-`�,, / _ � SS ' ' � / � \ � �� s' � �� / /� �� 20 � � � � _ � �. , - , ; , , , - � — — �_ � i i /�� . / / � � � �RM � � � � � � � _ � � % � _ \ SF� �`�\ RONALD LEE ANGEL SR. , � � -- - - / --- �- �_ \ � � � , �� . _ � � � � � , � � � � � i -�' � � � � �,� � �� l � '�� \ - - � ,�. � _ , � �� , � / , � � �� `c�� i - _ � � �' --- - �� m ��- � , � �, � i � , �� , � � � , , � . � , � � --- � '� �� ' � i / � � � � � V � � � �� , �� , � \ / � , � � � � � \ A � � �� E� � - � - � � , �� , � A � � � - � � � � e� � � � �/ � � � � ; � ---- � H9� B�� / � � � \ �� . � �PS� / / � � � � � � ,�� K m � � � \ ' i �' i m � � � � � �� `'� � A c ' - , _ � � �� ' / / � �_ � � V� � � � � � � ��- � \� � , � - �� ' _ � � � o �� i � �� ' � � � � � `, . � � � a�� r-� _ �, � � � - - �� \ i � �I��,I, i �z � � � � � � �� A� �P�� , /� � j � - � �� _ _ , , � � � -- � \ , �_ , -� i - � Ss I � �� -- __� - � � � , �� - � m � � , _._ � � � A � VA �� ''� 2� - �� / �� A � �s,q� � � - _ ; � � � r � � / / � �, \ � � _ ` ` \ � _/ 0ge \ _ � ; _ �� , , � N � � � \ . � , , �� _ � �/�/� � �v , � � � / , -� ,� . � ; � ' � , � � � � -� � _ �,; _,�,�,� = �� _ � � . : , , �, �-� � , �, , - , i � � ; _ � � , , , , /J , , � _ � l � SFo � . � \ � _ � � � � .� ss �� /� s - , / � \ �� ;, w , �� , � � - J �_ , , r� , �� , � , -- , � �� _� � � , � � _ ,- / / i / � �� , �. � , � � � � � / � � � � �� o � � � - _, � . -�� _ ,_,, � \ � � � �� -� i e � I �iv � �� / .� �6 �� i--� A � � � �•�� . � �� - / � � � �� I 1 �1 � � , � � z. � NC I � � � � - \ � � � �� , � � � \ , � � ! /"� � i � `, � �. -- - -_ Y A � � �� —` � � V � � • i � ', �, � � � \ i � � � � � / / I / � � ` � ��NN NGEL� BERRI� � � � � � , � , � � � � , � � � , m��. � , - � � � � � -- � ' ` i � � � \ � � JAMES�L�EON BE�RY � � / � � , � �� _ \ � � � � I � i -_ � � -. ._----��e---� � � � , � / � - � � � = � � � ii � i ,� � . A � � � � �, � � � � � �� I \ �� GR� �� . � � � � � � �� - /� � � � � �� I� � ii �i . . _ — � � - � � � � ' ` V � �\, A,�� - / ° � � \ � V V A � �i . � � � � / � � A � � � . � ' �� „ / ' � � � / e ,� , , , , , / � � \ , , �� , , , � �� ` �— ' ,� \ �� '' � � � / � � � �, �� , \ � � � � � / \ � � � ' � V `t._� � I `I� • � � �_ = -� � ��:. � ��i � / � � / / � ' � ------ , � � �__ � � � -,, � / \ ,�� / ��, ,. i � �� _ �� I I � �� _ � � � \ � � �� , � , � � � �' � i �� '�, � V "' � , � . � � , , � � � � �� ' ; ' �� % � _ -- — � � `� �- / / � — — E SHOU �ER � , � � � ��, , � � � � � �\ i � � � �— � � �� il� i � � i � � � � � � � \ � � ; PAV L � � � � �� ! � � �� _ �� ' � � �'' j -- � � �i i� �i k � � � � � ��` �,� -- �� /m�g� � � �. � �, , � � � � , � �' � �� i � � �e- � - - _ � � � �� ,, � � � � . , � �� ! � / �� i � � \ � `_ / � � � � - � � � / � � ��) N� - ` - - I '� i � I Q Q , �. �`\\i 1 \I � ' I '� � I � � � \ � � � � � � � _- ----- ��'ea \ � \ �9 . . � � � / � � � '� (1�,� �� ,.�! � �' � � FO ' Y4 �OFILE SEE SHEET 50 5/ , 1 �1 I i , ' � � �I f � - — _ _ - --- ---- -- � \ � � � � - - , , , _ � , � ��` ' � � _ ' � � � '' � � ' � , � � ; , -- � � � � � - - , � • � � � � �� . � �� , � � � � � \ L �� . � , � � � V �' � � _ _ ,.z _ , � _, � �� _ , � �� , � � . � , , � , � � I �� lil� I�I ', � if � � \, I - �... N � N 1 W � � i i � � i � � � i� � � � - � � i i i � i � i i I I I T I I I I I � b� � I I I I I I I I I I I I I I I I I I I I I I � � � � � � I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I . .I I I I I I I I I I I I I I I I I I I I � I I I � j i � � I I � I I I I I I I I E - - I I I I — — � � � I I I _ I 1� 1— -- — — I I I i I - - -- � � I , I � -- i - - -- ., , I , I I I .,,..,. .,,.,,..,,. ��., ., -, I I I I I I I ,�..,.,.., , � i i � � �. � ;_� � I I�I I I�-�� ' �I� I I I � I I I I I I I I I I I I I I I I I I I I I I I i ' I I I I! IIII I. i i I I I I I I i I I I I I I i � � i i i i � � � i i � PROJECT REFERENCE NO. SHEET NO. U -2579B RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �� dJ� N�'li` U�]E 1F�F8 % W A��Td��°d�N �� Il�� Iai�°Il° �J51E �'� 4��N�'JC][8�TC1"d�N PE RMIT D RAWI N G SHEET 41 OF 64 N Z � N 1 W � � �� 1 — ------� o _____ _ _ _ _ � -0� 1 - - Z--- T ---Z— I I _ _ � T ---1__� Z — � I I �� l. V L LHI( � � REMOVE FES �� — — — — —�� 1— — — — — -�� --L�— � --Z--- --Z--- T — � �� RETAI N AN D E TE N D � � � �� ----F� 5----�-- - - ' � - )� _� � ( '_ " ) ( ' " )� _ - '/ � DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER � � PROJECT REFERENCE NO. U -2579B RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 27-2 HYDRAULICS ENGINEER �� dJ� N�'li` U�]E 1F�F8 % W A��Td��°d�N �� Il�� Iai�°Il° �J51E �'� 4��N�'JC][8�TC1"d�N PE RMIT D RAWI N G SH EET 45 OF 64 SEE PROFILE FOR GRADE � � y 25 12.5 0 25 50 PLANS ---------------------------------------------------------------------�� e�__ee o�ee__�e o e�__ee o ee__�e o e�__e� �e__e� �e__e� �e__e� �e__e� _�_ 0 5 10 PROJ. REFERENCE NO. SHEET NO. ; U-2579B X-180 � - - _� _ 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 - 120 110 100 90 - 80 70 = 60 '�, I 50 40 - 30 20 10 0 10 20 i -__- -__-___-_ . _ _ - _ 'I - II I I i -__ -__ _,__- ___-_______ _______----- � __--__.- ._ . - - - - - - - - - - - - - - _ - - - - - - - -- - '- - I I -, _ _ _. _. _ - - - - _ __ _ - - - - - _ _ _ _ _ _ _ _ _ _ - - - _ _ _ _ - - - - - - - _ _ _ _ _ _ _ __ _ _ _ _ _ _ -; ______ _____ _ _�_-___ _ _ _---- - __�-- - - - -�------- PERMITDRAWING _ � _- � - - _ _ _ _ _ __ - - - - - - - - - --- - -- - - - -- - - -- -- _ - - - --- -- - - - -- - - - - -- - --- - - -!, - - - - - - -- - - - - - - - - -- - � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ __ - ---_ ___ ____ _ _ ____ ___ . __ ___ _ __ _ ___ . __ _ __ __ _ ____ __ ___ ____ __ . ____ ___ _--- _ __ _ __ __ _ ____ __ __ __ ____ ___ ___ ____ _ __ ____ __ ____ _ __ _ _ __ _ ____ ___ _ _ , �io . S H E ET 51 O F 64 . 9i� _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ ___ _ __ _ _ _ __ _ _ __ __ _ _ _ _ ___ __ _ _ _ __ � 1 H-i �- _ _ _ _ _ _ _. _ _ _ _ _ _ _ __ _ _ _ - - - - - - - - - - - -- - - - - - - - - - -- -- - - - - - - - - - -- - - - - - - 6 - - - - - - -- -- - - - - - - - - - - - - �.�21 6:1 :1 �� I- - _ _ _ _. _ - - _ _ _ _- - _ _ - - - - _ _ - _ _ - _ __ __ _ _ - -_- - - -- -- - - - - -- ��'�� ! � _ _ _._ _._ _._ _._ __ . . - ---_. ___ __- ---- __ __ _ _. __ --- -.__ ___ .---- --_..__ _ _._. _.._ _ _..__ _ _. _ _ _ _ _ _ _ _ _ _ - -- - - -. _ - _ _ _ _ _ _ -. _ _ - _ _ - -- _ _ _ _ _. _ _ . . D.P. 901.588 . , _ _ - -- _ _. _ _ - - -� ,� '- -- - _ _ _ -- - - � _ _ __ _ _ _ �--- - - - --- --- -- - - - ---- - - - - - -- -- - �. -- - -- - -- -- - - - - - - - - - - - - — — — — � — _ -----__ ___�_ --- - - - - - - - - -..- - - - -- -.. _ __ _ _ - - - - - - - - - - - -_ _ _.. ___._ _ _ _._ _ _ _ . _ _ — _ _ - - - - - - - - - - - - — — — - -- - - - -- - - - -- - _. -- - - - - - - - - - - - - - - - _ _ _________________— _ Q �9� .i I _ _ _- __ _. _ _ _ _..___ _ . U �� — — — — — _, . _. . _ ----------- -�-- � � . ._ .. _ _--, _--- ---- . __ I _ _ _ _ _ _. _ _ _ _. _ _ ._ _ _ - - - .-� - - _. _. _. _ _. _. _ . _ I I I I I � _ _ _ _ _ ---------___. ------------_ ----- - - - - - � I I I I _ _ _ _ _.. - - _ _ __ _ - - - _ - - - - _ - -, � - , - - _ _ _._ - - - - - - - -- - - - - - - - - - - - - - �� - - - - _. . - _ __ - -- - - - - .._ - -- - J S S 886 315 � � Z. , QQ- - _ - - - - - - - - _ - - - - - _ _ _ _ _ _ - �'1 . . . _ _ _ ._ _ _ _ - - - � � �. Q UU� I _. _ _ _ _ ._ _ _ _ _ ._. _._ _- -- -.----_..- - -- - - _.- __ _ _ _ _. _. _ -� . . I I � .. �� . . _ � . �_.._ �. .. �� .._. � . i i i i i i i i i i i i i i i i i �- - - - - _ U��l RRn�� I.: g$O�g------- i��F__ _ _ _ _ _ _ _ _ -- _ _ -: -- - _ -_ -- _ - _ - -_ --_ -_ - -- -- -_ - _ - -_ -_ - - -- _- _ - _-- -- -- - - _-- _- - - - - -- -- _ - _-- _- _ -_ -- i __1��I I 52 8 + 00.0000 -� _ __ __ __ ___ ___ _ _ _ _ _ �� Y_ _. _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _._ _ __ _ _ _ _._ ___ __ _ __ _._ __- - - _ __ _- _ _ __ __ -_ _ -_ - _ __- __ __ _ _ -__ __ _ - _ - _ __- --_ _ -__ __ _ _- _ _ _ _ ��;; � , � . i i 0.021 6:1 6:1 I 900 : � � 900 '- - - - - - - - - - - - - - _ _. _. _ _ - _._ _ __._ D.P. 902.113 _ _ _ _ ._ -._ . - _ ,L.1 -_.I_I _ _ ,_ , � �, 890 890 � -- - --- ------- ---------------------- ----------------- --__ ____ _ � � � � � � , _ 3.0 — — — — — � � ------ —� _ � - _ ?•� � � ' � �'� S.S. 886.117 _ � � � � � ' �L� l�/ _illl � _ — — _ _ _ , . -_ _. _. - - �� (�� ____— -i ; 880.10 . _ ��— --- . _ . __ _ -- � _:---__ . . _ - -- - - - -_ _ �� -- �7T$5----------- - _. _ _ ._ _ �__-_ _ _ : 527 � 50.0000 ��o : . ��o ,- __ '�, 9/0 : � � � � � � � � � 9/D , : � �� - � �� - � . _ �-------------, 0.021 I S ITE 7 I I 6:1 6:1 9OO . . � _____� - � � � yUU _ - - . �� D.P. 902.638 - IMPACTS I N S U RFAC E___________________ a — ' �— ' ;�— _ — �� __ ! �.� �-�-;L � WATE R PO N D . �90 � � � -� � _� �890 �-- - - - _ __ � ----= �� F I LL I N ETLAN D ��----� � .�' ______ -- � MECHANIZED - � _ . _ - --- . _ _ - __ . __ _ �_ � i ,� _ i i � r CLEARING � 8 `U�0 . -___ _ — � � � — �� — _ _ ' __ _ _ , ; � i �i l�i i ►�i i i � i � � i � . . . � � , . __�'�'�' � �� _s____ ---�� '-�� I I , v -- ---_. ___ --_—.-- ��---------- ------- --J---�� I ------------ ---------- --- ----- — - -:-:_ ._._-___-_---. -- -- _ ___- __ — — —$7T.�5 _ _ _ _ 5.5.878.233 �; o � 52 7 -I- 00.0000 _ ��o '� __ _ _ _ _ __ _ _ __ _ _ _ ��. ��-�� - ; _� _`___`_�_`___ ____`�__`___`��_` ��-�� 9/0 ., , , � _ -� �� 9/0 _ - 0.021 6:j 6:1 900 _' � �� D.P. 903.163 �� . . . . _ _ , . _, , . , , i�_��I� ---_ ___ _ ��-�I - --__ __-________. - i ti�, 890 � � � � 890 , � 1�-1_ri- _ -�-y-I- _ _ _ _ _ _ _ . . -1-i�-i ri , � . 8�0_ _ __ _------ ------------ ---------- - ----------- --- ------��a---- - -�80 �� _ - _ _ _ _ -�_ �- - -- - � - - - -�-- � "_ _ - - r -� - - r � - - S.S. 880.310 i _ _ i 52 +50.0000 8�0 � � ��. 870 � �:ri-�=-- --- ___ __ ______,_ ___ __ __ ___ __ ___ __ _____--------- --- --------------- ------------------- --- -----_--------- --- --------- --- -- -- --_ __- --- --- ___ _- --- - --- --- -- -_ ___ �-- --- --- __ _ __ _ _- �_i�i__ _i u�_-�1 -�1-= �' � � �-- �_ __ ��_ � _� __� �__ �� -� _- �� -�- __ �- � -� -� -� - -_� ��- 1 � � � -I �� _ � � 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 � c � � �I I� I—I — � 10 � 0 �I I 10 20 I 30 40 50 I, 60 70 �- 80 -� 90 100 9/0 . :_ � � _. � _e .— — 6: � � 6.� 0.021 I I I � __._ _ _ ___._ __ _ --- 900 D. P. 902.638 i,-r�-� �- - --------------------------------------------------------- I M PACTS I N S U RFAC E---- - �,�- - ------------ = WATER POND ?., 890 .I' _ _ _ e .__._. � — _ _ �� _�_� � _ _ _ _ — -- _ _. _ _ _ __ _ ___: __ - _— _ __ _ — —---- --- � — —————__ _ — — — ———___— —————--- — _ _____ _ —- — — -- , _ _ _ _ _ _ — _ ———_. - �i�—i� 880 ------�5— ----- --------- — ------- ------------ -- - - - _ _ - - _ - - - - - _ _ 8�052 7 + 00. 0000 _ _ _ _ _ _ ._ __ __ __ _ ____ _ _ __ _ _ __ __ _ 9/0 '� 6:) 900 8' 6:1 � � n a on� i�z 0.021 � 880-----�,-�a---- — --- -i-i-� �-�_i �_ � � i-u.=�l�=�=�-1�� 8�0526+50.0000 9/0 6:1 6:1 � 9�� — — --- .-- �� . 110 120 130 140 - 150 160 170 180 190 200 = 210 220 230 240 250 260 270 280 290 9�� . I� — — �ii� - - - _ _ - - - - - -- - _ _ _ _ - - - - - - - - - - -- - - -- - - - _ __ _ _ _ _ _ - - - - - _ _ _ _ _ _ _ _ - - - - - -- __ ____. __ ____ _ __._ _ __ _. ____ ___. _ _ __ i _.._. __.._ -_..__ _..---- -_. -_ � � --.._--_. _- . . _--_.._. -- _ _..__ _.._--_ .. _-_. _. 900 _, -- _ - - - -- _ �SITE 7� _ _ _ _ _ _---- - - �� ----------------------------�- � � ! :. __ _ _ _ _. _. �_...a_._ . ___._...___ --. _ _ — — — — — _ _ _ _ 890 — -- -- — — — — -- -- � , _ __ _ _ _ _ . 880 � � ---- ---- ----- ------------------------------------------- __ _ _ _ _ �lilli - S.S. 877.852 � - . - - � � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - --� !- -- -- -- - -- - - - - _ _ -_ - - _ _ � � � � � � � � � _ _ — -- _ -- —._ _._ _ -:. - _ - _ _ _ _ -_— -. _ - __- - _— — _---_ _ _ _-- _ -- _— _ : � — _ - - : 870 _ _ _ _ _ _ _ _ _ _ _ - - __ __ _ _ ___ __ _ __ _ __ _ _ __ _ _ _ _ _ __1�� _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ __ — — -- -- — — -- -- -- — -- — — --- -- -— — — --- -- — — — — -- -- -- — --- —._ _ _._ _ _ _� _ _ _ _ _ _ — 9/0 � — � , � 900 I . '� 890 _ ' � � -- — — ' '_. _'__.__'__ '_ __ . __' __' . __'_ _ ' _ . _ ' . ___'__.__'_ _: '__ , __'_ . __'_ . ' '_ _ , __' _'_ _' _ _ 880 — ------__ , � _ _ . _ _ _ . _. .-_ . _ S.S. 879.631 _ I I 870 —T —T— —,--�— — �, 0.021 i � 880 �. —. 8�0 5 2 6 -I - ,�____ __��_�� _�_�_�_�_ 9/0 _ 6:) 9C — �. � 8�v . 00.0000 6:1 9/0 �� 900 890 -- — — — — — — — — _ � � r ___ —__ � � � � � � � � � — -------__ . . . . . . . . , _. ------ _ 880 --- '� ___ --- . _ __—__ _ _ _______ __ _ _— -- -- _ __ ----- — -- ----------------------------------------� --- ----------_____— —_________ ___-- � � � � � � � � i � S.S. 877.852 _ - 0.021 -----------�� I I I I I I I��I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — — 8�0525 + 50.0000 „ ___ _- ----- __ ___ __ ____- - --- > � � � �— � 10 0 10 20 30 40 50 60 _�_ 70 :� •� --�- 100 870 — �-i: �_� 9/0 � � f � 900 l-i��_�i � 890 � � , _�. I-1—I—�i I i � _ . . _ . _ . . _ 880 S.S. 877.852 � _. � 870 _- --- --- ------- ; N i , i u 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 i � ; 10 6:) � 6 :1 �� 4:1 -- - _ - - - _ -- - - - - - -- - - - -- - - - - - -- -- - D.P. 868.351 - - -- - -- - - -- - - - - - - - - - - - - - - - - � I - - - - - - - - - - -_ _ - - - - - - --- - _ _. _ _..- - - -- -- -.. _ .-. _._ _ _ _.- - - - --� - - - ---- - - -- - - - - - - - - - - - - - -- - - - - - - - _ - - - - - -- - - - . _ . - - - -- - - - -- - -._. - . _ _ - - 860 : , _ _ _ _ - __- _ _ _ _ --- _ _._ , --_.-. . -- __ __ __. -- __. - _ --_ -__ : - - - - _- _ - - - - . 860 S.P.60 i � - - _ _ _ _ _. _ _ _ _ _ _ _ - - - - -- -- - - - - - - -- - - - - -- - -- - - - - -- - - - - -- - - -- - - - - -- - -- - - - - - - - - - - - - - - - - - - I i I i I � � _ _ _ _ _ _ _ - -- - - - - ._ _ _ _ _ • - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - � i i I i i _ _ _ _ _ _. - - L 621 + 00 0000 _ _ _ _ - - - - - - - _ _ _ -Y4RPBD 20 + 45.0000 '- - _ _ __ _ _ _ __ _ _. _ __ _ � ELEV. 854.175 - -- - - - - - - - -- - - -- - - - - _. _ _ _ _, i '- - _ _. _ _ _ _ . --- - - -- - - _ _ _ - - - - - _ _ _ _ _ 850 :- _ _ _ _ _ _ _ _ _ _ ._ _._ _._ _.____ - - --- - -- -- - _ _ - _ -_�� - - � � � � � � � � � � � � � � - - - - _ _ -_- -. _ - __- - __ - _ _ - _- - _._ -_ : � - _ - - : 850 � �� , �� , � _ ; - � �- _ _ _ __ _ _ _ _ - - -- -- - - - - -._ - - - - -- - -- - - - - - -- — — — — — — — 84�36\ ___ � - - �-1��fi1 - - - '�- - - - - - - - - - - - -- F I LL I N W ETLAN D -------- -- ---------------------�, � ____ _ _ _ 840 �-- ---___� - _ - _ - -- � , I I - 840 � _ _ _ � ,� . _ . _ _ _ . _ , ` i� i �� , , - Y4R�BD - �� ,, I � � � � � � � � � i � � � � � � � � � � � � � � � � � � � I I I —�,` �- i -', � STA 20�-94.7573 � �� i i i i i i i �� i i i i i i i i i i i i i i i i i i i i i �i �i 830 : �--___` _ � � � 830 -, ,- , � � � � � � � � � � � , - -� , , - - - - - - ,, _ -, , � ------------ ------ 10 20 ��. 30 40 I'� II 50 . � 0.021 60 70 - 80 90 100 110 120 130 - 140 150 160 170 180 190 - 200 210 220 230 240 250 260 270 280 . . , , . _ , _ . - - - - - - - -- - - --' P E RM I T D RAW I N G ' � � ' - _ __ - _ - - - _-- - - -- _- --_ _ _ _ _ - _ _ -- - - - - _---- - ____ _ _ _ _------' -- - - - -- - - -- -- - - - - --- -- - - - - SH EET 53 OF 64 880 - - - -- __ _ ___ . __ _ __ __ _ ____ __ ___ ____ __ . ____ ___ _--- _ __ _ __ __ _ ____ __ __ __ ____ ___ ___ ____ _ __ ____ __ ____ _ __ _ _ __ _ ____ ___ _ _ __ �,_ __ _ ___ . __ _ __ __ _ ____ __ ___ ____ __ . ____ ___ _--- _ __ _ __ __ _ ____ __ __ __ ____ ___ ___ ____ _ __ ____ __ ____ _ --_ _ __ _ ____ ___ _ _ __� __ _ _- - - --_ _- - - ---- -_ __ _ _ _ _ _____ _ _ _- --- - _ _ _ _ - - - ----- - - -�� _ __ _ _ ___ _ ____ _ __ _ _ _ _ __ _ _ __ --- _ _ _ _ _- ----- - - -_. _ __ _ _ _._ _ - -- __ _ _ _ _. _ _ - - - - - - - _ _ 870 III I ___ .----- --_ . . __ _ _._. _.._ _ _..__ _ __ __. _ _ _ . _ _.._ _ _ _ _ 8�0 : ' 0.021 860 - ---------- --------- ------------------ - ---__ _ _-------- ___ ______- ---.----.----___---------.----___-----------:-----------________:________---------_._______--________-.__ -___--- ---------._______-__.____-. __-.________ 8�0 �i i _ _- . 870 __i_ i 4.� - - - - -- - - _ _. _._ _ • , II - i i i i i i i i i i i i i i i i �i RF�n S.P. 59 -L- 620 + 50.0000 �-Y4RPBD- 20 + 00.0000 ELEV.854.934 850 : --- 840 -: _______ �- —s36�9— — _ _ _ _ _-___. __ --__-_:-- — -- ---'—�� I, i I I I I I I I I I � 850 �� 840 830 -----___ � 830 _ -----__ - -- ---------- --- � _ - ---- _ _------------ ; 620�50.0000 ___ __ ____ ___ ____________ ____ 8�0 : - - _ . . . ._ 8�0 8 �'•• : • 6:1 0.021 l�l^I�� I I �I I _ � , _ � , 870 4:1 . , _ - - -- - - - - - _ _ _ _ _. _. - - - -- ---I-. - , -----.--�_-_ I � �-CI-I. C1 III��IIII�IIII�i�� . I � S.P.58 86� -L- 620 + 00.0000 -Y4RPBD- 19 + 54.0000 ELEV. 856.187 � t i - 850 - Y4RPBD - j_i��_�i L � - STA 19 + 88.3503 840 ' : 840 ; ________ i 835T3—�__ . . , __ , I -I-I-I-I-ri — —_ _ _ , . —_ 830 �iiNiii � -- _ _ _ _ _ _ _ _ _ . I - 830 __ � � - __ 620+00.0000 - __ _____________ ____________________ 820 : : �_ 820 ,_�_�_ 20 L 0 ,_�_�_ 20 �_�_� 30 � -�� 50 � -�� 70 � :� � __ ________ ____ ___ _____ _____________ __ ________ ____ _____ , -�,i,�! 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 f I I � I � I `� �� I _. _. 150 140 130 120 110 100 90 I'� I 80 70 — 60 — 50 40 30 20 � � _ � e_ � �� I _ _ � �� . J�_ � -- ------_ —__ —__—_,__ --_.--_ '�_ _______--:-- � __—,—__.� � . � � . 880 � 870 8 8 8 . • . • 10 — 0 10 �� 20 I'� 30 40 — 50 60 ; � � i 0.048 0.048 � �TI 0 5 10 PROJ. REFERENCE NO. SHEE U-2579B X-� i _I 70 I'�� I 80 90 — 100 110 120 130 140 150 II ,— � I _ _ _ _ _ _ — — — — _ --- --- P E RM I T D RAW I N G -- ____ ____ ___ _____ ___ __ j S H E ET 54 O F 64 _ _ _ _ _ _____ ; _ __- -__ _ -__ - =i �--- 880 ;�� 870 i ii �Q iQ ►O 8 8 . . • 150 140 130 120 110 100 90 80 70 60 50 40 30 20 >O 0 �Q i0 ►D �Q '0 O 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 , � , �_ 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 - 120 110 100 90 - 80 - - � , � _, _ - -__-=___________-- -----_- ________-__--______----- __--__.- :_ . � . � . _ . � . � � . � � � . 930 920 �� 9/0 900 890 � -- Q � W 880 � z J I� _ �-I_I-I`I_�� -1 � 870 : -� 860 . -- — — — ��-��--i-�- - - - - - - __ _ - ---______ _ _ _ _ _ __ , . I ��-��__- 360 350 340 330 320 310 _ 300 290 280 � � M � 0 , ___-.___-- . __ °' 0.091 Y4LPA 12 + 36. �,---_ ! � ----__ � �, ii�� \ 890 ;;;Ii� 880 ,�_�. 870 �� 860 0.030 i 0.021 0.090 i 0 5 10 PROJ. REFERENCE NO. U-2579B �r 70 - 60 '�� I 50 40 - 30 20 10 0 10 _ 'I - _ , _ , ,_ — — —-- — — P E RMIT D RAW I N G — — — -- — --- — — — —-- SH EET 55 OF 64 __ ____�__ ____ _ __ _ _ __ _ ____ ___�_ _ 20 _ 930 � �--------------, i S ITE 15 i � � '�� -- --- --� 920 � -__-___-__:_-__---:- i . _. -I: . _ _ : o.o2i o.02� � 9/0 6�� 6:1 6:1 6:1 D.P. 906.374 _ _ - _ _ _ _ _ _.-__. _- . - _. -. ,_ -__ _ _ I . i D. P. 906.565 Y4C D - 900 , � � �+�4.8902�8 II II I I III iiiYiii liill II III II I I II II III I iliiiiYiiiilil I) �0 I 30 I '0 I �D I ��U : _ � \ t1,�U � ��-------------------- --------------------------------------------------- - ��a --------- I�-I-i-i � --- -- - - -- - - - --- -- - -- - -- _ _ __ - - - - -- - - -- - - - �.��_`.� _ _ � - - - - - - - - - 840 ' - . Ii�i�i�ir. 840 ; ' 638 + 00.0000 � I � 830 : -- rfi__ 830 � J-I-�-I -- --- ___ __ ______,_ ___ __ __ ___ __ ___ __ _____--------- --- --------------- ------------------- --- -----_--------- --- --------- --- -- -- --_ __- --- --- ___ _- --- - --- --- -- -_ ___ ,-- --- --- __ _ __ _ __ __ _ _ _-_i_!_ I � � � __ _ __ _ _ _ __ - - -- -- - -- - --' - -- / -- -- -� I+I � _ � 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 � � � 920 20 ;-! � !-i-�-: 9/0 'I �� I : 1 : �: I : 1 : _• ��o � ,� 940 930 �� 920 9/0 1 �'1�1J � ::I � : I � :.• ' 1�1 1111 . 6:1 6:1 � D.P. 905.280 4:� _ � � � � --------------------i _� 110 120 SITE 15' � � i 60 170 180 190 = 200 210 220 230 240 250 260 270 28� g20 SP 155 = _ , , -Y4LPB- 13+29.00 - --- -_I PE�IT D�WING { I I I i --- - ____ _ _ _ _----� -L- 638 + 00.00 - - - - -- - --- - - - � _ - --- SH EET 56 OF 64 .-: 9�0 ELEV. 902.013 __. ____ _ __ ____. __ ____ _ __._ _ __ _. ____ ___. _ _ P_�_ ___�-__ _ __ ____ __ _---- _ ---_ ___ _ ____ ___ _ I -- - --- - - - -��- u.o�a _ _ _ _ _ _ - - - - � � � 0.076 _ - - - -- _.. �._m _. _ _ _ 900 _ ___ _ . _ - _ - Y4LPB - � _ __ - - -- -- A 13 +14.1394 _ _ i _ - - _--- - _ ---_--- -_ - - -_ 5• 967: � __ i _. __._ _ __ __ __. _._ __ _.__ _ 890 _ __ �� _ � � � _ � __ _ __ ____ E _ _ _ _ _ __ _ _ __ _ _ _ _ __ _ _ ____ _ _ _ _ _ _ _ _ _ _ __ ___ _ ___ ___ __________ __� __ _____ � _ __ __ ______ ___ _ ______ _ _ _ _ � _ _ _ _ _ ___ _ _ _ _____ _ _ _ _ _ _. _ _ __ _ __ _ _ _.__ _ __ _ _ _ _ _._ _ __ __ _ � _ _ =880 r , _ -- - - -. -- - - --- -- - - - - -- -- - - --- -- - -- - - - - - - - - - Z -- _-__- E ________----_ -----______-__ _ --_ __ D � _ _ _ _ _ _ _ ___ _ _ _, _ _ __ _ -- - - -. -- - - --- -- - - - - - -- -- - --- -._ _ _._ _ _ _ _ _ 870 . , , , _ , _— - :_ ,� . �_�__ � �I �_ _ , — : � _ ,� � , � � -, � ____.— _ � � � � ___�— 860 _ _--- �� __________-- ---- , �I ____ � -- _----- - - __ __ _ , _______ .__ ._____-__--________� � �� 850 �` ii _ _ I _ , ��o _ �� . 890 , . '� 940 ��u J � _�_ _ , __ � 930 _ � � � �, __; _ __; __ _ _ _ _ U , __-- - _ � � __- �; � -I - � � � � � S.S. 877.459 � � � . � � . 870 _ _ _ — -- — 920 - 2 0 290 300 310 320 330 340 , �-� , - -- _ _ 9/0 0.02� � - -- - - - - - - - - _ I f _—_ _ _ ._ . -. '� 900 -- - --- -- 4. � . I ! ,_-__ _-_ 4:1 $. P. 82 �i -__--� . D.P. 895.634 L- 637 + 50.0000 I I - 4LPB- 13+29.0000 ELEV. 896.628 890 -- - - -- ------J - - - - - -- - - - - - -- l ,CIJ: Ci i . 88� , , i _ __---870 ____._�._.___w __ __.�.__ _ _ _ _ _ _ - �--------_ ----- _ _. - _ _ ___--- -- � i��_�i _ - _ - - ------- ---- � ___---- -- 860 _ ; _- -- I�-I I-I � — — _ _ _ — — — — — — — — — — — — — — — — — _____ -------- --- --- - , �-1-I-I-�i I /�—_�� - --- - - i . . . 850 _ / � 850 ----------� ----------------------�� -�� . . � . 63 7 + ��.0000 , 840 .�ki: 840 L 0 � ___ __ _ ___ ___ ___ ___ __ _____ ___ ____ ___ _____ __________ _ __ __ _________ � -�� _ __ __ ___ __ _____ _-__ ,_____________ __________ -_ ________ ___ ______ ___ __ __ ___ ___ ___ ___ ___ __ ___ _ _ __ __ _ _ __ ___ __ _ __ �__�_�. ,__ - _ _ 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 f I T--------- --------------- --------------- --------------- e�__ee o�ee__�e o e�__ee o ee__�e o e�__e� ��e__e� ��e__e� ��e__e� ��e__e� _�_ I � 0 5 10 PROJ. REFERENCE NO. SHEET NO. � � � � � � � � � � � � U-2579B X-41 7 �� - � - =r �- �� - � - i - f I I � I � I ` �� ; 880 2 $� �'�i��l 870 : 860 .'. � 850 : Iiiii�. 840 8�0 � s8o 250 240 230 220 210 200 190 180 170 160 150 140 130 _ 120 110 � __._-______ - - Y4CD - - NWCD2 - __- ._ . _ _ _ _. _ _ � � _ . STA 73 +43 36854 - _____ STA 16+02.77 - - - --- -- - - � _ _ _ _ __ _ _ _ - -- - _ __ _ ___ ___ __ ___ _ _ . �_______ __ _ _ � _ _ _ _ __ _ _ _ _ -- _ _ __ _ ___ ___ __ ___ _ __ _ ___ . __ __ __ _ __ _ _ __ � - - - - - - ______ -� ---__ _ _ ____-_ _ --_--- - _--___- -- __ - - - - - - - - - 0.040 0.040 �� , \ �_�� - - - -i �� 4�� _ ------ � � �� - � � � �- �-I�-�--I-I- . - - - _ _ S.S. 857.983 4� � _ � � _ - - - - - - - -- - - - - - - - -_ _ � � - -- -- - _ � _ _.. - _ �� . � - --- - ---- -- � � -- - - � __ _ - _ _ _ � , --- 870 : : 860 : - - , 11 . � �--- - -- -- ---- - -- - -- -- 850 ;` ��1 - I �� _— I- i I I __ I I I � � I _ . � �I I� � _ _ _ : I _ _.-- _.- � � 840 : _ ------- ---------�-- - ---------- ---- . 830 890 � 880 I : • � : • I 8�"D--- --- ---- 830 ---------------- - ---- 6:1 6:1 D.P. 859.983 0.050 0 20 10 _ 0 10 2 � 880 -- --- ----- --- � I I I I i __ R M I T D R A W I N G SH EET 58 OF 64 8�0 � �-��-, , -i-i,I�ii��ili��i��iil�i��Iii�ili-ii- _ � _ , , 186� - - � �� __ �� . _ 1 I �� -. �� I�� _� I -- - - -- - - _ _ __ __ -- -- - 850 . _ . _ ----_. ---- _. ._ . _ . .---: . ---. . _ _ . . . _ __._� . . _ . . . . ___ . . .- _ ' -I-i`��-r��l __ _____ -- - _____-- -__ ---- - . -.-------- -- -�8- - ----- _ . -- - - , _ _ _ _-- -- __ -� _� I � � � � � � � � � � � � � � � � � � � ��_-�-. _�- __� -��- __ -�- _��- _ , 840 _ - -_ -_ - - -- _- _ _ - _-- -- -- - - _-- _- - _ _ _ -- -- _ - _-- _- _ -_ - _=i - �-j-1�� 669 � 00.0000 _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ __ __ _ _ __ __ __ _ _ ___ __ __ _ _ ___ __ _ _ _ _ _ __ __ _ ___ __ _ __ _ _ _� - 8�0 ��_ _ � � � � _ 880 - Y4CD - _ _ _ _ __ _ _ __ _ _ ' STA 72 + 92.116637 �- ---- i i i i ____ . _, _ _ �S_I_TE _ 19J : '� 870 0.040 0.04 _ � _ _ � 0 6.51:� 6.51:1 0.050 7; � 6:1 Q D. P. 861.278 � � � I � I I__�— �-------- � __ �_�_' j� � � � I��—�-1-1 �. I-j-1-� �=�—I—� �-1� i 1 I I� I I_i I I I- � I I i I I 1 I I-1 I I i_ I I- I i I-! I I i I � I_I �_I I -�_-I--- --- D.P. 859.084 . - i i ---- - -- -- ---- -- -- F I L I N W ETLAN D ----- -- -- ------------ ----------�=� 850 _ I _ . _ _ ___ . _ I� _ _ i -------------- - -- ------------- ---- ------ ----- --- - --��-r,----------�40 . �r � ��Q � �n nnnn 830 7.62:1 ,..._.- 0.050 890 �rr 880 �' ,_ 870 D.P. 862.786 O � � D. P. 860.431 f I 850 l-i��_�i � -- ------- �40 ---------- - ----- --------------- 84�T$— — -- ------__ -------- -- --- ------- --- -- ---- ------_ __ -- -------- — —� �I I—�I—�—I �I—I �-�1—I I—�-1—I—I ��-1-1-�1—�—I �I�—�-�. _ �-1—I—I—�I i 668 -I- 00.0000 830 I -I_ _I-�IJ. _-I-IJ. I--IJ. I-I J. I-I-I_ _LI-I IJ .I--IJ. I-I J. I-�I_ _I-�IJ. _-�IJ. I--I . - J. I-I-I_ _I-I-I-�_ -1-I-�_ I- I-�_ I-I -�-�-I-I_ . !-I-I-�_ -I-I-!_ !- I-�-�-I--!_ I-I-I_ . !-I-I-�_ -I-I-I-�- I-�-�-I -�_ �-I-I_ . !-1-I-�_ -1-I-�_ !- I-�-�-I -1-�-I-I-. !-I-I-�_ -I-I-I-�- I-!_ � I-I-!- _I-I-�. �--I. !-1J -!-IJ-I-. IJ-I-�_ -1-I. �. I �_�J -�. IJ-I I-!- -1-I-�_�- I-�. IJ -!-1J- I-I. !-. I-I-�. I- �,-1J -!-1J-I-. IJ-I-�_ -1-I. � . I. LI--I-�_ I -I-I_ _� � � � � � �� I H � � � � � � � � � � � � � � � � � � � �� +� � �� 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 1 � I_�_I_ 20 f I � ; 10 20 ��. 30 40 I'� II 50 0.050 60 70 - 80 •� �� 110 120 130 - 140 150 160 170 180 190 - 200 210 220 230 240 250 260 270 280 _ _ _ _ _ _ _ _ _ --- _ I _ - - - -- -- - _ _ _ _ 1 - - -- -- - - - - - - _ _ _ _ _ - - - - - _ _ _ _ _ _ _ ___ ____ __ . ____ ___ _----_ __ _ __ __ _ ____. __. __ __ ____ ____ _ ---_ _ __ - ---- --- - �IIIIi 870 rS I T E 191 _ _ _ - - -_ _ _ _ - - - _�_ __ _ _ � �-��-� � � � - -- -- - --- - _ _ _ _ _ _ _ _ _ ____ ____ _ _ ___ _ _ _ _- ------ --_. ___ _ _ - -- __ _ _ _ _. _ _ _ - - - - - _ _ _ _ 860 __ . __ ...___. _. __m_ ___ --- - --_ . __ _ _ _ _. _ _ - -- - - --- _ _ _ ' I��--I- _ _ _ _ _ _ _ _ D.P. 859.084 i i I i I I i I i i I i I i I i i I i I I I i i i i I I i i i I i i i � ` I - - - - - - i - - -.- - - - -_ _ _.. _ -. _.- - - - - - - - - - - - , - - --- - - - -- -- - -.-. -- - - - - - - - - - - ._ _ _ _ _ _. . _ _ 850 . , E=�-------��__��---------- F I L L I N W ET LAN D- 2.� --� �, _ � � __ _ _ __ __ __ _ _ _ _ _ ___ _ _ 850 � � � � l i l i ! - _ _ - _ - _' i I I l i l i l i l i i I I I I i ; I i, _ _ _-_ _ - -_ _ - -_ --- -_ _ _ _ _ _ - _ _ - _ - - -- - - - - i i l l i �� _ _ _ I III M - - - - - --- - - - - ---- - M ; ��-� I _�-H�- N�I-��I_� -H-�-H-I _H��-��I-� I I I I I I I I- _� �_ � ' I�I-� I -I-H--I��I _�H-I-- I �-�� I I I I -I�H- I - _ _ - - - - _ _ _ _ . � - - -- - --- -- - --� -- -- - -- _ 848----- --��-r,---------------- ----------------------------------- ----- --____ --------- -- -------- ---------- -------- : - 840 ��r-I - � � V � � O • O O O O - - - - - _ _ - - - - - - - - - _ _ _. _ - - - _ S.S. 840.159 - - - - - - - _ _ - - - - _.�-1�� _ -_ - - - _ _. _ _ _._ _ _ _ _ _ _ - _ _ _ _ . - _ _ _ _ �,. - - -._ _ . - - - - - - - - - - - - _ sao �- �� - -- - - - - - - - -- - -- - - - -- --- -- - -- -- --- - - - -- -- - - -- -- -- - -- - - --- -- -- - - --- -- - - - - - -- -- - --- -- - -- - - - - - - - - - - - sao , � . � .� �., �,�� i o n�n ?�� _ � 860 ,�� . '� 850 ._ � _ 84Q------ 84a�r�-------- ----------------------- ----- --------------- ----------- ------------- ------ --------- ------ 840 ii _ . -_ _ . _ . __ __ . _ _ . _ _ _ . _ _ . __ ___ , _ _ ___. _ . - - _ i i � j 6 6 8 � O O. O 0 O O S.S. 838.965 830 : '� . � � - , 830 :• � 7. � 6:1 0.�50 860 - � . � 870 �� 860 850 -- - - - - - - - - _ , r , 84_CZ._ ------��,-------------------------- ---- ------------- — ----- — -- ---------- ''—__ ------- -----�\ 840 � � — , � :__-___-__ -------_--_ -------------.--------__------.----- ---___--__ -___:___---------.-_____ _ __-------------------_________ � ______--________-.-__----_- . ._____ - i i i i i i i i i i i i i i i $.S. 839.614 i i i i i i i �_-- / i i i i i I _ -- - . I �_ - � 667 + 50.0000 _ �� _ 830 : 830 _____, 870 : = 8E - � . � �_� � � � 0.050 /i � � i ✓ - - - - - - - - - � 667 +�.0000 830 : „ Ci_I. �-- GJ-I-�-�J- > � � � � 20 �� 0 _,_ 30 � 40 50 - -- - - - i - - - -- - - - - - -- �-,-;-i-�-� 870 � f i 860 l-i��_�i ?.� , , � � 850 ,. ,� � � _ ,`_ --___�� _ _ . . , ____ _ -�-i-i-i-ri �— ----- ---�—.— - -- — — -- --------- --------- --- ' 840 I II___I_�__�_ I�I � I I I I I I � I I Y I I I � I I. S.S. 840.357 _ _ � IIIIII 70 80 -� 90 � --�-- 100 I � 830 � ___ _- --- --- ----- -------- ' �I!I�! 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 f I 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 - 120 110 100 _, _ , , � . � . � . _ . . � � . � , . --=___________-- -----_- � ________—__--______----- ---___ � -i 90 - 80 70 - 60 '��I 50 40 - 30 20 10 0 10 20 v- I! I e �Ie _---- -- --- --- P E RM I T D RAW I N G _ ___ _ - - _ , � _ ___ _ _ H E ET F 4 - - - !� ___ _ _ _j S 60 O 6 _ _ _____ � --� 900 '— — _ _ _ _ _ I I I-I _I- I �— I—i —� — —H —H—I -H --I � I I I I f f—H—�.-- I I I —H —._H—I- H--I I_H-- I— I—� I_I— I- I I I_ H— I I�— I I I�— �— �I I—H— H— I- fi�— � I—�H-- I I I I I I— ——— — — —_ _ - 900 — —— - i , _ — — — — _ _ _ - — — — — — __ _ — — — — — — --- — _ _ ___ _ — — — — — — — _ _ _ _ ___ — — — — — — — — —.— — — -- -- —. _ ___ _ _ _ _.— — — — _ _ _ — — — — —_ _ _. _ ___ _ _ _ _ _ - — — — — — -- — — — _ _ _ _ _ _ _ _ - - -. _ _ - - - - - _ - - - - _ _ _ - Y4EB - _ _ _ _ _ _. __ _ _ _ _ _ _ _ - - - - - -- - - - - - - -- - - - - - - - - - - - _ - -- - - - -- - - - - - - - - - -- - - - - - -- - -._ -- - - - - - - - __ _ _ _ _ --- _ _._ __ __ __ __ _ _ __ __ __._ _ _._ __ __ __. __._ _ __ __ __. _._ __ _.__ � . 890 . , . . - . . . _ _ .---- _ . � STA 40 + 50.0000 S 890 _ _ _ _ _ _. _ _ _ _ _ _ _ - - - - -- -- - - - - - - -_ _ --- - ---- -- - - - - - - -- - - -- -- ---- - - - - -- - - - - -- - - -- - - - - -- - -- - - � - - - - - - - - ii _ _ _ _ _ _ _ - - - _ _ _ _ _ _: - _ - - - _ _ _ - - - - _ - - - - - - - - - - - - - _ �- - __ _ _. -- _ _ __ -- ----- - - --- - - -- --- - - - - - - - - ---- - ---- - I I i _ _ _ r--- - -- � _ _ _ _. _ _ - - _ _ _ _ __ - - - _ -i i _ _ __ __ SITE 22 - - - -- - --- - - - - -- - --- -- -- - -- - -- _. -- - _. -- _ -- - - - - � - --- - - - - - --- - - - - _ _ _ __ . - -- __ _- - . __ __ _ - - -- -- - -- - - - - - - ---- �_ _ _ _ _ _ --------_- _ _ _ _ _ _ _ _ _ _ _ __ - - _ _ _ _ _ _ _ _ _ - - - ,- � _ _ _ _ _ _ -- ---_- __- - � - - - 880 _ _ _ _ _ _ _ _ _ _ _ ._ __ __ e __ __ _ _ _ _ _ — — -- —_ __ _ — --_ -- —_ __ _ _ _ _ _ _ __ _ __ _ ; _ __ _ 880 _� � , � � � . fi��r- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - -- - - - - -- -- - -- -- -- - - - - - -- - - -- -- - -- -- - - --- -- -- - - - . . . � �o� 5 01 0 - -- -- - -- - - - - - - - - - - - - - - - - - 0 021 _0 021_ _o 021 — �2 __ -- I � -i � 8 4.63 _ _ _ _ _ _ _ _ _ _ _ _ __ . _ _ - - - - - -- --- - - - - - - - - - -- - - -- - - - - - - - - 870 :_ - _ _ _ _ _ _ - - - - - - - - - - - - -- - -- - - - -- --- -- - -- -- --- - - - -- -- - - -- -- _- - _- _ - --- �� -- = --- =- - - _ _ _ . D.P. 874.580 - - - 870 3� ! + � — -- — �_ _ � � : : . _�_ i � i _i i� � ; FI � � . LL I N WETLAN D- -� �� I ��__ -�+-� �� I i -� i i i ��. � i � i i i i i i i � 860 : � i �� i �� ` 860 — — — — � � � � � � � �� —� — — — — — — — , , , -- �_ _ _ _ — — — __ . _ _--- , ___ _ -_ _ __._ ' i � ____-- _ ._ , ��I _-- ,_ ______--- -------------'-- ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - 850 ------- ----.-----.-------- -----.----.-------- --- S o S o 8 5 q e 8 q q --,____ _. __ ----- 850 --� '� 40 � 50.0000 ._ ,I _ 900 : 900 � ----_-- � _ i � - Y4EB - _� 890 : STA 40 + 00.0000 S 890 � 880 �� , i � � o� 870 ,- � _ —.__----_ ____ __—,-------_ ____ ---- � � __-------- ----- a �=�-u � — --- � -- ' — —_ �-------- SoSo 866o97q __ . � — _ --- ---- � _ _ 860 __.___------- _ ___________------ _� -- — — — — — 850 :— . _ __ •I• �• • � ::/ --------------_ ____ --- ----------- -- 5�1 ---- --------__---- — ---------__--______ o � ��_��i_� , , _. _ � i --- ------------ ---- ---� � � _------ -� 870 : ____ ----- SaSo 87qo635 _�— ________ _ I�—i—i—i_ I — — — — — ----- -- -------- 86y0 — _� �—��__—�—��_�--��_�—� �_�—�—�_ _�--� ��_�--��_�—� �_�—u_ _�—��__—��_�--� �_�--�_ _�—�—�—,_ —, , ,—,_ ,—� —:—�—�_ _:—�—�—_ —�—�—_ :— �--:—�--_ ,—�—�_ _:—�—�—_ —�—�—�—:— �--:—� _ .—�—�_ .--�—, --�—_ :— �--:—� —:—�—�— _:—�—�—_ —�—�—�—:— ,—_ . ,—,—_ , , ,,. --. .--� --�—�—. —�—�—,,_ _�_ -�- i � � � �� i ��-i-H � i � �- � i � i � i � �- � i � �- � i � �� i i �- i � 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 ,�_,. 90 � :� ��_ 70 � ��_ 50 � n n�i n n�i 0_�21 n n�i �_�_� 30 � 0. 021 qa 216o I 5 0� 0 880 .0 _` D.P. 875.927 ��- 870 : �� .. 0.021 �_�- 20 4_ �� , c,�i e 0 10 s 860 � . f 850 900 S' 890 f 0 880 _�-- _i 870 _I—i—i—i—ri � 860 . . . . I. i. .. . . . . . i WETLAND PERMIT IMPACT SUMMARY WETLANDI PACTS S RFACE ATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 28+00 -Y1- ROAD FILL 0.03 < 0.01 0.02 0.02 142 2 16+00 -Y1 RPD- ROAD FILL - INTERMITTENT 0.01 109 ROAD FILL - PERENNIAL 0.02 208 STREAMBANK STABILIZATION < 0.01 < 0.01 10 37 3 21+56-25+22 -Y1- 2@ 7'x6' RCBC 0.06 < 0.01 438 33 3A 17+36-21+53 -Y1- DETOUR - ROAD FILL 0.08 545 3B 20+55-21+32 -Y1- DETOUR - ROAD FILL 0.03 194 4 501+51-503+21 -L- ROAD FILL 0.03 < 0.01 493 18 STREAMBANK STABILIZATION < 0.01 < 0.01 9 31 5 503+85-507+80 -L- ROAD FILL 0.05 < 0.01 740 22 5A 507+39-509+64 -L- ROAD FILL 0.01 306 6 523+00 -L- ROAD FILL 0.03 < 0.01 0.02 < 0.01 312 42 7 527+00 -L- ROAD FILL 0.52 0.01 ROAD FILL-POND 0.59 8 559+75 -L- 2@ 10'x6' RCBC 0.06 < 0.01 442 53 STREAMBANK STABILIZATION < 0.01 < 0.01 58 44 9 560+75 -L- ROAD FILL 0.03 0.01 10 560+50-568+74 -L- ROAD FILL 0.01 0.07 < 0.01 783 22 10A 566+g4-572+75 -L- ROAD FILL 0.05 684 11 615+00 -L- 3@ 10'x9' RCBC 0.43 0.02 808 57 11A 19+76-21+44 -Y4RPBD- CHANNEL CHANGE 0.08 0.01 223 41 12 15+g4-18+g6 -Y4RPBD- CHANNEL CHANGE 0.01 0.02 88 205 SUBTOTALS*: 0.62 < 0.01 0.05 1.53 0.19 5853 1344 'Rounded totals are sum of actual impacts NOTES: ReWsed 3/12/13 WETLAND PERMIT IMPACT SUMMARY WETLANDI PACTS S RFACE ATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 13 20+00-21+40 -Y4RPBD- ROAD FILL 0.33 14 629+g5-635+g0 -L- ROAD FILL 0.04 0.05 688 15 636+32-641+55 -L- ROAD FILL 0.18 0.04 332 ROAD FILL-POND 2.38 15A 644+00-645+00 -L- ROAD FILL < 0.01 108 16 643+56-644+61 -L- ROAD FILL < 0.01 104 ROAD FILL-POND 0.16 17 663+65-667+00 -L- ROAD FILL 0.09 < 0.01 0.06 928 18 667+15 -L- 3@ 12'x10' RCBC 0.06 0.02 377 67 STREAMBANK STABILIZATION 0.02 0.01 80 59 19 668+50 -L- ROAD FILL 0.47 0.01 20 687+g0-691+59 -L- ROAD FILL 0.03 163 RQAD FILL-POND 0.85 450 21 22+50 -Y1- ROAD FILL 0.02 22 40+50 -Y4- OUTLET PAD 0.01 23 45+65 -Y4- CULVERT EXTENSION 0.06 0.01 100 32 STREAMBANK STABILIZATION 0.02 0.01 54 21 23A 44+95-45+18 -Y4- ROAD FILL < 0.01 57 23B 45+07-46+34 -Y4- ROAD FILL 0.01 135 24 80+73-81+57-Y4RPBD- ROAD FILL 0.02 202 24A 80+50-81+51-Y4RPBD- ROAD FILL 0.06 25 37+31 -Y4RPA- 30" RCP < 0.01 73 STREAMBANK STABILIZATION < 0.01 < 0.01 21 16 SUBTOTALS*: 1.20 0.02 3.77 0.05 3422 195 450 "Rounded totals are sum of actual impacts NOTES: ReWsed 3/12/13 WETLAND PERMIT IMPACT SUMMARY WETLANDI PACTS S RFACE ATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 26 29+16-31+12 -Y4RPC- ROAD FILL-POND 0.38 27A 104+62 - 107+53 -Y4- ROAD FILL 0.02 205 276 107+60 -Y4- 42" WELDED STEEL 0.05 0.01 < 0.01 130 14 27C 107+58 - 108+44 -Y4- 30" RCP < 0.01 116 28 54+65 -Y4- STREAMBANK STABILIZATION < 0.01 25 29 145+62 -Y4- ROAD FILL < 0.01 30 64+34 -Y4- STREAMBANK STABILIZATION < 0.01 28 31 557+28 -L- STREAMBANK STABILIZATION < 0.01 21 SUBTOTALS*: 0.05 < 0.01 0.42 < 0.01 525 14 SUBTOTALS FROM PAGE 1*: 0.62 < 0.01 0.05 1.53 0.19 5853 1344 SUBTOTALS FROM PAGE 2*: 1.20 0.02 3.77 0.05 3422 195 450 TOTALS*: 1.87 < 0.01 0.08 5.72 0.24 9800 1553 450 'Rounded totals are sum of actual impacts NOTES: ReWsed 3/12/13 � P m m � � � _ � � T � D � N 7� �� a o� �a� � O 3� N p� w �� o�� M�fy � � � 00 � 0 N V .. � V � � O V � / Prepored In ihe Offlce of: HI'DRAULICS DIVISION OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ExcrxEEn STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS 50 25 0 50 100 ADT 2010 = 53,560 LENGTH OF ROADWAY PROJECT U-25796 = 3.86 Miles. �000 a�r��, Ridge nr., Raleigh Nc, z�eio Mo� ADT 2030 = 79,880 LENGTH OF STRUCTURE PROJECT U-2579B = 0.19 Miles. zooe srnNnna� spEcrFtcaz�oxs RD PLANS DHV = 10 % TOTAL LENGTH OF PROJECT U-2579B = 4.06 Miles. + '• 50 25 0 50 l00 D= 60 % RIGHT OF WAY DATE: TONY HOUSER, PE src,vazua�: � : T = � H % # PROJECT ENGINEER ROADWAY � A PROFILE (HORIZONTAL) y= 70 MPH JUNE 19, 2012 ENGINEER r R TII� f LETTING DATE: LEE ANN MOORE �O S O �O 20 *'��'ST �Z % DUAL 6% PROJECT DESIGN ENGINEER PROFILE (VERTICAL) FUNC CLASS=INTERSTATE OCTOBER 21, 2014 PE SIGNATURE: STATE HIGHWAY DESlGN ENGfNEER 1 �ote: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line ------ County Line --- Township Line --- City Line -- Reservation Line - - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X 0 E�P � a ECM 123 x x— Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -W�B— — — — Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site �' Potential Soil Contamination: Area or Site � BUILDINGS AND OTHER CULTURE.• WLB EAB EPB .,. � Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine �' Foundation � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream BufFer Zone 1 BufFer Zone 2 F I ow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump �----� �----� JS BZ 1 BZ 2 . .. :"I'.,��'I'I�:' (�)I��' �(�)'�'III ��'.,��I'�(�)I:;I:�.��. I�I)� I � ' I : � I (�)J \ (�) I �� ° I I I � �� I I ��' . �� " � � � � � � i � RAILROADS: Standard Gauge CSX TRANSPORTATION RR Signal Milepost MILEPOOST 35 $WltCil 0 SWITCH RR Abandoned + + + + RR Dismantled — RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line — ♦ 0 Proposed Right of Way Line R Proposed Right of Way Line with R Iron Pin and Cap Marker Proposed Right of Way Line with � R_ Concrete or Granite R�W Marker Proposed Control of Access Line with Concrete CJA Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement— Proposed Permanent Utility Easement — Proposed Temporary Utility Easement — Proposed Aerial Utility Easement — Proposed Permanent Access Easement — Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — iC� �A, E E TDE PDE DUE PUE TUE AUE PAE 0 Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal I�EGETATION.• Single Tree Single Shrub � � Hedge Woods Line � � � � � � � � Orchard Vi neya rd EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � � � � Vineyord CONC � CONC WW � � CONC HW �--------� � CB �• P - - - -P- - - - Existing Telephone Pole -♦ Proposed Telephone Pole -O- Telephone Manhole O Telephone Booth � Telephone Pedestal � Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*j- - - - -T�- - - - Recorded U/G Fiber Optics Cable T FO Designated U/G Fiber Optics Cable (S.U.E.''�- - - - -T Fo- - - . WATER: Water Manhole O Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line W Designated U/G Water Line (S.U.E.* - - - -W- - - - Above Ground Water Line A�c water TV: TV Satellite Dish C TV Pedestal ❑� TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable T� F° Designated U/G Fiber Optic Cable (S.U.E.*� ----TV FO- -- GAS : Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line — — — —G— — — - A/G Gas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0 U/G Sanitary Sewer Line SS Above Ground Sanitary Sewer A/G Sanitory Sewer Recorded SS Forced Main Line F55 Designated SS Forced Main Line (S.U.E.*) — - - - -F55- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • a 0 Os - 7UTL - 0 �ST 0 � 0 AATU R E.O.I. GPS NETWORK `�STOK S COUNTY F RSYT COUNTY : J�� .� � Q.O� 5 2 � LEV�ISVILLE 421 � � B�S , I-4 �--- DA GPS NETWORK 311 GREEN RSYTH C T` �-- SO COUNTY ELLER 3 BEGII�I C01�STR UCTI0111 -Yl POTSta. 10 + 00.00 NCDOT GPS STATION U2579B-2 LOCALIZED PROJECT COORDINATES N = 8741120277 E = 1658607a106 ELEVo = 910a76 a �V �n o� � N I O� I, [� � . NOTES: 158 HAWTHORNE RESET MARKET � STREET 311 NOT TO SCALE NCDOT GPS STATION U2579B—I LOCALIZED PROJECT COORDINATES N = 875565o1q2 E = 16598760641 ELEVa = 919053 � US 158 1 � � W �' + U OW� � O �'' �� v� US 158 �`' O � � W� � E11tD C01�STR UCTI01� —Y2— POT STA. 29 + 75.00 � W � E1VD C01�STR UCTI011T —YI POT Sta. 54 + 00.00 S UR VEY C01�TROL SHEET U-2�798 BEGI11l C01�STR UCTI01� -Y2 POTSta. 10 + 00.00 WALKERTOWN/GUTHERIE RD. SR 2385 �� p.0 _ �� \�� SRR ��F �P � ST Ao l0 +OOo00 BEGIN CONST RUCT lON —Y2A— STAo /6�OOo00 TION U2579B-3 END CONST RUCT lON —Y2A — ST Ao 22 +OOeQO END CONST RUCT lON —y_3 — ST Ae 26 +25000 P�� 2� �� S� �� —SRR — ST Aa 57 �26a59 E11tD C01�STR UCTI0IV -YSA- STA. 81 + 25.00 E11tD CO1�lSTR UCTI0111 -Y4WB POT Sta. 143 + 00.00� -Y4EB POT Sta. 143 + 00.00, � � NCDOT GPS STATION U2579B-10 LOCALIZED PROJECT COORDINATES B US. 40 B US. 40 EBL N= 862393a881 NCDOT GPS STATION U2579B-9 E= 1659q54o537 LOCALIZED PROJECT COORDINATES ELEVo = 836a07 N = 862298a542 E = 16606950161 ELEVo = 821023 1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN (HIGH ACCURACY REFERENCE NETWORK) NAD 83/95 ADJUSTMENT. THIS CALIBRATION WILL ALLOW THE END USER TO WORKWITHIN THE SAME COORDINATE SYSTEM WHEN USING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHER SYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES MAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES. 2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP://WWW.NCDOT. ORG/DOH/PRECONSTR UCT/HIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FOUND ARE AS FOLLOWS: U2579B LS_GPSCALIB_071217.HTML U2579B LS_WGS84_071217. TXT U2579B LS LOCAL 071217.TXT U2579B LS CONTROL 071217.TXT THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO REPRODUCE THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. �INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWORK ESTABLISHED FROM EXISTING HARN MONUMENTATION SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. NCDOT GPS STATION U2579B-4 LOCALIZED PROJECT COORDINATES N = 86755qo058 E = 1665981a533 ELEVo = 9q6a50 NCDOT GPS STATION U2579B-8 LOCALIZED PROJECT COORDINATES N = 861955a185 E = 1665179o34q ELEVo = 88qa85 TO WI11�ST01� �� .r',�.� G��J' BEGI11l C01�lSTR UCTI01� -YSA- POT STA. 54 + 00.00 NCDOT GPS STA LOCALIZED PROJECT COORDINATES N = 8681840593 E = 16669230175 � ELEVo = 947a62 BEGIN CONST RUCT lON —Y3 — ST Ao l8 �25000 C �r � � �� E111D COI�STR UCTI01� � -Y5- POT STA. 33 + 30.00 END TIP PROJECT U-2579B —L— POT STA. 692+32.98 NO TE: DRAWING NO T T O SCALE NCDOT GPS STATION U2579B-7 LOCALIZED PROJECT COORDINATES N = 8618180742 E = 16668750763 ELEVo = 893030 � � HASTINGS HI LL RD. BEGI11l C0IVSTR UCTI0111 -YS- POT STA.16 + 00.00 PROJECT REFERENCE NO. SHEET NO. U-2579B 1C Location and Survevs BEGI11l COI�TSTR UCTI01� -Y4EB POT Sta. 26 + 80.00 -Y4WB POT Sta. 26 + 80.00 � NCDOT GPS STATION U2579B-6 LOCALIZED PROJECT COORDINATES N = 861q35o209 E = 16718170303 ELEVo = 891085 B US. 40 WBL TO KERI�IERSVI. US. 40 EBL �� NCDOT GPS STATION U2579B-5 LOCALIZED PROJECT COORDINATES N = 8613410266 E = 16730300785 ELEVo = 918090 DATUM DESGRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "U2579C-1" WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 876419.285(ft) EASTING: 1651591.602(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99995453 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "U2579C-1 " TO —L— STAT I ON 478+00. 00 I S S 71°38'00" E 6933.9132 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 GPS Calibration Report Project : U2579B FieldCalibration TIP Number User name tbovender Date & Time 12:41:06 PM 12/11/2007 Coordinate System US State Plane 1983 Zone North Carolina 3200 Horizontal Datum NAD 1983 (Conus) Vertical Datum Geoid Model Geoid03 (Conus) NC Sub Grid Coordinate Units US survey feet Distance Units US survey feet Height Units US survey feet LOCAL SITE INFORMATION Localized around U2579C-1 Latitude 36^09'08.35562" N Longitude 80"10'48.38377" W Site Scale Factor 1.000045472 Height 870.594 The North Carolina Department of Transportation uses a Localized Coordinate System which is very similar to North Carolina Zone 3200 from which it is derived. Please take care in utilizing these coordinates to eliminate confusion of the two systems. This file is to aid in the use of Real Time Kinematic (RTK) GPS during construction layout. Datum Transformation Parameters Datum Transformation computation not requested Updated Default Projection (Transverse Mercator) Definition Updated default projection not requested NOTES: 1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN (HIGH ACCURACY REFERENCE NETWORK) NAD 83✓95 ADJUSTMENT. THIS CALIBRATION WILL ALLOW THE END USER TO WORKWITHIN THE SAME COORDINATE SYSTEM WHEN USING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHER SYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES MAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES. 2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP://WWW.NCDOT. ORG/DOH/PRECONSTR UCT/HIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FO UND ARE AS FOLLOWS: U2579B LS_GPSCALIB_071217.HTML U2579B LS WGS84 071217. TXT U2579B LS LOCAL_071217.TXT U2579B LS CONTROL 071217.TXT THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO REPRODUCE THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. S UR VEY C01�TROL SHEET FI1�lAL Horizontal Adjustment Parameters Northing coordinate of rotation center 864170.124sft Easting coordinate of rotation center 1664837.355sft Rotation about the center point 0°00'00" Translation north -0.529sft Translation east 0.589sft Scale factor 1.00004635 -------------------------------------------------------------------------------- Vertical Adjustment Parameters Northing coordinate of origin point 875565.201 sft Easting coordinate of origin point 1659876.674sft Vertical separation at origin 0.158sft Slope north 1.193ppm Slope east -0.561 ppm Geoid Model Definition Geoid03 (Conus) NC Sub Grid -------------------------------------------------------------------------------- Residual Differences Between GPS (WGS84) And Local Coordinates Summary Maximum error Root Mean Horizontal 0.137sft 0.025 Vertical 0.119sft 0.020 Three-dimensiona10.155sft 0.032 Square error Point U2579B-4 GPS U2579B-10 GPS U2579B-4 GPS DATUM DESCRIPTION THE LOCA�IZED COORDINATE SYSTEM DEVE�OPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "U2579C-1" WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 876q19.285(ft) EASTING: 1651591.602(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99995453 THE N.C. LAMBERT GRID BEARING AND �OCALIZED HORIZONTA� GROUND DISTANCE FROM "U2579C-1 " TO -L- STAT I ON 478+00. 00 I S S 71 ° 38' 00" E 6933. 9132 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICA� DATUM USED IS NAVD 88 U-2�798 Point U2579B-1 GPS Latitude 36°09'00.87235"N Longitude 80°09'07.26064"W Height 812.331 sft Point U2579B-2 GPS Latitude 36°08'46.36004"N Longitude 80°09'22.53339"W Height 803.624sft Point U2579B-3 GPS Latitude 36°07'48.69349"N Longitude 80°07'40.32920"W Height 840.897sft Point U2579B-4 GPS Latitude 36°07'42.35263"N Longitude 80°07'51.71822"W Height 839.746sft Point U2579B-5 GPS Latitude 36°06'41.70853"N Longitude 80°06'24.95413"W Height 812.800sft Point U2579B-6 GPS Latitude 36°06'42.50385"N Longitude 80°06'39.75439"W Height 785.713sft Point U2579B-7 GPS Latitude 36°06'45.74473"N Longitude 80°07'40.02458"W Height 786.818sft Point U2579B-8 GPS Latitude 36°06'46.90138"N Longitude 80°08'00.7171 1 "W Height 778.296sft Point U2579B-9 GPS Latitude 36°06'49.78833"N Longitude 80°08'55.41020"W Height 714.479sft Point U2579B-10 GPS Latitude 36°06'50.58887"N Longitude 80°09'10.54199"W Height 729.478sft Point BL-21 GPS Latitude 36°06' 13.76877"N Longitude 80°08'00.73239"W Height 800.390sft Point U2579AB-1 GPS Latitude 36°05'35.79056"N Longitude 80°08'08.30858"W Height 832.735sft Point Residuals WGS84 Coordinates Calculated point FOR DISPLAY ONLY Local Coordinates Northing 875565.201 sft Easting 1659876.674sft Elevation 919.540sft Horz error 0.068sft Vert error 0.010sft 3D error 0.069sft Northing 874112.260sft Eastin� 1658607.033sft Elevation 910.820sft Horz error 0.075sft Vert error 0.060sft 3D error 0.096sft Northing 868184.488sft Easting 1666923.146sft Elevation 947.570sft Horz error 0.108sft Vert error 0.050sft 3D error 0.120sft Northing 867553.926sft Easting 1665981.571 sft Elevation 946.428sft Horz error 0.137sft Vert error 0.072sft 3D error 0.155sft Northing 861341.303sft Easting 1673030.811sft Elevation 918.962sft Horz error 0.045sft Vert error 0.062sft 3D error 0.077sft Northing 861435.294sft Easting 1671817.327sft Elevation 891.926sft Horz error 0.089sft Vert error 0.076sft 3D error 0.117sft Northing 861818.786sft Easting 1666875.807sft Elevation 893.236sft Horz error 0.063sft Vert error 0.064sft 3D error 0.090sft Northing 861955.088sft Easting 1665179.317sft Elevation 884.783sft Horz error 0.101 sft Vert error 0.067sft 3D error 0.122sft Northing 862298.609sft Easting 1660695.139sft Elevation 821.142sft Horz error 0.071 sft Vert error 0.088sft 3D error 0.113sft Northing 862393.955sft Easting 1659454.533sft Elevation 836.189sft Horz error 0.074sft Vert error 0.119sft 3D error 0.140sft Northing 858604.732sft Easting 1665139.800sft Elevation 906.741 sft Horz error 0.049sft Vert error 0.001 sft 3D error 0.049sft Northing 854771.500sft Easting 1664474.164sft Elevation 938.953sft Horz error 0.041 sft Vert error 0.013sft 3D error 0.044sft PROJECT REFERENCE NO. SHEET NO. U-2579B 1D Location and Survevs Point U2579B-1 LOCAL Northing 875565.142sft Eastin� 1659876.641 sft Elevation 919.530sft Utilized Horz and Vert Quality Survey quality Point U2579B-2 LOCAL Northing 874112.277sft Easting 1658607.106sft Elevation 910.760sft Utilized Horz and Vert Quality Survey quality Point U2579B-3 LOCAL Northing 868184.593sft Easting 1666923.175sft Elevation 947.620sft Utilized Horz and Vert Quality Survey quality Point U2579B-4 LOCAL Northing 867554.058sft Easting 1665981.533sft Elevation 946.500sft Utilized Horz and Vert Quality Survey quality Point U2579B-5 LOCAL Northing 861341.266sft Easting 1673030.785sft Elevation 918.900sft Utilized Horz and Vert Quality Survey quality Point U2579B-6 LOCAL Northing 861435.209sft Easting 1671817.303sft Elevation 891.850sft Utilized Horz and Vert Quality Survey quality Point U2579B-7 LOCAL Northing 861818.742sft Easting 1666875.763sft Elevation 893.300sft Utilized Horz and Vert Quality Survey quality Point U2579B-8 LOCAL Northing 861955.185sft Easting 1665179.344sft Elevation 884.850sft Utilized Horz and Vert Quality Survey quality Point U2579B-9 LOCAL Northing 862298.542sft Easting 1660695.161 sft Elevation 821.230sft Utilized Horz and Vert Quality Survey quality Point U2579B-10 LOCAL Northing 862393.881sft Easting 1659454.537sft Elevation 836.070sft Utilized Horz and Vert Quality Survey quality Point BL-21 Northing 858604.777sft Easting 1665139.780sft Elevation 906.740sft Utilized Horz and Vert Quality Survey quality Point U2579AB-1 Local Northing 854771.471 sft Easting 1664474.194sft Elevation 938.940sft Utilized Horz and Vert Quality Survey quality B� POINT DESCa NORTH 13 B�-13 87448�05922 2 U2579B-2 8741120277(� 14 B�-14 8738130187(� 15 B�-15 8735�5031�� 16 B�-16 8733410�28� 1 7 B� — 17 87318�J o 1 78�1 18 B�-18 872875075�(� 1� B�-1� 8725580�16(� 2(� B� — 2(� 872234 0 768� 21 B�-21 872�6807�4(� 22 B� — 22 87192 J o(�36(� 23 B�-23 8718360819(� 24 B�-24 8716340453(� 25 BL-25 871468o812QJ 26 B�-26 871276o�54�J 27 BL-27 87111�o�44�J 28 B�-28 871�310(�73� 29 B�-29 87Q1857o486P 3(� BL — 3f� 87�57� 0 1 13(� 31 B�-31 87�4230��5� 32 B�-32 87(�23�o724P 33 B�-33 87�1260815� 34 B�-34 86�934o3�5QJ 35 B�-35 86�4780431(� 36 B�-36 86�1350�94(� 37 B�-37 8686670175� 38 B�-38 868112028�(� 3� B�-3� 8677410422(� 4f� B� — 4�1 8672�7 0 182(� 41 B�-41 8663690224� 42 B�-42 86554�0711(� 43 B�-43 865�2�o177�J 44 BL-44 8643470185� 45 B�-45 864��0888(� 46 B�-46 863878o87PJ� 47 B� — 47 8637(�8 0 71 7�J 48 B�-48 86342�0465(� 4� B�-49 8629560626� 5(� B� — 5(� 862783 0 552� 51 BL-51 8625780831� 52 B�-52 861914013�(� 53 B�-53 8614720328� 54 B�-54 86�9(�60�53� 55 B�-55 86�165�01377 56 B�-56 86P�35o6198 57 B�-57 85�69607794 58 B�-58 85945205755 5� B�-5� 85�16606533 6(� B�-6� 85877304176 61 B�-61 85826�02881 62 B�-62 85792103035 NOTES: S UR VEY C01�TROL ERST ELEVRTION � STRTION 1657767 a 3f�61 859 0 16 473 � 26 o f�6 16586�7a1(�6� �1�a76 482�350�2 165886�a382� �33a23 486��6078 16592��a912�1 �43a67 49��18063 1659648a915PJ �11o4f� 495�25038 165��1a439� �2205(� 4�8�25018 166�386a837� 8�6a12 5�3��80(�8 166PJ�22a863PJ 898e68 51��2Po70 1661459 a 262(� �4PJ e 28 516 � 47 0 44 1661733a881PJ �17022 51��68036 1661�78a287� 887a72 522�54043 1662112a561PJ 894a62 524�12o4PJ 1662451 a 822PJ 881 a 2(� 528 � PJ7 0 4 1 166271�a267�1 �140�4 531�210�� 1663 J53 a 235� �38 0 3(� 535 ��7 0(�3 16633�2a1��J �24a41 538�(�1032 1663445a946PJ �18a87 53��7�032 1663735a174� ��4058 543�PJ7o62 166414(�a�28� �25042 547��082 1664375 a 8(�2� ��6 e 31 55f� � 8P o 31 1664583a718PJ 889e�5 553�63034 1664746a5(�8PJ 8690�3 555�52072 166488(� a 8(�9(� 847 0 26 557 � 82 0�� 1665275a8�1� 877a45 563�86o�J 1665515 a 977�1 887 a 3� 568 � PJ6 0 44 1665805a7370J ��1081 573�57069 1665�76a�62� �3607� 57��360�0 1666381a6�4� �45a66 584�21042 1665�46 a 135PJ �55 e 28 587 � 33 o PJ 1 16661 33 a 163(� 943 e 06 597 � 43 0 94 1666485 a 142PJ 8�� 0 27 6�6 �(��J o(�5 1666467a869� 877026 611�11087 166647PJa�43PJ 852e86 617��303� 1666471 a PJ88(� 839 a 68 62(� � 4P o(�5 166647�J a 1��1 861 0 93 622 � 6Ql 0 26 1666437a261� 862a94 624�31087 1666376a61�� 824a44 627�230�� 1666344a959�J 832a85 631�88077 1666288a685(� 84802� 633�67062 1666211a537� 858044 635�81061 166637�a852� 8�3a6� 642��806� 1666P6�a6751 �25a28 646��907� 1666�J66 a 1526 �334 0 37 652 � 51 0 91 1665��3a7797 �1�08� 655�38058 166575�a2873 872a�9 661�690�9 1665682a72�7 865a82 665�1606� 1665636a2271 84PJa15 667�6Po65 166557(� a 3378 87f� 0 5� 67� � 44 0�5 1665478a8(�68 892a61 674�2404� 1665453a6752 �35e33 678�42046 16653(� 1 a 1 74(� �21 e 71 682 � 14 0 73 1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN (HIGH ACCURACY REFERENCE NETWORK) NAD 83✓95 ADJUSTMENT. THIS CALIBRATION WILL ALLOW THE END USER TO WORKWITHIN THE SAME COORDINATE SYSTEM WHEN USING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHER SYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES MAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES. 2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP://WWW.NCDOT. ORG/DOH/PRECONSTR UCT/HIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FO UND ARE AS FOLLOWS: U2579B LS_GPSCALIB_071217.HTML U2579B LS_WGS84_071217. TXT U2579B LS LOCAL 071217.TXT U2579B LS CONTROL 071217.TXT THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO REPRODUCE THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. BY� POINT 411 522 523 BY1�J POINT 524 525 412 526 527 BY 10JC POINT 528 413 OFFSET �Je PJ7 LT 121o4�J LT 2a 6� RT 7a 3� RT 4aPJ4 LT 3 a �7 RT 11a 17 RT 3a 6PJ RT 2a (�8 RT 1 a 4(� RT 1a53 RT 2a 93 RT f�a 3� �T 2038 RT 7a �8 LT 2018 �T f�o87 �T 20 91 LT 30 22 RT 16a �7 LT 4a 52 LT 38a 6� �T 3a 15 RT 4a �8 RT 1(�a8� RT 3a 98 RT 88031 RT 165a 32 �T 376a 5� RT 345a57 RT (�a 35 RT 1 a 17 RT 23a 83 �T 33a 98 �T 45e 16 LT 23a 63 �T 13057 RT 3a PJ3 �T 31 a 5� RT 8(� a 3� RT 1�2a 4� LT 26a 15 RT 95a PJ7 �T 5a 61 RT 7 a 4(� RT 12a 37 LT 5(�a 7� �T 1�1067 LT 1 �� a 3� �T 444a 74 LT 512a 82 �T FI1�lAL SHEET U-2� 79B BY1 POINT DESCo NORTH ERST ———————————— ———————————————— ———————————————— ———————————————— 5P� BY1-5�� 87642�o863J 166�6P�o34�� 40�J U258�B-1 87556501420 16598760641� 5�1 BY1-5�1 874918o7�4P 165934Po202� 4�1 U257�B-2 8741120277� 165860701�6� 5J2 BY1-5�2 873�450712� 165772103�9� 503 BY1-5�3 8721300203� 1657PJ(�7o�34� BY2 POINT DESCo NORTH ERST ———————————— ———————————————— ———————————————— ———————————————— 504 BY2-504 8739700837� 1659�P4o2PJ�0 402 B�-15 8735�5o31PJ0 16592�90912� 5J5 BY2-5�5 872636o688J 165835�0��8� 5P6 BY2-5P6 8724�207�6� 165737205�7� BY3 POINT DESCo NORTH ERST ———————————— ———————————————— ———————————————— ———————————————— 507 BY3-5�7 873877o61�JP 1662PJ29o337� 508 BY3-5�8 8726310211� 16618560227� 4�3 B�-2� 8722340768� 166145�0262� 5P� BY3-5�� 871757o691PJ 166�8880535� 51PJ BY3-51PJ 87PJ936o296PJ 166�56�0765� BY3B POINT DESCo NORTH ERST ———————————— ———————————————— ———————————————— ———————————————— 511 BY3B-511 8715240�94� 166�8440577� 429 BY3-5�9 871757o691QJ 166(�8880535� BY4 POINT 512 513 405 514 DESCo NORTH EqST BY4-512 8735(�60��8� 16624J�o855� BY4-513 87214�o41�P 1663143o486P B�-26 8712760�540 1663PJ53o235� BY4-514 87072305810 16631840393� BY5 POINT DESCo NORTH ERST ———————————— ———————————————— ———————————————— ———————————————— 515 BY5-515 8702610111� 1664��40��6� 4�6 B�-31 870423o��5J 166437508�2� 516 BY5-516 870477021�0 1664PJ8�o717� BY6 POINT DESCo NORTH ERST ———————————— ———————————————— ———————————————— ———————————————— 517 BY6-517 86�2�904550 16657820315� 407 B�-37 868667o175P 16658�50737� BY7 POINT DESCo NORTH EqST ———————————— ———————————————— ———————————————— ———————————————— 518 BY7-518 868682e7��1� 166745�0811� 4�8 U257�B-3 8681840593� 1666�230175� 40� B�-3� 867741o422PJ 1666381o6�J4� 519 BY7-519 8675�30�21� 16655300141� 52� BY7-52f� 8676710��1� 1664�6205�1� BY8 POINT DESCo NORTH ERST ———————————— ———————————————— ———————————————— ———————————————— 41� BY7-52f� 867671o(��1P 1664�6205�1� 521 BY8-521 86�24�o182�J 1664��60618� DESCo NORTH E�ST BL-39 8677410422(� 1666381o6�4�J BY�-522 8672�1oPJ23� 1665364o118P BY�-523 867�6�0(�16(� 166485�0514� DESCo NORTH E�ST BY1�-524 868746066�� 1668213o�J31(� BY1�-525 8681540395� 1667362o293P B�-39 8677410422(� 166638106�4� BY1�-526 867154o532�J 1665453016�� BY1�-527 8669840815� 1664726o�8PJJ DESCo NORTH E�ST BY1�C-528 867�580257� 1667�3�o311P B�-39 867741o422f� 1666381o6�4P E�EVRTION SRR STF�TION OFFSET 945066 33�47027 17e73 LT 946089 44�98038 11o2PJ �T 9420 (�1 5�� 180 56 1�0 6PJ �T E�EVRTION Y3 ST�TION OFFSET 95�036 OUTSIDE PROJECT �IMITS 94�o3�J 1��36029 56a31 �T 945066 2��94083 52029 RT �4�064 31�89063 21048 �T 9390(�5 39�3203� 18031 �T E�EVRTION � ST�TION OFFSET 93�0�5 584�15047 857a82 �T 945066 584�21042 165032 �T NO TE: DRAWING NO T T O SCALE PROJECT REFERENCE NO. SHEET NO. U-2579B 1 E Location and Survevs ELEVqTION Y1 STRTION OFFSET ———————————————— ———————————————— ———————————————— �4603� OUTSIDE PROJECT �IMITS 919053 13�57a45 24a24 LT 893o P7 21 �97a 42 4�a 83 �T �1�076 32�86076 3062 LT 8��065 46�73025 2a6�J �T 88� 0 69 58 � 33 a 62 2f� a 74 LT ELEVRTION L STRTION OFFSET ———————————————— ———————————————— ———————————————— 946014 494�16e98 674aPJ7 LT 943 0 67 49PJ � 18 0 63 7 a 39 RT �1403� 487�82031 1272a6� RT 8650�� 48PJ�2�a88 1��3072 RT ELEVRTION Y2 STRTION OFFSET ———————————————— ———————————————— ———————————————— 955077 OUTSIDE PROJECT �IMITS 942011 14�64015 37a15 �T �4�028 2��1701� 15a�8 LT �43 0 28 27 � 57 0 36 22 a�7 RT 939083 OUTSIDE PROJECT �IMITS ELEVRTION Y2 STRTION OFFSET ———————————————— ———————————————— ———————————————— 941 0 06 29 � 86 e 66 4f� a 2� �T 943 0 28 27 � 57 0 36 22 a�7 RT ELEVRTION L STRTION OFFSET �4�043 517�9�023 1578a72 �T �25025 531�35a78 7�1a86 �T �38 0 3� 535 � PJ7 e�3 7 a PJ8 �T 925015 539��6a47 397073 RT ELEVRTION L STRTION OFFSET ———————————————— ———————————————— ———————————————— 859034 556�34062 3�7e43 LT �(�6 0 31 55� � 8P o 31 16 a�7 LT �1706� 548�11a5� 121aPJ(� RT ELEVRTION L STRTION OFFSET ———————————————— ———————————————— ———————————————— 904012 568�17a44 3�1a88 �T �P1o81 573�5706� 3a�8 RT ELEVRTION Y2R ST�TION OFFSET ———————————————— ———————————————— ———————————————— �56027 OUTSIDE PROJECT �IMITS 947062 OUTSIDE PROJECT �IMITS �45066 16�69e77 85a23 LT 937099 25�24a97 2609� �T �24054 OUTSIDE PROJECT �IMITS ELEVRTION L STRTION OFFSET ———————————————— ———————————————— ———————————————— �24054 57��61051 1193a55 RT ��J5o�1 563��6a28 365a28 RT DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE P�ANE COORDINATES ESTAB�ISHED BY NCDOT FOR MONUMENT "U2579C-1" WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 876419.285(ft) EASTING: 1651591.602(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99995453 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "U2579C-1 " TO -L- STAT I ON 478+00. 00 I S S 71°38'00" E 6933.9132 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 S UR VEY C01�TROL BY1�D POINT DESCo NORTH ERST E�EV�TION L STRTION OFFSET FIl tAL 529 BYIPJD-529 86689PJa760PJ 1665115o8f�1� 946098 589�7PJo43 1278a65 RT 414 BY1QJ-526 867154o532QJ 1665453o169f� �49064 587�49064 889a57 RT BY11 POINT 531 53� 415 BY12 POINT 532 416 533 BY13 POINT 417 534 535 537 BY14 POINT 418 536 BY15 POINT 419 538 539 54� 541 542 42� BY15q POINT 421 543 BY15B POINT 422 544 BY16 POINT 5 6 545 546 547 7 133 8 548 549 55� 551 9 1 �l BY17 POINT 552 553 554 423 555 556 557 558 559 56� 561 DESCa NORTH ERST BY11-531 8644670453� 1666��40169(� BY11-53� 8643180�23� 16666�1o�32f� B� — 44 864347 a 185PJ 166647PJ o�43f� DESCa NORTH ERST BY12-532 863832e542(� 16668�80194� B�-46 863878087�� 166647�Jo1��PJ BY12-533 8638�20738� 1666255066�(� DESCo NORTH ERST B�-4� 862956e626� 16663440�5�(� BY 13 — 534 863�J85 a 979PJ 1666097 0 1 f��f� BY13-535 863�36o934PJ 16657640292(� BY13-537 86284708�8� 1665373o62��J DESCa NORTH E�1ST B�-51 8625780831� 16662110537� BY14-536 86262�a463�1 166576PJo396f� DESCo NORTH ERST BY13-537 862847e8�8PJ 1665373062(�(� BY15-538 862f�13o448� 1665775o638f� BY15-53� 862(�480547� 16652850327(� BY15-54� 862136a111� 16645230522(� BY15-541 862159e989PJ 1663843o�J32(� BY15-542 86227405570 166276�054(�(� BY17-55� 86226�Jo343� 16625280131(� DESCo NORTH EqST BY15-54� 8621360111� 16645230522� BY 15�1— 543 862241 a PJ40�J 16643PJ 1 o PJ87f� DESCo NORTH ERST BY15-542 862274e557PJ 166276�0540(� BY 15B — 544 862261 0 71 70 1663673 0 7Q19(� DESCa NORTH ERST U257�B-5 8613410266� 1673�3(�0785(� U257�B-6 86143502�� 167181703�3� BY16-545 861531e567PJ 167f�683o488f� BY16-546 861616a846PJ 166�575o741f� BY16-547 861728o735f� 166813�0465(� U257�B-7 8618180742� 16668750763� B� — 52 861914 e 13�JPJ 166637� 0 852f� U2579B-8 861955o185PJ 166517�0344(� BY16-548 862�360734� 16641650123� BY16-549 8621520442� 166328�01�3(� BY16-55PJ 862172a845� 16623��06�4(� BY16-551 862249a�87PJ 16614140278(� U2579B-9 862298o542PJ 166�16950161� U257�B-1� 8623930881� 165�454o537f� DESCo NORTH EqST BY17-552 86�34605342 1667�550871� BY17-553 86PJ538a5346 16674210676� BY17-554 86(�684a2�84 1666736055�4 B�-54 86��6e953� 1666�6601526 BY17-555 861PJ��o6�1� 16653740558� BY17-556 861259e36�PJ 166417�o768f� BY17-557 861349a176PJ 16634330492� BY 17 — 558 861624 0 98�f� 166281 1 o f��14(� BY17-55� 86226�0343� 16625280131(� BY17-56� 86258�e582� 1662386o365f� BY17-561 86287�o8�6PJ 16621(�30327(� E�EV�TION L STRTION OFFSET 883083 616�5�028 452096 �T 862075 618�180�3 154a83 �T 852a86 617��303� 23083 �T E�EV�TION L STRTION OFFSET 876052 622�79068 475021 �T 8610�3 622�6�026 45016 LT 857073 623�5�031 164a�5 RT E�EV�TION L STRTION OFFSET 832085 631�88077 3a�3 �T 851098 63��87091 258e�3 RT 869064 631�76097 5830�5 RT ��5034 634�24074 �47015 RT E�EVRTION L STRTION OFFSET 858044 635�81061 8�a3� RT 88�a62 635��5078 5340�7 RT E�EV�TION Y4WB ST�TION OFFSET �05034 1P��02o94 878a7� RT 889041 95�37057 77095 RT �J�o48 1��2�012 750�� RT 872027 1�7��5042 1�3a37 RT �07062 114�75072 74a53 RT 895075 125�54085 10507(� RT 8�8066 127��4044 72085 RT E�EV�TION Y4WB ST�TION OFFSET 872 0 27 1 f�7 ��5 0 42 1�3 a 37 RT 887e99 11��25o3PJ 19�a77 RT E�EV�TION Y4WB ST�TION OFFSET 895075 125�54085 105o7PJ RT �080�6 116�52o4f� 162085 RT E�EVqTION Y4WB STqTION OFFSET �180�� 22�52016 3PJo91 LT 8�1085 34�6�027 31013 �T 86�o5PJ 46�P7o14 22a78 �T 85(� 0 59 57 � 18 0 17 23 0 46 �T 875065 71�67077 23073 LT 8�303� 84�25067 31a�6 �T 89306� 89�27048 25a67 RT 884085 101�27056 26028 �T 88�003 111�450�5 23044 LT 8�5045 12��27031 24015 RT 872067 129�24o7PJ 25a�2 �T 832076 139�040�8 24055 �T 821023 146�24087 3�Jo88 �T 8360�7 OUTSIDE PROJECT �IMITS E�EV�TION Y5 STqTION OFFSET �29051 OUTSIDE PROJECT �IMITS 9350�4 13�51o5PJ 25a23 RT �41016 2��50042 21021 �T �34037 27�550�6 260�7 RT �230�8 34�51021 18022 �T �2701(� OUTSIDE PROJECT �IMITS �14o7PJ OUTSIDE PROJECT �IMITS 8��076 OUTSIDE PROJECT �IMITS 8�8066 OUTSIDE PROJECT �IMITS 881081 OUTSIDE PROJECT �IMITS 855077 OUTSIDE PROJECT �IMITS SHEET U-2� 79B BY18 POINT DESCo 424 BY17-553 562 BY18-562 563 BY18-563 564 BY18-564 NORTH 86�J538 0 5346 86�88504838 86141406149 861 426 0 (�247 PROJECT REFERENCE NO. SHEET NO. U-2 579 B 1 F Location and Survevs ERST ELEVRTION Y5 STRTION OFFSET 166742106769 9350�4 13�51o5P 25023 RT 166740408146 937071 14�62027 354046 RT 166751007937 898033 15��4048 8�2044 RT 16682J7o�326 87�086 OUTSIDE PROJECT �IMITS BY18R POINT DESCo NORTH ERST ELEVRTION Y5 STRTION OFFSET ———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— 425 BY18-562 86P885o4838 16674�408146 937071 14�62027 354046 RT 565 BY18R-565 861�(�307781 16674990031� 926065 14�PJ3o85 4�3095 RT BY19 POINT DESCo NORTH E�1ST E�EVRTION � STRTION OFFSET ———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— 566 BY19-566 860784of�11� 166425102450 9PJ5o20 657�78053 1646010 RT 426 BY17-556 86125�036�� 16641790768� 92701�1 653�3102� 1822031 RT BY2� POINT DESCo NORTH ERST ELEVRTION � STRTION OFFSET ———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— 427 BY17-556 86125�o36�J 16641790768� 927010 653�3102� 1822031 RT 567 BY20-567 861723o(�S�P 1663�5�0216� 91301� 64��240�2 2141015 RT BY21 POINT DESCo NORTH ERST ELEVRTION Y4EB STRTION OFFSET ———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— 568 BY21-568 861499o755�J 16624840696� 8680�1 127�78o�PJ 634082 �T 428 BY17-558 861624o�8�P 1662811o�PJ4� 8�9076 124�63026 484073 �T ��**��*��*�� BM#1 E�EVRTION = 884a23 R/R SPIKE SET IN BRSE OF 18" ORK9 27' OFF OF WEST EP OF O�D BELEWS CREEK RDo N 872364 E 1656715 Y1 STRTION 58�42 354 RIGHT ��*��,��*��*�� *��*��*��*��*�� BM#2 E�EVqTION = 942032 R/R SPIKE SET IN ROOT OF 28° FORKED MRPLE 17' OFF OF NORTH EP OF US-158 N 876236 E 166PJ36� Y1 STRTION 1��PJ� N 35° 38' 3402" E DIST 468059 ��*��*,��,�*��,�*�� *�**��*�**�*�**��*��***��*�� BM#3 E�EVRTION = �5304� R/R SPIKE SET IN CONCo CURB RND GUTTER RT ENTRRNCE TO GOSPE� �IGHT BRPTIST CHURCH 14' OFF OF WEST EP OF WR�KERTOWN—GUTHRIE RDo N 873632 E 1661924 � STRTION 513�19 1433 �EFT ��**��*��*��*�� **��*��*��*��* BM#4 E�EVRTION = 935a13 R/R SPIKE SET IN BRSE OF 24' 0(K 12' OFF OF WEST EP OF MORRIS RDa N 872942 E 1662678 � STRTION 523�22 1235 �EFT �� *��*�*�� BM#5 E�EVqTION = 866068 R/R SPIKE SET IN BRSE OF 42" FORKED ORK 1�' OFF OF NORTH EP OF WESTN �RKE TRRI� N 87�288 E 1665137 � STRTION 557�12 427 LEFT �� ****��*��****��*�**�*�**�*��**�*��*�* BM#6 E�EVRTION = ��049 R/R SPIKE SET IN B�1SE OF 18" ORK 38' OFF OF NORTH EP OF ROBBINS PERCH TRRI� N 86�271 E 1665�48 L STRTION 564�11 311 RIGHT *****��***��*�****�*��**�**�*****�*** *��*��*��*� BM#8 E�EVRTION = 881042 R/R SPIKE SET IN BRSE OF 24" BURCH 24' OFF OF NORTH EP OF REGENTS PRRK RDo N 864512 E 1666936 � STRTION 616�14 483 LEFT �*��*�**��*��*�*��*.��**��*��*�* NOTES: ��*��*��*��*��**��*��*��*��, BM#9 E�EVRTION = 8��076 R/R SPIKE SET IN P�VEMENT OF RRCHEL STo —BY14— � INTERSECTION OF GERRY RDo N 8625f�(� E 1665571 � STF�T I ON 637 � 58 7(�2 R I GHT ��*�� 1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN (HIGH ACCURACY REFERENCE NETWORK) NAD 83✓95 ADJUSTMENT. THIS CALIBRATION WILL ALLOW THE END USER TO WORKWITHIN THE SAME COORDINATE SYSTEM WHEN USING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHER SYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES MAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES. 2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP://WWW.NCDOT.ORG/DOH/PRECONSTR UCT/HIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FOUND ARE AS FOLLOWS: U2579B LS_GPSCALIB_071217.HTML U2579B LS_WGS84_071217.TXT U2579B LS LOCAL_071217.TXT U2579B LS CONTROL 071217.TXT THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO REPRODUCE THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. ��*��*�� *��**��*��*��*� BM#7 E�EVRTION = 956089 BM#1� ELEVRTION =�3508� SE PRINTED BO�T IN R/R CROSS BRR R/R SPIKE SET IN ROOT OF 3�" WI��OW ON WEST SIDE OF BRG�EY RDo � ORK 1(�' OFF OF E�1ST EP OF HRSTINS INTERSECTION W/ WEST MOUNTRIN STo HI�� RDo N 8682�5 E 16673�3 N 86�48� E 16676(�QJ SRR ST�TION 22�73 21 RIGHT Y5 ST�TION 11�66 26 RIGHT x x x X x Y�� x M% x X x� x x x x x x X� x X s x� x X x x x x Y x x x x k Y*% Y k% x x X x%% x M M M X x x k x M Y*%* k% x M* x M* M k x k Y NO TE: DRAWING NO T T O SCALE DATUM DESCRIPTION THE LOCA�IZED COORDINATE SYSTEM DEVE�OPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "U2579C-1" WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 876419.285(ft) EASTING: 1651591.602(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99995453 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTA� GROUND DISTANCE FROM "U2579C-1 " TO -L- STAT I ON 478+00. 00 I S S 71°38'00" E 6933.9132 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICA� DATUM USED IS NAVD 88 16' 18' 6' H N Z� � Ov ORIGINALI � o G RO ? Z � ORIGI�NAL ' � _ GROUND 4�� 6:� VARIABLE SLOPE 6 :1 10' H 13' W/G R � ,08 ,02 12' 4' E- FDPS � T 6,� E3 � INSET FOR LEFT TURN -Yl- US 158 REIDSVILLE RD� 15' 15' I I 18' ' 12' 0.75' 0.�75' GRADE � POI NT I R1 � R1 12' � ,.�2 D5 1 8ir TYP I CA EOP -Yl- �US 158 REIDSVILLE RD� � 7 V' � EOP �, � �, 12' 12' 10' 3 0' 5 -�- 5 - - �- � 0. 75' � 0. 75' � GRADE � PO I NT R1 ,.�2 � .�2, R1 6" �I I� 6„ 6„ 6„ 18ii GRADE TO THIS LINE L SECTION NO. .•02 .02, PARTIAL TYPICAL SECTION N0.4A : .:T � � � � � � � T. USE IN CONJUNTION WITH N0.4 -Yl - STA. 21 + 71. 5 9 TO STA. 2 6+ 5 7. 71 PARTIAL TYPICAL SECTION NO. 4A 16' 6' z� � � � ORIGINAL w � GRO ?,� Z o O RI C1N�L_ = 4: � GROUND 6: � VARIABLE SLOPE 18' 10' H 13' W/G R VAR. � 0'-12' 4' � FDPS 02 6 :� ,O$ ; - T 6„ 12' C3 ,.02 13' W/G R 4' � C3 FDPS .02 , 02 .08 J � �6„ T 6�� ORIGINAL VAR. G UND ?'I ORIGINAL GROUND USE TYPICAL SECTION NO. 4: -Yl- STA. 21 + 71.59 TO STA. 32 + 69.50 +/- (BEG. APPR. SLAB) -Yl- STA. 39 + 57.26 TO STA. 42 + 25.00 I NSET FOR DUAL LEFTS -Yl- US 158 REIDSVILLE RD� � 15' � 15' VAR. � 28•5� VAR. � VAR. TO 0'-12' � 0'-12' 0.75' , � � 0.75 � R3 � 4.5' , . 02 � . 02 , • � ► � GRADE POI NT L TYPICAL SE PARTIAL TYPICAL SECTION NO. 5A: USE IN CONJUNTION WITH T.S. NO. 5 -Yl - STA. 3 4+ 2 7. 2 6 TO STA. 3 9+ 5 7. 2 6 CTION NO. 5A -Yl- �US 158 REIDSVILLE RD� � VARI ES 78'-90' � EOP i EOP � � � 12 15� � 15� 12 12 10 3r� MONO. CO'NC. ISLAND VARIES 4.5' TO 28.5' 0.75' � 0.75' � GRADE R 3 � PO I NT , . 02 � . 02 , � J 2 D5 18i� -� 8�� GRADE TO THIS LINE 3 TYPICAL SECTION NO. 5 .02 , 4' F S H 13' W/G R � .02.08 J2 D5 6" T � 6�� ORIGINAL VAR. G UND ?'I ORIGINAL GROUND PROJECT REFERENCE NO. U -2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 -B HYDRAULICS ENGINEER l�]E�IEIL][�INAI�� l�]L�1�T� �� N�°Il° US� ]F�R C�NSTRUC'1CI�N USE TYPICAL SECTION NO. 5: -Yl- STA. 32 +69.50+/- (BEG. APPR. SLAB) TO STA. 3 9+ 5 7. 2 6 A1 13.5" JOINT CONC. A2 VAR . JOINT CONC . C1 1.25"SF9.5A C2 3" S9.5B C3 3" S9.5C C4 VAR . S9 . 5B C5 VAR . S9 . 5C D1 2.5" I19.0B D2 2.5" I19.00 D3 3.0" I19.OB D4 4" I19.OB D5 4" I19.00 D6 VAR . I 1 9. OB D7 VAR . I 1 9. OC E1 3" B25.OB E2 4" B25.OB E3 3" B25.00 E4 5. 5" B25 . OC E5 7" B25.oC E6 VAR . B25 . OB E7 VAR . B25 . OC J1 6" ABC J 2 s" aBc J3 10" aBc J4 4.25" ABC J 5 VAR . ABC K SUBGRADE STAB. P PRIME COAT R1 1'-6"CONC. C&G R2 2' - 6"CONC . C&G R3 5"MONO . CONC . ISLAND R4 SHOULDER BERM GUTTER T EARTH MATERIAL. U EXISTING PAVEMENT. ►�►► W E D G I N G MSE WALL 1. 5' 45.5' �� 2' 12' _ ...--- , � --------� I 9.5" � � GRADE TO THIS LINE CROWN POINT ORIGINAL GROI�� O RI G_��I. 16' 6' Zcn O� � U / W � ` � O 2•J = � GROUND 6; � 4: � � VARIABLE SLOPE PARTIAL TYPI CAL S ECTI O N N O. 3 OA USE IN CONJUCTION WITH TYPICAL SECTION NO. 30: -Y3- STA. 21 + 03.71 +/- TO 24 + 32 .43 +/- LT. 1.5' BRIDGE PIER -Y2 A- �%.Jr� I 4' 12' I i D1 � E2 C21 EXIST. � -� ------ � I 9.5" � GRADE TO �THIS LINE CROWN POINT PARTIAL TYPICAL SECTION NO. 31A USE IN CONJUCTION WITH TYPICAL SECTION NO. 31: -Y2A- STA. 17 + 47.09 +/- TO 19 + 13.54 +/- RT. 12' 8' 11' VAR. �N�GR 0'-4' FDPS D1 • �_: T � 2 4' 12' -Y3- �WEST MOUNTAIN RD� 12' CROWN C2 � POINT � EXIST. EXIST. , ---------� ------- � „ 9•5 � GRADE TO THIS LINE 8' 11� W/G R VAR. 0'-4' FDPS � .�$ T TYPICAL SECTION NO. 30 USE TYPICAL SECTION NO. 30: -Y3- STA. 18 + 2 5. 00 TO 2 6+ 2 5. 00 ORIGINAL G RO 1�1��- O RI G�N�1 GROUND ��% 6:� � VARIABLE SLOPE 8' �� MIN. 3 0' 6' _� 9' W/G R 4:� 08 � T � � VAR. ORIGINAL G1�6UND ORIGINAL G OUND CROWN POINT -Y3- � � i i 12' 8' i i i I 1C2 E2 � � EXIST. . �-------- I � � 9.5" � GRADE TO THIS LINE 1.5' PROJECT REFERENCE NO. U -2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER BRIDGE PIER SHEET NO. 2-EA HYDRAULICS ENGINEER l�l�]E][,��1�TA�� ]�]La�1�T� ➢)� N�T US]E F�fft �NSTIBUC'Il°I�N PARTIAL TYPICAL SECTION NO. 30B USE IN CONJUCTION WITH TYPICAL SECTION NO. 30: -Y3- STA. 21 + 84. 89 +/- TO 2 3+ 54.3 8+/- RT. -Y2A- �PISGAH CHURCH RD� I i 2 4' 12' � 12' I i i ' CROWN D1 C2 I POINT D1 EXIST. I EXIST. -------�-------` ------I ----- 9 5" � E ) � � GRADE TO THIS LINE 6' 9 W/G R 1: T TYPICAL SECTION NO. 31 USE TYPICAL SECTION NO. 31: -Y2A- STA. 16 + 00.00 TO 22 + 00.00 3 0' � VAR. ORIGINAL Gl�6UND ORIGINAL G OUND A1 13.5" JOINT CONC. A2 VAR. JOINT CONC. C1 1 .25" SF9.5A C2 3" S9.5B C3 3" S9.5C C4 VAR . S9 . 5B C5 VAR . S9 . 5C D1 2.5�� I19.0B D2 2.5" I19.00 D3 3.0" I19.OB D4 4" I19.0B D5 4" I19.00 D6 VAR . I 1 9. OB D7 VAR . I 1 9. OC E1 3" B25.OB E2 4" B25.0B E3 3" B25.00 E4 5. 5" B25 . OC E5 7" B25.oC E6 VAR . B25 . OB E7 VAR . B25 . OC J 1 6" ABC J 2 s" ABC J3 10" aBc J 4 4. 25" ABC J 5 VAR . ABC K SUBGRADE STAB. P PRIME COAT R 1 1�- 6"CONC . C&G R2 2' - 6"CONC . C&G R3 5„MONO . CONC . ISLAND R4 SHOULDER BERM GUTTER T EARTH MATERIAL. U EXISTING PAVEMENT. w WEDGING •' GROU 1 �� VARIABLE SLOPE 6' O RI NAL GROUND ORIG NAL GROU D '1 �'1 I 30' 6 :1 VAR. �•1 TYPICAL SE vAR. -Y4EB- � A/ A�/ I 2 0'-4" PROP NOISE WALL 13'-9" min. 12'-3" PDF S min .04 � ii 6" �� 2 GRADE TO THIS LINE TYPICAL CTI O N N O. 12A USE TYPICAL SECTION NO. 12 B: -Y4EB- STA. 130 + 26.37 TO 143 + 00.00 LT (NOISEWALL -NWY42-) 7n� SECTI -Y4- �I-40 /US 421 BUSI N ESS� N N -Y41IV B- VAR. I � A� AA� . 12 7n� USE TYPICAL SECTION NO. 12: -Y4- STA. 2 6+ 80.00 TO STA. 143 + 00.00 (-Y4 E 6- & -Y4 W B-) GROUND O RI I NAL G OUND NOTE: SEE TIP PROJECT U-2579G RESURFACE EXISTING (CONSTRUCTED UNDER TIP PROJECT U-2579G) -Y4- STA 127 + 93.50 (BEGIN WALL) TO STA 130 + 26.37 (END WALL) LT. -Y4- STA 129 + 53.10 (BEGIN WALL) TO STA 131 + 63.57 (END WALL) RT. 2 0'4" 13'-9" min 12'-3" FD S min • 04 � PROP NOISE WALL ii � 2 i i 6„ 3 0' 6:� / � �J VAR. — GRADE TO THIS LINE ?•� TYPICAL SECTION NO. 12 B USE TYPICAL SECTION NO. 12 B: O RI NAL GROUND ORI INAL G OUND -Y4EB- STA. 63 + 43.06 TO 64 + 91.92 LT. (81 + 62.11 -Y4RPBD-) (NOISEWALL -NWY4RPBD2-) PROJECT REFERENCE NO. U -2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 -F HYDRAULICS ENGINEER l�]E�IEIL][�INA\�� l�]L�1�T� �� N�°Il° US� ]F�R C�NSTRUC'1CI�N A1 13.5" JOINT CONC. A2 VAR . JOINT CONC . C1 1.25"SF9.5A C2 3" S9.5B C3 3" S9.5C C4 VAR . S9 . 5B C5 VAR . S9 . 5C D1 2.5" I19.0B D2 2.5" I19.00 D3 3.0" I19.0B D4 4" I19.0B D5 4" I19.00 D6 VAR . I 1 9. OB D7 VAR . I 1 9. OC E 1 3" B25 . OB E2 4" B25.0B E3 3" B25.00 E4 5. 5" 625 . OC E5 �" B25 . oC E6 VAR . B25 . OB E7 VAR . B25 . OC J 1 s" aBc J 2 s" ABC J 3 10" aBc J 4 4. 25" ABC J 5 VAR . ABC K SUBGRADE STAB. P PRIME COAT R 1 1�- 6"CONC . C&G R2 2' - 6"CONC . C&G R3 5„MONO.CONC.ISLAND R4 SHOULDER BERM GUTTER T EARTH MATERIAL. U EXISTING PAVEMENT. W WEDGING 3 0' 2 0'-4" P R O P 13'-9" NOISE min. WALL 12,-3" n FDPS II min. .04 � ORI NAL 6'1 „ i i E5 D5 � GROUND VAR. T 6 ��2 �•� GRADE TO THIS LINE ORIG NAL �Rou � TYPICAL SECTION NO. 21A USE TYPICAL SECTION NO. 21A: -Y4RPC- STA. 31 + 09.32 TO 33 + 89.86 LT (NOISEWALL -NWY41-) 10' � ZN � ~ � � V � � Z � ORIGINAL = � ?'I GRO 6. � VARIABLE SLOPE 3 0' , 15' 12' 15' W/G R 10' FDPS �4 , 04 6 .1 � _ O RI I NAL GROU D ORI INAL G RO D -Y4 C D- � VAR. � ��-�2� 12' � 12' C3 �02 12' 4' FDPS GRADE PO I NT . 02 , .� .� 6 :1 VAR. �•,` 6 „ �'/ ► 8� VC T � 2�.5�� E4 J2 D5 6�� T � GRADE TO THIS LINE 22'-4„ PROP NOISE WALL 15'-9" min 14'-3" FDPS min .04 � �R� N/��l 6�1 „ I I E4 D5 \ GROUND VAR. T 6 �r� J2 �•� GRADE TO THIS LINE ORIG NAL �Rou � TYPICAL SECTION NO. 22A USE TYPICAL SECTION NO. 22A: -Y4CD- STA. 19 + 22.07 TO 30 + 55.29 LT (13 + 73.64 -Y4RPA-) (NOISEWALL -NWL3-) 10' 6:� 3 0' 46' RAM P�-Y4 R P C-� � i �2� �6' � 12' 15' 6' 10' 15' W/G R , 12' j _ 4' Z N 4' FDPS GRADE D4 POINT ,� OZ ,.�2 y I T 6�� J3 17ii GRADE TO THIS LINE 4' FDPS C2 .�? .�8 � 6" I I � T O � °- U W � � O Z � = O RI NAl �•,` 6� 1 G UND 6 :1 8' VC VARIABLE SLOPE TYPICAL SECTION NO. 21 � �� 6 :1 14' 12' 12' FDPS SEE TYPICAL SECTION NO. 1 FOR PAYMENT DESIGN TYPICAL SECTION NO. 22 3 0' 2 0'-4" PROP NOISE WALL 13'-9" mm 12'-3" FDPS min [c�c�1 ORI NAL 6'1 „ i i E4 D5 � GROUND VAR. T 6 r�J2 �•� GRADE TO THIS LINE ORIG NAL �Rou o TYPICAL SECTION NO. 22 B USE TYPICAL SECTION NO. 22B: -Y4CD- STA. 67 + 87.59 TO 72 + 82.89 LT (NOISEWALL -NWCD2-) PROJECT REFERENCE NO. U -2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER USE TYPICAL SECTION NO. 21: -Y4RPC- STA. 13 + 88.00 - 35 + 56.52 -L- �WINSTON-SALEM NORTH ERN BELTWAY� � 3 6' 12' 12' 95' 12' � FDPS GRADE PO I NT 11' SHEET NO. 2 -/ HYDRAULICS ENGINEER ]�][$]E]L��l[IN�I$� l�]LA�N� II9� N�'d' US1E ]F� C�NSTRUC'J['I�N USE TYPICAL SECTION NO. 22: -Y4CD- STA. 19 + 22 .07 TO STA. 32 + 49.05 +/- (BEG. BR.) -Y4CD- STA. 33 + 92.90 +/- (END BR.) TO STA. 45 + 76.53 +/- (BEG. BR.) -Y4CD- STA. 47 + 84.70 +/- (END BR.) TO STA. 85 + 65.67 * PAVE TO FAC E O F G UARD RAI L A1 13.5" JOINT CONC. A2 VAR. JOINT CONC. C1 1 .25" SF9.5A C2 3" S9.5B C3 3" S9.5C C4 VAR . S9 . 5B C5 VAR . S9 . 5C D1 2.5" I19.0B D2 2.5" I19.00 D3 3.0" I19.0B D4 4" I19.0B D5 4" I19.00 D6 VAR . I 1 9. OB D7 VAR . I 1 9. OC E1 3" B25.0B E2 4" B25.OB E3 3" B25 . oC E4 5. 5" B25 . OC E5 �" B25.00 E6 VAR . B25 . OB E7 VAR . B25 . OC J 1 s" ABc J 2 s" aBc J3 10" ABC J 4 4. 25" ABC J 5 VAR . ABC K SUBGRADE STAB. P PRIME COAT R 1 ��- 6"CONC . C&G R2 2' - 6"CONC . C&G R3 5,�MONO . CONC . ISLAND R4 SHOULDER BERM GUTTER T EARTH MATERIAL. U EXISTING PAVEMENT. W WEDGING USE IN CONJUNCTION WITH T.S. NO. 22 FOR -Y4CD- MEDIAN GUARDRAIL LOCATIONS RETAI N I N � WALL ORIGINAL GROUND 3 5' 11_�_ 1$� 4' FDPS . .06 L 3� � . .06, ORIGINAL GR 2,� ORI GROUND 6: � VARIABLE -YSA- SLOPE � � � _-- ' �---------- __� ,, - ,- .' T J 2 D 3 , u i , ' PARTIAL TYP I CAL , " SECTION N0.23A USE IN CONJUNCTION WITH T.S. NO. 22 -Y5- STA. 59 + 25.00 TO 60 + 25.00 16' 6' z� O� � U ORIGINAL Z o GR ?,� _ ORI� 4:1 GROUND (: � VARIABLE SLOPE ORIG GROU ) RI NAL GROU D ?'I � �'�R. 6:j 18' -YS- &-Y5A- �HASTI NGS H I LL RD� � VARI ES 24' - 36' VARI ES VARI ES 8� 12� - 1 V�� 12� - 1 V� 8� 11' i 11' W/G R � W/G R I 4, I 4, FDPS C2 � w � FDPS D3 � D3 ,08 .02 ,.02 � .02 , .� .08 � T J 2 14�� GRADE T � POI NT J 2 6�� GRADE TO 6„ THIS LINE TYPICAL SECTION NO. 23 18' 6 :1 8' H »� W/GR .08 ,02 , -Y5- & -Y5A- � VARI ES 2 4' - 3 6' VARI ES � VARI ES O�IGINAL GROUND O�IGINAL GROUND USE TYPICAL SECTION NO. 23: -Y5- STA. 16 + 00.00 TO 17 + 50.00 -Y5- STA. 32 + 00.00 TO 33 + 30.00 -Y5A- STA. 54 + 00.00 TO 61 + 50.00 -Y5A- STA. 79 + 75 .00 TO 81 + 2 5.00 HASTI N GS H I LL RD� 12' - 18'! 12' - 18' 8' 3 0' I �� W/G R � � I 4� FDPS C2 I D3 FDPS ,.02 � .02, .02.08 � 14�i GRADE PO I NT � 2 6" GRADE TO THIS LINE � 6" TYPICAL SECTION NO. 24 3' g� 10'W/GR 3 :� 2'PS .08 02 T 6„ 11' ,.02 c -Y5 D ET- � � 3 8' 6:� VAR. ORIGINAL -G�CS-U N D ORIGINAL G�CS-UND USE TYPICAL SECTION NO. 24: PROJECT REFERENCE NO. U -2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2-J HYDRAULICS ENGINEER ]�][$lE]L��l[IN�� ][�]L�1�TS �� N�T US1E F� C�NSTIBUC"d°I�N A1 13.5" JOINT CONC. A2 VAR . JOINT CONC . C1 1 .25" SF9.5A C2 3" S9.5B C3 3" S9.5C C4 VAR . S9 . 5B C5 VAR . S9 . 5C D1 2.5" I19.0B D2 2.5" I19.00 D3 3.0" I19.OB D4 4" I19.OB D5 4�� I19.00 D6 VAR . I 1 9. OB D7 VAR . I 1 9. OC E1 3" B25.OB E2 4" 625 . oB E3 3" B25 . oc E4 5. 5" B25 . OC E5 7" B25.00 E6 VAR . B25 . OB E7 VAR . B25 . OC J 1 6" ABC J 2 s" ABC J3 10" aBc J 4 4. 25" ABC J 5 VAR . ABC K SUBGRADE STAB. P PRIME COAT R1 1'-6"CONC. C&G R2 2' - 6"CONC . C&G R3 5"MONO . CONC . ISLAND R4 SHOULDER BERM GUTTER T EARTH MATERIAL. U EXISTING PAVEMENT. -Y5- STA. 17 + 50.00 TO 22 + 95.35 +/- (BEG. BR.) W WEDGING -YS- STA 24 + 06.99 +/- (END BR.) TO 26 + 62.28 +/- ( BR.) -Y5- STA. 30 + 97.13 +/- (END BR.) TO 32 + 00.00 -Y5A- STA. 61 +50.00 TO 66+78.58+/- (BEG. BR.) -Y5A- STA 69 + 53.11 +/- (END BR.) TO 79 + 75.00 HASTI N GS H I LL RD D ETO U R� i 11' � 8' GRADE PO I NT .02, � �>>" GRADE TO THIS LINE � 10'W/G R 2' PS •� � 08 6" T TYPICAL SECTION NO. 25 oRi � GROUND O RI I NAL GROUND USE TYPICAL SECTION NO. 25: -Y5DET.- STA. 10 + 00.00 TO 32 + 32.54 -Y4 W B- VAR. 2 4' - 3 6' 12' � GRADE � PO I NT .02, ------� _ - - ." GRADE TO THIS LINE % 12' VAR. 12' 0'-12' 10' FDPS .�2, [� � STRE�►M � 3' * VAR. 16.075 to 28.446 -, \ J2 �'� E5 E7 `� _ _ T ORIGINAL ---____ GROUND � RETAI N I N G WALL STREAM � � /_ - ' � I_/ RETAI N I N G WALL D ETAI L 1: -Y4WB- FROM STA. 50 + 50.00 TO STA. 55 + 50.00 *-Y4W6- FROM STA. 64 + 11.04 TO STA. 64 + 58.33 ORIGINAL G RO l��Rf 6 SHOU LDER BERM GUTTER LOCATIONS: -L- FROM STA. 500 + 99.79 TO STA. 509 + 49.88 LT -L- FROM STA. 501 + 50.00 TO STA. 510 + 35.00 RT -L- F ROM STA. 521 + 50. 91 TO STA. 52 8+ 74.91 LT -L- FROM STA. 522 + 00.00 TO STA. 528 + 46.90 RT -L- FROM STA. 554 + 22.53 TO STA. 555 + 49.01 RT -L- FROM STA. 604 + 99.94 TO STA. 607 + 18.45 LT -L- FROM STA. 609 + 68.44 TO STA. 610 + 30.00 RT -L- FROM STA. 626 + 34.75 TO STA. 626 + 87.06 RT -L- FROM STA. 640 + 49.58 TO STA. 641 + 32.08 LT -L- FROM STA. 640 + 50.42 TO STA. 641 + 54.76 RT -L- FROM STA. 666 + 25.45 TO STA. 668 + 99.96 RT -L- FROM STA. 686 + 49.89 TO STA. 692 + 33.01 RT -L- FROM STA. 687 + 89.99 TO STA. 690 + 83.52 LT �'I �• 4 :1 2� � Li V 08 ,.02 -Y4W B- � i_ � �2, � � i � GRADE j POI NT � .OZ , 50.214' 12' 12' 10' FDPS R4 �3 n i � i -----� - -.,�,�„�/- - -� GRADE TO THIS LINE • 04 - � 14.214' STRE�►M ?'I RETAI N I N G WALL � E7 I �� J2 � � I �� T � ORIGINAL�� ' GROUND `� _ _ STREAM � I /--- �- _/ RETAI N I N G WALL D ETAI L 2: -Y4W6- FROM END OF RCBC (46 + 59.65) TO 47 + 75.00 -DR5- �WI LSON PROP. DRIVEWAY� 6' 2� .02 , .08 _, i 8 �� G RAID E PO I NT GRADE TO THIS LINE USE TYPICAL SECTION NO. 32: -DR5- STA. 10 + 00.00 TO STA. 22 + 96.07 TYPICAL SECTION NO. 32 -Yl- FROM STA. 18 + 49.91 TO STA. 24 + 00.00 LT -Yl- FROM STA. 35 + 41.68 TO STA. 35 + 76.19 LT -Yl- FROM STA. 41 + 29.69 TO STA. 42 + 50.00 LT -Yl - F ROM STA. 2 2+ 74 . 5 5 TO STA. 2 8+ 10 . 00 RT -Yl- FROM STA. 35 + 57.53 TO STA. 45 + 00.41 RT -Y2- FROM STA. 18 + 60.62 TO STA. 18 + 99.02 RT -Y2- FROM STA. 18 + 60.91 TO STA. 18 + 99.05 LT -Y3- FROM STA. 20 + 70.00 TO STA. 21 + 04.07 LT -Y4- FROM STA. 39 + 50.02 TO STA. 55 + 50.18 RT -Y4- FROM STA. 40 + 99.99 TO STA. 45 + 99.99 LT 4:� O IGINAL GROUND -Y4CD- FROM STA. 44 + 66.31 TO STA. 45 + 49.34 LT -Y4CD- FROM STA. 92 + 56.00 TO STA. 95 + 50.15 LT -Y4 RPA- F ROM STA. 10 + 00.00 TO STA. 15 + 34.3 8 LT -Y4RPA- FROM STA. 19 + 26.35 TO STA. 24 + 49.37 LT -Y4RPBD- FROM STA. 10 + 00.00 TO STA. 24 + 82.31 RT -Y4RPBD- FROM STA. 42 + 25.35 TO STA. 42 + 86.34 LT -Y4RPBD- FROM STA. 23 + 99.96 TO STA. 25 + 43.04 LT -Y4RPBD- FROM STA. 54 + 90.96 TO STA. 55 + 20.43 LT -Y5- FROM STA. 31 + 30.17 TO STA. 31 + 60.01 RT -Y5- F ROM STA. 31 + 14 .4 8 TO STA. 31 + 5 9. 81 LT -Y5A- FROM STA. 69 + 54.66 TO STA. 69 + 79.94 -Y5A- F ROM STA. 70 + 07. 94 TO STA. 70 + 16.9 7 EOP VAR VAR VAR FDPS R4 vAR T J5 PROJECT REFERENCE NO. U -2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 -KA HYDRAULICS ENGINEER ��,�� .�� ➢)� N�T US]E F�fft �NSTIBUC'Il°I�N SEE TYPICALS FOR FDPS PAVEMENT DESIGN A1 13.5" JOINT CONC. A2 VAR. JOINT CONC. C1 1 .25" SF9.5A C2 3" S9.5B C3 3" S9.5C C4 VAR . S9 . 5B C5 VAR . S9 . 5C D1 2.5" I19.0B D2 2.5" I19.00 D3 3.0" I19.OB D4 4" I19.OB D5 4" I19.00 D6 VAR . I 1 9. OB D7 VAR . I 1 9. OC E1 3" B25.0B E2 4" B25.0B E3 3" B25 . oC E4 5. 5" B25 . OC E5 �" B25.oC E6 VAR . B25 . OB E7 VAR . B25 . OC J 1 6" ABC J 2 s" ABC J3 10" ABC J 4 4. 25" ABC J 5 VAR . ABC K SUBGRADE STAB. P PRIME COAT R � 1'_ 6„CONC . C&G R2 2' - 6"CONC . C&G R3 5„MONO . CONC . ISLAND R4 SHOULDER BERM GUTTER T EARTH MATERIAL. U EXISTING PAVEMENT. W WEDGING 6:� VAR. � ORIGINAL ?.� GROUND SHOULDER BERM GUTTER DETAIL `� r�s�r, r��n LAIi/1vL 1 V I I 11 aJ L 1 IV CJ MEDIAN SHOULDER DRAIN WITH GUARDRAIL TRAVEL LANE .02 1 2'-p�� 3'-6�� RECOMMENDED LOCATIONS: STA. 542+00 TO 555+45 (LT, MEDIAN) OUTLETS: 545+65 (2GI), 548+53 +/- (2GI), 551+00 (2GI), 554+22 (2GI) STA. 558+30 TO 564+00 (LT MEDIAN OUTLETS: 558+30 (2GI), 56�+50 (2G ) STA. 667+00 TO 679+00 (LT MEDIAN OUTLETS: 669+65 (2GI) 67�+00 (2G ) 673+22 +/- (�GI), 676+00 (�GI) 12'-p„ OUTSIDE SHOULDER .04 STAB I L I ZED #5� SUBGRADE E1 3'-0" STONE 1�_p" J4 C1 FABRIC �i 4" PERFORATED PIPE ��` �-��, 2'-0" _I_ 3'-0" �T T � 1'-p�� SHOULDER DRAIN WITH GUARDRAIL DETAIL RECOMMENDED LOCATIONS: STA. 478+20 TO 484+35 (RT, OUTSIDE) OUTLETS: 478+20 (2GI), 483+00 (2GI) STA. 617+00 TO 626+00 (RT, OUTSIDE) OUTLETS: 620+78 +/- 623+00 STA. 552+62. TO 554+20 (RT, OUTSIDE) TRAVEL LANE I�1 .02 2'-p�, � 12'-p„ OUTSIDE SHOULDER SSUBGRADED 3 0 #5� E 1 r_ rr STONE 1,_ �„ C1 FABRIC � 4" PERFORATED PIPE 11_'-O��I SHOULDER DRAIN WITH .04 '�' 2'-4" _I_ 3'-p„ 1'-p„ R4 � T �� d A`,� ee L e o � Qe �— --- °O � °.�s d°� � 1'-p„ J5 SHOULDER BERM GUTTER & GUARDRAIL DETAIL RECOMMENDED LOCATIONS: STA. 501+50 TO 510+00 (RT, OUTSIDE) OUTLETS: 501+50 (2GI), 504+85 (2GI), 507+00 (2GI) STA. 558+30 TO 564+00 (RT, OUTSIDE) OUTLETS: 558+30 (2GI), 560+50 (2GI) STA. 667+00 TO 679+00 (RT, OUTSIDE) OUTLETS: 671+00, 673+22 +/-(2GI), 676+00 (2GI) STA. 522+00 TO 528+49 (RT, OUTSIDE) OUTLETS: 525+50 (2GI), 528+45, (2GI) STA. 554+20 TO 555+45 (RT, OUTSIDE) OUTLETS: 554+22 (2GI) TRAVEL LANE 1 .02 2'-p„ 3'-6„ STABILIZED �- SUBGRADE E1 3�-�� C1 FABRIC- 4" PERFORATED PIPE- 12'-p" OUTSIDE SHOULDER .04 � PROJECT REFERENCE NO. U —2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER lt" � 1Ls' lle 1l 1� 1l 1L 1�l !",i �� ➢)� N�T US]E F�fft �N STA. 504+85 TO 510+37 (LT, OUTSIDE) OUTLETS: 504+85 (2GI), 507+00 (2GI) STA. 521+50 TO 528+75 (LT, OUTSIDE) OUTLETS: 521+50, 525+50 (2GI), 528+75 (2GI) � 1'-p„ SHOULDER DRAIN DETAIL RECOMMENDED LOCATIONS: STA. 486+55 TO 498+42 (RT, OUTSIDE) OUTLETS: 486+55 (2GI), 490+75 (2GI), 494+75 (2GI) STA. 512+00 TO 522+00 (RT, OUTSIDE) OUTLETS: 515+30 (2GI), 520+50 (2GI) STA. 528+49 TO 552+62 (RT, OUTSIDE) OUTLETS:534+22 (2GI), 534+50 (2GI),538+00 (2GI), 539+72 (2GI),542+70 (2GI)545+63 (2GI), 548+53+/- (2GI), 551+00 (2GI) T STA. 478+20 TO 485+60 (LT, OUTSIDE) OUTLETS: 478+20 (2GI), 483+39 (2GI) STA. 487+50 TO 495+00 (LT, OUTSIDE) OUTLETS: 487+50 (2GI), 490+75 (2GI) STA. 510+37 TO 521+50 (LT, OUTSIDE) OUTLETS: 513+00 , 516+00 (2GI), 520+00 (2GI), 521+50 STA. 528+75 TO 542+70 (LT, OUTSIDE) OUTLETS: 528+75 (2GI), 534+50 (2GI), 539+72 (2GI), 542+70 (2GI) STA. 617+00 TO 626+80 (LT, OUTSIDE) OUTLETS: 620+75 +/- (3GI), 623+47 (2GI) SHEET NO. 2 —KB HYDRAULICS ENGINEER ��1�I � :UC'Il°I�N A1 13.5" JOINT CONC. A2 VAR. JOINT CONC. C1 1 .25" SF9.5A C2 3" S9.5B C3 3" S9.5C C4 VAR . S9 . 5B C5 VAR . S9 . 5C D1 2.5" I19.0B D2 2.5" I19.00 D3 3.0" I19.OB D4 4" I19.OB D5 4" I19.00 D6 VAR . I 1 9. OB D7 VAR . I 1 9. OC E1 3" B25.0B E2 4" B25.0B E3 3" B25 . oC E4 5. 5" B25 . OC E5 �" B25.oC E6 VAR . B25 . OB E7 VAR . B25 . OC J 1 6" ABC J 2 s" ABC J3 10" ABC J 4 4. 25" ABC J 5 VAR. ABC K SUBGRADE STAB. P PRIME COAT R � 1'_ 6„CONC . C&G R2 2' - 6"CONC . C&G R 3 5„MONO.CONC.ISLAND R 4 SHOULDER BERM GUTTER T EARTH MATERIAL. EXISTING PAVEMENT. WEDGING PAVEMENT SCHEDULE A1 13.5" DOWELED JOINTED PORTLAND CEMENT CONCRETE PAVEMEN A2 VAR. DEPTH DOWELED JOINTED PORTLAND CEMENT CONCRETE PAVEMENT WITHOUT DOWELS AND A MINIMUM DEPTH OF 10.5" PROP. APPROX. 1.25" ASPHALT CONCRETE SURFACE COURSE, C1 TYPE SF9.5A AT AN AVERAGE RATE OF 137.5 LBS.PER SQ.YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE C2 S9.5B AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE C3 S9.5C AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCFiETE SURFACE COURSE, C4 TYPE S9.5B, AT AN AVERAGE RATE OF 112 LBS. PER SQ.YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, C5 TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ.YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. D1 PROP. APPROX. 2.5"ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OB, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. D2 PROP. APPROX. 2.5"ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. D3 PROP. APPROX. 3.0"ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. D4 PROP. APPROX. 4"ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. D5 PROP. APPROX. 4"ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D6 TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2 1/2" IN DEPTH OR GREATER THAN 4" IN DEPTH. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D7 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2 1/2" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. E2 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. E3 PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.00 AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. E4 PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE E5 B25.00 AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. ORIGINAL 10' 6' 18' 14' �IC 17' W/G R � 12' o j PDPS �U w t� � z� _ <' I GROUND 6: � VARIABLE SLOPE 8� VC 6 :1 � _.04 T 1; PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE E6 B25.OB, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5 1/2 " IN DEPTH. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE E 7 B25.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5 1/2 " IN DEPTH. J1 PROP. 6" AGGREGATE BASE COURSE. J 2 PROP. 8" AGGREGATE BASE COURSE. J 3 PROP. 10" AGGREGATE BASE COURSE. J 4 PROP. 4.25" AGGREGATE BASE COURSE. J 5 PROP. VAR. DEPTH AGGREGATE BASE COURSE. SUBBASE TO BE TREATED WITH LIME TO A DEPTH OF 6.5", AT A RATE OF 21 LBS PER SQ YD AS DIRECTED BY THE ENGINEER. OR SUBBASE TO BE TREATED WITH CEMENT TO A DEPTH OF 6", AT K A RATE OF 56 LBS PER SQYD AS DIRECTED BY THE ENGINEER. OR SUBBASE TO BE TREATED WITH AGGREGATE AT A RATE OF 250 LBS PER SQYD AND CEMENT AT A RATE OF 56 LBS PER SQYD TO A DEPTH OF 6" AS DIRECTED BY THE ENGINEER. P PRIME COAT R1 1'-6"CONCRETE CURB AND GUTTER. R2 2'-6"CONCRETE CURB AND GUTTER. R3 5" MONOLITHIC CONCRETE ISLAND. R4 SHOULDER BERM GUTTER -� EARTH MATERIAL. U EXISTING PAVEMENT. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL) NOTE: PAV. EDGES ARE 1:1 UNLESS SHOW OTHERWISE. 3 6' 12' 12' 12' 12' FDPS (FUT. LANE) GRADE POINT A1 ,.02 ,.02 �.02 .02, ... .. . . ... . o ..a. .....o. o.... o. Q. '.p. 4 p .4� � p � '4� 4.Q. ' p: ' 4.Q. ' �p: ' 4.Q. ' �p: ''4.4 � C1 2' K GRADE TO �� 17.75� THIS LINE 11' 6:� E8 E9 S U RVEY I I � Detail Showing Method of Wedging �- - - - - - - - - - - - - - - - - - - - - - !�� . - - - - - - - - - - - - - - - - - -..._ .. - - J U Wedging Detail For Resurfacing �c USE 4:1 CUT SLOPES -L- STA. 513 + 50.00 TO STA. 520 + 50.00 RT -L- STA. 514 + 00.00 TO STA. 519 + 50.00 LT -L- STA. 530 + 50.00 TO STA. 538 + 50.00 LT -L- STA. 542 + 00.00 TO STA. 554 + 00.00 RT -L- STA. 547 + 00.00 TO STA. 552 + 50.00 LT -L- STA. 670 + 50.00 TO STA. 685 + 50.00 RT -L- �WINSTON-SALEM � i �.�� 36' 6 :1 12' FDPS (FUT. LANE) GRADE PO I NT ,.02 o:a:� o: o / I � 2� T T 2� TYPICAL SECTION NO. 1 12' � 12' PROJECT REFERENCE NO. U -2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 HYDRAULICS ENGINEER l�]E�IEIL][�INAI�� l�]L�1�T� �� N�°Il° US� ]F�R C�NSTRUC'1CI�N USE TYPICAL SECTION NO. 1: -L- STA. 478 + 00.00 TO STA. 555 + 73.00 +/- (BEG. BR.) -L- STA. 557 + 98.01 +/- (END BR.) TO STA. 582 + 85.67 +/- (BEG. BR.) -L- STA. 585 + 60.73 +/- (END BR.) TO STA. 627 + 13.78 +/- (BEG. BR.) -L- STA. 630 + 18.74 +/- (END BR.) TO STA. 641 + 70.82 +/- (BEG. BR.) -L- STA. 643 + 82.64 +/- (END BR.) TO STA. 692 + 32.98 NORTHERN BELTWAY� 12' A1 .02, .02, .02, 4� � . p . ' p: ' p . Q . ' p: ' p . ' �p: ' '4 .'Q . ' p: _ 14' 17' W/G R 12' PDPS .04 � � J J LL � O � �� \7.75�� E1 C1 A2 T � K 2� �� GRADE TO THIS LINE 3 0' 6:� VAR. ?'I 22,_4„ 15'-9" � min. 14'-3" PDPS min � �� _` � ��/// � 2, K ( � G RAD E TO � 6'-7" P RO P NOISE WALL , -- �� , 4 �.1 � T THIS LINE TYPICAL SECTION 30' RIGINAL UND GROUND USE TYPICAL SECTION NO. lA: -L- STA. 557 + 97.95 TO STA. 582 + 84.39 RT (NOISE WALL - NWLI) -L- STA. 885 + 81.40 TO STA. 609 + 68.44 RT (NOISE WALL - NWL2) -Y4CD- STA. 11 + 18.96 TO STA. 19 + 22.07 LT (NOISE WALL - NWL3) ORIGINAL G UND � � � � � � � . � RI NAL GROUND O R._, � � GROU 3 0' b:l VAR. �•1 TYPICAL SE 2 0'-4" PROP NOISE WALL 13'-9" min 12'-3" PDF S min .� 6�� J2 E4 � � T �- GRADE TO THIS LINE - CTION N0.16A USE TYPICAL SECTION NO. 16A: -Y4RPA- STA. 19 + 26.04 TO 22 + 72.70 LT (NOISEWALL -NWY4RPA-) -Y4RPA- STA. 13 + 73.64 (30 + 55.29 -Y4CD-) TO 15 + 36.20 LT (NOISEWALL -NWL3-) 10' z � � w � z ORI INAL = ?'I GROU D 6:� VARIABLE SLOPE 6' 15' 6 :1 8� VC 12' E� 15'W/GR 4' FDPS .08 02 6 ►► T VAR. �'-�Z� c , .02 ORI INAL GROU D O RI I NAL GRO D RAMP �-Y4 RPB D-� � �2, � **VAR 12'-24' i � I i GRADE i POI NT .02 . ' �20.5" J2 � ,GRADE TO THIS LINE 12' � 15' W/G R � Z 1��* � FDPS W � z _ .04, .04 TYPICAL SECTION NO. 17 J J � � � 6 ►► T 3 0' � VAR. � 3 0' � VAR. ?'I USE TYPICAL SECTION NO. 17: -Y4RPBD- STA. 15 + 65.91 TO 25 + 15.01 +/- (BEG. BR.) -Y4RPBD- STA. 27 + 80.00 +/- (END. BR.) TO STA. 30 + 60.00 -Y4RPBD- STA. 66 + 11.85 TO STA. 81 + 62.11 * PAVE TO FACE OF GUARDRAIL 12' � 15' W/G R ZN J � � 10' * W � FDPS �O z ,� _ ,04 ,.04 T 6 ►► VAR. 0'-12' GRADE PO I NT .02 � RAM P (-Y4 R PA-) � 12' 12' � 15'W/G R (C3 20.5�' ' E4 J2 GRADE TO, THIS LINE .02 , 0 4' FDPS .02 .08 - , 6 ►► T TYPICAL SECTION NO. 16 15' � 6' � 10' 6:� 8' VC USE TYPICAL SECTION NO. 16: -Y4RPA- STA. 13 + 73.64 TO 16 + 44.34 +/- (BEG. BR.) -Y4RPA- STA. 17 + 79.22 +/- (END BR.) TO 36 + 24.33 * PAVE TO FACE OF GUARDRAIL O RI I NAL GROUND O RI NAL GROUND 2 0'-4" 13'-9" min 12'-3" F PD S min • 04 � Z O � W � Z _ PROP NOISE WALL / D5 � � � E4 J2 � � 6�� GRADE TO THIS LINE ORIGINAL �'� 6 .� G F VARIABLE SLOPE TYPICAL SECTION UND 3 0' 6:� VAR. ?'I N O. 17A PROJECT REFERENCE NO. U -2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 -G HYDRAULICS ENGINEER ��' ��N�� .�i N� ID� N�'J[° USE F I8 C�NS'J[°IBUCTF�N O RI NAL GROUND O RI I NAL G OUND A1 13.5" JOINT CONC. A2 VAR. JOINT CONC. C1 1 .25" SF9.5A C2 3" S9.5B C3 3" S9.5C C4 VAR . S9 . 5B C5 VAR . S9 . 5C D1 2.5" I19.0B D2 2.5" I19.00 D3 3.0" I19.0B D4 4" I19.0B D5 4" I19.00 D6 VAR . I 1 9. OB D7 VAR . I 1 9. OC E1 3" B25.oB E2 4" B25.OB E3 3" B25.00 E4 5. 5" B25 . OC E5 �" B25.00 E6 VAR . B25 . OB E7 VAR . B25 . OC J 1 s" aBc J 2 s" ABC J3 10" aBc J 4 4. 25" ABC J 5 VAR . ABC K SUBGRADE STAB. P PRIME COAT R 1 1'_ 6"CONC . C&G R2 2' - 6"CONC . C&G R3 5"MONO . CONC . ISLAND R4 SHOULDER BERM GUTTER T EARTH MATERIAL. U EXISTING PAVEMENT. N► WEDGING USE TYPICAL SECTION NO. 17A: -Y4RPBD- STA. 70 + 23.32 TO 81 + 62.11 (NOISEWALL -NWY4RPBD2-) 10' Z O � W � z ORIGINAL = GROU ?'I � 6:� VARIABLE SLOPE � U � O 6' � 15' 6 :1 8' VC ORIGINAL GROUND O RI NAL GROUND 12' 4: 4' FDPS C2 .� ; �2 T E1 6" 3 0' 6 :1 VAR. �•,` RA►MP � � I 12' � 5'W/GR ZN OJ �� w � 10' * Z0 FDPS � = 4 04 ,.0 6 ►► T ' 12' PO I NT , .OZ R�AMP � .,. PBD-� -�- � 2 � -�-- � 2 � � 15' (C3 � 2�.5�� J2 E4 GRADE TO � THIS LINE .02, 15'W/GR 4' FDPS .02 .08 � � 6►► ..�(T TYPICAL SECTION NO. 18 ' � 10' � Z� O� �U � � Z � ORIGINAL _ •1 6• 1 �. 6:� G OUND , 8 V VARIABLE SLOPE USE TYPICAL SECTION NO. 18: -Y4RPBD- STA. 30+60.00 TO STA. 43+04.00+/- (BEG. BR.) -Y4RPBD- STA. 45+17.13+/- (END BR.) TO STA. 51 +70.14 +/- (BEG. BR.) -Y4RPBD- STA. 54+72.30+/- (END BR.) TO STA. 66+11.85 * PAVE TO FACE OF GUARDRAIL -Y4 R P B-� i 16' 12' 15' W/G R 12' � ZN OJ 4' � � FDPS � O GRADE Z � POINT D4 = .02 , .02 .� 18 . �" J2 T GRADE TO 6" THIS LINE TYPICAL SECTION NO. 19 USE TYPICAL SECTION NO. 19: -Y4RPB- STA. 13 + 78.61 TO STA. 28 + 66.16 3 0' 6:� VAR. � .� O RI G NAL G OUND ORIGINAL G OUND 10' ORIGINAL = ?'I GROU 6:� VARIABLE SLOPE 6' i 15' 6 :1 8' VC 12' 4'. 4' FDPS C2 .08 ; 02 RAMP �-Y4 RP D-� � i i 16� 12' „ J3 � T 6 15' W/G R 12' � � J O� 4' � � FDPS � O GRADE Z � POINT D4 = .02 , .02 .08 - , � 17.0" 6„ GRADE TO THIS LINE TYPICAL SECTION T NO. 20 USE TYPICAL SECTION NO. 20: -Y4RPD- STA. 13 + 97.64 TO STA. 29 + 56.27 6'-3" FDPS min. C2 14'-4" 7'-9" P R O P min. NOISE WALL .02 . °: .08 4 . p . � J3 6�� T 3 0' 3 0' 6:� VAR. � .j 6:� � O RI G NAL VAR. G OUND PROJECT REFERENCE NO. U -2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2-H HYDRAULICS ENGINEER ]�][$]E]L��l[IN�I$� l�]LA�N� II9� N�'d' US1E ]F� C�NSTRUC'd'I�N ORIG NAL G OUND ORIGINAL G OUND � GRADE TO THIS LINE ?'I ORIGINA� TYPICAL SECTION NO. 20A G OUND USE TYPICAL SECTION NO. 20A: -Y4RPD- STA. 26 + 02.53 TO 29 + 44.53 RT (NOISEWALL -NWY4RPBD1-) A1 13.5" JOINT CONC. A2 VAR. JOINT CONC. C1 1 .25" SF9.5A C2 3" S9.5B C3 3" S9.5C C4 VAR . S9 . 5B C5 VAR . S9 . 5C D1 2.5" I19.0B D2 2.5" I19.00 D3 3.0" I19.OB D4 4" I 1 9. OB D5 4" I19.00 D6 VAR . I 1 9. OB D7 VAR . I 1 9. OC E1 3" B25.0B E2 4" B25.OB E3 3" B25 . oC E4 5. 5" B25 . OC E5 �" B25.00 E6 VAR . B25 . OB E7 VAR . B25 . OC J 1 s" aBc J 2 s" aBc J3 �o" ABC J 4 4. 25" ABC J 5 VAR . ABC K SUBGRADE STAB. P PRIME COAT R 1 1'_ 6„CONC . C&G R2 2' - 6"CONC . C&G R3 5"MONO . CONC . ISLAND R4 SHOULDER BERM GUTTER T EARTH MATERIAL. U EXISTING PAVEMENT. W WEDGING � W W � � � V N � `I � w T � i I � � � N � / h V � L t V � L. � N. 0 � r � i M Q O � N3 V� W p 0 O I L � / r L. � � J W m Z � w H � � Z I � W J N W Z � Q �N � Z 3 U -� � J �� W �' > vI � 0 � Q �� w IJ � N 0 w � � � � � � � �o ,I �O X o� �n � �� . N j �-- - o - �- �-- � ~ �Z �`r'�O � �� , o �O M � o� �aZ � . NJ`o 0 C X 0 Z � ~ � Z w � W oz W V m W o� ~ W � j d V w = � N 0 m m X � Z � c� Z � � W mW Z � � Z Z W � J w V w Z � � N w w � � O � �� W � U � � Z � Z � O � U Z W � N N J WQ V � � V � Z O U V _ H J 0 Z O � : � � 0 � r � � �O � -�- - J�----- - � _ --- --- � ^ � �o O � o� Z � O C� � � 0 z O ZV O U F- N J �G ui Q W3Q� �>�� I � mZ � I � � � �, 0��0 3ooQ N � N N W W W W Wwww 2=== N cn cn cn w Wwww � W W W W p �,�, �n v� �n Z �NM�' w � V � � W � Z � Q 3 Q � Z O z � V w J U � � � Q � J w m Z � w H 0 Z I W J W N � z � � � Z U3 � J � � � W � � O � � N � � W � I H- � V Z 3 � � w � Q 3 � N � I � ;o 0 ,I U� �-- W J � � II � Z J U Z = � Z �Z Z � d W� - � w w w � V OZ mZ O J mN �� W W � Q � V 0� Z W �o 0o I � �— u, � J �.0°0 � cn j J� W V O N � � Q—� W— � 0� r o V� dU GH Q II � II � � W� NU a o � II J II U� QN �H r M> Q �— II Z Z O � � 0 0 0 �' � � mm �w N �- > cn C� X � N � � N10 N � 01� N � � �---- M --- ----- • � NI � �J � N � �J � H W W �� , O � � ,� °- �� o� W W Z zZ "' � O o V O � � Q� � W I N j � W �� W ,� , � � � W � �ZU �o� �� Z --- O Z O � w J V � H Ji �,------ -- � � 00 � �o M N � O W � � Z � �O � � �� t� W N N 0 � o Z � � � Q .� � o : �---^ --- o � . � �o . Z N N O � O z 0 U � �Z N � � Q � °- V � � M � p � � . � � � 0 U -2579B ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER ]�][$IEIL��I[�N�][$� ]�]LA�N� IID� N�T US]E 1F� C�NS°Il°IBUC'Il'I�N Z O z� _ � w H UN J v�i N V �_ w3�� 0>�� m Z � N � J J � O� � � �00� 3��W NI�NN W W W W W W W W _ _ _ _ . N Vi Vi ui W W W W W � Wwww p �„ v� v� v� Z �- N M � Z O N w � r L J � �.�..� w V J J � N Z W � �� w > U° � � � 3 � J Nw m J � � W �H � 0 0 z � � � J LL, I -' � Z 0 Z 3 J � M N � � J �,! ---------- � ' M N � � � � � O Z 0 � 0 � � � � X 0 W � �Z �� c� � O x I--� Z � C/� U J � � � Z O "' V �� w w� � N m N J W3ao C�>UZ �Z�� m �� w � � J W O��p ��2 � � N � N � Z W W W J W W W W . N c� c� C� � W W W W � � W W W � � Ncncnm Z � N M � w � V � N Z 0 Z � V W J U � H 0 Q � � =Q UD �� _ �Q H N Q � W �O � �� NW ,- 3 U� � � W � � � i � O� � N ao 3Q J WO Q m J � Z� Q WZ _ �W I O� � ZoI � t/) � � � a� N N Z 0 Z 3 � � J � w �/'i J J � Q z3 c� N � J � � �----------� M N m ~ Z 0 � w Z Z � � W W � W �~ m Z � W� W z m Z ,1, J Ov � Q ~Z � U �_ � � 3W N W "' O � O <I^ O W < �.� cn C� � v � X O � Z O � � O . X � � r-- � v � �1 0 o� Z � U V � w w N N3J w Q C� � � 0 Z � � m�� I � O O 0 � N � N W W W W W W =,2^,2^ N V / V I �,�„� W �.�..� W �— W W W � N�� Z � N M w � V � � z � z � U W J U � � � ~ � F' z � `� �z � �a J � Y I w J � m � � Q � � N �3� � �� c~n� � LL�3 � � w = I �� 33 Z Z� ` � . �z � � W �Z �m � Q � � � U 0 �o �� Z �,M - - - - � r� � Z ' �' N I� � ` Zo r .� W1 � � Q_ I HM . ------- ---------- Z3� C�' -- - --� -�-- I � �W ` 0� W � N �� H Y J � � Q � N� � �� W I o0 W ��3 � 3 ' V � 2Q UN _� � � �'I I I—I � � N w I "� �' � �� W 3� � Z� wcn I�Vm�w � I • � � � � � V I �Z��''--- � . / � � r- � � -- -- -------- - ;- ------- 1 , J � � i � :� � o . Z U N � o- I� iQZ � � 0° I � �E_-� � --��I � M W � LL�� I c� > V � � � I � ��U I LL�� I � --- � � � � ------- — N � � � � N i N x w • � Z � `n � 3 Z � i �O I U � 1 � 1 . � N �� W � � � � � N �„�------------ --- �-------- � ��W � � � � � WJ, p� � � � "' x1 ,� W , o� � W Z � � = z V� � J � a J � � �Z W � 0 � Z � � i ` J r � Q 0 z Qo a � � w � ZN � W � Z w OQ VZ w O N N J w Vo � � � O '�' U -2579B fLW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. �_o HYDRAULICS ENGINEER ]�I�]E]L��][�N�]E�� ]�]LA�N� Il�� N�'d' US]E 1F� C�NS'Il'RUC'1CI�N , PROJECT REFERENCE NO. SHEET NO. � U -2579B 2 -S X Z . = R�W SHEET NO. �- ROADWAY DESIGN HYDRAULICS Z Vi ENGINEER ENGINEER ' c� V � � O J cn � V Z � Z � O � ]�][�]E]LI�I[IN ]E$� ]�]LA�N� O� �� dD� N�'ll' USE F� C�NS'll"RUC'fl'I�N U� �� OcWnW N2 = H�H J W Q2 ~ c�iUm � V �~ o �o o c�n3J�0 pw Z � W � �O �,r� � WQHW Z � — � m "' � t� � iZ w� z �3 � o W o��- �z � � � W W � W � � Z � � � H � � I �' Q ��z U Q�— °o� J�� p � w Q N Z 0 �� Z � � W m N�Z � w m� �Z�i W 2 � �p ��0 � W wC� � � W m�� t�` �0�4= � � mv, � �i' o o � p o ��Op N N x'�— � o o Z o �O 00 � � W � � � W N � N N� � �O 00 � O HM� �- N J�, �O = Z � W � HI—HW H N M <� tn � 0 � � � � N - � x � � � ~ � � N � W W W W � Q M � � � �1 < N J H H H � p �� V N�'NZ �Z � 0 � � 222W 0 �-- H O � ��V Z Q Q � � � I I � � � U w� W W W J �� c� V N c�i� cn cn cn 0 Z Q Q I I � I I � V � � J (� v I-- W W W � W � Q N � W W W W W- II W H o � II p N ==W cr� �z 3 � H u.,www� t� � o �� J V�cn �, �M> a� �� z = ��m > a� �� o W o o = �� >- cij N cn cn Q W W C� � J , X cn �`�' .. W O O = �"' �� i_ 0 N N 0 � 0 H� � GD GO � LwW W� I p � Z�W �/ m � Z �NM��A J Z 0 N N 0 � 0�� I L m m X o�, t � t � m �� 00 0 0 � � o i C Z�- N M d' Q M O� � c� �� v� W J(�-� ----- ------ ----------------- < N J� Z Q � � � � N < QH � � � � � � � dU � r ~ � o Q Q o U J Z Q Q I I � I I II � W� Q O U J Z . w C� J U � N � N J ��> �� Q �— I I Z V..� t� � M= � N Q X ` Q O O � 0 �� m m w � p (aj � � W � N . �/ X � X � vQi r � W o o H � � � J � � � u., . V � w �J U I � U V � � U � �— w � I— t/) � U . o � .� N z �? � . o Z � � � � Z � �/ � o � oo � � _ o z � - � � O z 3 �' °- � N o � a c� � m M � o 0 � N � ----------------- - O J � W �' -- ---- ---------- - Z ~w �� co Z p > � � � C/> > i c� . p �o �o � O � . �- O N � �o ,_. "' � p Q i � � � N ,v I � � W � m � �' Q �, m � J � � � N Q � ��.. � �o a � � � � � I � � V � I � � X � � � X � � � � � j I W cn � � OQ N o V z3 � zJ 0 � H � 0 X w � w W cr� _ Z J -� � Q W w �Z � W V � Q w � � � � U }- �- � c�i� 0 Z U U X � W ~ m V � m� �� o� V N3m� w � 0 p Z 0 � � 0 � � � � � Z � � � _ � � W � � U �-------- -- -- ----------- - c,~i� Q Z � � ~ �° � � N � � W � `° 0Z Z m� � H Q O �O N� N J� % � �' � W � 0 H H r � � �� U I � Q � ��QD O O� � 0 � 0 0 ,p U � � c� �� . � Z Q Q II �� W� Q 0 O u' � _ �� ' N O o� II Q� II Z 0 N � H �I �n � C� �� Woo= �� U}- � t�rNZ � 0 N N � 0 � H i� 00 CO �' • ? O O t/� W W W J V X � J W W W � N � � U N �NN � �� o� X � �Www� r o � O N t/� v� m M Q , , O � Z . N3 �NMd' v� W p � O I `� �� i � � � � � � �� N �I � L � � � � N � N V � V �PI � r �. O� � � � M Q O � N 3 U -o w p � O I� �O .. � L' J � �o ,I �O tN W W �Z N � m �o U� � N �� w U' O �� V �� I X 0 � N 0 0 X 0 W � V � N Z � z O H w J V � � N � O � J Z O W ~ W �� w w m cn W W OQ O> �W N W3 � zw o �Q � � C� o Q� � � N N H� 0 � � � (.L . �o �O � tN W Z � � m � i v� � W � � � � j � � U '� � W � � �O � vI Q � J J � w m � Z Q W � I O J Z I ` w J ui Z O � Z 3 � � J � • � X � Z 0 � W � V � N z 0 Z 0 V W J U � � Z � � � � � O� � PROJECT REFERENCE NO. / /-��7C]� R�W SHEET NO. ROADWAY DESIGN ENGINEER .� X W z �a � SHEET NO. 2-T HYDRAULICS ENGINEER ]l�][$]E]L�NI[�N�][$� ll�]LANS ID� N�T USE F� C�NSTRUC'Il'I�N �l' 0 � N M �jZ O a� m ~ � � -- — -- — � N � 1� (,1� -------�- . . � � ❑M � . � W �� xZ ~a � ��0 � i ❑c� U , w �(i N J 0 Q U � � PROJECT REFERENCE NO. SHEET NO. U -2579B 2 -U fLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]��$]E]L��][Il�T ]E�� l�]L�N� _ _ -Y4 R P B D- S T R U C T U R E �� N�� US� F� ��N��RUCTI�N Y4 RPB D STRU CTU RE -Y4RPBD- OVER -L- (WINSTON-SALEM NORTHERN BELTWAY) -Y4EB- & -Y4WB- (US 421 /I-40 BUSINESS) -Y4RPBD- OVER -L- (WINSTON-SALEM NORTHERN BELTWAY) -L-, AND -Y4CD- DESIGN DATA -Y4RPBD- DESIGN DATA -Y4RPBD- 2010 ADT 32,600 2010 ADT 32,600 -Y4RPBD- 2030 ADT 43,800 -Y4RPBD- lOA 2030 ADT 43,800 � DHV = 11 � DHV = 11 40' ' D= 60 40' ' D= 60 DUAL = 6 i DUAL = 6 12' 12' � 12' 4' 12' 12' � 12' 4' _ TTST = 12 TTST 12 ! V= 50 MPH (SEE NOTE 6) ! V= 50 MPH (SEE NOTE 6) ! FUNC CLASS - INTERSTATE ! FUNC CLASS - INTERSTATE I MINIMUM VERTICAL CLEARANCE = 16'-6" i MINIMUM VERTICAL CLEARANCE = 16'-6" i X i X X BRIDGE RAIL TO BE DETERMINED X i X X BRIDGE RAIL TO BE DETERMINED .O6 .06 .O6 .Ob BY STRUCTURE DESIGN UNIT .O6 .O6 .O6 .O6 BY STRUCTURE DESIGN UNIT , - . , , , , - @ SLOPES DETERMINED BY @ SLOPES DETERMINED BY GEOTECTNICAL ENGINEERING UNIT GEOTECTNICAL ENGINEERING UNIT i GRADE i GRADE � SEE STD. 610.03 POI NT 0 SEE STD. 610.03 POINT TYPICAL SECTION ON STRUCTURE * THIS AUX. LANE PROVIDES SEPARATION TO TYPICAL SECTION ON STRUCTURE * THIS AUX. LANE PROVIDES SEPARATION TO MITIGATE WEAVE AREA BETWEEN LOOPS. MITIGATE WEAVE AREA BETWEEN LOOPS. NOTES: NOTES: 1. SEE SHEET 2-Y FOR BRIDGE SKETCH l. SEE SHEET 2-Y FOR BRIDGE SKETCH 2. SEE SHEET 16 FOR PLAN VIEW 2. SEE SHEET 16 FOR PLAN VIEW 3. SEE SHEET 2 FOR -L- TYPICAL SECTION 3. SEE SHEET 2 FOR -L- TYPICAL SECTION 4. SEE SHEET 2-H FOR -Y4RPBD- TYPICAL SECTION 4. SEE SHEET 2-H FOR -Y4RPBD- TYPICAL SECTION 5. SEE SHEET 2-I FOR -Y4CD- TYPICAL SECTION 5. SEE SHEET 2-I FOR -Y4CD- TYPICAL SECTION 6. DESIGN SPEED OF HORIZONTAL & VERTICAL 6. DESIGN SPEED OF HORIZONTAL & VERTICAL ALIGNMENT MEETS 60 MPH. STOPPING SIGHT ALIGNMENT MEETS 60 MPH. STOPPING SIGHT DISTANCE MEETS 50 MPH DUE TO THE DISTANCE MEETS 50 MPH DUE TO THE WIDTH OF BRIDGE _�_ WIDTH OF BRIDGE -Y4 W B- -Y4- -Y4 E B- -Y4 C D- � � � � � i '� i ' ! � i � , , , 'i 15 i 15 i 23' � 23' 24' 22' i i i 19 . 5' 2 4' I� 12' � 9� i 9� � � 2�� 2 4' 19 . 5' 13 . 5' 4 8' 12' 11 ' i 11 ' 12' 3 6' 14' 10' 10' 12' 2 4' 11. 5' 6 6 , �i i �i i i � '' 4' �� 1 1 1 1 ' � � � 12' ' �' � 1 1 � 1 � � � � � P S AUX * � I � AUX A U X , P S � @ LANE � � 'I LANE @ LANE I I .04 .02 - - - _.02 _ 02 5:1 � 5:1 .02_ _02 � _ .02- .04 @ .04 .02 .02 � .02 .02 � I @ < - 6:� i 6:1 .04 6, .02 .02 � .02 .04 6: ❑2 GRADE i GRADE � GRADE � GRADE GRADE � PO I NT POI NT 0 PO I NT , POI NT PO I NT i i �i i 70. 5' �� 70.5' 84.5' � 83' S 7.5' � TYPICAL SECTION ON ROADWAY UNDER STRUCTURE TYPICAL SECTION ON ROADWAY UNDER STRUCTURE � � V � L LI � � �I � L � � � � N � / N � � V ln L �--� N � � � � L M � O >. � 3 V� w p � O I L � � � L� DESIGN DATA -YSA- 10 ADT 5,2 60 203 DT 8,300 DHV = 1 D = 60 D UAL = 2 TTST = 1 V = 40 MPH FUNC CLASS - RURAL LO MINIMUM VERTICAL CLEARAN =16'-6" X BRIDGE RAIL TO BE DETERMINED BY STRUCTURE DESIGN UNIT @ MSE WALLS DETERMINED BY GEOTECTNICAL ENGINEERING UNIT * THIS AUX. LANE PROVIDES SEPARATION TO MITIGATE WEAVE AREA BETWEEN LOOPS. -YSA- STRU CTU RE -Y5A- (HASTING HILLS ROAD) �-Y5A- OVER -Y4- (US 421 /I-40 BUSINESS) � � 35.5' � @ MSE WALL 19'-11 " 2�4' TO FAC E ; 6' I SHLDI 12' ' 12' 4' FDPS � CONCRETE � BARRI E R � w' .04 .02 �� .04 ___:- ___------- ----------- ___________--- - --- GRAb�---� TYPI 7.5'- X ; 02 12' 1 ; 02 12' 4, � X .0 .02 � � PICAL SECTI ON STR UCT URE EE TIP ROJECT U-25�9G) - - (I- /US 421 BUSINESS) . @ � MSE WALL i 30' � 36' 19'-11" 9' 9' 6' ; TO FAC E SHLDR , � 11' 4' 12' ' 12' 12' � FDPS � FUTURE i �� AUX. � � LANE CONCRETE BARRI E R I �� w ! .04 .02 � .02 .04 i- ------------ ----------------- -____f___-- �----------- - GRA��------------ ---- � u P I T i SECTION ON ROADWAY UNDER STR UCT URE NOTES: (SEE TIP PROJECT U-25�9G 1. SEE SHEET 2 FOR BRIDGE SKETCH 2. SEE SHE 29 FOR PLAN VIEW 3. SEE S T 2-J FOR -Y5- TYPICAL SECTION 4. SE HEET 2-F, 2-FA FOR -Y4- TYPICAL SECTION NOTES: 1. SEE SHEET 2-Z FOR BRIDGE SKETCH 2. SEE SHEET 16 FOR PLAN VIEW 3. SEE SHEET 2-J FOR -Y5- TYPICAL SECTION 4. SEE SHEET 2-I FOR -Y4CD- & Y4RPC TYPICAL SECTION 5. SEE SHEET 2 FOR -L- TYPICAL SECTION 0 2❑ 11.5' 04 � -Y4 C D- i i I -�I I 12' ' 12' 2 2' i 12, �l � , 4 P S .02 � .02 .02 GRADE 57.5' -YS- STRU CTU RE -Y5- (HASTING HILLS ROAD) OVER -Y4RPD- -YS- � � i � �_ 35.5' _� 7.5' � � 12' 12' 1 � x .02 .02 .02 .02 , , � , TYPICAL SECTION ON STRUCTURE -Y4 RPD- � � I 7.5' �16� 7.5' 4� i �2� �� i 2❑ .02 .08�0.08 0.04 0 - _ 4' PROJECT REFERENCE NO. U -2579B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 -V HYDRAULICS ENGINEER ��.��N�� .�N� ID� N�T USE F� C�NSTRUC'Il'I�N DESIGN DATA -Y5- 2010 ADT 7,600 2030 ADT 13,600 DHV = 11 D = 60 D UAL = 2 TTST = 1 V = 50 MPH FUNC CLASS - URBAN COLLECTOR MINIMUM VERTICAL CLEARANCE = 16'-6" X BRIDGE RAIL TO BE DETERMINED BY STRUCTURE DESIGN UNIT @ SLOPES DETERMINED BY GEOTECTNICAL ENGINEERING UNIT ❑2 SEE STD. 610.03 / NOTES: @ 1. SEE SHEET 2-Z FOR BRIDGE SKETCH 2. SEE SHEET 16 FOR PLAN VIEW 3. SEE SHEET 2-J FOR -YS- TYPICAL SECTION 4. SEE SHEET 2-H FOR -Y4RPD- TYPICAL SECTION rc� i N i 31' rE �� TYPICAL SECTION ON ROADWAY UNDER STRUCTURE -Y5- STRU CTU RE -Y5- (HASTING HILL ROAD) OVER -Y4CD-, -L- (WINSTON-SALEM NORTHERN BELTWAY) , & -Y4RPC- -Y5- � i i i_ 35.5' _i 2 4' , o- , o� , 4� 1 12' 6:1 6:1 � .04 7.5' 3 6' 1 .02 1� ,.02 12' � 12' 1 ,.02 I X .02 n TYPICAL SECTION ON STRUCTURE -L- � i I I 23' � 23' 4' 3 6' 12' 11' � 11' 12' 1 , t � � .02 i .02 .02 6; � i 6 :1 ;ADE � GRADE 4.60' POI NT � PO I NT �qN E , TAPER � � 63.60' TYPICAL SECTION UNDER STRUCTURE � i 6'1 _- � -- 30' MI N IMUM I ` \ ,, i �� , � I DESIGN DATA -Y5- 2010 ADT 7,600 2030 ADT 13,600 DHV = 11 D = 60 D UAL = 2 TTST = 1 V = 50 MPH FUNC CLASS - URBAN COLLECTOR MINIMUM VERTICAL CLEARANCE = 16'-6" X BRIDGE RAIL TO BE DETERMINED BY STRUCTURE DESIGN UNIT @ SLOPES DETERMINED BY GEOTECTNICAL ENGINEERING UNIT 0 SEE STD. 610.03 � -Y4RPC- � I I I I 15' 12' � 16' 7.5' 4' 4', 12' � � �� .Ob •02 .Og .08 b �� 30' MINIMUM 23.5' ❑2 � N Z 0 N i W � _ � � V � L LI � N � � LI � � u�i N � � V � L � V � L r N. O� � � M � O T N � � U� w a � o: �o! P-� L ' DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR -Yl- OVER -L- �� —Y2 — BEGIN BRIDGE —Y2 — BEGIN APPROACH SLAB 2� , - � - - - T YPE , lll � —Y2— �24' :� 0 V ARo PS B-77 ❑2 3' 1905' —Y2 — Stao 20 f20o2/ —L— Stao 5/6 f3/o30 0 =IOS°03'S9067" L'� 905' /905' I T YPE lll ❑2 PROJECT REFERENCE NO. ii_��no R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2-W HYDRAULICS ENGINEER ]�][$]E]LI�I[�N�ll$� ]I�ILA�N� II9� N�'J[' U3E F� C�NS'Jl'RUC"d"I�N —Y2 — END BRIDGE —Y2 — END APPROACH SLAB B-77 �— ••-► � V ARo PS NOT Eo 2❑ SEE NCDOT ST Do 6/Oo03 DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR -Y2- OVER -L- \ \ �J L V// V / V V�./ L. V Y / ILL l V Y Y Ll � 1 -L— NOTES: SEE SHEET 2—Q FOR STRUCTURE lO TYPICAL SECTION SEE SHEET 2—Q FOR STRUCTURE 2OTYPICAL SECTION SEE SHEET 2—R FOR STRUCTURE 3O TYPICAL SECTION DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR -L- (D UAL BRID GES� O VER MAR TIN MILL CREEK —Y4RPA — BEGIIV APPROACH SLAB \ —Y4RPA — BEGIIV BRIDGE VARo PS 4,J �\� � _� — B ..77 END lVOISE WALL ON BRIDGE n.�.=:z.� —Y4RPA— EIUD BRIDGE \ � —Y4RPA— END APPROACH SLAB DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR — Y4RPA— O VER SMI TH CREEK PROJECT REFERENCE NO. U -2579B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2-x HYDRAULICS ENGINEER ��' ��N�� .�� llD� N�T U91E ]F� C�N3°Il°RUC'Il'I�N DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR —L— ( D UAL BRIDGES� OVER —Y2A—, —SRR—, AND —Y3— Y4CD ' APPROACH SLAB /2' /0' —Y4CD — «-- N VARoJ � —L— BEGIN APPROACH SLABS —L— BE�IN APPROACH SLABS Y4CD NOTES: SEE SHEET 2-R FOR STRUCTURE O TYPICAL SECTION SEE SHEET 2-S FOR STRUCTUREO5 TYPICAL SECTION SEE SHEET 2-S FOR STRUCTURE bO TYPICAL SECTION � --_�-.,_� �� / _._.�-_ �� . r�1t.m,—�1�1��1.1t� —Y4CD — END APPROACH SLAB -L — END APPROACH SLABS —L— END APPROACH SLABS —L— ElV D BRIDGES DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR — Y4 CD— AND —L— (D UAL BRID GES) O VER SMI TH CREEK NOTES: SEE SHEET 2—S FOR STRUCTUREO7 TYPICAL SECTION SEE SHEET 2—T FOR STRUCTUREO8 TYPICAL SECTION SEE SHEET 2—T FOR STRUCTURE 9OTYPICAL SECTION SEE SHEET 2—U FOR STRUCTURE 10 TYPICAL SECTION t —Y4Rf � � —Y4RPBD — DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHI� FOR -Y4RPBD- OVER SMITH CREEK -Y4RPBD — STAo 43 f79o19 —Y4WB— STAo 98f14o65 0 =l12°54'20e55" . � —Y4RPBD — � 1905' � BEGIN APPROACH SLAB —Y4RPBD — BEGIN BRIDGE / /0' 2❑ /0' 1905' � �� P , /y � �� y �� . —Y4CD — POC ST Ao 46 f87o16 —Y4 — POT ST Ao 90 +OSo9/ � =83°54'07097" —Y4CD — POC ST Ao 46 f60o0/ —Y4W B— POT ST Ao 90 f06o05 � =83°59'47004" � —Y4CD — BEGIN BRIDGE � —Y4CD—BEGIN APPROACH SLAB 1905'� __ _ r _ _ _ _ —77 � � —Y4LPA — —� �,�, —Y4CD — �.. 36' /2' 36' � —L—BEGIN APPROACH SLABS � —L— •••► � 48' —Y4LPB — --► m m�X� —Y4CD — POC ST Ao 47 f14o3/ � ' w —Y4EB — POT ST Ao 90 fllo82 �- ?— � 0 =83°48'28a85" 6' —Y4CD —END BRIDGE 1 1 � � j —Y4CD — � END APPROACH SLAB �ni 36' o � � _�� • . — � 1 -� �- y yB —77�2, —L — BE�IN APPROACH SLABS i9o5�— —L — BEGIN BRIDGES ❑3 —L— POC STAo 642f54o27 —Y4WB— POT STAo 9/f23o70 NOTEo � =83°57'12033" � SEE IUCDOT ST Do 6/Oo02 / � � /0'PoSo � —Y4RPBD — ST Ao 44 f38o39 —Y4EB — ST Ao 97 f90o4/ 0 =l15°27'2/046" 2 /9o5'PoSo END APPROACH �'>> —Y4RPBD — ST Ao 45 +44069 ; ,- �2'_ � u B\,, — 19a5'PoSo END BRIDG —Y4RPBD — ST Ao 45 fl7ol3 /0'PoSo —Y4RPBD — ST Ao 44 -f-OSo64 —Y4 — STAa 98 +02089 NOTEo � =l14°l0'28007„ 2❑ SEE NCDOT ST Do 6/Oo03 4' 0 � � DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR -Y4RPBD- OVER -Y4EB- & -Y4WB- 0 /2 E— /905 ❑ U � PROJECT REFERENCE NO v —��i yrs R�W SHEET NO. ROADWAY DESIGN ENGINEER �� . � , ., ��%/� ' I —77� /2' 72' 36; •••► 48' ""'' -••► •-•► ��,��Na�� ID� N�°Il" USE E� C� ND APPROACH SLABS —L — ❑3 B 7� � l2' �905' —� — END APPROACH SLABS —L — END BRIDGES —L — POC ST Ao 643 fO8o58 —Y4EB — POT ST Ao 9/ +2905/ �=83°45'49025" —L — POC ST Ao 642 +8/042 —Y4 — POT ST Aa 9/ f26o60 �=83°5/'30082" DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR -Y4CD- & -L- (D UAL BRIDGES� OVER -Y4- 3EGllV BRIDGE Y4RPBD — STAo 5/ f70o14 3EGlN APPROACH -Y4RPBD — ST Ao 5/ f43o58 0 o^ B� v / _ T —r��r�u— 5 i ua .��y�o�� —L — ST Ao 649 f19o78 L� =70°4/'S6o30" —Y4RPBD — STAo 54 f16o42 —Y4CD — STAo 53 f77o69 SHEET NO. 2—Y HYDRAULICS ENGINEER y ��lr � vS'JCIBUCTI�N . • ,—Y4RPBD — END BRIDGE NOT Eo 20 SEE NCDOT ST Do 6/OoC DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR - Y4RPBD- O VER -L- � � � V � L LI F N �I � L � � � � N � / N V � V � L � � N o� ro � M Q O � N3 �� W � O I �� i DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR -Y5A- OVER -Y4- (TIP PROJECT U-25�9G� 2-V FOR STRUCTURE TYPICAL 11 SECTION 2-V FOR STRUCTURE TYPICAL 12 SECTION 2-V FOR STRUCTURE TYPICAL 13 SECTION -Y5 — BEGIN APPROACH SLAB „�j PROJECT REFERENCE NO. U -2579B R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2-Z HYDRAULICS ENGINEER ]��$]E]L��l[�N�][$� ]�ILAtN� ID� N�°Il" USE E� C�NS'JCIBUCTI�N —Y5 — NOT Eo 2❑ SEE NOT E ST Do 6/Oo03 —Y4RPD — ST Ao 23 f7/o54 0 =5/°03'34093" � DETAIL SHO WING PAVEMENT & BRID GE RELATIONSHIP FOR - Y5- O VER - Y4RPD- NOTEo 2❑ SEE —Y4CD — ST Ao 57 f0/ol4 L� = 90°02'OOol3" NOT E ST Do 6/Oo03 DETAIL SHOWING PAVEMENT & BRIDGE RELATIONSHIP �'OR -Y5- OVER -L-, -Y4CD-, &-Y4RPC- L L L —YILPA— TS Stao IO+OO°00 —L— POT Stao 484+24a00 (59' L�a� 4'P.S.—� l0'P.Sa � \ � � hh �. l2'PeSe //' —YILPA— SC 12+31088 . � • �� % �P P� �� .• � �■ " " ■� �� 80 �■ �� —Yl LPA— &—L— GO RE D ETAI L (SEE PLAN SHEET 5 FOR PLAN VIEW� —Y4LPA— SC Stao 12+IOo00 (12'00 LT) 3S-� ��c � � �� • / � � !, ` �— � � � �� J J M �� N00= � � �N � O M 3 � � �� N '—' O � � C� � Q O � U J � � �� ' —Y4 LPA— &—Y4C D— GO RE D ETAI L (SEE PLAN SHEET l6 FOR PLAN VIEW) N 4' PoSo /2' PeSo -L- l2' PoSo —Y4LPA— TS Stao IO+OOo00 —Y4CD— POT Stao 44+44026 �G��.J< \ I �' L I a / 4'P.S. � w �-YILPD 30' 0' 30' 60' �5� BAR SCALE —YILPD— TS Stao IO+OOo00 -L POT J�Qo 482+93aoo (59' Rto) —Y4LPA— ST Stao 24+20a62 —Y4WB— ST Stao 87+99097 (12' Lto) 35' lNC 6'P.S. -Y4LPA -o N o Y4WB � , . � PROJECT REFERENCE NO. U —2579 B R�W SHEET NO. ROADWAY DESIGN ENGINEER l�]E�IEIL][�IN �� N�°Il° US� ff �� • � �� '� .� • . . ��1►.� : SHEET NO. �_r_r_ HYDRAULICS ENGINEER �� l�]L�1�T� C�NSTRUC'1CI�N /2' PoSo l2' PoSe � .� 4' PoSo ��i'+' � ` ,• � / � � � �` —YILPD— 12+IOv0 —Yl LPD &—L— GO RE D ETAI L (SEE PLAN SHEET 5 FOR PLAN VIEW) —Y4LPA— CS Staa 22+IOo62 ITAPER 8�� 0563 �� J � B�^ B � � ��N N" LC'l = � � O B ,__, B � 3 � + + N W �p N � 00 � O a� m�' 3 J �- � � � i � �� J � J B � � �l9 0 mc`� � � m l4 � M � � m � � � N m N � .r � .--� .� � .--.� 00 N = � � _ � B H 0 m H � � O � N O ,._, + + + N 3 @ N 3 CD Nw �p Nw � i � � � � � ¢o , ao m n- c� m n- c� 3 J � J � � a- 3 � � } � } i ' } � i —Y4 L PA— &—Y4 W B— G O R E D E TA I L (SEE PLAN SHEET l6 FOR PLAN VIEW) � J �o� 4'P.S. 0 � � m � � d- 00 d- N CD �-'�N � � 00 C.0 � C.0�0 ^ '-' 3 + N LC') i W � Q � ��o mJ(� 3 � � � � � � L L L �, � 3 c � � m � � N � � � � � 0 +� � � 0 � � � 3 N � � O i �9 �i t o� O�{ LL � i O�� N� �� UNL W 0 �C � /� � O{ L< �{ / � � 3 � PROJECT REFERENCE NO. U -2579B R�W SHEET NO. ROADWAY DESIGN ENGINEER � � � � � � � � � � ' ' ' ' / SHEET NO. 2JJB HYDRAULICS ENGINEER � PROJECT REFERENCE NO. SHEET NO. � � U -2579B 2 -XX � R�W SHEET NO. ROADWAY DESIGN HYDRAULICS I , �.`. "�-` - - -- �� „ \ ENGINEER ENGINEER � +/1.00 -Y4EB- I XI �� \� / � 123.00' � � � ___-----� � � . �� \ �, , — . \ ]��]EIL��I[�NA�]Eg� ]�ILAIN� � � � � ��--____ �� X � • ID� N�'J[° USE F�R C�NS'J['�BUCTI�N X� x x X X—�_ % ,�� x y X�»' y y —� ____X_ � X F X X F x_�' �— X----X----�-- — ------------- ----� �' �-� �-� � EGIN W. ��VL�E�- -L��—�� '� _��'� ti-� -- - _ — — — - �—� - ��L�—�� _ _ — — — -- --- — � — 300' PER /300' FULL LANE � I /0' P.S. - �. l0 P.S. � -- --- -- --- _- - -- —�� —��— ��- ` -- --- — --- -- �-_ --- -- - - --- - -- --- _- -- -- --- -- �.�-� -- --- ------- — — � � �..- �— �—� — ----- — ------------- ------------------- --------- -------� --- ------ —Y4EB — �-4o e�s B� �S 42� SB� 26� BST N 85° 33' 45.8° W —Y4EB — —Y4EB — � � � � � �� 4' P.S. «� �� ---------------------- -------------- ------- ----------------------- --- ------------ ------------ --------------------- ---- -Y4 - • -Y4 - 4' P.s. -Y4 - 4� P.s. 4� P.s. 4' P.S. 30' -Y4W B- i-4o eus we� us 42i Na� 26� esr N 85' 33' 45.8" W -Y4W B-�► -Y4W B- �� - - � � � � �� 1 d' �/ d' � � - �-��-�� ------------ c`�� X ��--_��_ -�_-�E-��----�---� � ----�----------------- .--_-__ - - - - - - - -X _ _ - _�� -� _ � _ F X - - - - � � � �_�� —� . �., �s�- W�� ' — - — - - — _ _ _ _ _ _ _ —`-n"L��-�—r��-,�_s ��-� — — �---� - �- _ �,— - - _ - - — - --��— - � � � �1� - - �__ �,_ �, — — — — — _ _ - \ � �' `J`� � �Zv'��`� � / ---� " - -�_ �- � F k�-'-�-v�' � �-� ��- --��,- - � �- �-- ' �v€�- �� - �' � ��Z-U.� - - - — - - � , , � , `�-- --�-�__ _ � ' ___------- -- ------------- \�_ --- =__ -- – - -��-� � c�, - _ ---- -------- �-- �— - -- � � � -�� --- ------ �� ---- ----------- ----_ _ ----�_� �� . � ��----- __ _—�_--- _ - -- -- _� '-- --�_� - ------- ------------------ �� ---� 300 APER -------- ------ / � � �-- �- N � /�/ _ _�_�— o ____-- _ � � �/ , Ni� �� — __ �� i ��'/ � � �, / �� // \ \\ �'Z �\. � � \ \� � i \\ � � �i � � / \ \ � \ . � V m U � � � '-' � � � � � � � N � � d' Z O N N � t� O N J II II �? II O II � � 3�� or`�i o�n �o"� o M a M � ��+ o� �0 3�� o ~ Z+o ++ +� ++ � o � � � � � � � � � �o o � o i. + C� �'- � Z � � � � � O Z � r M � O O p � � � � Q Q a� ZQ Q� J II `� M Q, O O � � I� I� I� � �� I— M � F' O � Q ap � H�o � O II -- II M M M Q, � � et � �N� c�j NNM NNM ,�l,N�n� 3opoo oDo 0o II �� II M �� II � II �' II � II � 00 J� 00�00 00 �pp �o0Jo0 �� O� �� 0� �� O O� JO(V C�va � va II �Q II ��Q II Z+o o+ �o o�o op� oa o0 00 0� or Q�o u� �� J ��J } � Zi'�J O� + + lC) �i p� � p OO OO p O OO m i i �,., i i �,., i 3 �,., �,., i i �,., z �n a _ �n � + � + + + + + + � + o �n �n o o �n 3 �n + ��NM Qa' �� `�r �nr �r �''>� vM v',d.' �� C�� N IN yN�D �NO' Q � M Q . Q � � �r �� Z�Q ZmJ� �N � NN � yN O NN N Nt~ O H N I� �� l' �N � la—N � QyN�O C �� I I J m J� I � m-� 00 00 J 0p � N� N� � N N � � J C� � � J I I J m J 00 � N l(� � N� I O� � O� � O� w N O� W>- i J �t a 3 Q II 3 J �� J J m J ao m N oo m J oo m J ao Q m,� �t � m � w �3 J � � Q �Q �� J J J J 3Q� � � � u., �3W �3-� vQ va u �a �� va �� Q ° �3 v � � W }3W �3W �3w �3 W �3W �3W W� �W � � c c � +� � � � � ii � 4 � � Q � � � � � � � � � � �o _L o� � 2 �� 03 N� �� - - o� 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 �� (-Y4 W B-) (-Y4W B-) (-Y4 W B-) (-Y4 W B-) (-Y4W B-) (-Y4 W B-) (-Y4W B-) (-Y4 W B-) (-Y4W B-) (-Y4 W B-) (-Y4 W B-) (-Y4 W B-) (-Y4 W B-) (-Y4W B-) (-Y4 W B-) � PROJECT REFERENCE NO. SHEET NO. � � U -25798 2 -QQ � R�W SHEET NO. l RRl / 1 ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER J � � � 11 � N C� � Q �O �� ' �..��N �� i N� N � ID� N�'J[[° USE F� C�NS'J[°IBUCTI�N �� J 0 � � a' � o = � o v' o � �� o� � a �a o�X9� o o � � � �S N �o� -NWCD2- � � S 22' 25' 56.6' W S 25 /9' 47.4' W . F, N "�� i n �- �n �� o $ � � ,�b � g� $ g $ � �o � � ON p $ p O O O O N � �' J p � y, � .�, �1- �1- `1 3� N N N �1 M Q o W O� � _ � N � � � N � N � Z NQ � � a � � Z o� s 2r 50� n.�• w � �' S 20' 45' 0.9' W $ 23' l6' 42�' W � m�� -NW C D 2- 5 2r 28" 2 6.�" W � S 2P 53' 49.7' W S 20' 35� 27r w -Y4CD - -Y4RPD - � o N 21° 53' 49.7" E �O 0 N Z � O N <O � -�- W/NSTON SALEM OUTER LOOP � � � � � -NWCD2 - -NWCD2- DES/GN DATA PANEL N0. l 2 3 4 5 6 7 8 9 /0 /l l2 /3 /4 /5 /6 /7 /8 /9 20 2/ 22 23 24 25 26 27 28 29 30 3/ 32 33 34 35 36 37 38 39 40 4/ 42 43 44 45 46 47 48 TOP ELEV. 89i� 89iA10� 89iA0� 89i� 89iA0� 89.46� 88.46� 89.46� b8� 2.45 .50� 5.87� 7.36� 3 8995r ,b8� 9�pi,85� 9�03✓0� 3 9�0457� 9053r 9q6A4� 9q6.7r 7.38� A5� .7r 3g 9i0A3' 9/0.70' 9//36' 9/0.70' 72' 9/Ob6� 9ii.44� 9i29r 9i4„� 9i4,�0� 9i4,�00� 9i4Ar 9i435� 9i4„68� 9i5A0� 9i5A� 9i5A0� 9i5Ar 9i5�35� 9i5b8� 9i6Ar rH � � � � � �o� �a � �o� 4 4 � � � � � �o� � � 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � PROJECT REFERENCE NO. SHEET NO. � � U -25798 2LL � R�W SHEET NO. / ARR/ / 1 / ROADWAY DESIGN HYDRAULICS L ENGINEER ENGINEER ]�RIEIL��I[�N ]Eg� ]�IL�N� ID� N�'J[° USE F� C�NS'J['IBUCTI�N � I N � o -L - W INST ON SALEM OUT ER LOOP ;� � � � � + � , d- N Q � I _1 O � M z � S 26' IO' 08.6' E 5 25' 09' 27.7' E S 24' 08' 46J' E S 23' 08' 05.8' E S/9' S3' 44,7• E � `V S 28' 11' 30.4' E S 2T 10' 49.5' E w 5 29' ►2' II.� E -NW LI - s ia�4�` 20.8� E S /9' 03' 5/.8� E- z S ig ig � _ -NWLI - lVO/SE � Q �STl�(/ w L �N BRIOG , SEE CjU PAY �TEM � � STh'U 7-(//,'E ,�LAN g � s� -Nw�2- � 1 z N � � � � � ' �� p p� O N � O o N N � � o � � M� i �2 > � $ � N o 0 0 0 ,N � � � o� .Ni �� n N o in c`n c''�n � "'� � 3 N� ` O � p N N � � � � N ,,�0 ^`j �.1 O c� v�� N � � � � a � � �i = �� 3 �� h y Z�'i � ►�o W � � _ � h � v � i � � v -NWLI- -NWLI- DES/�N DATA PANEc N0. 7� 72 73 74 75 76 n 78 79 80 8� 82 83 84 85 86 87 88 89 9�0 9� 92 93 94 95 9�6 97 98 99 �00 �0� �02 �03 TOP EtEV. 9�66� 9�66.6T� 9�6T.34� 9�68Ar 968b7• 9�695r 9705r 97i5r 72.34� 973Ar 973.67• 97434� 975Ar 975.67• 976 34� 977Ar 9n,67• 78.34� 979Ar 979�67� .34� 98iAr 98i,G7� 2 3 4.50� 5 .50� 987.50� 8 .50� 99�0.48� 99ir0�6� LENGTH 20' 20' 20' 20' 20' 20' 20' 20' 20' ZO' 20' 20' 20' 20' 20' 20' ZO' 20' ZO' 20' 20' ZO' 20' 40' 60' 60' 60' 60' 60' 60' 60' 80' 60' � � � � � N 3 � i-� � � � �+- � � � �I � � � � � � / � � Q 3 W Cn O Z / t9 O aL O� — / �� O 3 N� U � W � �� 24 25 26 27 28 29 30 31 32 33 34 �� PROJECT REFERENCE NO. SHEET NO. � � U -25798 2 -00 � R�W SHEET NO. / ARR/ / 1 ROADWAY DESIGN HYDRAULICS L ENGINEER ENGINEER ]�RIEIL��I[�N ]Eg� ]�IL�N� ID� N�'J[° USE F� C�NS'J['IBUCTI�N � $ � � g g g � � ; � � $ $ g g g � � o .� * � g � g � y' ao � N N N N a �, � g � .� + � ; � N N � � �, � a, � o 0 0 0 0 0 0 � � � N '"� � d N cn tn tn v� � � o � � � o � �g � N o � � � � � � � � � � � � N - � � + � � � � � �� ; � 0 0 3� � o� � O O �� O W� � � m i � S P 02' 04A' W S 0' 33' l7J' W S 0' 04' 3/.4' W S 0' 24' l5A' E S 0" 53' 01.3' E 5 I' 2l' 41.4' E 5 P/9' 38.0' E S 0' 53' 17.7' E S 0' 26' 57.3' E 5 0" 00' 36.9' E S 0' 25` 43.4' W 5 0" 52' 03.8' W S l' l8' 242' W S P 44' 44„5' W N -NWL3- N � � -NWL3- � o � Q `� -Y4CD- N � � � z � N � O O J Z r 50' 32.a� w � v � , „ � � _ o Q S r 50 32.o W -L WINSTON SALEM OUTER LOOP � � -NWL3 - -NWL3- DESIGN DATA PaNEc NO � 2 3 4 5 6 7 8 9 �0 �� 2 �3 �4 �5 �6 n �8 �9 20 2� 22 23 24 25 26 27 28 29 30 3� 32 33 34 35 TOP ELEV. 9/8r0�0' 9/8d00' 9/8r0�0' 9/8.0�0' 9/8.00' 9/8r0�0' 9/8�0�0' 9/733' 9/6.66' 9/6�0�0' 9/5.33' 9/4.66' 9/4,r00' 9/333` 9/2.66' 9/2�0�0' 9/l33' 9/0.66' 9/OA�O' .33 9�08.66' r0�0' T„33 9a6.66' r0�0' 533 9b4.66' �0�0' 3.33 2.66' 2 9�0/29' S9' .9�0' 27' LENGTH 20' 20' 20' ZO' 2U' 20' 20' 20' ZO' 2U' 20' 20' 20' 20' ZO' ZO' ZO' 20' 20' 20' 20' 20' 20' 20' 20' ZO' 20' 20' 20' 20' 20' 20' 20' 2U' 20' �% � O -NWC3- DES/GN DATA 9 � 0 PANEL N0. 36 37 38 39 40 4/ 42 43 44 45 46 47 48 49 50 TOP ELEV. r63' r0�0' 7.33 896.66' .0�0' 533 .66' A�0' 3.33 2.66' 2 2 2A0' 2 2 TH l l l l 900 900 890 890 880 880 870 870 860 860 850 850 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 �' PROJECT REFERENCE NO. SHEET NO. � � U -2579B 2 -T T � R�W SHEET NO. l ARRI / 1 Y4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I I I I I I I I I I I I ��.��N ��' ��.A�N� I I I ID� N�'1[° USE F� C�NS'J[°IBUCTY�N � � � � � � � � � � � � � � � � � � � � � � � � • I I I J I I I °� � .. � I I I � �� $ I I I ��* � � I I I J�M � N I I I � 3� c��n � cn � I I I \�S �o �� I I I �� 2 N � I I I �W �� u m i � O i i i Qy� r� Tr. e , „ � o i i i �L►1 �1 uZ'` N 85 33 45.8 W N 83° 29' 0%9" W \ _ _ NWY42 N 85° 33' 45.8" W `v i i i � � o o Q i i i �� ` �' _ `� � c�n i i i � N 85° 33' 45.8" W -Y4EB ' ' � I I I �` `� ` � e ' I, 1-40 BUS EAST US 42/ SOUTH 24' BST � � � i i i � � N 85 33 45.8 -Y4- � � N i i i �� ? � e , , r� o ? o i i i � � N 85 33 45.8 W -Y4WB- tn I I I � � 1-40 BUS WEST US 42/ NORTH 24' BST � W I I I �� Z � � I I I � ♦ I I I `�� ` Q � � i i i y� r� �. i i i 11�1 u ui,. � � � � � � � � � � � � i i i i i i i i i ; ; ; -NWY42 - � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � -NWY42- DES/GN DATA PANEL N0. l 2 3 4 5 6 7 8 9 /0 /l /2 /3 /4 /5 /6 /7 /8 /9 20 2/ 22 23 24 TOP ELEV. 76A�0' 76A�0' 76,r0�0' 875J9' 875✓Z' 74.45' 3.T9' 873✓2' 72.45' 87/.79' 8T1.12' 70.45' 869J9' 869✓2' 68.45' 867.79' 86712' 45' 5J9' 865.12' 64.45' 379' 863✓Z' 2.45 rH 4a �a -NWY42- DES/�N DATA PANEL N0. 25 26 27 28 29 30 3/ 32 33 34 35 36 37 38 39 40 4/ 42 43 44 45 46 47 48 T P V /J l.l 60.45' 59J9' 8 5845 857 7.l 5645 5 855�12' 5445' 53.79' 853.12' 5.4 / l 5045 84 849J2' .4 ' 4T79' 847.12' 4' LENGTH 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 10 11 12 13 14 15 16 17 18 19 20 � COMPUTED BY: Casey Harris DATE:11-8-10 � � CHECKED BY: DATE: � � � � � PROJECT REFERENCE NO. SHEET NO. �-2�_7��__ �� W N CO 00 � O O �— �— �— � � O� `0 M � �A �O N p� �O �O O� � O � � 00 � M M � � M �A t/'� M � O � O O 00 N � O O I� N 00 � d' N 00 � . � � � O O .p O O O � � O � O O O O O . O . O . ` � � � O O� � O Q O� p I� p� N N � . � �O �O M N N � M �A ` � � �D � � �O �O � � M O N M d' N � � �O �O N N O� � O� �O � M � N 3 M O� �O M OMp O� N �O M � � � N N � � M N I� � �O � 00 .p � N �O N 0 � 0 �O �O d., M I� O � O O O �rj d. �O � p� � O o0 M O O � .p � �` � O � ` �` O O O O �` � � � O � � M o0 � N � � � � � 00 � N � O O � O O � � N � � � ` . m � N M r � � � N � o .O � M � �O M M M O M � + � � M N � N � N � � N 0 `� `� � (V N Gp 00 �O M O� N N `O O � � �1" M . �. � �O . N N . � N N �p r— � � ,— M � 0p � �O �` `� p� N � � M � � � 0 . � � � � O� � � N � � O� pp O . . ' N . ` � I� O M N • CV O� O� CV (v �` G� � �O � � � � p O� � � 00 �O � �= O � �A � ' ,_ � . � N . � �A � N a� � � � I� M � N p� � r— M �, � � � � N � �` N O '_ '_ �"� O . W � N � � �A � V w I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 Z � � Z W N r M N O M � �' � �O � O � �,r� O� M � � � � � � � M O M �O O� N � t/') Q O� O M O O �A � p � M � � � � � O� O M M N � � � � N N C p �' � C p I� � N • �> O � M N r `O p� �O � �A I� � M � O� O � . � � � N N � pp p I� � � Q O � M � � � O '— � �' I� � M � �O � p� 0 '— G� M M �— N M d' � U � J � r� � � ,— � o� �— cv r �o �„� � w H H H H H H H � � � � � � � O O O � O � O N O 00 � � p 0 O � � 0 O O � 0 p O p � N p N � � W p O t/� O 00 O O� N O � 0 O N O � 0 O 0 N � p O O• N p• � O• �j N w O O I� � O O O �A N O O O 0 = N O �A I� �— M 0 + + + O O� O + + + -�- -I- -I- + + -�- + tn + + + + + + + + + 00 00 �A �+r� �O I� � � N � � � � + + + �N � J ap pp O i— ap � op p� O M �A pp � N � �O p� M CV I� a r � M M � N � N Z �c' �c' �r' `�' `� �° •o �o �° O O O O N M� O O O O O p O O p O p � O O O p O p O O p �� O p O W� � � Q �� F- �� E- o 0 0 0 � o o � o 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 0°r o°0 p o 0 0 0� o o� o 0 0 0 0 0 0"? o o �°o �� o� o� 0 0 0 0 0 •,o 0 o w� J O O O �` � p � 00 � + + -I- -I- O � N -I- + Q + -I- + + + -I- -{- + -I- -F- -�- + -I' -�- + -I- + O I� O I� + -}- + N N � � � � � � N � N I� � � � r � �O M � � M I � p M �A 00 � N d' �O H � H � r' N M I � I I I � J J � � � �A �A � � �O �O �O �O J J � � , � , I I W W � � � � � I I I � I I I I I r I � I � � � � Q � I I � I J J J -J J J J J J '., � � i" � � � � � � � � � � ii' � � � � � � � � NOTE: Earthwork quantities are calculated by the Roadwa Design Unit. These earthwork uantities are based in art on su�surface data rovided b the Geotechnical En ineerinp Unit. p Y 9 9 * Quantity includes material used in shoulder construction. � COMPUTED BY: Casey Harris DATE:11-8-10 � � CHECKED BY: DATE: � � � � � � PROJECT REFERENCE NO. SHEET NO. �-2�_7��__ �QQ � � p � .p O� O� M .p � � � � I� I� O M � � � � � � Q N d' N � O� � r- 00 � N �O p I� d' I� (V N � r � � � � p � �- O� �O �: � r' M � O � O � N �A O � N o0 � O O M O O M O O O O �` 3 � � � N � 00 N � N � � N N N � 00 �O � N N M N N � 3 � � ,� � I� I� � N p N p �` O� 00 �p M � O O O O O O O O O O O O O O O O O O� O O O � � o O�`'� °0 0�� p� N � . . . . � 0 O m � � � �O � � �N �O N � � � + � �— � N � � .p � � � � � p �D p � � N � `� .�p O � N � � O� 00 � I� �,r) O� M '— �O d' 0 00 N O � � � �O I� m � � � � CV �„� r O O N � M p � � � O �O �A O� M � � O N I� ap � . M � I� . d, �O N O r '— �"� �j 00 � O ` � �O � p ' � M O M �A � I� W r M � � �"� r � � M �' � 0 I� � � � � M I� '_ N N I� � V w I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 Z � � Z �� O 00 Op � � O� O �O � � I� I� � � Q� � I� 00 N M M � � M N~ 00 � � O� N �t' O� p. O� � � O� �A �1' � N � O� M O� � I� c/� ; p� N 0` N � c+� 00 O� .p N N tn � �A O� O � '_' � `o �A � � � � O O CO � N � O � �O � d' . . . � � � � � � � I� . . C`� �p . � . . � M � . O� I� � � r � ' M N N �O � `� • Cv �O � • �O I� • I� � � � � � N U U N � N `O r � � N N 0p � r �,•� �O � � � N � �` �' � w H H H H H H H O O o O O O O O O O 0 0� o °~° o 0 0 0 0 °~° o 0 0 0 o m o 0 0 0 0 °~° o 0 0�� °~° o 0 0 °~° � O O � O O � p O O � O O � p O O N � _ � � � = W O O � � N �A O � �A O N `� O � �- �- N �O � � �A O N d' � I� Q� M N �O � O N 2 N N � � M � � r N CV + + + + � � M � � O �A M + + + � M + + -i- -I- + -I- -I- -f - N N N `0 �O �A �A � M � d' � � � � � � �p M � � pp �- �A � �O O 00 N N �' � � � � � � � � � N � N r M N M N Z � � 0 � � � � � � � � Q � � 0 � � � � � � � � 0 � � � Q H H I- 1- � H H 1- 1- � I- I- H I- H � H I- H I- Q O O � O O O p O O O O p O O O O p O O O O 00 � O O O O U O O o O O O p O O � � O 0 � o o p o 0 0 o M � � O o O O 0 0 � � O �A � O O 00 �O � � �A O � p O O N O� � � O � CO CO J N N o0 �O � �A �A -f- -f- -f- -f- 00 �O � � � r N N O O O� t� � � + + -I- -I- + -I- -I- �O �n � j �n �n + + + + + + -F + + + -f- + -I- � � 00 00 N d' � O M N � � � � N � � O M �— M � � O` � � `O r r r r r J � � � I— I— � � 0 � � H H � � � � � � � I I I J R� J J ~ I- H � 0 � � ~ H H Q m � a m V � Q Q� i i i J J J �� i �� M M d' d' � � I I � � I I �' �' d' N N � � i- i- � � � � � � I I � � � d' �' � � � � � i- � i- � � I I I I � � � �- �- � �' �' � � � � � � I I � I I I I I I � � � I I NOTE: Earthwork quantities are calculated by the Roadwa Design Unit. These earthwork uantities are based in art on su�surface data rovided b the Geotechnical En ineerinp Unit. p Y 9 9 � COMPUTED BY: Casey Harris DATE:11-8-10 � � CHECKED BY: DATE: � � � � � �� N N I� � � O � � � 0 � � Q O O O O M N O O N� � O N N O o O � O N op O O pp � � . . 3 � � M � � � r � �o O c+� N � ,— � �o � � � � � d' �' I� O � M M � O O N `� O � � O � �A O � O �O O O p�. O p�. ap' � � � O �"� � N N� � � tc� �A O �p �p `O m � '— '— d' o O �A O � �A I� � pp � d' + O� � M O� I� N �O O� � � � � � � M � N � � N � � pM. � p o0 O� p � � H . . . � N M `� � . � p� � � �' � � �A Wm � O� M � � � M p. � � � � � N p I� 00 � � � � � � � �N N � � � N N � � V w I I I I I I I I I I I I I I I I I I I I I I I I 0 Z � � Z N O M N �O � M O M � M �"� � � O M O t/') ; p d` �A O� � M � O �O � � O � � d� �O N M � I� � � �O �O U U �O O� �A r M � � ` � � � N M N N O lCj N � I� � N �' � r N M �I' 00 � � W H H H H � � 0 � � m m m � � 00 p m � m O � � H O �1' �M v�i � � � � � u � u op � 00 � c= � � � � u w � O �O N N �'? N � O � � � �A �A �A O O W + + + O� O� � N O �A + N + N N N � p N � M � -�- + O� `� M + � -i- � + -}- + �A O N � I� I� I� -I- + -}- � J � � N N �- �- � � N N M M � � � � � N N M M Z � � � � Q O � O � O O O O O O � � Op O O � � F-- I— � � W p � O � H H Q p O M p O O � O O • O O U � 0 N O �` M . M M O O O O .p pp I� O O O O� � p � � � � � � � O O � -� + + O O N `p I� 0 w + + + -� I� I� O O -f- + O� O o` �-- p � N � `p `p + -�- -I- � � t� �O � �O O O O -I- � � r- � 0 0 J � � N M W i'C J J � � J � O O � � � I I � �A � � I Q I Q � � � O� � � � � � %' � � tc� Q � Q � �p �p � � � � � � � � � � � � � � � � � I I PROJECT REFERENCE NO. SHEET NO. �-2�_7��__ �EE NOTE: Earthwork quantities are calculated by the Roadwa Design Unit. These earthwork uantities are based in art on su�surface data rovided b the Geotechnical En ineerinp Unit. p Y 9 9 � Quantity includes material used in shoulder construction. � COMPUTED BY: Casey Harris DATE:11-8-10 � � CHECKED BY: DATE: � � � � � � � � 00 0� � 00 � � � � F- � p d' N O� . Q � � � N I I I � I M O I I I 3 M � � � O� � N N N I 3 ,— "' o � o� � � i. o O M I� N � O O� �A � M �O N � � � � � O� � I� M � Q� � � � � N � � � � � �` � � 00 d' O� O� N O GO �j '� � � `� � I I N N � N N o � r � � O. � + 0 � M � � � � m �` � � � � I I I M I � I I I � � � � � � � � w � �p �p H U w I I I I I I I I I I I I I I Z � � Z � � `'� o � � o � � o � o � � o �Q `n � .00 � �, °° °° o ��O � � O I � I I I I � I � N U V � � � � � � � � Z X M r M � M M M � W r N M J J � J � W W W O O � O N O W 2 = _ � � 3 � N � � F- p o 0 � � � 0 Z � � Z a � � � � m � m � � � v � � � � a� '� J J = � � Z � � Q Q �� O a � � N � Z � O O Z Z � O o � � o � Q W 3 W � � � U p Z � N � � a� � � � O � � V w 3 °O° W � � W W � � � V � U� � U O � a � ? i- O� w � s O� Q N� J � � J j Z Q 0 Z F" � a o � 3 � � � �.�..� (n ~ � _ � � ,� �~ O �p VO p a N aoi J a� a 3 W c� PROJECT REFERENCE NO. SHEET NO. �-2�_7��-_ �FF NOTE: Earthwork quantities are calculated by the Roadwa Design Unit. These earthwork uantities are based in art on su�surface data rovided b the Geotechnical En ineerinp Unit. p Y 9 9 COMPUTED BY: T. CAO DATE: 5-11-09 CHECKED BY: J. BRAXTON DATE: 5-12-09 � " I � �� " I � I : (�> I � \ C�> 1'� " I � I I � � �� I'� (�) I . I \ �� II)I� I�IC�)\ C�)I III��II`�'�l� REMOVAL O F EXI STI N G ASPHALT PAVEMENT SURVEY STATION STATION LOCATION YD2 LINE -Yl- 52 + 58.40 53 + 56.83 LT. 208.28 -Yl RPD- 25 + 80.81 26 + 31.33 LT. 155.41 -Yl RPA- 21 + 53.46 21 + 72.84 RT. 87.89 _�_ 533 + 84.85 534 + 10.29 LT. 31.71 _�_ 536 + 66.32 537 + 27.37 RT. 123.95 _�_ 553 + 20.16 554 + 87.90 LT. 361.37 _�_ 565 + 02.96 565 + 98.69 RT. 261.98 _�_ 622 + 66.83 623 + 04.11 LT. 189.45 _�_ 623 + 66.77 624 + 82.90 RT. 716.37 _�_ 630 + 91.75 632 + 50.68 RT. 911.03 _�_ 635 + 68.51 638 + 83.77 RT. 1300.45 -L- 649 + 78.32 650 + 87.26 RT. 204.49 -Y4- 102 + 50.00 106 + 64.27 RT. 740.02 -Y4- 122 + 00.00 123 + 50.00 RT. 91.49 -Y4- 125 + 76.28 127 + 12.62 RT. 197.61 -Y4- 127 + 79.54 128 + 82.85 RT• 353.53 -Y4RPBD- 67 + 09.76 71 + 70.03 LT. 1428.23 -Y4RPBD- 74 + 70.70 75 + 34.04 RT. 305.15 -Y5A- 63 + 17.00 65 + 22.39 RT. 385.71 -Y5A- 77 + 45.00 78 + 94.81 RT. 301.60 -Yl DET- 11 + 74.27 48 + 13.76 LT.&RT. 10,514.08 -Y5DET- 11 + 59.72 30 + 81.71 LT.&RT. 5,552.42 TOTAL SY: 24,422.22 SAY: 24,500 CY BREAKING OF EXISTING ASPHALT PAVEMENT SURVEY STATION STATION LOCATION YDZ LI N E LT/RT -L- 567 + 00.00 RT 431 -L- 570 + 00.00 583 + 00.00 LT&RT 2,889 -L- 623 + 50.00 LT&RT 667 -�- 630 + 30.00 LT&RT 471 -L- 636 + 00.00 RT 596 -Yl- 16 + 50.00 32 + 93.77 LT&RT 5,114 -Yl- 35 + 26.34 47 + 00.00 LT&RT 3,651 -Y4RPBD- 71 + 10 74 + 50.00 LT&RT 756 TOTAL SY: 14,574 SAY: 14,600 YDZ SUMMARY OF SHOULDER DRAIN SUMMARY OF SHOULDER DRAIN SUMMARY OF SHOULDER DRAIN SHOULDER SHOULDER OUTLET CONCRETE SHOULDER SHOULDER OUTLET CONCRETE SHOULDER SHOULDER OUTLET LINE STATION TO STATION DRAIN PIPE DRAIN PIPE PADS BOX # LINE STATION TO STATION DRAIN PIPE DRAIN PIPE PADS BOX # LINE STATION TO STATION DRAIN PIPE DRAIN PIPE PADS BOX # (FT) (FT) (FT) (EA) (FT) (FT) (FT) (EA) (FT) (FT) (FT) (EA) -L- 542 + 00 TO 555 + 45 LT. MED. 1345 1345 -L- 520 + 00 LT. 18' 2 GI,#85 -L- 504 + 85 TO 510 + 37 LT. 552 552 -L- 545 + 65, LT. MED. 9.5' 2G1-A,#109 -L- 521 + 50 LT. 40' 1 -L- 504 + 85 LT. 2GI,#71 -L- 548 + 53 LT. MED. 9.5' 2GI, #112 -L- 528 + 75 TO 542 + 70 LT. 1395 1395 -�- 507 + 00 LT. 2 GI,#74 -L- 554 + 22 LT. MED 9.5 2G1, #117 -L- 528 + 75 LT. 2G1,#93 -L- 617 + 00 TO 626 + 80 LT. 980 980 -L- 558 + 30 TO 564 + 00 LT MED 570 570 -L- 534 + 50 LT. 18' 2G1,#96 -L- 620 + 75 LT. 12' 3G1-A,#174 -L- 558+30 LT. MED. 9.5 2G1, #119 -L- 539+72 LT. 18' 2G1,#101 -L- 623+47 LT. 12' 2G1,#176 -L- 560 + 50 LT. MED. 9,5 2G1, #121 -L- 542 + 70 LT. 18' 2G1,#104 -L- 521 + 50 TO 528 + 75 LT. 725 725 -L- 667 + 00 TO 679 + 00 LT. MED. 1200 1200 -L- 501 + 50 TO 510 + 00 RT. 850 850 -L- 521 + 50 LT. 40' 1 -L- 669 + 65 LT. MED. 9•5 2G1-A,#278 -L- 501 + 50 RT. 2G1,#67 -L- 525 + 50 LT. 2G1,#89 -L- 672+00 LT. MED. 9,5 2G1-A,#283 -L- 504+85 RT. 2G1,#73 -L- 528+75 LT. 2G1 #93 -L- 673+22 LT. MED. 9.5 2G1-A,#285 -L- 507+00 RT. 2G1,#75 -L- 676+00 LT. MED. 9.5 2G1-A,#289 -L- 558+30 TO 564+00 RT. 570 570 TOTAL: 2257 2257 64 � -L- 478+20 TO 484+35 RT. 615 615 -L- 558+30 RT. 2G1,#120 -L- 478+20 RT. 19.5 2G1-A,#3 -L- 560+50 RT. 2G1,#122 -L- 483+00 RT. 15.5 2G1,#10 -L- 667+00 TO 679+00 RT. 1200 1200 3-SHEET TOTALS: 19,037 19,037 890 7 -L- 617 + 00 TO 626 + 00 RT. 900 900 -L- 671 + 00 RT. 32' 1 SAY: 19,050 19,050 900 7 -L- 620+78 RT. 4g' 1 -L- 673+22 RT. 21' 2G1,#286 -L- 623+00 RT. 48' 1 -L- 676+00 RT. 19' 2G1,#290 -L- 486 + 00 TO 498 + 42 RT. 1187 1187 -L- 522 + 00 TO 528 + 49 RT. 649 649 -L- 486+55 RT. 1g' 2G1,#36 -L- 525+50 RT. 2G1,#88 -L- 490+75 RT. 18' 2G1,#39 -L- 528+45 RT. 2G1,#91 -L- 494 + 75 RT. 53' 2G1,#48 -L- 528 + 49 TO 552 + 62 RT. 2413 2413 -L- 512 + 00 TO 522 + 00 RT. 1000 1000 -L- 534 + 22 RT. 18' 1 -L- 515+30 RT. 21.5' 2G1,#83 -L- 534+50 RT. 18' 2G1,#95 -L- 520 + 50 RT. 23' 2G1,#86 _�_ 538 + 00 RT. 18' 2G1,#98 -L- 478 + 20 TO 485 + 60 LT. 740 740 -L- 539 + 72 RT. 18' 2G1,#99 -L- 478+20 LT. 20' 2G1,#IA -L- 542+70 RT. 18' 2G1,#105 -L- 483+39 LT. 20' 2G1,#6 -L- 545+63 RT. 18' 2G1-A,#110 -L- 478 + 50 TO 495 + 00 LT. 750 750 -L- 548 + 53 RT. 18' 2G1-A,#113 -L- 487+50 LT. 29' 2G1,#20 -L- 551 +00 RT. 28' -L- 90 + 75 LT. 17' 2G1,#38 -L- 552 + 62 TO 554 + 20 RT. 158 158 -L- 510 + 37 TO 521 + 50 LT. 1113 1113 -L- 554 + 20 TO 555 + 45 RT. 125 125 -�- 513 + 00 LT. 34' 1 -L- 554 + 22 RT. 2G1,#117A -L- 516+00 LT. 18' 2G1,#79 TOTAL: 9420 9420 488 3 TOTAL: 7360 7360 338 3 PROJECT REFERENCE NO U-2579B SHEET NO. 3-GG N � w � 5 / \ ^ �� , � MATCHLINE - Y2 - STA. 15 + 61 DETA #4 SHEET 22 � 'V' H GOSPEL LIGHT END C/A �' � ' � � c Not to Scale) APTIST CHURCH +50.00 -Y2- � � � � � o �// I � 7 42.00' - m � N �� , �� I Fill DB 1244 PG 471 +50.00 Y2 I m . r Notura Slope DB 1342 PG 115 `� ound 2,y D 2� �'/Ft DB 1560 PG 1136 67.00' I ' � � �� O i �� y � � DB 1684 PG 2508 io. - - - - - , � Min. D= 2 Ft, pg 1684 PG 3098 � � 1 �R i � b= 5 Ft.� DB 1872 PG 3238 SPECIAL DITCH GRADE � � °�2 � I � � �i - � _ _ _ _ _ _ � f DB 194$ P� 287 SEE PROFILE FOR GRADE � � � -pB-26$0- P� 1572 f� ��`� FROM STA 11+75 TO 512+50 -- LT DB 2044 PG 320� �� `� � EMMA M. WHISENHUNT � � � FROM STA 12 + 50 TO 513 + 45 - LT / � � -Y2 -PT Sto. l7 +68.78 , � �, � 6 ,q . � � 21 �,.,�'� -Y2 - � , � I � �� ,--,` � ►�'� END c�A Pl Sto 14+90.64 Pl Sto 27+32.39 S - �� o os , � � +50.00 - p= 44° 24' S2.1° (R p= 27° 06' 16.2" fLTJ ,-��\ � ROBERT �. o�� s �` � ^� � � 42�`'' p= 7" 33' 3/.7„ ,�-�� , ILENA B. DILLO �, � , D= 7° 33' 3/.7" , S° -'� � DB �37 Pc ��52 ,� `� �� 04 �� N L_ 587.5� , L= 358.58' 1 y�, D 7 4 P G 9]� 5 5! + 6 8. 7 8 - Y 2- '� � T 3 0 9. J� � �- _� 8 2. 7� � � � � '.`� B 1�74 G �'T8 42.00� ` / � k6 �°� `� R = 758.00' , _ , � ' � _ _ , J3 � i �9s4 j o,� � 3 • � R = 758.00 - � � � � SE _ .08 SE _ .08 � " � � � �,� �� +23.54 -Y2- � � ' l � ,� +bs.�s YZ- RO = SEE PLANS 0 = SEE PLANS �� -�- � 42.00' �� 02 � 42.00 -BL-21 �� \'---------_ +33.33 -Y2- � � '\ / +96.14 -Y2- � ' - - - - - __ _ _ _ � � � 72.00' � � TOE PR TECTION W/ � LATERAL 'V' DITCH \�� BEGIN APPROACH SLAB ,� ��`, `� 02 �0i l � 42.00' EST. 51 TONS C SS "B" RIPRAP SEE DETAIL#4 � � � � / / � +88.64 -Y2- ST.139 SY FF � � -Y2- POT STA.18+74.�� / �/ �2 / � 65.00 SEE DETAIL#b� � � � � . � � � c�/ � ° R C � � / % / �� 2a� '�,'� � o � o, � Q F c w -8�-22 '4 �"` Aa e�' ,�,` . BEGIN BRIDGE � � � �Q � BEGIN HEAD DITCH � �N� °0 �� \ � , \ � , -Y2 - POT ST A. l8 +9 .25 Fs � gp 2 02 � ` � w.w. FENCE � -/ SEE DETAIL #9 �,aS�'� LATERAL 'V' DITCH �''�� , END W.W.FENCE � S��. "�CP IV _��_ - � � \ EST. DDE 6CY � P��ESS SEE DETAIL#4 ` so�� . � - � � � � � � B � � � � BEGIN SHOULDER BERM GUTTER `^ �� 6 � � � � _ � o��e�% , _� � � \ � � STA 521 +50 -L- LT � � ` � ` � 1 ' CSP W/ �0' � - 8A � � /� � � � 2 OWS PSEM � � SB �� I � � SS � , � � i A 18 + 60 -Y2- LT&RT � C � � � �\ � � � \ �b P�c � ' � -BEGIN BRIDGE � \ C _ - - _ _ � � �HW ---- ----------��/ `�'`^ � � � � �� _� � , � - - - � � , , � 3 �S � NOR CAROLINA DEPARTMENT oF 991 2G1 ' - - F � � N �2G1 i �j TRANSPORTATION PROJECT REFERENCE NO. SHEET NO. U-25796 7 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]��$]E]L��l[�N�][$� ]�ILAtN� ID� N�°Il" USE E� C�NS'JCIBUCTI�N -BL-23 � FS - - � . � , � yT�' O ,� - - 79 �� ' l �S- DB 2825 PG 866 85 � - _ l2 P.S. _ _ _ /2 P.S. � � � � /2' P.S. CAT -1 00 � � � `7 S �� i / �i � � W W - � � c� � W W = 2 � ' / O / � � f�`_ � _ cn � � i° , W � � � / �v; � o C�,c i� �� 87A � � p � S g,p i �� i � �� - N/2'P.S. � 84 �sF� JB /MH � 87 /2'P.S. l2' S. `N � 3" RC III � 2" RC III 2G1-A �� R P ��, 2 � 18" CP-II 18" P-III � • ' N ¢ -- Fs � � � 5°4 " -- � N /2'P.5.2G�-A �n �, � � l2'P.S. l2'P.S. � I � � � � � � � � I -� � " PR POSED 0 RHEAD � ~ \ � � � - ; j� � � , \ o = � � � � � ' �' SlG SUPPOR OCAT lON �' �' ` � � � , � � � �' �' W w i �� ,,so; , � � � � Z � � ' \ � \ ' � °� ° � _ 2 � � \ �, �, � U ~ -��ti,�s�� l2'P.S. 2G1 � � / � \ , � � 2� / ��/� � +50.00 -L- I- � � GRAU-350 1 P � 83 �v; J � \ `1 � 2G1 � /2'P.S. � \ �� 110.00' l2'P.S. � � ��\ 5 CS W/ O� l� o � BEGIN ' � 86 FS ------ �� F � \ 2 ELBOWS � Q c� W.W. FENCE ' , O � � � - F �� \\ 300'TAPER � �, RONALD H.WALKER ,' ______�� C �� \\ y \/ ��_____ C �, WILMA D. WALKER _ � �� O FS � DB 1621PG 3161 ,' � _--�- �/ � � �\ �- // WLB �- \r \ � � � , � END W.w. F�vc-E� � 2 � � % � � - -' � , 2 3 -L - POT ST A. �5/6 � .�8 ' � � � V _ .� � � 82 � � \ � � -Y2- P�� „4.20+20.2� � ��GIN SHOULDER BERM GUTfER � � + 44.28 Y2- / � S / � � - -��-�1� _ /Q�.0666� >> g �� STA 522 + 00 -L- RT C PS �P \ �/ ,� 42.00 / „h C�/ �g �� EST 17 TONS WEy878.�' Q� � � POND � , �� 81 i � EST 38 SY FF �/ �� C � R ' y / C i � i � 2 oRs A W � R�p P � ll � � l �� E T��a,OFYT H � NT y � THE TABOR / +65.0 -L- C � � � � � +oo.00 -�- � � � wA�KERT��,N � � FAMILY TRUST �� ; rn I � //� 200.00' \ ��' \ ' � - _ 7�oS - DB 1851 PG 2236 2 � � i` � �f ��-, '---- DB 2528 PG 77 s� +90.00 -Y2- I �• /� �/ 3j. 9, � � � � � TOE PROTECTION W/ +50.00 -L- � „_ 60.00' �/(p � + 6.88 -Y2- CLASS "B" RIPRAP I � //� � 42.00' EST 69 TONS � �� C EST 185 SY FF /�O � SEE DETAIL#6 N N � I /� O � L� m � rn i /�� M / � H 0 0 � '� �/ ROBERT JEFFREY BAR T= � �20 � DB 2862 PG 382 ROBERT J. DILLON � 2 / # o / 3 6 �� DETAIL 9 ILENA B. DILLON �� C STANDARD BASE DITCH DB 1373 PG ��52 �, � �� o � � �� END BRIDGE `"°t t° S�°'e' DB 1574 PG 975 p a` Naturo� Natural DB 1574 PG 978 v"' � � � ROBERT JEFFREY BaRBER -Y2- POT STA.Z�+4�.I8 2,y p 2: END C/A rn � Ground \ Ground DB 1574 PG 984 +00.00 -Y2- / ��2 END ('/A DB 2598 PG 3575 42 .00' C � � / + 00.00 -Y2- DB 2632 PG 3923 2 5 + 3. -L- M i n. D= 2 F t, g� � DB 2632 PG 3938 = 3 F t . � p� 02 / l 42.00' DB 2632 PG 3941 200.00' � � / FROM STA.522+42 TO 522+45 -L- LT / � �c BEGIN APPROACH SLAB � � °2 � s, 20 -Y2- POT STA.2/+66.42 �T�ti�,A' l ' � � +35.00 -Y2- 'v� � Y 65.00' � ? � STA ?4�8�SH \ � ��r ?3 , , � 192.80' DETAIL #6 TOE PROTECTION c Not to Scole) � Naturol 2��'�� Slope Ground F�,P' d Filter d= 2 Ft. Fabric Type of Liner= Class 'B' Rip-Rap FROM STA 522+00 TO 523+20 -L- RT FROM STA 522 + 60 TO 523 + 50 -L- LT 0 PAVED SHOULDER �TE. R-Y2 - PROFILE, SEE SHEET 49 R-L - PROFILE, SEE SHEET 33 - � \� �� -' ,' = CO 1 II I PROJECT REFERENCE NO. SHEET NO. -�- EG/N 3" RE AC/�/ ONYA G. MABE � X - _ _ - � � PISGAH METHODIST�HURCH DETAI�� #7 �2 � � \ � q�_P� -� o,- � IIII -Y3- STA.18+25.00 D� U-2579B �2 P � � DB 1834 PG 4� 3 �- TANDARD '' DITCH �� I \� I- ioo o � I II CLASS OBO PG 048 / ��' � DB 927 PG 34�1 I c Not to Scoie) I � � i V Q+00.00 -Y3- R�P �P R�W SHEET NO. / � R. ROBBINS �� LL M EL S. ROBBINS � DB 74i PG 20 � � � � I� � �, 30.00' � � I� �� I�o � '►- EST OTONFF ROADNGIN DERSIGN ENGINEERS � DB 516PPG20 �- m - �� I 71.00' I � '- � �v Noturol � � � � � � ' W � � +98.� -Y3- x �, � Ground \ round � � /� � �' �11 Iy `' j�N �� R MOV� a�,� ��.00� �soo ��, �`� c�, � � _�� _ Min. D= 2 Ft. � ��I I ��8� �� I�� \ o p� TAIL DITCH ?� `l-�, P x � � - � � _ �o � � _ �, o . � �, 6O ��I � �}- II� �� SEE DETAIL#7 'p0- � h k� FROM TA. 584 + 8I1 TO 585 + 13 -L- LT � �� I I gST� ��'' �\� � ^ , �I � EST. DDE 9CY � �' v,"' � � � I SPECIAL DIT�i GRADE �~� I ` �+ \\ I \ CLASS 'B' RIP RAP ][��]E][,][�][][N ��' ��L.A�N� � X `�' � � � � SEE PROFILE FOR GRADE � I I I I// � � R OVE�\ EST 3 TONS �� ID� N�'J[° USE F� C�NS°JC�BUCTI�N I \\ � o E_.EST 10 SY FF � k � � � I � 1 � � � � �� I �I/ ° ` 2" � � i, � N + 74.62 -DR5 o g-22�E X o � I � I� I �, _ 27.77 5 10 CO k �� I � I c� � �� I � ��'�� _ +4 � 375,43' R�P p C� LATERAL 3' BASE DITCH � Q I I � � � I �� REM V � I I 148 \�F �� PE 3� 55 E1 � SEE DETAIL#11 � °- I � _I ��I I15 O � r � UNK OW � �� ra�e�t €ese�"�t-� DR5- to. 11+365 CLASS 'B' RIP RAP k � - - -� -Y2A- PT Sta l5 +18.49 � ol � � �\ TY E/ 1 �� EIP „ for Access �� F 60.00 -L- `„�,, � II I � � �� o , o o� �, 4 38. E �, R- P to. i+i �7 300.00� k� kISGAH METHODIST CHU H � � � � I Q B E G/ N C O N S T R U C T I O NI 3 � �� 1 I� �� ; 2 � - D - P C S t a / 3+ 0 9. 6/ '�' k DB 1834 P G 4 2 9 3 + 3. 0 0 - L- � � I- -� -}- w B E �/ N 3" R E S U R F A C/ M G � � I I I I� i 1 0 � � I I + 87.77 -L- Q �-`�'"'�-� �j � �- - + �, � � A I � � _ +36.00 -Y3- � 92'61� $ �-L'� S 'B' RIP P �W DB 927 PG 347 260.00' I �� I 1 I � �, � �1.A0� �,` o x�,jST 1 TO = pB 741PG 201 a w Y2A STA.l6 00.00 TAPER z ,- -{- w 0 EX/ST. � I I go.00 i � I � x � � , \ � .� c� � I G 20 � w I . I + 4.73 -Y2A- W � � � � I � _ F 90.00 C �, � ��r\� 8.O `o � DB 516 I �� a.fi�- fiIQ I � 1 I� � � -° v A Tt � '�S � 60 - _ _ _ _ _ � � TAPER � � � OBERT SHIPLEY and wife � � � ,6 END aa � I TO EXIST. I I d � � � I MONETTE SHIPLEY �`� � �!y �^ CH�RD C H O R D S� 6�S 9�' +00.00 -�- � \�_$�--�� f �� I I I� � 1 i � �I �� \ D� � 6 4 6 P 2 0 6 q � �� B R I� E� R . L. � Q C /P 2 S�°�y 200.00' � -�__-_��-� t .� J��-� � 2 G 1 W ~ F a � � I N �� I 6 7 x� 3� o -L OC S'�585 7 �' -i� POT Sto. l8 +29.�6 � 5�+75.00�L -+`.28 -LN W O � I Ex T. � � � 1 I N � � � 1 ,�g� � X �i A w -L - P� O 83+49.6/ 200' 200.00' � �� o W� � � �� BEG/N W.W. FENCE �� `�� 4 , , C / I _ � EI BEGI�BUTME�WALL - - - 8s� �p� A � I = , \ ~ � w � C � � � � � It - �-& S/A/ _ FAC ARRIE� - ' � � �'s� u+ I � � " - `� � �' � � 144 � � � I � � Q ti o �I �� o � i � ��-�}- ( Y3 RS,T ?�1+03.39- - - - - - _ ND �PROACH SLAB �T. � ______----� DANNY RaY BaYs -- ----_M� �--- ---------_____ BEGIN BRl E RT.& LT. � � � I ol�� E � � 45. . _ -L- POC STA585+82� _ v �-- P 842 P I744 �• _--- _PQ STA.582+85.67 _ _ --F ---- -_ �Io�- � � �I � --- --- ti - - 2 c a 61 �~�-, � =L- _ � B 42 PG 179 =� l30 ' FU L LANE T�' II �� Z I�, I \ � � F 2G1 W/NARROW S�O END APPROAC SL R I ~ N� z I I W �-F�T G�,TE -� - Pp� ST 6 f0 .�6 ° 63 �`�`' s ��8 BEG APPROACH SLAB RT. `� `� I , � W I � I _ - - - - - _ �`� ENDELL B ADNAX �63�- �� o � I 1 � 2, �3$ 5 BL-39 - - --- � � `�,,s,. -L= POC STA.582+62.32 � i � i + �o _� °'ti �^� GLENDA BROADNAX �y END W.W.FENCE � I � LARRY EDW RD JONES nd wif � o`� • "� `� DB 2301 PG 838 ``� BEGIN APPROACH SLAB LT. - I �� c�oo� x `^� � I I I � I �� I �� ; P AOPOSED R B�N . JONE 2 S, 3�0, �� Pa a2 Pc �7s � S�6 - L- P O C S T A. 5 8 2+ 5 6. 8 5 I W � N �� w« RICHARD . ROBBI��, � B-77 I I � � I�� j 8 � �s• � � �, � � I I � � I � BONNI . ROBBINS w � 9.� � o � � � I B-77 �2" P.S � FJ7 i � � I � � ��-� � ,� � ��, � /°' 9• a, I � �� o I �� 195. i� Riw DB 1459 W W � / rN - 334.26' � I ' � �� - - - - - - - - _ � COR �- 2 � = o -� h � � IIII� _ ---�l�___,,, o `_ co �o «� ` c� � TA EY TIG L _ � I � N � «� �� M � �� B 77 � 35 i � � - - � + `� � i , PB 2 P �7s Fs � 2 ~ 'P, d B ``' o I B 77 � � � _ m� 14 REI�M VE = RE N 1 � I C OL A LD PA � � FS e N M � � 2G1 EIP � �► I � 138 / I Rc� � � I gb.00 4 � � N12'P.S• �, � � - � � � � � n � � � d' rN � I � � �'•S ' ' w �r E -� � EM VE ��I _l =, J C� =i � �� TE 6"DI q �� _-- i -w =� � � � � 2 � � � M �R - < � i _ 5" R P-IV � I � -� -�4^ W - - - - � Z�� _ � I L-AT_ • C- _ --- / , i ROBBINS PERCH TR 0' BST �� B-77 �� OISL w LI Q� B �� _ -236- IP T p OR _�3 �C k � � i _ _ - = 5 ��/FLAT U � I ° �� \ � � � RE VE / � � � � � I 14 N I 1 � � �3 � GRATE _ _ � -L�LWLI I . - ' - � � � ir ~ TO � 139 1� ' � �� Q EXISTI G R/W 8" P 1" RCP-III � � m � � I� L2- ,� � GR PAVE �, i�� I lO ,, � E COLLAR AN a I ___-- p � gqRRIER REMOVE // -\ �, � = I TAPE c� � = I 1 I � , �R _ ��?_F � � FACE � � � � � � �, ,�, 4� � H EXTEND � � I �� BARR/ T� ' � M 18" CSP W/2 ELBOW� \ � �i m N I REMOVE I � I � 00' � � o I � �� -- E�D NOl , wA �E --�- -- � �, AND ROD qQ,� U � REMOVE bF BE('i Lc- �� 0/V � �N� � � �- � ' EXIST. 18" R I I r ULL LANE � F � M �� j� � N0� LL -,ywR2�'� � EDWARD RICHARDS�ON � � CONNE � _ \ � _ _ � , DB 2349 PG 198 _ �- - ; - �. ' � - PB 42 PG 178 � c°� �' _ - � z " i � �"'C� �W/� ELBOWS �' 146 I II � I I I I� GA.R�iF' ttS (� -- CLASS 'B' � / �SFD I --�� a I i� AND ROD�„At�7B- �JCZ i END W.WFENCE O � I �O � I ' RIP RAP ;` _ - i CONNECT�RS �'- --' -�� o I I� 1 I I o- ,o M R201 PGI 3�92 . � 5 � EST 1 TONS "' _ - - - � � i � ,' - - - - - � �, H M� pp � � C � I � � � � `i!� C IAL DITCH GRAD ��N�F / /- - N IWD DK �� ' i ' i CHORD _ � � �I C O, � I I �I � I � I I I I SEE R FOR E �-�/ % L� I-' �o i �1" Q � � � �' � � _ - - � CHORD o � , � � � „�cP-iii � i � + + I I �6 N 1�� I � ►= Q M ' �� 4^' �, � c� � I I� I � N o�p � I �� I� � 1 � I� � 4� SOUTH POINT. INC. iO �, - - - - - - ' ' � � � � I � r � I � I -� w 1 v, , + 50.00 -L m I p I � z - DB 2584 PG 3896 , � �, I Q � p Q I � v / �� PB 42 PG 178 � � ,� ��' 200.00' - � � � V1 *- I I I�, z II � � _ � 211. +56. - � � LATERAL 2' BASE DITCH � �q� I V� I R�MD�I� � � - - - - - M - - - - - - - - - -- - , � � WD DK200.00' � 62 �� - � �--- -�� 0 0 � SEE DETAIL#3 I I�I � I � 1 � � � � � � � � � - -� wZ� -------U -- � �' + . 0 L- 0 36 � „ y�y� � � � � � � �, '� � � `� N z � -Y2/� �� 200.00' � 3 �9�33, S w END NOISE WAL�N B�DGE z J'� ��I � � ,�, � I � � I � ��l"� �,� ��- �-tQ-� Q �I � -BL-38 �j o C�ASS 'B' BEG NOISE WAL � o � NI I J� � I N C � ,� I � I � �, � a° N � I Pl Sto l3 +90 67 Pl Sto 22 +28 9/ �� - �� I N � i � A Z � � _ a .. „ e ,' „ `� �� o rn RIP RAP �-�� N� � i- I �� 1 � I �,� � o�� NORTH C OLINA 0 0 � �' E S T 2 T O N S � I I � I r I �t I I >- �- 2 0 4/ 0 7. 1 � R T 1 p= 2 5 0 2 2 0. 2 f R T I �, � o � �R �� _ � � W Z , D E P A R E N T o F Q= �" 00� 07.C�" D= 8� o o� 0 7. g� + �� ,= EST 7 SY FF S 1 9° 2 9' I E +51 p O I �I � i ��IP� O � I � I 2' I� '5 cnw as DB A 2� PGQ(�254 L- 2 5 8. 4 9 L= 3/ 2. 9 0' N o R I C H A R D H E R R I C K q, I�, �, , w i�� i � o� � 7- _/ 3 0. , 036. DB 2776 PG 2948 154.4a� iw To COR I I / Q� '� o I � I M �' j 7 T= 158.99• S T A N L E DB 2079 LPG SO 3 Q L L �8'ss� s"W -y2%�- PC StO. 20+69., 1 5 6 ' E I P r o C�TAP R I � I I � /��' a o a wI'F I � I'�` _ � R= 7/ 6. 0 0' � + 5 0. 0 o Y� a- I Q � � � � �= 7/ F' j. Q Q DB 1929 PG 249, � N I z a ~ o � , D B 1 8 9 5 P G 1 0 �� / � I� �� J I I � � �� 0 36, P B 4 2 P G 1 7 8 E N D U A � � � � I � � o� , p � I � O ~ � � � � / - L - i�q 66 2S• w � PE CIAL DIT C RADE �� i EX 7- �~ �, � I � \� I \ END �A � C � Q� N E PROFILE F�3 RADE � = I +50.00 -Y3- � Pls Sto 543+50.33 Pil Sto 576+22.74 Pls Sto 603+37.20 ��, �� 39 S� .-� � a `'°"� �� ' � I ' Q��ESS 32•29' a � � I � EASEMENT DB �' 6s = l° ll' S2.2° d= 58° 09' 46.4° fRT� 6s = l° ll' S2.2" �"' 368.0,. `" ,,��`'�'-`J`'� � T�g o��sT � � 1 � END CONSTRU TION � i�� 20� � � Ls = 240.�0� �_ �° 59' S3.Jr�� Ls = 240.0�� `� RONNIE DEAN WGLE. JR. ,;:�' 1� DITCH � ° I I� END 3" RESURFAC/NG � � I I �sr�� '� LT = 160.00' L= 5.826.87' LT = 160.00' N �� -r2a- sra 22 00.00 � _ LOLITA MONTES INGLE � o � � I �- - r' $T = 8�.0�� T=,3,192.4/� ST = 8�.�� 36 2S� -�', DB 2020 PG 1675 � � Q P ° ° � � END CONSTRU T/ON � I� II I II � � � f� = J�,740.�0� 3�' �S' w �' �y � �� e� �// � j 4 E N D 3" R E SU R , F A C/ N G �� I I� � I � � � _ S - 4 `� 2,q� . � l � -Y3- STA26+ 5.00 �I �I� L E .O �0�. � � � �/ � R SELL I = I \ � c� � s' �/� a / STIG L ��Q �, � # # ` 23 � � Q// DB 1895 PG , I 5 0 � � P I a� N - 5- DETAIL 3 DETAIL II x8 � Q �/�� os 1929 PG �24 �� I� � 4�3 2. � Q� i s`� � i � '� � 0 PAVED SHOULDER LATERAL BASE DITCH LATERAL BASE DITCH 82 � Q � e Q= � $� ( Not to Scale) ( Not to Scale) o �� Pl St ll +77 33 Pl Sto l3 +38 58 � �� J i �� i �� I �� 0= 44° 20' 22.0" �RTI �= 32° l9' 0/.0" fLTI �Ib -II F�� I-.- b -II F,�� 2,�� z�� o� , i �! ��i �� o�� a , n � n 3-Q�, t r I I � SIoPe Naturol I � SIOPe � C� \/� l c� � � I o D= 57 /7 44.8 D= 5% l7 44.8 F und �. � ,•�Ft. Ground z. � ,•�Ft. � N� �� „�� N � � I I�- � �' L = 77 39' L = °' ' ° 2� ' ° z' �'3 � � � . � ir ii � � � i ~ _ ' B Min. D= 2 Ft. B Min. D= 2 Ft. �, �� /� , / o�� I I� �� T _ 40.75' � T _ 28.97' � � . . - r B _ 2 F t. �---� . � � � � � �! I I > r� IQ -��Q.O� R �0�.0� b 5 Ft, b- 5 Ft. � �� I I � i o� �'-�;.1- FROM STA 581 + 70 TO 83 + 20 -L- RT FROM STA 57 + 50 TO 57 60 -L- LT � � � I � I / o� 4:,. , � , � l i lli i� � �, I� � i N � w � � � -' - � �� -Y/ � ` -DRl - �� Pl 0 6 + .l9 N �' � +30.02 1N3W3SV3 a3M3S Aad11NVS,0'OZ � P� Sto l6+19.�7 R� Sto 20+57.`f� P� _ � , -� � T� � = 3 08 /9.0' (RT l L`� = 3 08 /9.0 (LT 1 = 25 Z " a (LT �� 0 �� 5 5 27.3 (RT ) ` I Pl Sto l0+14.44 � � 0_ l0 59 53.6 L � p= 0° 42' S8.3" D= 0° 42' S8.3" - 5° 43' 4� �'S s P�^ 5° 4 46.5" ' I D - 38 // 49.9 P � � � _ � M,a �N,lsd� _ ' - 452J7' 45 ./7' v~i � L - 2U.79� lii M � 1N3W3SV3 Alllllfl �Il9fld ,0'01 - + � � � 3W3Stl oo � � �%�O.O�' � = O.O�' , N � T=/4.44' q' - �n �nend ,o•oi v P P . � SONNY R - 1�Q�0.0 � ,o � Z , O.Q�' �R �y�0.00' ,,`', °o ,000.0 ; R = lSO.00 BOUTpq VON� � � ,� W '•�N N �''�o � � °'ti' z I D8 3083 p � �, SE _ �N SE _ � Q � PB cJ9 Pc' 3647 o IQ� �� w� IQ� =m� W `l��s'� � y p'o- � ��i a � 1O o `t' 82 � � = a o- "' � � "' - " �0� `� s' o ,- c- 6` '� I 1 Z O� O �j'�� 9, � O� y' � 01 N�= a C7 vwi r � a �' �� d% N �Z O� � ��cr � �;' � °� �-� ��, �9, i.n W p tf� p�} a r� W � p Q 7'�� p � r' c^ Cy� � `V P Q-�� I O m � � `r `9G �i�`_ Z � M 0] � l+J � Q� � w 'h � � O, Z p = ,Lv �v � W ��EGI1� C01�STR UCTI01� �- �' 9 s � o Z � � � z a � W �' , ``� I � .� ma � aW a o '>n� v�h I W o Go�� F W � m m o 0 o v�o °�P / � � 0 4Y1 POTSta. 10 + 00.00 � � � o b � � � �� _ � ,� ��-�Q o - ,6b'8S 3 �,9Z.S�o 3 N a� E N Z � 8Z � ` � � oo'oZ 3 ��L0,8Zob� N �st � � `t-�, -YIDET PC Sta. 0�00.00 ��. �-�. qpPR � � O � 3 �9Z,S�oL� N �Z'Sg PROJECT REFERENCE NO. SHEET NO. U-2579B 20 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I � ^ � A \ OX. LOCATION ,b0'91930. - J I �8'b-_ p -+'J4 w - - 3 SEwER EASEMENT � 261.00� �9Z yE �L�� -8z=b� N �. f3U.23 , soo:oo� .,.� � , , � �'-�� - o.11 +88.8,�sM o,�, Qo �� f O� `'' BEGIN SHOULDER BE M G � -�- POC S�.�BfSS.O7 io � �� S _/� �.-, Q. STA 1 50 -Yl- LT I � ,.�- \�'�� _, � , , �� o � M � ,� �� -D - POT . ll +90J4 -Yl -PT w ~ '�°'� � TD TDE TDE E �Q� $t0. 22+76.47 I iw S__� � � M, o� 25' �gEMENTEWER p o - � � 0.00 -Yl- S� � � Q � N �-� o ,,.-, �s9, - - s� " � , � A1� -Yd �'CSto.14+00.0 �� . -- - % I 49.16 =--� a�' Jc C �, - �- E E E E 3 2 ROBERT REYNOLDS E�, � ROBINS WALK SUBDIVI ION HOMEOW RS ASSO IATIO INC. T- PT Sto. 19fO4..3J� I io+oo.00 N - VAN MAULDIN & -Y -� 7 �/��4. 8 ,r ��- I 75.00 ��0��' KERI MAULDIN � � f c � � __ � y - PO o. 11+7 .l6 �.�o�%� � 7 -Yl- POC Sto.22 3/.9r - �,ss �B� �,� �� 25 PR- ACCESS & � �s � � �� -Y7- POT Sto.13+93.72 � RIP RAP �p' ��i P�BUC UiILITY EASEMENT ➢�' �' END CONSTRUCTION I EST 3 TONS QF ,��, �' O �� - DET � 550'T,q,qNS/T/pN �r pUT EST 11 SY FF �� Sy � +93.00 -Y�- DR�ANNE STY � a � -� SIDE LANE � F� 85.00' D 29 PG '"��T StO. l4 f . BEGIN W.W. FENCE 5 S `� ��, o � � E _ + 55 p{�,�g BEG. C�A ], � + o o-Y�- END PAVEMENT MARK/N �� . �� , 5 � R{� 0 -Yl � I 756 +70.00 -Yl- 0 1.00' BEG/N RA/SED �RASS M P �,�, -BYI-501 � 4'P 75, PB 52 P� 98 125.00' �� -Yl- STA.2/+7/.59 '� °'o�� E 49.23' 53.93' �'G �� y�M lH SS '� .S. -_ J` O,� g 3s �r y y � � F 5A W�LLIAM REYNO L D S & � �/ r i ��18" RCP - - - - - _ _ E►P _ _ _ia. JAM►E REYNOLDS �ti � �'��s ��s� '0oz 2 0�� r r i- � 0 T � V E A C C E SS & I� -- - _ G � P Q P E�MENT c DB 2787 P� 3764 9 - - _ -� � � � �-�� 8 � \ \ IS F �0 <'� ��-- D - �� Ia„8 �M- - _ _ _ _ - - - 20FT � � --- � � _ �- O � � � O � -r � � � �L PSH �s II N� � -- N M- 18" RCP � -�� NEGA E SHEET 2-TT A � � VE ACCESS � L � o N� o � REMOVE o o - __ -_- _- iP w� wa�� 313 � `�� \AS PER SE 52 PGP BVATE) F ��- -�� 675"MED/qN TR II w�� - - - - S 39 4 20.3„ �/ � - -- - - - � -'_ ESS B R��P � � �� \ ANS/T/pN �J- S��E -- �� " T• 3 TpNS � �P ��_ 15" CSP W/2 ELBOW F � - _ _ � REMOVE � - - _ _ _ _ _ - �. AND ROD AND LUG -� � , � _ __ 4�f'•S 20'R 2G1 /O'R� - �, REMOVE � N � � �� 18" RCP �� CAT-/ \ C N1�1EET8R,S._ - - - - - - - - - - - _ � ---�� --_ �8" RCP_j �L T F _ - -1-REM9YE � d- �j «� � � - - _ _ _ 320 T� N �- - �_ �' 309 - _ • �� - - �i � 311 -� - � _ _ _ �S isa esr � - - - -M- W OF Wq�KERTOW �� 24" CSP - � p�� ' RC oGIO ��`� _ � i _ _ _ � � � Q �8:/ � - _ GI 319 FOR$ TH � � �;-� � �W/ELBOW BDO 2G� 1 /5'R � � �7 i � � - �// TAPE/ �� CP_� 2G1 EXISTING R/W - � ` / � � W�� r - i � - 310 ' � \ . , - _� � REMOVE � � 09 1 � l R ' l5'R \ --- � NARROW SL � 5" � A`� OW SLOT � _ _ � � - � - � � �� 4p�� TRANS/T/0 RA ES \ � - _ _ 312 � � _ - - - � - � � � � R OUTS/p AN \ � �O ' 8' ��, - � � � \ - � - - _ 1�I� P °° � -1 - pU IP�,EIP ; �_--___ \. � �\ -- �- � E �P � � ____ �, 7 , � - - HEAD DITCH �UE � 2 F 4I�� 8:/ � _ _ � � ORSY�' C U�VI� - _ - - ��\ . TApER 67 � ---- \ l5 R � � � , ,5, � SE�ETAIL#18 '_��w��T P� s%� OWN 5 MED/AN � a 7.5' R EST. DDE=24CY ��' ��y �,9 � `�'9 �WA� E�rowN T �S/T/ON � +00.00 -Yl- o � PU�^ R � � \ � � \ � , � � � ➢ � � PUE � � RT s/DE' � 4 �� ^° � M � 100.84 P��j \ o'��z� �.. �s F-o�i �' E � 314 �. l R �� 116.00' � / \ �, c� - � � ° � P -� � r _ _ 7.5' R G� EMOVE o � � �99 PG 1719 � )��'��' 48" coN� �� o��,o � E�EG/N MED/AN VE PUE EIP � ` � 315 0 - 350 �l o � , KRYSTAL . OD BST o�� PAVEMEN . ARK/NGS +37.00 -Yl- E � � O� � \ , � \ � �. � � �'� ,s- , 1Yl - ST A /4+32J1 $ � �E%' �00 TqpER � s � 2 2SFD � � x , � 93.63' � � R � _ � � � �r �'- _ 2SB ' , +37.00 -Yl- � ° �p � � _ �`R J�� ]�R]EIL��I[][N�IEg� ]�ILAIN� ID� N�'J[° USE F� C�NS°JC�BUCTI�N 3 � • .,• • . � �• _ � �',-! � •, \ � '� v - \ � ` / , , � � -:: "I .• , • � , , ••• � �� ' `�1�� ' - - - _.. � �� '� � �'_` • �,� � �- �_ � lC'1�\� _ � � -�� . �; �� . . r� � ° \ �� I • .� ► � � �� 1a�t. � �-�� G�; �� - -�i'r:1i� � � :'��---,.,� t�� -�� , s, �; ��►. '�' � "_.•. �'��7 �� !`-�a �'7 ' � ` � ��✓ � _�� ^-� �' X ' � -- _ � o J 48„ W� � 2sF� DB 2 75 p �� vE N `� \� s��s� ��,o w �K Ow DB 1557 �- .� G 1238 � � � I 8, STA 22 + T �, o,p� � �� . SPECIAL 2 CUT BASE DITCH � x �\ � m C � � SEE DETAIL#19 `aS� � B N , 09 m CLASS ''. � �`�' gK A�� JAMES R. MYERS. III+ �� G 339p , DB 2390 P HW 316 � x R � � \ � MARY MYERS �� - °- ?, �� ` �\ I�UE 487 PG � � EST 11 TONS � � e � � + REBECCA A �\ �, �� a, PB 197 � � p_ EST 28 $Y FF ?, � u2.�6� E s . 6, ti�� 3A NN FREEMAN � \ \� � W• � a�x � pVE F � � � � ►►► �- _ _ � � ��, \ N 2q°44'30 N 40°I5'48° E � JAMES N. WHICKER � ��\ �� FRANCES B. WHICKER 4A � � �"� � �' \` � � � � I PB/�7 � � \ S �- s � � ,9 �� `�� 9� + 40.00 -Yl- � ,� • R 1 A � \ � � �o �� o � DB 2075 PG 1235 E1 � � o �o ' � 149.00' JAMES R. MYERS III & � R� ov c� +6 .22 -Yl- ,, I � WiLT � �� `'' +53.00 -Yl- � s 3.72' Y�i \ 9s�s?, � 9 9 � �" �� 135.00' -c I � .W.FEN - -pRl- \ MARY B. MYERS �l- 9 � �r�^ \ � / ' C I s ' � PC St � DB �585 PG �0�3 `� � � � m � � 9� �� SF � ISFD � � TERRY K. C ST R R/ F PB 27 PG 138 + S �' 2� � � � PB 31 PG i67 0o S 69° 30` 22.1° ��. .99 �`\ JACqUELINE CUSTE �� /` � �� \ / I � � � �55. � � � R � � - ,�24•� S �,� Z ` �� . � �� l - Ri E �82.3 � y- -� - - iy � " � ` � � � � i S " � p I N s �� W � DR3 POT Sto. l0 +00.00 � �, , , ❑ 9 �� l Pr s�o l .�9 �s �s � 43 3i �� E / � � �' s�' � � � � � - - - �vIAR�HALL S. BROWN I j I I �°I `� 9s��, EIP � \ � �� - - \� � � O �� I� I ► � zl �3 6- �'- -: DR2 POT Sto.10+00.00 \��, �-DRI-� P�T Sto. 11+02. -� I W � 2s � ( � � �� -��r� POT Sto.12+30. � r'^ �L I � �I / +00.00 Y - BK 9� ti 30.58 � Y E. PHILLIPS. JR. ��,� � 9� �9 49° 22 56.� E I �F I \I �. 50.00' RY ANN PHILLIPS s � � O DB 1953 PG 2287 �� `� LATERAL 2' BASE DITCH 9�j �1 I � o � A �� B- �O W/CLASS 'B' RIP RAP F� � �� I F O � PB 31 PG 167 __� \ s�, RQ OND F, HARDY �o°��ti �Q EST. 165 TONS QR� E HAR N ,� I � EITH E. STRAUS� �- W/432 SY FF DY� TRUST �qTERq� 2' BASE DITCH � I R BECCA C. STRAUS � EIPQAAO� `N SEE DETAIL#12 S E � W/CLASS 'B' RIP RAP o � � � o� Aa� � EST. 151 TONS C � I � W�TERAL 2 BASE D H � +� S 2 �-X X �C I EST. c W/3 7� FF r^ � �N�CLASS B� RAP d TONS � 62� �� SEE DET L#3 ( I W/ 00 SY FF p�0 �, ,� o� QA �\,��,2,a +oo.00 -Y�- x J Z � E DETAIL#12� 1 � S �� 28'97 I ZO � +00 00 -Y7- � � � L � 6' � L(� N � � # # � � 44.00' � ' , DETAIL #19 DETAIL #6 DETAIL 12 DETAIL 3 A / 31.03 SPECIAL CUT BASE DITCH TOE PROTECTION LATERAL BASE DITCH LATERAL BASE DITCH �•`'� �' I�� / ( Not to Scale) ( Not to Scale) c Not to Scole) b ( Not to Scole) b 31.pg- I NC, �� Front O� Noturol � I F�� E "�c>,E„5, Fill 9°I9'36" Naturol C \ F,� Fill 2. Slope t r I Slope -Y7- POT SfO. � 0�.0 O � Ditch Noturol 2' "� Ground / � I'/Ft, � �/8' Ground 2/ A\ 'c�e Slope � d �P'� Slope d p Ground 2y p Z: I'/Ft. � 3 p F�o roun F Min. D= 2 Ft. �, BEGIN CONSTRUCTION d Filter B Max. d= 2 Ft. B Min. D= 2 Ft. � Min. D= 2 Ft. Filter Fobric �----� 6= 2 Ft. � o E�P 0 PAVED SHOULDER B= 2 Ft. d= 2 Ft. Fobric 6= 2 Ft. b= 5 Ft. �; o � P g 3 P" 5 9 8 •Wh en B i s < 6. 0' b= 5 Ft. L FROM STA. 11 +31 TO 11 +51 -Yl- RT o 0 97 � FROM STA 17+00 TO 19+00 -Yl- RT Type of Liner= Class 'B' Rip-Rap Type of Liner- Class 'B' Rip-Rap FROM STA 10+65 TO 12+90 -Y7- LT �, � �Q� RRY K, cusrER � FROM STA 23 + 00 TO 26 + 00 -Yl- LT \ � � E � � N E cus rER 3 � FROM STA 19+35 TO 21 +80 -Yl- RT � Q � FROM STA 22+90 TO 24+60 -Yl- RT Z � � \ X .00'09 z � ,Sb'90Z W N � X W � �� c \ ,. � 3 .�i o� ,-� .. - NOTE: F O R - Y l - P R O F I L E, S E E S H E E T 4 3 FOR -Y7 - PROFILE. SEE SHEET 92 FOR -DRl - PROFILE, SEE SHEET 93 FOR -DR2 - PROFILE, SEE SHEET 93 FOR -DR3 - PROFILE, SEE SHEET 93 =1 � I 1NTNpWY CURLEY I �\ I £I I I I DB i6i�PG i8i5 � m w� mf � � I f ABNAK : I I I I PG 82T W� o SADIE S.IIEAN0. I I I �� m os n. Pc as F �� I I BRiAN D. Sn/40N5 d N I I I � iAM41Y 11. I I I a � / yo � �y pBdT� i � m i h . 4 1 A � P�� I I L\ �� 'o W o � \� p i m I � S TAI , v7 i i C H M42StlOL 5��N��+ 3 I I 1- �� +�'� w I m�' I � Nor ro Scds� ��9 S,`,y+�'1� �'1'� W ISFD � _ DK ❑ I I I p<�� +Td .�� 'I' � I � � � 1SF� �q�f��i� � � I o I I i � �� S�'-��,{��*��" Ol � I I y � �vcf�enf i�u�� n ss�� -� � ax�G p ovW 'S i^'"I � .� 54 M 36'CONC I S�5'SI'09• E 6 9. 47• „ •:�•A��'.7��`�'V�"'sa�176�i�i�YpV �B = I� 4 I o I � I � Z�� t� 1 � � - B Y i 7- 5 5 6 MI r y D= 2 Ft. I + -Y5A- PoT Sto.45+00.00 LA �_� P�} �� } p�, o i i Q � Q I� - B Y 1 9- 4 2 6 i M __ _��_ � �� I m I �BY20� 427 FROM STA. 36+42 TO 36+67 -Y4RPC- LT = =_ - __ n � � � I o � `�R� u � i' " I ! � I BEGIN CONSTR UCTION I ' ' {Q � -�� ____ -W/LT�- I \ see'Z xII� I II I .I AI . .. . `� - -- "L =�� =_ _ - - -�z_R�P�� - 6� - - -' I� noYc� & sw�Tx �'n -YSA- POT STA. 53 + 48.46 } '---,�-_ --- -- - -'z' ecP � � E%�-L�NG RiW 00'09 � LNA LS l. MAM�NG d M�FE OB f2� PC 96 I� I �} iez.7o tlld.eb �P'��_� a� _ a a N 89'02'01'W ,Z� R�P �_ �_ = = _ _ = 2� � y Ker�N w. �.�.Nc 08 �iB � '�0 CONSTR UCTED UNDER � � . . X- �� - - M � � � � � � _' - - -�-�i�;y.�. �- - � EIP � ' DB 3058 PG 328� � �j�j P� � ?SµiX I�RS � � 190.09' S 89 716'S2' E W , � �-x_ ��.91 - - � - - - -- - _�y_� - �_ _- = = _ _ z� _ � fi t oe a+ Pc .x _ TIP ARO ECT U-257 r , Porchased " � 0 5 a 3��5z• Z j��y 48'P�r�� RAI�-X � 5 RCP __M_ ��-- �LT /�' /��__ � _ ld_b � t ��33 P� �3 ' I +50.00 -YSA- �� p 187 Under U 2579G N V�+ . I ; I +18.00 Y5A- 2 04' 9 2� E.. 5'g9'3i'S2`E �� . .. WO � s�i I� - _ � _ PB 22 PC N i 75.00' > e a X 'd.e' ap�� _ , . � O / I � � _ � �� _ - - '" i z o I - Pvrchased 191 m I /�%vh .. o � _ _ I 4f �� EIP 48, _ �� - -��= - ° - _ � _� 60.00' 95 0 . is- 2 y � P�a r� �z• - _ _ _ ___�- � _ _ _ _ - OB d esr. a roNs +�a.aa -vsn- �n Q ,, AS E..IO�NSO _ � _ _ t � Under U 2579G V 370 � RA1L RCP � ' i _ 2'�_ EX. RhV OB _CLA55 B' RIP RAP - � Xy"3 � I I k Gur [zisrx�c niw - __� ��- -j- ��_� �___ _ ___�� PB N EST. 11 SY EX. RhV nr T m o o FiFIQ1�A F AYE .N _� � � �X I I E�' \ I �- ��-� _ _ �� __ ---'�-�--�-�-----'F-�,- .��P - I R m I I �� E,�-�p � ,,., � _ i9 .Qi 1- _ _ _ � _ f_ _ _ lY� � - _ _ � � � I oo•os I RET FUNING WAI.L ��P P ^ : � � � i �� `� '�LT'� _ _ _ � _ -� - _ � ��9 p pp�zQ�p �� ' ' x f'� ��\_N\\ 3'NECdTryE nCCESS [qSEyENi- � � ��- - - �1��'�- - EN�SiiNC RiW ,I�gpwR�� , / k htf - _lo- - - _ -��- - _ �_�_ _ ___ -_ _ _ � � � - WN�LUS PG 36+25A0 %�,� . X Af � I� �\ ISBKo I I � �(si �/J - - - - - - - _�_ _ --__ - - _-_ _- 4�P \ DB 2930 28 1 pao� � � na (+� 1J^ �"- - '- �'y / �y +32.65 -YSA- ��s o \� 4J ❑ \ � / x x \ \ _¢a� p �NI � S C-1" --= _ _ _�R 265� HA=TING�HILL RO 22'B57 _ �-_ __ _ _. _ _ _ t �ks � � C C .. I I 4f EX. RNJ . �' e\� \ £ 4I S / � � e ' / I \ �G]` -_._ . �_ _ � _ _ _!- \ \ _ _ , _ \ cazE�_ �� I \ N _ � �' I II� � � � ��o�� _ _ _ N 7g�y_�y � _ - - - az o0 9i oo ' � � ['� OW/LT qpPROX \ - S��G4iiVE 4CCES5 E45EMENi EIP-� L7 �,�1�/ - - -_- ld.i OIP 1 . - . Q 3dRl I F +60.00 Y5A +41.00 YS y�� LL�N X � o � �-`► \ � � '�o. / PB i5, PC M S a N� �� \\ x., S, �iJ � X \ � � 20'=ONC I � I - X - Sr - - - - - -- _ _ Y � p4 ' � �� 30 � o +t9.oa -vsn- ��a. p � / , - 4 � � �J �X �� I o.n a I I } EIP�� 4 �i sr CLAss '� ' s \ o ,�-�� _ X � � I I I = 71 Exi5i1NG RiW - _ �� M Y / RIP RA /FF 6 ( O S �� k o I \ o� o i i � - � __ _ �� 42.00' TON o. \ B� N � z 13b. . � 37.6 � ��Qf QEIP � � <T ' . � p N o0 I . � x � I t - I I >'� � z�zo� RT g 24'/NC � ic � 10.91 � �? X�' BEN 1NLLER �� $v . W0� k X � �. N �. 3� � C + TYP. �'^!�' :�_� \ �' O EST 11 SY 1 9 0\� � 4 t+n 1� � M� M•�i� � I \ iAIOTMY D.LYNCX p m II I �, I � ow_ s.;,� w T� LT S/DE E �'� � � /c �� k MA� �NI P.SYiN K�ERLY J,IYl�N , a o p sm'o ER i0 EX/ST/N �4�PS. p �� %S i� �r AN P.1,KLER �\ / �oN . ip 33-t . � 9� � Z�J �i i070 � m o� p �� ME{, A. �1(E�IE +48.46 -YSA- G '�� O r "�' � � 3076 PG 36 � 4a R` 4� I� � XF wW k� � C� � \ �PB� 0 PGiM9 �'y � m I � I �RRI1Q BLACK 4 DB 232�PG 25,2 °(n EX. RNJ � � o� EIP �\ �S�H � �DE �� rchased �� \ '9-\ i�19. �'62. I I k�k p� : � � • 6 254.25� `i/ -LT II v I o A BLACK o 0 0 � 22 Pri � , � c�sea� � �n� �� S R � F -YSA- def U-2579G � o R:'S\�p? � ' +50.00 -YSA- G V�der (�_ \� � Q 42.00' 8�.. � ?, /' I I I a _ n l � 2�'f PG 3�� ' N 2579G p _ I I x � I �. �� 5 B7°5658 E I PB �� PG M 4 Ps �n 70.00' •OZ.L0.2 _' .. . .. �1 \ �� / / � N � �' 3. � 4 � +19.75 � S" 1 I 16' CONC I I r \` � � YSA_ 4i 1 I I CAROL 5. � B U SK � no,�ra � ° � . I z 1 'n� EDNARD WINiER N� 8zo• x� e GB A1C �� .\ �� a Ex ww � +ab.aa �P /� �M �} I * I o � FB I �n ll W . . � �)�T � \ �+ RE N �c. -YSA- � � `-J / 'I � SUE 5. ROUTN I fiaxa � v II � J `"� � �j r\ .� , '�L �I \ � � / o +35.58 Y5A- 1 4 B•p X £ 6 i- p C �� '� � / / /. SWD� � f' �� O 65.62' ' � I I OB 9�5 PG 188 a �� o 0 0 � � I I I . N I I I = I m I ZL N%� 247.8� � COLLAR �\ �\ � � 0\ a p o� �/y� // � RAII g � ^� �+y Ww k ,S ` /ti'/ /' I I �� X I�I ' 2 F •� I I ODrYt o 1I91 �- E � .. .. .. .. l 0 7 Purchased Q � n� /py/ LT t �\ � � c Eas ENi� Q.,S�'\ • /� W/LT t / I � � �•i0'S5' � y. 4f ` k r 2 z ' REMOVE a� � .y9• / I I � O I z � I ( T Y� of d- ss 'Ra D Io I� II �%c,_ �� .. p M S`"1 OUnder U-2579G � / y„} �92 Porchased�.. � . .� � V�.� ig � Q �� \� � � � 3 54 \ F 5T�9+.,1� I� 1 2�Y)4- LT � � N W . .. 4f 4f � � k�O der U 2579G FR � � � %� \�• / �/ � -� gF 1 l � n � � \-XT�"": � I � �I�� \ � i OJ`,r,�'� � ALEJANDRO ROCMA � � ] \��1(%Z +sso2 vsn- H '� ��\ � �/'h'i �` /� .. � 5 \ \ x �I � - � - - m , � � � o DB 229 PG � sE`"�" � . . �� v ' 12'CONC �C`n 18 . g' �+y PB �O PC M� k �D� � EXIST a�,n � �� _�� // / \\ N x"' -�, I �� c� \ /� O�O �x q.2 N 20'S6' W � 41 '. '� __ K .I�fL �. Tx EASEMENT pN 5 N/ a � �M 0� M \ \ 1 1 �x� y \ o � 'S8• W St+�. 79' � ZS 2579G � EASEMENT // Q ��019 YSA- t �e- �\ �'• � o O �+y r f �rfhased Zas EXIST. �„�' R� OVfi ��' F �n� I S � pORISYUDD1yA$ \ \ \ A<^\ �Z�- S � � � / l \ � WD D � I � / @K � � SPECIAL DITCH GRADE � � Q - EX. RhV y ( � \ I z `i�' I D /� \ p \ TIE TO EXIST Purchosed � \ �;} _ -1 � oe asn vc u�e � \ �� o � / x I ci�-- r ( _ � � � y T O O ��X PB�OPCM x�. {� � Xf _ Zbp2 \ j - _ SEE PROFILE FOR GRADE ��9� DITCH UnderU-2579 } Pe .o Pc w z Rs 11 � �ti2 'N/� � REMOVE �� 3�M 4 ► � � � _ N 16.29�9 E 9B� \/`\ y�l` \ ` � I II 4� I �48'CONC �j � '9 �q � P� Qi ��\�'X\� � � L>` o. '�� m �v k W� CONC _ o I I �'�y �'�' n�' �+ �.�� \ ,0� 2 196 �� \ X x M / o \Y' (,� �D \ L?.t` JQS� PN F. fia1z�LEZ 48° X �ASTI-C R�AI{L DK x � �.' I 4 4/ /� y'L�'/ `�J�SP " \ �q �b' O C��J/�' po � � �} `�' �Gp� OCs\ `' \\\ YYp1E L.CONZOIEZ va � 4! `� 68 PC �228 � I�I 193 � '�O RETAIN AND � �� p �� ,` LATERAL 2' BASE DITCH W/CLASS '8' RIP RAP k� �� Di '�� .(,�� OB �6�T �m � M l48' � j / �nPurchased y'� �h EXTEND \ � � �(� k �p '�2� PB � der U-2579 5 �1� +78.97 -YSA- \ � . � Q EST.121 TONS � �y �+y _ / F,\ \\\ 25BK� I � � "�, � �O 6 � � � X� 10.00 -Y4RPC- � W/318 SY FF X� 60• 4f 4Y� _�. � BC / � \ "' I �� 70.00' � \ \\ X O +10.00 -Y4RPC- SEE DETAIL#72 k� DON� ORLAI�V FI�T N� �/ -� ` �I z � � C CM� �� ,�-� v� \ � �'Q� � zas.oa k� 0 Cp - �• coNc n wo RACOUEL WCRAAI � 245.00 �} �} c�a�� oes��zo �ar � \ �' I �} o �} � �} �} x � � 23T9 PC 20K � ��'�� \ \ � � � � � � �, Q�, �� Y TD I \ � N �`'y PB � PG i4 �} $%�_5/ pe`� \\ \ � \ TE, pF5M�1 TYSON� -� \�oe �a p 5900 \;s. �T o oK� OB 2�% nC 70l5 � � I I zl oao � 79 � � �`, t,."s � n\ v�, � P8 �0 PC W��e d� ', . O M� �if ^aI F/ 48' CONC LT � � ��3 v EPSEMErvi Q fS0 � . �� y��Q E M �} � `J +\ m' � � �} 0� �° S�tio� \ OB 2i36 PG 37i9 I � - � iING P/ - ,15 "ld •Z�� eyo. Ns��rIP coroc oa�'�� / / .� � \ ��\ � � Q�� o o �e �o �c w . + DE-WATER PpVD � I 5 � + LJ � �Se�o Q �2/� ��k } � � \�- - _ - - �d.Zl �� . � P',2� f �,• � � f / � , J� s s N O SbG BO � � 4. N h a c,o � 0'Uia�lv EiSE� i2 PLIDflfl=� p FES / / �r (�i / � o - - H � � ^ " s �it�� i � \ \ 3 � '�� -�. AY�/1 51�° / \�Ht/ � IB' RC ERSH � � IB' RCP E 7/,'p 0.27� 3 O. / �! Q � �'�i X � �d pA O,� ,...[] sf \ � -F� �� PM C7 21' BST �p <. / _ 23 ?. 6 � ,F�t^RJ ` P �u+ � � n"is H r \ / ` � P'Q'� � / � y��i d �� r ��,• �/ ,.,� �[ _�_ 21'BS=��-- o FE� IP go0"L N 2g8' W 9? . +� . 0 -Y4RPC- . /\ 41.00� Vi �INi .. /. � ` --� yUEFSH� L= E%151iNG P/W 10'U1iLITY EP EA�EN1� � 52 _ � � �!'� .X � TOE PROT TION W/ 0 � HEAD DIT�� \ � , . � � ' ' ' ' ' ` +70.00 -Y4RPC- � �� 5 � � do � � � E� � � I{� � / / \ Q� F O OO � CL455 „8„�AP y IQCM4EL �. FISCME SEE DETAII#9 T R�P �-` �"� � 148.47' � EST 63 TO�� DI IS' RCP FES IS' CMP �r�urY EaSEMENE- \ao R=S� � 2 � +19.53 / �HAfil$$A. 1$�FIE EST. DDE SC + � \ _ � I ,.,, O - 6432 `'6 � � G O m 'I EST 170 SY FF / � � �� T � N y�}- �� \\ pNG 2 0 Y � � � � 141R00' � SEE DETPQCYF6 � � � . �-. ^ � . +/ 2SBkp // �?o `C\N�iy�F I i I�48' �oN� \�� _�\ -gY2i-428 s°'.3 o'°c � � ��''� T 4f o Q tiXf � . / - - � _ - \ 2 �op� � Purchosed \ I � ^ BEG NO�SE W � � � � o � � ,� R Under u zs�a� � � � +55.00 -Y4RPG �L � m B. �'� -NN7ql- � �I � � �p7 tl`�O ALD N. RAY C��k 1 O LP.TE L 2' BASE DITCH W/CLASS '8' RIP RAP -- N 1 - � f t' �- EST 27 TONS z� ROBERT w. ROBBMIS �� x T�ENgO � i �mti 183 AiHY P. RAYL �� z5g / O �� o wi312 sv FF A Lf o ti 26 SNERESE R. ROBBNS O(� � 1 �+y "� e.-} BERM DITCH k k0 � H5 w m w WD 9j9y. ��. �PB 0 PG,M� � 7� �-- O �1 STA 110+91 TO 2+7 -Y4- LT � SEE DETAIL#12 vf � - ts Rc -i V1 c�nss �e � wo � / DONALD R.NEII501/ _� �� oo � p� �%. ss RIP RAP 405 QB i��l PC IOf(f $/� 2 �K Av 4� as y Esr s roNs PB �p PG w oq+ ,ti r' � C�iMSTWA R.NEQSOM � zmo sf RELVN L.4�vFELD �N�� 2GI - � EST 14 SY FF �y 466 4�\ y k .IOW'� H. NOOD TA�EONA �. MAYFrt�D BERi'�' CH BERM DITCH �tif �' � y .. .. .. + ,N� k / � � � ,0 � M pg y197 PG i200 \ srn izz+oa ro 125+90 -Y4- LT � k �,�T�i.00 Y4E6- OB 2�0 PG l596 srn iie+ . 0 119+20 -Y4- LT Fs � i o 4RPC- STA35+ � ,� 98.38' PB �� + W - � K 463 F �_ � �� . .. � g � D -Y4RPC- PAVEM£NT � � u" csP iz e�eows �� -. G/N -Y4EB- PAVEME c x �} '�f P�p �+I_WqV, a6s BY16-549 �. . +�/+ -�- AND RO AND LUG F 15" RCP-III I . I ; �X O X- � 4 p � � NN TOR$_� --_ � EST 3 O � �-- -- 'aRGR- - -------- --�n4� ---- �`- -_ Eb� a.3 _ - ----€sfii��r� -�-------- - ------��G----- --- --------- -------- --- - ---0�------- --- - -------- ' - ----a� ------------- - T , 8i 467 .. , . . - " .. .. . .. .. . . .� .�L`_ .. „ ..-._ . .. . . IP. .. .. .. .. .. �. .. . .. .. . � _ o•ww IS . ae� . .- .. . .. .. .. .. _ O� ae i E P EIP _ -- eo•cH� isaw C E� . . . .. .. . 2GI W/ 5 GI � � 2GI 4RPC- POT Sfo. �'F0.3� - �� 1�Y4�' �_ CN �a o ai _Y4 - TYPE B-77 465 GRAU 350 7L-3. 4P5 399 -Y��iyEyB- POT S�O. ��4f�„a% � � � �� _ � F � �- - -- - -- - -- - -- -- _- - _-. - -- W REMOVE FE �\ i � PLUG .. .. FS O /IZ,y{/ RT. �� \ W 246 \��^ � . TMfR .. .. �� C /� ..4. � i = � . . PLUG . � � .. . - � N � .. .. . .. . .. . .. �� COLLAR - 2GI-A REMOVE FES %O�PS. 400 �� N 8r RE OVE FES w -----raPs. o------- ---s94--------- � � ------ _ro�Ps. � ---- ---- -3 45.�W- - ----- ---- -- ------- rnPs. ---------��--� --- -- ---MT�z ,. ------------o,�----- --��-------- � � , -OirN r- � � L 1 Li �1� _t s _- t _ - - - - --- - --- MTL�� ----- - -_ ^ 0� 1 �J 1 W _ - - - - - - - - � � - L -T L �_ -T - _._------___ + _ __ REfA1N AND XTE LL4R ��' IO'B57 � N � N 85�.3.3�45.�W 2 SBL 24' BSi RETAIN AND EXTEND M VE -!QEB- -� N O RETAIN N� Conv.OTCB To 2G1 REMOVE N 2G1 REMOVE 4'B5T N �v R aT- ~�5T \ p O Q U - + - � -- - - - _ - - - - tn � � . . . T T � T � T � T- T � . i . . . . i N_ _ _ ---- - - - - - - - - - 0 � - , . , , - - L , . . . r r , , -� I � _ � . - ------ --------- } Q � 395 0. RETAI 393 � 9� �� p��G -Y _ G� � • F � z� o F 1n � � ,� �'-^ PLUG PLUG � � PLUG �� ► ��n� W � ---- - C NVERT TO - - --- RETAIN AND EXTEND -- � ------------ -- --- --- - -- --- - -- --- Z � �-- - - -_ - -- - � � � ---- --- - -- - - � - -- -- �� - _ - � � _- _ �UPS. � IO'B5T � - - --- --_ , -- _---- ----___-_- ----- - J } o, • D ,8 a 8i �� MTL REM VE T N q .. .. .. . . . .. .. .. .. .. .. -� � REMOVE - - _ _ - .. .. . � Z . .. .. .. .. .. .. .. G� R�o� SCRUCONVE . ' � .. . .. .. .. .. ��REMOVE �g .. .. .. .. .. .. .. .. .. . .. .. .. .. .. . .. . .. .. .. . .. .. .. .. .. . .. � .. .. . .. .. . .. .. .. .. � . .. � .. .. .. .. . .. . --�X �- -. X X k X- X X X X X X x X X X�--X-X- 60'XHL&ISewx-X X X X X 8 X X, X �- �� X- X X X X X X�- � p y[� ' X X 6U"WW ISBW X X X- , , , �� '� X R XE X X- X X , X J \ X . ./. . - � � �. \ '� ' � . p� � . X EMO II U-- 39 --- � REMOVE -- - - - � --- . .. ---.-. ..----. .-. ..--- - .. .. .. .. . .. . .. 3i6 F..\ �� '\\_ .. - GRADET�DRP. 2GI 09.. .. .. .. .W/lT �. In. ..321W/L � �� T 4 4 � �' ------- -----�� - �� ILL W/FLOWABLE �- �� N � --�r.� REMOVE FES �4�� A - --_- - ----- _- "' --- - -_ _- In a __� I0.9 I4.8 �- W / L T _ T � � =12' RCP _ I - - - EST 2 - S _ y� � P - I , _ _T - - - - - _ - - - - - y - _ _ - - - L T 311 I P - y - - - _ - - - - - - - -_ _ - - _ - _ - - P \ - i - M - _ - - - _ -_ - _ - -� _ - � - _ _ - - - - y - - _ - - - I P 15' R C P- - y - - - - jai %QPER - _ W _ --- a-- - _ _ _ _ -- -- �� - -_ _ _� - - " -- _ �> _ " � _ - - - - - - - - - _ -itEA�ENE'T-ES^a - I�/- �-Y -� - � -GR"AV".350- - - � '" \ � - � IS' RCP Tifi/i(�550 - - �- � COL�aR � _ � W/LT REMOVE FES � IB' d O R�M 3 318 320 g � �\.� PLUG SCRl18 � L<iivE dCCE25 EaSE � r X�X �' ' `� ` '� F r �, 04 aSEMENT 5'NEGn*ivE 4C E55 E<SEMENi x--x 1 x REM VE� I� 'Vjs 4 \ . - - • � x o E � � �+Q'q`,'� - REM VE FES GATE� � / 03 3XWW8ISBW P UG 401 +3 'Y ' . ' � Q �. - .. . . . . SXW�X� .. � 406 I 408 -i6- . � I�,I � p 4 .00' ` ' . . . . . . . . . . . . 3, O� .. o , � � " � . - � � 4 - �r cH�x w _ M GR�- R .. . ^i t 1� �%] s 2a'CSe % ' . ATSON BROTME .NC"' \ 9 wi�T N� 350 y le - ^� � �H . \ ; . �.. N .� � � � LATERAl2'LN�CM�i�BO o � � F18FJV . .. 'n . I i ' ��, -� 5 ,_ . � F � • o,p 15" CSP W/2 ELBOWS � � `6j,�,°'_- N . X y x Im +50.00 -Y4RPB- PB 3T P� 46 1 I �� 4 ��? sN AND ROD AND LUG �� y''�p?' / wicrtl65x�Sr c7.K53M x m s` �. z 7 iai.00� i► +ao.ai -vaRPe- �~ � pP Of�/� _ 15T �d F� NORTN CAROL pEPARi�pD,, \ .o ' Fa- EST. 94 TONS 1 SO I +55.64 -Y4RPB- � �W � � `�" \ CONNECTORS /� �� wna� SY PF / ' ��44.6T � 145.63' � I r�-r i I � o � � �pgR26 PG 2801 g" ��6' p i PUE � \ - SEE DETAIL#12 .IS' NAT$� BROfM�RS.N'IL. �� 1 L 9=d0 � _ +54.43 -Yb- � I o �� I � � � , � +6 � I � �� s 6'07' E Je 4„ RCP-III OB �624 PC 2903 i ��.oa � �. x c�se �I�� P o PUE P �_ __� �-� � - PUE - � / \ PB 37 PG �6 `- END 4R�RPB rP�f� t�/1 •� � � '�EON1ER5 AS C1AT � coNc - E cuss B' F- E "✓n" � i .\ '1 � � ln +66.9 -Y6- CjQL GH GR PUE RIP RAP pUE SPECIAL LATERAL 'V' DITCH I ,i� �� . � � y�o. PUE y Q�.o DB iT90 PC 2 30 1� �% � � T�y6 PUE - w / \� P� e +36.8 4RP BEG/N -Y4WB- PAVEMEN � � p PB j7 PC � 33.00' 2��• R SEE DETAIL#15 (BANKS ONLY) N 86'S4"��'E y pUE O p� HOUSE � + 4-Y6 E5T 21 SY FP 21227' wAT5�1 BROTMERS. NC. O Z � ii / � E DETAIL#32 �� ' \ � PUE �� .� � o W 33 00' \ .. � � I�f2� �i Z�3 J � EST. D E+/- 15 CY +� � � =n 'o q d N � . .. �� 5 gq•Si'�4' W +52.00 -Y6- p� 3T PG 46 194 = �`'� � W �F o • X +61.41 -Yb- � � � . 33 TONS � 14, �� (� / 0 p g 'F '� t %� p 33.00' / LAR�L S. �EBUSK 5T. 62 SY Y8� 5 lo,} +'- �" _ \ + � 04 � ^ X 0j � \�,• �EIP 69.14' F / wE s. ROUTH G�N Sta. S i� Jm a • � � \ 1�; � / � / NO RECORDED DEED E Y8� � c�t0.3 �� N �'' \ i�fi� � ° � +iz.zo Yc= �� ioa.00• +97.44 -Y4RPB- i • .00 -Y6 +90 \ � / PB .. ,�f � i`� Pt w \ \ \ \\ �. 214.73' � c� � s \m +70.00 -Y6- /\ �1 � N� � 0 \ 0 o j .. � Zf N ps, 69.14' R�Y�p �p1�j4EZ 104.00' / ��s � � 41 � NORTH CAROLiN� DE TI�N�( a \ � �\ � � WRix� v. GONI��EI � � �G � OF iRANSPORf � i�ON II ,� � � i v ` � / � �. �P �37 PPGG A6� p 2b' E3.00' / / � � \ �} 162 DPB 3 � PC �- \/ / ' \ \\ � +� / .. EIP \ • 6H=AN1 N �� s s - / 83'2 175.00• / 5. " ' ' \ � � 202.48' � \ \ s �Y �' � • 4 � o� � /� 10 N/ 6=d01 5 8335'13' E � QP .. ` . 6g93 E�P t�N�525�i . C \ TO ��H 2O.00' S 83'35'13'E � . � N 87'04'O7' W � 2 // 2522�4' EP 10 COR 265.00' �'J� . s . ��\:� �'' � -- „T-- jry0� X � _' / � \ws is6 \ 25�.�26' E t . / � \i� \r N 83°2� . / / �o E , \s T. �N �%' Yi�� 2� �,� _,� Q%\n � 6 s4 / 9 � `` s `=- Zic56'33 di � ", �Na� �' STEP�ffN PEGC \"N H� � to�" co�` " j � ^ \ �'e `s � o N '; JN07 , 6� � R ,�d � IP .. 3.rp'h' E / � ' 0� `;� 5�fifil�.��i X 266y3�� A4'� o'K N � CRpq / J, s• � ��^ -BY15A-543 DB 24i0 PG 832 o z�o�' �� _ �y SE+�N 0.e/ / LATERP.L 2' 6ASE oITCH ;9 DB�25�f P( �761 \ o PB 37 PG +6 j� 38 AIICMA A. ST 6� : \\ `� N o T TX A.CRAN \F J pp . s N �'�y r \\ 9 ' / SEE DETAIL#3 m ' ,r � PB 37 PC �6 ''2\ im � .. v� �i1 � � � � EIP ^ �N D' A .0 �. � _ _ \ IV / o�- �N6El J. rtqJiN - o sN 5 i5•z5' �, P8 7. g4'0 �� St�c \ O n`� . 46 PG . � 95 p� �89 �, � \ .m\� �p2e X � O� � �ns'P / �, 37 PG 46 ALLAN NATKMS m . / � � vB p'16 � 'N o a� \ �\ � x/ - o � / ��Nc \\ \� f . o f i` ar r1NPG 232 S o 1 70 of^ ;� \ y '%��%%s��; m �s � K � y�J� • s � o0 9 �'S w o: � 266 g��3' E</ P v y � PB Pri ,i1 _ ti , W \ f N '\ �j \ � �}�� i CAROL M. NESTMORELA N �} �'`e�o � & . m. X�s Z�o Eg �I/ \. \\ \ . c� . �\� o Ntz' ,� \\ OB �3� PG i937 � � \ -�, � \ • \ / 19720' � � � N'12�3'\2 \ \ � . � � \ \ A � o PB 3i PG �6 0 �� o"��,� -6�t9��40 :,� Wm,o / � \ �� Q ;� NLUAN L.1AlRR Y � � \,�� N \ s �%� 1 z i y" //y S"'/� � \p9�: "�`� � -BY15A-421 N a 0S2 3 ly L. CASMwELL' 1Y\ � \ m ��oHc z\ I / �s .�iFREY D�LE v�' END CONSTRU��' \ °" DB 2W4 PG 550 Nm d)Q �\\ `� � � . c�'��zo"o Pc �Q' / \ \ � � PB 3i PG �6 x -. f to �C� �\ \ � � \ / �� '."} �} \ FB 3T PG -YS- POC STA. l �rc�� c. o � � � o y ° � / � � � s 1 \ \�� 'BY�,J . 4I KELLY TH SON� -- �� € � "s \ 41 �0� � '�'�� \ Y' � ,�+" ,.��7��,? , oe g+o rc� �e d� / \ �\ mta �t �y �o°°<�� j � �! / - � \• \ �\`"�'" �' ,�t��Z N / g PB !7 PC � pNc � \ �if ¢=h00 `so ac 1s ti �- � � '�� 5 � � � (o /� 9;°0 �a /� � \ J � '" \'° 25.SZ° � Z 5. E /� n 569= Ni S' o�,� a 1��r � 'IpO� ' � %0 3� ,+ `T 266e ��2 v \ ' 06= \ / � �'y � 2 ,�4,�2 E � \ 0 0' s� / W o 'I2°39 �� - \ > � `i/ � � N \\ � s\ . / N �' `' 0 0 12' o o C o N�__ ¢9 � 4 �' p0 /N�// T Pv�y/ yoy^ Q== N 89o7q2-�v � . wo dl3 ' Y�y \ -� �� / �- �^ �: .b1�090=AN1 -� 544 \ � . �IP // 22gst j�` CONC - �- � ��\Y33EPLp41�5EMENT . \ - PSEMEj � �K �IP /` -}- �,' .bZ'£LB=d01 f S.Ut��t� f R R � E NATSON BROilERS. MIL . dl3 NW'o � � DEE EIP `�o� � I, � � s PROJECT REFERENCE NO. SHEET NO. U-25796 28 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��w��d•11�� L ��d]��V ID� N�' Il" U S E E� C� N S' J[° g B U C T d� N Y4RPC l5 r0 + Pl 5/0 +�2�7� P/5 Sto /1+5p;(� 9s = 5' 43' 465' �= 8 0' c.� tLT1 gs = 5' 43' 465• Ls = 240.00' D= 446' 28T Ls = 240.00' LT = 160.�' L� 173953' LT = 160A8' sr = so.o� r= i,as2�az sr = so,o� R = 1,200„00' Y4RPB Pis S�o 15+4732 P� Sto 23+ l Pls S►o 3/+2086 6s = 429' 37S �� 5256` 04.3 fRTJ gs = 429' 37.6' LS = 240A0' D= 3' 44' 4/. 4 LS = 240A0' LT =/60A5' L= 44/3.54' LT = 160A5' S T = 8 0 A 5' T= 7 6/ 7 4' S T =� A 5' R = i.530.00' Y5A Pi Sto 58+1625 o = 3s2r �r rRr� D = E 30' 392 L = 543.39' T - 280b�� R = 880,00' SE = O.Q6 RO = SEE PLANS Y6 Pi Sro 2i+3427 Pl S�o 36+8822 �= 48' 34' 2/.9' (LT! p= l0 45' 54A' !LT! o = �o��r �a o = �or o5.r L = 45/B5' L = 266.80' T = 2405r T = 133�q R = 533.O�D' R = 1420,00' SE = O.fi1G6 SE = OA4 RO = SEE PLANS RO = SEE PLANS ia P/ sro bfnB3 Pi s+o n+23.06 p � /S25'041fLT1 p = 444'//SfRTI D+ 95T' 52l D= 5'43' 465' L = 1547.�' L = 82b7' T � 7783' T = 4/.36' R � 575A0' R = 4000.00' ' / ERIC J. rAR8R0UCH �1' .3 �o //� �`.�- \ �� i ��s 2 LOB 7 0� / EIP s Ex� t SSM� PB 37 PC �6 /EpSEUEN ,pM� AVERY CAppY s o�' ° E � Nt� �yQpp� F1YE G�ODY \ PERAMENT DRA/NAGE/UTILITY EASEMENT TO BE PURCHASED � J` N2,2'iq,\Z i w o / 0 0 0 2663g, E $. EIP / 5` \ ��, � 3�9 �DUE-� UNDER TIP PROJECT U-2579G 0 0 / s 5�,ae ai w PB 3r PG �6 `" • +e�� /N ,5 S Ex�SZ�/ PERAMENT DRA/NAGE EASEAIENT TO BE PURCHASED UNDER a �'� �PDE� TlP PROJECT U-2579G i iv SIO•16 �Oy0662 a�,�0�'• -YS �"� r ai • i T AIL • 3 a � R�GHT OF WAY TO BE PURCHASED UNDER TlP PROJECT U-2579G LATERAL BASE DITCH $PECI L�V' DITCH �. � AL A DITCH � FROM STA.,o�+so To STA.,o�+b, ��* *� x�� * *o s�.� ��* *o s�� s,, O P�CELS /MPACTED UNDER T/P PROJECT U-2579G sb„ ."' _ � ;,•s,._ N�� O ORAINAGE TO BE CONSTRUCTED UNDER TlP PROJECT U-2579G vn N m "'"� �r x et ed ��n�� D MIn.D- 2 Ft, �b �� A taB` °soos °�'° ° �"' N9 mq\ TO BE CONSTRUCTED UNDER TlP PRO,IECT U-2579G Q�� Mox.O= 2 Ft, D MIn.D= 2 Ft, F` �w�s 3ns F�� U \ \ 0(GRADING.PAVING.DRA/NAGE,& STRUCTUREI B= 2 Ft, B= 2 Ft, ,�RRY Gw,� G�OQS$S5ARD PAVED SHOULDER •Fnen B 1s <&0' D= 5 Ft, M1�.0= 2 Ft, b= 5 Ft. � K4REN F�EWNG �� 2jj5 PC 17�� .�;� '^• iwn� y MiCNAEL LEIANG TyDe Of �Iner- CIOS3 'B' Rlp-ROp FROM STA. 25+60 TO 27+85 -Yb- RT FROM S 19+�Nj�9j,�tPB- LT��'oo �� ,� \ ��T �,6 \/ � PAVEMENT TO BE OBLITERATED ELW18ETx H.,p1E5 FROM STA.117+65 TO 178+25 -Y4- LT f FROM STA 22+50 TO 23+90 -Y4RPB- LT ��3 �� FROM STA 105+30 TO 107+10 -Y4- LT � 3f P� �6 NOTE : FOR -Y4EB- PROF�LE.SEE SHEET 52-53 fOR -Y4WB- PROFILE.SEE SHEET 57-58 FOR -Y4RPB- PROfILE,SEE SHEET 7/ FOR -Y4RPC- PROFILE,SEE SHEET 78-79 FOR -Y6- PROFILE.SEE SHEET 89-9/ FOR T/P PROJECT U-2579G SEE U-2579G PLAN SHEET 4 N Z O > w � ,, uM NONNdH� � �� `�-� � �� = � � � � ` � �� / "09 PROJECT REFERENCE NO. 2 �9 � �' � (� � � N r°��\ � Q- � \ �9 `'s z AM . SELLARS WIF /Go c � -`� � �c,e � / �� U-25796 o_ � s RUTH � SELLA `� � �'L / / �,}� WW SHEET NO. � ,�o DB 223� PG �ESUSAN D.T E RYWIFE / �L � E T A I L # C ROADWAY DESIGN ��'�'62� TOE PROTECTION � �� PB 2 4 \ DB 2535 PG 230� %� /�c,e ENGINEER �tlr \ \ o �- � �o� � \ � �✓� � �O + 54.01 -Y5A � ��/ s � ;�� 70.00' J J � 0 �� C - NORTH CA� �d D� R`TMEtJ��c � OF TR PORT� 0 r c N o t t o S c a � e� � � \ \ �\ PB 25 � 114 y /�� GE i � � Natural ZP�� Slope � �,\ � � // /' � % Ground F�, \ � � \ d o � � / -� \ � � � � �\ � � � SHEET NO. 29 HYDRAULICS ENGINEER d= 2 Ft. F be � S \ EIP /// \�� \ S ip ��' �.I��N�� .�i N� ��p� �' � / / �� 9S �,9 ID� N�'Il' USE F� C�NS'Il'IBUCTI�N `9^ '�' _ - �� \ „ R�P � �\ �9 �o D Type of Liner Class 'B' Rip Rap \ ��2 �% ^ `s� FROM STA.129+00 TO 130+00 -Y4- LT �j ��/ /�� EIP `� s��s o „ ��e / � / °%� �� 2 � / . F` o B 30 PG 196 Purchased Purchased � /�� Bn 2 G$�� -c�� Under U-2579G Under U-2579G 199 �� G � �� ,� 22' � � � � � q� �4 \ � �o A�c,O �� / (�EMIER STORES ;� P' �, �oN� N 6� 5 �, � OB 2954 PG 19: �^ � �p� o \ �- NORTH CAROLINA DEPARTMENT � �9 � PB 25 PG 114 ��`� ` � � / � � OF TRANSPORTATION J' � � �90 • 9�S � `�'--` � p�, / �� , �i� f� GE � `� �, �%� � r F � �� ` � �� \ \ , ,ad\69 N -Y - ST A. 67 +07.0/ � �� °�°�, l 70.00' �O- �\ � � � \ � � ��\ �\ � • � °�°� �\ /� i i �� s CONSTRUCTED UNDER 145.00 �o� � � � \ � � �� . / � / BEGIN APPROACH SLAB T lP PROJECT U -2579G � �' � `ro_ � / \ `�� ,� � � -YSA- POT STA.66+83.J�2 TOE PROTECTION W/ � � � � j / - ' -� � \ \ ��9' � > k6°� p0' � � CONSTRUCTED UNDER CLASS "B" RIPRAP � \ � � 05' \ F- � EST 149 TONS _ _ -r � � _ , _ - - � � � \ � � y\ � TlP PROJECT U-2579G EST 401 SY FF � _ _ ��' � C s':o � � � � SEE DETAIL#b � f_� v � -� � \ \ � �`r �C � � ` � � G,� � � + 13.49 -Y5A- �' +54.01 -Y5A- \ �d13 � G � Ex. tt�w END MSE WALL � � 9 7 70.00' � �� -� . �� so \� END W.W. FENCE BEG NOISE WALL -NWY42- C�,4SS ,B, J. R +78.07 -Y5A- - \ 9'0�� `� � � TlE TO EXISTING � B +27 RIP RAP � d � � F G � -Y4- STA. 129+50.00 C SS '' 0518 � � 595 PG 1797 EX. WW `'i \ F�� , � � � RIP RAP �bp� EST 2 TONS ��(�0 $'�5A � � � u' � ��- � \ -BY16-550 EST 8 TONS EST 7 SY FF ` �- 15" CSP W2 +45. Y5A- \\ \ \ SO � \J`�� \ EST 21 SY FF " 145.00' Purchased o c� � � ��- Under U-2579G EX. -9\� � � . . �� . �- ` . � A f ki��-:��-:�� AND ROD A �_ . �- DO �� OBLI C�l�� AN � � �� b0 � CON 00 1- Mia �wlsix3> - - - - -� - - - -6,�f4� �0 ORAIN � � o� 1 0 - - - - - - - X' �W - - - - - EX. V� - - - STi�b�� - - - - - - - - - - - - - - - = - - - - �� - - E +sa.l � - - - - - - - \ - - - 99 :. � \ � _ _ _ EXI /W 22' � � + \ � IN R X X X.. X X \\ x � X X �-� R/W MON N � � 18" CS + 81 5�'5A � 69.69 �- F � �C ` x X -y4-_ POT A.129+64.J� 0516 0517 Le�\ �' � W - �' � EX. � ��" � � 42.�0' � � �+67.34 Y4 � � �` � PROP NOISE WALL = END NOIS WALL W l- \ � + l2/.46' � � � -Y5A P� STA. 68+06.5/ 2 „ �°/ �� -NWY42- N BEGI W.W. FEN � `� � � �e�� iii F - - - - - - - - - _ _ - - - - - � = BARR/ER FACE TlE 0/SE WALL /0' P.S. FULL. E T�l PA �MENT � �',o C � � � \ ON RU i €D U QER � BEGIN � - � �- - �� . . - - - - - � � � F � 05o W.W. FENCE 5� � � �--� �2 � � G� T P PROJ X U-2979G1 60° coNc � � W.W.FE CE � REMOVE FES RCP ��`� �-` �- � W �_78.. __�_8 _ �� / � ----------- W + - � � o� 1- - - - - ?-�I- - FS o� 5 . _ _ - - - o� i - - - - - - - - - - - - - - �- - - -� - T - - - - s - _ ��l€R�J��`TMk� � - r = � EM L----�'�sj-- - -� - - -- -- ---- -- ---- - -- N N 18" RCP-III 0501 �\ „ � � 0503 TO 2G1 W/FLAT GRATE /� 2G1 W/ Q \ ,� REMOV � co��,R -Y4EB- �� ` N 85° 33� �l J�.B�� w l�� RETAI 472 FLAT GRATE -Y4E _ �~ N N � �3 �� A� 050 REMOVE �� 0 0509 �g �,�,�MH �� REMOVE �-a0 eus EAST US 42� SouTH 24' ST N 1� Conv. OTCB To 2G1 + � - - - - - - - - - - C� - � � i � T =n3�a � - - a6 -�-- - - - - - - - - � - - T T � - - Z - T T � T 1 � .JT �2 1 T (� � � r � � - T � , L T - i � L T - - L -T - � - - Z - � - � - T T- S T- � - -F. - - I � G Q H Z� N � ��/ % XObdF�cLSE SUMP -Y4WB ♦� �♦ N 85° 33� 4J�.8�� w ��// RETAIN ND EXTEND o -Y4WB- � �� N ��q p ��TgE��g � 1-40 BUS WEST US 42/ NORTH 24' T � �R A v� � ,� r � �� A \ %� RFTAiN�ATI D� EXTEhI6 ET ♦ ♦ BEGIN W.W. FENCE � � � � � COLLAR 0514 �_ � � U= 2�i-L a ' oL�aie=rc�-e�'�u COLLAR 1 � T I --- � , __ ___ � 15" RCP-III REMOVE �� 0506 � END W.W. FENCE ♦� � �� REMOVE FES 2G1 W� � �g„ R W � ��\ \ SHOULDER BERM UTTER ♦ � 5" RCP-III FS _ �r�-' _�r��]- G \ �r`-� �. �2� ��-,��-, REMOVE FES Z +4 67 -Y - / GRAU 350 TL-3 � TYPE B-77 �M �r•-, REMOVE � 6 � 0513 AND ROD AND L G � 18" RCP-111 � 00' FA� E S 1�1P � +75.00 Y4 0510 � l0 P.S. 2G1 = �� X �� \ � X�-- + /24.00' FLAT G /TE �AF 11 T 51 CONNECTORS (CONS�RUCT � UNDER l - 42' � U +00.00 -Y4- 050 �� . P-II� +4 .35 -YSA- ` ) � SHOULDER BERM GUTTER T/P ROJEC U-2579G1 _ _ � - -'f8" RCP-III ~ TO 70 + 17 -Y � N� 471 1- y_--�25.39 ---�- C � 4.��+ _ C R �� " F�� 5�55 Y5 .W.FENCE _________----- / C � . � TlE TO -�- - -� � x �-- J� R/W MO EXISTING R/W � �� W = -1- �I- _, _ � GRADE TO ORAIN � � � � R _� � x �� - 60� ww&isBw W 00' TAPE /, l�,,, � o \ N� E E E � 0511 �� 051 � 1000' FULL --�"'�� _ '° �� ' � I ARRO S'bOT N M a �wlsi � ;�� \ +41.17 - 5A- +20.75 -Y5A- , � � � � + 9 .48-Y5A- � �` �/ T GRAT � E EN APPROACH SLAB -YSA- POT ST A.69+24 � '� , � ��T � � � � � � � , b'.'s� �' \ � � �� -YSA- POT STA.69+47.75 ONSTRUCTED UNDER 2��.�0' � MOV� -Y6,'/ . � \ �� \ �F � � G, SHOULDER �RM GUTTER � .q�•i � `\ � � �, �� ,�, �,� \,�� \�1 �� D RIDGE TO b-+ 80 - A- RT F�, �� \ F CONST RUCT ED UNDER T lP PROJECT U-2579G � �\ a�, �� , � I � - B Y I 5_ 4 2�' TB GI W ARRO SLOT �� T lP PROJECT U-2579G + � _ , � �o- � � Y17 559 �� a M _ � / ` �\ \_ �� o � D FLA GRATE �S�o. ��\ ��` ��/ �� +20.00 -Y5A, N F c � ' � R REMOVE �, i�� o �"� `,o \\\ ��\ \ �.� �\ 71.00 Q � o UE � � �� , �.. ,8 �� \ � 20� 0 Pnrtial Pu� hase ,9� �� \ �6��`E \ H EC� - - � , .p � �� U de U 579G J, �� - \ \ � � N X� p,. , i �' �'� �',o - _ � �s J� �� ,� � _ _ � � LARRY D. THOMPSON � � �� ,�� o ° c, �9 v' I � � � � + 0.00 �' . p , � � � � JANE T THOMPSON � � � �� Iv-� �� 53.�' �� ,'�E � � REMOV � `�;s �� DB 2113 PG 1940 C ��, � �� R � � + 50.00 -Y� / �� i39 N +53.00 � 6- +35.6 ;Yb;' ° k32• � �R�w �(� �� \� J' n�'� So, � • 37.0�' � , , $ . - s, g11 2, w e \ � �45.90� � \ / � � \ ,! ��1 W � ; p � 33. � � � �p�. o q0" � s�. \ � � �� '� � Z g p2e ''� + 45.62 -Y(�- \ �' � � � � � D�� JC' � ` S � � m � , \ / / + \ / � G � \ �� Y6 Pl Sto 2/+34.27 p= 48° 34' 2/.9" (LT l D = l0° 44' S8.8" L = 45/.85' T = 240.5/' R = 533.00' SE = 0.06 RO = SEE PLANS J � 33.00� �, � b8 Jd,zz sd�� . ,�- �; � -� �T � +93. 7 -Yb- �s� s`Y' F � P �`� `�� ;� � J PERAMENT DRAINA�E/UTILITY EASEMENT TO BE PURCHASED _ � �£9�I J�I 5£�Z 94 �Z = 1 F � \ '� R M VE 40 0' � � � �\ .s �� o-DUE�+i v � s \ "�0�� n,H13�a �� - � � \� � � � � � �� p�C� UNDER T lP PROJECT U -2579G � , `�� ; ap�•4� 9.16 - - � �- , � \\ � T -� � � � `�� X O� PERAMENT DRAINAGE EASEMENT TO BE PURCHASED UNDER � � � 198 �" �1�� . i ��' .00T � � � � � _ �"' ,'�,+ 1z p�s �� -- � R� vE \ o� L�X A`� ` ' 1�Q� o- P°E -�' T lP PROJECT U 2579G � o � Z � � � � �� "�'� � titi F � 'P s.�/` ��P��Q _ Z � $ ,L b L S O � � � � / + 93 J -Y6- � F�� \ � \ \ � � � �� $ RIGHT OF W AY T 0 BE PURCHASED UNDER T lP PROJECT U 2579G o M � �� -� 36 C0� 33.00� A � \�� ° ' \ `� ,, �,�� \ s� . � ��Q'�O Q PARCELS IMPACT ED UNDER T lP PROJECT U -2579G o ;� ❑ W��T � -,� \ ,� o , -so6� � � J - �� 18 + 93.77 ��N X3 ,�/ ds� ,o ��9�,�' �, O DRAINAGE T 0 BE CONST RUCT ED UNDER T lP PROJECT U 2579G L ,00•os � -BY15-542 � s3.o � � q� ��\ � \ � � '''- °35-�3• E w Z - B Y I 5 B- 4 2 2 �, N + 93 -Y = \ � � �°°�,°°� � .�,`�C�'��' T 0 BE CONST RUCT ED UNDER T lP PROJECT U-2579G J w �, 0 53.00 ,�� A� ��P �' ,��J 0 fGRADING, PAVING, DRAINAGE, & STRUCTUREI � � � . � �`;' TIMOTHY A. MONTGOMERY `� � � o � �k� o�i F yb �� PAVED SHOULDER z o CINDY B. MONTGOMERY � �' � ° � . �� . � �(�O � w �- DB 3035 PG 4335 '^ � � � .l� �j'�� , � ��' � z PB 22 PG 84 �ENNIS W. CARTER � �, Gj� c,o �� - � SUSAN CARTER Q �° G z o DB 1755 PG 2672 2 O-� �� ,�� 2 �2 PB 84 5 �� 2 � o r �A �� s � U �- Q_ 00 �� s � PAVEMENT TO BE OBLITERATED NOTE : FOR -Y4EB - PROFILE, SEE SHEET 53 -54 FOR -Y4WB - PROFILE, SEE SHEET 58 -59 FOR -YSA- PROFILE, SEE SHEET 83-84 FOR -Y6 - PROFILE. SEE SHEET 89 FOR T lP PROJECT U-2579G, SEE U-2579G PLAN SHEET 5 N � N > w � c�C � Purchased 2 05 Under U-2579G CITY OF W� ON-SALEM � DB 2183 PG 3156 � � E11tD C01�STR UCTI01� � (TIP PR�JECT U-2579G) ° � -YSA- STA. 81 + 25.00 � REVISE FILL SLOPE � TO 4:1 Q STA. 80 + 00 TO 80 + 50 -Y5A- RT � + 91.15 -Y5A- � EX. RiW ioo� raPER ro Exisr. + 50.00 -Y5A RT. & LT. SlD EX. fLW � �\ y ELIMI ATE CUT DITCH, STA 79 + 50 -Y5A- RT + 73.83 -YSA- 75.43' � rn -Y6 - Pl Sto l3 +9/.60 p= 7/° 04' 40.0" (RT l D = ll° 48' 48.8" L = 60/.66' T = 346.44' R = 485.00' SE = 06 RO = SEE PLANS rnl� � D�gs� � N � � � � X � `�/UC Purchased �I �- �� Under U-2579 I 70od O /) RPP DIVERSIFI� INC. � L� I � w� ��\0 �" DB 3095 PG 0068 �-_� w� o M� . 9�j p 2 PG 84 � o�� Q� �' /� 206 '" � oZ" �'� � �� Q� N 2 I a Sz Z � mo \ � � � = r M �rchased I � � O Z�der U-2579G / / � � �� Z m ` � � � �. . � � � _ +18.42 Y6 � �� \ �No � � I � � 53.00' �° N N _ Y � 7 _ � \`�-F'i �J ` + 46.82 -Y6- � I B 56 � � 5 0' + 14.15 - b-' �; W� EX. RrW 1ti ,PP� � \ , J S 6° 55` 34.8° E � =v ��' ° �`° UE DUE ~ N� o� pUE �. � 0519 �Q � �`�rREMOV� -- _------ - M� � � � v�� d�� z� - 2 a�R��yv s� s d�� ,z� - � �� 0 . w_' _ � � � _ 16'_�� y- - - W - i2fbFOV€- - �� `-�� w- � � «� � u�, w N o � N N iv Q � �/ �� ' � 6�1 �\ A G'� N N N N N O O F" W � MELVIN LEE SWISHER �/ � or � � � ,�� - � N � Q / / ?uT� , aur� JAMES LAWRENCE SWISHER �� /� � _ �81 2i'iNC. � I Z DBPB�22 PG 8406 � �/� � T i � REMOVE -� � _� � � �/� �� 6 zo' g%' _ �- �� ii � � Y DR/ � � GER�i� -- W� 2 O4 O�i �� 825/� � GI W/NARROW SLO Z W i i � H /� /� j � i FS 521 � i. c� E + 46.8 - 6- J U Purchased // / �\� / . � � � � / �� CHRISTOPHER DECOSKEY 40. o U� Under U-2579G / � GI W/NARROW SLOY3 � � EY � �, ��o � .�5 � CARLA J. DEOSK I-N � / � / �� + 7.0 -Y6B6 2�� 877 �Z J� �� s� / �� / � b .00' Under U-257 g 17 - 5 0 O�/�� /�� s �� I �NO� ��9� w � U �.� � , /� � '�,��e � � � 2 03 �' � -- �i i� �5 � � M. o , / �� o� , �' � / � M \ � � � �� f � i�/ �o � � 0601 �^'S i ► � � � a�sz �' - ,/ � �; S � �,`° � � - � � / / �o � TS , „ � /��; I W/NARRC�/ Q �P � \� /� � /`!�� -i�c � � i AA /�A VG A � +63.00 -Yb- ��36�� - Q �z5.uu' 40.0,r� ^' / � � �� Q � 1� > / �// E � ____-- S�` / ' -�,� � /� `� �-- 11 / � + 55 17 -Y5A- L�a aM� � + 13.00 -Y5A- 100.00' E � E ----- � S 36°05'25" E -�'-"�_ �� 209.��r,-,s� � L I W/IVHKKI�W L.BT'S� P / _ G + 63.00 -Y5A- � � O� j� + 50.00 -Y5A- O� 59.05 -Y5A- m_ i �/ s� � � 42.00' N� 54.00' - � � �� 9 � / so 120.00' 42.93 DRAIrJ' �lg 2- � v 2GI W/NARROW SL �N + 48.99 -Y5A- � + 40.00 -Y5A� . �.I � i '` � 90 � 6 � � � W � � v.i / 90 + 50.00 -Y5A- � 28.61' �s- �- EX, / � y6` /� / I / �SR ^ 42.00' �� . ��" SEAT ELEVATIONS - � W� � L T --__ 1 -� - \ - - - - - - � _ 810,92' 810 g' � N 35° 34' 11.3" W aRi�cE� zo� � _ SR 667 HASTINGS HILL RD� I 1___I 810,91' 1 \810,89' � WOODS � SEAT ELEVATIONS `�'s � �- _�'oR 8 �/ �� i obo R 4�P 5 052 __= o SA5 � - - ��',� .6Z � � � � � � 2G1 SLOTS w 24' �NC _ � - _ - _ OQ � � �-FS� �GI�W/N�,RRO�LOTS � \ _ - - - = o �o -I' CG � � � �� N p � N ('�� W � � / � � � � � � � � � O 16"DI - -P-��-� / 60 � �� // \� ____--__ � N o � � - __--- I�d. N ---__ _ --- � =---- y- �// a „1A/ p � � �� - � � Q� � o o - c,� Q` - '- � ��`�' � N 44_06� 33.7 �► _ - - _ _ - �4,P.S. 052 N� o -- -=N M - - -�h ��-- -------- ------- __- -------- 15" RCP-III FS I 0 W/LT -- --- --- - -------------- QZ , y� �-,�� bo Fs 15�� `n7 , � „ 24 RCP-III �' � \ 4 P.S. w 2G1 W/NARROW S � + 55.17 -Y5A- W � E w - - -�`` a2.00� „ GQ 2GI-A �. -----------_ O60 2G1-A W/ �� - �tc�r� � � E E - - -PIARR.QV�L SLOTS _ _ _ - - - � � a � V obo r __ ________ �� + 50.00 -YSA- E - � V pG a2.00� E E E �- N �OO Q �\� �� 64.00' + 50.00 -YSA- + 75.00 -YSA- �Z +50.00 -Y5A- � Q� FALSE CUT e , „ 97.00' 114.00' EX. RiW ��J��" ss '�r SEE DETAIL#1 N 7/ 59 45.2 E O 42.00' ENERGY f��ATOR BASIN # 1 Q`�� y D E E NCE EST. SS I RIPRAP +/- 70 TONS' ,� � + i4PS4�R -Y5A . DDE +/- 80 CY � �6 TyA � - Y S A- P O C S T A. 7 7+ 6/. 4� = 2 � 4 CIT ,WINSTON , ST. FF +/- 70 SY �. SH� I� SALEM WAT�ip HED � �ti -Y6- POT STA.IOfOO.00 CITY OF WINSTON-SALEM ,, ��'oiy,y +50.00 -Y5A- Under U�.^�o79G � Purchased � 4. � 65.00' c7 ' Under U-2579G 205 � � �. � � �, FROM STA. 78 + 50 TO 79 + 50 -YSA- LT � _� PROJECT REFERENCE NO. U-25796 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 31 HYDRAULICS ENGINEER ��' �..��N��' ��..�i N� ID� N�°Il" USE E� C�NS'JCIBUCTI�N -Y6- STA.17 + 25. 77 -Y6- STA.17 + 25. 77 C01�STR UCTED U1�DER C011tSTR UCTED U1�DER 'TIP PROIECT U-2579G) (TIP PROIECT U-2579B) o- ouE-0 PERAMENT DRAINAGE/UT lLITY EASEMENT T 0 BE PURCHASED UNDER T lP PROJECT U-2579G o- POE -� PERAMENT DRAINAGE EASEMENT T 0 BE PURCHASED UNDER T lP PROJECT U-2579G � RIGHT OF WAY T 0 BE PURCHASED UNDER T lP PROJECT U-2579G � PARCELS IMPACT ED UNDER T lP PROJECT U-2579G O DRAINA�E T 0 BE CONST RUCT ED UNDER T lP PROJECT U-2579G 0 T 0 BE CONST RUCT ED UNDER T lP PROJECT U-2579G �GRADING, PAV ING, DRAINAGE, & ST RUCT UREI � PAVED SHOULDER � PAV EMENT T 0 BE OBLIT ERAT ED NOTE : FOR -YSA- PROFILE, SEE SHEET 84-85 FOR -Y6 - PROFILE, SEE SHEET 89 FOR T lP PROJECT U-2579G, SEE U-2579G PLAN SHEET 5-6