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Home My WebLink About20190230 Ver 1_R-2582A Individual Northampton February 21 2019_20190222Staff Review Does this application have all the attachments needed to accept it into the review process? � Yes � No ID#* Version* � 20190230 Is this project a public transportation project? * r Yes � No Is this a DOT C•' Yes �' No project?* Reviewer List:* Garcy Ward:eads\gpward Select Reviewing Office:* Washington Regional Office -(252) 946-6481 Submittal Type:* 401 Application Does this project require a request for payment to be sent? * (' Yes r No Project Submittal Form * Please note: fields marked with a red asterisk beloware required. You will not be able to submit the form until all mandatory questions are ansv�red. Project Type: � New Project r Pre-Application Submittal r More Information Response r Other Agency Comments � For the Record Only (Courtesy Copy) New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre-Application Submittal - Please check the pre-application submittal if you just want feedback on your submittal and do not have the e�ectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an e�asting project. Project Contact Information Name: Kristi Lynn Carpenter for Philip Harris Who is subrritting the inforrration? Email Address: pharris@ncdot.gov Project Information Project Name: US 158 Widening/Improvements (R-2582A) Is this a public transportation project? r Yes � No Is the project located within a NC DCM Area of Environmental Concern (AEC)? � Yes � No � Unknown TI P#: WBS#: R-2582A 34472.1.4 (Applies to DOT projects only) County (ies) Northampton Please upload all files that need to be submited. aick the upload button or drag and drop files here to attach docurrent R-2582A Individual Northampton February 21 24.86MB 2019.pdf Only pdf or Ivre files are accepted. Describe the attachments: rJ By checking the box and signing box below, I certify that: o I have given true, accurate, and complete information on this form; o I agree that submission of this form is a"transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY') o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY'); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the online form." Signature: r� �r.r �r�rrr C�'rrt,cr�rr�t Submittal Date: ��ESTxiT� ��'�v�� Pi`'� ��uy�i - �c� � � °�^� °`� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR February 21, 2019 US Army Corps of Engineers 2407 West Sth Street Washington, North Carolina 27889-1000 Attention: Mr. Kyle Barnes NCDOT Coordinator Dear Sir: JAMES H. TROGDON, III SECRETARY Subject: Application for Section 404 Individual Permit and Section 401 Water Quality Certification for US 158 improvements from I-95/NC 46 in Roanoke Rapids to SR 1312 (St. John Church Road) in Northampton County. TIP R-2582A. Debit $570 from WBS 34472.1.4. The North Carolina Department of Transportation (NCDOT) proposes to widen US 158 in Northampton County. The Preferred Alternative originates at an interchange with existing I-95/NC 46 in Roanoke Rapids and extends 8.2 miles to terminate at SR 1312 (St. Johns Church Road). The purpose of this letter is to request approval for a Section 404 Individual Permit and Section 401 Water Quality Certification. In addition to this cover letter, this application package includes the following for R- 1015: ENG Form 4345, stormwater management plan, permit drawings, utility drawings, roadway plans, DMS Acceptance Letter, and 4B/4C merger meeting minutes. Purpose and Need The purpose of the project as stated in the State Record of Decision (ROD) is to "improve the trafiic flow and Level of Service (LOS) on this section of US 158; thereby improving safety; and to improve access to existing and future industry in this region" (ROD, p. 1). Project Description The overall US 158 improvement project (TIP's R-2582 & R-2584) is proposed to be a four-lane median- divided freeway, along with associated bridges, interchange ramps, and service roads, designed using NCDOT design standards and design guidelines developed by the American Association of State Highway and Transportation Officials (AASHTO) for freeway facilities. The widening will convert the highway from its current coniiguration as a two-lane facility to a four-lane, median-divided facility. The proposed facility will have 12-foot lanes, paved shoulders, and a 46-foot grass median. Widened portions, on existing alignment, will have partial control of access, while new location segments will have full control of access. The design speed for the road is 70 mph, which will accommodate posted speed limits of 65 mph. The location of the R-2582A segment is depicted in Figure 1 of the ROD. The improvement occurs primarily along the existing alignment of US 158, except for a bypass south of Garysburg which is partly MailingAddress: Telephone: (919)707-6000 Locafion: NC DEPARTMENT OF TRANSPORTATION FCIS: �919� 212-5%HS 1 OOO BIRCH RIDGE DRIVE ENVIRONMENT ANALYSIS UNIT Customer Service: 1-877-368-4968 R.SLEIGH NC 2%61� 1 S9H MAIL SERVICE CENTER Rni.E[GxNC27699-1598 Website: www.ncdot.gov on new location. This segment will have independent utility, achieving part of the overall purpose and need for R-2582 by improving conditions along US 158 east of I-95 through Garysburg. Additionally, R-2582B is currently unfunded. As such, the Department is only requesting approval to construct the R-2582A segment. Project Schedule Currently, R-2582A is scheduled to let July 16, 2019. Summary of Impacts Proposed permanent impacts to jurisdictional areas total 12.19 acres of permanent wetland impacts, 2,426 linear feet of permanent stream impacts, and 0.43 acres of permanent surface water impacts. The wetland impacts include 4.63 acres of non-riparian wetlands and 7.56 acres of riparian wetlands that will require mitigation. Utility impacts There will be <0.01 acre of permanent fill and <0.01 acre of temporary fill in wetlands as a result of utility relocations. There will also be 0.22 acre of hand clearing in wetlands due to utilities. Please see the attached utility drawings for more detailed information. Summary of Mitigation Mitigation for wetland and stream impacts will be provided by the North Carolina Department of Environmental Quality (NCDEQ)-Division of Mitigation Services (DMS). NEPA Document Status The Final State Environmental Impact Statement (FEIS) and the ROD were approved in March 2011 and September 2013 respectively for R-2582 & R-2584. These documents are available at https://xfer.services.ncdot. o�v/pdea/EnvironmentalDocs/Documents/. INDEPENDENT UTILITY The R-2582A segment is the only part of R-2582 currently funded for construction. This project exhibits the following 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 The R-2582A project is located entirely in the Roanoke River Basin (Hydrologic Unit 03010107). The project crosses numerous streams, unnamed tributaries, surface waters, and wetlands. Drainages within the R-2582A section are part of the Arthurs Creek and Trouble Field Creek watersheds, which drain southwards to their confluence with the Roanoke River. There are no Outstanding Resource Waters (ORW), High Quality Waters (HQW), WS-I waters, or WS-II waters within 3 miles upstream or downstream ofthe project study corridors or within the project study area. No stream that flows through the project study corridors is designated as National Wild and Scenic River or a State Natural and Scenic River. Wetland and stream delineations were primarily performed from September 2005 through May 2006 to prepare the Natural Resources Technical Report finalized in December 2006. The USACE and NCDWR field verified wetlands and streams in May, 2006. An Addendum was prepared to the NRTR in 2011 to cover two additional areas where alignments were shifted. These areas are east of the limits of R-2582A; the impacts for the current project are described in the 2006 NRTR. Field work was conducted in September 2018 to document any changes needed in the wetland and stream limits along R-2582A. Streams and wetlands were assessed by comparing aerial imagery from 2013 to the most recent. Following the desktop aerial evaluation, a field assessment of streams and wetlands occurred by spot-checking features to determine feature changes (if needed). GNSS/GPS data was collected at each area of change. Impacts to Jurisdictional Resources Impacts to jurisdictional wetlands and surface waters for R-2582A are summarized in Tables 1 and 2 respectively. Table 1. R-2582A Wetland Impacts Permit 2006 NRTR Permanent Temporary Mitigation Sie Number Label Type Impacts (ac.) Impacts (ac.) Required* 1 WA01 Riparian 0.38 0 Yes 2 WA03 Non-ri arian 0.004 0 Yes 2 WA04 & WA06 Ri arian 0.07 0 Yes 3 WA08 & WA09 Non-ri arian 0.21 0 Nol 4 WA07 Ri arian 2.38 0 Yes 5 WBO1, WB02 & Non-riparian 3.58 0 Yes WB03 6 WB04 Ri arian 3.10 0 Yes 7 WB06 Ri arian 1.35 0 Yes 8 WB08 & WB09 Ri arian 0.28 0 Yes 9 WB11 Non-ri arian 0.83 0 Yes 10 WB 12 Non-ri arian 0.0005 0 Yes 11 WB 13 Non-ri arian 0.01 0 Yes Total: 12.19 0 Note: 1 WA08 and WA 09 are isolated wetlands, old gravel pits (2006 NRTR p. 45) Z Riparian 7.56, Non-riparian 4.63 Table 2. R-2582A Surface Water Impacts Permit 2006 Drawing NRTR Stream Name Type Perm. Temp. Perm. Temp. Mitigation Site Label (lf� (lf� (ac.) (ac.) Required Number 1 SA01 UT to Arthurs I 101 10 0.01 0.002 No Creek 2 SA02 Arthurs Creek P 226 35 0.14 0.01 Yes 4 SA04 UT to Arthurs P 252 21 0.01 0.001 Yes Creek 6 SBO1 UT to Trouble I 826 9 0.09 0.001 No Field Creek 7 SB03 UT to Trouble I 480 63 0.04 0.007 No Field Creek 8 SBOS Trouble Field P 332 29 0.11 0.005 1'es Creek 12 SB02 UT to Arthurs I 209 2� 0.02 0.002 No Creek Total: 2,426 187 0.43 0.03* Federally Protected Species Table 5 lists the three federally protected species for Northampton County as of June 17, 2018. The red- cockaded woodpecker and bald eagle were discussed in the 2006 NRTR, although the bald eagle has been delisted from the endangered Species Act since then. The bald eagle is protected by the Bald and Golden Eagle Protection Act, and is not subject to Section 7 consultation. The Atlantic sturgeon was listed as an Endangered Species effective July, 2014. Scientific Name Common Federal Habitat Biological Name Status Present Conclusion Acipenser oxyrinchus Atlantic E No No Effect ox rinchus stur eon Haliaeetus Bald eagle NA Yes NA leucoce halus Picoides borealis Red-cockaded E Yes No Effect wood ecker Biological Conclusions for ESA Listed Species: Atlantic sturgeon Suitable spawning habitat for the Atlantic sturgeon consisting of flowing water and hard substrate does not exist in the study area. A review of NCNHP records updated January 2019, does not indicate a known Atlantic sturgeon occurrence within 1 A mile of the study area. Red-cockaded woodpecker The 2006 NRTR left the biological conclusion for the red cockaded woodpecker unresolved, although it did identify areas of potential habitat. NCDOT retained a consultant to survey the R-2582 and R-2584 projects for the red-cockaded woodpecker, and the results of that survey are detailed in an October 2007 report. This effort reached the conclusion of No Effect due to the lack of suitable habitat and no evidence of current RCW activity at any of the potentially suitable locations. In September 2018, a consultant reevaluated the potential impacts of R-2582A for potential effects on the red-cockaded woodpecker, including a survey for caviry trees in areas of suitable nesting habitat. The surveys reached the conclusion of No Effect. Northern long-eared bat The USFWS has developed a programmatic biological opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the northern long-eared bat (NLEB) in eastern North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for NLEB for the NCDOT program is "May Affect, Likely to Adversely Affect." The PBO provides incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for iive years for all NCDOT projects with a federal nexus in Divisions 1-8, which includes Northampton County where R-2582A is located. Bald and Golden Eagle Protection Act (BGPA) In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered, and removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) became the primary law protecting bald eagles. Suitable habitat does exist in the project area. Surveys conducted during preparation of the 2006 NRTR concluded that the proposed project will have no impact on the bald eagle due to the absence of nest sites, communal roost sites, or foraging areas for this species. This conclusion was reevaluated in 2018 for R-2582A and remains No Effect. An August 2018 review of the Natural Heritage database revealed that an eagle was observed April 27, 2014 near the Roanoke River, just over a mile southwest of the beginning of the project at the interchange between US 158 and I-95. Additional sightings of eagles have been made along the river at a greater distance from the project alignment in 2014 and 2016. Moratoria An in-stream construction moratorium, to limit the effects on fishery resources, such as the striped bass, has been requested from February 15 through June 30 (as per NMFS, USFWS, and NCWRC) on the three perennial streams impacted by the project (Sites 2, 4 and 8). Theses streams are perennial tributaries of the Roanoke River, which is listed as a primary nursery area by the NMFS. This commitment is speciiied on p. 95 of the FEIS. NCWRC plans to confirm this request is still valid. Essential Fish Habitat The project will not impact any Essential Fish Habitat (EFH) identified by the National Marine Fisheries Service (NMFS), and NMFS has not requested further consultation regarding EFH. Archaeological Resources Archaeological investigations were undertaken in 2011 along the initial 34.6-mile long study- corridor for the proposed improvements to US 158 in Northampton County from the I-95/NC 46 interchange to the Murfreesboro Bypass using a combination of widened existing facilities and the construction of some segments on new location. In 2015, design changes were incorporated into the R-2582A segment that necessitated additional investigations from a point roughly 1,350 feet west of the I-95/NC 46 interchange in Roanoke Rapids to a point 893 feet east of SR 1312, St. John Church Road. Within the A Segment of the proposed project, the archaeological investigations in 2011 and 2015 identified twenty-one (21) archaeological resources (31NP161/161**, 31NP277**, 31NP278**, 31NP279**, 31NP280**, 31NP280, 31NP281, 31NP282, 31NP283/283**, 31NP284/284**, 31NP285**, 31NP286**, 31NP287**, 31NP358**, 31NP359, 31NP360**, 31NP361**, 31NP362**, 31NP363**, 31NP364/364**, 31NP365**). None of these archaeological resources was considered eligible for the National Register of Historic Places (State Historic Preservation Office concurrence letters dated November 22, 2011 and December 14, 2015; ER 00-7745). It should be noted that two National Register of Historic Places-eligible archaeological sites, 31NP290/290** and 31NP317, are currently located in the remaining segments of the R-2582 project area. Historic Architectural Resources In the R-2582/R-2584 project area, 520 historic architectural resources have been recorded and evaluated, of which 36 proved to be listed on or eligible for the National Register of Historic Places. Subsequent development of the proj ect design has avoided or minimized its impact on most of the resources of concern. Three of the 36 resources are located in the R-2582A proj ect area. The Oak Grove Baptist Church (NP0431) is located just west of Permit Site 1, the Henry Stephenson House (NP0230) is not within or proximate to any permit site, and part of Longview (NP0233) is located at Permit Site 11. Findings of "no adverse effect" established for the Oak Grove Baptist Church and for Longview are contingent upon the use of temporary barrier and erosion control fencing during construction and the eventual installation of post-and-board, control-of-access fencing on both properties, as well as the development and implementation of landscape plans for those parts of the properties directly impacted by the project. A Memorandum of Agreement details the mitigation plan crafted to resolve the "adverse effect" finding established for the Henry Stephenson House. The plan includes the same fencing and landscaping provisions stipulated for the church and Longview properties, and additionally requires full photodocumentation prior to construction. The commitments for historic architectural resources are stated in the 2013 State Record of Decision and 2014 Right of Way Consultation for the R-2582A project. FEMA Compliance The project has been coordinated with appropriate state and local officials and the Federal Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway regulations. Avoidance, Minimization and Mitigation The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during planning and NEPA compliance stages; minimization measures were incorporated as part of the project design. These measures are discussed in Chapter 4 and Appendix F of the State FEIS, and p. 8 of the ROD. The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible. The proposed construction of R-2582A will result in unavoidable impacts to 12.19 acres of permanent wetland impacts, 2,4261inear feet of permanent stream impacts, and 0.43 acres of permanent surface water impacts. The wetland impacts include 4.63 acres of non-riparian wetlands and 7.56 acres of riparian wetlands that will require mitigation. The stream impacts include 810 feet of perennial stream that will require mitigation. The FEIS identified several potential onsite mitigation sites (FEIS, pp. 104-106). However, there is no onsite mitigation potential for the R-2582A section. The potential mitigation sites noted in the FEIS are along R-2582B which is unfunded for construction. Consequently, the wetland and stream mitigation will be provided by the North Carolina Department of Environmental Quality (NCDEQ)-Division of Mitigation Services (DMS). The wetland and stream impacts are in the 8-digit hydrologic unit 03010107 of the Roanoke River Basin. Indirect and Cumulative Effects Potential indirect and cumulative effects (ICE) attributable to this project were analyzed in a Qualitative Indirect and Cumulative Effects Assessment dated August 25, 2008. The results were summarized in Chapter 4.2 of the FEIS. Generally, effects to human and natural resources were found to be minimal. Regulatory Approvals Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the above- described activities. Section 401: We are requesting a Section 401 Water Quality Certification from NCDWR. We are providing this application to NCDEQ, for their approval. Authorization to debit the $570 Permit Application Fee from WBS Element 34472.1.4 is hereby given. A copy of this permit application and its distribution list will be posted on the NCDOT website at: https://xfer. services.ncdot.gov/pdea/PermApps/ Thank you for your assistance with this project. If you have any questions or need additional information, please contact Gordon Cashin at gcashin@ncdot.gov or (919) 707-6107. Sincerely, I . ��,� �� Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List U.S. ARMY CORPS OF ENGINEERS OMB APPROVAL NO. 0710-0003 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT EXPIRES: 31 AUGUST 2012 33 CFR 325 Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE F/LLED BYAPPL/CANT) 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Philip Middle - S. Last - Harris First - Middle - Last - Company - NCDOT-EAU Company - E-mail Address - E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- Address- City - State - Zip - Country - City - State - Zip - Country - 7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax 919-707-6123 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) R-2582A US 158 from I-95/NC 46 in Roanoke Rapids to SR 1312 (St. John Church Rd) 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Arthurs Creek, Trouble Field Creek, and UTs to both Address 15. LOCATION OF PROJECT Latitude: �N 36.468618 Longitude: �W -77.611234 City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, OCT 2010 EDITION OF OCT 2004 IS OBSOLETE Proponent: CECW-OR 7. DIRECTIONS TO THE SITE 'lease see attached vicinity map. I 18. Nature of Activity (Description of project, include all features) Widening of 8.2 miles of US 158 from I-95/NC 46 Interchange to SR 1312 (St. John Church Rd) in Northampton County. The proposed action involves a combination of widening, new location segments and other improvements to existing US 158. The R-2582A project includes a southern bypass of Garysburg. I 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The purpose of the project is to improve the traffic flow and Level of Service (LOS) on this section of US 158; thereby improving safety; and to improve access to existing and future industry in this region. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Wetlands and streams will be impacted by construction activities, i.e., widening of road, new locations, and installation of drainage structures. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards See attached cover letter. 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres See attached cover letter. or � Linear Feet See attached cover letter. 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter. ENG FORM 4345, OCT 2010 24. Is Any Portion of the Work Already Complete? �Yes �X No IF YES, DESCRIBE THE COMPLETED WORK 25. Addresses of Adjoining Property Owners, Lessees, Etc., WhOSB PfOPBffy Adf OIf1S lFl@ W8l@fbOdy (if more than can be entered here, please attech a supplemental list). a. Address- See attached list. City - b.Address- City - c. Address- City - d.Address- City - e.Address- City - State - State - State - E I�C-�.' State - Zip - Zip - Zip - Zip - Zip - �26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER * Would include but is not restricted to zoning, building, and flood plain permits DATE APPLIED DATE APPROVED DATE DENIED 27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. . .(u. ��'u,(.� a�a� (q �� SIGNATURE OF APPLICANT DA E SIGNATURE OF AGENT DATE � I� P h,� l i(� 5. }-IaY V i y, P� 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 2010 Minutes from the Interagency 4B Hydraulic Design Review Meeting State Project 34472.1.4 (R-2582A) in Northampton County F.A. Project: NHF-158(7) Meeting Date: September 19, 2013 Minutes Date: Final - October 30, 2013 Team Members: Tracey Wheeler, USACE (Present) Gary Jordan, USFWS (Present) Travis Wilson, NCWRC (Present) Ron Lucas, FHWA (Absent) Chris Militscher, EPA (Absent) David Wainwright, NCDWR (Present) Bill Stephens, URS (Present) Dennis Hoyle, URS (Present) Claudia Lee, URS (Present) Support Staff/Other Attendees: Chris Rivenbark, NCDOT-PDEA NES (Present) John Merritt, NCDOT-NEU (Present) Paul Atkinson, NCDOT Hydraulics (Present) Omar Azizi, NCDOT — SMU (Present) Scott Emory, NCDOT Div. 1(Present) Jerry Jennings, NCDOT Div. 1(Absent) Jason Moare, NCDOT Roadway (Absent) Bryan Key, NCDOT Roadway (Present) Robert O'Dell, NCDOT Roadway (Present) David Harris, NCDOT Roadside (Absent) Charles Cox, NCDOT-PDEA (Absent) Corey Bousquet, NCDOT Utilities (Absent) Sonia Carrillo, NCDWR (Present) Project Description: R-2582A is located in Northampton County and consists of improving US 158 to a 41ane facility with a typica146' median from NC 46 just west of I-95 in Roanoke Rapids to just east of SR 1312 (St. Johns Church Road). The project is approximately 8.4 miles long with approximately 5.4 miles widening along the existing roadway and approximately 3.0 miles on new location. Minutes: The "4B" Meeting for R-2582A was held on September 19, 2013 from 2:45 PM to 4:15 PM in the NCDOT Structure Design Conference Room C, at the Century Center Complex in Raleigh, NC. Introductions were made by all in attendance. Bill Stephens provided a brief description of the project and proceeded through the 4B Hydraulic Redline Plans dated September 2013. General: - It was noted that the current jurisdictional delineations have expired due to their age and that re- verification is currently underway by NCDOT. - Cross pipes in jurisdictional streams up to 48" will be buried below the stream bed elevations 20% of their diameter. Pipes over 48" will be buried 1' below the stream bed. - URS noted that the proposed drainage design currently shown on the 4B plans is preliminary and subject to change as the design progresses. Sheet 5: - Impacts include project iill in wetlands and a jurisdictional stream. - Existing stream water source was questioned on the JS (jurisdictional stream) on this sheet. URS indicated that the stream currently receives flow from the north side of the existing roadway as well R-2582A Hydraulics Design 4B Meeting Notes Page 1 of 4 as the south side of the roadway. Flow from the south side of the roadway (inlet end of the existing cross pipe) is from existing roadway ditches. Existing flow patterns will be maintained in the proposed design. It was questioned if only the channel on the north side of the project was considered jurisdictional. Currently the JS designation received from NCDOT shows the channel on the north side of the roadway beginning at the outlet end of the existing cross pipe as a JS. Sheet 7: - Wetlands present on the south side of the project. No impacts anticipated. No comments. Sheet 8: - Project impacts include fill in wetlands and a jurisdictional stream (Arthur's Creek). An existing box culvert is proposed to be extended. - It was questioned if sills could be added to the culvert to reduce the flow width. This culvert is being extended and the existing culvert has no sills. Adding sills to this culvert would reduce the flow area that is currently being provided and would cause increases in flood elevations upstream. - It was questioned if the check dam in the lateral ditch at the inlet end of the culvert will have stone placed in the stream. URS indicated that bank stabilization will be called for here to protect the stream bank at the ditch to stream transition and rip rap will be placed down to the stream bed. Sheet 9: - Currently no jurisdictional features located on this sheet. - The inlet location of the proposed pipe at structure no. 0905 was questioned. URS has not completed field work or drainage design at this location to determine the correct inlet location. Sheet 12: - Project impacts include �11 in wetlands and a jurisdictional stream. - It was noted that the stream and wetlands on this sheet likely extend further north across the proposed project area that what is currently shown. NCDOT NES indicated that this area would be studied during the re-verification of wetlands - It was questioned if the proposed cross pipe at —L-Sta. 142+30+/- would drain the wetlands on the south side of the project. Since the existing stream currently extends across to the north side of the project and the proposed pipe will be located in the stream, the wetlands would not be drained by the proposed cross pipe. Sheet 13: - Project impacts include fill in a jurisdictional stream. - The drainage features and structures on the right side of the project and —YSB- were discussed. URS indicated that this area appeared to be an existing storm water treatment device and that the outlet pipe was failing and collapsing into the existing outlet ditch. URS has contacted the property owner and the County concerning this device and its purpose and neither had any history or information. A representative from the NCDWR will check to see if they have any information on the structure. R-2582A Hydraulics Design 4B Meeting Notes Page 2 of 4 Sheet 16: - Project impacts include fill in wetlands and a jurisdictional stream. - It was questioned if the wetland area to the east side of —Y9- would be considered a total take. USACE indicated that if there was no connectivity between wetlands across the project and there was 0.25 acres or less of undisturbed wetlands left within the project area, the total wetland area may be considered a total take. This determination will be made after the re-verification of wetlands. - It was questioned whether the wetland area continues further east of —Y9RPA- than what is currently shown. This area should be checked during re-verification of wetlands. - URS indicated that the stream that flows from west to east through the interchange area would be piped and relocated through the project area. In the current preliminary design, the stream is proposed to be carried around the south side of Loop A through the wetlands by way of a proposed channel or ditch. Sheet 17: - Small area of wetlands located on the south side of the project. No impacts anticipated. No comments. Sheet 19: - Project impacts include fill in wetlands and a jurisdictional stream. - URS indicated that there were 2 separate channels on the north side of the project at the inlet end of the proposed cross pipe and that the one on the left (west) appeared to be the main flow channel even though it was smaller than the other channel. URS intends to shift the pipe inlet into the main channel. - URS recommends that the fill slopes in this area be revised from 4:1 to 3:1 to reduce impacts to the wetlands. - URS indicated that the defined stream channel on the south side of the project does appear to end in the wetland area as shown on the plans. Sheet 21: - Wetlands located on the north side of the existing roadway. No impacts anticipated. No comments. Sheet 22: - Project impacts include fill in wetlands and a jurisdictional stream (Trouble Field Creek). The existing box culvert is proposed to be removed and replaced with a new box culvert. - It was asked if URS could transition the stream less abruptly at the tie between the relocated channel and the existing channel on the outlet end of the proposed culvert. URS will adjust the design to show a less abrupt transition. - Low flow sills were recommended for this culvert to mimic the natural channel width. - URS indicated that the design of the box culvert will include burying the culvert 1' below the stream bed. Sheet 25: Small area of wetlands located on the north side of the existing roadway. Currently no impacts anticipated. No comments. R-2582A Hydraulics Design 4B Meeting Notes Page 3 of 4 Sheet 29: - Project impacts include fill in wetlands. - It was asked if the toe protection shown on the south side of the project was impacting the wetlands and if so could it be removed. This is a location where there is a proposed lateral ditch ending at the wetland boundary and the general slope of the natural ground is toward the proposed fill slope. Typically a lateral ditch along the fill slope would be continued to protect the fill slope from erosion. However since this is a wetland area, toe protection is being recommended instead of a lateral ditch to reduce impacts to the wetlands. Sheet 31: - Area of wetlands located on the north side of the project. No anticipated impacts. No comments. Sheet 32: - Two areas of wetlands located on the north side of the project. No anticipated impacts. No comments. Sheet 34: Project impacts include fill in wetlands and a jurisdictional stream. This sheet is the end of R-2582A and the beginning of R-2582B. The fill in wetlands and stream occurs on the R-2582B section of the project. The existing box culvert shown on this sheet occurs on the R-2582B section. The description of the pond located on the north side of the project and whether it would be impacted by the project was questioned. URS indicated that it appeared to be an old farm pond and that impacts would be evaluated as the project hydraulic design progresses. No further comments. Meeting adjuourned. R-2582A Hydraulics Design 4B Meeting Notes Page 4 of 4 Minutes from the Interagency 4C Permit Drawings Review Meeting State Project 34472.1.4 (R-2582A) in Northampton County F.A. Project: NHF-158(7) Meeting Date: February 14, 2018 Minutes Date: Final - March 22, 2018 Team Members: Kyle Barnes, USACE (Present) Gary Jordan, USFWS (Absent) Travis Wilson, NCWRC (Absent) Ron Lucas, FHWA (Absent) Chris Militscher, USEPA (Absent) Garcy Ward, NCDWR (Present) Support Staff/Other Attendees: Paul Atkinson, NCDOT Hydraulics (Present) Meme Buscemi, AECOM (Present) Bill Stephens, AECOM (Present) Gordon Cashin, NCDOT Env. Analyis (Present) Kevin Fischer, NCDOT Structures (Absent) Clay Willis, NCDOT Div. 1(Absent) Pablo Hernandez, NCDOT Div. 1(Absent) Gary Lovering, NCDOT PMU (Present) Robert Gallo, NCDOT Roadway (Present) Brian Yamamoto, NCDOT PDEA (Absent) Mark Staley, NCDOT Roadside (Phone) Ashley Cox, NCDOT Utilities (Present) Dayton Martin, NCDOT Utilities (Present) Rekha Patel, Summit (Present) Dan Duffield, Summit (Present) Project Description: R-2582A is located in Northampton County and consists of improving US 158 to a 41ane facility with a typica146' median from NC 46 just west of I-95 in Roanoke Rapids to just east of SR 1312 (St. Johns Church Road). The project is approximately 8.4 miles long with approximately 5.4 miles widening along the existing roadway and approximately 3.0 miles on new location. Minutes• The "4C" Meeting for R-2582A was held on February 14, 2018 from 3:00 PM to 4:00 PM in the NCDOT Structure Design Conference Room C, at the Century Center Complex in Raleigh, NC. Introductions were made by all in attendance. Bill Stephens provided a brief description of the project and proceeded through the 4C Permit Drawings dated February 2018. General: - It was asked if the project jurisdictional delineations were current. NCDOT to verify. Site 1: NCDWR asked if the proposed drainage ditch from —L- Sta. 37+00 LT to 38+50 LT could be removed. According to drainage calculations, that proposed ditch is required due to the amount of discharge it will carry, therefore the ditch must remain. Site 2: - NCDWR asked if the proposed culvert extension would be buried. Because the existing culvert is not R-2582A Hydraulics Design 4C Meeting Notes Page 1 of 3 buried, the proposed culvert extension will not be buried either. Proposed culvert extension outlet elevation sits at the stream bed elevation, not considering the existing scour hole. NCDWR inquired about the outlet of the proposed ditch at —L- Sta. 87+34 RT. The proposed ditch outlets to natural ground and flows to the existing stream. Site 3: Corps asked if the roadway fill slope could be changed from 4:1 to 3:1. Gary Lovering stated that it would be preferred not to change the roadway fill slope for safety reasons. If the fill slope were to be changed to 3:1, guardrail would have to be installed back around the bulb, creating a hard angle in the guardrail that would present a safety hazard. Also, adding in the guardrail would add 3 feet of width to the roadway, which would lessen reductions of wetland impact with a 3:1 fill slope. Corps reminded the group that there was a 4B commitment to reduce the fill slope to 3:1 in wetlands wherever possible. Garcy Ward asked if the proposed roadway ditch at site three outlet to natural ground. Yes, it does. Site 4: - Most recent wetland boundaries to be referenced into permit drawings. Site 5: Kyle Barnes asked if it was the height of the fill is what required the taking of the entire wetland. Paul Atkinson stated that it was unsure if the entire wetland was being taken. The most recent wetland file would need to be referenced. Upon investigation, the wetland file dated 03/21/2014 does not appear to delineate the entire wetland on the west side of the site. KB asked if a bridge was discussed as an option for this area. Gordon Cashin said he would look back through project records to see if he could fmd out. Garcy Ward stated that he would like to know if the wetlands were considered high quality. Gordon Cashin said he would look into it. Site 6: - Most recent wetland boundaries to be referenced into permit drawings. - Kyle Barnes requested to know the area of the remaining wetland within the loop. If it no longer has a water source feeding it and is less than a quarter acre, could be considered a complete take. Area of remaining wetland is 0.46 acres. - Garcy Ward asked if rip rap on the stream bed would be warranted due to erosion or scour was a concern at the pipes outlet on the northeast side of the site. The design velocities are low for this pipe outlet and. rip rap on the stream bottom is not believed to be necessary with these velocities. - Garcy Ward asked if the roadway fill slopes could be changed from 4:1 to 3:1. Gary Lovering stated that they could not place guardrail on such tight loops. Site 7: Kyle Barnes — Aerial images indicate a solar farm has been constructed between sites 6 and 7. Also believes there is a wetland delineation missing. Gordon Cashin to look into the missing wetland. Based on aerial photography, the solar farm located at about —L- Sta. 215+00 RT, does not appear to be in conflict with the proposed project. Garcy Ward asked how the pipe alignment was chosen. Bill Stephens stated that the pipes were aligned with the main channel as determined during field investigations. R-2582A Hydraulics Design 4C Meeting Notes Page 2 of 3 Garcy Ward asked if the rip rap pad was necessary. Bill Stephens stated that it was to minimize erosion or scour because the pipe outlets to a marsh area and not a defined channel. Kyle Barnes asked if inechanized clearing is considered a permanent impact. Yes it is. Site 8: - Garcy Ward asked why the existing channel segment was being abandoned. Bill Stephens stated that it was because the segment was under the proposed fill slope. General: - It should be noted that impact values may change after some re-evaluation. - Updated permit drawings will be posted 2/15/2018 - If missing wetland found, area needs to be evaluated and included with permit drawings. - Ashley Cox requested the impact delineation dgn file. No further comments. Meeting adjourned. R-2582A Hydraulics Design 4C Meeting Notes Page 3 of 3 �'�!. i1N[ '�''1�� 9.t �o 4 �� '� .`�P -��;��• �. .�� `��' �i� _--r w "�°"-' . �� ROY COOPER Governor MICHAEL S. REGAN seQerory 7'IM BAUMGARI'NER Dlrector Mr. Philip S. Harris, III, P.E. Environmental Analysis Unit North Cazolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: NORTH CAROLINA EnvironmentalQualtty February 20, 2019 Subject: Mitigation Acceptance Letter: R-2582A, US 158 / NC 46 from I-95 / NC 46 in Roanoke Rapids to SR 1312 (St. John Church Road), Northampton County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on February 20, 2019, the impacts are located in CU 03010107 of the Roanoke River basin in the Northern Inner Coastal Plain (rTICP) Eco- Region, and are as follows: Roanoke Stream Wetlands Buffer (Sq. Ft.) 03010107 Non- Coastal �Cp Cold Cool Wann Riparian �p�� M�h Zone 1 Zone 2 Impacts (feet/acres) 0 0 810.0 7.56 4.63 0 0 0 *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. DMS commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instruxnent dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, James . S ai�fill DMS 11�v� Management Supervisor cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR File: R-2582A �E�� North Carolina Department of Environmental Quaifty I Division of Mitigation Servlces 217 W. Jones Street I ib52 Mail Service Center I Raleigh, North Carolina 27699-1652 919.707.8976 H i hw'c1 North Carolina Department of Transportation �Stormwater ' ,,,.,,,,., Highway Stormwater Program ��'� STORMWATER MANAGEMENT PLAN �'=�""� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34472.1.4 TIP No.: R-2582A County(ies): Northampton Page 1 of 2 General Project Information WBS Element: 34472.1.4 TIP Number: R-2582A Project Type: Roadwa Widening Date: 1/24/2018 NCDOT Contact: Paul Atkinson Contractor / Desi ner: AECOM/William Ste hens Address: 1000 Birch Ridge Drive Address: 701 Corporate Center Drive Suite 475 Ralei h, NC 27610 Ralei h, NC 27607 Phone: 919-707-6707 Phone: 919-854-6200 Email: atkinson ncdot. ov Email: william.ste hens aecom.com City/Town: Ga sbur Count ies : Northam ton River Basin(s): Roanoke CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Length (lin. miles or feet): 8.22 Miles Surroundin Land Use: Residential, Agricultural, Light Commercial Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 77.3 ac. 25.4 ac. Typical Cross Section Description: 4-lane, ditch median divided. Primary shoulder section with areas of shoulder berm 2-lane shoulder section with roadside ditches and 12-foot lanes. Limited storm sewer. gutter. Ditches and storm sewer. 12-foot lanes. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 8000 Year: 2035 Existing: 6100 Year: 2016 General Project Narrative: R-2582A involves the widening of US 158 from a two lane shoulder section roadway to a four lane shoulder section roadway with a ditch divided median. The Arthur's Creek (Description of Minimization of Water culvert and the Trouble Field Creek culvert are the major structures on the project to be either extended or replaced. The existing Arthurs Creek culvert is proposed to be Quality Impacts) extended on both ends and the Trouble Field Creek culvert is proposed to be replaced. Stormwater management is accomplished in grass ditches where possible. Lined ditches and storm sewer are also used on the project where needed. Riprap pads are used at pipe outlets and along stream banks to prevent erosion and reduce descharge velocity in most cases to non erosive levels. Velocities for all ditches are designed to be non-erosive for the Q10 storm. Pipe culverts up to 48" in diameter located in jurisdictional streams are proposed to be buried 20% of the pipes diameter. Pipe culverts 48" and larger and the box culvert at Trouble Field Creek are proposed to be buried 1'. Waterbod Information Surface Water Body (1): Arthur's Creek NCDWR Stream Index No.: 23-28 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Arthur's Creek Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) H \�� h��,�� North Carolina Department of Transportation � gStormwater i'� I ,,,..,,,,., Highway Stormwater Program STORMWATER MANAGEMENT PLAN �--- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34472.1.4 TIP No.: R-2582A County(ies): Northampton Page 2 of 2 Additional Waterbod Information Surface Water Bod 2: Trouble Field Creek NCDWR Stream Index No.: 23-29.2 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Trouble Field Creek Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � � � � � � � � I I I I � I I I I � � I I I � � � � � I � I � I I I I � � I � � � I � � I � � I � � � � � � + T � a m � N � 0 � � � .3 0 i c � � 0 � > C W � � � � �_ �� o� �° � 6,0� o�� ,T� �_� �� N�� See Sheet 9-A For Index of Sheets See Sheet 9-B For Conventlonal Sym, See Sheet 1-C For Survey Contro7 Si N � � N � .� � V W � � � � � LONG FARM RD. -Yl- STA.28+8L2/ END CON57RUC7/ON TO � _ � SITE 8 LONG FARM RD. -Yl- S7A.I0+00.00 BEGIN CONSTRUCTION �c� � �z o� �m SITE 2 �► �Tr 7 /1 eEciN comsrRucrioN � � -L- STA 198+g2.00 H,«roP aR S ITE 6 -Y10- STA.U+30.00 � _� j 0 JqCK � � � � •� � V � � O V �� 1�ORTHAMPT01� C� U1�TY LOCATION: US 158 FROM I-95/11tC 46 IN ROANOKE RAPIDS TO SR 1312 (ST. JOHN CHURCH RD) TYPE OF WORK GRADING, DRAI11lAGE, PAVING, RESURFACI11tG, GUARDRAIL, SIGIVALS AND STRUCTURES. WETLAND AND SURFACE WATER IMPACTS PERMIT FEBRUARY 2019 �s , BF_GIPI -Y7- BHIDGE END -Y7- BR/DGE BEG -L.- STA 169+56A9 -L- STA I70+84.49 c iT� 7 C ITC i� � � �s ,58 -Y14- STA.17+53.63 END CONSTRUC7/ON ,�,��... �,�� '�vs�G:� �� * ► OLD HIGHWAY RD. -Y13- STA.15+00.00 � uS A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GARYSBURG. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. PERMIT DRAWING SHEET 1 OF 53 R-2582A )I +OO.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LEIIIGTH Prepored in tne office of: HYDRAULICS ENGINEER ADT 2017 = 6200 DIVIS70111 OF HIGHWAYS 50 25 0 50 100 ADT 2037 = 8200 LENGTH ROADWAY T.I.P. PR0IECT R-2582A = 8.149 MILES 1000 Birch Ridge i�r., Raleigh fvc, z�6lo o� Wo�pa Q�� ` � D H V = 11 ��O 2012 STANDARD SPECIFICATIONS Q�' QO Qo PLANS D = 60 % ''E � � 50 25 0 50 100 T= 21 0�0 : LENGTH STRUCTURE T.I.P. PROJECT R-2582A = 0.071 MILES jZjGHT OF WAY DATE: GARY R. LOVERING, PE s,cxAruxE: q g V= 70 MPH June 30, 2017 �Ro�scr excrN�n ROADWAY DESIGN ENGINEER �� PROFILE (HORIZONTAL) * TTST =14 DUAL=7 ��'aQ �Q°Q FUNC CLASS = TOTAL LENGTH OF T.I.P. PROJECT R-2582A = 8.220 MILES LETTING DATE: BRYAN C. KEY, PE °� 4�� 10 5 0 10 20 EXPRESSWAY / FREEWAY December 18, 2019 PRo�Ecr nEs,cx Exc�xEEn PROFILE (VERTICAL) STATEWIDE TIER P� SIGNAT[IRE: BEGIN T.I.P. PROJECT R-2582A � � ,�. �... ,�� ou � . =�,�^ -roslrx- aor sro.ro�tnm ... ,_ � � r,. `, \ -ORIVE- PI Sla 13�2120' p � 2]'IS'2/BfLTI �.o ,. ' 0 = 381Y493 �� \ � \� �''., \ R = 150LG' � T 31A5 tm CO+1� L�E E�L. �� ,.. .a , , „ ,� u, a. ,.oM n. , „ 9, .,o ,. v �� v� vv� � ` � \ �\ \\ \ \ . 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(m ros� 0"+c �a s FROM STA. 13+00 -Y2- LT TO STA. 13+75 -Y2- LT o�¢— Lengih= 10 F. ��jva,;am�jEo D= 1.5 Ft. STA. 38+59 -L- LT SITE 1 —Y2— POT Sta. 14+34.60 -L- l'0/ Sto. S�f+`L/.00 \ _: -L- l .� .�TO. 4`J*/tlJb MICHAEL H. WRAY El UX fi— ,. �_ ___� - - �,. DB 787 PG I12 � 3a�..�� --... �'- �..- ___ ___' EiP� ��--.-. PROJECT REFERENCE NO. SHEET NO. R-2582A 5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER llN��lla� � �11i�1V � DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION O O + O � JESSE J. P,OOK H�IRS_._._ I. oe a�s Pc acc � , '� " . _ . ANNIE F. WILLIAMS �SPECIAL LATERAL V-DITCH �LTER ES ET UX �- CORA MAE MA�YO � DB 77IPG 439 SEE DETAIL 15 p P �BER(P.�j�YK�ET L1X / �1 pB 676 PG 819 EST.2 TONS CLA B RIP RAP � � DB�7 PG � ! � T RIC S I � I E5T.7 S.Y GEOT � - PUE �' . , ..� � s � � I I � n�_ U: � � � / I I �� '� _ - sr� �n.r a � v-oir s I � "� � i I � � � � y see' oeTna � � � I � -I 1 �� ; I _ -a �, � � � � I I I a; sPean� i,o�ersn� v oircN O � � � �� `r " / � _ e. N . 5 _ — � � �I�- � �� / SEE DETAIL 1 Q /�, � � C Y ,,... � � � _ ', � � SPECIAL CU�DIT I � r�ni� �' �— PUE �UE PUE — PH�' - - aUE �UE �U _ `�PLE �PUE + c D � � � � � �' p r M � F '`-C — �i-_ �� C ---C �_ � C_____ < -\__ 78'`RCP �/�R � C �� I �'� II ,.. � `-� �_�_� '.� \ 1 I�I C A��.. .-.�� r-�, C�'�� _ � .. . _ � ' �' '' I / < _,'�.- �_ — — � �� YI' — / C �— C � �� F F . _________ < - ' � � I �'Ty"-� T/, • �— — I ____— --- � Q ~ PLACEO R PL RAP ON NBANKS ONLY - I -. I .' 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V i,` r . � C. � � ; , z - _ � . � � L� SEE DETAIL i � � � � � ti J .. 1il � '. � {�C3 � . ��V I 7 I� � ��-��-- � o-� o '' saecin� vct an� I � I � 1 �C� �oecK � cv � � v-oircH w�,senn �� o F €� i Y BASE'SPECIA�UT RAL DITCH-j; � SEE DETAIL 13,_ I - ISBKO � I I see oeud� iz � � ae1�iN � v'�� 1 � I�-�, �� a � � �� I , ,� � i I �pye _ — � � � -II �� I "`� �� F � F DENOTES FILL IN � � � I JERRY WRIGHT z a os a� Pc 9sa I� � � WETLAND I � I � � s SpECIAL LATERAL V-DITCH� I l J � � ,� . , � '� � SEE DETAIL 1 , DENOTES IMPACTS IN �'�� ' � SURFACE WATER � ...�„�� .�X�.�,. DB 574 PG I45 MB II PG 29 _ oT �,.. ,�. � R C F - � ��to - �� '� � V � � �- � � J � I I � cECK � � � � � i I�� HEDG�ROw �o �� 8 ��, _ � M �� o N �N � n I ___ 5 JE E J. R�u:< DB 5 4 F, 25 PB 3� � i33 ROBERT L EDMONDS JR FESSIE PORCH ET AL J E ROSCOE HEIR$ \ ET UX DB 327 PG 219 DB 599 PG 693 �\ \ �a�:�F � \ `v DENOTES TEMPORARY ASHBY SYKES HEiRS r FLORA R.PITCHFORD DB 458 PG 463 _ eEaT� > IMPACTS IN SURFACE WATER �_�t a��ri�i_n JUDITH SYKES - Utl 491 PG ;88 ET Al. � � DB 519 PG A6 � DB &06 PG 7IA � DB 06E PG 179 DB 770 PG 213 - ' � � � �_ _ .. _._ '�' ._, . _ . . _ . -,. i :.i. - - i .. . . � . � p'a------- SEE ENLARGMENT o SHEET b OF 53 I � � � EARLIE ROOK - �-- � DB 87IPG 285 � M e PC $f0. ll�f�l.l8 � � Z / � pso MARVIN GARNfR ET 11X � � OB 584 F� 406 . / 5 37°26'27^ E _ 293.52' �- ti� N� � � � � A,► p �`A, �� \�� -L- POT Sia.43+09.06 ioa o ioo r GR/v,l� D��"�YY I�� - � T� , w GROVER RooK -y3- POT Sta. 10+00.00 S H E ET 3 O F 5 3 � fi?� DB 929 PG 416 ' -Y2- POT Sto. 10+00.00 scA�E »- rvi �ra. i N 48° 24' /6.3" E DETAIL 14 SPEGIAL CUT DITCH � N � ro s�ie) � F.o �<F a.� °� �ioaa c�o��e 3:i � ��"a� oe� D Min. D= 1.5 Ft. FROM STA. 47+00 -L- LT TO STA. 48+35 -L- LT DETAIL 15 SPEpAL LATERAL 'V' DITCH �N �ro scoie� urol � ,�� o� . G�a�nd 3.� p F�o s� Slape Min. D= 1 Ff. FROM STA. 10+64 -Y3- RT TO STA.11+00 -Y3- RT FROM STA.10+99 -Y3- LT TO STA.11+60 -Y3- LT O O + ir1 R �8 Ob,� ` � � 6 � � m � � � � w a ° �ro o-� ti� Nc� DETAIL 1 DETAIL 9 DETAIL 13 SPECIAL L4TERAL 'V' DITCH SPECIAL CUT DITCH SPECIAL LATERAL 'V' DITCH � Nof �0 5<ale� ( N � �o Svale� � � N 1 ta Scale� � �on�h � Fii Na�ural � �°� � Fill Na��ral 3 � A'� �� Slope 3� Siope d� Ground 1 F\o��e� No��ral Ground � 3:/ p F\ �s 5lone �cHP�� Ground 3./ D � Min. D= 1 Ft. d Min. D= 1.5 'rt. Min. D= 1 Ft. FROM STA.36+50 -L- RT TO STA.38+05 -L- RT Max. d- 1 F+. FROM STA. 38 I 65 -L- LT TO STA. 42 � 40 -L- LT Type of Liner= PSRM FROM $TA.38+90 -L- RT TO STA.47-30 -L- RT DETAIL 12 FROM STA. 43+50 -L- LT TO STA. 47-00 -L- LT SPECIAL LATERAL BASE DITCH FROM STA. 12+95 -Y2- RT TO STA.13+27 -Y2- RT FROM STA.49+50 -L- LT TO STA. 58-00 -L- LT �� SLO1e� . DETAIL 16 urol � o�e F�II PIPE OUTLET CHANNEL G�a�nd 3,.� p AF\ � slope � No� to Scole) ryp � -� E��tl �Ground '. � Min. D= 1 Ft. 8= 2 F. i s F�. (m ros� ��. FROM STA. 13+00 -Y2- LT TO STA. 13+75 -V2- LT Lengih= 10 F. ��jva,;am�jEo D= 1.5 Ft. STA. 38+59 -L- LT DETAIL 14 SPEGIAL CUT DITCH � N � ro s�ie) � F.om <F a.� °� �ioaa c�o��e 3:i � ��"a� oe� D Min. D= 1.5 Ft. FROM STA. 47+00 -L- LT TO STA. 48+35 -L- LT DETAIL 15 SPEpAL LATERAL 'V' DITCH �N �ro scoie� urol � ,�� o� . G�a�nd 3.� p F�o s� Slape - Min. D= 1 Ff. FROM STA. 10+84 -Y3- RT TO STA.11+00 -Y3- RT FROM STA.10+99 -V3- LT TO STA. n+60 -Y3- LT O O + ir1 R �8 Ob,� ` PROJECT REFERENCE NO. SHEET NO. R-2582A 5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER llN��lla� � �11i�1V � DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION O O + O � JESSE J. P,OOK H�IRS_._._ I. oe aas P� acc � 0 SITE 1 a MicHat� i1. wRuv �r ux �,— ` -L- TS Sfa. 4+l � _ . . . - � �-, DB 787 PG I12 �� - �.� � � ..�� . .. L2. PO�T SOaJ'Sf�L7OO --CAROWB 09NEBAR�DEN T_SEEC ETA�TSR.4LV-DITCH .,,., ..f_ `,__ _..,,��y SEEC ETA�TE�ALV-DITCH LT�ER PS ET UX BE .. YKE ET �_ 0 M89��__.. u�tiNIE F.Wi�i_LIAf,4S _ �i�... _.�- ', �- � EST.3\TONS CL4S5 8�@JP RAP \ \\ I, � E5T.2 TONS CLA B RIP RAP � D�7�PG r /� 1 Z � DB ��IPC 439 �\�: _ EST. 10 S.V. GEOTE%TILE FA \ { / �EST. 7 S.Y GEOT T S, RI � S � F I I Er I L� � \ o �\ � �� i \ E 5 S - ' o l ` i 1�� PU � �� V / � �� o� K �� i' / I I ' ��' �� .� `� � \ �1 � -�� ' �Y�I� �i I � �� . 15�' � LV-DIT � � .I�� / �l, . ,'. . O � �, • ,�....SPECYAI IATERAL V-DITCH �� . ' / . I� � .,� � '� �� 1�- DFTAIL � I I / S,.', �IrJ.,, � ', I I �,..�,. y� SPECIAL L V DITCH �- O � � F � F O . \. �EE dETAII 1 \ .� �, .. I � TEMPORARY IM TS `/\ ��,� � C i^ �` . ( � 1' � �,�c ra y� I'�-- I ��, / ` ` r. s SEE DETAIL 1 O + SURFACE WATE � : , � -�— PUf ' Ue �E.. � �--PUE @UE.-�1-A^�� - �E � - PH� r � � �Svean� CUY"dii � �� \ � � - aUE hUE '� �U� _ ` PUE �' PUE + � PU � PUE � PUE $'`- PUE R � . c . I / V� � �`5 � �I / � / A � ' I � M � 'F' , � ' � --;� .� �-.��.. `� �V �. � ,� � � � ia- � � �� ' - I i � C' .>. ,� � , : R , ' .��'�.. - � c' � c � � _ �_ �c c �� :< -- �. 8,.ecP y �. Xc W = �— � F F,��, .'`�- PIPE Ol}TLET CHAII*NEL ` ��.. . I i I �� -_____ ___ _. <t;":'"_ � ,- _� - �'� � � �^� f � ��, .: I � - � rr- - i _ �- 1 � C � • � - " < - - � -- \ ge v , , I.: � - ._- . .I I, ' , /r I I /// -_ ' ,�I II J /I ,/ _ �!J � � I �, F N p� PLACE R�2_ P ON BANKS OI�LY . ' � . I \ I�i I C� SEE DETAIL l6� _ I _ I I : q / � �, I L � I i - - � . � � � _ .-,�- �'��1�r- '� � - I >- � .. � �� _ -, � � � �-. , � J J ^ _ � i � "� � � . �i � c� J '- il _ i - � / � . _ � - : ; '� � ,r � _ � � - - ' � � . � �' � � .. .��. 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I I I .' � a s o' o � � �� =�--�'e i '>, DENOTES FILL IN \�bZ` � , SpECIAL LATESEE DEDTAILH I � � I �- -- � � �� " � � � RO�KJ. � s t �'; �� , � � DENOTES IMPACTS IN � 1948 � DB 5 4 FG 29 �' � � � �` „ SURFACE WATER �� Ps s� , i�3 ` 43 �i � � ROBERT LEDMONDS JR � �� I � >f '� FESSIE PORCH ET AL J E ROSCOE HEIRS , Y �,-. DENOTES TEMPORARY ASHBY SYKES HEIRS DB 599U G 693 DB 327 PG 219 \ `" t'�_eEaT� s IMPACTS IN SURFACE WATER F�oRa R. PiTCHFORo DB 458 PG 463 '�� -°y- LEE BELFIELD ET A� JUDITH SYKES � ��ti \ � un vyi r� ,sna � DB Si9 PG r16 � DB 806 PG 7i4 DB 06E PG i79 ' \__ \ \ ,\ I %, _ __ DB 770 PG 213 � / � � � � � - � i �i ��'F \ .. , � -., .,,, e . n� �. � .. - .' . - ... - � - , .. . . . ET �X �'9 �9 �EE. ENLARGMENT \.,PB 57a PG i45. � ' � � +'s .r _ __ __ - __ _ Yn��. MB II PG 29 . ' ` ---� ' � ' N � SHEET 6 OF 53 I - � - PT Sto. f,�+04.62 � `�' 0 � -, ��. � �� = FAkLIE ROOK r .' � - � � � � � ` DB 87I PG 285 � M -Y2 P� Sta ll-t0/.18� � �. z �' 6 Qs°� � m �,� C � �m � MaRviN QR'�`R Er ux `, � „ � - � DB 84��G 406 � � \ � S _ � � � 293.52' �- �-J �� \� �_\ �'�t �,�,� _ pCDA,► p � `A, � _�,. -L- POT Sia.43+09.06 ioa o ioo r GR/v,l� D��"�YY I�� ,� a�� e �� Ro�ER RooK - -y3- POT Sta. 10+00.00 S H E ET 5 O F 53 ''. � ' F �`� ., , , . DB 929 PG 416 � ' � �' � � -Y2- POT Sto. 1Of00.00 � � . , � ' -� scA�E � � »- rvi �ra. i N 48° 24' /6.3" E � � o, � w � � � x ¢ N m u� N � � � i o� � � 0 � � � � 0 w � � � w ; �E � �� o�� =E ��m N�e 0 5 10 PROJ. REFERENCE NO. SHEET NO. �TTI R-2582A 07 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 W--L�ND m J 0. 13 :� 6.1 0.013 4.56:1 1 9.83 6:1 — — — 1 — — — — — — — 122.95 3� 40 + 0.00 s,T� , PER IT RAWING __ SH ET 0 OF 53 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 � I �' PROJECT REFERENCE NO. SHEET NO. 6 I � DETAIL 9 DETAIL U DETAIL 18 DETAIL 19 R-2582A 8 � SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH / RNJ SHEET NO. �Na��a Smle� (No�fo Smle� �No�io S�ale) (No�fo Scala� —L I o o ROADWAY DESIGN HYDRAUUCS ��<" 3 o'<F F,�� Pls Sta 75+24.24 Pl Sto 77+80.56 Pls Sto 80+36.38 ENGINEER ENGINEER Naturol � A'� Slape Na�urol ��p No�ural F'ill Ground 3'/ F\o 0� Ground FOHg�� A'�O��s� Slope Gro�nd 3 A.\ °< Slape 1°�i Slope _ _ _ I � e�� d � E ' D F�o�e( �°o��a a:� F�� e 6S 4° /2' 46.5" � 8' 46' 00.3" (RTJ 65 4° l2' 46.5" M��. o= , Ft. M��. o= , F�. U M,,,. o= , F,. a ° Ls = 300.00' D= 2° 48' 3/.0" Ls = 300.00' pN�� g= , F LT = 200.06' L= 3/2./4' LT = 200.06' I � Man. d= I Ff. DO NOT USE FOR 1 W ACQUISITION TVPe o, �;�e,= ,sRM Min. D= 1 FL ST = IOO.O�J' T= 156.37' ST = 100.05' FROM -L- STA. 73+00 LT TO -L- STA. 79-50 LT FROM -L- STA. 79+50 LT TO -L- STA. 81+60 LT Type af Liner= PSRM Max. d= 1 Ft. ][�]E�]E][,][�IN Ig�Y ��LAN� FROM -L- STA. 75+00 RT TO -L- STA. 60 �-50 RT FROM -L- STA. 83+00 RT TO -L- STA. 84+00 RT R= �Z,O�IO.00� IFROM -L- STA. 89 I 50 LT TO -L- STA. 90 F�0 LT FROM -L- STA. 84+24 LT TO -L- STA.85+60 LT SE = 06 Do NOT USE Fo CONSTRUCT1oN Vd = 70 I DETAIL 20 DETAIL 21 DETAIL 22 DETAIL 23 M� I LATERP.L'V' DITCH LATERAL'V' DITCH SPECIAL CUT DITCH PERMANENT ROCK CHECK DAM iNo��o s�a�ei �Ho��o s�o�e� iHo,�o s�o�e� (Ho��o s�a�,� DETAIL O� r.om I �_ Ha� �_ Na��oi on<n FALSE SUMP �/ NaNrol Fill urol Fill Graund 3'1 dF�o��e� Slope ( Not to Stale) % Gro��d d 3.) p � 1"��. Slope Gro�nd d �) p 3.� 1'4�. Slope d p �o. I Min. D= 1 Ft. �v / Median Ditch Iµ Max. d= 1 Ft. Geo�exrile Geotex�ile o�iCry 9 � 2 I Min. D= 1 Ft. 6' Min. D= 1 F. Type of Liner= CL-B Ri�Rap 6= 5F1. Mox.d= 1H. I\ Max. d= 1 F. � si K I^/ (See Chon Belowl ," ]0' � GI I IType of Liner= PSRM Type of Liner= CL-e Rip-Rap 6- 5 F�. FROM -L- STA. 87+33 RT TO -L- STA. 88+50 RT s�io oPE �-5— etc. '�., FROM -L- STA. 84+00 RT TO -L- STA. 85+50 RT FROM -L- STA. 86 �, 03 LT TO -L- STA. 89+50 LT S=Ditch Slope C� Proposed Ditch — Difch Grode L Ditch Grade L I DETAIL 24 o.oi Ta z.oi zo� o�e.a.oi ro e.or ao SPECIAL NT DITCH H.c. O�er 2.0% To 4.0% 30' Over 6.096 50' I �Ho��o s�oiel F�om s�oPE O Fi« M FROM -L- STA. 84+24 M nNwE TuooR o �� , , D6 02E PG 164 �h Naw,oi � n� re� smae � c.o��a � p F�� 1� DENOTES FILL IN DENOTES IMPACTS IN I � d i roNs cuss s sTONe encH F F WETLAND � SURFACE WATER Min. D= I it. Type ofLiner= PSRM Mox.d= 1 Ft. FROM -L- STA.85+00 RT TO -L- $TA. 85-08 RT ' " � = DENOTES MECHANIZED DENOTES TEMPORARY I FROM -�- srn. e�+ss RT TO -L- STA.91+00 RT o .'� .' .' ,� CLEARING � IMPACTS IN SURF�CE WATER � IINLET CHANNEL � % STREAMBANK STA6ILIZATION ';�, SEE DETAII A NEDA SOBHANI I . TRIPLE 9'X 9' SITE � � � RCBC EXTENSION DB 967 PG 334 y, I O � '� EST.3 TONS CL45S B RIP RAP / � � EST. 2 TONS CLASS B RIP RAP EST. 10 S V. GEOTEXTIIE FABRIC� O /� �y 1 , EST. 2 TONS CLP.55 B RIP RAP I I ` � � EST. 7 S.Y. GEOTEXTILE FABRIC O PUE - 1' BASE SPECIAL LATERAL DITCH EST. 7 S.Y. GEOTE%TILE FABRIC � � � � C' E�p� �� ' TEMPORARY IMPACTS IN� �a.�Ra.�v-oircH sn � Rio�E oEVE�oPMENr AssN,iNc. V C W— SPECIAL LATE C�DPSRCMH �,, / SURFACE WATER �'✓�CLASS B RIP RAP PU l a I .,. . �—_ � SEE DETAIL 1 �, ��y � ;� SEE DETAIL 21 Oi 65� PC �52 + ,- saean� cur �ttsN �� —�� - �—�pUE �� FILL IN p E �l `` � � � � ' � c E � I � I SEE DETAIL 9 � � � - PUE � 1� - > � - - - > - - - > PUE .�J futANDS � � pU � J--> -- - - `-_� - �.y�� I� PUE i -- - - - - - - - — — — - - - —� r �_ � rn E � ' F`-��-° � � � E R i �-� � DE�� Peaa� �a �v oir Q � _>>� .. PUE I . I � � 5 TERA GH-� __ _. t I E DETAIL 9 � ;;. _ __t F F __ '. _ - N _ - . F.. _ � c c �i � , , _ _ __ _ -_ —� .,__ = .,. F -- — .. _ _ Ih LL � � 1 F � h �� F I- � - - - � . � — -� ---- > L - . - PUC� �E �O SE _ J - _- � __ - _ _ - - TA 5746 __ _ -- F � � � � rue � e I .� - - .. - -.- - . — � STA 85+0 _ LT _�� W$ - . � - - . _ _ - . _ _ _ _ _ - __ .__ -_ — t \ -rl 1 _ _ _ _ _ _ _ _ L S S.S-%" BEGIN SBG � F P � P E �_ • _ " _ _ _ . :._ - __ _ _ 0 L ..._ _ __. _ _ _ _ - _ _ _ -- � — i ��y _ � �i > _ I � _�_ .,-,: - _;.-- _ __ _ � .�..�� —'..-.---� �-_' -__ _ _ _ — _ ��_—�"�i, .�.,�� ...�� -,,.... 'f' _ _ .. _ -- ---- -- , � - - - _'_ ° - - - _ � ° - - - - - - sTn. a�+n -�- �r �� r� ---i �- — O U ELBO � _ J: _ - _ _ _ _ _ - _ _ — �- � _-__ I W = _ _ _ _ ---- ___ F , -_ w . i � en+e _ _ o• �� - — -- `' -L - � - �v - - --- -___ '' '' �� - - - - - I S 54, � E.. " - - _ - -- , . t=/) 6� 24" z�i . es_ - is„ G n ��3 FQ - � _ N _ _�_. . , �_ - , ----__ I W r` 6� 5q, �24 E - - --- — J �_ _ W - � _ > ---> ---- I N > - -- - _ ---- � ----- ,- -- - > _ -- -� — � W c! � � -- _ I Z — � y — c — c c c — � .. _- • .,�,.� „�� . ....' �- --- :: > Q� c � — — — �. �.�'�W�-� � �.. _ /F� STGIN SBG -- - J SPECIAL CUT V-DITCH � � � �-�-'> / \ P. 85+00 -L- RT F'� � �1 �(,, I � SEE DETAIL 9 �' �L I � � �J-�� \ f � \ W I � V / � � � � / � / � C � � � � F _—_— ELBOW�S 2 EIND SBG T STA_ 87+17 -L- RT SPECIAL CUT V-DITCH .L � � � �l �y 1 � � �y I � � � � �� \ wra-e �e RnP t,/) � �_>> � r , - �l �y I � � �y sPeany cur v-oircr+ / - � � � � � � see .. ^ r DETAIL 22 � \ � � � � � � ;m� �/PSR SEE DETA��20 � � TRIBC EXT NSYD ��:• �� F ^ �p.T�� \...... N I� � � � � � � SEE DE AIL 17 SEE DETAIL 23 LATEkAL V-DI CH TD i rtl `=� � \ `, C �\------- a \ � � y � � \ �l �l � Q / � � � � PERMANENT ROCK CHEGK DAM � � � ��\ � � � ---- � -' W � � �- I C � � �� / / �� / ii � / m� EST.7 S.YNGEO EXSIB RIABRIC C �J � � � i EXCAVATION ' '-� � i y� ; / � W � � �% /I� ° Z I g SITE 2 I�Re�a NLAND Llzn�qqN � ��/� � T� 5�FACEI WA ERS IN � � � SEE DEfAIL B i� CUT y_ H � HENRv �oNc � � � � TDE � � �saecpeiai� I� OB 1017 PG [0 ,.. - \� � SEE 9 D�7C � O � � SEE ENLARGMENT I � DETAIL A DETAIL B 0 S SUITER JF? SHEET 10 OF 53 INIET CHANNEI OUTLET CHANNEI � \ STREAMBANK STA9ILIIATION STRFAMBANK STABILIZATION DB S71PG 33J 0 \ �Nollo Scole� (Nolio 5<ole� I� PROP.E%CAVATION w \ _ _ EST.45 CY DDE / I � ` — � � -L- CS Sto. 79+36.33 T �A u� �� GftOOND GROUND � T I � -L- ST Sta.82+36.33 N � W O STREaN,BANK STaBILIZaTION KEY-IN J— P E RM I T D RAW I N G d }_ fST. 65 TONS CL15S I RIPRAP 1 FT � I I KEY-IN Wi90 SY GEOTEXTILE FABRIC I� � PROP.STREAM BED O E IOO� O� IOO� � FT -� B EST. 45 CY DDE �� g- S H E ET 8 O F 5 3 ON SiREMnBANKS ONLY O�1 Fi [' nNNc I j N p��6 INLFT CHANNEL B- 22FT - 30FT VAR. �� RO T0B) B ITO TO��VAR. �ST�90�ONSSCLASSI�IRI�AP � l SFT - 4.SFT VAR. D 2.SFT - 4.SfT VAR. � �s E � SCALE r is Fr r= is Fr nza svi ceor�me Fneaic \. ON STREAM�ANKS ONLV NCC E I � I �' PROJECT REFERENCE NO. SHEET NO. 6 I � DETAIL 9 DETAIL U DETAIL 18 DETAIL 19 R-2582A 8 � SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH / RNJ SHEET NO. �Na��a Smle� (No�fo Smle� �No�io S�ale) (No�fo Scala� —L I o o ROADWAY DESIGN HYDRAUUCS ��<" 3 o'<F F,�� Pls Sta 75+24.24 Pl Sto 77+80.56 Pls Sto 80+36.38 ENGINEER ENGINEER Naturol � A'� Slape Na�urol ��p No�ural F'ill Ground 3'/ F\o 0� Ground FOHg�� A'�O��s� Slope Gro�nd 3 A.\ °< Slape 1°�i Slope _ _ _ I � e�� d � E ' D F�o�e( �°o��a a:� F�� e 6S 4° /2' 46.5" � 8' 46' 00.3" (RTJ 65 4° l2' 46.5" M��. o= , Ft. M��. o= , F�. U M,,,. o= , F,. a ° Ls = 300.00' D= 2° 48' 3/.0" Ls = 300.00' pN�� g= , F LT = 200.06' L= 3/2./4' LT = 200.06' I � Man. d= I Ff. DO NOT USE FOR 1 W ACQUISITION TVPe o, �;�e,= ,sRM Min. D= 1 FL ST = IOO.O�J' T= 156.37' ST = 100.05' FROM -L- STA. 73+00 LT TO -L- STA. 79-50 LT FROM -L- STA. 79+50 LT TO -L- STA. 81+60 LT Type af Liner= PSRM Max. d= 1 Ft. ][�]E�]E][,][�IN Ig�Y ��LAN� FROM -L- STA. 75+00 RT TO -L- STA. 60 �-50 RT FROM -L- STA. 83+00 RT TO -L- STA. 84+00 RT R= �Z,O�IO.00� IFROM -L- STA. 89 I 50 LT TO -L- STA. 90 F�0 LT FROM -L- STA. 84+24 LT TO -L- STA.85+60 LT SE = 06 Do NOT USE Fo CONSTRUCT1oN Vd = 70 I DETAIL 20 DETAIL 21 DETAIL 22 DETAIL 23 M� I LATERP.L'V' DITCH LATERAL'V' DITCH SPECIAL CUT DITCH PERMANENT ROCK CHECK DAM iNo��o s�a�ei �Ho��o s�o�e� iHo,�o s�o�e� (Ho��o s�a�,� DETAIL O� r.om I �_ Ha� �_ Na��oi on<n FALSE SUMP �/ NaNrol Fill urol Fill Graund 3'1 dF�o��e� Slope ( Not to Stale) % Gro��d d 3.) p � 1"��. Slope Gro�nd d �) p 3.� 1'4�. Slope d p �o. I Min. D= 1 Ft. �v / Median Ditch Iµ Max. d= 1 Ft. Geo�exrile Geotex�ile o�iCry 9 � 2 I Min. D= 1 Ft. 6' Min. D= 1 F. Type of Liner= CL-B Ri�Rap 6= 5F1. Mox.d= 1H. I\ Max. d= 1 F. � si K I^/ (See Chon Belowl ," ]0' � GI I IType of Liner= PSRM Type of Liner= CL-e Rip-Rap 6- 5 F�. FROM -L- STA. 87+33 RT TO -L- STA. 88+50 RT s�io oPE �-5- etc. '�., FROM -L- STA. 84+00 RT TO -L- STA. 85+50 RT FROM -L- STA. 86 �, 03 LT TO -L- STA. 89+50 LT S=Ditch Slope C� Proposed Ditch - Difch Grode L Ditch Grade L I DETAIL 24 o.oi Ta z.oi zo� o�e.a.oi ro e.or ao SPECIAL NT DITCH H.c. O�er 2.0% To 4.0% 30' Over 6.0°6 50' I �Ho��o s�oiel F�om s�oPE O Fi« M FROM -L- STA. 84+24 M nNwE TuooR o �� , , D6 02E PG 164 �h Naw,oi � n� re� smae � c.o��a � p F�� 1� DENOTES FILL IN DENOTES IMPACTS IN I � d i roNs cuss s sTONe encH F F WETLAND � SURFACE WATER Min. D= I it. IType ofLiner= PSRM Mo..d= 1 Ft. FROM -L- STA.85+00 RT TO -L- $TA. 85-08 RT ' � * DENOTES MECHANIZED DENOTES TEMPORARY FROM -�- srn. e�+ss aT To -�- srn.9i+oo Rr o .'� .' .' „ CLEARING � IMPACTS IN SURF�CE WATER � � IINLET CHANNEL � % STREAMBANK STA6ILIZATION ',�,' NEDA SOBHANI 0 SEE DETAIL A ( I� � - ieiP�E 9' X 9' �+I�� DB 967 PG 334 � I ��/ / �� - EST 3 O RCBC EXTENSION � . , ,- i � �' ,� � �I / S � � � � " � -- T NS CL4SS 8 RIP RAP / � / /�' EST 10 S�V�GE07FXTIlE FABRIC� i / / 0 I / 1 / / / �/ �, � I / �� 1 I \ EST� TOSiS �LASS kl &7P�gAP , \ � ` / � � � E5T.2 TONS CLP.55 B RIP RAP I ' / � / // 1 � � ' � � � �� i ES � 7 5 . GEOT iL�"� FABRIC� � � � � EST. 7 S.Y. GEOTEXTILE FABRIC � /I P� / � / / � 1' BASE PECI LATE L DITCH / //� \ � ' � � � , \ \ \ ( / / I O C '�'/E„�� /�\ ! I, pU� � ��ae�nuie� � / J/ ( I I� \\` \ \� �ye'cio.� w�a�C P�"c,�i �� -�k �.i S£�RAC^RY IVJA ERS IN� wc�ss�a RIPCRAP Sn D RiDGE DEVEPoPME!dT AS>n�.ir!c. 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D 2.SFT - 4.SfT VAR. � �s E � SCALE r is Fr r= is Fr nza svi ceor�me Fneaic \. ON STREAM�ANKS ONLV NCC E I � I�' i PROJECT REFERENCE NO. SHEET NO. � � INLET CHANNEL � R-2582A e `° DENOTES FILL IN STREAMBANK STABILIZATION 'i ROAowAY �IGNEETNO. HYDRAUUCS I F F WETLAND SEE DETAIL A NEDA SGBHANI ENGINEER ENGINEER I ��** DENOTES MECHANIZED TRIPLE 9' X 9' DB 967 PG 334 dNc��.� ��..s��v� � �� CLEARING RCBC EXTENSION DO NOT �sE FOR dw ..�Q��S�T�oN � � � � 1�1E�lE1Ld�AIN IB�Y 1�1LAN� IEST. 3 TONS CLASS B RIP RAP DO NOT �sE Fo WNSTRUCTION EST. 10 S.Y. GEOTEXTILE FABRIC � / y� � TONS CLASS B RIP RAP � /� �� I�� SITE 2 � S.Y. GEOTEXTILE FABRIC � EST. 2 TONS CLASS B RIP I / � I� � � EST. 7 S.Y. GEOTEXTILE FABRIC � � i � i � �DENOTES IMPACTS IN `, SPECIAL LATE CV-DITCH I � TEMPORARY IMPACTS IN v>rEr�a� v-��TCH �� SURFACE WATER � � � I � � wiPSRM � �y � I� � �� SURFACE WATER wic�a,ss s�iP R,a,P � � ; � SEE DETAIL 1 '�,c.� � SEE DETAIL 21 / � DENOTES TEMPORARY '�� —�— _ � � ��, � �� IMPACTS IN SURFACE WATER �� FILL IN �� E � � p� � ` ''Y �f E�t_Al�l D� - p�1 � �, p � / � v e � PVE � _, �� DE, � !� � � P1JE , PUE ',, R I� �-- � d � , i C � � �--� � p � W ' v ' A ^ 1�� F � I - -� �� '� �� ;� �. � ; _ _ F F C C' 1— �. � — — — _ __- F � �" �� _ � , �-- F --- , `n � � _ _ � - - -- � � c _ _ _ - -- I > �-- E x � �� : _ - , ' PU � B�GIN CULVERT - � B� �� _B- - � �''�� F� -� _-�., ; �� ,� � PUE I G S G k_� U ELBOWS �� j R L - ST A 85 �57046 �� r, � - - — - � STA. 85 + 00 -L- LT =`�%��-�� _ - � - _ i � � _ _ - _- - - — _ --- „ l � � ` � TJ�I� F ��j,�!I-�, — - �- - � _ u� � - — — _ ,- � � - w _ _ — — — _ _ _ -__-- -- ---- - , -- ---- $TAD. 87+C�17 -L- LT F �`\ �= ��, 1-�r f ��yz — � _, - _ ,� _ — _ _», -`�` � _ _ __ _ _ , -- - — _f t � — — - � — �G I_ _ _ - � _L _ . _ _ _ _ �� /�� 1�_ ;END _ _ _ � - - F rv�- _ — — _ - - — --__ I f�� a ��3 - - -- — S 60°54�� _- - _ _ _ __ - - �- � „ - �-- _ __ - _ � _ e4 E ' ��.- �5-- r- _ _ _ _ _ 2 G1 F,� ,-,, : GI / _ _ , - � _ - ,, _ � __ _ _ , _ __ �; . _ _ _ . : -- I "' - — _ , - �, —- � _ � � - - - - -�_ - - S 60� 5. I _ S 6�° 54' 12.4^ E � � — _ _ ' _ _ _ — ` � — — — � — � -- -- --- - _ _ � : BEGIN SBG -- - -- I C �\ _ ' /��\ STA.85+00 -L- RT - -- --- _ _ � - , -- - - - - _ - ---- --- - - � _ �w<e �i � \ � � � , � � � � � ELBOWS � 2G1 � � � � � _ � � F END SBG � w � �I � � � , � � '� � `� � � � � � � __ � STA. 87+V -L- RT -SPECIAL CUT V-DITCH , �' � U W/CL-B RIP RAP � � � � �� -- `--�� k �;, � � � SEE DETAIL 22 I � � SPECIAU CUT V-DITCH p � � � � — � _ ^ i � W/PSR� U , � ,�. � � F — _ '�r' f�;� � �� SEE DE AIL 17 LATERAL V-DI CH -� T �' TRIPLE 9' � �� F � T,r, '�`�%- � ' � � SEE DETAIL 20 - BC EXT NS�� r �C� ? �'r r � � `�� y � Ct� CEr 1,�-t�"L=1 � � E � ` �; �, " � � � , `„ ; c , -------------- � � . t _ � o � � PERMANENT ROCK CHECK DAM-' � T�� `�� /P �_ _ � � � ) SEE DETAIL 23 �� , , `y � � / � � �j � � = ry _ A C I E � � �'� '� R � ��- EST. 2 TONS CLASS B RIP RAP ° EST. 7 S.Y. GEOTEXTILE FABRIC � � ; � SITE 2 EXCAVATION �! �'= �! �� ,� , � o i I w � IN WETLAND � � � � w ouT�ET cHaNNE� � �y �� ; p TEM� RARY IMPACTS IN � STREAMBANK STABILIZA�T�pN � m � �aFACE WATER 50' 0' 50' � �� PERMIT DRAWING sEE �Erai� s � �� s �' � TpE � � � �-� SHEET 10 OF 53 �� \�� scA�E �_ � \ \ I N�� . � �E I S ITE 2- PRO F I LE VI EW ALO N G STRU CTU RE �� -300 -250 -200 -150 -100 -50 0 + 50 + 100 + 150 + 200 + 250 + 300 � � N w � � � Q N � � N � N ; �, � � 0 , � � � E � 0 � w � � � � w ; �E � �� ,�� o�� =E ��m N�e 0 5 10 PROJ. REPERENCE NO. SHEET NO. �iiTrl R-2582A 12 1 0 1 0 1 0 1 0 1 0 1 0 90 0 0 60 50 40 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 ETLAND WETL ND `� o S I I� 2 `�� 0.025 6:7 6:1 0.025 � °' m i 3:1 _ _ — — 3:1 � — � _ _ —Z� --- 3.� _ _ 67.66 — 85 + 0.00 � — — —j—. — — � PER IT RAWING SH ET 1 OF 53 1 0 1 0 1 0 1 0 1 0 1 0 90 80 0 60 50 40 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 � � 6 � DETAIL� � E� � FALSE SUMP N I No� �o Smle� Outside Ditch . Iz a� Tro ic F�,�.1 20:1 �� GI r 5— S=Ditch Slope � Proposed Dit<h FROM -L- STA.95'-26 LT DETAIL �F FALSE SU�MP o ( Not ro Sc le) Outside Ditch Troffic Flow �� Z� 20 � _ _ P pe Ouflet�'� � 5- � S=Ditch Slope C� Proposed Dtch ' FROM -L- STA. 91+11 RT DETAIL FALSE SUMP �Notto Swle) Median Ditch 9 -.{ 2 � �See Chorl Below� '," 20' � GI �- $ — efC. S=Ditch Slope 4 Proposed Ditch FROM -L- STA. 95 � 26 M FROM -L- STA. 100 �-76 M —L — Pls Sta 102+35.83 Pl Sta 107+85.54 Pls Sta 113+33.00 65 = 0' 59' 47.2" �= 9° 36' 14.6" (RTJ 6s = 0' 59' 47.2" Ls = 200.00' D= 0' 59' 47.2" Ls = 200.00' LT = 133.34' L= 963.83' LT =/33.34' ST = 66.67' T= 483.05' ST = 66.67' R = 5,750.00' SE = NC Vd = 70+ O + O SAND RIDGt DEVELOPMENf ASSN,WC. �EST.S TONS CLASS B RIP RAP DB 653 PG 552 � DENOTES EXCAVATION �EST.2 TONS CLASS B RIP RAP I EST.14 SY.GEOTE%TIL FABRIC IN WETLAND � EST.7 S.Y.GEOTE%TILE FABRIC �SPECIAL lA RAL V-DITCH � SEECDETAIL zb-DITCH W/PSRM SEE DETAIL 9 � � �� SITE 3 `� � � � nne¢+�aNize� � �y CLC�4RING � � �� i j �\ � : � I I �, �• � � - I � �l z � � O �I k' >y �l D Y- � t�� I 0 F, t�l PU� ��'�- ay � V��w V `�;, �- �.A �l� . � '�� PU ' � E�CAVATIOtJ �` � a� � � � �� <� � O E c F� �` IN YJETLQNU _�� ' � '_ �, �,� �-�"� '� wa- F � � � `� I PU �y �y � �-w�e- �y � / �^ \ \I \� / _' ,�\ �' �y . � al � + � _ - UE � �- �`' c',� . �y �y , O u '. � -- � PU � H �� PUE �� PUE 3y� PUE � \ y �� _ z , -� �'- -- �1,�---- e F' . � - RE VE� � G ..R/ � �� - . .� . _ . . . _ _ -> \ � . ., . '� _ ._��. . . . . _ . .. . �:..---- _ � . .� � � \� 1 � \ � — � � W C� gO��l� � � . .� , C � C — Q� __ - — -� . — _ — - -�— � 2GI � �-- - FS J —_ ---�-------------------------- . . — I . ��-� - _ - � � .t _ � REMovE=. � .-. W �5" R�P = DI N W p N � Fs � W I> Z , J � �\ _ ;' R � V � ��SPECIAL CUT V-DITCH SEE DETAIL 9 N H � � W a � ti tis �vCC -L - u �1i� . � �'��- REMOVE FS—"-�o�_� - - - . - . - Cn� o�A Y PROJECT REFERENCE NO. SHEET NO. R-2582A 9 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N�� . ��.a��.� DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION � -- --- — � �' �SPEC,{AL TERAL V-DITCH, ISE€ DET IL 4 -Y4- POT Sta. 13+22J9 � I I w JESSE ! I � � CORLEY I �li I I JOHNSON I �� DB 667 PG 42� I ;:�' i W � .� � 559°I4'01^E " '. 9o.or �:� I�. SAND RIDGE I �M 'i)EVELOPMENII. SAN� RIDGE DEVELOPMENT ASSN,INC - ,.II N INC I � SAND RIDGE DEVELOPMENT,INC ' I a � I DB 653 PG 552 ,i � � I M I iz i i E FI � ��Ic � � � ��s. � ; � I �.I SAND RIDGE I �_DEVELOPMENT� � TDE�' - .cs I i - WC � 2'BASE7qILDI7CH �TDE' . _ SAND RIDGE DEVELOP}y1ENT,INC �e�.�� I Ip W i O W/CLA55 I RIP RAP — SEE DETAIL 27 � 0 f ' -t__ PUE PUE PUE J - . � C � � C __ � � �. - � � IAL CUT V-DITCH ��, SPECIAL CUT V-DITCH�. SPECIAI CUT V-D T F � W M SEE DETAIL 26 WiPSRM DETAIL 24 .. �SEE DETAIL 24 .� ' < �L-- — _ F � -------- - � � - ,� _ � � i� ------ f .. �_/- F _, � .. . � _ — _ -- � . �_ _ .. . ��_ � � � � _ , � , F R � i i -� ---- � � \ PUE �a �_� - - �\� / c c c c i --- �� '� TOE PROTECTION QjQ = 72.7 Cf5 �� SITE 3 SEE oE,A�� z8 �,o = 4.8 fp� w DENOTES FILL IN � � F F y�/ETLAND � '„ � � � E�EN8TE�1C� D * . . < CLEARING o s sui1ER �R DB 57IPG 333 DETAIL 4 DETAIL 19 DETAIL 26 SPECIAL LATERAL 'V' DITCH SPECIAL L4TERAL 'V' DITCH SPECIAL CUT DITCH � Nor �o s�nlel � No� �o s�alcl I rvo� �o scole7 � Fr I FII DiKF NaNral �L. 1�� FII 1°� Slopa Naturol � k� �¢� Slopo p�. No�u�ol 3'� Ground J�� F\o Ground 3.� D F�O e� Slope Gro�nd 3') p F��e � d Min. D= 1 Ft. Min. D= 1 F. Min. D= 1 Ft. T of Line.= PSRM Max. d= 1 Ft. FROM -L- STA. 92+50 LT TO -L- STA. 94+00 LT FROM -Y4- S7A.11+50 RT TO -L- STA. 106+50 LT rPe FROM -L- STA. 98+00 RT TO -L- STA. 114+00 RT FROM -L- STA. 91+15 LT TO -L- STA. 9�-50 LT DETAIL 24 DETAIL 25 DETAIL 27 DETAIL 28 SPECIAL CUT DITCH SPECIAL LA7ERAL 'V' DITCH BASE TAIL DITCH TOE PROTECTION (Not�o Scole) (Natta Scalel INo��o Scale� �Na��a Scolc� Fran� Nalurol No�ural pP Na�u�al p� °� Oi�cF Gro�nd �:� 3�� Gro�nd NATURAL '3'� -((E0. GROUND F� Ground `!'I E\ �e� SIoPe Nai I y1 °� Fill d D � d D Ground 3� D F�Oe� Slope Geo�e.�ue g Min. D= 1 Ft. d Min. D= 1 Ft. - - Ma.. d= 1 Fi. d= 1 Ft. Type of Liner� PSRM Max. d= 1 Ff. Min. D= 1 F�. '"/hen e is < 6.0' B= 2 Ft. 6= 6 Ff. 5 ovE FROM -L- $TA. 91+33 RT TO -L- STA. 94-00 RT Type of Liner= CL-I Rip-Rop DOE-400 CY TYPe of Liner= PSRM FROM -L- STA.96+00 RT TO -L- STA.98+00 RT FROM -L- STA.101+00 LT TO -Y4- STA.11-50 LT FROM -L- STA.100+88 LT TO -L- STA.101-00 LT FROM -L- STA.95+50 RT TO -L- STA. 96+00 RT FROM -Y4- STA. 11-50 RT TO -L- STA.106+50 LT SEE ENLARGMENT SHEET 15 OF 53 -' r R�MOVE': . � _ < < - ia c _ c — PERMIT DRAWING SHEET 13 OF 53 — EST. 3 TONS CLA55��6 RIP RAP �' � � O EST. 10 S.Y. GEOTE)fl`ILE FABRIC ,�' � I � / /� � � I IJR N . I ,PUE PUE PUE E .�E:- I� T �/'� � i. _. .,�,_C i� � �. � QJ —� � _ — - -� -, j=-- z ----- g„B� ♦__---I r- F � � SPECIAL LATERAL V-DITCH - _ _ I _. I � - � � - SEE DETAIL 25 �- � i �'� v � , - - - - - - - - - - - - - - - '� N REMOVE� I � J . _ .... �,e._- ----- _ . - .. � � z�� t '� -L--------"--- p ^ '-_-. .. --- -_� �.__ _ ,_. . .. _ _ � W W _ N � < - �— <- --- � -- N --_ � �c c C c — W � — � _ V 2 o s sui�Ee �R DB 571PG 333 -Y4- -L- , ■ ■ ■ ■ ■ � � � � � � � � � m .,-,"'.." - PROJECT REFERENCE NO. SHEET NO. '" ��, " R-2582A 9 m� , e RNJ SHEET NO. - ' ROADWAY DESIGN HYDRAULICS / �� ENGINEER ENGINEER � ....., ,. 0� � dNC��A1�1L1E lE 1�1L.s\N� DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION , - , � :; -- - -- - � t� �� SPEC,{AL TERP.L V-PITCH, �, SE� Q'ET IL 4 I -Y4- POT Sta. 13+22J9 � � I w �E � sE � - . �I I I"; CHNONI - � � DB 667 PG 42� [il � - s s9°w, ,E �. � W - - ig0.or '� I � ASAND RIDG I� - ; V� M . 'i)EVELOPMEI�II. .N. , � N INC � SAND RIDGE E T,INC � � M � � � � ,� s se°w�or E � eu.oi� �F� � �c � j i�z i �'� � � � � i � i �, I�� Sg RIDGE"�I � ,��, �� i :-0EV�ELOPMENT� O �FN6� i� � �AND RIDG� DEVEL _��ENT,WC � �e�, i�� u�y . j O � `) , / w . I I�� EST. 3 T NS CLA55`, B1tIP RAP _ .�', �� .� G � L V � IF� : ,!� ��E5T.10 S�Y.GEOTE)fl`ILE FABRIC � � , i i �,� � II � / � / I T :,. 4 i� ;' i. � / . ' i AR N � I --�re :i � � �� T ..,' � - - � - � .,. FUE P .. I � � ,' _-... PUE �. ,,,._ ..,. (�T�-'- � .. W , � E � . �PLtE�' � �' " �., .. °o i �:, , ,.,_., �-c � � ' � c J � ' �� _�,� . .... � _ Q _ - -._�- __ 8,� ! .. I �"� 7 -i - � � SFECJ?,�IG�TERAL� Y=O}TCti � - - f _� y ; � � ,' SEE DETAIL 25 i- � ' r n , _. ',I - ___ .� ' .�# � �I - � - - - - REMOVEJ G � I - .1�, i-- _-- � it%._ -.-_ _ � .s� � -'� s„ -- �� J _- "- � -� ---- - - - - ��, _-'-� � -- - -��L � -_ - O __ � �� r-- - - : � .. _ _ - = I- � �- � W � � - � \ � W � _ s , -� . tn `� j � W < � W � < - �- N ��-"c �c - c C c.-- W - Z�, � � � J • � � �� tih _� ��% � 0 5 SUITER JR � � � - �- DB 57IPG 333 � NaN�al p�°� Oi�cF � Gro�nd �:/ 3�� Gro�nd GROUND F�r�`E0. -Y4- POT iy�j Ground `!'I E\ �e� SIoPe Nai I y1 °� Fill d D d d D Ground 3� F�Oe� Slope b � ° �eO�e•�°e � P E RMIT D RAW I N G -�- Poe s B Min. D= 1 Ft. d � E Min. D= 1 Ft. -- Max. d= 1 Fi. Fi�i � T°"'°e� PSRM "°`d- ,F° d- '� SHEET 14 OF 53 Ype Min. D= 1 F�. 'when 8 is < 6.0' B= 2 Ft. 6= 6 Ff. SLOPE IQ�� IQO� �'ro FROM -L- $TA.91+33 RT TO -L- STA.94-00 RT Type ofLiner= CL-IRip-Rop DOE-400 CY TYPe ofLiner= PSRM o FROM -L- STA.101+00 LT TO -Y4- STA.11-50 LT FROM -L- STA.100+88 LT TO -L- STA.101-00 LT FROM -L- STA.95+50 RT TO -L- STA. 96+00 RT � FROM -L- STA. 96+00 RT TO -L- STA. 98+00 RT FROM -Y4- STA. 11-50 RT TO -L- STA.106+50 LT tis E �: AL cvcc E DETAIL� DETAIL FALSE SUMP F� FALSE SUMP I�� s=aiel � Not to Swle) Median Ditch Outside Ditch .�z,p-� 9" -.{ 2' � Tro ic F�,�.1 20:1 Gi �See ChoNBelow� '," 20'� GI rs- �r� �-s- er�. S=Ditch Slope � Proposed Dit<h S=Ditch Slope 4 Proposed Ditch FROM -L- STA.95'-26 LT Ditch Grade L Ditch Grode ' L 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' Over 2.0% To 4.0% 30' Over 6.0% 50' DETAIL �F FROM -L- STA. 95 � 26 M FALSE SUMP FROM -L- STA.100-76 M ( Not ro Scale) �o Outside Ditch Troffic Flow �� Z� 20 � _ _ Pipe Ouflet�'�, � 5 � S=Ditch Slope C� Proposed Ditch- FROM -L- STA. 91+11 RT Pls Sta 102+35.83 Pl Sta 107+85.54 Pls Sta 113+33.00 65 = 0' 59' 47.2" �= 9° 36' 14.6" (RTJ 6s = 0' 59' 47.2" Ls = 200.00' D= 0' 59' 47.2" Ls = 200.00' LT = 133.34' L= 963.83' LT =/33.34' ST = 66.67' T= 483.05' ST = 66.67' R = 5,750.00' SE = NC Vd = 70+ O � � O SAND P.IDGt DEVELOPMENT ASSN,WC. �EST.S TONS CLASS B RIP RAP DB 653 PG 552 DENOTES EXCAVATION �EST.2 TONS CLASS B RIP RAP i esT.ia sv.ceoTexn� FnaRic IN WETLAND i EST. 7 S.Y. GEOTE%TILE FABRIC SPECIAL lA RAL V-DITCH r SPECIAL CUT V-DITCH II SAN� RIDGE DEVELOPMEIJfi--A' E/E DETqIL q I SEE DETAIL 26 I DB 653 PG� i I � SITE 3 � ca �MEg �\�ANIZED �� , , I� � �, ! �, i �L � RIN6 �� l� -/II I� � ; �,, ,'" ,(�c�� I ' �/ `E ay _.., I\,,,. � , �6 9> (///��' � � �� ,\. ,I - / i' �' �' �.- � , 0 �� j � �/� � `�- � :�A �� \\ �� O O�C. �11� j � �� A��"� / � � � `'� ��< 1 �� _ mm� f �� i ; � � i i i � > �`. � � �� '°�/6� <<a � I >y E�AYATIORJ V�� r �� '; V `, ��a ` � -w�a 2 %' rnye� ry � �� -' �� , < O E �'`„ '- �,'„'� -- � ;�, IN� WET ND� �,,a�- � �__ � ,9 . , ��.:. i ��- ; �/� - _ -�, �. � 7. „ � � >y� - . . , . .-, , � , i � � . �� i�,'B i �� ,, �� w.�anss�,i �re gaa _ � �, ,�� ; � �\�� . � �;i�e- - � % � _. 4> . . ,. � ; . . cFc DETAIL'LP �% II - / �ii � � � ,_ P y:.,. �� , , .- �' <-��-y��i,/ �-- \ i � � � I i � + r �, � � � � � �� % - � I � � �a�� . , __ � %, ' � ;� ; I � �,,' `'`a. `��..�. ��: i PUE -��v " . 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':, � P '¢T I � SEE DETAIL 2¢.'J• � - "- I � _ � �� r � � F .' � M I � , � � � SRM E7All�2A '� ---, / Bt[ ... . . : � DETk11 2� � � ..- / � � /-' - � / .Y,�/ \ ' 18' � I w ' � \ � SEE - - - - F5 �Whs _ ti � I �� " ,�� }� - Z � --- y �F - � �_ -- _ �� -� , � , - � � �' -�� i � -; � F � �� - � - - J � - � �, � � ,� � ; I' > - �i�- - / - . � ' � � � � � � � �� i R � � i --- Z � _ \ �-_� ��u� � � � ---- - - - �. , V �� - � � � � �� ?�; � ----- � - � � ��. --- �� ,, -- _ �� ✓ H � - � � �� - �, � �� - �, � - �,� , , r TqE PROTEC7��N QjQ - 12 1 cfs � c � : ; � '� s, � � / � ' - sfe �ETai��2a V10 d.8 fps �� ,� ---- t � C c � � _ �� " ��1� 5�� , � _ . w � � ��: IIDB� � � � 1I I � � �; �'�� im, i � � �_ F F DENOTES FILL IN � � � SPECIA'�NT V-DITCH c� Cm SEE DETAIL gg � i � ^ I a� �- -? � � i� F ` � ' WETLAND � - � L � t� � � �� i� \ � a 99 i� � ,,- - � �. ,;� ` �'�� / � � , � < � � , �. � � � E�EN6TE�1C� D � _ � ` �`� � � � < CLEARING '� � � - _ - � �� p � � � � . � � � � � - _ , � , , �. - -- - , , � � , � �� --- � � ,, �� -� "___ ____ _ . SEE ENLARGMENT o s suiTER �R SHEET 15 OF 53 DB S7IPG 333 DETAIL 4 DETAIL 19 DETAIL 26 SPECIAL LATERAL 'V' DITCH SPECIAL L4TERAL 'V' DITCH SPECIAL CUT DITCH � Nor �o s�nlel � No� �o s�alcl I rvo� �o scole7 � Fr I F;�� 6/ ' D�KF -L- TS S/O. IOI+OG.SO NaNral �L. 1�� FII 1°� Slope Naturol �� Slopc p'. No�u�ol 3'� Ground J�� /F\o Ground 3.� D F�O e� Slope Gro�nd 3') p F��e � d Min. D= 1 Ft. Min. D= 1 F. Min. D= 1 Ft. Max. d= 1 Ft. FROM -L- STA. 92+50 LT TO -L- STA.94+00 LT Type of u�e.= rSRn� FROM -L- STA. 98+00 RT TO -L- STA. 114+00 RT FROM -Y4- STA.11+50 RT TO -L- STA. 106+50 LT FROM -L- STA. 91+15 LT TO -L- STA. 9�-50 LT DETAIL 24 DETAIL 25 DETAIL 27 DETAIL 28 SPECIAL CUT DITCH SPECIAL LA7ERAL 'V' DITCH BASE TAIL DITCH TOE PROTECTION (Not�o Scole) (Natta Scalel INo��o Scale� �Na��a Scolc� Fran� Nalurol No�ural pP � I �' U) PROJECT REFERENCE NO. SHEET NO. 6 � � SAND RIDGE DEVELOPMENT ASSN91NCe R-2582A 9 � RNJ SHEET NO. � RIP RAP DB 653 PG 552 DENOTES EXCAVATION �- EST. 2 TONS CLASS B RIP RAP �'�, ROAENGINDRSIGN HENGINEERS I = FABRIC I N WETLAN D �', EST. 7 S.Y. GEOTEXTILE FABRIC O� dNC��A1�1L1E lE 1�1L.s\N� DO NOT U9E FOR 1 W ACRUI9ITION SPECIAL CUT V-DITCH I ERAL V-DITCH ��,d�IN �� ,��v� �S E E D ETAI L 2 6 O � NOT �sE Fo WNSTRUCTION � 19 O y � � � S ITE 3 � ' '�� ay ME�-HANIZED � � � � �y CLE�4RING I m �'� � � � � � I �- , � �,,'� � ��y3 `� ,' � I � � � � �� I � ��3 � � � � � ,,_ � _ � , ,,, ,, I �� i � � �.� ��. p ' E�CA�ATIO�I � ` � �`�� F — � � � � i � I N �/�ETL�N D � � �y � � � ,� � � � ay � �I_ �� - C �� I � �._ —WLB— � � A i � � J� ,s�. � � � � � � .�_r� , I � p� r ,.,� �y �y � � ��, � � vv, � - � � e�� i � � � � PUE � �U� �� PUE � '� � PUE � PUE PUE �_ �. ,, � � �� p � OVE �� - � - � - - - - � �'� , - �— � - - - � � :� --- , �.;- � - - - _ - - - - , � �� 's � ��_ - - _ � - - - _ � � - — � � _ c , � �� r�l � .� L�i —, � �` �� •�—�� rT-' �A, ` >�'�-"'�� , ' C - � ' "J `�`' 1L Y - � \ � (`, , . � , _.� , � . I ' _�� ` — -- — C C''�`, SLYYd— � . C � — _ — C — _ _ C C C _ — I - _ -- _ _ _ —`_ —�— — — - - _ �- � _ _ — — ; :[.;> 2G� � FS � �` iN . �,o� � — — ---- , ----- I ------------ _ I ---_ � - - - d I8" RCP _ I � � � REMOVE � -- - _ __ _ . - � ;. ,�� -�� : �� , _- � ,� �� _ u�� "�� `-Lr-r — — — _ r — � - _ W �� w � L�� , �r, . �r ; J _r, �. ._ _ w-� � � � ' _ _� � o e ,% �� -� __ � 6m�' � � � � � � �� ,-�� :. � �„ � ' � -- � � � � � ,,•• 2�32 �6q2� ,n��_R� � �� V'�� D0.`� .., .. �jA0 26�q�' 268qk ,Z6��5 26833 26�0,8 �` — -F$ � w� ��'. �i�— fi�6. I - _ - _ ��F - - - -- � � � a � �ro o� �_ N� SPECIAL CUT V-D T � �� W/PSRM SEE DETAIL 24 � �, � F F � � t �----- � - f � / / � � ,� , - C i ,� �,\\ _ -- � �� \ �� _—� � PUE � � � — �_ — � I � ��a� _� � �— � S ITE 3 F F DENOTES FILL IN � WETLAND * � � � DENOTES MECHANIZED �� / � � � CLEARING � � � � / IAL CUT V-DITCH - SPECIAL CUT V-DITCH-,, W RM SEE DETAIL 26 �,S DETAIL 24 _ ------ < -�------- �— -- - - �1 �� r�� - t ;,,F R-- _� ---- -- � � �\ �� c w � �\�� '-TOE PROTECTION Ql O= 12.1 cfs SEE DETAIL 28 V10 = 4.8 fps � � PERMIT DRAWING SHEET 15 OF 53 50' 0' S0' SCA�E � � ; �, � � 0 , � � � E � 0 � w � � � � w ; �E � �� ,�� o�� =E ��m N�e 0 5 10 PROJ. REPERENCE NO. SHEET NO. �iiTrl R-2582A 16 1 0 1 0 1 0 1 0 1 0 1 0 90 0 0 60 50 40 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 SITE 3 WEfLAN � 0.025 — 6: j 6.� 0.025 5. _ � / 99.69 � � 4:) / � � s — — — 95+ 0.00 ---- — �� PER IT RAWING SH ET 1 OF 53 1 0 1 0 1 0 1 0 1 0 1 0 90 80 0 60 50 40 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 � � � � � m x OUTLET CyIANNEL RIP RAP � -L- SRS Sta. /39+38.32 esr. so rpNs cv.s , i Ria v.r � � EST. 39 .Y. GEOTE E FABRIC � � see o� nu at �-L- S Sto. 142-�38.32 � / �I � � NEWTON STEPHENSON D8 970 PG 682 � . �� I �� P8 24 PG 157 o � �i Qio = 23.3 �fs � �i TE�APORARY IMPACTS . V10 = 2.3 fps i IN SURFAC�-E WATER ��.-�ATEan� v-oircn = PSRM / '� I II SEE DETAIL 34 " �� SEE ETAIL 35 � I�I � SPECIAL LATE�AL / V-DI CH� � / _ SEE DETA L 4 , ` ��E �iE � � � �e � � �, � ^� i�GRADE T RAI � � O f �� ,� F F .. � E ' � F F F � t � R E I`SEECDETAL4T33AL 2' BA DIT _ Ji � � . . . ._ . . � _i`'_ I \\�\ -<_c'�' - ��----- — � .r� o' - - � - --- - � - -- F � �y�10 - 2��0 fps � r • F ' �F F Q � � �E la p��N 2GI � �"'„ / `� i � � � � �/ f ^ � �' 18., � �F � F o _ �n � � 2GI -::.2_ -� N E NS � --•- 2GI � � ---- SPKIAL MEDIAN V-DITCH -L � � � � 2 EWTON STFPHEfJSON SEE DET IL 80 �� _�` D 7(3�PG'�82� .. � M T � � � a Po is� � � � � F F �F ^ � � ; � ` CJ ' � � � �� F � W � ; r � �. PUE �_�� PVE C — � — _ :- ` CBE . 13 38 -f� -_F � F F R -III D � r � — PUE _ � C F TA. + -L- RT a W . I E EF F � F U W E I URY 0.7' (n � � � � ;<o;b- � � % � SITE 4 � � I � -- � u� +oo.00 � +sb.00 �� 1�MPORA�Y IMPACTS � � Z NEW70N STEPHEfJS ' 175.00' 175.00 � � ' `-L' � IN SURFACE WATER EST.1 TONS CLA55 B RIP RyPJ �, , �,p ' 100.00' K18 970 PG 647 � / � � EST. 5�j'. GEOTEXTILE FA81�IC I J A PB 24 PG I� ° Y� �� / F F �E WET ANDL IN � �I �� DENOTES IMPACTS IN U ;��c` ` -Y5- PT Sta. 12+I0.00 y SURFACE WATER /� � �r� � . � « � CLEAECHANIZED � x0 � � � DENOTES M �' g �� y h � RING � � '� � DENOTES TEMPORARY � ` _ �t� � � cA � S,q � � ; �� IMPACTS IN SURPACE WATER , , . F �/' '�, \\\ // / � � . \ o o ca e s � t� M= h � �� 6 �� 4� � DETAIL � ' WILL7laMS �D�'� s S C FALSESUMP i „�.. DB 668 � pG '� ��- � � �� 8F -�" -- . / . SEE ENLARGMENT �2EFAIN-" ° . '��-" Median Difch 1._ '�{'n i . ...,�. � - � � � , � - -.-..-.___ �I SHEET 19 OF 53 , .�.� � .. � ; � 9 -- ,'12 - _ \ � n a- � \� ` , \ � � . \ 3022 } ` \ � iF�j'AIN � �\ � \ `� Isee ehurr eeiowl -, �o� � GI / <i� � I . ;'� � � � �\�\ �_ / C. �-�5— efc � �� \ \ -- � S=D tch Slope C� Proposed D'tch / " - � ,.,P � . �� 4 � , t` �' _ � ... \� � Wo 4A D'tch Grade L D'rch Grode L . _ � - � �' �' �� / �� S � '+„ 00% To 20% 20' Over40% To 60% 60' �_�� 316. � � � - i �-^ ': / - ��U ,/ --/� ��\\ � __ �� Over20% To 4.0% 30' Over60% _ 50' - �� ` �- �: � ETAIN ' .� � �\ �\�\ -. �- STA.140+76 M _ _ ' / YSA POT S�ta. J6f00.5/ � T ' � � � � � --� - --- � - s R � � �� - �� --- -- -- . ��" - -_ ' -Y5 - POT Sto. 10+00.00 � � O i � ,.,� EiniN / � , � � `_ � � � � _ —�— — �,r,-t.�;_ � � � r��.� _ -��`~'' �_ — �� `�- ; -Y5- PC Sta.lO 91:43 ��,= W � -�,�� — —=---1 ------ � =� -- � z4'� � �� 28ea �� — -- - ` � � EDWARD R. FIELDS. et ux : /o� � � � __ - �� . ___ � � �� -- -- ��_ �, os o7E Pc u3 -YSA- PT Sto. /5+/8.62 BST � ---- -- RET^i" - � / k °�� c � � N � � �� U �F `=�� a" P�a �c �ry �`� � -= _T _ - - � � �.� � -- : . PB 06 P; SI / Sg � � � a x� �� _ zee .._- � zeaa J` �'q"�RCP -� �� -: -%.V'�,..^r / �µET— � � •`- .I o _ _ _ _ _ � THORNTON MAJETTE,et ux , �' qp��e 3 �sT � _ -� � � �� :.� � � a , - � �� DB 458 PG 572 0 _ �- , Pe o6 Pc si � m m �,�� a, o � z � ��.� �Nv_i�o.�� '��" � � �' � - �'� .. - , �-- � � i - �04 / m �n QN_ � A�. . / IC'1 L � �i':` 7.-_ � /� M W � Z / PROJECT REFERENCE NO. SHEET NO. R-2582A l2 / DETAIL 1 DETAIL 32 DETAIL 33 DE7AIL 87 RNJ SHEET NO. sPean� �nTean� v oiTCH DETAIL 35 � �No��o s�oiel SPECIAL CUT DITCN SPECIAL �?Hoir�o smASE DITCH PSRM OUTLET CHANNEL RIP RAP ROADWAY DESIGN HYDRAULICS �rvo�m scale� �No��o s<alel I�o��o smle� ENGINEER ENGINEER / F�� Gmund Ground � NaNral � 1�� Fill � 1�� 5�lope Na��ral � o�e FIII �.. �.� � G�aund 3:10 p F��e Slope Gro�nd 3:) p pF�°s Ground 3./ D F�o�i Siapa I.0'mi� �—i.]5' � � PLAN VIEW �NC'��A��I.� � Il��I..91N.� Min.D- 1.5 Fi. � Min.D= 1.5 Ft. W_ 6 F' DO NOT USE FOR 6W qCQUISITION Min. D= 1.5 H. B= l Ft. L= 10 Ft. GEOTEXrILE ��IN a0 ll ll'llaALV J FROM -L- STA. 136+00 LT TO -L- STA. 139+00 LT FROM -L- STA. 131+50 LT TO -L- STA. 136+00 �T FROM -L- STA. 139+00 LT TO -L- STA. 140+00 LT Trae o(r��e.= zo TONs,a i a�p-Rao DO NOT ose eo WNSTRUCTION Geotextile= 39 s DETAIL 2 -�- srn. iaz+is �r SPECIAL LATERAL'V' DITCH DETAII 4 PSRM �Ho��o scaie� SPECIAL LATERAL 'V' �ITCH DETAIL 34 pROFILE VIEW DETAIL 80 � Ho� �0 5mie) LATERAL 'V' DITCH SPECIAL MEDIAN V DITCH __ END OF PROPOSED �No��o Scole) �rvor�o Scole� DITCH GRqDE Shoulder Shoulder � ural � i� p1 Fill Poin� Poim G.o�nd o'1 o F� Ne� Slope No��rol � 1�� FIII b Pro � W� NaNral 6 by� o� e�� Gro�nd p� j.� F�p��e� Slope NoNral � � FIII ee Roo ��gratle roun E� �e( Min. D= 1 Fi. ' D Gro�nd 3�� D 3�� 1"�F�. S�ope d�'O1' P lo i� es---- � Min. D- 1 F�. � PSRM w/1' Min. D- 1 Ff. TUCK nLL SIDES FROM -L- STA. 131+50 RT TO -YS- STA. 12-15 LT � 6 5 Ft. FROM -L- STA. 140+00 LT TO -L- STA. 140-16 LT FROM -L- STA. 136 i 50 M TO -L- STA.137 i 50 M 0 FROM -Y5A- STA. 12+86 LT TO -YSA- STA. 13+13 LT FROM -L- STA. 144+50 LT TO -L- STA. 147+00 LT FROM -L- . - - O NEWTON STEPHENSON O DB 970 PG 682 PB 24 PG 157 O h -L- POC Sto. 132+8/.62 -L- CS Sta. 136+38.32 � -YS- POT Sto. 13+97.40 O 0 ^ c �ry , � � C C � � � � EST.3 TONS CLA55 B RIP RAP � � � EST. 10 S.Y, GEOTEXTILE FABRIG `�. � � -.____ ____ � � � � C � � C C � � � � SPECIAL CUT V-DITCH . ----- �� SEE DETAIL 32 � ___ / � ____________ ^ —' _ SPECIAL LATERAL V-DITCH ^ SEE DETAIL 1 � DI �E PERMIT DRAWING �°°� °� �°°� o� SHEET 17 OF 53 � a SCALE ?E N.. cc E / 2 4 Q N v�i = v�'^ �--,i"'.e� __ ,. rt l� � � n y V V � � � � � / �� "�`o aa � ,'�.� � a � Z� o � �� ARTHLIR T. WILLIAMS / ; , , � ^° > m W000 is �� DB 576 PG 830 � �o �� oma s �� ti^�`� / MB 06 PG SI—� /�/ �J�Z � � _ �� , ��NEWT�N �TEPHENS�N � DB 970 PG 682 � PB 24 PG i57 � � � � � m M W � Z / PROJECT REFERENCE NO. SHEET NO. 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GEOTEXTILE FAB� C � I � � DENOTES IMPACTS IN / � � SURFACE WATER �/ , � DENOTES TEMPORARY � IMPACTS IN SURFACE WATER 50� o� 50� I� �Fo 1 I �� scA�E � °e �F ,�„ E PROJECT REFERENCE NO. SHEET NO. R-2582A l2 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dNC��A1�1L1E lE 1�1L.s\N� DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION I SPECIAL LATE L —I V—DI CH SEE DETA L 4 � I =� �,\' �>_ �'� � � � �� _ I F � Q� o = �I.� �fs �� V10 = 2,0 fps � � � � w � � � x Q N m � N � � N , �, � � 0 , � � � E � 0 � w � � � � w ; �E � �� ,�� o�� =E ��m N�e 0 5 10 PROJ. REPERENCE NO. SHEET NO. �iiTrl R-2582A 20 1 0 1 0 1 0 1 0 1 0 1 0 90 0 0 60 50 40 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 ;ITF � N�- I L��.� I I N N� I L�N� 0.060 :1 5.13: 0.060 11 .64 3 3:1 — — —�— — — — --- — I — — — --- �42 + 0.0 PER IT RAWING SH ET 2 OF 53 1 0 1 0 1 0 1 0 1 0 1 0 90 80 0 60 50 40 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 � PROJECT REFERENCE NO. SHEET NO. � � JANDB�6 8�PG� a�� R-2582A l6 I� � / � � _ � RNJ SHEET NO. Q � �� ROADWAY DESIGN HYDRAULICS � ' I ENGINEER ENGINEER � �8 � � . _ ' i00.00' � �� c �� _ �_--;. � � �,' � _ � dNC��A1�1L1E lE 1�1L.s\N� I — DO NOT U9E FOR 1 W ACQUI9ITION � I < �' � O 1�1Eb1E1L��AIN �B�Y 1�1L.�N� I� � � � � I ' � O ��I - DO NOT USE FO CONSTRUCTION � � 1 ^ W V 1 a I I /+ � � � �r �_L __— __ -- _ — � / � . , ; / / �/� .-- ��— vi , , . � �T �- � r i � � � � � — —�-- — — -- —� � � _ _ � _ _ � ; � j , �F� '� __ _ _ _ , : � - i� , � — — — ' / �� i / I , / , � _F� -- —� i - , � - � � �� — — — � � � � , ' ! � � � � F� ' �/ � � � ` .-�' �� — � k - - � � _ _�� LATERAL V-DITCH � � -- � ', � � � E _ � SEE DETAIL 34 � i i � I i � W �� I �� I !�� I '� � ;H � LATERAL V-DITCH �� I � � �' ��- � � F � � 34 SE�E D TAIL 41 0 - BJ�� .36� �6�� w F � I \�. . �� V��` � �� ITE � DENOTES FILL IN DENOTES MECHANIZED S rJ � . F F � � � � � � � W ETLAN D � � . « CLEARING �O � � � � �"� E G �i I � � � A �,1 -L- LT ' � � � � � �' � � F i � � F � '� BE G � � F � � F F � � �' S .19 12 -L- LT � '�` � _ � . � Z , � � , �'� �' TB 2 I � � G � �� : �� I o - - - -- - -- --- -- -- - -- -- - -- -- - -- -- - -- E I � � -7 � � N _ � -r ,y � � - — — �— � , � � F F F� � � F � � � � � � � _L _ � � � _ � ~ _ � � � I 2 0' 32 E � � _ � � � � n' -�� o uA c, Pi TM; �, 2G1 � �'i � �� DB 798 PG 493 I TYPE B 7 � I F = s-� F >�, � v ; � � � � �, � �� , � � � --------------------- � — -- ,, --- � I - ----, � � � � � � , � - - _ � F � �� F -- - - ---- � ----- -- �, - ---- �, --- ---- � � � � I � ---- ---- ---- - - � T 2GI � TYP B � � �i � � - — — — — � F F � � F �, F'� ; �� E B � =� `a � � � � � , � � � �' �� BE N S '�' �j v� �` i i� F : � �/ �, � � u _ii ir� � A. 19 + 2 -L- RT � � � � � � � �' � � � - F F � � �" �,9g 3 - - F � o /F �� v� ��, �; �; � � F F � � I �, � � �, � / �� -�, �� ' z � � � � �, � � � �' F � F F� F F � � � � o � �, � '; ';, o � �' � Q �y � � � / � � � � ,y � � � � I � � o =� N � v '� �, � m �, � �� F � F F � �� F �� F F �� ''� z �� ,� ';�� `� F F � � I- � �, �, �`:� � �, _� '� �; ', °' � >y � � � � '� ' � �i ES�' I LEY COLEMAN � � �i � �� F � F F � F =�F � F �` � �, � '�, � �� , � � � � �6 P� 3�8 — � � — � � -� i � — —F I ' — ro � � � � '� � F ,�, � F � � � � '� � � �' �y �, � 'i, � '�� _ �I E � � � � � � ° �F �F F�� F� � F � - � �_ �� > �v � � F � �- � w� �, �� ' �j I � �, � � ES�`. 3 TONS CLAS��B RIP RAP � � � � � �' >y � I � � � I �' EST. 11 S�'. GEOTEXTIL� FABRIC I � . . , I � �Y �, � w W � ' � i II I �E PERMIT DRAWING � �' � Esr. z r%Ns c�a,ss e Rr� RaPJ � � � � � ��-I— — 60' o' 60' ~ � �j �, � EST. 7 S.Y. GE�TEXTILE FABRIC �, � i � i . � � i � o� SHEET 23 OF 53 �, � � � — ; � �_� � � � � � � � � �� scA�t N �� ' �E I � � � � w � �' x Q m � � � N o� � � 0 � � � � 0 w � � � � w ; �E �� o�� =E ��m N�e 0 5 10 PROJ. REFERENCE NO. SHEET NO. �iiTrl R-2582A 24 SITE 5 ETLAND N CO N J � � � �25 0.035 0.0 16 .62 �5� 3 190 00.00 PE MIT RA ING — — SH ET 24 O 53 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 60 50 0 30 20 1 1 � � � � � � w � � � x d N m � N � � N � o� � � 0 � � � � E � 0 � w � � � � w i �E � �� o�� =E ��m N�e 0 5 10 PROJ. REFERENCE NO. SHEET NO. �iiTrl R-2582A 25 W�TL ND W —LAN� 0 N N .035 0.0 5 0.0 5 16 .62 SITE 5 _ _ �91L 3:� 3 190 00. 0 — — — ---- — — —�— � --�---- -- _ ---�— ---- --- — 1 1 20 30 0 50 60 0 80 90 1 0 1 0 1 0 1 0 1�0 1 0 1 0 1 0 1 0 1�0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 � PE MIT RA ING SH ET 25 O 53 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 60 50 0 30 20 1 1 � �, � � J � w � � � x Q m � � � N � o� � � 0 � � � � 0 � w � � � � w ; �E � �� ,�� o�� =E ��m N�e 0 5 10 PROJ. REFERENCE NO. SHEET NO. �iiTrl R-2582A 27 SITE 6 WETL ND W -LAN� 0.025 5.829:1 6:1 119.45 203 50. 0 — --- — — -- — — —� -- — -- — — — — — — — — — — , PER IT RAWING SH ET 2 OF 53 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 � �, � � � � w � � � x d N m � N � � N � o� � � 0 � � � � E � 0 � w � � � � w ; �E �� ,�� o�� =E ��m N�e 0 5 10 PROJ. REFERENCE NO. SHEET NO. �iiTrl R-2582A 28 SITE 6 WETLAND I � � 0.007 0� 5.829:1 6:1 119.45 — — — — — — — — — — — — — — — —r — — — � — — -- — — — — — — — — — 203 50. 0 1 1 20 30 0 50 60 0 80 90 1 0 1 0 7 0 1 0 1 0 1 0 7 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 PE IT DRAWING 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 � � 6 � � � m � � � � w a � � �� N` � O O O � + O � N Q H N I J � � � H W W _ N W W N W Z J _ V � Q � \�� \ DETAIL FALSE SUMP (Notto Scale) Median Di}ch 9 � 2 �- (See Chon Belaw) - i " ]0' —y GI � $ � 2�C. S=Dit<h Slope 4 Proposed Ditch -L- $TA 243+78 M -L- STA. 243+78 RT -L- STA. 248+28 M -L- STA. 246-28 R7 -L- STA.251+78 M -L- STA.251+78 RT , \ \ \ PERMIT DRAWING \� SHEET 29 OF 53 � � � � v N DETAIL 25 SPECIAL LATERAL 'V' �ITCH i No� �o s<oi<1 Nm��i � � °' rai Ground 3.� p F� �s� Slope Min. D=1 Ft. FROM -Y13A- STA. 15+00 TO STA. 16+50 RT DETAIL 56 LATERAL BASE DITCH �No��o Smle� No� ral I �- I G.o�nd 3;� p 3'� 1"iFl. Fill Slooa I o I Min. D=1.5 F. Vr.! 8=4 F. 6=5 F. FROM -Y13A- STA. 24 I 70 TO STA. 25 - 50 RT DETAIL 55 TOE PROTECTION �Ho��o s�oia� OR 3��F'� SLOPE Gaou�uo d F GEOTf%iltE d=1 Ft. Type of Liner= CL. B Rip-Rop FROM -Y13A- STA.20+00 TO STA. 21+50 RT DETAIL 45 LATERAL BASE DITCH � N � �o s�ie) i b NaNral G�ou�d �:7 p 3 �Slop� d G[oTEarnE g Min. D-1.5 F. Max.d=1.5 Ft. �wne� e rs< 60' 6=2 F. Type of Liner-� CL B Nip-Rap 6=5 Ft. FROM -Y73A- STA. 21+50 TO STA. 23+65 RT DETAIL 58 LATERAL BASE �ITCH �No��o 5<ale) No� �al I � — I Gro�nd 3,� p 3� i^h�. F�il Slova I„ I Min. D=1.5 F. B=2 Ff. 6=5 Ft. FROM -Y73A- STA. 25+50 TO $TA. 28-50 RT � � � � � � � SEE ENLARGME�IT �� DETAIL 57 LATERAL BASE DITCH �No�b S�ole� �ral � G�o��d 3:/ p 3'� 1'lri. fill Slope I p I Min. D=1.5 Ff. ��•=� 8=3 Ff. 6=5 Ft. FROM STA.-L-248+65 TO STA.255+50 LT 0 0 � � DENOTES EXCAVATION � IN WETLAND � I �� Q �� -Yl3A- Pl Sto 30+/73/ � = 35' S0' l0.1" �RTI D = 4° 46' 28.7" L = 750.55' T = 388.0/' R = 1,200.00' � _.....__..08�155 PG 192...'�." DENOTES IMPACTS IN � � � � � � SURFACE WATER �m � � 3�� DENOTES TEMPORARY �� IMPACTS IN SURPACE WATER�� ioo� o� � ioo� � sca�E O O O � + � � N Q H N I J � � N H W W _ N W W N W Z J _ V H 2 � I I I � �I� SEE SHEET 45 FOR —L— PROFILE SEE SHEET 61 & 62 FOR —Y13A— PROFILE PROJECT REFERENCE NO. SHEET NO. R-2582A l9 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER dNC��A1�1L1E lE 1�1L.s\N� DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION � �_ N� � O O O � + O � N Q H N I J � � � H W W _ N W W N W Z J _ V � Q � \�� \ DETAIL FALSE SUMP (Notto Scale) Median Di}ch 9 � 2 �- (See Chon Belaw) - i " ]0' —y GI � $ � 2�C. S=Dit<h Slope 4 Proposed Ditch -L- $TA 243+78 M -L- STA. 243+78 RT -L- STA. 248+28 M -L- STA. 246-28 R7 -L- STA.251+78 M -L- STA.251+78 RT , \ \ \ PERMIT DRAWING \� SHEET 30 OF 53 � � � � v N DETAIL 25 SPECIAL LATERAL 'V' �ITCH i No� �o s<oi<1 Nm��i � � °' rai Ground 3.� p F� �s� Slope Min. D=1 Ft. FROM -Y13A- STA. 15+00 TO STA. 16+50 RT DETAIL 56 LATERAL BASE DITCH �No��o Smle� No� ral I �- I G.o�nd 3;� p 3'� 1"iFl. Fill Slooa I o I Min. D=1.5 F. Vr.! 8=4 F. 6=5 F. FROM -Y13A- STA. 24 I 70 TO STA. 25 - 50 RT DETAIL 55 TOE PROTECTION �Ho��o s�oia� OR 3��F'� SLOPE Gaou�uo d F GEOTf%iltE d=1 Ft. Type of Liner= CL. B Rip-Rop FROM -Y13A- STA.20+00 TO STA. 21+50 RT DETAIL 45 LATERAL BASE DITCH � N � �o s�ie) i b NaNral G�ou�d �:7 p 3 �Slop� d G[oTEarnE g Min. D-1.5 F. Max.d=1.5 Ft. �wne� e rs< 60' 6=2 F. Type of Liner-� CL B Nip-Rap 6=5 Ft. FROM -Y73A- STA. 21+50 TO STA. 23+65 RT DETAIL 58 LATERAL BASE �ITCH �No��o 5<ale) No� �al I � — I Gro�nd 3,� p 3� i^h�. F�il Slova I„ I Min. D=1.5 F. B=2 Ff. 6=5 Ft. FROM -Y73A- STA. 25+50 TO $TA. 28-50 RT � � � � � � � SEE EN�RGMLNT �, DETAIL 57 LATERAL BASE DITCH �No�b S�ole� �ral � G�o��d 3:/ p 3'� 1'lri. fill Slope I p I Min. D=1.5 Ff. ��•=� 8=3 Ff. 6=5 Ft. FROM STA.-L-248+65 TO STA.255+50 LT � � DENOTES EXCAVATION � IN WETLAND � I 0 + 0 �� Q �� -Yl3A- Pl Sto 30+/73/ � = 35' S0' l0.1" �RTI D = 4° 46' 28.7" L = 750.55' T = 388.0/' R = 1,200.00' � _.....__..�B�155 PG 192...'�." DENOTES IMPACTS IN � � � � � � SURFACE WATER �m � � 3�� DENOTES TEMPORARY �� IMPACTS IN SURPACE WATER�� oo o � �oo� ; S�A�E � I I I �I � I �� '�,,, PROJECT REFERENCE NO. SHEET NO. R-2582A l9 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER dNC��A1�1L1E lE 1�1L.s\N� DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION O O O � + � � N Q H N I J � � N H W W _ N W W N W Z J _ V H 2 � I � \ � ` I� U PROJECT REFERENCE NO. SHEET NO. JU � R-2582A l9 � � TEMPORARY IIVIPACT�S IN `�� RNJ SHEETNO. � � \ EXCAVATI O N I N ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER � SURFACE WATE� � � \ WETLAND � � s� Q10 = 9.4 cfs � , �, , � R _ p ,� �Nc��.� � ��..s��v� I V10 — 3.3 f � DO NOT USE FOR 1W ACQUISITION -- C � v w , � � v — — _ ��a��.d�iN �a� ��..��v� I\ � � � S� ---- DO NOT USE FO CONSTRUCTION A � - --�- _�- � � , -_� � i - --- ----� -�- , , � � �� ; . �_ _, ; F F ; � � t �` `, ` � � � , v , � � � � �� ,- � � � � � � . ,- � � / _— �� — --- �— -� L ,�y- 1_- �� `� _'�,/� i �—i /- i � � --- --- � —1� , � � _ ,� � _ � � � � ' � -- , F , F � F _ _ —� ; , �� , ; , ' � „ — -- — - �� li DENOTES FILL IN � � �- — � � �� ' � �� F F WETLAND — � F� ' � � � � LATERAL 3' BASE DITCH � � DENOTES EXCAVATION F � F F '� F F� SEE DETAIL 57 IN WETLAND � � � � � �; * � * * DENOTES MECHANIZED � � � �,"� � �� *�` � CLEARING DENOTES TEMPORARY a I F F �� IMPACTS IN SURFACE WATER =� � �DENOTES IMPACTS IN BEGIN S y, E�D � SURFACE WATER 2G1 STA. 248+ - LT � � ST . 252 00 -L- LT I s � � I �� I � 2G1 � � 2G1 FS � r � FS L iv v� �i -rvov i � _ �' F � F ` �' � U `n /� �, ir� � 2G1 G�F��A � � 2G1 .. > C � C Fs � A FS.2� 00 A � ' Yl3A— � 2�� „ � 2�� 62° 27' 46e8" E �� 2�� - --- - 1 � BEGIN SBG W STA.2 � STA. 20+45 -Y13A- RT v� a' ELBOWS -Y13A- N �o� � F ELBOWS �. � F � � ,�F " SITE 7 � N PERMIT DRAWING � � _ F F � SHEET 31 OF 53 � `� � , _ Q10 = 11.5 cfs � � � � � = l �°OF F — — — _ _ V10 = 1.1 fps � � � 9 � �_ � f111,�[r�lirl�r��YtYyi�� - �5�� 7'E+r x u � � @ r r_ �r r� �1 r' _ � � '� � � � � � � " � � �l '��7�'�i — � � � � _ — � � E rL��rl'� 1,�, 1 - ir��1 — -- �, � � . � ,. , o t � �i � v r � � �� ,�. L� � - � � - ` ` r r`�'l ri ' � � ' � — � , PpE � �� r � � � � � �� 1`� � �� -- — --- — — — � � :CTION ` � � - - w � p I ��t�� ;� � - � � '� - �� -- � � � � LL► PDE ��` �' � `��'' � � D PDE � � - �� w - LATERAL 2' BASE DITCI-�—'�� , ( i �10 = 1 b�f�s� ��F � �� - - � 50' 0' S0' W�CL B RIP RAP W % PDE °� SEE DETAIL 45 � � �� ,ro TDE EST. 38 TONS C I RIP RAP � EST. 2 TONS CLASS B RIP RAP ��E SCA�E • Y�-�F,S��XTILE�FABRIC � � EST. 7 S.Y. GEOTEXTILE FABRIC LATERAL 2' BASE DIT� N�E C� SEE DETAIL 58 - ,� S ITE 7- PRO F I LE VI EW ALO N G STRU CTU RE �2� -L- STA 249 + 75 PROP. 8, " RCP-IV j PROP. �;, GRADE P � INT =116.4� ' LENGTH' = 453' 0 ��' -Y13A- I �� / O� � •l • � .� . m �TOB LT TOB RI HT pR P. CULV. C --_ - _-- -- __-- - -- -- -- - - - - -� - � - ---__ �- _;� �"--- �T`_f_ _ ---- = ==-- - �-__---- ---- = =-=-=--- =-_ --- -� -�--- --- INV=82.6 ' -- ---- � - -- --- - EXISTIN STREAM i CL IN = 82.00' LOPE _ .0013 FT/F !, 1' URIED 70 — — —300 —250 —200 —150 —100 —50 0 + 50 + 100 + 150 + 200 + 250 + 300 �� o ��o�e� ��➢ �� o �� o �� w � � � x Q N � � N � � � � o� � � 0 i � � � E � 0 � w � � � � w i �E � �� o�� =E ��m N�e 0 5 10 PROJ. REFERENCE NO. SHEET NO. �iiTrl R-2582A 33 siTF 7 WETLAND � i � i i � m J M _ � �j M i 0.025 6.j 6.� 0.025 23+ 0.00 � 11 Jl 4:1 4:1 0.020 0.020 10 J1 3 �� — — � ' — � — — — ---- � 50+50.0 — - - 1 0 1 0 1 0 1 0 1 0 1 0 90 0 0 60 50 40 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 PER IT RAWING SH ET 3 OF 53 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 � � 6 � � m ros �� vCC DETAIL DETAIL o0 FALSE $UMP FALSE $UMP � Not to $cale) � No� �o Scale� Median Ditch 9" -� 2' �- Oorside Di�ch _ Iz a.l _ I haffic Flow ,0�� 20:� 'I I` ---_� (Sec Chon Below) , 20' -�{ GI GI f-5-- e�c. �-5- 5-Dirch Slope 4 Proposed Ditch S=Ditch Slope � Proposed Ditch Ditch Grade L Ditch Grade L _�_ STA.283+22 RT 0.0% To 2.0% 20' Over4.0% To 6.0% 40' o�e� zoi ro a oi sa o�e� a.o°% so DETAIL -L- STA 283+22 M i� -L- STA. 289 I 78 M FALSE SUMP ( Nm to Scale) � Oufside Ditch Traffic Flow �p ...._ _ ,l0:1 ., � 2, � GI DENOTES FILL IN � S e}C F F y�rETLAND s-oa<h siope _ 4 Proposed o�r�n= -L- S7A. 289+88 RT � � DENOTES MECHANIZED �` �` ' CLEARING SITE H . . . �DENOTES IMPACTS IN SURFACE WATER KaTHERwE s. RoeiNsoN, TRusTFF DB 755 PG 192 DENOTES TEMPORARY F F o IMPACTS IN SURFACE WATER � � N *„ *, * + DEN( + + ' + � � � --e,m----� � \ � ,y ,y ` '� � J �� 5 � �� . � ,i' � TIE P�p POSED DITCH �� •, \ I EXIST(NG DITCH LINE� �~� sPean� ur v-oircH - Q70 = 6.1 cfs �� .j SEE DETAI 14 � V10 = 1.7 fp5 �� -� y, � 0 _� . F -�w . . . , .. .-� • ._C �I '-r_ _' -... �`' �C� C O �G/�RADE TO �� - �- •: � . / - � �y•I��_- C� _/ - _ __ - ___� - � \ � � � -� _��' �� --,-1-- � EST.2 TONS CLASS B,RIP RA � . _ � , EST. 7 S.Y. GEOTEXTILE FABRI � _ � _ . _ _ _ -`-. _ - _ -.- - - _ _ __- _ _ _ _ _ . - _ _- N �' - - �- - - - � Q + ... � • 2GI r- - - - - - ---- � _ _ - J •� - � _�, f N r � - � ---- � --� �� ELBOWS 2•^ � , __- 5 � / c _ V • �c � FLOOD BENCH � @ INLET SEE DETAIL A O 0 N MPACTS IN VATER TEMPORARY N�SIi�RsACE WAFER � �y_.-� � TOE PROTECTION �\ � �� SEE DETAIL 63 � �-�y. ;. - . .. ._ - . x. . T� T- T r"' T T T �� - �� FS = 2GI � C � _ ' / / PUE � p�0 y ' / i c J / pU� P�� .. .. / G � / eue "� � PUE SPECIAL CUT V-DITCH SEE DETAIL 32 �:nTHEPoNE ROBiNSON,TRUSTEE D6 �:�5 PG 192 BEGIN SBG � $TA. 284+45 -L- RT � � �� = EST.S TONS CLA55 B RIP RAP EST. 14 S.Y. GEOTEXTILE FABRIC � 2GI - EST. 2 TONS CLA55 B RIP RAP , EST. 7 S.Y. GEOTEXTILE FABRIC F F F TOE PROTECTION �� SEE DETAIL 63 �� PUE LATERAL 4' BASE DITCH SEE DETAIL 56 DETAIL 64 DETAIL 30 LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH (No��o s«el .� �Ho��o smiel � � 4 Ground `%'/ p � 1"iFl. SIoPe i'1o�uml M1� e � S��P ` d Ground 3') p F�o GEOiEXTILE B Min.D=1 Ft. Max.d=1 Ft. Geo�ex�ile� Min.0=1.5 Ft. 'When B is -. 6.0' B=2 F. Mox. d=1.5 Ft. b=5 Ft. Type of Liner= CL 8 Rip-Rop Type of Liner= CL. B Ri�Rap FROM -L- STA. 286+40 TO STA.287+50 LT FROM -L- STA.287+50 TO STA. 293+00 LT � DETAIL 32 SPECIAL CUT DITCH NATIVE MP,TERIAL / Na IHo��o 5caie) ro^, FILL LIMIT � � o^��, ural p� � Slope / G�ound 3-� D F\ �e� Min. D=1.5 Ff. FROM -L- STA 293+00 TO STA.297+50 LT 0 + � N �� LA7ERAL 2' BASE DITCH � - W/CL 6 RIP RAP , SEE DETAIL 64 �PORARY MP�,CTS IN / TDE� � �� o . ._ �� _ '�dL�d .. _ _ _ 1�.n� T�. T-� T T_ S- T- T -T - T T� PROJECT REFERENCE NO. SHEET NO. R-2582A 22 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER llN��lla� � �1L�1V � DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION $PECIAL LATERAL V-DITCH � W/CL B RIP RAP SPECIAL CUT ` SEE DETAIL 30 SEE DETAIL 32 ELNORA T. TURNER , et vir- DB 894 PG 696 � � PB 37 PG 153 I I �o`O � I I � I I -DITCH - j; � �� 0 � � i `,.� 1 PUE R 'e _ � _ C _ C � _ C _ C � - TA.286-51 - - - .. SKEW �77" LEOPTH IPLE 8' X 7' RCBC END SBG Q70 = 7.6 Cf5 FS STA 288+00 L RT V1O 2.5 fp5 /..: FIL� -�\� SEEEDET-IL BASE DITC j� NATIVE MATERIAL �E gpy�$ F� PUE - PUE �.� �� =ftOOD BENCH � �.�� il OUTLET SEE DETAIL B 75 LF PROPOSED ' STREAM ALIGNMENT (SEE DETAIL C) Fs z�' S 46' 54' 2/.5" E i-L- Q I � O � �E � -REMOVE � � Q _ _ - - � - - - - N J � M v N � w w 2 N � 2GI --' SPECIAL CUT V-DITCH � -__ J _.. SEE �ETAIL 32 V..� � __________ LLJ \ � � --------- - c N �------ � --� c - c C �J,J - PUE PUE� PUE PUE� PUE Z TDE TDE TDE JT SPECIAL LATERAL V-DITCH J i SEE DETAIL 1 f ) � CLIRTIS R. TLIRNER, JR � NO DEED � R . ��, �L � �p1�E pUE -� y � TEMP� f�y��J FAL� �, WATER �,� ,� � � -_--' EST. 2 TONS C SS B RIP RA� EST. 7 S.Y. GEOT XTILE FABRIC CHANNEL CHANGE (LOOKING UPSTREAM� DETAIL 1 (Norro s�oie) SEE ENLARGMENT SPE��A� �ATE�.� � o�T�H b Proposed Roadwa -L- ST Sta.286+46.67 SHEET 36 OF 53 '"°"°�`°�a' -"4`- ' I I -F�usioPe/ _ Gro�� 7:7 p'1,.\ �„ht. � J d � �°� r�ll TYPe f Liner= NATIVE BED e Min. D= 4 F}. � DETAIL B c�o��a a,� F�o e` siope MATERIAL; CLASS I RIPRAP LWER Max. d= 1.5 R. �"'��. e anne1 ` Floodplain ROOD BENCN � OURET � ON BANKS ONLY FOR LIMITS SHOWN B= VARIES 7 R. TO 12 Ft. � INLET Bench (typ.) , ( Not to Scale) 6= 10 Ft. (MIN. BERM WIDTH) Natural ELEV; ZZ.�Q Noturol NOTE: REALIGNMENT OF OOWNSTREAM CHANNE� RESUITS IN 40 LF REDUCTION OF OVE LL '-) , Min. D=1S F. Natural Ground} _ � , �Ground STREAM REAGH LENGTH (REDUCED FROM 175 LF TO 135 LF MEASURED FROM PROPOSE CULVERT Ground . -'-- I�� ' 6 'I-�� OUTLE . SEE PLANS FOR DESIGN INFO AND QUANTITIES. --. d= Min. 1 F}, Z.� �;1,� FROM -L- STA. 291 i-00 TO STA. 294 h00 RT }'„1�%, " B= 7Ft. � d �E.��y' �F�� EST.90 TONS CL4S5 IRIP RAP -�-�"`rri" 6= O Ft.-$ Ft. Va�. b I I EST. 250 SV GEOTEXTILE FABRIC P E RM I T D RAW I N G h---1 EST.50 TONS CLA55 I RIP RAP = 0.005 kRf GEOTE%TILE FABRIC B ELEV. ]I.10 DOOD BENCHCCRO55 SLOPE �5)=0.5% EST.160 SV GEOTE%TILE FABRIC 73,��E - 300 �� SHEET 34 OF 53 F�000 BENCH CROSS SLOPE (S�=0.03% DETAIL 63 DETAIL 14 DETAIL 56 TOE PRO7ECTION DETAIL 5 SPECIAL CUT DITCH LATERAL BASE DITCH ("°��° s`°�`� LP,TERAL BASE DITCH (Na��a Scole� INo��o Smle� Ng( �Na��a S<ole� Dnch Nom�l �� Nowrol 3'� �S°Q0 Nowrol �� IOO' O' IOO' p�� °�e� Slope Ground 3 � Ground y F � ��d �AR F�o :� p 3�. 1"h�. Fiil � d Ground 3.� p ,�.� 1"rF�, Siane Slope Fj'�o D I e I Min. D=3 Ff. d_� F�, � I e � Min. D=1 Ft. l�..l l. �.l Floodplain , FLOOD B'N�( Bench (lyp_) \ 1 E�Ev_ _37 Natural Groundly ?�� _ 7.� � d= Min.l Ft. ' d B- 6Ft- BF. Vor GEOTE%TILE b 6= OF- 9Fi Var. FABRIC B = 0.0003 kht DETAIL 32 � PECIAL CUT DITCH �Na��a Scole) � D Min. D=1.5 Ff. ° e� Min. D=1.5 Ft. g=p ry b 3 ft. Geo�e.�ile B=2 F. SCALE b=5 Ft. Type o4Liner CL. B Rip-Rap 6=5 Ft. FROM -L- STA.2 7+00 TO STA.283-00 RT FROM -L- TA.276+50 TO STA.282-00 �T FROM -L- STA.283+67 TO STA 284+75 RT FROM -L- STA.283+00 TO STA.286+10 LT FROM -L- STA.287-70 TO STA.289+00 RT SEE SHEET 47 FOR -L- PROFILE FROM -L- STA. 90+00 TO STA.291-00 RT FROM -L- STA. 284-75 TO STA. 286+38 RT � � � � I � DETAIL DETAIL o0 � FALSE $UMP FALSE $UMP � Not to Scale) I No� �o s�aiel IMedian Ditch 9" -� 2' �- Oorside Di�ch _ Iz a.l _ I haffic Flow ,0�� 20:� 'I I` I---� (Sec Chon Below) , 20' -�{ GI GI f-5-- etc. �-5- Nc I5-Dirch Slope 4 Proposed Ditch S=Ditch Slope � Proposed Ditch Ditch Grade L Ditch Grade L _�_ STA.283+22 RT I0.0% To 2.0% 20' Over4.0% To 6.0% 40' o�e� zoi ro a oi sa o�e� a.oi so DETAIL I -L- STA 283+22 M i� -L- STA. 289 I 78 M FALSE SUMP ( Nm to Scale) � Oufside Ditch I Traffic Flow �o. 20�� +� 2'� FLOOD BENCH � I @ INLET F F DENOTES FILL IN = S__ ci see oerna n WETLAND I5-Difch Slope _ C� Proposed Ditch= *'�* � DENOTES MECHANIZED -�- srn. zae+ae er I �` � �` = CLEARING o SITE 8 * I � DENOTES IMPACTS IN N SURFACE WATER � � KATHERINE S. ROBWSON� TRIJST[E DENOTES TEMPORARY DB 7ss Pc �9z I IMPACTS IN SURFACE WATER MPACTS IN o F F � /ATER I � __ ---� - '-" "'-• � " <� - - - , iE��CE WA�ER � N DEM� � � � � � a,M � . � _ � �� 1 � �- � ' ; �. � � � � , < �� < < � < �� l � � �' � �,�� ` �- - � i" �� -� �`�� - . �� \\\\ \ � ��=-�� \ �VOE PROTECTI(j{J � I. \ \ \ �� - ,i'% TIE PAJQPOSED DITCH �A � � _, �'"�EE DETAIL 63 �� /� ,� �_ � �� ERISTfI�G DITCH LINE � - >y � � � ' � ) -�i' �� `-'" _ _ _ �'� � �5� � , � � �, � � i _ � � � � � � ------ seeaA� u v-on� c Q1D ..61. cfs � � �€ DFti �4 � �. �� V70 1J fp; � � F - � o - � � � ,. - =- - f , -� �: -. ,>,� ,, , �,. ; � - F. O, � � _ _ _ , c • ' ---�� '' : -- -' ; < - � I - GKti�€��O- _��_ -_- -. . ,� - `_�/ .. ,. .. - _ _ _ f F __ -T - � � � � ' t ��ap.aN== - - T =-- �, ,, _ - �.�- = T - � -T� � -_ _ _ _ _ ` ^-`_- _�' =_ � , , - _ - y i_ �- - - - � I� �jq� � � - EST. x' YONS �.'�A55 8 �P RA - � � ." , / ' /� E57.'7 SY G�OTEXT,4f FABRI � ;`.`'�� ___ --- -1- I . . �/ " - � � __ - . _-- _ __----- - - - - � -_ -� � _ __ _ - - N -� .� - - - --- -- - _- - - _ - - , -__ _ <�,� _ _ -- --- - - � -� � _ _ - _-- -- _ - - - � - - - - - � - -- --- - - - - __ _ ;--; � -- - - - � = ��: _�_ __ __ - <. �i � , - Q - � . � ,� : z�r �� -�- - - ; , , . � �� ;f , � -- - - , ,. � �s ,; I r - ,, �.` , c!� , I' _ " ' � � d, � l - I : i ..�,, i � , �� ..' � ' i � .,� L : � �� 1 �15' R B<II _ ' �� ' PROJECT REFERENCE NO. SHEET NO. DETAIL 64 DETAIL 30 R-2582A 22 LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH �No��o s�oia� ,� RNJ SHEET NO. iNo��o sroiel � ROADWAY DESIGN HYDRAULICS u, i � � ` �ii � ENGINEER ENGINEER Ground �'I D , ��' Slope i'1o�uml p'� � � slop d Ground 3') p F�o GEOiExr�LE B Min.D=1Ft. d �ffl1 llNi.��ll'llall'a lli ll'lli�1V� Max.d=1 Ft. Geo�ex�ile� Min.0=1.5 Ft. v DO NOT USE FOR 6W qCQUISITION 'When B is �=. 6.0' B=2 F. b=5 Ft. Type of Liner= CL 8 Rip-Rop Mox. d=1.5 Ft. Ot ��TAT ID� �¶ �AT� Type of Liner= CL. B Ri�Rap p^� � 11V 10 lla LV FROM -L- STA. 286+40 TO STA.287+50 LT FROM -L- STA.287+50 TO STA. 293+00 LT � Do NOT USE Fo CONSTRUCT1oN � DETAIL 32 SPECIAL CUT DITCH NATIVE MP,TERIAL / Na IHo��o 5caie) ro^, FILL LIMIT � � o^��, ural p� � Slope / G�ound 3-� D F\ �e� Min. D=1.5 Ff. FROM -L- STA 293+00 TO STA.297+50 LT 0 + � N � I $PECIAL LATERAL V-DITCH � W/CL B RIP RAP SPECIAL CUT V-DITCH i SEE DETAIL 30 SEE DETAIL 32 � -L- STA 286+64.69 ELNORA T. TURNER , et vir- DB 894 PG 696 � � � ' LATERALI2'BASE DITCH � I � ">�� -�, W/CL B�RIP RkP '� SEE DE�AIL 6 , I / / � � 'f�MPORARY MP�,CTS I�1� I/ ;' � � � � - SURFAC� W TER , j /I � I�I �� O V / 9 , � TDE � i �_ \ I ' I I� i O � � -�� , _�� / _ � � �` � � m � I / hUE �_ A � �� r i � �_- � ---' - �� ', � + _ � c,/� r , ��E��E M , �� -�- �� .�, ., �_' ��__-�� c _ c.� ,_� c - - CV _ �� _ _ _ ' � �- � � . '- �' ... � �_-_ �___ � __ - __ __ � , __. . _ ._ _ _ . _, . . � _ � -- _ - 8" ' _ - - _ �- �_:- .',a ' . "_ - -_- ___ -__ - ____ „__ - ,. � - -- 'Ia- __- __- - . . - _ - __ ` _.___ .... , .. ..-- �- �� _ . . ___ - ___ _- _-" _, ___ �.j.i - - -- - � - ---� -. _' - --- -_ _ _� - - - -- - - �,- ` - - --. , - _ . \� - � F . _- _ � u__- __ _ - __:. _ _ . . _ -- -- - - - - - - _ - -- - - - - - - -- -- r ---� - ___ __ _ __ _ __ -� _- g+ ` , � i � ,... , �.,.. � . .. . . �. � � �s>- \ \ - _ � __ -_- - �_ _ _. ... ___ ___\ ___ ,_,- _ _- _ __ � _ �< _ _ _ - -___ _ --.._ . .._-___ ?'&., -, _- ' ' __ � � � , � - - -- - - - - - :_- -_ - - - � -- - - - _ _ � - Fs- - - _ _ - - a r�: - � -. �- ��t6'��-- - � - -- M ---t� - r�c:�sb-�s� --- - - r y-, � - - N � - `- � , '� ,-i - PROP.�R�Pt�g'7( "5 RCBC �. � / - � - �,y- _ 2 ° � i - _� - , --- - - C - - � <�f,` � ; � _ H \ \ �i �/ � I ::� ....� , . / / v \ i , T � �. . �� .� ' m / _-_-� \,s y � / i ;i , � _.. :;��. . �. ' '� ' , .: � ...',.. I i �\ . \ � � . � � ' - ., \,., .'.. -� �''.. `'- END,'SBG ...�� Q1Q' ,� 7. �CfS �� .` � • 2GI~�• /.�SPECIAL CUT V-DIT 11 � • Vi � � ,... ...... �� \ \ ,, �' �� , -� � � ,, 1 � �,, i 2GI i____ � 1�� i :r ;... ; � STA.288.+00 -L-,kT V70� :Z15..f s �. . �, ,� . .�s.,,\',� � --�.. � ' � � ,- Sf��..DE7AIC 32 ., ��'�� W � • ----'- �. �� . i TA. �� i � ... , . EST. 2 TONS�CLASS B RIP/RA � - N � � , _" F i F _ Q84+45 -% RT � � � �� ,I . , p j�- � _ i ...____.�'.� -'-,- ',�'". � ,' ` / ,, � ,¢� _ \ EST. 7 S.Y.iGEOTEXTILE FA�kIC �� ..�� 4 , ......� _ NATNE MATERIAL'.. ;� �L4TfP.AL 2' BASE DIT�i�i� �� OW . ' - <.: '_ � I W _____'.... __ _\'�_ , .. ... ..., �- __ � _ _ _' FILL LIMIT.� i �' � ,., � --�� -� ; r ,... ___,\ �\ � ___ - �� :(�1 i � �- _ _ E , _ __ , � --- _ ` , ' � � : � � -r y -'` :., __ � _'_ � \ - Y I � ' .� /� � \ �.F , � F �� ..� ' �� _ _ ...il�-SEE ➢ TkIL 5 J \,� '�\ ��4 . ' � ,,'C 'Y ,�- _ � W - _ �. , �.. - � '� d _ - - ___ _ � � � .� � _ � , � . ___ ` j y ''` � F y� . -_'' � � c � `� � � EC$E1W5 � , n' � , - - , .. , -i.\ ;' y[.. -�' ' __- - .I ; .: !x �r ..;�� r - _ i ��. TOE PROTECTlOIJ' F *�� - � _ � �� \�.� I / �" W 2 SEE DETAIL 63 UE � PUE � . _ - �r- . ,; -r � �� i� � - Pll� �P PU€ , __ "-,�� \ ' i� -' - 6 �i � � � i -t� 1 _ ;; � au , t , � -, , , , , ,� _ d�` � , � �t, - ,, , t%� . ', - �,'� \\ \ --�, � h'„' � � ,. \ �E � ,� \ \, �.,.., . : � �� .s � i T TD - h_� ., ., , _---- ----- _"� '., p ,,, .. -�..; � ;�.... � �' �� E '� � ,TDE ��• � � _ � y Z_ � / _, r , � � � � <, -�� rUe 2Ue __ ��'��;: " � - � � �� -� � I see � erni �re � � rtcr�� -' Z , A � 1 � � . � � � �� ,- ,P�� ' _ .. - ; �,, �P,W[-:�� Pl1�E � �I ��,b.,,'� � H � � � �. � . � . � ` . ,. � � � � � ,, �, ; � � �-- v � ! PWE," ��E � v �9e� ea � � , � A i �� s� � v. � � �� `, � c ` ' � - � \ 1 \ \ _ !r' ��,`TEAAPO qf��j$� � �\ w o s �g� � 3 j � ..... � . pUE P��^�e m �1`\ � I l,, oos `-� / � , ; ;s --� � I' � . -Y ,Y ^�,'� �I � 0� o� � \' , � � � c j� . � m `�� `� � � � � � � , � WATER � c 1is uRNER. � � , � '. - • � �. �� .'� � � _ RQ'OD BENCH , �- _ _ 9, � I n V PUE _ - . � �� - '----.,._ �--- �� _ __-_._ . -_- � � ��a�€u _ _.... ` . S�__. \ ��. �-__ CN �OUTLET � , � -.. "��'-„ -..' � . � � PUE ' ` � �'- - \ LATERAL 4' BASE DITCH SEE DETAIL B I j '-SEE DETAIL 56 75 LF PROPOSED ' EST. 2 TONS C SS B RIP RAP STREAM ALIGNMENT EST. 7 S.Y. GEOT XTILE FABRIC (SEE DETAIL C) FROM STA.286+70 RT. TO STA.287+50 RT. � � � �:nTHERiNE 200iNSON, TRUSTEE � � D:, /5_i PG 192 EST.S TONS CLA55 B RIP RAP DETAIL C � EST. 14 S.Y. GEOTEXTILE FABRIC CHANNEL CHANGE (LOOKING UPSTREAM� � SPECIAL CUT V-DITCH ` ( Nof fo Smle) � SEE DETAIL 32 IL � SPECIAL LATERAL 'V' DITCH b Proposed Roadwa , -�- cs st 283 4667 -L- ST St 286+4667 SEE ENLARGMENT ,No„o��a,a� N ��, I FiIlSlope _ ros �� vCC °' °' SHEET 36 OF 53 - / G o� � 7:7 p'1,.\ �„ht. � J d � �°� r�ll TYPe f Liner= NATIVE BED e Min. D= 4 F}. � DETAIL B c�o��a a,� F�o e` siope MATERIAL; CLASS I RIPRAP LWER Max. d= 1.5 R. �"'��. e anne1 ETAIL A Floodplain ROOD BENCN � OURET � ON BANKS ONLY FOR LIMITS SHOWN B= VARIES 7 R.TO 12 Ft. FLOOD BENCH (ig INLET Bench (typ.) , ( Not to Scale) 6= 10 Ft. (MIN. BERM WIDTH) Floodplain , ( � �a Scale) Natural ELEV; ZZ.�Q Noturol NOTE: REALIGNMENT OF OOWNSTREAM CHANNE� RESUITS IN 40 LF REDUCTION OF OVE LL �Yp-) �'�� Natural _ _ , Min.D=1S F. Bench 1 Ground} � ' Ground STREAM REAGH LENGTH (REDUCED FROM 175 LF TO 135 LF MEASURED FROM PROPOSE CULVERT -� ELEV. .37� --- 6 �� - OUTLE . SEE PLANS FOR DESIGN INFO AND QUANTITIES. Ground. � ?'7 FROM -L- STA.291 i-00 TO STA.294 F00 RT Natural � y ,--� d= Min. 1 Ff. s- 7�� 1'� - Ground�y ?�) .'L� " B= 7Ft. d �E.Sy' �F�� EST.90 TONS CL4S5 IRIP RAP -_?') �- '� _ Er-iti 6= 0 Ft.-$ Ft. Va�. b I I "' EST. 250 SV GEOTEXTILE FABRIC d= Min. 1 Ft. ' d s "' h"B 1 00E _,�50 �Y P E RM I T D RAW I N G B- 6F1- BF. Var b �xEriN EST.160TSOVNGEOTE%TILEIFABRIC = 0.005 kRf GEOTE%TILE FABRIC ELEV. ]I.10 FLOOD BENCH CRO55 SLOPE �5)=0.5% GEOTE%TILE 6= OF - 9Fi Var. FABRIC B E EV. 71 37 DDE = 300 CV = o pao, �, F�000 BENCH CROSS SLOPE (5�=003% DETAIL 63 S H E ET 35 O F 53 DETAIL 32 DETAIL 14 DETAIL 56 TOE PRO7ECTION DETAIL 5 SPECIAL CUT DITCH (�� SCO1e� PECIAL NT DITCH LATERAL BASE DITCH LP,TERAL BASE DITCH �Na��a Scole) (Na��a Scole� INo��o Smle� �Na��a S<ole� � Ns� Ditc�, �^=h Nom�l �� Nowrol 3'� �S°Q0 Nowrol �� IOO' O' IOO' �°� Slape rva�uro � A'� ��y� Slope Ground 3 � Ground y F` � p� �e< y n �^h�. Fiil ..{ Ground 3� � F'iii c.o��d \`�:I Po Gro��d qR, p f�� ' Slove � I -r .l p 3' 1"h�, Sione � Fo�o� � Min. D=3 Ff. 'LJ � Min. D=1 Ft. Min. D=1.5 Ff. � e� Min. D=1.5 Ft. 8 g=p ry b 3 Fft. Geo�e.�ile B B=2 F. SCALE b=5 Ft. Type o4Liner CL. B Rip-Rap 6=5 Ft. FROM -L- STA.2 7+00 TO STA.283-00 RT FROM -L- TA.276+50 TO STA.282-00 �T FROM -L- STA.283+67 TO STA 284+75 RT FROM -L- STA.283+00 TO STA.286+10 LT FROM -L- STA.287-70 TO STA.289+00 RT SEE SHEET 47 FOR --L- PROFILE FROM -L- STA. 90+00 TO STA.291-00 RT FROM -L- STA. 284-75 TO STA. 286+38 RT � � � / � . � � � �- �— � PROJECT REFERENCE NO. SHEET NO. , � L— ST A 2� R-z58zA z2 F F DENOTES FILL IN �� s�� o WETLAND i ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER � � * � DENOTES MECHANIZED �� ' �y dNc��.� � ��..s�iv� � � � � �' � LATERAL 2'BAS � � � � CLEARING , _,�_�S � �� NOT USE FOR dw ..�av��T�oN �� i � W/CL B RIP RA ��iN �� DENOTES IMPACTS IN ,�SITE H ��', �-� � � � SEE DETAIL 64 � NOT �s� �o �oNSTR��oN � suRFacE waTER �' �- �� T�A1IPORARY MP�CTS IN � DENOTES TEMPORARY � �� SU�RFACE � W TE� �i' ;, - �✓,� � IMPACTS IN SURFACE WATER_ � BEG�N CULVERT _ -y-, , , ' � � , �� L ST A 286 �38a00 � � I � ' � � �-� �v�� ; TOE PROTECTION � � �� i TD� p �b ��_ SEE DETAIL 63 � �� T � � TIE P�OPOSED DITCH �O � � � I EXISTING DITCH LINE � � �' � � �, i� � � � C a' � � ` � � � ; �� ' — � - � r r �, � � �_ , � � � �'�:__�, � �� _ C C �f I �r � I � ' t I r �- � - _ � � � � ! � � -� `✓ F , � � �� __ _ - ' r �y��,Tl]T rn T �i� , . � '-- � —� ,�,��1 ��r �f[rrrr��l)r�yii �� _; -�, i - _ - � - �' �� _ - F _ � �, 3 � " � ri-r�r �r i � � ��: - z � �� _, � s� _ _ A► F � ' F � F � _ �� , �, �v--- � � � , ' _ - - - - __ _ - _ `� - - _ - . ,�T - � � _ _ �,\��_,_ _ _ T >� - - - - - - _ - _ -_ : - _ � � �� - - � � � - - - - - � � - , - - , �, _ _ _ _ _ . , _ 2�� i, - , -L- STA. 2 86 + 51 = 2G1 , � ;'��- _ _ = I �\, ,_ SKEW - 77° PROP. TRIPLE 8' X 7' RCBC - _ , LENGTH = 1 ' FS V _ . \ _ � � � � � � i� i � a V � � 2G1 15" RCP-III r - � 2G1 END SBG STA.I284B45 -L- RT v� � EST.2 TONS CLASS B RIP RAP STA.288+00 -L- RT y�j�0 = 2 5 fps = FS / F �� / EST. 7 S.Y. GEOTEXTILE FABRIC NATIVE MATERIAL LATERAL 2' BASE � � --- - _ . , , � - " ->_ — — — �.,. � SEE DETAIL 5 � � � , �� 2GI /24„ � �� _ � F , �/ , . _ � ; - _ �� - F _ � ELBOWS / � � � � � - - �- - � _ � ,_ F ` � � - � � � TOE PROTECTION� " ��, � � � � � � � � — � � � SEE DETAIL 63 ��+' ` � >� ��-; - � - —F _ �� --- � ��, �� _ �'�_ - _ � C �� ' � � < � � _ // PUE '�� '�` g ; QVE PUE � _` k�__�- '�, R , / � ', PUE PUE ,q \ �/ -''� P� E —� � E � Pv pUE \ ' pUE �, -� , � � \ � i �TEMPORA Ellb�''tr`�T� QVE _ � -S�ce`�--1 �Fd—� l7�FA� -� � � WATE R '� �, � � � � �� ;�� , � �� FLOOD BENCH � I @ OUTLET PERMIT DRAWING LATERAL 4' BASE DITCH SEE DETAIL B SHEET 36 OF 53 -SEE DETAIL 56 75 LF PROPOSED �i STREAM ALIGNMENT 50' 0' 50' (SEE DETAIL C) � I�ATHERINE ROBINSON, TRUSTEE EST.5 TONS CLASS B RIP RAP o� DB 755 PG 192 � SCALE �sE \ EST. 14 S.Y. GEOTEXTILE FABRIC N� �E � , � S ITE 8- PRO F I LE VI EW ALO N G STRU CTU RE � �� -300 -250 -200 -150 -100 -50 0 + 50 + 100 + 150 + 200 + 250 + 300 � �, � � w � � � x a N � � N � � � , �, � � 0 , � � � E � 0 � w � � � � w ; �E �� o�� =E ��m N�e 0 5 10 PROJ. REFERENCE NO. SHEET NO. �iiTrl R-2582A 38 1 0 1 0 1 0 1 0 1 0 1 0 90 0 0 60 50 40 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 ITE 8 0 W E T L A N D 0.009 .� 0.025 'O � 6:1 5.81 3;1 �O � — — � 83 99 3:I � — — — — � �— — ��__ � — — — -- 86+00.0 - - — — SH ET 3 OF 53 1 0 1 0 1 0 1 0 1 0 1 0 90 80 0 60 50 40 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 � � 6 � � � m tis NCC �� O� � � PROJECT REFERENCE NO. SHEET NO. R-2582A 29 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER �N��' �' �d.a�� DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION O \ � * � � � � M � \ o� ELISE BROWN SMITH � ELISE BROWN SMITH DB 566 PG 83 \ DB 540 PG i2 � .. � � TDE-� M��oREo cw,aes. et oi � � � w;�oFF / y MILDRED S EDWARUS, et ol - - � m WB 09E PG 135 _ � �' , � � � � ��o I � w O � � � ti � � � � ��o o _ �zN O � � \� I � 3 �F�� Q p SPECIAL LATERAL 3' BASE DITCH i '� �N I�� , SPECIAL LATERAL 3' BASE DITCH UF r SPECIAL LATERAL 3' BASE DITCH SEE DETAIL 70 . �� - - POND I + ;� SEE DETAIL 50 . �� EST. 2 TONS CL455 B RIP RAP � � SEE DETAIL 70 EST.7 S.Y. GEOTEXTILE FABRIC �, 0 I� �� PUE PUE � PUE PUE PUE PUE � � PUE � PWf �.. PUE PUE�� PUE PUE �� I � $— PUE F�UE I� R � C \ -� � ��. � � PUE PUE —�i � PUE F M - - - _- - - � �-� ��'T � .. ,'T4�F c _ c � — .�� .:� c� k� �� L�' -�� =r� . � � / � i _ ..-, c � � . . --° � ��C�,�T��'� c R � ' , � : = T- • — N- - ` �\ - - - _ _ - � -- - - -- � - ., - - ,� J � U - - � - I - -- -- ._-.-. _ E-�ti .. � .... ---- - �- -- --_._ - --- - --- .-.. - -- - -_ - - - -_- ..L ,.. ;n � _., _ _ - _ . ___ ___ _ _ _ _ REMOV , ____ - _ _ _ . _ DI____ ._. _ ._._ _ _ _ ,_ _ _ _ _ -_ '_-- _______ _ ..__ . _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . � 15" 5„ RCP-11 - Dt _ _ _ _ ; _ ]5"_ RCP;IU_ - . _ _ _ _ _ _ _ - . _ _ . . \ � . - - . . _ N RCP-111 - ____ ___ __ ___________ �� ____.- _ -- ,� 2GI --5- - ____2GI .... -- -.___.-_._-_ _,- _ � i' � 2GI ' . _ . _ _ - _ . _-- . . . F,- _ -L- _ , _ Fs.- - - - ��FS -- - -- ----- _ _.__ L _ _ _ _ _ _ _ _ _ _ _ - _ W__._.__ . . ' __ __ _ _ _ - _ _ _._ . .._ - _______._ - . W = ___ -'' � F�- 2 n — � __ �� W � -ESt 3 TONS�CLA55 B RIP T tn � - ct,o = ,o.s �r5 F R' � � �` � RAP - ' W � EST 10 S Y. GEOTE%TILE FABRIC V10 - O S�fpS �J' � �L W __ W -�'� �� yy �y-s�-� -�`�-'tBGi�� ; F F � � V% � �"% c— ` � �C � '0 65 rps� '��c 'Y- � _ � R� � y � � ,y F F F � , .. � . ' . � � . -.. - F ::J ` \ 1r � F F W W � _ �� l,j c � 1 SPE IAl LATERAL 2' BASE DITCH \E5�.2 TONS GLASJ B RIP RAP �. � � N Z C �_.= y y� �Y R ,�DE . SEE DEfAIL 33 EST�\ S.Y. GEOTEXTILE FABRIC� � �' �' � � � �- I W J C � / �-SPECIAL CUT 2' BASE DIT H � �. � � �' �- � � � � _ ` SQE . SEE DETAIL 69 � � � � � � � � � �. � / � / � � �y I J � - � � �- � � � � � SITE 9 �- � � � ��,,�� % 2 Q i �, , �,< � � � �. � V � �` SPECIAL LATERAL 2' BASE DITCH I � � � � �, \� '�' �- � � � � � Q see oernu as � ��' � � � �- 3 �l �' � �y i � � � � � � �' � � ay � F F DENOTES FILL IN �� ,y � �l � WETLAND �y �� i AYI.OR FARM PROPF_RTIES DB 955 PG 272 DETAIL 33 DETAIL 50 SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH �Ho��o 5�a1e1 Irvo��o scale� � �,oi � o<e F�n Nm�,ai � o� — F�n G o��d 3. �'' f Slope Gro��d 3. �' Siope � p F\o� ./ p F� �e � Min. D= 1.5 F. � Min. D= 1 Ff. B= 2 F. B= 3 Ft. FROM -L- STA. 374+30 RT TO -L- STA. 380+00 RT FROM -L- STA. 372+40 LT TO -L- STA. 382+00 LT FROM -L- STA. 380+50 RT TO -L- STA. 381+70 RT DETAIL 69 DETAIL 70 SPECIAL NT BASE DITCH SPECIAL LATERAL BASE DITCH �No��o Scale� (Noi�o Scale� na��rai � o� F.om Nm�,m � o� F�n Ground J.� p b� `g� pi�cF Ground J.� A' �¢� Slope � � � P� Slope D p\o �,�.�,.� Min.D= 1.5 Ft. u Min.D= 1.5 Ft. B= 2 Ft. B- 3 Ft. FROM -L- STA.380-00 RT TO -L- STA.380-50 RT FROM -L- STA.382:00 LT TO -L- STA.391+30 LT ' * • * DENOTES MECHANIZED � " " CLEARING . + . � "�^..�iLOR FARM PROP�RIIES � DB 955 °., _i� �, DETAIL FALSE SUMP � Nof,o 5<a�e) Medion Ditch 9 -� 2 �.- (See Chart Below) , ]0' � GI f s - ef�. S=Difch Slope 4 Proposed Ditch Ditch Grode L Ditch Grade L 0.0% To 2.0% 20' - Over 4.0% To 6.0% � 40' o�e� z.oi ro a.oi � 30• : o�e� t.oi � so• -L- STA.379+60 M -L- STA. 384+83 M JBJB,LLC DB 707 PG 834 \ SEE ENLARGMENT SHEET 41 OF 53 �, �\ PERMIT DRAWING '°°" °" '°°" SHEET 39 OF 53 SC Lq E \ � � 6 � � � m � � � � � � w a � �ro o-o. tis �vCC O � O �L T � � M Q F— N I J I � N F— W W _ N W W N W Z J _ V F— Q � \ �ia, 7 i AYI.OR FARM PROPF_RTIES DB 955 PG 272 DETAIL 33 SPECIAL LATERAL BASE DITCH �Ho��o 5�a1e1 DETAIL 50 SPECIAL LATERAL BASE DITCH �rvo��e scaie� G o��d 3. �'� te� `Slope Gro��d 3. �� Siope � p F\o� ./ p F� �e � Min. D= 1.5 F. � Min. D= 1 Ff. B= 2 F. B= 3 Ft. FROM -L- STA. 374+30 RT TO -L- STA. 380+00 RT FROM -L- STA. 372+40 LT TO -L- STA. 382+00 LT FROM -L- STA. 380+50 RT TO -L- STA. 381+70 RT FROM -L- STA.380-00 RT TO -L- STA.380-50 RT FROM -L- STA.382:00 LT TO -L- STA.391+30 LT PROJECT REFERENCE NO. SHEET NO. R-2582A 29 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER �N��' �' �d.a�� !)f DO NOT U9E FOR 1 W ACRUI9ITION v p 1�1E�lE1Ld�AIN IB�Y 1�1LAN� � DO NOT USE FO CONSTRUCTION � � SEE ENLARGMENT SHEET 41 OF 53 � � � � � � m � � � � a � �ro o� �_ N' � PROJECT REFERENCE NO. SHEET NO. R-2582A 29 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER � O dNC��A1�1L1E lE 1�1L.s\N� \ Q �!) 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GEOTEXTILE FABRIC � PUE �--FPUE � PUE PUE � PUE �� Pl�E = PUE PUE�� PUE PUE - ' I PUE � � I �P UE UE�— P � P C �, � UE —�,— F � T � R / � l� A ��— G �� c ` — c � - � � , � �; ,, _ , � — � �� , �, 2 �� — � � � �� _—r - � — � � � � � �� - -� ,=� ,� i �� —Ti / � � � — R �,D�E TO � -� -- —. / / T � :,. - ,, � � � T - ��---- � — - ---- --- -- -- - \ - -- ---- � , � � � — - -- - - _ - - - , - - -- -i -- - - V_ - , `, � _ REMO�!E— ' ' - _ __ _ _ _ - - _�... ;n 1 .. ------... - .._. - . . . .-..__ --- - - - - - - - ,. _ - _...-.- _� -- - -- ---- _ _ .. - - - - - - - - - - - - - - - - - - - - -�� - - - - - � � � _.____ . ._ _._._-_-- . . .. _.. - - - - - - - _� -_ ._. .. _ _ ---- -- - _ . .. _ .. ---.. - - - - . .. � . .. _ --- .. - - ---- - - � -- _ _ --- - �....., --- . - - - - - - - - - - - - , - -- � _ ._ .. _. -- 2GI . 15" 2GI _ __ _ _ � - „ , FS „ _ -L- � __ -- � � ,o.s cfs - — � - F �'' � 0.5�fps �J- ` � � - _, � �� . p �' � � — � � -�f; � _ �I t,o=io.s �fss�'— � . � � �� F � F � F � F �10 =U.5- {ps � — ' � � � � � ' � � � � R �' � �- � F _ �- . _ -,i' � F F � :IAL LATERAL 2' BASE DITCH�ES�. 2 TONS CLASS B RIP RAP � � � � � � � , F � DETAIL 33 EST\7 S.Y. 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GEOTEXTILE FABRIC /'� �EI�,IL 71 �' � / i \ � � � --I— PUE PUE P�UE�� PUE � PUE DU't PUE PUE PUE PU � �; �, I � � / /'C \ �ejM_ — � i � —�� , �� Ti i � � I/ � � 56' 05a7" E - (-rt �- � fi �f--�� - -I-"�--�� —� F C C - - � , r_ — — — � C � � � � T � � � — — — — — — �� — _ � _ < — _ : � — — —�_ � � / � _ � ; �— -�- _ ` ---- � = �-� - �� - - FES _� _ _ F i - - �- � '� R MOVE � � REMOVE - a U � a N ,;, FS j 2Gl + _ � �� -� � - - � � � � a � � �ro o� �_ N� --- > ------- -- -- -- � -- > ------ > -- — - ------- �, - � � — — — — — — --- — C C �� — —� � c� � / /c � � /� SPECIAL LATERAL V-DITCH SEE DETAIL 1 PERMIT DRAWING SHEET 45 OF 53 �/ � �� o, �Q�c, l � l�F� �_ ,, � / - < � � I I < - C --� � —_ ��—�-z �� . C ��,� �� — C SPECIAL LATERAL V-DITCH SEE DETAIL 25 � � � � � � � 6 � � � m tis �vCC o SITE 11 0 + N ', * * * DENOTES MECHANIZED d' • .'� . � CLEARING � DENOTES EXCAVATION IN WETLAND � �, �, � SPECIAL LATERAL V-DITCH � � EST. 15 TONS CLASS B RIP RAP I SEE �TAIL 4 �� I I EST. 37 S.Y. GEOTEXTILE FABRIC �SPECIAI L4TERAL V-DITCH \ � I � S�E DETAIL�t �, �, � � \ EST. 2 TONS CLA55 B RIP RAP � O � �' EST. 7�:Y. GEOTEM�ILE FABRI�, � 1 . � � � I � �' �' �' �, � I �I � � m � � XCq�VATION � � � � � � � � � I WETLANDS + � � ' � � i /t � � �' � " ay � � c O� �' � i'� � � � � � W � c � � �'� � � � — — — — — � i � — — ---- � � — — � — � � � - — — �- _ � _ <- > __ Q— V--- . �- . .. . . . . . . \� _ _... I H (n i REMOVE � � I - � REMOVE I � J � I N A r M z�i -L- - i w i S 47° 56' 05.7" E F5 ' T a�e n = I N � W � I SPECIAL CUT 4' BASE DITCH '- W I � �SEE DEfAIL 76 W -�� I �� \�` , �� .� - �-- - Z �C „�� / J_ .. c� c �� , _— I �� c� V H , ��i i i QS 'i ` li 5 �1 I I _ L SPECIAL LATERAL 4' BASE DITCH - I � SEE DETAIL 75 I� � �' � JOHN JOSEPH BROWN JANE BROWN DB 710 PG 336 ` SPECIAL LATERAL 4' BASE DITCH SEE DETAIL 75 DETAIL 4 SPECIAL LATERAL 'V' DITCH �Nolb Scole) urol � \°�e� Fill Ground F 'I D �� Slope aye � M'in. D= 1 Ft. FROM -L- STA. 419+00 LT TO -L- STA. 421+90 LT FROM -L- STA.422+00 LT TO -L- STA. 428-00 LT PERMIT DRAWING SHEET 46 OF 53 �� Oy ♦ � I — - SEE ENLARGMENT SHEET 48 OF 53 SPECIAL LATERAL 2' BASE DITCH ,,-SPEGIAL LATERAL V DITCH SEE DETAIL 33 .� SEE DETAIL 25 -- - - -- - -- _ �-,,,-- -� ___ ___L_-____ - � C GRADE 10 DRAIN � C � ��,� -� � _ f: � DETAIL 25 SPEGIAL LATERAL 'V' DITCH � No� io Scale� Nafural � A�1 °� Fill Ground 3.� p F�o e� Slava Min. D= 1 F�. FROM -L- STA. 429+60 RT TO -L- STA. 432+55 RT 0 + N v 0 + 0 V PROJECT REFERENCE NO. SHEET NO. R-2582A 32 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N��' �' �d.a�� DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION MILURED S. EDWARDS, et o�, -L- TS Sto. 429+06.35 wa oeE Pc i3s -L- C Sto. 43/+06.35 .� $T/�.NDAk� 3' BASE TAIL DITCH � �i' EST. 11 TONS CLA55 B RIP RAP �- ��- I EST� 40 S.Y. GEO7ExTILE FABaIC i � r � �, �, �EEI DETAIL 77�� I � �' 1 -airn I \ ��m- — — —I �� 1 m ay _� '� — � = — — _ � _ _ � — — —�-- � — — -�.. <- _ _ - _ _ _ _ _ _ � �_ .�_ F.- . — -_ \ _ - - -- - � . ... . . . . ._ . . � `--�_.' �.t---__---__� \ � �SPECIAL LATERAL V-0ITCH �_ � F - x--y� �y� y� x Fn j�� g�S ' x�-�'�� - SEE DETAIL 4 . _ ' ' - __.___—_ -,.� �� L��/ \/ �% \�/ \. / � � _ _ _ _ " _ _- ' _ . . , ___ - . . ... _ _ REMOYE ! _ _ ----- -- ----- ----- .. . ----�-- - - ---- . . _ : � - ,�,.^---- - -� . - - - - - --�- __-�--_ -_�------- - ----- --�-- -� � - - - - - - ------- � l ------ � — — : -L- _ -L- d W&M ASSOCIATES DB 908 PG 765 S 47° 56' 057" E c c � C W \ � V, � � �� ,��`. � � � �� DETAIL 50 DETAIL 75 SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH (No��o Scale) �Not�o Scale� DETAIL 33 Nm�,ei �a r�n Har�.ai �o< r��u SPECIA� LATERAL BASE DITCH ��o�nd 3,.� p'' ne� siova c,o��a 3;� A� siop� �Nor�o S�ale� D F�o D F�o��e� � Min. D= 1 Ft. � Min. D= 1 F. Na�ural � o� Fill B= 3 F. B= 4 Ft. Ground 3.� p �' �e Slope F\� FROM -L- STA.432 �-55 RT TO -L- STA.441+00 RT FROM -L- STA. 418 i-50 RT TO -L- STA.421+00 RT � Min. D= 1.5 Ft. B= 2 Ft. � DETAIL FROM -L- $TA.422+20 RT TO -L- $TA.429+00 RT FALSE $UMP � Notto Smle� Med'an D'tch 9 -� 2 � - - L Isee Chan Below� '," za" —�I GI fs— e��. S-Difch Slope CE Proposed Ditch - Di}ch Grade l - Ditch Grode L � 0.0% To 2.0% 20' Over4.0% To 6.0% 40' I Over 2.0% To 4.0% 30' Over 6.0% 50' -L- STA.421+86 M . . DETAIL 76 SPECIAL CUT BASE DITCH INo��o s�oi�� No�urol From Ground 3.� p A'� �e� Dif<M1 P° slone � Min. D= 1 Ft. 9= 4 Fi. FROM -L- STA.421+00 RT TO -L- STA. 422+20 RT ' 1 HW __ i �My � 7 SPECIAL LATERAL 4' BASE DITCH I SEE DETAIL 82 W&M ASSOCIATES DB 908 PG 765 DETAIL 77 STANDARD TAIL BASE DITCH � Nana s�oie� G��ral ural ound 3,� .3�� Ground d � G.ore��le B Min. D= 2 Ft. Max.d= 7 Ft. 'wl�e� B I: < 6.0' 8= 3 F. ,Type of Liner- CLASS 8 Rip-Rop FROM -L- STA. 432+20 LT TO -L- STA.432+22 LT � 0 � � + M M � Q N J I M M W W _ N W W N �.�..� J _ U � ■■■■■ � � � � � � I � � � � m �� Oy ♦ PROJECT REFERENCE NO. SHEET NO. R-2582A 32 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N��' �' �d.a�� DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION SEE ENLARGMENT SHEET 48 OF 53 � � � w a 0 �ro o-o. tis �vCC o SITE 11 0 0 0 0 0 + + + N ', *� * � * DENOTES MECHANIZED N � d' • . . CLEARING d' � � DENOTES EXCAVATION IN WETLAND MILURED S. EDWARDS, et o�, � 429+06.35 we oeE Pc i3s -L- C Sto. 43/+06.35 � CLASS B RIP RAP __- I �% $Tl�.NDAk� 3c.BA5E TP.1L DITCH ' � SPECIAL LATERAL V IITCH � , EST. 15 T NS I � � � SEE �TAIL 4 � � -F �� E5T.37,�Y. G�OTEXfILE F#CBRIG� � �- -__ _ - � I� � �i' ��.� EST 11 �ON� GLASS B ��P RAP � $PrECIAL�� V-DITCH ,, i �C - -` � � � __ ' _ _ - . � � EST� 4A S.Y.�GEOTEXTILE KP,BNIC �� s�e �era5��a� 'Y i� � I � �� " ' . � �'1' r � e ��s el rnu �Z� � �'-� � es�2i roNs cuss sl�e w.� � � � J , �� =` � � �� " ti � � � � 1 �' � I � �� z� v. ceore�p+�e F 4aa � � � 'Y I �- , A � � ` � � � � � �, ._ \ � � � ' � �`� �b 1 � � �`'��' - � � � �-e, � � � � - � � � - �' � _ ' � 'Y � - �y �y '�, ��- � �� A � , � � � ah"- - �� L� �� , m � v � � ��,C WATION - �' ' �� I �� , � �� i � � �� -� �' � � O p ; � � s� � � � � �i I ETLANDS � � p x �`�'� � � � ��\_. � _ � , �, f �� -._ �.� �- , �� O i � ��- � ' �, � � � + �, i �,d y � � � �,� R �� x�- �� - M �� O� � � � � �� _ � c � � �` / � i I C � ` � � c — -- `- — � ,c �� - = -_ -- -- - � ,.. � ;i � ...... :� � � —� _� ---- �'' - - - - � � ' — _�_ - - - c �.- - _ .. ,- ,� ;'�` ��-� - - -- - - _.-- -- - --- �L 1�� _ � � � � w �-� `..�� - ��'-.--� ` - � -" �"� - -----�- -�.._ �, - � � � �� __ _ � � _ -- � \ � - , — > . . - I. - - - -- - -� -,-- -- -- � � _'1' _-� � F- _ _ � .. - �'�. � �.i ��,1a -�-� � �V - _ �� _ -�..�- - — --- - - -�-- � --- -- : �-- .- - _ -- - � _ � _ _ _ . __ _ �7 �� - � - - - - - - - r r � � � _ i Q ' . � - ,� �- - � .. . ^s" ---- , - ---- - --- - , _ -- - --- - - - � .: < < � ��._._�.Y -- � , -" �� . . . _ , ,'- '' - - � � . 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H I �'� ` � � � � � � i � �� A � � V 9� i g Q I y� \ � < �� \ SPE I LATERAL 4' BASE DITCH ' � � � � � � � SEE E �P,IL 82 � 9 ( / � 0 \ FI � / � SPECIAL LATERAL 4' BASF DITCH q � ) � � i � ii ,/ � SEE DETAIL 75 � � � �,_ � � s � �� _ , ��(J� I �'. 9]- ' j 6 \q '. Q+� '�. ' � ,V � �00 � ' ... � i t _ -�., i �,» -__ ' , _i �--.-� _____ -_______ ' . ' W&M AS`_�,OC!A i ES DB 9c78 PG 765 JOHN JOSEPH BROWN JANE BROWN W&M ASSOCIATES DB 710 PG 336 DB 908 PG 765 ` SPECIAL LATERAL 4' BASE DITCH I SEE DETAIL 75 DETAIL 50 DETAIL 75 SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH (No��o Scale) �Not�o Scale� DETAIL 4 DETAIL 25 DETAIL 33 Na,Vfei o,e F;,, „a,�,ai `o<e ,,,, DETAIL 76 DETAIL 77 SPECIAL LATERAL 'V' DITCH SPEGIAL LATERAL 'V' DITCH SPECIA� LATERAL BASE DITCH ��o�nd 3,.� p p�'� n siova c,o��a 3;� p A'� siop� SPECIAL CUT BASE DITCH STANDARD TAIL BASE DITCH � Nol b Scole) � No� �o Scale� ( No� �o Scole� Q� F�` � No� �o Sculo� � Nat �a Srvle� � Min. D= 1 Ft. � Min. D= 1 F. �ral ural B= 3 F. B= 4 Ft. F G�ound 3 � Ground Na�ural � o� Fill NoNrol � o� .om 1 p 3' �,a� � ♦°` Fni Nai�.a� � �°� v�n cro�nd 3.� e. �e s�oce G.o��d 3.� a� �,e� olr<n d c o��a F�� F� �e` siope c,o��d .7.� F�o e� siova � F�� FROM -L- STA.432 �-55 RT TO -L- STA.441+00 RT FROM -L- STA. 418 i-50 RT TO -L- STA.421+00 RT � P° sione eye � D D � Min. D= 1.5 Ft. � Min. D= 1 Ft. G.ore��le B Min. D= 2 Ft. B= 2 Fl. Max.d= 7 Ft. M'in. D= 1 Ft. Min. D= 1 F�. � DETAIL 0= 4 Fi. 'wl�e� B I: < 6.0' 8= 3 F. FROM -L- $TA. 422+20 RT TO -L- $TA. 429+00 RT FALSE $UMP FROM -L- $TA.421+00 RT TO -L- STA. 422+20 RT Type of Liner- CLASS e Rip-Rop FROM -L- STA. 419+00 LT TO -L- STA. 421+90 LT FROM -L- STA. 429+60 RT TO -L- STA. 432+55 RT � Notto Smle� FROM -L- STA. 432+20 LT TO -L- STA.432+22 LT FROM -L- STA.422+00 LT TO -L- STA. 428-00 LT Med'an D'tch 9 -� 2 � PERMIT DRAWING -��=ee«a�ae�ow, za--.I �� oo o �oo �- S - efc. SHEET 47 OF 53 5-o�«h S�oPe � Proposed Dl�ch Difch Grade l Ditch Grode L SCALE 0.0% To 2.0% 20' Over4.0% To 6.0% 40' I Over 2.0% To 4.0% 30' Over 6.0% 50' -L- STA.421+86 M . . � � 6 � � � m ,.RDS, et �I :� ,J o S ITE 11 OJ r N �`� �� DENOTES MECHANIZED � � � � � CLEARING DENOTES EXCAVATION IN WETLAND I I -� ��, �, SPECIAL LATERAL V-41TCH � � EST. 15 TONS CLASS B RIP RAP I � SEE 6�TAIL 4 �� i I EST. 37 S.Y. GEOTEXTILE FABRIC S�ECIAL LATERAL V-DITCH � I � �E DETAIL� � �, �, I �ii I j EST.2 TONS CLASS B RIP RAP � ii � �'� EST. 7�:Y. GEOTEX�ILE FABRIC�, � � �i � '�- — � � � / � � � � , � \ / � i m \ X A ATI � � C V ON I j� � � � � � �' � � '�, I WiETLANDS � � �� ' � i � � w a � � �_ N� , �. � � x- � � � �' ` / � � � � C � C c E Ci� � c-- c-- --- ---- -- < — — , — — — c � — ------ � — < — — _ ; -- — -- — � ---- — _ — — 1- — — — --------------- --- � — _ -- > — '--- — > > - _' — _ — � _ _ �- �, '- � , � _ ., . �- r- 1�z � �� - � " � n � ��i v-� -J-' �t v-'�rs �> I I �� " -REMOVE - �;� REMOVE _ � -, SPECIAL CUT 4' BASE DITCH � I- SEE DETAIL 76 � '�' �� _ _ � .P '� 1 N' � I = �' ' � �, , 1 ,. 7�� E 2G1 -L - = �� REMOVE � ' � �� - ,i�, .._,:_� > =- . , _ — — S 47° 56' 0507" E Fs � - �� - _ TYPE A - _ � N � I � �-�-� -�,- , �� - �--__ � � _ �- � � �� ,`� �`��\��,`�\\�� , �� E � � PERMIT DRAWING SHEET 48 OF 5� i I I _ i - _ --- � _ � - � „ - �� i � �-. ; _ �� - J I ', _ � � i i �� , � l � I � i i � ' i �- � �� . � �C C F� Oy � PROJECT REFERENCE NO. SHEET NO. R-2582A 32 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N��' �' �d.a�� DO NOT U9E FOR 1 W ACRUI9ITION 1�1E�lE1Ld�AIN IB�Y 1�1LAN� DO NOT USE FO CONSTRUCTION _� c _-- � --- � — - <— — xi� i �� ; , - � —�� r . � � ��`,_kr�- — _ „ � �- � , , � � , _�_ � � i i i i i - � - - i ,i , � � � � 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 �I I E II � � � w � � � x Q N m � N � _ � � �, � � 0 � � � 0 � w � � � � w � �E � �� ,�� o�� =E ��m �e // � 90 I 80 ----------� 8 0.025 �� — — — _ � � \ / � 6:7 6:1 � � 89.64 � — — — — — — 420 + 50.00 0.025 — — — — — — — 4:7 _L _ �Mtt i 4y vr 5;i 150 140 130 120 170 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 3 �� PROJECT REFERENCE NO. SHEET NO. 6 � DETAIL 39 R-2582A l3 DETAIL 32 � SPECIAL CUT DITCH DETAIL 84 DETAIL 36 SPECIAL CUT DITCH SPEGIAI L4TERAL'V' DITCH ILW SHEET NO. DETAIL 1 DETAIL 4 INo+�o s<aie� �No��o s�oi�) ��°"° s`°�°7 ROADWAY DESIGN HYDRAULICS SPECIAL LATERAI 'V' DITCH SPEqAL LATERAL 'V' DITCH BASE DI7CM o,'„� r.om �"°"° SCO1e� c ,��+ o�mn F�ii ENGINEER ENGINEER � Noi �0 5<alel � No� ro S�ole� � �� NoNrol Na�urol Ground 3 Q��s� Slope � � p1 ° Slope �°� Slope Ground :) p 3� G�o�nd -/ p t Gro�nd ol a� p f� �g` Gr�o�nd :l p� e( (� d Min. D,: 1.5 it. Min. D= 2 Ft. d D � ][��f[]�][i][� ]�. ][�][e.��.� �ural � °� Fill No�urol � \°� � F'�II Min. D= 1.0 Fi. P ��, Ground J.� F o s� Slope Gro�nd 3.� F o��e Slope B O DO NOT USE FOR B W ACQUISITION D D Max. d= 1.0 Ft. Geo�ex�ile Min. D= 2 Ft. 'When B I: < 60' B= 3 Ff. FROM -L- $TA.158+00 LT TO -L- $TA.161+00 LT FROM -L- STA.152+25 RT TO -L- $TA.155+00 RT TyPe ofLiner= CL-B Rip-Rap Mox.d= I Ft. ��/� ][�]�][7]1e1�[][�T ][g� �][��T�' Min. D= 1.5 Ff. Min. D= 1 Ft. ✓ DO NOT USE FO CONSTRUCTION Type of Liner= PSRM OUTLET CHANNEL RIP RAP FROM -L- STA. 150+48 LT TO -L- STA. 151+00 LT � FROM -- STA.150+46 LT TO -Yb- STA.11+00 LT FROM -L- STA.144+50 LT TO -L- STA.147+00 LT FROM -L- STA.151+20 RT TO -L- STA.151+37 RT I�� 5caie� - ip FROM -L- STA. 148+00 LT TO -L- STA. 150+43 LT p DETAIL 40 EIP 6 c�ou�d �,o „ LATERAL 'V' DITCH � 1 N�� o s�a�el DETAIL ,.o-m��. ,.ss- I FALSE SUMP No o � � F,i ( N0110 SCOI¢) GEOTEXTIIE Gro�n �\ 1",Ff. Slopc Median Ditch . 9�� -�-I 2� �- TYPe of Liner= 13 TONS,' l B Ri�Rop Min. D'= 1.5 f�. 8 I JANE F. WILUFORD �eo e.me= eo .y 6= s F�. + eecho�eeow� -,- zo�--I �i DB 638 PG u -�-sTn.iso+as ir TiMOTHr W.OTTS,et ux � �-5 - etc. FROM -Yb- STA.11+00 LT TO STA. 72+00 LT OB Bfl PG 0� JOHN L. FITjHUGH„JR @t ux Q S=Ditch Slope � Proposed Dit<h DB 562 PG 96 MB 35 PG i37 o�r�h ��ade � o�t�h Grade � ESL 2 TONS CLA55 B RIP RAP JOHN L FiTZtiUGN, JR et ux WILBERT V. WARREN. �e -y6- PT Sfo. 11+69,� �B 35 PG i37 EST. 7 S.Y. GEOTEXTILE FABRIC UB 638 PG 22 DB 6�6 PG 6�2 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' EST. 26 TONS CLASS B RIP RAP rDE MB 377 PG 7777 er .0 0 0 30' Over 6.0% 50' EST. 50 S.Y. GEOTEXTILE FABRIC p�. -- STA. 150+76 M _ T� -i�6- �{� 5%. �0'�'03,2% - - STA. 152+26 M �DE � -- STA. 153+66 SPECIAL uTER.4L v-DITCH u, TDE SPECIAL LATERAL V-DITCH � DENOTES IMPACTS IN E D IL 4 p \ `N/CLASS 6 RIP RAP SURFACE WATER H SEE DETAIL 39 � EST. 5 TO CLASS B RIP RAP TEMPORARY IMPACTS DENOTES TEMPORARY EST. t4 S.Y. GEOTEXTILE FABRIC SPECInL uTERnL v-DITCH � IN SURFACE WATER y � IMPACTS IN SURFACE WATER 4N SEE DETAIL 4 / R O � O \ - '- - SPECIAL LATERAL V-DITCH � SEE DETAIL 1 �� / � F �� - - ��. .-n � = - BURY 0.8' O E / = _ �� -Y6- POT Sto.12+89A8 G J� EST.2 TONS CLASS B RIP RAP � � ` i� EST. 7 S.Y. GEOTEXTILE FABRIC �, � � ` \ � 1 p� SITE 12 �\\ �� ' I � LATERAL V-DITCH I � � � \ C � ' SEE DETAIL 40 I� ��P I�� _ ExS�� A�w-X r PERMANENTIMPAQS �`\ �� 1 . IN SURFACE WATER -- Q � � \ � � � � �' ik' a�a - - - - - iY R� - - I t _ - _ t o � 2 - �I � _ FS � REMOVE 4 C � � � ° z � �s Rc -- _ - - - 1 E _ \ ` - _ --_ % DI � - - / NC 46 24' B5T v � � _ . . r \ -L' z� _ -� T -- ,5,. - - - - - - - - ----- - N \ �J. / I _ -- -� _ -iFO I2"PVC - �I�_ i5'RC � F � / o _ _ _ � 3' BASE DITCH -� FS -� � M� c-� E%�SiMC Q�'� y �w - - _- - W/PSRM i / / � � / '- � �- � ' RC-\ -- - _ _ _ _ _ _ C SPECIAL CUT V-DITCH SEE DETAIL 36 � p d z'-o- REMbVE EiP E 6'P SEE DETAIL 32 � V= I�I y � � � - � F F - F �N � � - - \ ` ` N�R�THA�M�P�T TY OO 'S F � C � � � / �. Y .8' F / - �' = � � "" Y � (�i / / / EM V / ` �o� ' p �C � ' � 1 \ I S '\ OO. a y F EST.2 i 5 CLA55 B RIP RAP � / a� I . pUMp 4%i � � EST.7 5. GEOTEXTILE FABRIC / i/ � � � I Q�" r \ X % DI EIP pN � F � / %/ fl \ �_ ... ._ 2�i oe h�b � � / � /� � � / /a �EMPORARY IMPACTS � � C 1 -a � ��oi / \ ��. IN SURF CE WATER �� ...- C' �� 1 � � V Z` � .�`' , �__ � � ��p./ �� Q � � / / � � \Nv' 4 ... '� _ M tEp vn0. `�� .., I a y / � � fl , - �" �-- _ cv JANE F. WILUFORp / C �� p• ,�, � �� n�'i V / DB 638 PC N \ / / / �/ 2 �� ''��'�. aEt6 /� I � srean� cur -oircn � � / � � ��/ 4 m�C��, 1 SEE DETAIL 8 � \ I �, r / \ / �� 4MANENT IMPACTS �20� g R �is �Nc oircr+ '� �I, v � 4 `� �y � IN SURFACE WATER �� - ZD �j � � � � �%// �� / / ,� ZDE � � � \ \ �� rn � � / �� / � � � �i �� Q � �� / aa� � � � � � �� E D8 i6EEPG �i66 5 � P�� I � _ _ � N �� `%% y a Q �� N a- A SEE ENLARGEMENT F�S 9�I �i�' �- � \ � � � �� / / � fl 4 SHEET�2 OF 53 ,N� �y2� �� \ � � �� 4 ` // �� a�� \ �N��Z\9�/ �� \\ ZaBs��// \ \ � �\ � � � / �� Q FILL � // /� 1 � / .� � �� A \ /� ,�' \�RETAIN \ � �� i� + ��// , � � _�� ii �H�:23• \ 1 �V � 'r /% / � / / � � � /N�Z2,<� \ RETAI=' � / / i -L- POC S/o. /55+50.00 1 �� 3 �� -Y6- POT S�o.10+00.00 � /// �.R�e� N� � �� / N 39' 47' 243' E 0 I��{`� � ". /�// Q p�SL� / \ 1�// / I �;4� ro' a � X g�� 4�p \ / Bi � � ��R� +� � o � � JONN B.�NFiUPP� �ONS,MC N 4 ' 6B7 PG� ; i. � e %/��/ \\�\ y�� \ �p / � � \ � � � JOnN B. SANFN.IPPO � SONS. �NC �. �� o I � � �� 9�� p8 687 PG R3 I � g5i \ � � 1 � � � / v �\ y�e �� \ 1 \ / � `('` � \ GJ, •\ / \ `\ � � \ � � � 1 \ // � onv�o uN�ow e+ �. � 1 � �� /� �`�0 r+C 538 \ � � � � i � N �G p0\ / � , / �;� ,+�* ,,--�'� PERMIT DRAWING �� ' ��o� -__ , o;� �p��, �� SHEET 50 OF 53 � ��E ' � � �%�� , � S�A�E � E �_ -r� ' � � � -� � PROJECT REFERENCE NO. SHEET NO. 6 � DETAIL 39 R-2582A l3 DETAIL 32 � SPECIAL CUT DITCH DETAIL 84 DETAIL 36 SPECIAL CUT DITCH SPEGIAI L4TERAL'V' DITCH ILW SHEET NO. DETAIL 1 DETAIL 4 INo+�o s<aie� �No��o s�oi�) ��°"° s`°�°7 ROADWAY DESIGN HYDRAULICS SPECIAL LATERAI 'V' DITCH SPEqAL LATERAL 'V' DITCH BASE DI7CM o,'„� r.om �"°"° SCO1e� c ,��+ o�mn F�ii ENGINEER ENGINEER � Noi �0 5<alel � No� ro S�ole� � �� NoNrol Na�urol Ground 3 Q��s� Slope � � p1 ° Slope �°� Slope Ground :) p 3� G�o�nd -/ p t Gro�nd ol a� p f� �g` Gr�o�nd :l p� e( (� d Min. D,: 1.5 it. Min. D= 2 Ft. d D � ][��f[]�][i][� ]�. ][�][e.��.� �ural � °� Fill No�urol � \°� � F'�II Min. D= 1.0 Fi. P ��, Ground J.� F o s� Slope Gro�nd 3.� F o��e Slope B O DO NOT USE FOR B W ACQUISITION D D Max. d= 1.0 Ft. Geo�ex�ile Min. D= 2 Ft. 'When B I: < 60' B= 3 Ff. FROM -L- $TA.158+00 LT TO -L- $TA.161+00 LT FROM -L- STA.152+25 RT TO -L- $TA.155+00 RT TyPe ofLiner= CL-B Rip-Rap Mox.d= I Ft. ��/� ][�]�][7]1e1�[][�T ][g� �][��T�' Min. D= 1.5 Ff. Min. D= 1 Ft. ✓ DO NOT USE FO CONSTRUCTION Type of Liner= PSRM OUTLET CHANNEL RIP RAP FROM -L- STA. 150+48 LT TO -L- STA. 151+00 LT � FROM -- STA.150+46 LT TO -Yb- STA.11+00 LT FROM -L- STA.144+50 LT TO -L- STA.147+00 LT FROM -L- STA.151+20 RT TO -L- STA.151+37 RT I�� 5caie� - ip FROM -L- STA. 148+00 LT TO -L- STA. 150+43 LT p DETAIL 40 EIP 6 c�ou�d �,o „ LATERAL 'V' DITCH � 1 N�� o s�a�el DETAIL ,.o-m��. ,.ss- I FALSE SUMP No o I � F,i ( N0110 SCOI¢) GEOTEXTIIE Gro�n 'L �� i��,f+. siope Median Ditch . 9�� -�-I 2� �- TYPe of Liner= 13 TONS,' l B Ri�Rop Min. D'= 1.5 f�. 8 I JANE F. WILUFORD �eo e.me= eo .y 6= s F�. + eechoreeow� -,- zo�--I �i DB 638 PG u -�-sTn.iso+as ir TiMOTHr W.OTTS,et ux � �-5 - etc. FROM -Yb- STA.11+00 LT TO STA. 72+00 LT OB Bfl PG 0� JOHN L. FITjHUGH„JR @t ux Q S=Ditch Slope � Proposed Dit<h DB 562 PG 96 MB 35 PG i37 o�r�h ��ade L Ditch Grade � esi. 2 70N5 Cuss B RIP RAP .IONN �. FiiZxuGH, JR et ux WILBERT V. WARREN. �e -y6- PT Sfo. 11+69,� �B 35 PG i37 EST. 7 S.Y. GEOTEXTILE FABRIC UB 638 PG 22 DB 6�6 PG 6�2 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' EST. 26 TONS CLASS 6 RIP RAP rDE MB 377 PG 7777 er .0 0 0 30' Over 6.0% 50' EST. 50 S.Y. GEOTEXTILE FABRIC p�. -- STA. 150+76 M _ T� -i�6- �{� 5%. �0'�'03,2% - - STA. 152+26 M �DE � -- STA. 153+66 SPECIAL uTER.4L v-DITCH u, TDE SPECIAL LATERAL V-DITCH DENOTES IMPACTS IN E D IL 4 p \ W'CLASS 6 RIP RAP � SURFACE WATER Q H � SEE DETAIL 39 V EST. 5 TO CLASS B RIP RAP TEMPORARY IMPACTS �� DENOTES TEMPORARY N EST. t4 S.Y. GEOTEXTILE FABRIC SPECIAL LP.TERAL V-DITCH � IN SURFACE WATER y � IMPACTS IN SURFACE WATER N SEE DEfAIL 4 / R O � O \ - '- - SPECIAL LATERAL V-DITCH � SEE DETAIL 1 � �/ F �Y- � � �� BURY 0.8' O E / = _ �� -Y6- POT Sto.12+89A8 G J� EST.2 TONS CLASS B RIP RAP � � ` i� � EST. 7 S.Y. GEOTEXTILE FABRIC � �, � � ` \ � 1 � p� SITE 12 �\\ �� ' I I tATERAL V-DITCH I � � � \ C ' ' SEE DETAIL 40 I� �IP , 1 - Ex�S��rvc A�w-X � � ^, � N _ �.,._ r PERMANENTIMPACTS `\ �'` -- �I �� . IN SURFACE WATER -- Q l � \ i 1 _ - � I � ik' a�a - - - - - iY R� - c � t - _ t � _p FS . .__ - ._._ _____ o __ zd, ___ - / o REMOVE C �_}-�'-� _ - _ _ ' 2 „ i5' RC -- - � ' \ �... '' - . _ - _ ' E - ��_ _ ' - DI � � _ _'"-_/ .. � 24'B5T v -,-- ..r._. . � . - -- _ _ _ . . J 'L ___ 2G IS NC 46 . � . . . . _ _ _ _ . . - __ - _ N , ` �J � � � � � - -_ _ _ -' � _ 12 C�.�. ' �� .- � � i5'RC � � F . .. � �� 3' BASE DITCH ,.../ ' � , . _i�'� � � ro - F _ _ �- Ex¢nnc ai� FS � c � W/PSRM i � ��- � RC M � FS SPECIAL CUT V-DITCH y ��,,,� -�_� �=EE DETAIL 36 \ q Q �.- , -� REM%VE "� -' E 6'PC SEE DETAIL 32 . •y^- - - F - \Nv` . ' �. ,.� _��. lol � � � � c � F F , � - . \_ �� ` -NIMTMAMPT�I TY OO , . _.-_ _ Ei' ZF � � C � / � 0. Y) .8' F /_�- �,.... � , '' "' �� _ �_ �� (�i � / � EMOVE _ - - \ OO� � � � EST. 2 Tq 5 CL455 B RIP RAP � � �/o/�� ' I I p� ' EIP . FIP pUMp Sr4roN ' � )C La F /5/ / , /�,; , y ..,� "� � C.�� „ . � EST. 7 5.1'� GEOTEXTILE FABRIC / /�i .� � j I zG� ��e �/y� ; � \ R! � / ` , a �:,: , � \ / � '-TEMPORARY IMPACTS �� d 1 a � / \ �� f ' / . IN SURFACE�ATER � ... �� V� '.. � � � � � � ` � �% � �� ' � � tEa auJ� I .., m � a � JANE F. WILUFORD `�, � � % � � � , .'� o. ° c ME V 0. � Z / /� �/I �.�2 � � ,./ ... _DITCH � I ... ... .�.�.. ,-_ � DB 638 PC a \` / / i � 2 �yC �` SEECDETAIL 8 �.�[ � v � \ / � cMANENT IMPAQS �2 m �S \ ` �• � � � j / ` \/ // � � NJ: s �� 71 ISTING DITCH � I \ � L � ;� iy i IN SURFACE WATER �- ZDt L � i%� ��7� '�ZDE� I � � � � �� °' / � ,� h � � �, �Q i !�� /- � � � m -- � „ �5/ ape ��--� , I � ��/ o \EORGE EDNARD4 . � - '-., I y oe � ac wb /� \%j� ' a a c+\ �N \ �1i- �SEE ENLARGEMENT FES 9o.I J ��'� ��- �� / / � ° � SHEET�2 OF 53 r:� �� , �P�� A � � � �4 E �/ �� 3� m FS�q9 / ' ��Zpasr �' � � \ ��G/ o � / /�� 4 Iti d Q '`�� \ \Na;�2:� -'� \\ i�i .. \ \ �I ` L / .- � `W PILL / �'' / �� o \ � � �� / � Q � / � `�RETAIN \ � w �� .yoP� ,i/ ,�� FE563, �� '.� � �� ! + ��// \�-�� /i �H�:¢j. 1 V � � �/ % i \ !�` � " /�/ � / `� �� 521�� \ RETAI= /l _ �✓` _L- � SlO.155+50.00 \ � � V � -� � � � ' -Y6- POT SiO.10+00.00 1I \ � � / i. i o � � `, ��e� � �� /� N 39'47' 243' E ^� �� / 5 N � � /� � e �1 � ro � / / � 5t �I � a ' 0�'' x S��° 5�� \ ��J / I � _ � ..// N �,/e� R� +� 5�� \ / � 2� / JOHN B. SqNFILIPP� �ONS% INC 5 I� 6B7 FG�1 i. � Q i� � �� o � �� . � � � i- � 5�� I � \ . . \ . JONN B. SANFU,IPPO � SONS. �NC . �.�� /.. �� o � � \ � \ . y�� DB 687 PG Q3 ` I .... \ _. : ; � � � � Bn ��- +� � � � • N 1 � �- `� \ � 1 \ /-- / v \ �e � \ _ _ / � `('� � � Gf • \ _ _ / " i o \ \ \ \ 1 \ // � � onv�o un�ow e+ �. � � �� / � q0 aG 538 \ " ` � / � � 11 \ HG\ � N �� p� � � � � , � ;� `��* ,--�'� PERMIT DRAWING x ;- �oo o �oo �� + �� SHEET 51 OF 53 �=`°�`�p�` �� s , ;;.� ; � S�A�E � E �_ -� ' � � � =-r WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 34+78 to 42+09 36" RCP-III / Roadway Fill 0.38 0.01 < 0.01 101 10 2 -L- 81+g6 to 85+g4 Triple 9 X 9 RCBC / Roadway Fill 0.03 0.01 0.03 0.14 0.01 226 35 3 -L- 92+72 to 96+17 Roadway Fill 0.17 < 0.01 0.04 4 -L- 138+79 to 144+44 42" RCP-III / Roadway Fill 2.10 0.28 0.01 < 0.01 252 21 5 -L- 186+64 to 194+68 Roadway Fill 3.33 0.25 6 -L- 201+68 to 205+06 Double 48" RCP-III / Roadway Fill 2.90 0.08 0.12 0.09 < 0.01 826 9 7 -L- 248+36 to 251+62 84" RCP-IV / Roadway Fill 1.26 0.02 0.07 0.04 < 0.01 480 63 8 -L- 282+72 to 287+92 Triple 8 X 7 RCBC / Roadway Fill 0.18 0.10 0.11 < 0.01 332 29 9 -L- 381+38 to 390+g7 Roadway Fill 0.64 0.19 10 -L- 409+20 to 409+39 Roadway Fill < 0.01 11 -L- 420+24 to 421+45 Roadway Fill < 0.01 < 0.01 12 -L- 150+32 to 151+20 42" RCP-III / Roadway Fill 0.02 < 0.01 209 20 TOTALS': 10.99 0.11 1.09 0.43 0.03 2426 187 0 'Rounded totals are sum of actual impacts NOTES: � � � � L � � T � � Q N � � , + 0 L z° � � 0 C 0 � � L � � / � z � � L � �� '�� w —w� � � �z o °�� N}w _� >•—� o�� z�t» �� N � � N � ., � V W O � � � � 0 N � 0 V •� � V � � O V See Sheet 1-A For Index of Sheets See Sheet i-B For Conventionol Symbols See Sheet 9-C For Su�vev Control Sheets BEGiN C ro LONG FARM RD. `� -ri- sraio+oo.00 �0 95 BEGiN CONSTRUCTiON �� o� N� m GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) DESIGN DATA ADT 2019 = 6400 ADT 2039 = 8418 K = 11 % D = 60 % T = 21 % * V = 70 MPH * TTST =14 DUAL=7 FUNC CLASS = EXPRESSWAY STATEWIDE TIER �� I� ��5 1�ORTHAMPT01� COUI�TY LOCATION: US 158 FROM I-95/NC 46 IN ROAIVOKE RAPIDS TO SR 1312 (ST. JOH1V CHURCH RD) WETLAND AND SURFACE WATER IMPACTS PERMIT �� -�- sHeer � � D88CRIP1'ION PE CONSTRUCTION s .■.■■p��-�,�� *�a t:iiiil�:�� +' r_.1�r�:r►:,�i i�:i��'�1"�,�J� ��',�l#�,-�9 r,� _ � _ �� ' — —'= � _ T�KSOH � — �=_____ END T.I.P. R-2582A —L— STA.451 + 00.00 PORTIONS OF THIS PROJECT HAVE PARTIAL AND/OR FULL CONTROL OF ACCESS. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GARYSBURG. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. P�epo�ed tn /he Offfce o�: PROJECT LENGTH ��II 504 Meadowland Drive Hillsborough, NC 27278-8551 Voice:(9�9)732-3883 Fax:(9�9)732-6776 LENGTH ROADWAY T.I.P. PROJECT R-2582A = 8.149 MILES DESIGNANDENCaINEERINGSERVICES w,�s�mmaae�e� FIRM NO. P-0339 LENGTH STRUCTURE T.I.P. PROJECT R-2582A = 0.071 MILES 2018 STANDARD srEc�Frcnr�oNs TOTAL LENGTH OF T.I.P. PROJECT R-2582A = 8.220 MILES �GHT OF WAY DATE: TRACY N. PARROTT, PE June 30. 2017 PROIecr excrxsen GARY LOVERING, PE NCDOT CONTACT LETTIIVG DATE: I REKHA V. PATEL, PE April 16, LO��% %ROJECT DESlGN ENGINEER STAT6 5fAT6 PItOlBCI' R8PBR8NC8 NQ 1��a R-2582A 8TA18 PROI.N0. P.A.P0.01.N0. 34472.1.4 34472.3.2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER ROADWAY DESIGN ElYGINEER P.E. BEGIN T.I.P. R-2582A —L— STA.17 + 00.00 WETLAND PERMIT IMPACT SUMMARY LA A A Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill in Fill ln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetiands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- Sta 92+35 to Utili Easement 0.13 -L- Sta 97+46 TOTALS*: 0.13 0 0 0 *Rounded totals are sum of actual impacts NOTES: