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HomeMy WebLinkAbout20131308 Ver 1_Application_20131218 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG LOCATION: CENTURY CENTER, BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 December 18, 2013 Washington Regulatory Field Office US Army Corps of Engineers 2407 West 5th Street Washington, North Carolina 27889 ATTN: Ms. Tracey Wheeler NCDOT Coordinator Dear Madam: Subject: Application for Section 404 Individual Permit, Section 401 Water Quality Certification, and Isolated Waters Permit for the proposed new route from US 64 to NC 32, in Washington County. Federal Aid Project No. STP-000S(252), TIP No. R-3620. Debit $570.00 from WBS 34548.1.1. The North Carolina Department of Transportation (NCDOT), Division of Highways, in consultation with the Federal Highway Administration (FHWA), proposes to construct a new route from US 64 to NC 32, in Washington County, for a total distance of 3.33 miles. The purpose of this letter is to request approval for a Section 404 Individual Permit, Section 401 Water Quality Certification, and an Isolated Waters Permit. In addition to the cover letter and ENG Form 4345, this application package includes the following for R-3620: permit drawings, utility drawings, half size roadway plans, EEP Acceptance Letter, 4B/4C merger meeting minutes, and USFWS concurrence letter. 1.0 Purpose and Need The purpose for this project, as identified in the Final Environmental Assessment (EA), is to improve connectivity in the study area. 2.0 Project Description The proposed two-lane facility will have 12-foot lanes with 8-foot shoulders (2-foot paved). The total project length is 3.33 miles. 3.0 Summary of Impacts Waters of the U.S.: Proposed permanent impacts to jurisdictional areas total 9.13 acres of permanent wetland impacts and 82 feet of permanent stream impacts. 2 Isolated Waters: Proposed permanent impacts to isolated waters total 108 feet of permanent stream impacts. Bank stabilization totals 44 linear feet (32 feet to Waters of the U.S.; 12 feet to Isolated Waters). 4.0 Summary of Mitigation The proposed construction of R-3620 will impact 1.81 acres of riparian wetlands and 7.32 acres of non-riparian wetlands that will require mitigation. In addition, the unavoidable impacts to 82 linear feet of jurisdictional stream will also require mitigation. See attached EEP acceptance letter for additional information. 5.0 Project Schedule Currently, R-3620 has a review date of April 29, 2014 and is scheduled to let June 17, 2014; it will be available for construction shortly thereafter. The let date, however, may advance as additional funds become available. 6.0 NEPA Document Status The FHWA and NCDOT completed the EA in March 2009 in compliance with the NEPA guidelines. The EA explains the purpose and need for the project, provides a description of the alternatives considered, and characterizes the social, economic, and environmental effects. The EA was approved and circulated to federal, state, and local agencies. Then following the EA, a Finding of No Significant Impact (FONSI) was completed April 29, 2010. On January 5, 2012 the Right of Way Consultation was completed. Copies of the project documents have been provided to regulatory review agencies involved in the approval process. Both documents are posted on the NCDOT website at https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links > Environmental Documents. 6.1 Independent Utility R-3620 is in compliance with 23 CFR Part 771.111(f) which lists the FHWA characteristics of the independent utility of a project. The project meets th e criteria for independent utility as discussed below:  The project has logical termini and independent utility and is of sufficient length to address environmental matters on a broad scope;  The project is usable and a reasonable expenditure of funds, even if no additional transportation improvements are made in the area; and  The project does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements. 7.0 Resource Status The project is located in the Pasquotank River Basin and lies within Hydrologic Unit 03010205 (Subbasin 03-01-53). This is within the Northern Outer Coastal Plain eco-region. The project crosses two unnamed tributaries to the Albemarle Sound, as well as several tributaries to waters of 3 the U.S., and multiple wetlands. Wetland and stream delineations were completed between May and June 2007. Jurisdictional areas within the project study area were reviewed by the USACE (Bill Biddlecome) on July 20, 2007 and by the NCDWR (Garcy Ward) and NCDCM (Jim Hoadley) on July 25, 2007. NCDOT received the written Approved Jurisdictional Determination from the USACE on May 7, 2012. 7.1 Wetland Delineations A wetland identification and preliminary assessment analysis for the study area was perf ormed and summarized in the 2007 Natural Resources Technical Report (NRTR). The wetlands within the study area were delineated based on the 1987 U.S. Army Corps of Engineers (USACE) Wetland Delineation Manual and a preliminary design was prepared to avoid and m inimize wetlands to the maximum extent possible. 7.2 Stream Delineations The stream channels within the project study area were identified, evaluated, and classified using the NCDWQ stream identification form and the Cowardin classification system. Wa ter quality information for the streams within the project study area was derived from available sources provided through the NCDENR. 7.3 R-3620: Characterization of Jurisdictional Sites 7.3.1 Wetlands There are four wetland types found within the project study area based on the Cowardin classification: Palustrine Forested (PFO), Palustrine Emergent (PEM), Palustrine Unconsolidated Bottom (PUB), and Palustrine Scrub-shrub (PSS). More detailed information about these wetlands can be found in the EA and the NRTR which includes figures showing the wetlands within the project area. 7.3.2 Streams The Best Usage Classification for the two streams on the project is “C SW”. Details for the jurisdictional streams within the project area are provided in the EA and NRTR. There are no waters within the project vicinity classified as High Quality Waters (HQW). Neither Water Supplies (WS-I: undeveloped watersheds or WS-II: predominately undeveloped watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile of the project area. Streams within the R-3620 project area are not designated as North Carolina Natural or Scenic Rivers, or as National Wild and Scenic Rivers. Additionally, these waters are not listed on the Final 201 2 303(d) list of impaired waters due to sedimentation or turbidity. 7.4 Impacts to Jurisdictional Resources Impacts to jurisdictional wetlands and surface waters for R-3620 are summarized below in Tables 1 and 2 respectively. 4 Table 1. R-3620 Wetlands Impacts Permit Drawing Site Number (2013) Map Label in EA (2009) Type Permanent Impacts (ac.) Temporary Impacts (ac.) Mitigation Required* (2:1) 1 W3a, W3b, W4, W33a, W33b Non-riparian 2.42 0 Yes 5 W35 Non-riparian 3.20 0 Yes 7 W36 Non-riparian <0.01 0 Yes 9 W37a Non-riparian 1.02 0 Yes 11 W37c Non-riparian 0.08 0 Yes 12 W37c Non-riparian 0.09 0 Yes 13 W41 Non-riparian 0.07 0 Yes 14 W31a, W31c Riparian 1.81 0 Yes 15 W23 Non-riparian 0.39 0 Yes 16 W24a Non-riparian <0.01 0 Yes 19 W29 Non-riparian 0.04 0 Yes Total Riparian: 1.81 0 Total Non-riparian: 7.31** 0 Grand Total: 9.12** 0 * For permanent jurisdictional wetland impacts ** Totals are based on actual impact amounts Table 2. R-3620 Surface Water Impacts Permit Drawing Site Number Waterbody Labeled in EA Permanent (ft) Bank Stabilization (ft) Temporary (ft) Permanent (ac.) Temporary (ac.) USACE Mitigation Required (2:1) 1* S1 108 12 0 0.02 <0.01 0 2 D5 0 0 0 0.03 0 0 3 D4 0 0 0 <0.01 0 0 4 D40 0 0 0 0.01 0 0 6 D39b 0 0 0 0.01 0 0 8 D39a 0 0 0 0.01 0 0 10 D36 0 0 0 0.01 0 0 14 S8b 82 32 44 0.02 0.01 82 15 P2 0 0 0 0.13 0 0 17 D23, D28 0 0 0 0.01 0 0 18 D22 0 0 0 0.02 0 0 20 D33 0 0 0 <0.01 0 0 Total: 190 44 44 0.27** 0.01** 82 * Isolated Waters-only subject to NCDWR jurisdiction, not the USACE. ** Totals are based on actual impact amounts. Permanent Impacts: Proposed permanent impacts for R-3620 include fill, excavation, and mechanized clearing in 1.81 acres of riparian wetlands, and 7.31 acres of non-riparian wetlands. Proposed permanent impacts to surface waters are 190 linear feet (82 feet to Waters of the U.S.; 108 5 feet to Isolated Waters). Bank stabilization totals 44 linear feet (32 feet to Waters of the U.S.; 12 feet to Isolated Waters). Temporary Impacts: There will be 44 linear feet of temporary impacts to surface water due to culvert installations. Also, there will be 0.48 acre of temporary fill in wetlands in the hand clearing areas for the installation of erosion control measures, including temporary silt fence and/or special sediment control fence. Hand-Clearing: There will be 2.45 acres of hand-clearing in jurisdictional wetlands due to project construction. Utility Impacts: Utility impacts consist of 0.01 acre of permanent wetland impacts, 0.01 acre of temporary wetland impacts, and <0.01 acre of temporary surface water impacts. There will also be 0.63 acre of hand clearing due to utility relocation. 8.0 Protected Species The United States Fish and Wildlife Service (USFWS) list 4 federally protected species for Washington County as of the February 15, 2012 listing (Table 3). Table 3. Federally Protected Species in Washington County Scientific Name Common Name Federal Status Habitat Biological Conclusion Alligator mississippiensis American alligator T(S/A) Yes N/A Acipenser oxyrinchus oxyrinchus Atlantic sturgeon E No No Effect Canis rufus Red wolf EXP Yes MANLAA Trichechus manatus West Indian manatee E No No Effect Key: E = Endangered, T(S/A) = Threatened (Similarity of Appearance), EXP = Experimental population, MANLAA = May Affect, Not Likely to Adversely Affect A concurrence request providing a Biological Conclusion for red wolf was submitted to the USFWS in February 10, 2010. The USFWS responded with concurrence on February 25, 2010. A copy of the USFWS concurrence letter is included with this permit application. A review of the North Carolina Natural Heritage Program (NCNHP) database, updated October 2013, indicated no occurrences of protected species within one mile of the project study area. 8.1 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 E agle Protection Act (Eagle Act) (16 U.S.C. 668-668d) became the primary law protecting bald eagles. Surveys were conducted during July 2007, no nests were found within 660 feet of the project limits. 8.2 Moratoria There is no in-stream work moratorium required for R-3620 for anadromous fish species. 6 9.0 Cultural Resources Cultural resources have not changed since the EA was completed in 2009. The selection of Alternative 1 allowed NCDOT to avoid the four historic properties on this project. The NCDCR stated in letters on May 6, 2002 and September 22, 2006 that no archaeological investigation needed to be conducted. 10.0 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. 11.0 Mitigation Options The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA compliance stages; minimization measures were incorporated as part of the project design. 11.1 Avoidance and Minimization All jurisdictional features were delineated, field verified and surveyed within the corridor for R-3620. Using these surveyed features, preliminary designs were adjusted to avo id and/or minimize impacts to jurisdictional areas. NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas in all of its designs. Many of these strategies have been incorporated into BMP documents that have been reviewed and approved by the resource agencies and which will be followed throughout construction. All wetland areas not affected by the project will be protected from unnecessary encroachment. Individual avoidance and minimization items are as follows:  No staging of construction equipment or storage of construction supplies will be allowed in wetlands or near surface waters.  The project was designed to avoid or minimize disturbance to aquatic life movements.  NCDOT and its contractors will not excavate, fill, or perform land clearing activities within Waters of the U.S. or any areas under the jurisdiction of the USACE, except as authorized by the USACE. To ensure that all borrow and waste activities occur on high ground, except as authorized by permit, the NCDOT shall require its contractors to identify all areas to be use d to borrow material, or to dispose of dredged, fill or waste material. Documentation of the location and characteristics of all borrow and disposal sites associated with the project will be available to the USACE on request.  Grass Swale treatments have been incorporated in areas where flat slopes can be maintained.  Proposed culverts will be buried 1 ft. to provide for fish passage.  Cross pipes in jurisdictional streams will be buried 1ft. for all pipes.  All wetlands will receive diffused flow.  Special Sediment Control Fence will be used were applicable.  The use of hand clearing rather than mechanized clearing where possible.  Bank stabilization at outlets of culverts will not impact the stream bed. 7  Considering environmental, hydraulic, and roadway perspectives, 3:1 and 4:1 slopes are proposed within the wetlands where most practical (see the 4B merger meeting minutes for additional detail). 11.2 Compensation The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as described above. The unavoidable impacts to Waters of the U.S. will be offset by compensatory mitigation provided by EEP. NCDOT proposes mitigation based on the requirements of the USACE rather than the DWR, because the stream impacts did not reach the 150 linear foot threshold requiring mitigation under DWR. 12.0 Indirect and Cumulative Effects An Indirect Screening Assessment was completed for R -3620 in September, 2009. As part of this assessment, an Indirect Land Use Effects Screening Matrix was developed to qualitativel y assess factors that influence land development decisions. Each factor received a rating from high concern for indirect effects to less concern for indirect effects. Based on the information gathered, the ratings in the screening matrix indicated a low co ncern for indirect and cumulative effects as a result of the project. Despite the relatively large amount of available land and limited growth management policies most of the Matrix growth categories suggest that further evaluation of indirect and cumulat ive effects is not warranted. Population growth is declining, job growth is modest, sewer services are not available throughout most of the Future Land Use Study Area, several areas remain without water service, and the market for development is mostly lacking. The lack of approved site plans for any potential developments indicates that there is no clear funding source identified for their implementation. Additionally, because there are no existing plans to expand water and sewer services in the Future Land Use Study Area, it is anticipated that any potential growth will be constrained. Washington County is also subject to CAMA Rules and Policies governing development. Cumulatively, STIP Project R-3620 could enhance mobility and could make the area more attractive for potential development. However, the new location portions of STIP Project R-3620 will have limited control of access (i.e., one access point per parcel). As a result, access for any new potential developments will be limited between the US 64 /Beasley Road interchange and the intersection of NC 32/NC 94. The planned implementation of water and sewer service in the area of the US 64/Beasley Road interchange could make the area more attractive for commercial development. However, there is no clear funding source identified for implementation of this infrastructure and partial control of access is also proposed for the widening portion of the project. Due to its proximity to Albemarle Sound and the availability water service, residential developm ent is anticipated to continue in the area between Albemarle Sound and Pea Ridge Road. This growth would likely occur with or without the project. Consequently, STIP Project R -3620 will not markedly contribute further to the actions and potential effects cited above. Direct environmental will be evaluated and addressed by programmatic agreements with the permitting agencies. Additionally, based on the analysis contained within this report, STIP Project R -3620 will not likely result in cumulative effects on notable features of the human and/or natural environment. 13.0 Essential Fish Habitat The project will not impact any essential fish habitat afforded protection under the Magnuson -Stevens Act of 1996 (16 U.S.0 1801 et seq.). 14.0 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 two (2) copies of this application to the NCDWR, for their approval. Authorization to debit the $570 Permit Application Fee from WBS Element 34548.1.1 is hereby given. Isolated Waters: We are also requesting an Isolated Waters permit from NCDWR. CAMA: A Consistency Certification has been submitted to the NC Division of Coastal Management under a separate cover. A copy of this permit application and its distribution list will be posted on the NCDOT website at: https://connect.ncdot.gov/resources/Environmental/ If you have any questions or need additional information, please contact Chris Manley at 919-707- 6135 or cdmanley@ncdot.gov. Sincerely f. Richd W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List. 8 U.S. ARMY CORPS OF ENGINEERS APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT 33 CFR 325. The proponent agency is CECW-CO-R. FormApproved- OMB No. 0710-0003 Expires: 31-AUGUST-2013 Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED BY APPLICANT) 5. APPLICANT'S NAME First - Richard Middle -W. Last - Hancock, P.E. Company - NCDOT - PDEA E-mail Address - 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Middle - Last - Company - E-mail Address - 6. APPLICANT'S ADDRESS: Address- 1598 Mail Service Center City - Raleigh State - NC Zip - 27699 Country -USA 9. AGENT'S ADDRESS: Address - City - State - Zip - Country - 7. APPLICANT'S PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax 919-707-6135 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax 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-3620 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Address US 64/SR 1139 to NC 32/NC 94 intersection City Roper State NC Zip- 15. LOCATION OF PROJECT Latitude: oN 35.9196 Longitude: oW-76.5211 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, JUL 2013 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 17. DIRECTIONS TO THE SITE See attached cover letter 18. Nature of Activity (Description of project, include all features) See attached cover letter 19. Project Purpose (Describe the reason or purpose of the project, see instructions) This project's purpose is to improve connectivity in the study area. See attached cover letter for more information. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Roadway fill due to road construction. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards See attached cover letter & permit drawings 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres See attached cover letter & permit drawings or Linear Feet 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter ENG FORM 4345, JUL 2013 Page 2 of 3 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., Whose Property Adjoins the Waterbody (if more than can be entered hae, please attach a supplemental list). a. Address- See list previously provided. City - State - Zip - b. Address - City - State - Zip - c. Address - City - State - Zip - d. Address - City - State - Zip - e. Address - City - State - Zip - 26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED NUMBER * Would include but is not restricted to zoning, building, and flood plain permits 27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. E, RA cka rel w , 401ACOC k, J� L' QPc. 18( ZC� 0TURE OF APPLICANT DATE SIGNATURE OF AGENT DATE The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, JUL 2013 Page 3 of 3 Subject: Minutes from 4B Interagency Hydraulic Design Review Meeting on July 20, 2011 for R-3620 in Washington County Team Members: Bill Biddlecome- USACE (present) Gary Jordan- USFWS (present) Travis Wilson-NCWRC (present) David Wainwright- NCDWQ (present) Chris Militscher-EPA (present) Cathy Brittingham-DCM (present) Ron Lucas-FHWA (present) Elizabeth Lusk-NCDOT-NEU (present) Charles Cox-PDEA (present) Bob Capehart-Division 1 (absent) GENERAL NOTES: There was discussion on side slopes in wetlands throughout the project. Some areas thru wetlands are presently proposed with 4:1 without guardrail (versus 3:1 with guardrail). It is understood this is not a typical scenario and is unique to a 2 lane facility. However, we wanted to propose for evaluation pending all the other factors considered including fill height, safety, quality of wetlands, additional impacts, stormwater treatment, etc. Below are a few advantages based on Hydraulics and Roadway perspectives. From a hydraulics perspective the 4:1 grassed slopes can provide better infiltration if the road superelevation requires shoulder berm gutter (SBG). The use of SBG is typically proposed where 2 or more lanes flow toward the low side of the road and particularly where fill heights are 5’ or greater. This is used to minimize potential erosion on slopes. With SBG stormwater will be concentrated and discharged at an outlet point whereas without SBG stormwater will be able to spread out over grassed shoulders. From a roadway perspective guardrail can be an obstacle and potential safety hazard, especially on a 2 lane facility where shoulder widths are at a minimum. Guardrail is designed to deflect traffic, not stop it, and on narrow facilities has the potential to deflect vehicles into oncoming traffic. A 4:1 provides a wider area for recovery. The use of guardrail with minimum shoulders also limits the available area needed for broken down or abandoned vehicles. There is also the issue of guardrail cost and maintenance. Participants: Galen Cail, NCDOT Hydraulics Larry Clawson, NCDOT Hydraulics Gary Lovering, NCDOT Roadway Rick DeCola, NCDOT Roadway Chris Rivenbark, NCDOT NEU Chris Manley, NCDOT NEU Mark Staley, NCDOT REU Steve Kite, NCDOT WZTC Nadia Aboulhosn, NCDOT PDEA Thomas Stoddard, NCDOT STIP There are 3 significant wetland areas along the project where this would have the greatest effect. Below are locations of each and the associated additional impacts with 4:1 side slopes: Sta 12+00 to 44+80 –L- -- 0.25 acre increase (avg 1.6’ width per side over 3280’) Sta 90+00 to 119+00 –L- -- 0.26 acre increase (avg 2.0’ width per side over 2900’) Sta 148+00 to 158+00 –L- -- 0.14 acre increase (eliminated, see note below) Through these larger wetland areas the use of 4:1 side slopes results in approximately 0.51 acres of additional fill in wetlands over a stretch of 1.2 miles. Note: Since the review meeting 3:1 slopes with guardrail is provided through entire wetland Sta 148+00 to 158+00. See below “Sheets 13 & 14”. Sheet 4: -It was discussed whether ditches could be used in wetlands if there is an existing ditch, as long as bottom of ditch elevation is maintained or more shallow. Response was that need to avoid to extent practical and use only if necessary with specific site justification. Sheet 11: There was discussion on the validity of some of the straight, wetland boundaries. Sheets 13 & 14: Around the proposed 1 @ 12’ X 7’ box culvert 3:1 slopes with guardrail are proposed. Note: Since the review meeting 3:1 slopes with guardrail is provided through entire wetland (from approx. Sta 148+00 to 158+00). This will require SBG but plan to tie into inlets at proposed 36” equalizer pipes. This will allow energy dissipation of stormwater in the inlet versus at an outlet. It was also stated that this may be one of the higher quality wetlands on the project. Sheet 15 & 16: -It was discussed that stormwater storage/treatment will be investigated in the areas where the existing road will be abandoned and removed. Meeting adjourned Subject: Minutes from 4C Interagency Permit Review Meeting on December 11, 2012 for R-3620 in Washington County Team Members: Bill Biddlecome- USACE (present) Gary Jordan- USFWS (absent) Travis Wilson-NCWRC (present) David Wainwright- NCDWQ (present) Chris Militscher-EPA (absent) Cathy Brittingham-DCM (present) Ron Lucas-FHWA (present) Kristine O’Connor-PDEA (present) Bob Capehart-Division 1 (present) GENERAL NOTES: -There was follow-up discussion from the 4B meeting concerning whether existing ditches should be shown as wetlands. The “NEU_WET” file and 4C permit presently show and account for these ditches as wetlands. It was determined these ditches need to be shown as Jurisdictional-Non-Mitigable. Account for impacts as stream impact, area only. NES will update “NEU_WET” file. -It was noted that the wetland boundary around approx. Sta 17+00 –L- crosses the existing road. NES will update “NEU-WET” file. -Site 11, may be a combination of Jurisdictional-Non-Mitigable and wetland impacts. Separate impacts as needed. -Site 15, review pond boundary. Make sure surveyed boundary is used. Cut off level for GPS (NES) boundary. -Site 19, review if excavation impacts are applicable. Meeting adjourned Participants: Galen Cail, NCDOT Hydraulics Larry Clawson, NCDOT Hydraulics Gary Lovering, NCDOT Roadway Kevin Moore, NCDOT Roadway Chris Rivenbark, NCDOT NES Chris Manley, NCDOT NES Mark Staley, NCDOT REU Steve Cummings, NCDOT Utilities Ecosystem PROGRAM November 25, 2013 Mr. Richard W. Hancock, P.E. Manager, Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Hancock: Subject: EEP Mitigation Acceptance Letter: R-3620, Proposed NC 32 Connector from US 64 to the Intersection of NC 32 and NC 94, Washington County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on November 22, 2013, the impacts are located in CU 03010205 of the Pasquotank River basin in the Northern Outer Coastal Plain (NOCP) Eco-Region, and are as follows: Pasquotank 03010205 NOCP Stream Wetlands Buffer (Sq. Ft.) Cold Cool Warm Riparian Non- Riparian Coastal Marsh Zone 1 Zone 2 Impacts (feet/acres) 0 0 82.0 1.81 7.32 0 0 0 Some of the stream and wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. This mitigation acceptance letter replaces the mitigation acceptance letter issued on November 22, 2013. EEP 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 N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, Ja B. Stanfill EEP Asset Management Supervisor cc: Ms. Tracey Wheeler, USACE — Washington Regulatory Field Office Ms. Amy Chapman, Division of Water Quality, Wetlands/401 Unit File: R-3620 Rest-Ov;11g_ E ... PvotectiAi Ow' State NCDENR (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) 34 5 4 8 . 1 . 1 Co u n t y ( i e s ) : Wa s h i n g t o n Page 1of 3 Pr o j e c t T y p e : Date: Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? De s i g n / F u t u r e : Ex i s t i n g : Su r r o u n d i n g L a n d U s e : Ru r a l ; A g r i c u l t u r a l 3. 3 3 m i l e s 52 0 0 6. 8 9 Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Pr o p o s e d P r o j e c t Ex i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . 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Be s t M g m t . P r a c t i c e s : Us e o f g r a s s e d s h o u l d e r s a n d s w a l e s . Mi n i m i z e u s e o f S B G a l l o w i n g f o r f l o w o v e r g r a s s e d sh o u l d e r s . Eq u a l i z e r p i p e s i n w e t l a n d s . Gr a d i n g o u t e x i s t i n g N C 9 4 a n d N C 3 2 i n t e r s e c t i o n w / g r a s s e d s w a l e s a n d f l a t s i d e s l o p e s . Us e o f r i p r a p d i s i p a t e r s / g r a s s s w a l e s a t d i t c h t ie - i n s a t w e t l a n d s t o g e t n o n - e r o s i v e v e l o c i t i e s . Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Re f e r e n c e s 3250 14 . 3 3 Av e r a g e D a i l y T r a f f i c ( v e h / h r / d a y ) : ac . No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S W. G . C a i l Ne w L o c a t i o n Ge n e r a l P r o j e c t I n f o r m a t i o n Ad d r e s s : 7/16/2012 Ra l e i g h , N C 2 7 6 1 0 Pr o j e c t / T I P N o . : NC D O T C o n t a c t : Pr o j e c t N o . : 34 5 4 8 . 1 . 1 Co n t r a c t o r / D e s i g n e r : gc a i l @ n c d o t . g o v Pa s q u o t a n k 30 - 1 1 12 ' l a n e s w / 8 ' s h o u l d e r s ( 2 ' p a v e d ; 6 ' g r a s s e d ) Va r y 3 : 1 t o 6 : 1 s i d e s l o p e s ( 3 : 1 a n d 4 : 1 i n w e t l a n d s) 10 ' l a n e s w / 2 ' u n p a v e d s h o u l d e r s N/ A NC D W Q S t r e a m I n d e x N o . : Su p p l e m e n t a l : Sw a m p W a t e r s ( S w ) Pr i m a r y : Ch a p e l S w a m p ; A l b e m a r l e S o u n d Old Mill Cree k Skinnersville BeasleyGrove Pleasant 1321 1320 1319 1136 1193 1133 1132 1135 1132 1134 1214 1356 1318 1126 1137 1170 1138 11391140 1317 1316 1364 1365 1349 1315 1302 1122 1136 1369 1132 ( ( ( ( ( ( ( VICINITY MAP 32 308 32 32 94 94 94 32 See Sheet 1-B For Conventional Symbols 4 5 6 7 8 9 10 11 12 13 14 15 16 1 7 18 STA. 12+00.00 -L- BEGIN TIP PROJECT R-3620 STA. 188+00.00 -L- END TIP PROJECT R-3620 US 64TO TO EDENTON -L- -L- -L- -Y2- -Y1- -Y- BEGIN PROJECT END PROJECT -Y- STA. 10+40.00 BEGIN CONSTRUCTION -Y1- STA. 12+50.00 BEGIN CONSTRUCTION -Y1- STA. 28+70.00 END CONSTRUCTION NC 9 4 -Y2- STA. 10+00.00 BEGIN CONSTRUCTION (SR 11 39) B E A SLE Y R O A D (SR 1317) LOOP ROAD PRITCHARDS JUNE 17, 2014 JUNE 16, 2012 KEVIN E. MOORE, PE WASHINGTON COUNTY GRADING, PAVING, AND DRAINAGE 32502014 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 34548.2.1 R/W & UTILSTP-000S(252) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN 0 9 / 0 8 / 9 9 See Sheet 1-A For Index of Sheets $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : T I P P R O J E C T : D E P A R T MEN T O F TRA N SPORTA T IO N S T A TEOFNORT H CAR O LI N A CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TO POINTS AS SHOWN ON THE PLANS. THIS IS A LIMITED AND PARTIAL CONTROL OF ACCESS PROJECT WITH ACCESS BEING LIMITED N C 3 2 NC 32 /94 OFFSITE DETOUR WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SITE 5 SITE 2 SITE 7 SITE 17 SITE 18 SITE 20 SITE 3 SITE 4 SITE 6 SITE 8 SITE 9 SITE 10 SITE 11 SITE 12 SITE 13 SITE 14 SITE 15 SITE 16 TOTAL LENGTH TIP PROJECT R-3620 = 3.33 miles GARY LOVERING, PE NEW ROUTE FROM US 64 TO NC 32 25 50 10050 25 50 10050 5 10 2010 DHV D T V = = = = = = 5200 10 60 7 60 % % MPH ADT ADT 2035 % * DUAL 4* TTST =3 FUNC CLASS = COLLECTOR REGIONAL TIER 0 0 0 PROFILE (HORIZONTAL) 34548.1.1 PE STP-000S(252) STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK: R-3620DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 R - 3 6 2 0 SHEET __OF __ PERMIT DRAWING SITE 19 5101 MTL GATE ABANDON ED HTRS G A S PU MP ISL AND DATUM DESCR IPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "HOLLY" WITH NAD 83/(CORS96) STATE PLANE GRID COORDINATES OF NORTHING: 798500.000(ft) EASTING: 2732200.000(ft) ELEVATION: 10.00(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999944893 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "HOLLY" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 NC GRID N A D 8 3/ C O RS96) 40 042.78 EIR BL11 EIR TREES SHRUBS S PJ1 SPJ2 SPJ3 S PJ4 SPJ5 SPJ6 C UL VE RT SPJ7 C UL VERT SPJ8 SPJ1A SPJ2 A SPJ3 A S PJ4 A SPJ5ASPJ6A C UL VER T SPJ7 A SPJ8 A SPJ.5 B OUN D AR Y SPJ0.5 A B O UN D A R Y CN03 CN04 CN05 CN06 CN07A CN08 CN09 CN10 CN16 CN17 CN18 CN19 CN11 CN12 CN13 CN14 CN14 A CN15 DITCH MB1 DITCH MA4 SWPC9 SWPC8 SWPC6 SWPC7SWPC3 SWPC4 SWPC5 CO04-CK"A SCA10 SCA13-END SCA12 SCA11 SCA09 SCA08 SCA04 SCA02 SCA03 SCA05 SCA06 SCA07 S E E S H E E T 5 M A T C H L I N E - L - S T A. 2 4 + 0 0 . 0 0 NAD 83 R E V IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH -L- 20+00 RT FROM STA. TO STA. DETAIL E B=5.0 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural -L- 12+00 RT TO 17+50 RT FROM STA. TO STA. 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - M O D I F I E D E X I S T I N G R / W A N D P R O P O S E D R / W O N P A R C E L 0 0 1 SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 19 PAVEMENT REMOVAL Scale: 1"= 100’ 0’100’100’ R : \ H y d r a u li c s \ P E R M ITS _ E n v i r o n m e n t a l\ D r a w in g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 0 4 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 1 0 1 5 2 0 2 5 30" CMP SMALL PINES 10 ’ G R A V E L 23’BST INV = 6 . 74 ’ INV=6 .67 ’ SR 1139 BEASLEY RD SR 1139 BEASLEY RD 23’BST 1 0 5 1 0 6 1 0 7 1 0 8 1 0 9 1 1 0 1 1 1 1 1 2 **************** ************************ RR SPIKE IN 17" PINE BL STATION 14+71.00 39 LEFT N 790338 E 2729224 BM10 ELEVATION = 13.44 **************************************** 18 " CMP INV=7.55’ INV=7.44’ T ; ; EXISTING R/W EXISTING R/W GPS MON (R3620-2) -BL- 10 6 0 .0 0 ’ N 1715’01" E 75.98’CHORD N 1714’31" E 74.01’CHORD N 25 23 ’04 " E 75 .96 ’ N 25 23 ’31 " E 74 .03 ’ CHORD CHORD N 24 25 ’01 " E 72 .42 ’ N 2421 ’41" E 77 .53 ’ CHORD CHORD WEYERHAEUSER DB 317 PG 323 WEYERHAEUSER DB 317 PG 323 10+28.40 65.49’ 49.35’ 10+28.13 49.53’ 11+30.89 11+30.94 48.99’ N 0131’43" E CHORD 70.22’ N 0140’48" E CHORD 77.48’ SMALL PINES WOODS SMALL PINES WOODS WOODS SMALL PINES 1 1 54 " RC P-IV REMOVE n=0.04 s= 0.002 ft/ft d= 1.1 ft V10= 1.8 ft/s Q10= 10.3 cfs DA=3.8 ac. Sta.= 20+20 RT DITCH 3.0’ BASE DITCH 5.0’ BASE HEAD DITCH SEE DETAIL E HW DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill -L- 12+00 RT TO 17+50 RT FROM STA. TO STA. RETAIN EXISTING DITCH TIE TO DDE EST. 135 CY TIE TO EXISTING DITCH DDE = 756 CY SEE DETAIL A B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH -L- 20+00 RT FROM STA. TO STA. DETAIL E B=5.0 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * *SITE 1 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN TS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SC F F C F F F F F F F F F F F S E E S H E E T 5 M A T C H L I N E - L - S T A. 2 4 + 0 0 . 0 0 NAD 83 R E V IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH -L- 20+00 RT FROM STA. TO STA. DETAIL E B=5.0 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural -L- 12+00 RT TO 17+50 RT FROM STA. TO STA. 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - M O D I F I E D E X I S T I N G R / W A N D P R O P O S E D R / W O N P A R C E L 0 0 1 SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 19 PAVEMENT REMOVAL Scale: 1"= 100’ 0’100’100’ R : \ H y d r a u li c s \ P E R M ITS _ E n v i r o n m e n t a l\ D r a w in g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 0 4 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 1 0 1 5 2 0 2 5 30" CMP SMALL PINES 10 ’ G R A V E L 23’BST INV = 6 . 74 ’ INV=6 .67 ’ SR 1139 BEASLEY RD SR 1139 BEASLEY RD 23’BST 1 0 5 1 0 6 1 0 7 1 0 8 1 0 9 1 1 0 1 1 1 1 1 2 **************** ************************ RR SPIKE IN 17" PINE BL STATION 14+71.00 39 LEFT N 790338 E 2729224 BM10 ELEVATION = 13.44 **************************************** 18 " CMP INV=7.55’ INV=7.44’ T ; ; EXISTING R/W EXISTING R/W GPS MON (R3620-2) -BL- 10 6 0 .0 0 ’ N 1715’01" E 75.98’CHORD N 1714’31" E 74.01’CHORD N 25 23 ’04 " E 75 .96 ’ N 25 23 ’31 " E 74 .03 ’ CHORD CHORD N 24 25 ’01 " E 72 .42 ’ N 2421 ’41" E 77 .53 ’ CHORD CHORD WEYERHAEUSER DB 317 PG 323 WEYERHAEUSER DB 317 PG 323 10+28.40 65.49’ 49.35’ 10+28.13 49.53’ 11+30.89 11+30.94 48.99’ N 0131’43" E CHORD 70.22’ N 0140’48" E CHORD 77.48’ SMALL PINES WOODS SMALL PINES WOODS WOODS SMALL PINES 1 1 54 " RC P-IV REMOVE n=0.04 s= 0.002 ft/ft d= 1.1 ft V10= 1.8 ft/s Q10= 10.3 cfs DA=3.8 ac. Sta.= 20+20 RT DITCH 3.0’ BASE DITCH 5.0’ BASE HEAD DITCH SEE DETAIL E HW DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill -L- 12+00 RT TO 17+50 RT FROM STA. TO STA. RETAIN EXISTING DITCH TIE TO DDE EST. 135 CY TIE TO EXISTING DITCH DDE = 756 CY SEE DETAIL A B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH -L- 20+00 RT FROM STA. TO STA. DETAIL E B=5.0 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 1 0 10 10 10 10 10 10 10 10 10 1 0 10 10 10 1 0 1 0 1 0 1 0 10 10 1 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 10 1 0 11 11 11 11 11 11 11 11 1 1 11 11 11 1 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 1 1 1 11 11 11 11 1 2 1 2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1 2 1 2 12 12 12 1 2 12 1 2 12 12 12 12 12 12 12 12 12 1 2 12 12 12 1 2 12 12 12 1212 12 12 12 12 12 13 13 13 13 13 1313 1 3 13 13 13 1 3 13 13 13 14 14 14 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * *SITE 1 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN TS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SC F F C F F F F F F F F F F F 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 10 10 20 20 14+50.00 10 10 20 20 15+00.00 10 10 20 20 15+50.00 10 10 20 20 16+00.00 10 10 20 20 16+50.00 10 10 20 20 17+00.00 X-2R-3620 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET __ OF __ PERMIT DRAWING $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 14.09 0.020 0.020 4 :1 4:1 3: 1 9.03 3:1 13.96 0.020 0.0204:1 4 :1 3: 1 8.87 3:1 13.78 0.020 0.0204:1 4 :1 3: 1 8.72 3:1 13.59 0.020 0.0204:1 4 :1 3: 1 8.56 3:1 13.34 0.020 0.0204:1 4 :1 3: 1 8.41 3:1 13.00 0.020 0.0204:1 4 :1 3: 1 8.26 3:1 S E E S H E E T 4 M A T C H L IN E - L - S T A . 2 4 + 0 0 .0 0 S E E S H E E T 6 M A T C H L I N E - L - S T A . 3 8 + 0 0 .0 0 NAD 83 R E V IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 0 5 . d g n jh p a t e l 11 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 2 5 3 0 3 5 MTL GATE 1 0 ’ G R A V E L SOIL 11 3 11 4 11 5 11 6 11 7 **************************************** RR SPIKE IN 20" PINE BL STATION 33+36.00 57 RIGHT N 792126 E 2729686 BM11 ELEVATION = 13.52 **************************************** B L 1 1 2 2 6 . 2 6 ’ E I P EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ -BL- 11 6 5 . 4 0 ’ + 6 9 . 6 2 WEYERHAEUSER DB 317 PG 323 WEYERHAEUSER DB 317 PG 323 KATHLEEN V. SNELL DB 278 PG 443 36+20.45 2.05’ 36+16.49 57.51’ SMALL PINES SMALL PINES SMALL PINES SMALL PINES SMALL PINES SMALL PINES 1 1 2 WETLAND DENOTES FILL INFF SITE 1HCHC CLEARING DENOTES HAND HC F F F F F F F F F F F F F S E E S H E E T 4 M A T C H L IN E - L - S T A . 2 4 + 0 0 .0 0 S E E S H E E T 6 M A T C H L I N E - L - S T A . 3 8 + 0 0 .0 0 NAD 83 R E V IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 0 5 . d g n jh p a t e l 11 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 2 5 3 0 3 5 MTL GATE 1 0 ’ G R A V E L SOIL 11 3 11 4 11 5 11 6 11 7 **************************************** RR SPIKE IN 20" PINE BL STATION 33+36.00 57 RIGHT N 792126 E 2729686 BM11 ELEVATION = 13.52 **************************************** B L 1 1 2 2 6 . 2 6 ’ E I P EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ -BL- 11 6 5 . 4 0 ’ + 6 9 . 6 2 WEYERHAEUSER DB 317 PG 323 WEYERHAEUSER DB 317 PG 323 KATHLEEN V. SNELL DB 278 PG 443 36+20.45 2.05’ 36+16.49 57.51’ SMALL PINES SMALL PINES SMALL PINES SMALL PINES SMALL PINES SMALL PINES 1 1 2 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 10 1010 1010 10 101010 101010 10 10 1 0 1 0 10 10 11 11 11 11 11 1 1 11 11 11 11 11 11 11 11 11 11 11 11 1 1 1 1 11 11 1 1 11 11 11 12 1 2 12 1 2 12 12 12 12 12 12 1 2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1 2 12 12 12 12 1 2 12 12 12 12 12 1 2 12 1 2 12 12 12 12 1 2 12 12 12 12 1 2 1 2 1 2 12 12 12 1 2 12 12 1 2 12 12 1 2 12 12 1 2 12 1 2 12 1 2 1 2 1 2 1 2 12 12 12 12 12 12 12 1 2 12 1 2 12 12 12 1 2 12 1 2 1 2 12 12 1 3 13 13 1 3 13 13 13 13 13 13 13 1 3 13 13 1 3 13 13 13 13 1 3 13 13 1313 13 13 13 13 13 1 3 13 1 3 13 13 13 1 3 13 13 13 1 3 1 4 WETLAND DENOTES FILL INFF SITE 1HCHC CLEARING DENOTES HAND HC F F F F F F F F F F F F F 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 10 10 20 20 30 30 29+50.00 10 10 20 20 30 30 30+00.00 10 10 20 20 30 30 30+50.00 10 10 20 20 30 30 31+00.00 10 10 20 20 30 30 31+50.00 10 10 20 20 30 30 32+00.00 X-7R-3620 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET __ OF __ PERMIT DRAWING $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 13.65 0.020 0.020 4:1 4 :1 13.62 0.020 0.020 4:1 4 :1 13.62 0.020 0.020 4:1 4 :1 13.63 0.020 0.020 4:1 4 :1 13.52 0.020 0.020 4:1 4 :1 13.27 0.020 0.020 4:1 4 :1 S E E S H E E T 5 M A T C H L I N E - L - S T A . 3 8 + 0 0 . 0 0 S E E S H E E T 7 MAT C H LIN E - L- S T A. 5 2 + 0 0 .0 0 NAD 83 R E V I S IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. DETAIL B Ground Natural 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. -L- 51+44 RT TO 89+35 RT -L- 47+50 RT TO 48+70 RT FROM STA. TO STA. -L- 50+83 LT TO -Y- 10+53 RT -L- 48+70 RT TO 50+50 RT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft.Slope Fill SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 20 PAVEMENT REMOVAL R : \ H y d r a u l i c s \ P E R M IT S _ E n v ir o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 0 6 . d g n j h p a t e l 11 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 4 0 4 5 5 0 INV=5.16’ 24" CMP INV=5.81’ INV=5.55’ INV=5.84’ v v v v 15"CMP CONC PILLAR 7 MARKED GRAVES 4’ CHL 15"CMP 15"CMP 1 6 ’ S OI L 15"CMP 12 ’ G R A V E L INV=5.96’SR 1139 BEASLEY RD 23’BST 11 8 11 9 12 0 12 1 12 2 12 3 12 4 ********************* *******************RR SPIKE IN 17" PINEBL STATION 55+44.00 113 LEFTN 794328 E 2729488BM12 ELEVATION = 9.80*********************** ***************** INV=5.71’ 36" CMP 24" CMP T T 5 0 1 8 2 2 3 . 0 6 ’ 176.97’ 4 8 8 .4 9 ’ E IP EXISTING R/W EXISTING R/W DB 278 PG 443 6 0 . 0 0 ’ -BL- 12 7 2 . 0 5 ’ 7 3 . 2 1 ’ + 16 . 7 9 + 7 8 . 6 6 KATHLEEN V. SNELL WEYERHAEUSER DB 317 PG 323 DB 317 PG 323 WEYERHAEUSER JOHN M. DOUGHTY DB 334 PG 237 JOHN M. DOUGHTY DB 334 PG 237 50+03.16 12.68’ 50+12.57 46.03’ WOODS 40+57.52 13.16’ 40+57.99 72.99’ SMALL PINES +26.08 13.10’ WOODS CULTIVATED FIELD WOODS WOODS 1 1 2 3 3 15" 5 4 " R C P- I V REMOVE 15" GRADE TO DRAIN 3.0’ BASE DITCH V DITCH V DITCH SEE DETAIL B SEE DETAIL B n=0.04 s=.0035 ft/ft d=1.0 ft V10=1.3 ft/s Q10=3.6 cfs DA=1.8 ac Sta.=50+83 LT HW 2 4 " R C P- I V DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. DETAIL B Ground Natural 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. -L- 51+44 RT TO 89+35 RT -L- 47+55 RT TO 48+70 RT FROM STA. TO STA. -L- 50+83 LT TO -L- 54+75 LT -L- 48+70 RT TO 50+50 RT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft.Slope Fill REMOVE REMOVE GRADE TO DRAINGRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN REMOVE RETAIN RETAIN 3 0 " RC P- IV SEE DETAIL A 3.0’ BASE DITCH DDE = 390 CY SEE DETAIL A WETLAND DENOTES FILL INFF SITE 1 SITE 2 SITE 3 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN S S S S S FCF F F F F F F F F F F F FF F S E E S H E E T 5 M A T C H L I N E - L - S T A . 3 8 + 0 0 . 0 0 S E E S H E E T 7 MAT C H LIN E - L- S T A. 5 2 + 0 0 .0 0 NAD 83 R E V I S IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. DETAIL B Ground Natural 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. -L- 51+44 RT TO 89+35 RT -L- 47+50 RT TO 48+70 RT FROM STA. TO STA. -L- 50+83 LT TO -Y- 10+53 RT -L- 48+70 RT TO 50+50 RT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft.Slope Fill SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 20 PAVEMENT REMOVAL R : \ H y d r a u l i c s \ P E R M IT S _ E n v ir o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 0 6 . d g n j h p a t e l 11 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 4 0 4 5 5 0 INV=5.16’ 24" CMP INV=5.81’ INV=5.55’ INV=5.84’ v v v v 15"CMP CONC PILLAR 7 MARKED GRAVES 4’ CHL 15"CMP 15"CMP 1 6 ’ S OI L 15"CMP 12 ’ G R A V E L INV=5.96’SR 1139 BEASLEY RD 23’BST 11 8 11 9 12 0 12 1 12 2 12 3 12 4 ********************* *******************RR SPIKE IN 17" PINEBL STATION 55+44.00 113 LEFTN 794328 E 2729488BM12 ELEVATION = 9.80*********************** ***************** INV=5.71’ 36" CMP 24" CMP T T 5 0 1 8 2 2 3 . 0 6 ’ 176.97’ 4 8 8 .4 9 ’ E IP EXISTING R/W EXISTING R/W DB 278 PG 443 6 0 . 0 0 ’ -BL- 12 7 2 . 0 5 ’ 7 3 . 2 1 ’ + 16 . 7 9 + 7 8 . 6 6 KATHLEEN V. SNELL WEYERHAEUSER DB 317 PG 323 DB 317 PG 323 WEYERHAEUSER JOHN M. DOUGHTY DB 334 PG 237 JOHN M. DOUGHTY DB 334 PG 237 50+03.16 12.68’ 50+12.57 46.03’ WOODS 40+57.52 13.16’ 40+57.99 72.99’ SMALL PINES +26.08 13.10’ WOODS CULTIVATED FIELD WOODS WOODS 1 1 2 3 3 15" 5 4 " R C P- I V REMOVE 15" GRADE TO DRAIN 3.0’ BASE DITCH V DITCH V DITCH SEE DETAIL B SEE DETAIL B n=0.04 s=.0035 ft/ft d=1.0 ft V10=1.3 ft/s Q10=3.6 cfs DA=1.8 ac Sta.=50+83 LT HW 2 4 " R C P- I V DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. DETAIL B Ground Natural 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. -L- 51+44 RT TO 89+35 RT -L- 47+55 RT TO 48+70 RT FROM STA. TO STA. -L- 50+83 LT TO -L- 54+75 LT -L- 48+70 RT TO 50+50 RT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft.Slope Fill REMOVE REMOVE GRADE TO DRAINGRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN REMOVE RETAIN RETAIN 3 0 " RC P- IV SEE DETAIL A 3.0’ BASE DITCH DDE = 390 CY SEE DETAIL A WETLAND DENOTES FILL INFF SITE 1 SITE 2 SITE 3 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN S S S S S 5 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 999 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 1 0 1 0 1 0 1 0 10 10 10 1010 1 0 10 10 10 10 10 1 0 1 0 10 10 10 10 101010 10 10 10 10 1010 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 10 1 0 1 0 10 10 10 10 10 10 1010 10 10 10 10 1 0 10 10 1 0 10 10 10 10 10 10 10 10 1 0 10 10 10 1 0 10 1 0 10 10 10 1 0 10 1 0 1 0 1 1 11 1 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 1 11 11 1 1 11 11 11 11 11 11 1 1 11 1 1 1 1 11 11 11 11 11 11 1 1 11 11 11 12 12 12 12 12 12 12 12 12 1 2 12 12 1 2 1 2 1 2 12 12 12 12 12 12 1 2 12 12 12 12 12 12 12 12 12 12 12 12 12 1 2 12 12 1 2 12 12 12 12 12 12 12 12 1 2 1 2 1 2 13 1 3 1 3 1 3 1 3 1 3 13 13 1 3 13 13 13 13 13 13 13 13 1 4 1 4 1 4 14 1 4 15 1 5 1 5 15 15 16 16 FCF F F F F F F F F F F F FF F S E E S H E E T 10 M A T C H L IN E - L - S T A . 9 4 + 0 0 .0 0 S E E S H E E T 8 M A T C H L I N E - L - S T A . 8 0 + 0 0 . 0 0 NAD 83 R E V IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. -L- 55+90 LT TO 89+10 LT -L- 51+44 RT TO 89+35 RT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 21 Scale: 1"= 100’ 0’100’100’ R : \ H y d r a u l i c s \ P E R M IT S _ E n v ir o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 0 9 . d g n j h p a t e l 11 /2 6 /2 0 1 3 8 0 8 5 9 0 FENCE WOVEN WIRE FENCE WOVEN WIRE 8’8’ GATES 16’ DOUBLE 8’8’ GATES 16’ DOUBLE 8 0 12 8 12 9 **************************************** RR SPIKE IN 12" GUM BL STATION 92+62.00 124 LEFT N 797571 E 2731360 BM13 ELEVATION = 13.78 **************************************** 100.00’ N O R T H C A R O LI N A P O W E R N O R T H C A R O LI N A P O W E R -BL- 15 1 4 0 . 6 8 ’ 4 0 6 . 5 9 ’ + 2 8 . 0 4 + 3 1 . 5 4 WOODS WOODS WEYERHAEUSER DB 387 PG 637 JOHN M. DOUGHTY DB 334 PG 237 WOODS WEYERHAEUSER DB 387 PG 637 JOHN M. DOUGHTY DB 334 PG 237 JOHN M. DOUGHTY DB 334 PG 237 4 3 4 3 3 4 2 " R C P - I V 4 2 " R C P - I V HW HW DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. -L- 55+90 LT TO 89+10 LT -L- 51+44 RT TO 89+35 RT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. E Q U A LIZ E R P IP E 3 6 " RC P - IV 3 6 " RC P - I V E Q U A LIZ E R P IP E SEE DETAIL A 3.0’ BASE DITCH 3.0’ BASE DITCH SEE DETAIL A 3.0’ BASE DITCH SEE DETAIL A 3 6 " RC P - I V E Q U A LIZ E R P IP E WETLAND DENOTES FILL INFF SITE 4 SITE 5 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN S S F F F F F F F F F C F F F F F F F S E E S H E E T 10 M A T C H L IN E - L - S T A . 9 4 + 0 0 .0 0 S E E S H E E T 8 M A T C H L I N E - L - S T A . 8 0 + 0 0 . 0 0 NAD 83 R E V IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. -L- 55+90 LT TO 89+10 LT -L- 51+44 RT TO 89+35 RT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 21 Scale: 1"= 100’ 0’100’100’ R : \ H y d r a u l i c s \ P E R M IT S _ E n v ir o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 0 9 . d g n j h p a t e l 11 /2 6 /2 0 1 3 8 0 8 5 9 0 FENCE WOVEN WIRE FENCE WOVEN WIRE 8’8’ GATES 16’ DOUBLE 8’8’ GATES 16’ DOUBLE 8 0 12 8 12 9 **************************************** RR SPIKE IN 12" GUM BL STATION 92+62.00 124 LEFT N 797571 E 2731360 BM13 ELEVATION = 13.78 **************************************** 100.00’ N O R T H C A R O LI N A P O W E R N O R T H C A R O LI N A P O W E R -BL- 15 1 4 0 . 6 8 ’ 4 0 6 . 5 9 ’ + 2 8 . 0 4 + 3 1 . 5 4 WOODS WOODS WEYERHAEUSER DB 387 PG 637 JOHN M. DOUGHTY DB 334 PG 237 WOODS WEYERHAEUSER DB 387 PG 637 JOHN M. DOUGHTY DB 334 PG 237 JOHN M. DOUGHTY DB 334 PG 237 4 3 4 3 3 4 2 " R C P - I V 4 2 " R C P - I V HW HW DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. -L- 55+90 LT TO 89+10 LT -L- 51+44 RT TO 89+35 RT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. E Q U A LIZ E R P IP E 3 6 " RC P - IV 3 6 " RC P - I V E Q U A LIZ E R P IP E SEE DETAIL A 3.0’ BASE DITCH 3.0’ BASE DITCH SEE DETAIL A 3.0’ BASE DITCH SEE DETAIL A 3 6 " RC P - I V E Q U A LIZ E R P IP E WETLAND DENOTES FILL INFF SITE 4 SITE 5 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN S S 8 89999 9 9 99 99 9 9 9 10 10 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 10 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 10 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 101010101010 10 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 10 10 10 10 10 10 10 10 10 10 10 10 1 1 11 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 11 11 11 11 11 11 1 2 1 2 1 2 12 12 12 12 12 12 1 2 1 2 12 12 12 1212 12 12 1 2 1 2 12 1 2 1 2 1 2 12 12 12 12 12 12 12 1 2 12 12 12 12 1 2 12 12 1 2 12 1 2 1 2 1 2 1 2 12 1 2 1 2 12 12 12 12 12 1 2 1 2 1 2 12 12 12 1 2 1 2 12 12 12 12 1 2 1 2 12 12 12 1 2 1 2 12 1 2 12 12 12 12 1 2 12 12 1 2 12 1 2 12 12 12 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 13 13 13 13 13 14 16 F F F F F F F F F C F F F F F F F 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 10 10 20 20 30 30 89+50.00 10 10 20 20 90+00.00 10 10 20 20 90+50.00 10 10 20 20 91+00.00 10 10 20 20 91+50.00 10 10 20 20 92+00.00 X-27R-3620 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET __ OF __ PERMIT DRAWING $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 13.02 0.020 0.0204:1 12.51 6 :1 12.34 0.020 0.0204:1 4 :1 11.90 0.020 0.0204:1 4 :1 11.81 0.020 0.0204:1 4 :1 11.98 0.020 0.0204:1 4 :1 12.49 0.020 0.020VAR. FOR EQ. PIPE VAR. FOR EQ. PIPE R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 9 M A T C H L I N E - L - S T A . 9 4 + 0 0 . 0 0 S E E S H E E T 11 M A T C H L IN E - L - S T A . 10 8 + 0 0 .0 0 NAD 83 SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 22 R: \ H y d r a u l i c s \ P E RM IT S _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 0 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 9 5 1 0 0 1 0 5 DITC H MC4 DITC H MC5 DITC H MC6 DITC H MC7 DITC H MC8 DITC H MC9 DITC H M D2 DITC H M D3 DITC H M D5 DITC H M D7 REC O N ECT W/ DITC H MC DITC H M D6 G AB9 G A B6 G A B7 G A B8 G A B10 G A B12 G A B114 4 -BL- 16 GPS MON (R3620-5) DB 387 PG 637 WEYERHAEUSER WEYERHAEUSER DB 387 PG 637 3 6 " R C P - I V E Q U A L I Z E R P I P E E Q U A LI Z E R P I P E 3 6 " R C P - I V E Q U A LIZ E R P IP E 3 6 " R C P - I V E Q U A LIZ E R P IP E 3 6 " R C P - I V E Q U A LIZ E R P I P E 3 6 " R C P - I V E Q U A LI Z E R P I P E 3 6 " R C P - I V 3 6 " R C P - I V E Q U A LI Z E R P I P E 3 6 " R C P- I V E Q U A LI Z E R PI P E WETLAND DENOTES FILL INFF SITE 5 HC HC CLEARING DENOTES HAND F FF F F F F F F F F F F F F R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 9 M A T C H L I N E - L - S T A . 9 4 + 0 0 . 0 0 S E E S H E E T 11 M A T C H L IN E - L - S T A . 10 8 + 0 0 .0 0 NAD 83 SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 22 R: \ H y d r a u l i c s \ P E RM IT S _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 0 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 9 5 1 0 0 1 0 5 DITC H MC4 DITC H MC5 DITC H MC6 DITC H MC7 DITC H MC8 DITC H MC9 DITC H M D2 DITC H M D3 DITC H M D5 DITC H M D7 REC O N ECT W/ DITC H MC DITC H M D6 G AB9 G A B6 G A B7 G A B8 G A B10 G A B12 G A B114 4 -BL- 16 GPS MON (R3620-5) DB 387 PG 637 WEYERHAEUSER WEYERHAEUSER DB 387 PG 637 3 6 " R C P - I V E Q U A L I Z E R P I P E E Q U A LI Z E R P I P E 3 6 " R C P - I V E Q U A LIZ E R P IP E 3 6 " R C P - I V E Q U A LIZ E R P IP E 3 6 " R C P - I V E Q U A LIZ E R P I P E 3 6 " R C P - I V E Q U A LI Z E R P I P E 3 6 " R C P - I V 3 6 " R C P - I V E Q U A LI Z E R P I P E 3 6 " R C P- I V E Q U A LI Z E R PI P E 9 9 9 1 0 1 0 1 0 1 0 1 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 1 11 11 11 11 11 1 1 11 11 11 1 1 11 11 11 11 1 1 1 1 1 1 11 11 11 12 12 12 1 2 12 12 121212 12 12 12 12 12 12 12 12 12 1212 12 12 1 2 12 12 12 1 2 12 12 12 1 2 1 2 12 12 1 2 1 2 1 2 12 12 12 12 12 12 12 1212 12 12 12 1 2 12 12 12 12 1 2 12 1 2 12 12 12 12 12 1212 12 1 2 12 12 12 12 1 2 1 2 12 12 12 1 2 12 12 12 12 1 2 12 12 13 13 13 13 13 13 1 3 13 WETLAND DENOTES FILL INFF SITE 5 HC HC CLEARING DENOTES HAND F FF F F F F F F F F F F F F R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 11R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 12 M A T C H L IN E - L - S T A . 12 2 + 0 0 .0 0 S E E S H E E T 10 M A T C H L I N E - L - S T A . 10 8 + 0 0 . 0 0 NAD 83 SHEET __ OF __ PERMIT DRAWING Scale: 1"= 100’ 0’100’100’ R : \ H y d r a u li c s \ P E R M ITS _ E n v i r o n m e n t a l\ D r a w in g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 1 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 1 1 0 1 1 5 1 2 0 INV=6.40’ 1 7 ’ S O I L 12’ S O I L 12’ SOIL W O O D S INV=6.31’24" CMP GPS MON (R3620-6) -BL- 17 WEYERHAEUSER DB 387 PG 637 WEYERHAEUSER DB 387 PG 637 WOODS WOODS WOODS 4 4 24 " RC P -IV 48" R C P-I V n=0.4 s=.004 ft/ft d= 0.6 V10=0.4 ft/s Q10=1.1 cfs DA=0.4 ac Sta.= 119+00 LT 3.0’ BASE DITCH HW 3 0" R C P-I V DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. -L- 119+00 LT TO 121+00 LT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. E Q U A LIZ E R P IP E 3 6 " RC P - IV E Q U A LIZ E R P IP E 3 6 " R C P - IV E Q U A LI Z E R P IP E 3 6 " R C P - I V DDE = 169 CY SEE DETAIL A WETLAND DENOTES FILL INFF SITE 5 SITE 6 SITE 7 SITE 8 SITE 9 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN S S S S F F F FF F F F F F F F F F F F F R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 11R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 12 M A T C H L IN E - L - S T A . 12 2 + 0 0 .0 0 S E E S H E E T 10 M A T C H L I N E - L - S T A . 10 8 + 0 0 . 0 0 NAD 83 SHEET __ OF __ PERMIT DRAWING Scale: 1"= 100’ 0’100’100’ R : \ H y d r a u li c s \ P E R M ITS _ E n v i r o n m e n t a l\ D r a w in g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 1 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 1 1 0 1 1 5 1 2 0 INV=6.40’ 1 7 ’ S O I L 12’ S O I L 12’ SOIL W O O D S INV=6.31’24" CMP GPS MON (R3620-6) -BL- 17 WEYERHAEUSER DB 387 PG 637 WEYERHAEUSER DB 387 PG 637 WOODS WOODS WOODS 4 4 24 " RC P -IV 48" R C P-I V n=0.4 s=.004 ft/ft d= 0.6 V10=0.4 ft/s Q10=1.1 cfs DA=0.4 ac Sta.= 119+00 LT 3.0’ BASE DITCH HW 3 0" R C P-I V DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. -L- 119+00 LT TO 121+00 LT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. E Q U A LIZ E R P IP E 3 6 " RC P - IV E Q U A LIZ E R P IP E 3 6 " R C P - IV E Q U A LI Z E R P IP E 3 6 " R C P - I V DDE = 169 CY SEE DETAIL A WETLAND DENOTES FILL INFF SITE 5 SITE 6 SITE 7 SITE 8 SITE 9 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN S S S S 6 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 0 10 10 10 10 10 10 10 10 1 0 10 10 1 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 0 1 0 10 10 10 1 0 1 0 10 10 10 10 10 10 10 10 10 10 10 1 0 1 0 1 0 1 0 1 0 10 10 1 0 1010 1010 11 1 1 11 1 1 11 11 1 1 11 11 11 11 11 11 1 1 11 11 11 1 1 1 1 1 1 11 11 11 11 11 11 11 11 1 1 11 11 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 1 1 1 1 1 1 1 1 11 11 11 11 1 1 11 11 11111 1 11 11 11 11 11 1 1 11 11 11 11 11 11 11 11 11 11 12 12 12 12 12 12 1 2 12 12 12 1 2 1 2 12 12 12 12 1 2 12 12 12 12 12 12 12 1 2 1 2 12 12 12 12 1 2 12 12 1 2 1 2 12 12 1 2 1 2 12 12 1 2 12 12 12 1212 1 2 12 12 12 12 12 12 12 1212 12 12 12 13 13 13 13 13 13 1313 13 13 13 F F F FF F F F F F F F F F F F F R E V I S IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 12R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 11 M A T C H L I N E - L - S T A . 12 2 + 0 0 . 0 0 S E E S H E E T 13 M A T C H L IN E - L - S T A . 13 6 + 0 0 .0 0 NA D 8 3 DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. -L- 134+20 LT TO 143+31 LT -L- 130+00 RT TO 134+58 RT -L- 123+50 LT TO 128+23 LT -L- 123+00 RT TO 127+45 RT FROM STA. TO STA. DETAIL B Ground Natural Slope Fill 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft. -L- 128+26 LT TO 129+50 LT -L- 127+50 RT TO 129+00 RT FROM STA. TO STA. SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 23 Scale: 1"= 100’ 0’100’100’ R : \ H y d r a u li c s \ P E R M ITS _ E n v i r o n m e n t a l\ D r a w in g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 2 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 1 2 5 1 3 0 1 3 5 4 4 **************************************** RR SPIKE IN 12" OAK BL STATION 134+25.00 188 LEFT N 800659 E 2734067 BM14 ELEVATION = 12.33 **************************************** 10’ S OIL -BL- 18 -BL- 19 WEYERHAEUSER DB 387 PG 637 WOODS WOODS WOODS WOODS WEYERHAEUSER DB 387 PG 637 42 " RC P -IV 3 0 " R C P- I V n=0.04 s=0.0047 ft/ft d=0.7 V10=1.1 ft/s Q10=4.0 cfs DA=1.5 ac Sta.= 128+23 LT n=0.04 s=0.0044 ft/ft d=0.6 V10=1.4 ft/s Q10=4.5 cfs DA=1.7 ac Sta.= 127+45 RT n=0.04 s=0.01 ft/ft d=0.5 V10=1.5 ft/s Q10=1.3 cfs DA=0.5 ac Sta.= 127+50 RT n=0.04 s=0.005 ft/ft d=0.5 V10=1.0 ft/s Q10=0.8 cfs DA=0.3 ac Sta.= 128+26 LT n=0.04 s=0.007 ft/ft d=0.6 V10=1.8 ft/s Q10=5.8 cfs DA=2.2 ac Sta.= 134+50 RT 3.0’ BASE DITCH 3.0’ BASE DITCH 3.0’ BASE DITCH V DITCH V DITCH SEE DETAIL B SEE DETAIL B SEE DETAIL A 3.0’ BASE DITCH HW DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. -L- 134+20 LT TO 143+30 LT -L- 130+00 RT TO 134+58 RT -L- 123+50 LT TO 128+23 LT -L- 123+00 RT TO 127+45 RT FROM STA. TO STA. DETAIL B Slope Fill 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft. -L- 128+26 LT TO 129+50 LT -L- 127+50 RT TO 129+00 RT FROM STA. TO STA. DDE = 375 CY SEE DETAIL A DDE = 414 CY SEE DETAIL A DDE = 459 CY SEE DETAIL A WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 10 SITE 11 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN E E E IN WETLAND DENOTES EXCAVATION S S S F F F F F F F F F F F F F F R E V I S IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 12R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 11 M A T C H L I N E - L - S T A . 12 2 + 0 0 . 0 0 S E E S H E E T 13 M A T C H L IN E - L - S T A . 13 6 + 0 0 .0 0 NA D 8 3 DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. -L- 134+20 LT TO 143+31 LT -L- 130+00 RT TO 134+58 RT -L- 123+50 LT TO 128+23 LT -L- 123+00 RT TO 127+45 RT FROM STA. TO STA. DETAIL B Ground Natural Slope Fill 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft. -L- 128+26 LT TO 129+50 LT -L- 127+50 RT TO 129+00 RT FROM STA. TO STA. SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 23 Scale: 1"= 100’ 0’100’100’ R : \ H y d r a u li c s \ P E R M ITS _ E n v i r o n m e n t a l\ D r a w in g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 2 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 1 2 5 1 3 0 1 3 5 4 4 **************************************** RR SPIKE IN 12" OAK BL STATION 134+25.00 188 LEFT N 800659 E 2734067 BM14 ELEVATION = 12.33 **************************************** 10’ S OIL -BL- 18 -BL- 19 WEYERHAEUSER DB 387 PG 637 WOODS WOODS WOODS WOODS WEYERHAEUSER DB 387 PG 637 42 " RC P -IV 3 0 " R C P- I V n=0.04 s=0.0047 ft/ft d=0.7 V10=1.1 ft/s Q10=4.0 cfs DA=1.5 ac Sta.= 128+23 LT n=0.04 s=0.0044 ft/ft d=0.6 V10=1.4 ft/s Q10=4.5 cfs DA=1.7 ac Sta.= 127+45 RT n=0.04 s=0.01 ft/ft d=0.5 V10=1.5 ft/s Q10=1.3 cfs DA=0.5 ac Sta.= 127+50 RT n=0.04 s=0.005 ft/ft d=0.5 V10=1.0 ft/s Q10=0.8 cfs DA=0.3 ac Sta.= 128+26 LT n=0.04 s=0.007 ft/ft d=0.6 V10=1.8 ft/s Q10=5.8 cfs DA=2.2 ac Sta.= 134+50 RT 3.0’ BASE DITCH 3.0’ BASE DITCH 3.0’ BASE DITCH V DITCH V DITCH SEE DETAIL B SEE DETAIL B SEE DETAIL A 3.0’ BASE DITCH HW DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. -L- 134+20 LT TO 143+30 LT -L- 130+00 RT TO 134+58 RT -L- 123+50 LT TO 128+23 LT -L- 123+00 RT TO 127+45 RT FROM STA. TO STA. DETAIL B Slope Fill 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft. -L- 128+26 LT TO 129+50 LT -L- 127+50 RT TO 129+00 RT FROM STA. TO STA. DDE = 375 CY SEE DETAIL A DDE = 414 CY SEE DETAIL A DDE = 459 CY SEE DETAIL A WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 10 SITE 11 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN E E E IN WETLAND DENOTES EXCAVATION S S S 4 5 5 5 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 10 1 0 10 10 10 101010 1010 10 10 10 1 0 10 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 1 11 11 12 12 1 2 12 1 2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1 2 12 12 12 12 12 12 12 12 12 12 12 1 2 12 12 13 13 13 13 13 13 13 13 14 14 14 14 15 16 F F F F F F F F F F F F F F R E V IS I O N S D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h l e f t o f - L - a c c o r d i n g t o D e t a i l G . HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 13R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 12 M A T C H L I N E - L - S T A . 13 6 + 0 0 .0 0 S E E S H E E T 14 M A T C H L I N E - L - S T A . 15 0 + 0 0 . 0 0 NA D 83 SHEET __ OF __ PERMIT DRAWING Scale: 1"= 100’ 0’100’100’ R: \ H y d r a u l i c s \ P E R M IT S _ E n v ir o n m e n t a l \ D r a w i n g s \ P S H \ R3 6 2 0 _ H y d _ p s h _ 1 3 . d g n g c a i l 11 /2 6 /2 0 1 3 1 4 0 1 4 5 1 5 0 GRAU 350 GRAU 350 4 4 13 ’ SO IL 40042.78 EI R DB 387 PG 637 WEYERHAEUSER WEYERHAEUSER DB 387 PG 637 WOODS WOODS 2 4 " RC P -IV TB 2GI 15" RCP-IV STA. 146+80 LT. BEGIN SBG SEE DETAIL G DETAIL G Ground Natural Slope Ditch Front 3: 1 B=3.0Ft. Min. D=1.0Ft. FROM -L- 143+50 LT TO 147+50 LT DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill -L- 134+20 LT TO 143+30 LT FROM STA. TO STA. RCBC 1@12’x7’ DDE = 1,303 CY SEE DETAIL A D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or SITE 12 SITE 13 SITE 14 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED* * * * ** * ** * * * ** * * * *HC F F FF F F F F F C F C C F C C F F F F F R E V IS I O N S D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h l e f t o f - L - a c c o r d i n g t o D e t a i l G . HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 13R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 12 M A T C H L I N E - L - S T A . 13 6 + 0 0 .0 0 S E E S H E E T 14 M A T C H L I N E - L - S T A . 15 0 + 0 0 . 0 0 NA D 83 SHEET __ OF __ PERMIT DRAWING Scale: 1"= 100’ 0’100’100’ R: \ H y d r a u l i c s \ P E R M IT S _ E n v ir o n m e n t a l \ D r a w i n g s \ P S H \ R3 6 2 0 _ H y d _ p s h _ 1 3 . d g n g c a i l 11 /2 6 /2 0 1 3 1 4 0 1 4 5 1 5 0 GRAU 350 GRAU 350 4 4 13 ’ SO IL 40042.78 EI R DB 387 PG 637 WEYERHAEUSER WEYERHAEUSER DB 387 PG 637 WOODS WOODS 2 4 " RC P -IV TB 2GI 15" RCP-IV STA. 146+80 LT. BEGIN SBG SEE DETAIL G DETAIL G Ground Natural Slope Ditch Front 3: 1 B=3.0Ft. Min. D=1.0Ft. FROM -L- 143+50 LT TO 147+50 LT DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill -L- 134+20 LT TO 143+30 LT FROM STA. TO STA. RCBC 1@12’x7’ DDE = 1,303 CY SEE DETAIL A D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or SITE 12 SITE 13 SITE 14 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED* * * * ** * ** * * * ** * * * *HC 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 77 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 99 99 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 1 0 1 0 1 0 10 10 10 10 10 10 1 0 10 10 10 10 1 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 11 11 11 11 11 1 1 11 11 1 1 11 1 1 11 11 1 1 11 11 11 11 12 12 12 F F FF F F F F F C F C C F C C F F F F F 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 10 10 20 20 149+50.00 10 10 20 20 150+00.00 10 10 20 20 150+50.00 10 10 20 20 151+00.00 10 10 20 20 151+50.00 10 10 20 20 152+00.00 X-47R-3620 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET __ OF __ PERMIT DRAWING $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 0.92 0.030 0.030 3 :13:1 2.53 0.030 0.030 3 :13:1 4.37 0.030 0.030 3 :13:1 5.05 0.030 0.030 3 :13:1 5.82 0.030 0.030 3 :13:1 5.75 0.030 0.030 3 :13:1 0 10 20 0 100100 s=0.30% CL Elev = -0.8’ o Elev=11.3’ Skew = 112 1 @ 12’ x 7’ RCBC CL Sta 148+73 -L- WS 100 Yr=5.6’ WS 25 Yr=4.7’ Top of Bank Bed USGS (Roper South and North) NWS=1.5’ 3.2:1 3.2:1 Stream Classification (Such as Trout, High Quality Water, etc.) SHEET __ OF __ PERMIT DRAWING R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 14R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 15 M A T C H L I N E - L - S T A . 16 4 + 0 0 . 0 0 S E E S H E E T 13 MA T C H LIN E - L- S T A . 15 0 + 0 0 .0 0 NAD 83 DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill -L- 158+00 RT TO 166+00 RT -L- 157+50 LT TO 167+00 LT FROM STA. TO STA. SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 24 R : \ H y d r a u li c s \ P E R M IT S _ E n v i r o n m e n t a l\ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 4 . d g n g c a i l 1 1 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 1 5 0 1 5 5 1 6 0 GRAU 350 GRAU 350 4 5 5 6 6 2932.41’ 8 7 9 .16 ’ 3 7 2 .9 0 ’ + 5 1.3 6 2,087.68’ +98.92 WEYERHAEUSER DB 387 PG 637 REBECCA PIERCE HEIRS DB 371 PG 169 PC2 115B WEYERHAEUSER DB 387 PG 637 4 REBECCA PIERCE HEIRS DB 371 PG 169 PC2 115B DB 442 PG 935 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE BEACH FARMS,INC WOODS TB 2GI TB 2GI TB 2GI 1402 1403 1404 1405 1406 1407 1408 1409 1410 STA. 157+97 LT. END SBG 3.0’ BASE DITCH 3.0’ BASE DITCH EST. GEOTEXTILE 6.0 S.Y. EST. 12.0 TONS CLASS B RIP RAP EST. GEOTEXTILE 8.0 S.Y. EST. 16.0 TONS CLASS B RIP RAP 3 6 " RC P - IV EQ U A LIZE R P IP E 3 6 " RC P - I V EQ U A LIZ E R P IP E E Q U A LIZ E R P IP E 3 6 " RC P - I V 15" RCP-IV 3 6 " RC P - IV 3 6 " RC P - IV 3 6 " RC P - I V DDE = 633 CY SEE DETAIL A DDE = 748 CY SEE DETAIL A SITE 14 WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND F F F F F F F F F F F F F F F F R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 14R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 15 M A T C H L I N E - L - S T A . 16 4 + 0 0 . 0 0 S E E S H E E T 13 MA T C H LIN E - L- S T A . 15 0 + 0 0 .0 0 NAD 83 DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill -L- 158+00 RT TO 166+00 RT -L- 157+50 LT TO 167+00 LT FROM STA. TO STA. SHEET __ OF __ PERMIT DRAWING FOR -L- PROFILE, SEE SHEET NO. 24 R : \ H y d r a u li c s \ P E R M IT S _ E n v i r o n m e n t a l\ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 4 . d g n g c a i l 1 1 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 1 5 0 1 5 5 1 6 0 GRAU 350 GRAU 350 4 5 5 6 6 2932.41’ 8 7 9 .16 ’ 3 7 2 .9 0 ’ + 5 1.3 6 2,087.68’ +98.92 WEYERHAEUSER DB 387 PG 637 REBECCA PIERCE HEIRS DB 371 PG 169 PC2 115B WEYERHAEUSER DB 387 PG 637 4 REBECCA PIERCE HEIRS DB 371 PG 169 PC2 115B DB 442 PG 935 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE BEACH FARMS,INC WOODS TB 2GI TB 2GI TB 2GI 1402 1403 1404 1405 1406 1407 1408 1409 1410 STA. 157+97 LT. END SBG 3.0’ BASE DITCH 3.0’ BASE DITCH EST. GEOTEXTILE 6.0 S.Y. EST. 12.0 TONS CLASS B RIP RAP EST. GEOTEXTILE 8.0 S.Y. EST. 16.0 TONS CLASS B RIP RAP 3 6 " RC P - IV EQ U A LIZE R P IP E 3 6 " RC P - I V EQ U A LIZ E R P IP E E Q U A LIZ E R P IP E 3 6 " RC P - I V 15" RCP-IV 3 6 " RC P - IV 3 6 " RC P - IV 3 6 " RC P - I V DDE = 633 CY SEE DETAIL A DDE = 748 CY SEE DETAIL A SITE 14 WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 77 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9999 9 9 999 9 9 9 9 10 10 10 10 10 10 1 0 1 0 1 0 10 10 1 0 1010 10 10 1 0 10 10 10 10 10 1 0 10 10 10 10 11 11 11 11 1 1 11 11 1 1 1 1 11 12 12 12 12 13 13 13 F F F F F F F F F F F F F F F F 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 10 10 20 20 152+50.00 10 10 20 20 153+00.00 10 10 20 20 153+50.00 10 10 20 20 154+00.00 10 10 20 20 154+50.00 10 10 20 20 155+00.00 X-48R-3620 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET __ OF __ PERMIT DRAWING $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 6.48 0.030 0.030 3 :13:1 5.95 0.030 0.030 3 :13:1 6.52 0.030 0.030 3 :13:1 6.94 0.030 0.030 3 :13:1 7.07 0.030 0.030 3 :13:1 7.30 0.030 0.030 3 :13:1 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 15R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SEE SHEET 17 MATCHLINE -Y1- STA. 17+00.00 SEE SHEET 18 MATCHLINE -Y1- STA . 25+00 .00 S E E S H E E T 14 M A T C H L I N E - L - S T A . 16 4 + 0 0 . 0 0 S E E S H E E T 16 M A T C H L IN E - L - S T A . 17 8 + 0 0 .0 0 NAD 83 t h e i n t e r s e c t i o n o f - L - / - Y1- a c c o r d i n g t o C o n g e s t i o n M a n a g e m e n t r e c o m m e n d a t i o n s . D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h e s r i g h t o f - Y1- a c c o r d i n g t o D e t a i l H . R e v i s e d t h e p r o p o s e d E O P a n d l a n e g e o m e t r y f o r 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - M O D I F I E D E X I S T I N G R / W O N P A R C E L S 0 0 6 , 0 0 7 , A N D 0 0 8 . SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u l i c s \ P E R M ITS _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R3 6 2 0 _ H y d _ p s h _ 1 5 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ SITE 15 E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF P P (POND) SURFACE WATER DENOTES IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN HC HC CLEARING DENOTES HAND HC +23.80 90’ 6 6 6 8 6 7 15" H D PE 15" HDPE 5 10 1 IN V=3.79’IN V=4.12’ GR AV E L P AR K ING 10’ SOIL 18"C O N C 1 8 " C O N C C O N C C O N C G A S P U M P IS L A N D A B A N D O N E D 1S B K B U S 132 13 3 13 4 135 137 16 1 16 2 16 3 16 4 165 16 6 16 7 IN V=2.7 4’ IN V=3.11’ IN V=3.47’ 15 " C ON C T T T G R A V E L & S OI L EIP EXISTING R/W -BL- 23 - B L - 2 4 WOODS -BY- 125 2,696.24’ 39.63’ 8 6. 7 4’ +62.37 162.04’ +62.37 +89.21 + 7 0. 4 3 + 8 7.8 8 2 25.3 7’ S 8 7 3 9’0 8 " E 194.5 7’ C H O R D 30" C MP E IP E IP A L B E M A R L E B E A C H F A R M S , I N C D B 4 4 2 P G 9 3 5 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE ACRES, LLC DB 445 PG 437 JENNY BRACY DB 350 PG 724 WOODS BILLBOARDS VACANT 1SFBUS DB 444 PG 139 HENRY YATES PROPERTIES P AR K ING GR AV E L W O O D S DB 298 PG 512 IRVING E. HILL 18"CO NC 1 6 5 1 7 0 1 7 5 TES 4 8" R C P-IV DI n=0.04 s=0.013 ft/ft d=0.9 ft V10=2.3 ft/s Q10=5.3 cfs DA=2.0 ac Sta.= 170+00 RT REMOVE REMOVE REMOVE 24" RCP-IV SEE DETAIL I SEE DETAIL B SEE DETAIL A SEE DETAIL H n=0.06 s= 0.0015 d= 1.0 V10=0.7 Q10=4.3 cfs DA=1.3 ac Sta.=173+00 RT 3.0’ BASE DITCH 15 " REMOVE HW DRAIN GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN GRADE TO DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. -L- 173+00 RT TO 175+50 RT -L- 158+00 RT TO 166+00 RT -L- 157+50 LT TO 167+00 LT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill DETAIL B Ground Natural 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft.Slope Fill SPECIAL CUT DITCH CONSTRUCT DITCH FILL POND AND ( Not to Scale) D B b LATERAL BASE DITCH DETAIL I Ground Natural Slope Fill3:13: 1 Min. b=2.0 Ft. B=10.0 Ft. Min. D=1.0 Ft. -L- 169+45 LT TO 172+50 LT FROM STA. TO STA. 1"/Ft. 15" RCP-IV D RA IN G RAD E TO GRADE TO DRAIN Flatter4:1 or D ( Not to Scale) SPECIAL CUT DITCH DETAIL H Ground Natural Slope Ditch Front 3: 1 Min. D=1.0 Ft. -Y1- 20+50 RT TO 28+70 RT DDE = 462 CY SEE DETAIL A DDE = 120 CY SEE DETAIL A -L- 166+00 RT TO 170+20 RT FROM STA. TO STA. F F F C F FF F F F F F F F F F F F F C C C C F C C F F F F F F C C C C C F C R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 15R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SEE SHEET 17 MATCHLINE -Y1- STA. 17+00.00 SEE SHEET 18 MATCHLINE -Y1- STA . 25+00 .00 S E E S H E E T 14 M A T C H L I N E - L - S T A . 16 4 + 0 0 . 0 0 S E E S H E E T 16 M A T C H L IN E - L - S T A . 17 8 + 0 0 .0 0 NAD 83 t h e i n t e r s e c t i o n o f - L - / - Y1- a c c o r d i n g t o C o n g e s t i o n M a n a g e m e n t r e c o m m e n d a t i o n s . D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h e s r i g h t o f - Y1- a c c o r d i n g t o D e t a i l H . R e v i s e d t h e p r o p o s e d E O P a n d l a n e g e o m e t r y f o r 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - M O D I F I E D E X I S T I N G R / W O N P A R C E L S 0 0 6 , 0 0 7 , A N D 0 0 8 . SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u l i c s \ P E R M ITS _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R3 6 2 0 _ H y d _ p s h _ 1 5 . d g n j h p a t e l 1 1 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ SITE 15 E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF P P (POND) SURFACE WATER DENOTES IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN HC HC CLEARING DENOTES HAND HC +23.80 90’ 6 6 6 8 6 7 15" H D PE 15" HDPE 5 10 1 IN V=3.79’IN V=4.12’ GR AV E L P AR K ING 10’ SOIL 18"C O N C 1 8 " C O N C C O N C C O N C G A S P U M P IS L A N D A B A N D O N E D 1S B K B U S 132 13 3 13 4 135 137 16 1 16 2 16 3 16 4 165 16 6 16 7 IN V=2.7 4’ IN V=3.11’ IN V=3.47’ 15 " C ON C T T T G R A V E L & S OI L EIP EXISTING R/W -BL- 23 - B L - 2 4 WOODS -BY- 125 2,696.24’ 39.63’ 8 6. 7 4’ +62.37 162.04’ +62.37 +89.21 + 7 0. 4 3 + 8 7.8 8 2 25.3 7’ S 8 7 3 9’0 8 " E 194.5 7’ C H O R D 30" C MP E IP E IP A L B E M A R L E B E A C H F A R M S , I N C D B 4 4 2 P G 9 3 5 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE ACRES, LLC DB 445 PG 437 JENNY BRACY DB 350 PG 724 WOODS BILLBOARDS VACANT 1SFBUS DB 444 PG 139 HENRY YATES PROPERTIES P AR K ING GR AV E L W O O D S DB 298 PG 512 IRVING E. HILL 18"CO NC 1 6 5 1 7 0 1 7 5 TES 4 8" R C P-IV DI n=0.04 s=0.013 ft/ft d=0.9 ft V10=2.3 ft/s Q10=5.3 cfs DA=2.0 ac Sta.= 170+00 RT REMOVE REMOVE REMOVE 24" RCP-IV SEE DETAIL I SEE DETAIL B SEE DETAIL A SEE DETAIL H n=0.06 s= 0.0015 d= 1.0 V10=0.7 Q10=4.3 cfs DA=1.3 ac Sta.=173+00 RT 3.0’ BASE DITCH 15 " REMOVE HW DRAIN GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN GRADE TO DETAIL A Ground Natural 3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. -L- 173+00 RT TO 175+50 RT -L- 158+00 RT TO 166+00 RT -L- 157+50 LT TO 167+00 LT FROM STA. TO STA. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. Slope Fill DETAIL B Ground Natural 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft.Slope Fill SPECIAL CUT DITCH CONSTRUCT DITCH FILL POND AND ( Not to Scale) D B b LATERAL BASE DITCH DETAIL I Ground Natural Slope Fill3:13: 1 Min. b=2.0 Ft. B=10.0 Ft. Min. D=1.0 Ft. -L- 169+45 LT TO 172+50 LT FROM STA. TO STA. 1"/Ft. 15" RCP-IV D RA IN G RAD E TO GRADE TO DRAIN Flatter4:1 or D ( Not to Scale) SPECIAL CUT DITCH DETAIL H Ground Natural Slope Ditch Front 3: 1 Min. D=1.0 Ft. -Y1- 20+50 RT TO 28+70 RT DDE = 462 CY SEE DETAIL A DDE = 120 CY SEE DETAIL A -L- 166+00 RT TO 170+20 RT FROM STA. TO STA. 2 2 3 3 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 77 7 77 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 1 0 1 0 1 0 10 10 10 1010 1 0 10 10 10 10 10 10 10 10 10 10 10 1 0 1 0 1 0 1 0 10 10 10 10 10 10 10 10 10 1 0 1 0 10 10 1 0 10 10 11 1 1 11 1 1 11 11 1 1 11 11 11 1 1 1 1 1 1 11 11 11 11 11 11 11 11 11 11 11 1 1 11 11 11 11 11 1 1 11 11 11 1 1 1 1 11 11 12 12 12 12 12 12 12 13 13 1 3 13 13 14 14 14 F F F C F FF F F F F F F F F F F F F C C C C F C C F F F F F F C C C C C F C 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 10 10 20 20 170+50.00 10 10 20 20 171+00.00 10 10 20 20 171+50.00 10 10 20 20 172+00.00 10 10 20 20 172+50.00 10 10 20 20 173+00.00 X-54R-3620 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET __ OF __ PERMIT DRAWING $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 5.65 0.030 0.030 4:1 4 :1 5.43 0.030 0.030 4:1 4 :1 6.53 0.030 0.030 4:1 4 :1 5.76 0.030 0.030 4:1 4 :1 6.01 0.030 0.0304:1 4 :1 6.35 0.030 0.0304:1 4 :1 3: 1 5.00 3:1 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 16R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 15 M A T C H L I N E - L - S T A . 17 8 + 0 0 .0 0 NAD 83 SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u l i c s \ P E R M ITS _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 6 . d g n g c a i l 11 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 9 9 11 12 10 7 1 8 0 1 8 5 1 9 0 P O T S t a . 19 2 + 4 4 .8 1 INV=4.28’ INV=4.76’ 48" CMP v v v v v vv 15"CONC 15"CONC S OIL 15"CONC S OIL 15"CONC 15"CONC 15"CONC H T R 15"CONC 15"CONC GR AV E L POSTS 10’CHL ASPHALT GAS PUMPS S POSTS TURKEY SHOOT TARGETS GR AV E L P AR KING TEN NIS COURTS 15"CONC NC 32 26’BST W O O D S G P S M O N ( R 3 6 2 0 - 8 ) 15" CONC TREES T TT T D B 3 8 0 P G 3 8 4 EIP EIP EIP EIP K E N N E D Y L . B A R B E R E X IST IN G R /W EXISTING R/W TREES GPS MON (R3620-7) IRVING E. HILL DB 298 PG 512 DB 267 PG 353 WASHINGTON COUNTY WOODS SKINNERSVILLE CIVIC CENTER DB 269 PG 353 DB 267 PG 353 WASHINGTON COUNTY ROM LEE NORMAN HEIRS DB 94 PG 71 HENRY & CORINTHIA ALEXANDER DB 297 PG 429 EIP EIP OTIS & AZZELIA NORMAN DB 156 PG 237 EIP ARZATE SERPIO SANTIBANEZ DB 440 PG 476 EIP CLEO HOLLY & PAUL MOORE DB 263 PG 705 LOTS 3, 4,5 ELMER & RUSHA F. NORMAN ALBERTA PHELPS DB 174 PG 218 DB 444 PG 139 HENRY YATES PROPERTIES DB 442 PG 352 DAVID R. PAYNE VACANT 1SFBUS TANKSP AR KING GR AV E L PEA RIDGE CONVENIENCE STORE,INC DB 358 PG 175 1SFBUS CAR PORT GAS TANK COMMUNITY CENTER CONC WALK CONC WALK GRAVEL PARKING 2SF TREES ASPHALT WOODS DISH SATELLITE EXISTING R/W EIP SHRUBS SOIL BST BASKETBALL COURT C O N C CONC GRAVEL DR DB 267 PG 154 WIFE, ELNA O. BAUM DWILLIAM H. BAUM & EXISTING R/W WOOD R/R TIES S A T E L L IT E D IS H WD POST TREES TREES HTR CONC S 1SFD HTR S S S 1S BLK BUS WOODSWOODS S 1SBKD S S 1SFD RETAIN V DITCH V DITCH 15" 3.0’ BASE DITCH n=.04 s=.012 ft/ft d=0.6 ft V10=1.7 ft/s Q10=1.6 cfs DA=0.6 ac Sta.=184+65 LT n=.04 s=.00125 ft/ft d=1.1 ft V10=1.1 ft/s Q10=7.9 cfs DA=3.0 ac Sta.=184+16 LT DITCH TIE TO EXISTING DRAIN GRADE TO DRAIN GRADE TO DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. DETAIL B Ground Natural Slope Fill 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft. 18" RCP-III 18" RCP-III 18" RCP-III -L- 186+31 LT TO 188+00 LT -L- 183+00 RT TO 184+65 RT FROM STA. TO STA. -L- 184+16 LT TO 185+77 LT FROM STA. TO STA. RETAIN REMOVE REMOVEREMOVE REMOVE REMOVE CL B RIP RAP 48" RCP-IV COLLAR AND EXTEND 48" RCP-IV COLLAR AND EXTEND DDE = 122 CY SEE DETAIL B DDE = 205 CY SEE DETAIL A DDE = 62 CY SEE DETAIL B HW SITE 17SITE 16 S S SURFACE WATER DENOTES IMPACTS IN S S S S WETLAND DENOTES FILL INFF F F C F C F F F F F F F F F F F F FF R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 16R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 15 M A T C H L I N E - L - S T A . 17 8 + 0 0 .0 0 NAD 83 SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u l i c s \ P E R M ITS _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 6 . d g n g c a i l 11 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 9 9 11 12 10 7 1 8 0 1 8 5 1 9 0 P O T S t a . 19 2 + 4 4 .8 1 INV=4.28’ INV=4.76’ 48" CMP v v v v v vv 15"CONC 15"CONC S OIL 15"CONC S OIL 15"CONC 15"CONC 15"CONC H T R 15"CONC 15"CONC GR AV E L POSTS 10’CHL ASPHALT GAS PUMPS S POSTS TURKEY SHOOT TARGETS GR AV E L P AR KING TEN NIS COURTS 15"CONC NC 32 26’BST W O O D S G P S M O N ( R 3 6 2 0 - 8 ) 15" CONC TREES T TT T D B 3 8 0 P G 3 8 4 EIP EIP EIP EIP K E N N E D Y L . B A R B E R E X IST IN G R /W EXISTING R/W TREES GPS MON (R3620-7) IRVING E. HILL DB 298 PG 512 DB 267 PG 353 WASHINGTON COUNTY WOODS SKINNERSVILLE CIVIC CENTER DB 269 PG 353 DB 267 PG 353 WASHINGTON COUNTY ROM LEE NORMAN HEIRS DB 94 PG 71 HENRY & CORINTHIA ALEXANDER DB 297 PG 429 EIP EIP OTIS & AZZELIA NORMAN DB 156 PG 237 EIP ARZATE SERPIO SANTIBANEZ DB 440 PG 476 EIP CLEO HOLLY & PAUL MOORE DB 263 PG 705 LOTS 3, 4,5 ELMER & RUSHA F. NORMAN ALBERTA PHELPS DB 174 PG 218 DB 444 PG 139 HENRY YATES PROPERTIES DB 442 PG 352 DAVID R. PAYNE VACANT 1SFBUS TANKSP AR KING GR AV E L PEA RIDGE CONVENIENCE STORE,INC DB 358 PG 175 1SFBUS CAR PORT GAS TANK COMMUNITY CENTER CONC WALK CONC WALK GRAVEL PARKING 2SF TREES ASPHALT WOODS DISH SATELLITE EXISTING R/W EIP SHRUBS SOIL BST BASKETBALL COURT C O N C CONC GRAVEL DR DB 267 PG 154 WIFE, ELNA O. BAUM DWILLIAM H. BAUM & EXISTING R/W WOOD R/R TIES S A T E L L IT E D IS H WD POST TREES TREES HTR CONC S 1SFD HTR S S S 1S BLK BUS WOODSWOODS S 1SBKD S S 1SFD RETAIN V DITCH V DITCH 15" 3.0’ BASE DITCH n=.04 s=.012 ft/ft d=0.6 ft V10=1.7 ft/s Q10=1.6 cfs DA=0.6 ac Sta.=184+65 LT n=.04 s=.00125 ft/ft d=1.1 ft V10=1.1 ft/s Q10=7.9 cfs DA=3.0 ac Sta.=184+16 LT DITCH TIE TO EXISTING DRAIN GRADE TO DRAIN GRADE TO DETAIL A Ground Natural Slope Fill3: 1 3:1 b=2.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. DETAIL B Ground Natural Slope Fill 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. ( Not to Scale) D B b LATERAL BASE DITCH 1"/Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft. 18" RCP-III 18" RCP-III 18" RCP-III -L- 186+31 LT TO 188+00 LT -L- 183+00 RT TO 184+65 RT FROM STA. TO STA. -L- 184+16 LT TO 185+77 LT FROM STA. TO STA. RETAIN REMOVE REMOVEREMOVE REMOVE REMOVE CL B RIP RAP 48" RCP-IV COLLAR AND EXTEND 48" RCP-IV COLLAR AND EXTEND DDE = 122 CY SEE DETAIL B DDE = 205 CY SEE DETAIL A DDE = 62 CY SEE DETAIL B HW 4 4 4 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 66 6 6 6 6 6 6 66 6 666 6 6 6 6 6 6 6 6 6 6 6 6 6 6 77 7 7 7 7 7 7 7 7 7 7 77 7 7 7 7 7 7 7 7 7 7 7 77 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 88 8 88 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 99 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 99 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1010 1010 1010 101010 10 10 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 11 11 11 11 11 12 12 1 2 SITE 17SITE 16 S S SURFACE WATER DENOTES IMPACTS IN S S S S WETLAND DENOTES FILL INFF F F C F C F F F F F F F F F F F F FF R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS N A D 8 3 D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h e s r i g h t o f - Y1- a n d - Y2 - a c c o r d i n g t o D e t a i l H . 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - M O D I F I E D E X I S T I N G R / W O N P A R C E L 0 0 6 . SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u l i c s \ P E RM ITS _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 7 . d g n g c a i l 11 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 180 FEN C E W O VEN W IRE TES TES 6 6 6 7 I N V =0.9 5’ I N V = 2.5 1’ 15" HDPE 1 5 " H D P E 15" C M P 2’ PIPE 5 MARKED GRAVES 10’ SOIL TO PLYMOUTH NC 32 22’BST 2 0 ’ B S T 15" P L A S TI C S R 13 17 P RIT C H A R D S L O O P R O A D 137 138 139 140 DAT UM DE S C R IP T ION THE LOCALIZED COO RDINATE S YS TEM DEVELOP ED F OR THIS P ROJECT IS BAS ED ON THE S TATE P LAN E COORDINATES ES TABLIS HED BY NCDOT F OR MONUMENT " HO LL Y" WITH NA D 83 /(CORS 9 6 ) S TATE P LANE GRID COORDINA TE S OF NO RTHING : 7 9 8 5 00 .00 0 (f t) EAS TING: 2 7 32 2 00 .0 0 0 (f t) EL EVA TION: 10 .00 (f t) THE AVERAGE COMBINED GRID F ACTOR US ED ON THIS P ROJECT (GROU ND TO GRID) IS : 0 .99 9 94 4 8 93 THE N.C. LAMBERT GRID BEARING AND LOCALIZE D HORIZONTAL GROU N D DIS TANCE F ROM ALL LINEAR DIMENS IONS ARE LOCALIZED HO RIZON TAL DIS TAN CES NC GRID NAD 83/CORS96) 160 161 162 INV=2.74’INV=3.28’ INV=3.11’ INV=3.47’ E IP EXISTING R/W EXISTING R/W 2 4 " C M P E IP 60.00’ IRVING E. HILL DB 298 PG 512 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 DB 442 PG 935 ALBEMARLE BEACH FARMS,INC 6 0. 0 0 ’ A L B E MA R L E B E A C H F A R MS ,IN C D B 4 4 2 P G 9 3 5 WOODS WOODS WOODS WOODS T O N C 3 2 IR V ING E . HIL L 12" C M P 18"CONC REMOVE 1 8 " 1 8 " 1 5 " 30" RCP-IV SEE DETAIL H SEE DETAIL D SEE DETAIL D 5.0’ BASE DITCH 1 8 " FALSE CUT TIE TO EXISTING DITCH TIE TO EXISTING DITCH SEE DETAIL B 48" RCP-IV D RAIN G RAD E TO 15 " DETAIL B Ground Natural 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft.Slope Fill -Y1- 15+50 RT -Y1- 14+05 RT FROM STA. TO STA. Existin g O u tfa ll ch a n n e l: Ba se = 5 ’; 1:1 sid e slo p e s @ s= 0 .2 % d 1 0 = 2 .9 ’ V10 = 2 .4 ft/s Q 10 = 5 4 cfs Q 5 = 4 7 cfs d 2 = 2 .5 ’ V2 = 2 .2 ft/s Q 2 = 4 1 cfs D A o th e r= 4 3 .4 a c DA p = 1.2 a c Pre D A = 4 4 .6 a c W ( Not to Scale) FALSE CUT W = 30’ Min. DETAIL D Flatter4:1 orN.G./T.B. Bed Exist. Ditch Slope Fill3:1 3:1Pipe 18" REMOVE REMOVE REMOVE FALSE CUT EXISTING DITCH TIE TO REMOVE GRADE TO DRAIN DDE = 77 CY SEE DETAIL C DDE = 65 CY SEE DETAIL B SEE DETAIL H DDE = 77 CY DDE = 96 CY SEE DETAIL B DDE = 398 CY SEE DETAIL B -Y2- 14+00 RT TO 16+00 RT -Y2- 10+50 LT TO 16+00 LT FROM STA. TO STA. Flatter4:1 or D ( Not to Scale) SPECIAL CUT DITCH DETAIL H Ground Natural Slope Ditch Front 3: 1 Min. D=1.0 Ft. -Y2- 10+50 RT TO 13+50 RT -Y1- 12+50 RT TO 16+50 RT ( Not to Scale) 3:13: 1 D B b LATERAL BASE DITCH 1"/Ft. -Y1- 12+50 LT TO 14+00 LT FROM STA. TO STA. DETAIL C b=2.0 Ft. B=5.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Fill SITE 18 SITE 17 S S SURFACE WATER DENOTES IMPACTS IN S S S S S S R E V IS I O N S 17R-3620 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSN A D 8 3 D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h e s r i g h t o f - Y1- a n d - Y2 - a c c o r d i n g t o D e t a i l H . 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - M O D I F I E D E X I S T I N G R / W O N P A R C E L 0 0 6 . 10 / 14 / 13 R / W R E V I S I O N ( T L S ) - A D D E D D R I V E WA Y T O P A R C E L N O . 6 , A D D E D T E M P O R A R Y C O N S T R U C T I O N E A S E M E N T T O P A R C E L N O S . 6 & 7 . M A T C H L I N E - Y 1 - S T A . 1 7 + 0 0 . 0 0 S E E S H E E T 1 5 F F F F C C C C C C F F F C C C C F F F F R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS N A D 8 3 D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h e s r i g h t o f - Y1- a n d - Y2 - a c c o r d i n g t o D e t a i l H . 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - M O D I F I E D E X I S T I N G R / W O N P A R C E L 0 0 6 . SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u l i c s \ P E RM ITS _ E n v i r o n m e n t a l \ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 7 . d g n g c a i l 11 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 180 FEN C E W O VEN W IRE TES TES 6 6 6 7 I N V =0.9 5’ I N V = 2.5 1’ 15" HDPE 1 5 " H D P E 15" C M P 2’ PIPE 5 MARKED GRAVES 10’ SOIL TO PLYMOUTH NC 32 22’BST 2 0 ’ B S T 15" P L A S TI C S R 13 17 P RIT C H A R D S L O O P R O A D 137 138 139 140 DAT UM DE S C R IP T ION THE LOCALIZED COO RDINATE S YS TEM DEVELOP ED F OR THIS P ROJECT IS BAS ED ON THE S TATE P LAN E COORDINATES ES TABLIS HED BY NCDOT F OR MONUMENT " HO LL Y" WITH NA D 83 /(CORS 9 6 ) S TATE P LANE GRID COORDINA TE S OF NO RTHING : 7 9 8 5 00 .00 0 (f t) EAS TING: 2 7 32 2 00 .0 0 0 (f t) EL EVA TION: 10 .00 (f t) THE AVERAGE COMBINED GRID F ACTOR US ED ON THIS P ROJECT (GROU ND TO GRID) IS : 0 .99 9 94 4 8 93 THE N.C. LAMBERT GRID BEARING AND LOCALIZE D HORIZONTAL GROU N D DIS TANCE F ROM ALL LINEAR DIMENS IONS ARE LOCALIZED HO RIZON TAL DIS TAN CES NC GRID NAD 83/CORS96) 160 161 162 INV=2.74’INV=3.28’ INV=3.11’ INV=3.47’ E IP EXISTING R/W EXISTING R/W 2 4 " C M P E IP 60.00’ IRVING E. HILL DB 298 PG 512 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 ALBEMARLE BEACH FARMS,INC DB 442 PG 935 DB 442 PG 935 ALBEMARLE BEACH FARMS,INC 6 0. 0 0 ’ A L B E MA R L E B E A C H F A R MS ,IN C D B 4 4 2 P G 9 3 5 WOODS WOODS WOODS WOODS T O N C 3 2 IR V ING E . HIL L 12" C M P 18"CONC REMOVE 1 8 " 1 8 " 1 5 " 30" RCP-IV SEE DETAIL H SEE DETAIL D SEE DETAIL D 5.0’ BASE DITCH 1 8 " FALSE CUT TIE TO EXISTING DITCH TIE TO EXISTING DITCH SEE DETAIL B 48" RCP-IV D RAIN G RAD E TO 15 " DETAIL B Ground Natural 3: 1 3:1 b=2.0 Ft. Min. D=1.0 Ft. LATERAL ’V’ DITCH ( Not to Scale) D b 1"/Ft.Slope Fill -Y1- 15+50 RT -Y1- 14+05 RT FROM STA. TO STA. Existin g O u tfa ll ch a n n e l: Ba se = 5 ’; 1:1 sid e slo p e s @ s= 0 .2 % d 1 0 = 2 .9 ’ V10 = 2 .4 ft/s Q 10 = 5 4 cfs Q 5 = 4 7 cfs d 2 = 2 .5 ’ V2 = 2 .2 ft/s Q 2 = 4 1 cfs D A o th e r= 4 3 .4 a c DA p = 1.2 a c Pre D A = 4 4 .6 a c W ( Not to Scale) FALSE CUT W = 30’ Min. DETAIL D Flatter4:1 orN.G./T.B. Bed Exist. Ditch Slope Fill3:1 3:1Pipe 18" REMOVE REMOVE REMOVE FALSE CUT EXISTING DITCH TIE TO REMOVE GRADE TO DRAIN DDE = 77 CY SEE DETAIL C DDE = 65 CY SEE DETAIL B SEE DETAIL H DDE = 77 CY DDE = 96 CY SEE DETAIL B DDE = 398 CY SEE DETAIL B -Y2- 14+00 RT TO 16+00 RT -Y2- 10+50 LT TO 16+00 LT FROM STA. TO STA. Flatter4:1 or D ( Not to Scale) SPECIAL CUT DITCH DETAIL H Ground Natural Slope Ditch Front 3: 1 Min. D=1.0 Ft. -Y2- 10+50 RT TO 13+50 RT -Y1- 12+50 RT TO 16+50 RT ( Not to Scale) 3:13: 1 D B b LATERAL BASE DITCH 1"/Ft. -Y1- 12+50 LT TO 14+00 LT FROM STA. TO STA. DETAIL C b=2.0 Ft. B=5.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Fill SITE 18 SITE 17 S S SURFACE WATER DENOTES IMPACTS IN S S S S S S 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 555 5 5 555 5 55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 66 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 66 6 6 66 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 777 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 888 88 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 10 1 0 10 10 10 1 0 10 10 10 10 10 10 10 10 1 0 11 11 R E V IS I O N S 17R-3620 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSN A D 8 3 D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h e s r i g h t o f - Y1- a n d - Y2 - a c c o r d i n g t o D e t a i l H . 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - M O D I F I E D E X I S T I N G R / W O N P A R C E L 0 0 6 . 10 / 14 / 13 R / W R E V I S I O N ( T L S ) - A D D E D D R I V E WA Y T O P A R C E L N O . 6 , A D D E D T E M P O R A R Y C O N S T R U C T I O N E A S E M E N T T O P A R C E L N O S . 6 & 7 . M A T C H L I N E - Y 1 - S T A . 1 7 + 0 0 . 0 0 S E E S H E E T 1 5 F F F F C C C C C C F F F C C C C F F F F R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 18R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 1 5 M A T C H L I N E - Y 1 - S T A . 2 5 + 0 0 . 0 0 N A D 83 D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h r i g h t o f - Y1- a c c o r d i n g t o D e t a i l H . 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - R E V I S E D D I T C H R I G H T O F - Y1- , N O R / W R E V I S I O N W A S M A D E . SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l\ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 8 . d g n g c a i l 1 1 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 3 0 6 15 90’ 60’ +15 90’ 60’ +45 ABANDONED HTRS 136 167 168 TO CRESWELL T -BY- 126 EXISTING R/W EXISTING R/W NC 94 24’BST E I P EIP EIP HENRY YATES PROPERTIES DB 444 PG 139 DAVID R. PAYNE DB 442 PG 352 ALBEMARLE ACRES, LLC DB 445 PG 437 6 0 . 0 0 ’ H E N R Y Y A T E S P R O P E R T I E S BILLBOARDS REMOVE TIE TO EXISTING DITCH SEE DETAIL H SPECIAL CUT DITCH Flatter4:1 or D ( Not to Scale) SPECIAL CUT DITCH DETAIL H Ground Natural Slope Ditch Front 3: 1 Min. D=1.0 Ft. W ( Not to Scale) FALSE CUT W = 30’ Min. DETAIL D Flatter4:1 orN.G./T.B. Bed Exist. Ditch Slope Fill3:1 3:1Pipe W ( Not to Scale) FALSE CUT W = 30’ Min. DETAIL D Flatter4:1 orN.G./T.B. Bed Exist. Ditch Slope Fill3:1 3:1Pipe SEE DETAIL D FALSE CUT -Y1- 27+45 RT FROM STA. TO STA. 90’ 60’ +15 90’ 60’ +45 15" 15"15"1801 1802 1803 DRAIN GRADE TO DRAIN GRADE TO G R A D E T O D R A I N -Y1- 20+50 RT TO 28+70 RT DRAIN GRADE TO GRADE TO DRAIN 18 " 1804 SITE 19 WETLAND DENOTES FILL INFF SITE 20 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN S S CC F C C F F F F C C F F F F F FF R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 18R-3620 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T 1 5 M A T C H L I N E - Y 1 - S T A . 2 5 + 0 0 . 0 0 N A D 83 D e s i g n R e v i s i o n 7 - 13 - 12 R e v i s e d d i t c h r i g h t o f - Y1- a c c o r d i n g t o D e t a i l H . 0 7 / 2 4 / 2 0 1 2 R / W R E V I S I O N ( K E M ) - R E V I S E D D I T C H R I G H T O F - Y1- , N O R / W R E V I S I O N W A S M A D E . SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l\ D r a w i n g s \ P S H \ R 3 6 2 0 _ H y d _ p s h _ 1 8 . d g n g c a i l 1 1 /2 6 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ 3 0 6 15 90’ 60’ +15 90’ 60’ +45 ABANDONED HTRS 136 167 168 TO CRESWELL T -BY- 126 EXISTING R/W EXISTING R/W NC 94 24’BST E I P EIP EIP HENRY YATES PROPERTIES DB 444 PG 139 DAVID R. PAYNE DB 442 PG 352 ALBEMARLE ACRES, LLC DB 445 PG 437 6 0 . 0 0 ’ H E N R Y Y A T E S P R O P E R T I E S BILLBOARDS REMOVE TIE TO EXISTING DITCH SEE DETAIL H SPECIAL CUT DITCH Flatter4:1 or D ( Not to Scale) SPECIAL CUT DITCH DETAIL H Ground Natural Slope Ditch Front 3: 1 Min. D=1.0 Ft. W ( Not to Scale) FALSE CUT W = 30’ Min. DETAIL D Flatter4:1 orN.G./T.B. Bed Exist. Ditch Slope Fill3:1 3:1Pipe W ( Not to Scale) FALSE CUT W = 30’ Min. DETAIL D Flatter4:1 orN.G./T.B. Bed Exist. Ditch Slope Fill3:1 3:1Pipe SEE DETAIL D FALSE CUT -Y1- 27+45 RT FROM STA. TO STA. 90’ 60’ +15 90’ 60’ +45 15" 15"15"1801 1802 1803 DRAIN GRADE TO DRAIN GRADE TO G R A D E T O D R A I N -Y1- 20+50 RT TO 28+70 RT DRAIN GRADE TO GRADE TO DRAIN 18 " 1804 SITE 19 WETLAND DENOTES FILL INFF SITE 20 HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN S S 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 77 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 99 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 101010 10 10 10 10 10 10 1010 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 101111 11 1 1 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 1 3 13 13 13 13 13 13 13 13 13 13 14 1 4 14 14 14 15 1 5 15 CC F C C F F F F C C F F F F F FF Ha n d Ex i s t i n g Ex i s t i n g Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n St r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 1 2 + 3 5 / 4 4 + 7 8 L T - L - F I L L 2. 3 6 0. 0 1 0 . 7 3 1 2 0 + 2 2 - L - 54 " R C P 0. 0 1 10 8 1 2 0 + 2 2 - L - B a n k S t a b i l i z a t i o n <0 . 0 1 12 1 1 9 + 9 5 - L - R T 5 4 " R C P <0 . 0 1 1 2 4 + 2 2 / 2 4 + 5 7 R T - L - F I L L <0 . 0 1 1 3 0 + 1 5 / 3 2 + 9 0 R T - L - F I L L 0. 0 5 0. 0 9 1 4 5 + 4 0 - L - 54 " R C P 0. 0 1 2 4 7 + 6 0 - L - 30 " R C P 0. 0 3 3 5 1 + 0 5 L T - L - 2 4 " R C P <0 . 0 1 4 8 9 + 2 5 - L - 42 " R C P 0. 0 1 5 9 0 + 1 0 / 1 0 9 + 2 2 - L - F I L L 3. 2 0 0. 7 9 6 1 1 0 + 1 8 - L - 48 " R C P 0. 0 1 7 1 1 1 + 3 9 L T - L - FI L L <0 . 0 1 0. 0 1 8 1 1 2 + 8 0 - L - 24 " R C P 0. 0 1 9 1 1 3 + 2 5 / 1 1 8 + 9 0 - L - F I L L 1. 0 2 0. 2 6 10 1 2 7 + 7 5 - L - 42 " R C P 0. 0 1 11 1 3 4 + 3 5 - L - FI L L 0. 0 5 0. 0 1 0 . 0 2 0 . 0 1 12 1 3 7 + 7 0 R T - L - FI L L 0. 0 9 0. 0 4 13 1 4 1 + 1 0 T O T A L T A K E F I L L 0. 0 7 14 1 4 6 + 0 0 R T E X C A V A T I O N <0 . 0 1 <0 . 0 1 14 1 4 7 + 7 3 / 1 5 7 + 5 0 F I L L 1. 8 0 0. 0 1 0 . 4 4 14 1 4 8 + 7 3 - L - B o x C u l v e r t 0. 0 1 82 14 1 4 8 + 7 3 L T / R T - L - B a n k S t a b i l i z a t i o n 0. 0 1 0 . 0 1 3 2 4 4 15 1 6 9 + 9 2 - L - 48 " R C P 0. 0 2 15 1 7 0 + 3 0 / 1 7 2 + 9 0 - L - F I L L 0. 3 9 0. 0 6 0 . 1 1 16 1 7 9 + 0 5 - L - FI L L <0 . 0 1 17 1 8 4 + 3 5 - L - E x t e n d 4 8 " R C P 0. 0 1 17 9 + 9 3 - Y 2 - 48 " R C P <0 . 0 1 18 1 3 + 0 0 R T - Y 1 - FI L L 0. 0 2 19 2 5 + 6 0 L T - Y 1 - FI L L 0. 0 4 0. 0 2 20 2 7 + 5 0 R T - Y 1 - 1 8 " P i p e <0 . 0 1 TO T A L S : 9. 0 7 0. 0 1 0 . 0 4 2 . 4 5 0 . 2 7 0 . 0 1 2 3 4 4 4 0 JS N o n - M i t i g a b l e : Sit e 1 - S t a 1 9 + 9 5 R T , S i t e 1 - S t a 4 5 + 4 0 , S i t e 2 - S t a 4 7 + 6 0 , S i t e 4 - 8 9 + 2 5 , S i t e 6 - S t a 1 1 0 + 1 8 , S i t e 8 - S t a 1 1 2 + 8 0 , Si t e 1 0 - S t a 1 2 7 + 7 5 , S i t e 1 5 - S t a 1 6 9 + 9 2 , S i t e 1 7 - S t a 1 8 4 + 3 5 / 9 + 9 3 , S i t e 1 8 - S t a 1 3 + 0 0 ; S i t e 2 0 - S t a 2 7 + 5 0 Si t e 1 5 - F i l l i n S u r f a c e W a t e r P o n d = 0 . 1 1 a c Si t e s 5 , 9 , a n d 1 4 - E p u a l i z e r p i p e s p l a c e d @ n a t u r a l g r o u n d a n d n o t t o b e b u r i e d . Si t e 1 3 - T o t a l t a k e Si t e 1 9 - T o t a l t a k e No t e : 0 . 4 8 a c o f T e m p F i l l i n W e t l a n d I n t h e H a n d C l e a r i n g a r e a s f o r e r o s i o n c o n t r o l . AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 3 5 o f 3 5 ## # # # # # # CO U N T Y NC D E P A R T M E N T O F T R A N S P O R T A T I O N DI V I S I O N O F H I G H W A Y S WB S - 3 4 5 4 8 . 1 . 1 ( R - 3 6 2 0 ) W E T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S May 17, 2013 R-3620 NEU Narrative Utility Owners: Power (Distribution): Dominion Power — contact: Clarence Wall (252) 308-1021 clarence.wall@dom.com Power (Transmission): Dominion Power — contact: Kyle A. Keno, P.E. (804) 771-3548 Kyle.a.keno@dom.com Telephone: Century Link — contact: CATV: Mediacom — contact: Jeffrey Williamson (252)-814-7244 Jeffrey.williamson@CenturyLink.com Nate Harris (252) 482-8089 nharris@mediacomcc.com Water: Washington County Water — contact: Jerry W. Rhodes (252) 793-5823 jrhodes@washconc.org General Utility Relocation: All utility lines inside project limits currently within construction limits will be adjusted as necessary or relocated away from construction before project let. Existing Utilities: • Power (Distribution): existing power lines run overhead on poles along the left side and crosses to the right side of the project from NC 64 to -Y- line Beasley Rd (SR 1139) and crossing back to the left along the -Y- line (SR 1139). In addition, the existing power lines run overhead on poles along the left side at the north end of the project parallel to - Y1- NC 32 to NC 94. • Power (transmission): existing transmission power lines are not in conflict with this project. May 17, 2013 • Telephone: existing telephone lines run underground left and right of the existing section of the road for this project. • CATV: existing CATV runs overhead right of NC 94 and crosses over to the left of NC 94 at the north end of the project. • Water: existing water lines at the north end of the project parallel to -Y1- NC 32 and NC 94. Proposed Utility Relocation: • Power(distribution): Overhead power lines and power poles will relocate to a position starting at the left side of the project and crossing to the right side of the project from NC 64 to -Y- line Beasley Rd (SR 1139) and on the left side at the north end of the project parallel to -Y1- NC 32 to NC 9. • Power(transmission): existing transmission power lines run over the proposed portion of the road for this project and are not in conflict. • Telephone: proposed telephone line will attach to overhead (joint -use) poles with power from NC 64 to -Y- line Beasley Rd (SR 1139) and on the left side at the north end of the project parallel to -Y1- NC 32 to NC 94. In addition, proposed telephone will relocate underground by open cut parallel to the right side of existing NC 94 and by trenchless method to the right of NC 32/94 at the north end of the project. • CATV: proposed CATV lines will also attach to the power pole line (joint -use) at the north end of the project. • Water: Existing water lines are not in conflict, they will remain in place. EU'R3620_Rdy_tsh.dgn PROJECT: R 3620 See Suet 1-A For Index of Sheets See Sheet 1-B For Conventional Symbols 1319 nnersvi 1320 1318 1136 i321 l _- r 1136 1356 P1 64 \ �\ 1126 139 1349 / v '1316 1364 0.31 VICINITY MAP •-•-- S OFFSITE DETOUR 7 STATE OF NORTH CAROLIN A DIVISION OF HIGHWAYS WASHINGT0IV COUNTY 1365 1315 1302 END PROJECT 4 _ J BEGIN CONSTRUCTION -Y- STA. 10+40.00 STA. 12+ 00.00 -L- BEGIN TIP PROJECT R-3620 LOCATION: NEW ROUTE FROM US 64 TO NC 32 3T&Tf lrATI mono llTmer. ma 51No. NO. TMAL 9N T'n N.C. R-3620 1 34548.1.1 STP-000S(252) PE 34548.2.1 STP-000S(252) RAN & UTIL Utility Permit Drawing Sheet / of !l TYPE OF WORK: GRADING, PAVING, DRAINAGE, ITS (ON US 64), AND CULVERT THIS IS A LIMITED AND PARTIAL CONTROL OF ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. iCl Ii1ip-gI BEGIN CONSTRUCTION -Y1- STA. 12+50.00 4%1F NEU PERMIT PLANS (May 17, 2013) STA. 188+ 00.00 L- END TIP PROJECT R-3620 BEGIN CONSTRUCTION •Y2- STA. 10+00.00 PRITCHARDS LOOP ROAD (SR 1317) TO EDEN OT N END CONSTRUCTION •Y1- STA, 28+70.00 'PL,IMI;NARY P#..ANS ..'ua�F767 USB NtiIF�CONb'f'A{iLTiDN :: .................................................... GRAPHIC SCALES 50 5 D 50 1 0 `I1II�IIII� PLANS 50 5 50 1 0 lII PROFILE (HORIZONTAL) to toiiis �o iiQ PROFILE (VERTICAL) - , DESIGN DATA ADT 2014 = 3250 ADT 2035 = 5200 DHV = 10 % D = 60 % T = 7 % * V = 60 MPH TTST =3 DUAL 4 FUNC CLASS = COLLECTOR REGIONAL TIER PROJECT LENGTH TOTAL LENGTH TIP PROJECT R-3620 = 3.33 miles Prepared In the Office of: DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 2012 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: JUNE 29, 2012 LETTING DATE: JUNE 17, 2014 GARY LOVERING, PE PROJECT ENGINEER KEVIN E. MOORE, PE PROJECT DESIGN ENGINEER HYDRAULICS ENGINEER IGNATURE: ROADWAY DESIGN ENGINEER P.B. SIGNATURE: • Op p011 0' m PROJECT REFERENCE NO. R-3620 SHEET NO. 4 P,W SHEET NO. 07/24/2012 R/W REVISION (KEMI - MODIFIED EXISTING R/W AND PROPOSED R/W ON PARCEL 001 r a CD CC Z 0 0 \4 \4 K -L- POT Sta. t0+(R)P 1'1 O ■EYERNAEUSER DFI 31T PG 323 K K + ,94 14 BEG. FENCE 5R //39 EIE 10+28.13 11430.89 49.35' 49.93' K \4 K K +30.89 80' BEG. FENCE BEG, PARTIAL C/A LT. & RT. K K K \/ K K K 0005 c NEU PERMIT PLANS (May 17, 2013) SITE 1 - HAND CLEARING (ACRES)= 0,228 - FILL IN WETLAND (ACRES) < 0. 01 THREE POWER POLES K JOINT -USE 0/H POW & TEL K K K K K PLAN SCALE: 1 =50 (FULL-SIZE 1"=100' (HALF-SIZE) DENOTES HAND CLEARING DEWETLANDL IN K \C K N 1 K WOVEN WIFE CL I PJF PAP FENCE . _ K BANKS ONLY POW*a K . _• r03 TONS L --raar.orr.;!r►ri,' ,1r-rfo ire.SIX1..7I.��i2,45i!li+'1"�1"�Twt. ,— '�— 'i✓ 111112rj:TjJ. ' CH_ORD 75.98' �� T q.—!ate✓ r r K _._ • �i� �__+:- =tee- �.... .��.���►����r���_....,�.._../' EP TAPER woods E EAS DRCH EE DET L A DDE - 736 CY e e !IX BEGIN TIP PRO ECT R-3620 K \4 K -L- POT STA.12 + 00.00 K K K WEYERHAEUSER GO SIT PG 323 • 1 / 1 / K ' K K ' K /- / J / '4-" K K K K \ K K ' K K K K K K _9 / \ 74.03. 000S _TIE TO EXISTING DITCH K WOVEN WIRE FENCE \/ K K K -L- PC Sta.20,455E0 K K ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER WSW i407: '''' TkAaft RVG7106i?.i, PAVEMENT REMOVAL "�' •r - N 01.31'43' E CNORD geniammodmiimmauginit K K (11•E 8 coo K K 6 K .53 K 1< K 80' 5,0' BASE HEAD DITCH SEE DETNL E DDE EST, 13S CY 1/- F4 K K K K \ K 1 Utility Perit Drawing Sheet of of 11 K K K K 9 CIHORDB E a — 77.48' 1 K / 1 Y • • • • • • • • K • \ • \ ' K \ I \ \e 1 \ I K I � I � 1 --, K .-- K K K K PROJECT REFERENCE NO. SHEET N0. e_,i6 Q co eying\UC\Proj\NEU\R3620_R -L- CURVE DATA P1 St° 22#80.98 p = IT08`04T(LT) D = 3' 49' ILO' L = 448.58' T - 225.98' R - 1,500.00' + 0 N tki co SMALL PINES VI J • r K ! +03,5 80' O WEYERHAEUSER 08 31T PG 323 N K K K K -L- PT Sta. 251.03+58 K 5M PIN S K K K K K K K- K ■EYERHAEUSER 0831T P0 323 K K K K K K K K K K K K K K K K K K K K K K kY/) / K K DENOTES HAND CLEARING DENOTES FILL IN WETLAND K- NEU PERMIT PLANS (May 17, 2013) SITE 2 - HAND CLEARING (ACRES)= 0.3318 - FILL IN WETLAND (ACRES) < 0.01 TWO POWER POLES 0 M K K WOVEN WIRE FENCE JOINT -USE 0/H POW & TELI K K K K K K K K K- K K K - HAND CLEARING 0.0130 0.2793 0.0395 0,3318 PLIAN 14CALE: 1 =50 (FULL-SIZE)_ 1"=100' (HALF-SIZE) K K K E-REM K K rn NAD'83 MY SHEET NO, ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PAVEMENT REMOVAL 5\ Utility Permit Drawing Sheet 3 ofJ K K K K K 36+ l0-- — — — — .1' 2.05' K K $ 1.!!1!T,!!/►•Ar7/,Y�-• T^1�'T TTT4� ..✓• •..1ii{��i7iLL��i J.�si aE•. y� i lL Y-1 .•i�h.:'v K K +00 r. K K K K K K K K K K K K K K K K K K K K K K K K K K K K KATHLEEN V. SHELL wee 278 PG 44 - K K K K K K K K K K K K K K- k- It- k u- v_ K v Ps 2' PS SEE SHEET 6 PROJECT REFERENCE NO. R-3620 SHEET NO. 6 04/09/2013 R/W REVISION MEMI - CHANGED NAME TO KATHLEEN V.SNELL ON PARCEL 02. cn m r a 11 DETAIL A LATERAL BASE DITCH I Node kol l I D 1M. RII Slop. 11 60n. D-1.0 FI. 8-3.0 Ft. 8-2.0 N, FROM STA. TO STA. -L- 47+55 RT TO 48+70 RT -1- 51+44 RT TO 89+35 RT 3030R KATHLEEN v.SNELL 06 278 PG 443 .16'911 3.11.9L00 S DETAIL B LATERAL 'V' DITCH (Nil le kite) 'lop. O WEYERHAEUSER 06 317 PG 323 DENOTES HAND CLEARING FROM STA.TO STA. -L- 48+70 RT TO 50+50 RT -L- 50+83 LT TO -L- 54+75 LT SITE 3 - HAND CLEARING (ACRES)= 0.0289 WOVEN WIRE FENCE SMALL PINES FENCE NEU PERMIT PLANS Rev. (Nov. 26, 2013) HAND CLEARING 0.0074 1 0.0215 L) Ed• I 0,0289 K K K K K K K i CL IRJP RAP 1 • 33 TONS 1 GEOTEXTILE 62 SY na________ cam-�� K K K K 1 1 30' 60— -VI - - -,imiall:1114UMEINIa= 1. n la •rol: 9FiT yT '1T 1 1.I�c:% m - CULTIVATED FlELD V DITCH S!!DCTNL B -� � w,.,,... 3.0' BASE DITCH SEE DETML A DDE - 390 CY PLAN SCALE: 1"=50' (FULL-SIZE) 1"=100' (HALF-SIZE) K- U K JOIN M. DOUGHTY OB 334 PG 237 -L- CURVE DATA PI Sto 53+87.35 - 32 58' 03.r (RT1 0 = 2'17' 30.6' L = 1,438.49' T = 73977' R = 2.500.00' NAD83 Utility Permit Drawing Sheet L of if (PROP 0/H POWER) K _ R1V SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER ,4PII 1 R Pt .....:.................:............... Fi210T.LBS�YDA;�fiOHS?RURTIOTFi�; K K K K JOINT -USE 0/H POW & TELI K / / I K K K K K K K K 1 1 1 I I K K-K- K K / K K K J / WEYERHAEUSER 06 317 PO 323 K- K K K- K K / [ 7 MARKED GRAVES 4' CH \ y: 1 Tu i i -L- PC Std. 46+47.58 JOHN 14.D000HTY DB 334 PO 237 CL B RIP MP 8 TONS G!OTEXTII! 21 5Y CL B RIP RAP 5 TONS GEOTEXTIL! 14 SY. WOVEN WIRE FENCE PAVEMENT REMOVAL 000D5 V DITCH SEE DETAIL B • DITC F -L- CURVE DATA Pi Sta 53+87 5 - 32.58 37' (RTI D - 2'17' 30.6- L - /,438.49' T = 739.77' R = 2500.00' -Y- CURVE DATA P/ Sto 13+32.69 A - 54'/2' 346' (LT) D = pg. 05'54..9' L - 283.84' T = /5355' R - 300.0a JOINT -USE 0/H POW & TELI 3.0' BASE DITCH SEE DETNL A +49.69 80' END PARTIAL C/A LT. & RT. BEG. LIMITED C/A LT. & RT. V DFCH SEE DETAIL 5 DDE - 210 CY WOVEN WIRE FENCE V DITCH SEE DETAIL B 11� +ebp6 2' PS +43100acr BEG. FENCE F�%��" Ai fi ll \III I� ' BASH D3.0ITCH 4- P E DETAJL.4�I 4111. -Y- PT Sta. J4+62.98 60' R 3,0' BASE DITCH SEE DETAIL A CL I RIP RAP 26 TONS GEOTEXTILE 50 5Y f -Y- POT Sto. /0+00.00 +40100 BCE. FENCE 'BEGIN CON5T. —Y— Sto./0+40.00 TIE TO EXISTING DITCH -Y- PC Sto. N+79J5 V DITCH SEE DETAIL B DDE - 262 CY Sto. 55#34.05= —Y— POT Sto.15*26.98 5 70' Ir 293" E NC 32 CONNECTOR & SR 1139 /50 300 /25 cr 200 NC 32 3250 CONNECTOR 25 /00 k NC 32 CONNECTOR 5200 -L- -L - 3/50 5/00 20/4 ADT 2035 ADT pETAIL A LATERAL BASE DITCH I Nw to Luigi) flop Min. D-1.0 H. 1-3.0 H. 1, -2.0 FL FROM STA. TO STA -1- 51+44 RT TO 89+35 Kr -4 55+90 LT TO 89+10 LT -Y- 13+50 LT TO 14+50 LT DETAIL B LATERAL. 5' DITCH NH Ie kd.1 NII Hep Min. D-1.0 H, h-9.0 H, PROM STA. TO STA. k 50+83 LT TO -Y- 10+53 -Y- 13+50 LT TO 11+00 LT NEU PERMIT PLANS (May 17, 2013) PLAN SCALE! 1"=50' (FULL-SIZE) 1"=100' (HALF-SIZ ) +Um -L- PT $to, 60+86D7 WOVEN WIRE PENCE 9 PROJECT REFERENCE NO. azZED PAY SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER R r. v5samc;:wxsnLdcriDN PAVEMENT REMOVAL Utility Permit Drawing Sheet S of // 3.0' BASE DITCH SEE DETAIL A aftmemardissommmonammF �E► ia_BSi• oftramonswaskyftwtomslowaillompre OD WOVEN FENCE W 5! DETAIL AIL ACH IRE PROJECT REFERENCE NO. SHEET NO. 1.5 cc CJ M Er CSI D in z' 3.0' BAS! DITCH SEE DETAIL A DDE . 462 CY 41 'f' 'E' ALBEMARLE BEACH FARMS,NC DB 442 PG 935 WOVEN WIRE FENCE O NEU PERMIT PLANS (May 17, 2013) PLAN SCALE: 1"=50' (FULL-SIZE) 1"=100' (HALF-SIZE) SITE 4 - HAND CLEARING (ACRES)= 0.0150 Yffifi DENOTES HAND CLEARING ALBEMARLE BEACH FARUS,NC 08 442 PC 935 +35.00 130' +90.00 3.0' BASE DITCH SEE DETAJL A FROM STA. TO STA. -L- 157+50 LT TO 167+00 LT -L- 158+00 RT TO 166+00 RT -L- 173+00 RT TO 175+50 RT ALBEMARLE BEACH FARUS,INC 08 442 PC 935 et.-1-RIP MP 26 TONS 000707TILE 50 S.Y. 10.0' BASE DITCH./ SE! DETAJL I ,11Bjy 60. POND A CONSTRUCT DITCH 00 PAVEMENT REMOVAL MONOLITHIC CONC ISLAND 1WI SHEET NO. ROADWAY DESIGN ENGINEER HYDRAUUCS ENGINEER I'RRLIIL%INA.RY :PLANS �po°o Utility Permit Drawing ST �17 Sheet 4 of oN��NE E SHEET GRAD YAP ' . �,4i•• M a��`67E,�\��.'•��;i�� ;.r♦.�', MOVE° I� FROM STA TO STA. -L- 166+00 RT TO 170+20 RT -Y1- 24+85 LT TO 26+00 LT -10-78+50 RT TO 0B*58 CT -YI- 20+50 AT TO 28+70 RT -Y2- 10+50 RT TO 13+50 RT 100' SEE DETAIL B $� CL 8 RIP 5 TO GEOTEXT • 14 S.Y. + 150'BAY TAPER SEE DETALL A DDE - 120 CY -L- PC Sto.168+43.98 WOVEN WIRE — PENCE CLASS S RIP RAP EST.24.0 TONS 1 4= EST, GEOTBLITILE 12 S.Y. NC 32 CONNECTOR, NC 32, NC 94 3150 NC 32 CONNECTOR C50 C50 /425 1800 hNj I 21 J -L- 225.) 300 � I 21 2650 4300 875 /409 NC 32/94 -L- 9800 1875 3600 5675 2014 AOT 2035 ADT 7 -Y1- POC Sto.20#01.64 ALBEMARLE ACRES, LLC 08 445 PG 437 JOINT -USE 0/H POW, TEL & CATV SPECIAL. CUT DITCH SEE DETAIL H WOVEN 'A RE PENCE END FENCE HENRY YATES PROPERTIES D8 444 PO 139 MAT ERVMG.6G E. HB-L rite • w BEG. FE P m C\Proj\NEU\R :.&, eveC81 ISMS VACANT G 0 RVBEG E. NIL D8298PG512 4-1661 , , 40' 09'130.8" E 17-mK51 1 1 , +Do.00 1 1 1 I BEG. ?RACE 1 1 Q \ I \ \ N ,_. \ / 1 1 I .p/ 1 1 HENRY YATES PROPERTES 1 . 1 DB 444 PO 139 \+ END LIMITED C/A G. PAR IA A END FENCE +79.45, 60' R — 1 — 2.1 �� 50' DRIVE N �, t COU UNTY CENTER ONC WA K 4VEL PARKING LATE (Ndl 5 PROM STA -L-164+16 LT' co SKIMERSVLLE CIVIC CENTER DEI 269 PG 353 26 GEOTEXTIL- 0' .Y ONC WALK \ TAPER BOTH SIDES NEU PERMIT PLANS Rev. (Nov. 26, 2013) PL7AN SCALE: (FULL-SIZE) 1"=100' (HALF-SIZE) BST BASKETBALL \C uSfi;3�Rir•�,=c tr ., _ .K1 :a:'. tE 1. elan ' n 0 r' 1116110 SEE DETAIL B +7 DDE - 122 CY 50.10' END C/A 60' ' 50.18' 60' ESP BURIED TEL PHONE BY TRENCHLESS I ST LAT10N WASHINGTON COUNTY 08 267 PO 353 COURT ALBERTA PNEL ../: 06 174 PG 218 ELVER E. RUSHA F. NORMAN LOTS 3.4,5 m %mot 4 N 40'0I'48' E PROP U/G TELI SITE 5 - HAND CLEARING (ACRES)= 0.0123 DAVID R. PAYNE DE 442 PG 352 - EXCAVATION IN WETLANDS (ACRES)= 0.0065 - TEMPORARY FILL IN WETLANDS (ACRES)= 0.0057 429.98 DAVI) R, PAYNE 06 442 PG 352 F// DENOTES HAND CLEARING DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY FILL IN WETLAND r N 40.0 e' E 61.46' h PROJECT REFERENCE NO. 9/4 SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 16 HYDRAULICS ENGINEER PAVEMENT REMOVAL 0 END TIP PRO ECT R-3620 L - POT STA.188 + 00.00 END TIAL C/A LTA RT 71 • EXISTING DRCH `Z rro 1 SA A AR T 44 PG 4476 CLEO HOLLY & PALL MOORE D8 263 PG 705 N 401512. E 4001 48' 60.99' W0005 N 40'09' 30.8' E 1 'OTIS & AllELIA NORMAN DE 156 PG 231 5 36'34'47' TD 50.81' Utility Permit Drawing Sheet 7 of "i 1 s DWILLIAU H. BAUM & WIFE. ELNA 0. BAUM 06 267 PC 154 fp IL)2 ao NC J2 26'85T 1J050 G 0,, (t9� HENRY 1 CORNTHA ALEXANDFR 06 297 PO 429 ROM LEE NORMAN HEIRS 06 94 PG n 9r 111 768 30 6' ,UC\ProJ\NEU\R362 -Yl- CURVE DATA P/ Ski 21+01.40 O - 5Y5r 27Z'RT) D = 3' 57' 05Z L = 1.362.99' T - 7366.4' R = 44 .00' FROM STA. TO STA. -Y2- 10+50 LT TO 16+00 LT -Y2- 14+00 RT TO 16+00 RT SITE 6 - TEMPORARY IMPACTS IN SURFACE WATER (ACRES)= 0.0005 DENOTES TEMPORARY IMPACTS IN SURFACE WATER NEU PERMIT PLANS Rev. (Nov. 26, 2013) N.0/T.B. W DETAIL D PALS! CUT Hells WM yF.� ' }•. t P111 Slopa 1— Exist. Ditch hd FROM STA. TO STA. -Y1- 12+50 LT TO 14+00 LT -Y1- 12+50 RT TO 16+50 RT -Y2- 10+50 RT TO 13+50 RT PROP U/G TEL -Y/- POT Sto.10+CbAO W . 30' Min. FROM STA. TO STA -Y1- 14+05 RT -Y1- 15+50 RT 5.0'BASE DITCH ! DETAIL C D• 77 CY TIE TO ERISTIN BEGIN CONST. -YI- Sto.12+20 TIE TO POT Sta. 9+60.00 BEGIN CONST. -Y2- Sta. 9+80.00 CL I RIP RAP 40' 26 TONS GEOTE%TILE 50 S.Y. -Y2- PC Sto.10+00.00 REMOVE SPECIAL CUT DITCH SE! DETAIL H -Y2- PRC Sta. /4+44.84 V DITCH SEE DETAIL B DDE - 65 CY CL B RIP RAP 8 TONS G=OTIXTIL! 21 S.Y, -Y2- PT Sta. 16+21.04 IST1NG DITCH 08 442 PG 935 1 • i Y \ \Utility Per heet N WOODS ERVBIG E. HILL 08 298 PG 512 itoDrawing FALSE CUT SEE DETAIL D REMOVE +00.0Q 30' BEG. UMITED BEG. PENC PROJECT REFERENCE NO, RMI SHEET N0. ROADWAY DESIGN ENGINEER SHUT NO. HYDRAULICS ENGINEER :.::.::...:.:..:. PAVEMENT REMOVAL V DITC SEE DE DDE . ara P!CIAL CUT DITCH SEE DETAIL H DDE - 77 CYO TAPER so" -YI- POT Sta. /4+50.00= -Y2- POT Sta. 16+63.09 S 2'25'197"W -YI- PC Sto.13+64.86 (JOINT -USE 0/H POW, TEL & CATV PROJECT REFERENCE NO. B_. QQ SHEET NO. NW SHEET NO. OP O AA �� L. - ph N uluafflifp.,...wp . or. ;lir, , LtB0+R05 `Y,� SPECIAL CUT DITCHSEE F44,1r4 FALSE CUT +70.00 PUE MAR H PUE " w PUE !!! DETNL D PUE —� do' SITE 7 - HAND CLEARING (ACRES)= 0,0060 - EXCAVATION IN WETLANDS (ACRES)= 0,0029 - TEMPORARY FILL IN WETLANDS (ACRES)= 0.0031 HENRY Y S PROPERTIES OS .N PO 139 D HTRS DENOTES HAND CLEARING DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY FILL IN WETLAND DAVID R, PAYNE 00 442 PO 352 1 UJ J pUE U +15 60' 90' +2jor 90, -Y1- PT St11 27+27,85 -Yl- Std.28+70,00 TIE TO EXISTING DITCH (JOINT -USE 0/H POW, TEL & CATVI ALBEUARLE ACRES. LLC DB 445 PG 437 DETAIL H SPECIAL CUT DITCH MO 0nd, 1 •._ 4° ,. od Min. 0-1,0 N. -YI- 20+50 RT TO 28+70 RT =% DETAIL D ML!! CUT r N.GR.B. (NOM EwNI �1I I WUM. WW1 B•d W - 30' Min. Fill Slop. E+I$TNC R/V ExI$INC N FROM STA. TO STA. -YI- 27+45 RT ro CRESWYELL -Yl- POT Sto. 32+4724 21 II II II II I 1 I -YI- P/ Sta 21+O440 = 5yr 5r 27.2' (ITT) D = 3'57'052 L = 4362.99' T - 73654' R - 1,950.00' NEU PERMIT PLANS Rev. (Nov. 26, 2013) PLAN SCALE: 1"=50' (FULL-SIZE) 1"=100' (HALF-SIZE) ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY •PLe ;:'DG T30T -T c)»i CDN6'F1(0100919 Utility Permit Drawing Sheet 9 of // PROPERTY OWNERS NAMES AND ADDRESSES PARCEL NO. NAMES ADDRESSES SITE NO. 1 WEYERHAEUSER DB 317 PG 323 1 1 WEYERHAEUSER DB 317 PG 323 2 2 KATHLEEN V. SNELL DB 278 PG 443 1 WEYERHAEUSER DB 317 PG 323 3 2 KATHLEEN V. SNELL DB 278 PG 443 3 JOHN M. DOUGHTY DB 334 PG 237 6 ALBEMARLE ACRES, LLC DB 445 PG 437 4 15 DAVID R. PAYNE DB 442 PG 352 5 11 PEA RIDGE CONVENIENCE STORE, INC DB 358 PG 175 6 12 ELMER & RUSHA F. NORMAN LOTS 3, 4,5 6 ALBEMARLE ACRES, LLC DB 445 PG 437 7 15 LAWRENCE PARKS DB 442 PG 352 8 NORTH CAROLINA DIVISION OF HIGHWAYS WASHINGTON COUNTY TIP PROJECT: (R-3620) NEW ROUT FROM US 64 TO NC 32 5./17/2013 Utility Permit Drawing Sheet /o of 1i WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L-11+67 TO 20+25 Aerial Power & Tel < 0.01 0.23 2 -L-24+17 TO 37+33 Aerial Power & Tel < 0.01 0.33 3 -L-40+14 TO 50+65 Aerial Power & Tel 0.03 4 -L-174+15 TO 174+43 Aerial Power, Tel & CATV 0.02 5 -L-178+85 TO 179+45 U/G Tel lines by open cut 0.01 0.01 0.01 6 -Y1-12+02 TO 12+08 U/G Tel lines by open cut < 0.01 7 -Y1-25+30 TO 25+78 U/G Tel lines by open cut < 0.01 < 0.01 0.01 TOTALS: < 0.01 0.01 0.01 0.00 0.63 0.00 <0.01 0.00 0.00 0.00 Note : ATN Revised 3/31/05 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS WASHINGTON COUNTY TIP PROJECT (R-3620) Utility Permit Drawipg Sheet i1 of / —Rev. 11 / 26 / 2n 13 89/88/9G v 0V' 00 Lr 0CC ER PROJECT: R-3620 See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventional Symbols ��- ' 1316 J 1364 369 1317 1319 k MYICYSvill' 1365 32'1 1320 1318 1356 Plt •asa Grov: 1132 1137 \ 1140 \ 139 32 914 BEGIN PROJECT r 121�2r 1132 1135 rr 1134 1132 -P" N \ N 1126 / VICINITY MAP •-••- • OFFSITE DETOUR 1315 1349 1302 f. END PROJECT \ // BEGIN CONSTRUCTION -Y- STA. 10+40.00 STATE OF NORTH CA I y OLINA D VISi[ON OF HIGHWAYS WASHINGTON COUNTY LOCATION: NEW ROUTE FROM US 64 TO NC 32 TYPE OF WORK: GRADING, DRAINAGE, PAVING AND CULVERT E E+ -L STA. 12 + 00.00 -L- BEGIN TIP PROJECT R-3620 THIS IS A LIMITED AND PARTIAL CONTROL OF ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. ivI%oray iWA'‘ it STATE STATE PROJECT REFERENCE NO. SHEET S Na TOTAL HEET9 N.C. R-3620 it STATE PROF NO. P. II.PROJ.NO. DESCRIPTION 34548.1.1 STP-000S(252) PE 34548.2.1 STP-000S(252) RAW& UTIL 34548.3.FR1 STP-000S(252) CONST. STA. 188 + 00.00 -L- END TIP PROJECT R-3620 BEGIN CONSTRUCTION -Y1- STA. 12+20.00 A( a"ii RCBC 12' X 7' w r MILICOSPE TO 1111110 I� 1E0N BEGIN CONSTRUCTION -Y2- STA. 9+80.00 PRITCHARDS LOOP ROAD (SR 1317) END CONSTRUCTION -Y1- STA. 28+70.00 PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION GRAPHIC SCALES 50 25 50 100 ■lhiD PLANS 50 25 0 50 100 'fill l PROFILE (HORIZONTAL) 10 5 0 10 20 iLIl L� PROFILE (VERTICAL) ds DESIGN DATA ADT 2014 = 3250 ADT 2034 = 5107 K 10 % D = 60 % T = 7 % * V = 60 MPH * TTST =3 DUAL 4 FUNC CLASS = COLLECTOR REGIONAL TIER Y PROJECT LENGTH LENGTH ROADWAY TIP PROJECT R-3620 = 3.333 MILES TOTAL LENGTH TIP PROJECT R-3620 = 3.333 MILES r Prepared In the Office of: DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 2012 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: DUNE 29, 2012 GARY LOVERING PE PROJECT ENGINEER CHRISTOPHER H. LEE LETTING DATE: J U N E 17, 2014 PROJECT DESIGN ENGINEER HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. SIGNATURE: Note: Not to Scale *S. U.E. = Subsurface Utility Engineering STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PROJECT REFERENCE NO. R-3620 SHEET NO. /-8 BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence x 0 EIP ECM Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site Potential Soil Contamination: Area or Site •LB •LB EAB EPO — BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap Sign Well Small Mine Foundation Area Outline Cemetery Building School Church Dam 0 O 0 W 5z ®. T HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir L— J Jurisdictional Stream 15 Buffer Zone 1 BZ 1 Buffer Zone 2 BZ 2— Flow Arrow Disappearing Stream >— Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump nw. CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY: Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R'W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement DUE Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement AUE CII XTRANSPORTATIONI I 0 MILEPOST 35 I I SWITCH O Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut Proposed Slope Stakes Fill Proposed Curb Ramp Existing Metal Guardrail Proposed Guardrail Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal VEGETATION: Single Tree Single Shrub Hedge Woods Line E E TDE PDE PUE TUE c F CR T T T T n n n n n n z • Orchard Vineyard EXISTING STRUCTURES: MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and MINOR: Head and End Wall Pipe Culvert Footbridge End Wall - Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole €? 0 €? 0 Vineyard CONC CONC WW CONC HW >- �CB Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line Designated U/G Water Line (S.U.E.*) Above Ground Water Line TV: TV Satellite Dish TV Pedestal 6 TV Tower - U/G TV Cable Hand Hole Recorded U/G TV Cable Designated U/G TV Cable (S.U.E.*) Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*)- xisting Telephone Pole Proposed Telephone Pole Telephone Manhole TO Telephone Booth ❑O Telephone Pedestal ❑T Telephone Cell Tower U/G Telephone Cable Hand Hole "H Recorded U/G Telephone Cable Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit Designated U/G Telephone Conduit (S.U.E.*)- - - - -TE- - - - Recorded U/G Fiber Optics Cable Designated U/G Fiber Optics Cable (S.U.E.*t - - - -T Fa— - - TC GAS: Gas Valve Gas Meter Recorded U/G Gas Line A/G Water HH E Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Tv Tv FO Tv FO O A/G Gas OO 0 SS A/G Sanitary Sewer Fss Designated SS Forced Main Line (S.U.E.*) FRS MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • 0 iOL (UST) AATUR E.O.I. 0 PAVEMENT SCHEDULE (FINAL PAVEMENT DESIGN 2/27/121 C1 PROP. APPROX. 11'2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. PROJECT REFERENCE NO. SHEET NO. R-3620 2 ROADWAY DESIGN ENGINEER PAVEMENT DESIGN ENGINEER C2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.56, AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS. C3 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.56, AT AN AVERAGE RATE OF 112 LBS. PER SO. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. D1 PROP. APPROX. 21/2" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OB, AT AN AVERAGE RATE OF 285 LBS. PER SO. YD. D2 PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBS. PER SO. VD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21/2" IN DEPTH OR GREATER THAN 4" IN DEPTH. El PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. E2 PROP. APPROX. 51,2" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 627 LBS. PER SO. YD. E3 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER THAN 51,2" IN DEPTH. J1 PROP. 8" AGGREGATE BASE COURSE. J2 VARIABLE DEPTH AGGREGATE BASE COURSE. P PRIME COAT. R1 5" MONOLITHIC CONCRETE ISLAND. T EARTH MATERIAL. U EXISTING PAVEMENT. VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. 21/2"; 4' MIN.T MIN. Malii11111111111111, MN; MIN. Detail Showing Method of Wedging "4 I' MIN. -Y-, -Y1-, -Y2- e CD ID Ationw Amok 4" MIN. Detail Showing Method of Wedging 4" MIN. ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND 8 C -L- 8' 12' I 12' 8' 11' w/GR 23' GRADE TO THIS LINE TYPICAL SECTION NO. 1 1 -L- GRADE TO THIS LINE TYPICAL SECTION NO. 2 12' C -L- 8.75' '3.25' 4' 12 15' 15' 6' 11' w/GR 4' PS gy08 i,CE L 02 02 4' PS 02 08 GRADE TO THIS LINE TYPICAL SECTION NO. 2A 6.1 q:1 ORIGINAL GROUND ORIGINAL GROUND PRELIMINARY PLANS 00 NOT USE FOR CONSTRUCTION TYPICAL SECTION NO. 1 -L- STA. 12 + 00.00 TO -L- STA. 14 + 50.00 -L- STA. 181 + 00.00 TO -L- 188 + 00.00 *4' PAVED SHOULDER FOR BIKE LANES (SEE PLANS FOR LOCATIONS) TYPICAL SECTION NO. 2 -L- STA. 14 + 50.00 TO -L- STA. 177 + 00.00 -L- STA. 180 + 00.00 TO -L- STA. 181 + 00.00 *4' PAVED SHOULDER FOR BIKE LANES (SEE PLANS FOR LOCATIONS) fJi� GRADET THIS S LINE 13.5" SHOULDER BERM GUTTER DETAIL -L- STA. 146 + 80.00 TO -L- STA. 157 + 97.00 LT. ORIGINAL GROUND TYPICAL SECTION NO. 2A -L- STA. 177 + 00.00 TO -L- STA. 180 + 00.00 PAVEMENT SCHEDULE (FINAL PAVEMENT DESIGN 2/27/12) Cl 1.5" S9.5B PROJECT REFERENCE NO. SHEET NO. R-3620 2-A ROADWAY DESIGN ENGINEER PAVEMENT DESIGN ENGINEER C2 3.0" S9.5B C3 VAR. S9.5B D1 2.5" I19.OB D2 VAR. I19.OB El 4.0" B25.OB E2 5.5" B25.OB E3 VAR. B25.OB J1 8.0" ABC J2 VAR. ABC P PRIME COAT. R1 MONO. CONC. ISLAND. T EARTH MATERIAL U EXIST. PAVEMENT WEDGING ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND 61 C -Y1- (NC 32/NC 94) 8' 12' 1 12' 8' 15' 6' 11' w/GR GRADE POINT 02 8.5' GRADE TO THIS LINE C2 TYPICAL SECTION NO. 3 2' 08 8' *2' PS 6.1 c -Y1- (NC 32'NC 94) 12' I 12' 8' GRADE TO THIS LINE * 2' PS TYPICAL SECTION NO. 4 GRADE TO THIS LINE TYPICAL SECTION NO. 4A 15' A:1 ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND PRELIMINARY PLANS 00 NOT USE FOR CONSTRUCTION TYPICAL SECTION NO. 3 - Y1- STA. 12+50.00 TO -Y1- 16+00.00 -Y1- STA. 25 + 00.00 TO -Y1- 28 + 70.00 *4' PAVED SHOULDER FOR BIKE LANES (SEE PLANS FOR LOCATIONS) TYPICAL SECTION NO. 4 - Y1- STA. 16 + 00.00 TO -Y1- 17 + 50.00 - Y1- STA. 19 + 50.00 TO -Y1- 19 + 80.01 - Y1- STA. 20+23.17 TO -Y1- 25+00.00 *4' PAVED SHOULDER FOR BIKE LANES (SEE PLANS FOR LOCATIONS) TYPICAL SECTION NO. 4A - Y1- STA. 17+50.00 TO -Y1- 19+50.00 O. PAVEMENT SCHEDULE (FINAL PAVEMENT DESIGN 2/27/12) Cl 1.5" S9.5B PROJECT REFERENCE NO. SHEET NO. R-3620 2-8 ROADWAY DESIGN ENGINEER PAVEMENT DESIGN ENGINEER C2 3.0" S9.5B C3 VAR. S9.5B D1 2.5" I19.OB D2 VAR. I19.OB El 4.0" B25.OB E2 5.5" 625.06 E3 VAR. B25.OB J1 8.0" ABC J2 VAR. ABC P PRIME COAT. R1 MONO. CONC. ISLAND. T EARTH MATERIAL U EXIST. PAVEMENT WEDGING ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND 4.1 GRADE TO THIS LINE TYPICAL SECTION NO. 5 -Y- (SR 1139) 11' GRADE POINT 02 GRADE TO THIS LINE TYPICAL SECTION NO. 6 2' 08 -Y2- (SR 1317) 10' 1 10' 1 20' GRADE TO THIS LINE 2 TYPICAL SECTION NO. 7 8' ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND PRELIMINARY PLANS 00 NOT USE FOR CONSTRUCTION TYPICAL SECTION NO. 5 —Y— STA. 10 + 40.00 TO —Y— STA. 11 + 2 5.00 TYPICAL SECTION NO. 6 —Y— STA. 11 + 2 5.00 TO —Y— STA. 15 + 15.03 TYPICAL SECTION NO. 7 —Y2— STA. 10 + 00.00 TO —Y2— STA. 11 + 00.00 PAVEMENT SCHEDULE (FINAL PAVEMENT DESIGN 2/27/12) C1 1.5" S9.5B PROJECT REFERENCE NO. SHEET NO. R-3620 2-C ROADWAY DESIGN ENGINEER PAVEMENT DESIGN ENGINEER C2 3.0" S9.5B C3 VAR. S9.5B D1 2.5" I19.OB D2 VAR. I19.OB El 4.0" B25.OB E2 5.5" B25.OB E3 VAR. B25.OB J1 8.0" ABC J2 VAR. ABC P PRIME COAT. R1 MONO. CONC. ISLAND. T EARTH MATERIAL U EXIST. PAVEMENT WEDGING ORIGINAL GROUND c -Y2- (SR 1317) GRADE TO THIS LINE TYPICAL SECTION NO. 8 ORIGINAL GROUND PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TYPICAL SECTION NO. 8 -Y2- STA. 11 + 00.00 TO -Y2- STA. 16 + 51.09 PROJECT REFERENCE NO. SHEET NO. R-3620 4 0 T WEYERHAEUSER DB 317 PG 323 \4 -L - POT Sto. 10+00.00 BEG. FENCE 48.99 `(— 30• INC. SR 1/39 BE •'LEY RD 23'BST w 10+28.13 11+30.89 49.35' 01 -U CC N0 ro 0 OCC o� -ALL K \4 49.53' +30.89 80 BEG. FENCE BEG. PARTIAL C/A LT. & RT. \4 \4 DETAIL A LATERAL BASE DITCH I Not to Scale) Min. D=1.0 F1. 8=3.0 Ft. b=2.0 Ft. FROM STA. TO STA. —L— 12+00 RT TO 17+50 RT \ L() \4 FROM STA. TO STA. —L— 20+00 RT \4 K DETAIL E STANDARD BASE DITCH I Not to Scale} Natural Natural Min. D=1.5 Ft. u 8=5.0 H. 8 WOVEN WIRE FENCE SMALL PINES K K -L- CURVE DATA PI Sto 22+80.98 = Ir08'04.r1LT1 D = 3' 49' 11.0' L = 448.58' T = 225.98' R = 1.500.00' O N CL I RIP RAP K BANKS ONLY 33 TONS Y \4 -L-PCS '10 R'W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR -L- PROFILE, SEE SHEET NO. 19 5.00 PAVEMENT REMOVAL DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED 4 a �'► N /6' 3T /�.� 1 —� - _,yam -- �� o r \- 50 LT R RT_______A__ FA II I ��i�,uaa��_,�_ �---�'._.--EP TAPER WoODsSEE DDT DITCH_________��Ww�—•796311171117:71111111'4":11 SEE DETAIL A D 74.03.'�'.VE DDE 756 CYDODSG DI8 OTIE TO EXISTING DITCHHO N 01HORD'E R: 77.53' '...�.re.i% _gf� 55 R•. CHORD WOVEN WIRE +54.39 _ �II 77.48' /\ FENCE BEGIN TIP PRO ECT R-3620 -L- POT STA. 12 + 00.00 \4 WEYERHAEUSER 0B 317 PG 323 / / / / it / '' - 11 J \-/ 1 ` e i K \ /' \ & 1 K K / \4 \4 \4 K K K \4 80' 84.43 +00.2 80' 5.0' BASE HEAD DITCH SEE DETAIL E DDE EST. 135 CY \4 \ • \4 K v- 0 ' K I_ — K \4 K PROJECT REFERENCE NO. SHEET NO. R-3620 5 R'W SHEET NO. 7 -L- CURVE DATA P1 Sto 22+80.98 A = 1T 08' 04.7' (LTt D = 349'ILO' L = 448.58' T = 225.98' R = 1500.00' L!) N WEYERHAEUSER DB 317 PG 323 O M K K K K K K K K K K K K K K K K K K IC K K K K K K K K K K K K K K K K K K -L- PT Sto. 25+0358 WOVEN WIRE FENCE K- K K K K K g K K K K ligMEMMEIM SMALL PINES N O' 30' 48.6' W SMALL PINES SMALL PINE LC) M NAD 83 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR —L— PROFILE, SEE SHEET NO. 19 PO PAVEMENT REMOVAL DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED K K K K K K 6+16.49 WY\ �Rf K�� +00'S8 �.'K- IC FR--- '��K K K 03. K K K— K K K oD K- K K K '111.13 — — — — — WOVEN WIRE FENCE 2.05' K K K K K K K K K K K K K K K K K K K K K K K WEYERHAEUSER DB 317 PG 323 K K K K K K K K K K K K K K K K K K K K K K K K K K IC K K K K K K K K K K K IC IC K K K K K K K K K K K K K K 1 1 i1 KATHLEEN v.SNELL DB 278 PG 44 K K K K K C K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K IC K K K K K K K K K K K K K K K K K �In K K K K K K K K K K K K K K K K K k k v v- PROJECT REFERENCE NO. K REMOV / 14' ACCESS P KATHLEEN V. SNELL DB 278 PG 443 ,16'9L1 3 .11,91.00 S. 0 GRADE TO DRAIN K K K K WEYERHAEUSER DB 317 PG 323 u+57 52 40+57.99 72.99' K K K K K K (I i K- WEYERHAEUSER DB 317 PG 323 K K K K K DETAIL B LATERAL 'V' DITCH (Not to Sfa14 1 Min. D=1.0 Ft. 6=2.0 F. FROM STA. TO STA. -L- 48+70 RT TO 50+50 RT -L- 50+83 LT TO -L- 54+75 LT K K WOVEN WIRE FENCE SMALL PINES K K K K N O'30'48.6W WOVEN WIRE FENCE K WOODS -BL- 12 IC K K K i K IC CL I RIP RAP 33 TONS GEOTEXTILE 62 SY I SR I139 B�ASLEV RO 23'BST 36' C 11°•V♦��. �. ��-�v. ��: \ / RADE TO . .IN REMOVE ��/�--- �h GRAD 5"C„• I� 1`iY"011Fir": •r8 .'' �a1 r"121,/��J ,��O�•I +5.�1 80j.0'BASE DITCH CC SEE DETAIL A o I ✓!0' " �� DDE = 390 CY m A SS +I ¢ I '° � 0- / ��5��Q� +7 I V 1 °�+°' WOVEN WIRE �'8'- �E low 4' CHL m °' -L- PC Sto. 46+47.58 FENCE fr K. K I II II I K ,\ ��-I I I JOHN M. DOUGHTY DB 334 PG 237 -L- CURVE DATA P/ Sto 53+8735 —-1 p = 32 58 03.7'(RT1 NAD 83 D = 2' 17' 30.6' L = 1.438.49' T = 739.77' R = 2.500.00' K ` 8 CL 8 RIP RAP 8 TONS GEOTEXTILE 21 SY WOODS 24. CMP R-3620 SHEET NO. 6 R'W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR -L- PROFILE, SEE SHEET NO. 20 PAVEMENT REMOVAL CL B RIP RAP 5 TONS GEOTEXTILE 14 SY +65.80 50+03.16 12.68' K 72.96' 80' 7 MARKED GRAVES +16.93 8', II II II II II II JOHN M.DOOGHTY DB 334 PG 237 CULTIVATED FIELD WOODS 65.00 80' 100' PROJECT REFERENCE NO. -L- CURVE DATA P1 Sto 53+8735 A = 32' 58' 037' (RTJ D = 2' 17' 306' L = 4438.49' T = 739.77' R = 2500A0' JOHN M. DOUGHTY DB 334 PG 237 CULTIVATED FIELD w w +49.69 END PARTIAL C/A LT. & RT. BEG. LIMITED C/A LT. & RT. -Y- CURVE DATA Pt Sto 13+3269 = 54'/2'316'ILT) D = 19' 05' 54.9' L = 28384' T = /53.55' R = 300A0' LI) LC) 8106 V DITCH SEE DETAIL B DDE = 210 CY WOVEN WIRE FENCE -Y- +652 105.60' CULTIVATED FIELD 50' +80.00 140-20-140 OFF 6' r +40.00 30' 50' BEG. FENCE +79 15 , �I H(($ 1� ►Q r■■ _Y_ F1 53.84 END _ \` F 60' R -Y- PT Sto. /4+62.98 / -Y- POT Sto.1O+00.00 +40.00 30' BE0' G. FENCE BEGIN CONST. -Y- Sto.10+40.00 TIE TO EXISTING DITCH —Y— PC Sto.11+79J5 +50 00 3.0' BASE DITCH SEE DETAIL A V DITCH SEE DETAIL B DDE = 262 CY - L- POC Sto.55+34.05= - Y- POT Sto. 15+26.98 S 70'1r299'E JOHN M.D000HTY DB 334 PG 237 3.0' BASE DITCH SEE DETAIL A CL I RIP RAP 26 TONS GEOTEXTILE 50 SY NC 32 CONNECTOR & SR 1139 3250 NC 32 CONNECTOR 5/07 -L- /50 292 M I /25 cr>i 25 /96 In 96 NC 32 CONNECTOR 3/50 L- 5007 20/4 ADT 2034 ADT - j E }-- 3.0' BASE DITCC H SEE DETAIL A DDE = 2,630 CY DETAIL A LATERAL BASE DITCH Not to Scale, Fill Slope Min. D=1.0 Ft. B=3.0 Ft. b=2.0 Ft. FROM STA. TO STA. -L- 51+44 RT TO 89+35 RT -L- 55+90 LT TO 89+10 LT -Y- 13+50 LT TO 14+50 LT O (O 8 G oond DETAIL B LATERAL 'V' DITCH I Not to Scale) Min. D=1.0 Ft. b=2.0 Ft. Slll Slope FROM STA. TO STA. -Y- 10+60 RT TO -Y- 14+75 RT -L- 50+83 LT TO -L- 54+75 LT -Y- 11+00 LT TO 13+50 LT -L- PT Sta.60+86.07 CULTIVATED FIELD JO08HN M.334D000HTYPG237 WOVEN WIRE FENCE WOVEN WIRE FENCE JOHN M.DOUGHTY DB 334 PG 237 vore'c-C-14) R-3620 SHEET NO. 7 R'W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR —L— PROFILE, SEE SHEET NO. 20 FOR —Y— PROFILE, SEE SHEET NO. 25 !i!i! PAVEMENT REMOVAL 3.0' BASE DITCH SEE DETAIL A N D' RACF DITCH __- O CC? CO I V ) PROJECT REFERENCE NO. R-3620 SHEET NO. 8 RAN SHEET NO. Nalurol Ground DETAIL A LATERAL BASE DITCH I Not to Scale/ u 1" 1 Min. D=1.0 Ft. B=3.0 Ft. b=2.0 Ft. Fill Slope FROM STA. TO STA. — L— 51+44 RT TO 89+35 RT — L— 55+90 LT TO 89+10 LT 0 V A JOHN M. DOUGHTY DB 334 PG 237 L ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR —L— PROFILE, SEE SHEET NO. 21 �/ 7 op / WM0 \ \ ' \ \ 26 GEOTEXTILE 50 SY TONS WOVEN FENCE WIRE 3.0' BASE DITCH SEE DETAIL A DDE = 2,416 CY +5000 \3.0' BASE DITCH SEE DETAIL A 80' 3.0' BASE DITCH SEE DETAILA '_ � �., \` WOODS \ \— 2' PS 2 PS ` F :a.� -L- 1 .► \ � N 32*27'15.0'E \ 2PS tu:iFr 3.0' BASE DITCH SEE DETAIL \ \ \ \ WOVEN FENCE WIRE 50.00 3.0' BASE DITCH SEE DETAIL A 80' CULTIVATED FIELD JOHN M. DOUGHTY DB 334 PC 237 CULTIVATED FIELD 0 CO Co I„ W I V) U Q co WOODS JOHN M. DOUGHTY DB 334 PG 237 eft \ A F ss 2 PS 2PS F � z - L 3.0' BASE DITCH SEE DETAIL A • CL B RIP RAP 15 TONS GEOTEXTILE 37 SY 16' DOUBLE r GATES -113N NEI* ^ 8' N \E= \E' = WEYERHAEUSER OB 387 PG 637 3. 5 JS.NEL_ WOVEN WIRE Q FENCE JOHN M.DOUGHTY DB 334 PG 237 3.0' BASE DITCH SEE DETAIL A \E= \ \E' N 33°08'23" E NEU +421\80' 0 CL B RIP RAP 15 TONS GEOTEXTILE 37 SY \1= -L- CtRVE DATA P1 Slo 110+14.85 \- 20'D = 0 8' 38.9' UV L = .86' \� 2- T = 24298J72.72' R = 12.000.00' \E= gar -----v �lw 12 DETAIL A LATERAL BASE DITCH ( Not to Scale) u Min. D=10 Ft. 8=3.0 Ft. b = 2.0 Ft. FROM STA. TO STA. - L- 51+44 RT TO 89+35 RT - L- 55+90 LT TO 89+10 LT 8' 8 16' DOUBLE \ GATES JOHN M.D000HTY DB 334 PG 237 voep \ 3.0' BASE DITCH SEE DETAIL A WOVEN WIRE FENCE \E= PROJECT REFERENCE NO. R-3620 SHEET NO. 9 RAN SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR -L- PROFILE, SEE SHEET NO. 21 DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED z \1: WOODS +4 80' 1 I I I I a\ WEYERHAEUSER DB 387 PG 637 o IFO 0 O 2 PS i. V 1 t1 �� _ dm z I (L _, 2PS,cod J(n F ---- \ F 90 J k. z #B PROJECT REFERENCE NO. R-3620 SHEET NO. /0 �E• �E• \E• -L-RVE DATA 7 PI Sto O 3 32 \ NU� —s� \ D = 0'28389 ., L = 4298B6' \ \\ T = 217272' \\ \ \� L R = 12.000.0 ' \� .�B\ �"N \ N� - .,,,\ S. CD \\ 0 r ` N 'ST ,,,t,\ \\ \ RW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR —L— PROFILE, SEE SHEET NO. 22 0 VJ WEYERHAEUSER DB 387 PG 637 `E- WOVEN WIRE FENCE 22 O M d B O -L- WEYERHAEUSER 08 387 PG 637 WOVEN WIRE FENCE `E• 80' `E• ChB\ 80 0 o C. L CO b Q h —2 -RSLe J v , ® F — — —\' — F Z v 1 ' Q 1 � ' PROJECT REFERENCE NO. SHEET NO. I 1 I 1 I I I Pl S10 110+14.88-=L- 20'CU3Vr3E 2D AtTRATJI 4Z4 4' 1 4" 4" \= II II I RD= 20AO02830089' I ILT=zz472'1 I I ' I 4" 4" 4" I I I \" j F i I I 11 4, 0 II I II I I I I 1 I I 4,- I 1 , , ; I I '1 4' #e, \ \ I1 I \N,.\ \ II I I 11 \ 1 \Yi III 1II `" I WOODS I'.�'S I HW� MINES g-NyAMIL w CL I RIP RAP 26 TONS GEOTEXTILE 50 5Y T WEYERx E SER DB 387 PG 637 WOODS CL B RIP RAP / 5 TONS GEOTEXTILE 14 SY > 4, / 4" 4_ - 4" 4" \aL\ 4 WEYERHAEUSER DB 387 PG 637 WOODS ' CL 8 RIP RAP 8 TONS GEOTEXTILE 21 SY WOVEN WIRE FENCE -L - 4, 4" + 5000 80' CLASS B EST. 25 TONS EST. GEOTEXTILE 12 SY • • WOVEN WIRE 80 FENCE o\\ a R-3620 RW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR -L- PROFILE, SEE SHEET NO. 22 N T DETAIL A LATERAL BASE DITCH Ito to Scott) I o I Min. D=1.0 F. 1.1 B=3.0 Ft. 6=2.0 Ft. Fin Slope 3.0' BASE DITCH SEE DETAIL A DDE = 169 CY 11111111111111 .F.Musikmow kvw____� FROM STA. TO STA. —L— 119+00 LT TO 121+00 LT ==y \\ \ s lay 2P5 U U Js "(e ✓ 3.0' BASE DITCH SEE DETAIL A DDE = 414 CY O — / xFu byte WEYERHAEUSER DB 387 PC 637 3.0' BASE DITCH SEE DETAIL A DDE = 375 CY \ — —ylB B,. WOODS CL B RIP RAP 15 TONS GEOTEXTILE 37 SY / WEYERHAEUSER DB 387 PC 637 / / 4 1 I N / WOVEN WIRE FENCE 80' _ w000S V DITCH SEE DETAIL B WOVEN WIRE FENCE V DITCH SEE DETAIL B 0 _ O (;) 0 +41 0 3.0' BASE DITCH / y1 -L- CURVE DATA P1 Sto 110+14,85 = 20' 3r 3217 (RT1 D = 0' 28' 38.9' L = 4298.86' T = 2n272' R = 12.000.00' \ / iy \ / f \ / / — O — — O PROJECT REFERENCE NO. R-3620 SHEET NO. /2 R/W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR -L- PROFILE, SEE SHEET NO. 23 yy (t WOODS \ C) T 3.0' BASE DITCH SEE DETAIL A 8 DETAIL A LATERAL BASE DITCH ( Not to Scale) u Min. D=1.0 Ft. 8-3.0 Ft. 6= 2.0 Ft. Fill Slope FROM STA. TO STA. - L- 123+00 RT TO 127+45 RT - L- 123+50 LT TO 128+23 LT -L- 130+00 RT TO 134+58 RT -L- 134+20 LT TO 143+30 LT SEE DETAIL A DDE = 459 CY -L- PT Sto. 131+41.00 DETAIL B LATERAL 'V' DITCH Not to stole) I ^ ' Min. D=1.0 Ft. b =2.0 Ft. FROM STA. TO STA. -L- 127+50 RT TO 129+00 RT -L- 128+26 LT TO 129+50 LT Slope CD CD n 2 PS V) Llj I 2' PS J Lu Lu F v v CL B RIP RAP 8 TONS GEOTEXTILE 21 5Y \ PROJECT REFERENCE NO. R-3620 SHEET NO. 13 DETAIL A LATERAL BASE DITCH Not to Scale) u 4t Min, D=1,0 Ft. B=3.0 Ft. b=2,0 Ft. Slope FROM STA. TO STA. -L- 134+20 LT TO 143+30 LT 44. T 3.0' BASE DITCH SEE DETAIL A DDE = 1,303 CY DETAIL G SPECIAL CUT BASE DITCH ( Not to scale) Front Ditch Slope B= 3.0Ft. FROM -L- 143+50 LT TO 147+50 LT WOVEN WIRE FENCE WEYERHAEUSER DB 387 PG 637 / CO in WOODS N f __---_---_--_—_�--_—___—_� /� SEE CDETAIL IAL UTG BASE DITCH —STA. 1C46+80 LT. (/i W 2 PS F 1 \\ F t/ I �_ ~ 1 N 52' 58 47A" E -L- 1�J I 2' PS �� / I-U W /\'� \ \ F / F \ \— �— — /GEOTEXTILE 14 '/ 1 F \\ i CLB RIP S TONS Ci a r 11 Q Q/,..„.., \\ / = 1 WOVEN WIRE \1 \ .,- I FENCE \I \ 1 \ \ �1 I I I / r / +2980' 00 -L- CURVE DATA / PI Sto 154+30.06 = 20* 25' 535" QLT) / D=Poff 45.3' L = 1182.99' T = 901.06' R = 5400.00' -L- PC S1o.145+29.00 N N �s EU .14 / / / / n3M Sr / / / / /-1 / / / / / / —/ n3n sr CLASS B RIP RAP EST. 24.0 TONS EST. GEOTEXTILE 12 S.Y. R'W SHEET NO, ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR —L— PROFILE, SEE SHEET NO. 23 / / r/ 1111r4 Cry1F f GRAU 350 - '_� 7.: III GRAU 350 / F\ \ / -- /, Mom --f—Mi"iggiTra: / \ / 7@12'x7' _ — / — Atillik RC=C a\ PROPOSED GUARDRAIL / — TIE FENCE TO O F O N w IJN Lv v WING WALL T T CLASS 1 RIP RAP EST./i9.0 TONS EST. GEOTEXTILE 10 S.Y. '8 sJ o ODS WEYERHAEUSER DB 387 PG 637 n3x 30' INC. 0 C +29 00, 80' .1' — * sr TIE FENCE TO WING WALL PROJECT REFERENCE NO. R-3620 SHEET NO. /4 /p 4: v WEYERHAEUSER DB 387 PC 637 WEYERHAEUSER 08 387 PC 637 4/ 4' 4/ 4/ 4/ REBECCA PIERCE HEIRS DB 371 PC 169 PC2 15B 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4/ 6 4/ 4/ 4/ 4, 00 00 80' +0001 80' 4/ 4, 4/ 4/ 4/ 4/ REBECCA PIERCE HEIRS 8PC2 B5B 371PC H69 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4= 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4/ 4, \ WOVEN \ FENCE CLASS B RIP RAP EST. 12.0 TONS �. EST. GEOTEXTILE 6.0 S.Y� \ 4z, / C / / / 806 SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR —L— PROFILE, SEE SHEET NO. 24 ALBEMARLE BEACH FARM S.WC 08 442 PC 935 -L- PT Sto.163+11.98 4/ 4/ IRE -L- CURVE DATA P1 Sto 154+30.06 A = 20'25' 535' (LT) LD 7 -3' 99' T = 901.06' Ma R = 5.000.00' 3.0' BASE DITCH SEE DETAIL A DDE = 633 CY w000S \ GRAD 350 ��r Q CLASS B RIPiRP,P/-'•,----�� Air EST. EXTIL 8.0 / _ �� + EST. GEOT XTILE 8.0 S.Y. /� 60' 3.D' BASE DITCH SEE DETAIL A 410 DDE = 748 CY WOVEN WIRE FENCE +98.92 2.087.68' ALBEMARLE BEACH FARMS .INC DB 442 PC 935 .1� u_ �E= FOR -L- PROFILE, SEE SHEET NO. 24 PROJECT REFERENCE NO. R-3620 SHEET NO. /5 R4 SHEET NO. - Ln W T Vjr I= 3.0' BASE DITCH SEE DETAIL A DDE = 462 CY �E= �E= ALBEMARLE BEACH FARMS.INC 0B 442 PG 935 NM 11111 MVANWAMMV Ellev a� 30' INC. +43.98 80' 100' Ground DETAIL A LATERAL BASE DITCH N scale) u Min. D=1.0 Ft. B= 3.0 Ft. 6=2.0 Ft. Fill Slope FROM STA. TO STA. - L- 157+50 LT TO 167+00 LT -L- 158+00 RT TO 166+00 RT - L- 173+00 RT TO 175+50 RT ALBEMARLE BEACH FARMS.INC DB 442 PG 935 +43.9 0 100' Group DETAIL B LATERAL 'V' DITCH I Not to Scolol I Min. D =1.0 Ft. b=2.0 Ft. Slope FROM STA. TO STA. -L- 166+00 RT TO 170+20 RT DETAIL H SPECIAL CUT DITCH (Nob Scale) Front Slope Ground Min. D=1.0 Ft. -Y1- 20+F50 RT TO 28+70 RT 4i CL I RIP RAP 26 TONS GEOTEXTILE 50 S.Y. V DITCH SEE DETAIL B S O T WOVEN WIRE FENCE -L- CURVE DATA PI Sto 171+76.54 A = r 36' 37.3' (RT) D=f08'45.3' L = 664J3' T = 332.55' R = 5.000.00' DETAIL I LATERAL BASE DITCH Not to Scol0 Min. D =1.0 Ft. B=10.0 Ft. b= 2.0 Ft. FROM STA. TO STA. -L- 169+45 LT TO 172+50 LT + 90.00 100 -YI- CURVE DATA PI Sto 21+01.40 A = 53' 5/' 272' (AT) D = 3' 57' 052' L = 1.362.99' T = 736.54' R = 1.450.00' ALBEMARLE BEACH FARMS,INC 0B 442 PG 935 +35.00 130' aE 10.0' BASE DITCH. F POND ADIT i- t� 'CONSTRUCT DI' 4I 6 37 SEE DETAIL I i 162.0 F F/ e -L- PC Sto. /68+43.98 WOODS CL B RIP 5 TON GEOTEXT 14 S.Y. 52 10, WOVEN WIRE FENCE / \ 33\ 'C' NC 32 CONNECTOR, NC 32, NC 94 CLASS B RIP RAP EST. 24.0 TONS EST. GEOTEXTILE 12 S.Y. 3/50 5007 /425 /782 M <50 cj <50 NC 32 } CONNECTOR �/ 225 1 296 2650 422/ 875 /375 NC 32/94 -L- 9604 /875 35/8 5675 20/4 ADT 2034 ADT �E= \ \ / 2 +75.00 100' 130' FOR -Y1- PROFILE, SEE SHEET NO. 26 PAVEMENT REMOVAL MONOLITHIC CONC. ISLAND DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION I� kOO �0 STP.- 'r' E G M P� RNLI SE _� s \ oy��o m + 1 5 NN BBRR cc /,/ / // j 5 3�AT2, �E ▪ raY 0a / / I / /j PS / 150 BAY 2' J PS TAPER 100' 40' ^I INC. ER C /111,3 %I 0' R P5 J--3.0' BASE C���-��H ianik9IMM SEE DETAIL A DDE = 120 CY -L- PT Sto.175+08J1 ALBEMARLE ACRES. LLC DB 445 PG 43T 60 +09 +50.00 - L- POC Sto.176+3287= . 60' - YI- POC Sta.20+0I.64 SPECIAL CUT DITCH SEE DETAIL H WOVEN WIRE FENCE END LIMITED C/A END FENCE HENRY YATES PROPERTIES 0B 444 PG 139 C o- a BILLB w I a A RD B RIP RAP TONS LE 75.Y. 26 ani OVE' 88 Ina taileminal Ohl MgTCyF R6. L/NE -y/- 0,DE STA. 257`00p0 SEE SHEET /8 O IP VE 0 PS roi IRVNG E. HILL DB 298 PG 512 TREES I 'TANKS +00.00 C/A - 1 BEG. FENCE �J ISFBUS VACANT • / EIP EIP , N 40' 09'130.8' E CO0 WASHINGTON COUNTY DB 267 PG 353 WOODS END LIMITED C/A BEG. PARTIAL C/A END FENCE +79.45, 60' FO\vg n ^ A PS +a / `:•\3- 4r HENRY YATES PROPERTIES DB 444 PG 139 \ rn h CAR PORT DETAIL A LATERAL BASE DITCH ( Not to Scale) b) Natural I 1 Ground 3., D 3.> 1At. FllSlope fl Min. D=1.0 Ft. B=3.0 Ft. b=2.0 Ft. FROM STA. TO STA. -L- 184+16 LT TO 185+77 LT DETAIL B LATERAL 'V' DITCH (Not to Scala) Min. D=1.0 H. 6=2.0 Ft. Fill Slope FROM STA. TO STA. - L- 183+00 RT TO 184+65 RT - L- 186+31 LT TO 188+00 LT Y�J r,vs) PROJECT REFERENCE NO. R-3620 SHEET NO. /6 RNV SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT U56 FOR CONSTRUCTION I PAVEMENT REMOVAL FOR —L— PROFILE, SEE SHEET NO. 25 co 0) T T SK_INNERSVILLE CIVIC CENTER DB 269 PG 353 ��••� II GEOTEXTIL: +92.00 •C`NC K RAVEL PARKING 525' O +40.00 CS' G'PlU, 70' + 50' r+95.00 y/ LT& RT 85' ' 3.0' BASE DITCH EP TAPER 6 + 05.00 SEE DETAIL A I BST BASKETBALL COURT J ONC WALK 60' •� \ 70', 30' DDE = 205 CY ^•^ �O ., 0 /n\ 'CCESS POIN'/`�.,`� tJ� _. ,r-� :'SDVEDEEDDLEYA161L2Bcy4t ,�``' ,8.SNRUBS-.. ��..-�__ rl �������ur-����__ WASHINGTON COUNTY DB 267 PG 353 EOP TAPER BOTH SIDES 48" RCP -IV - RET N �_� L B RIP RAP REMOVE --ARIVE COLLAR AND :a•;l 1\�\���� ®. X1 50'DRIVE F 48" RCP -IV o �Sa�A4rv+••?Am. F �/. in\f/N---.AN'sJac�".:,..tip 11ISIT/rEflflOE V DITCH tl`i - SEE DETAIL 8 05 DDE = 122 CY /• y END C'A j,. \\fl '/ ISFBUS 60' +75.37 .. / 60' / 50.18' \ k. �� 60+00.00 11 70' PEA RIDGE CONVENIENCE STORE.INC DB 358 PC 175 429.48 DAVID R. PAYNE OB 442 PG 352 NAR'�W 'B CON C SLOTS 4r 4 W LBERTA PHEL DB 174 PG 218 ELMER & RUSHA F.NORMAN _N LOTS 3.4.5 Woods 40'01'48' E N 40°01 8' E 131.60' 61.46 END TIP PROJECT R-3620 II L— POT STA. 188 + 00.00 END ARTIAL C/A LT & RT TI • EXISTING DITCH Woods DWILLIAM H. BAUM & WIFE. ELNA 0. BAUM DB 267 PG 154 II a z�M W m F Jy . 1 K WOODS N 40'09'30.8•E i 7 I TREES 15"CONC \ERP,W A IBANEZ z nn / s 3 5o.84T 4RTE ' z/ . p • DB 44 PG 476 I 1 N 4095'12' EI 1 4T.4T' / d, TREES '7 I g:' T-`r a m0`h� M CLEO HOLLY & PAUL MOORE DB 263 PG 705 / L15 & AZZELIA NORMAN DB 156 PG 237 TREES J S BL BUS GRAVEL GR Fd � NC 32 26'BST EKISfNG R W ^ HENRY & CORNTHIA ALEXANDER DB 297 PG 429 IP ROM LEE NORMAN FIRS OB94PG 71 a zn =o 4Y j0 +76.II 30.16' DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED -Y/- CURVE DATA PI Sto 21+01.40 = 53' 5r 27Z MT) D = 3' 57' 052' L = 1.362.99' T = 736.54' R = 1.450.00' DETAIL B LATERAL 'V' DITCH (Not to Scale) I ^' Min. D =1.0 Ft. b= 2.0 Ft. FROM STA. TO STA. -Y2- 10+50 LT TO 16+00 LT -Y2- 14+00 RT TO 16+00 RT -Y2- CURVE DATA P1 Sto 12+4858 P1 Sto 15+39J2 A = 63' 43' 07J' MT A = 50' 28' 382' (LT) 0 = 14 /9' 262' D = 28' 38' 52.4' L = 444.84' L = 17620' T - 24858' T = 9428' R = 400.00' R = 200.00' DETAIL C LATERAL BASE DITCH Not to Scale) I o I Min. D=1.0 H. t�.B=5.0 Ft. b=2.0 Ft. FillSloy FROM STA. TO STA. -Y1- 12+50 LT TO 14+00 LT DETAIL D FALSE CUT 1 Not to scale) +I 3/ Pipe \ I t. Exist. Ditch Bed W = 30' Min. Fill Slope No Ground DETAIL H SPECIAL CUT DITCH ( Not to Scole) F\oHet Min. D =1.0 R. Front Ditch Slope -Y1- 12+50 RT TO 16+50 RT -Y2- 10+50 RT TO 13+50 RT -Y/- POT Sta. 10+00.00 0 FROM STA. TO STA. -Y1- 14+05 RT -Y1- 15+50 RT \ kP \ \ a \''`,.', \ 11); et POT Sto. 9+60.00 BEGIN CONST.-Y2- ,N" I: " +80.00.r'y 30' CL I RIP RAP 40' 26 TONS / T GEOTEXTILE�Oi4'.it Y. 00.011111 -Y2- PC Sto. s,.'s op0 // 30®i Sto. 9+80.00 REMOVE +00.00 + 00.00 50' SPECIAL CUT DITCH SEE DETAIL H +50.00 +80.00 40' +448- 0.. 50' -Y2- PRC Sto. /4+44,84 V DITCH SEE DETAIL B DDE = 65 CY ALBEMARLE BEACH FARMS.INC DB 442 PG 935 Y2- + 5.0' BASE DITCH SEE DETAIL C DDE = 77 CY TIE TO EXISTING DITCH BEGIN CONST. -Y/- Sto.12+20.00 WOODS +00.00 30' 30 CL 8 RIP RAP 8 TONS GEOTEXTILE 21 S.Y. -Y2- PT Sto.16+21.04 50.00 TIE TO EYISTING DITCH Y \ \ ALBEMARLE BEACH FARMS.INC DB 442 PG 935 5 -Y2- +13.74 END 4' PS FALSE CUT REMOVE +00.00 30' +4 F EXIST. RAN 50' 09 WOODS + 60.00 W 40' V DITCH SEE DETAIL B +30.00 +80.00 +80.00 40' V DITCH SEE DETAIL B DDE = 96 CY WOODS V DITCH SEE DETAIL B DDE = 398 Y PROJECT REFERENCE NO. R-3620 SHEET NO. /7 RAN SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION WOODS IRVING E. HILL DB29B PG512 011. 0 5 PROP. GUARDRAIL ALBEMARLE BEACH FARMS.INC DB 442 PC 935 +73 73 69.19' +55.00 -Y1- +40.000 HOR' BEG. LIMITED C/A : C P. BEG. FENC 10 G�DI DRpdN j9 REMOVE DITCH PECIAL CUT DITCH SEE DETAIL H DDE = 77 CY i FALSE CUT TAPER -Y/- POT Sto.14+50.00= -Y2- POT Sto. /6+63.09 S 2' 25' 197' W -YI- PC Sto. 13+64.86 100' BAY TA EI' C DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED PAVEMENT REMOVAL FOR -Y1- PROFILE, SEE SHEET NO. 25 FOR -Y2- PROFILE, SEE SHEET NO. 26 PROJECT REFERENCE NO. R-3620 SHEET NO. /8 R'W SHEET NO. c COCD _C 0_ -o CC CO 0e 7 0001 Off, I -OTT HU 0 0, m(044 o¢u • • \ \ \ • EIP • • HENRY YATES PROPERTIES 08 444 PG 139 II ABAN l—� NED HTRS DAVID R. PAYNE DB 442 PG 352 \ • • Ground DETAIL H SPECIAL CUT DITCH (Nol to Scale) 1 Min. D=1.0 Ft. Ditch Slope -Y1- 20+50 RT TO 28+70 RT M • / \ / ( / ✓ I /I/ +70. +70.00 .<.18ff.' .- N 0' 30' e 'IN �, t ;ce e:_ CHORD R 60' p WRair, wpa I GRAD O .. :' — 60' DRIVE 1 �' 0' DRIV Offigium"....16=1616% A©©ii@ w �0 ©o IMIIIIMINEMIWj o r, �04; w I r NM 2 PS DE jO PUE GRADE T927 85 D I 6 +27.85 60 SPECIAL CUT DITCH SEE DETAIL H PUE PUE +15 60' 7 i d BOARDS FALSE CUT SEE DETAIL D PUE +45 60' 90 25' 50' LT . "T EP TAPER -Y1- PT Sto. 27+27.85 ALBEMARLE ACRES. LLC DB 445 PG 437 70.00 30' 60' END CONST. -Y/- Sto.28+70.00 TIE TO EXISTING DITCH NC 94 24'8ST DETAIL D FALSE CUT N.G/7.B. INol to Scale) Pine Exist. Ditch Bed W = 30' Min. e Fill Slope EXISTING R/W 111 EXISTING R/W FROM STA. TO STA. -Y1- 27+45 RT TO CRESWELL -Y1- POT Sto. 32+4724 -Y1- PI Sto 21+01.40 A = 53' 5r 272e (RT 1 D = 3' 57' 052" L = /.362.99' T = 736.54' R = /.450.00' ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION FOR —Y1— PROFILE, SEE SHEET NO. 26 DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED JG UEU 'Project Type: New Location TDIte: 7/16/2012 O z. c 0 _E to g > Yes !Contractor / Designer: Address: Phone: Email: NCDWQ Stream Index No.: Class C 1 Swamp Waters (Sw) County(ies): CAMA County? 34548.1.1 -_-.: co C.) C_D 1020 Birch Ridge Rd Raleigh, NC 27610 (919) 707-6711 gcail@ncdot gov Skinnersville Pasquotank Chapel Swamp; Albemarle Sound Primary: Supplemental: NCDWQ Surface Water Classification for Primary Receiving Water lOther Stream Classification: None 303(d) Impairments: None 'Project No.: 1NCDOT Contact: Address: Phone: Email: C o River Basin(s): Primary Receiving Water: Buffer Rules in Effect F (13 13) E cr) c) (13 CO CO a) 0 0 (13 CO cO 3-- C,0 0 03 0 a) a) En 3 0) 3- a) ca a3 7 0_ cy3 13) o_ o tl) 7 (D O -0 O V) Co 7 (.0 -o O '.13) c co -C\J 0 03 ('J tf) 0.) (13 _c 2 a) -o CO(13 co -133 LC) c.,4 (N1 CO 0 7) a.) a) a) a) _o 00 c.) 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(13 a) 0 t 1 1 1 TIME 1 6 f L'F 1 1 i 1 1 1. 1.1 I I t. 11 1,1 1.DC,IJ'1 1 1.1 I I 1 i 1 1 1 o f f.G I l t U=EF,II A,IAEt 11 L C NTfl°;' CT® 2011 1VNOI93A 21O1D3lhOJ th z 0 0 O TOTAL LENGTH TIP PROJECT R-3620 Z1OZ '9l 3Nflf 'ZI KI AVM 10 .IHOI?I # I fECTo =362O Z 0 IJ3101Id SIN' N NIHIIM ION 0' N O �+ -1 (� 1 N cr, 2° 0> Z0 O72 Z-4 Z mr ..� n z� !'O O D 0 n (N N 0 cn 2 D CO Z 0 0 Czn c`m G m 'S3121YaN1108 1VdIJINf1W � B � z 01 D 0 0 0 0 NO -71 rn m 0 c m 0 c NOIi3fHiSNOO NI028 tn m 0\ 0 rn 2 Ntt ,n. Wm N z 0 0 L m n -i 0 30 7.4 0 ,o. 0 ZE JN 01 t'9 ¶l¶ J w rn A w •\ w rn w U m 0 v 0 L m H W 0 714.714,4111141.1..11.11,11111,,,,11, ttl �.s1 'TL J t1�9 siaaus }o xaPUj 10J V-1 I—J co N GI A CO rg rg ITI //i CA) �.J P1 z 2 FOR -L- PROFILE, SEE SHEET NO. 19 11. lea • z LLQ Z W 0 0 • 1✓ GPS' MON (R3620-2 100 7308Vd NO M/d 03S0d0Nd ONV M/d ONIISIX3 03Id100141 - (113N) NOISIAOI! 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BARBER DB 380 PC 384 m —J 0 go zr 180 185 1190 I sm y ,_,, oz 0 Z� m` rn 0 a� z i 0 ON 3DN311333U ll3rO11d M� \'4Y` 'F", ice' / ...- -w ;i Qd� Li H'moo or &/P JDI -L,(- {�UV -/ - iU 1W1i soviet) Hdslnay _ 'J-f 1-1 uo/s inay u0/seU 7-8-7..D71-737198-07-7A3773S'dd AD7T,A781SAD328671,x.vdUUIjL71l1987AR17MZ89$NCESTA Fit i EITIOCIPEFJ9YMENb1910E$7 &17=FFI/ID SNOISIA311 Oft eNtg Psse5j u6p LI 4'0-01-1 OL9C11\HSd S111^/63d\'1J1"6+P/H\a 11036 CIOL9Lll REVISIONS 11262o1a gcdl R \HydrouLcs\PERMITS Envrronmenlol\Drawings\PSH\R]628 Hydysh-18 dgn EJ Z Ytm rim 07/24/2012 R/W REVISION (NEAP- REVISED DITCH RIGHT OF-YI-,NO R/W REVISION WAS MADE. 12�si¢a meetpion.Z_Li_(z_��vJ>4:d�itc(11i¢6L�C-=r1_��cocdin¢Jnl2etnllli,--- .-------.-.--- m ` 1 mD j74 30 / w PACTS Existing Channel Natural Impacts Stream Temp Design (ft) (ft) 0 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS COUNTY WBS - 34548 1 1 (R-3620] SHEET 35 of35 MpN#iitO# c v v v C LL, Q) C O N ~ y N Q E� E w(_)— a c' N c 32 1 M N >, c� Qw w 0 N IX m co n. v 1.- E o0 v 0 o 0 0 WETLAND PERMIT IMPACT SUMM c d w C N m V E M E N a 0 O 0 0 o CO 0 0 _ 0 5' 0 0 O (6 001 O o O O 001 0 02 I 1- o 00 d 01 0.02 <0 01 0 27 Site 2-Sta 47+60, Site 4-89+25, Site 6-Sta 110+18, Site 8-Sta 112+80, , Site 17-Sta 184+35/9+93, Site 18-Sta 13+00; Site 20-Sta 27+50 lac @ natural ground and not to be buried. n the Hand Clearing areas for erosion control 'LAND IMPACTS Hand Excavation Mechanized Clearing in Clearing in in Wetlands Wetlands (ac) (ac) (ac) O o— O O 0) O O O) I-- O *- O O co N O ,- O 0 V O 0 `- 0 dv V 7 O CO O O N O O (n V N O O O O O O O O 0 01 I O O cO O WE Permanent Temp Fill In Fill In Wetlands Wetlands (ac) (ac) 2.36 l_ 005 ON M 0 OV 0 .- 0.05 0 0 0 O OW .- CO cn O O 0 0 04 907 Structure Size / Type LII 54" RCP Bank Stabilization 54" RCP FILL IT_ 54" RCP 30" RCP { 24" RCP 42" RCP FILL 48" RCP FILL a 14, N / JJ E. 42" RCP I W FILL FILL EXCAVATION FILL Box Culvert Bank Stabilization 48" RCP JJ,J-J LT. LTLL v CC V N X W 48" RCP FILL f 20 ( 27+50 RT-Y1- 18" Pipe TOTALS' JS Non-Mitigable: Site 1-Sta 19+95RT, Site 1-Sta 45+40, Site 10-Sta 127+75, Site 15-Sta 169+92 Site 15 - Fill in Surface Water Pond=0 1 Sites 5,9, and 14 - Epualizer pipes plac Station (From/To) 12+35 / 44+78 LT-L- I 20+22 -L- I 20+22 -L- 19+95-L-RT 24+22 / 24+57 RT-L- 30+15 / 32+90 RT-L- 45+40 -L- J O CO+ n 51+05 LT -L- 89+25 -L- 90+10 / 109+22-L- 2-1 CO + 0 111+39 LT -L- J 0 O+ N f J O ` In + M -) (0 + n 134+35-L- 137+70 RT -1- 141+10 TOTAL TAKE 0 + co 147+73 / 157+50 148+73-L- 148+73 LT/RT-L- I J N + + O) 170+30/172+90-L- I J �O + cn J M + W+ N r m 13+00 RT -Y1- 25+60 LT-Y1- 0) Z +- N co C In (O of 0-, .- x- r r .- .- .- s- r- '- Lt Z9E 6S/9O'/60 REGIONAL TIER ubvus--Fpa-0z9`ah ndi;!\ roe \ i-ri F a\s,91 -m\:a d �a�sy�-�u!�m�a R�'9I IOZ ,1GW LI REVISIONS 0T/24/2012 R/W REVISION (KEW - MODIFIED EXISTING R/W AND PROPOSED R/W ON PARCEL OOI 8-N0V-2013 19:37 Fi.a It,1 tes\ Cn,neering\UC\Pro \NEU\P13620- Raj _psh-04.dgn I s Cr)igi \ dki 1 Cs 1 BV • • _ / / i ( -- 0°B ekkTD • • 0 D b 2 x 67. 10 A to A �����11F'�/►11ri���oo.00 MATCH�� SEE SHEET 5 15 3) nT Cr m 31 r-1 333> m m r- mz (nr CD 0`2 n Z R r mo om 9 • rn - D O M N 70 1 -1 CO 1••1 O rD m0 m z Co O 0 O� z J c I .7 r a. 0 cj csni —41 0 1VAOW311 1N3W3AVd 8/17/99 z 21 N i�N3llie3tl 1�3 21 0 CD RC 1 ELI 0 CO 1C) _I C) S)) C) 0 r I",CO O CNI0 2' 000 0 Z CD CO ELI Cn i ) p— _J c-i C) F EC C) W 0 0 Q - Ty - tL GI 0 0 J 7 CC 0 II 1-i uH ) C) C>W JW 0 < CC H EC I CD tL 0 0 ®, < S F- CS) f bcn CU 0) :3 CO Se De SZ Y Y 6.4 PT Sta. 25 t03 58 9 13314S 33S 00'OO+9. b'1S -7- 3NI7H3JYIN iV ± P 133HS 33S 00`00f bd 'y1S -7- 3N171401VW Y Ntr- ��99�y5�� N 87'10'49' E 65.d6' 226.26 Y ,a O w� wN Y Y Y�Y Y Y Y Y Y Y Y Y Y Y Y Y Y y Y Y Y Y Y Y Y Y Y Y Y Y Y 1 Y .Y Y Y ± ± ± ± Y ± Y ± ± ± ± ± Y ± ± ± Y ± Y Y Y Y Y Y a:. 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Y Y U3 47, r.� 1 ± ± Y f 1 1 o 11 ' Y Y g Y Y Y ± a I R Qo 1 Y Y I Y Y Y Y Y Y4 Y 6u��ee%. l t•IdrArtA81, - P /I 4'd F- 029£H\f13nfog1\ d\Jfl\ � � t a4•.'yy IZ r�I c10c-AOly-Sd LO 7J3W NO 713NS'/I N337HIVT-01-3190d7735N17H3-71Y341 NOISI/dd MAY 4700/60/1,0 SNOISM3U J 11 r 1 1 1 1 1 1 1 6-N0V-20I3 Iq 06 R sUth�t�6snq��esrIng\UC\Pro j\NEU\R3620_Rc } iTt 7iC z 1 L 7:3 7�C x REVISIONS 04/09/2013 R/W REV/S10N (KEMJ - CHANGED NAME TO KATHLEEN V.SNELL ON PARCEL 02. psh_06.dgn 7 71C 71C 90'4 3 .SV.£2Z2.19 33.61.VO.uB MATCHLINE -L-- STA.38+00.00 SEE SHEET 5 zo mz a SEE SHEETA se„ 0 -4 66 eat .I £.13 NN 00 a m: CO) CD 0 n r- rut o• 0 D CA) H ® Z tD G) I \ I n // X1LO I \ I 0 0 D3 m 00 ZZ 00 N0 C') -J C- M .a. m 45 COC fro a z Z Z 0Z9Eki\n3N\ro,d\3r1\60ueauuu 'se�1iP111\ it SZ' 1 CIOd-nON-Sd RENISIOS 04/09/2013 R/W REVISION (KEMI - COMBINED PARCEL 07 WITH PARCEL 06. 07/24/2012 R/W REVISION (KEMI - MODIFIED EXISTING RAN ON PARCELS 006.007,AND 008. 5-NOV-2013 I55:27 • • • •• Jj-/P Revlsrd rfltrrs right of - nrmrellrvg to TMtall H Rrvlsrd th• prnnnsa'i FRP nod Inne pmrrwtp(_fnr �. gUr.litQ=_s\tnaneenng\UC\Pray\NEU\R3620_R. _.ALN.? •• S. _ _ _ _ • lv N w IN NC 94 NC 32 o vi 00 Ln 0 ru 176 ON `ZF ON `?IO1OSNNOO ZF ON PUE PUE / �o / MATCHLINE -L- STA.164+00.00 SEE SHEET 14 MATCHLIN111115 _ -L- STA,1787'00.00 SEE SHEET /6 4m A 0 nZ p0 a N 0> z 0 165 17 (113 cA.x6� 5Z • a5441 as ps 8/17/94 \\ * I g• // // // \ 0 t KQ 4 i Q bb/LI/ 9 2 Oat SO 2139 8 *l AO3W(3)1 <354.47• w csqi r L) 44 0 4354'47• b.bv.66 3.85 S1,.61, N •99'86I N 45'57 51' w / 4578'55' 235.28 St, S'l 13314S 33S 00'00+-911 V_LS —7— 3N17/-131V 31SJS did HLM NOLO 03OV7d3H ONV1N3N3SV3 ONV .NM d0 1H9I/ 03i101Y3W '/O ONV CIO S733&Vd 0313730 'I/O 733 Yd NO ,(VM3Nd0 ZS V 0300V '010 7332/Vd NO 1N3PI3SV3 NOIDI1dISNO3 / N i00/31 Ow AVM dO 1HOld 031d1001Y 0/O 7337.4Yd NO ONIO7/09 3H1 dO 1NOad NI 17133NI0 ON13A 010AV Oi 3N SS333V 3NHO 031dINS - (N3V) NOIS/A3d M/N f//60//0 ZI OM, 1/ Sa38NON 733HVd N33M13H 3NT7 ,412/3dOHd 01 V/3 03A011 - (N3Y1 NOIS/A38 M/.& 1-1/61/0O SNOIM3U 0 2 Z D4$ a� 0 w 5.11 ce- - J nn qq Z N 1-4 (O r1 (() �• r0 ZO LLO LU WO �0 120 U II Q it - < II 0 (!) Q0 d0) W O W W Q Q X Q W Q S UQ LaUQ F Q \ N 54'17'51• 346.38' 4 - \ u6P.31-yd-FPa-029C8\n3N\fo�d�On•�E�,�el I \10 3ic4n\ Lba{ 90•tl CIO5-AOC7'9Z REVISIONS 6-NOV-2013 14 06 \Utllltles\En Ineering'UC‘Proj\NEU\R3620 Rd C) 1 m m m7/ 07/ 0 II D o73 O O 1 1 O to -u cn O 1 Z Co 0 1 07/24/2012 R/W REVISION (KE1.11 - MODIFIED EXISTING R/W ON PARCEL 006. Design RAvlslnn 7-/Y-/2 Revlsmt rtltr os rlptl of Y!- nne -Y2- nerxrdlnp In Ontoll H nsh 17 rt n co rn q 2-+ g74 a N N to 0 1 00 0 + m N 8/17/99 to tO 146 0 z i 0 QUI CA R^N SHEET NO -YI- 20,50 RT TO 18,70 RT CD O Z co Z c0 r-c N cr O Z O fav (cn as 124 ®E \- - , — / +aP a SI ..031-IS N�1dW 00'0 0+SZ b is 3NI1 bb//1/B 30VIV SdM NO/Sl/13Y AVY ON -/A- d0 JH'JI J HO1/J 0. H111Fti1 W JUIPnruo -7.(- JuJ/d1) 4PJIP Pas1H+b' c'/ rF2-rirq377grortflfiv6F6 Iva BZ9£8\f13f1\ford\3n\6'-'""i bo i �A\sioz- oe_ 31•I-9IRV, Z720 90 7338Vd HJJM LO 7338Vd O3NIBIV03 - (IY3YJ NOISI/l3N Mid FI03/60/60 SNOISIAld j C'NI CO Cte z 0 u c, N In V V 0 0 a 0 0 0 0 0 H m v IL 1 1 t rZ 44 44 See Sheet 1-A For Index of Sheets 66/00:bet AND CULVERT BEGIN CONSTRUCTION Y a_ ex zw > IT 0 STA. 188 + 00.00 -L- END TIP PROJECT R-3620 0 LP END -Y1- STA. 28+70.00 0 J 0 z W co to W u u N— U W_ O ce d N N W u V 0 J 0ce zg 0o u < 1- Z a0 az <0 o= W N H N is y F- QZ Li)O z0 H F- -VOL, NO)f a•DE RA ULICS ENGI 0 z > -J oe 0 w-J S 0 72 u PROJECT DESIGN ENGINEER JUNE 29, 2012 h PROJECT LENGTH TIP PROJECT ROADWAY 1- 0 z LL J TOTAL LENGTH TIP PROJECT DESIGN DATA GRAPHIC SCALES 0 0 n.�... Ln P 37i c -1224 Ezz O_IFM O srzr z 0 N 0 W J 0 0 0 amm mnm Fz6 $$$$3wvr1d3sn$$$$ u6p61_ie.-icperoc9red o_Id noMpooeps:d P ,11 Doz-D3o-s:o uournuJO ul }o pu3 Recorded U'O Fiber Optics Cable Abandoned According to Utility Records 0 (D 7 ❑ Proposed Lateral, Tail, Head Ditch auoydalal cl!l"1 papJoaad (* 3 n s) al°H 2sal `J/il n 0 7 0 6uuog lotuawuoJinuaoa0 `a_7 woaJ1$ 6uuoaddosid lonowaa luawanad ► alga) auoydalal can papJoaad lIO 'so0 'Ja{°M '1uo1 MOJJv MOl j logwAs X}ilonb3 algoj auoydalal c/n nderground Storage Tank, Approx Loc. — li0 'so0 ca41 Z auoZ Ja}}n8 !imJapm° alga) pasodoJd auoZ Ja}}n8 liruapm9 alga) 6wlslx3 lolsapad auoydalal, woaJlS louoi}aipsunr l!DJpJanO pasodoJd ti JionJasaa JO load 'oJp/(H poJpJonOlolaW 6uilsix3 aloqu0W auoydalal N Ja}°M }o Xpo8 Jo wo O "❑ 0 CL alod auoydalal pasodoJd 30 ❑ 3 n U ado'S pasodoJd auoydalal 6u4six3 CCCCC 7 (D pa190 papaaol'4! 0 CD 7- O m 0 'S11O3NYll3DSIW 0 ❑ 3 -O 0 0 CD ❑_ (11 0 -o co :3NOHd3l31 rn X n 0 luawanad }o 96P3 6u4six3 I I II I I 0 ro (7 7 ❑ (D 0_ N .3.n.S) Gull uiOW paDJoj auil 410y,/ paDJod SS auil JaMod 0n papJoaay 1 5t1 -a O a� b7N ro 3' 3 sm n m ° 3 •k. 3 "y al 2 0 alod aWDJj—H 1 auil JaMaS AJD}!uoS O/il 91°H pu°H alg°D JaMod 0,f1 auq}n0 oaiy 0 O crl Q. 4uawaso3 (hlitfllopay JOWJOISUDJJ JaMod o 0 —0 m —0 - O O 3 3 3 a00.0 0 0 1 ro 3 m ❑ (D 3 (D 4uawaso3 AlwIn {uauowJad m IT m N ❑ ❑ 7 7 }nouoal) JaMaS aloyuoW JaMaS O 0 JaMol awl JaMod aloyuoyW JaMod Permanent Drainage / Utility Easement Glad asn lu!of pasodoJd a6ouirua tuauaWJad 0 ro 3 m 4uawaso3 a6ouioJ4 /uoJodwal 0 0 0 • 0 m al°d asn luiof 6u!2six3 alod JaMod pasodoJd Temporary Construction Easement Glad JaMod 6uilsix3 ® o ¢- 4--o- o- '213M3S ,121b'1INYS auil so0 punoJO anogy '3 fl s) Gun sDO O/p pa;ou6isad Gull so° `O'fl papJoaad 0 m auil luawaso3 6uitsix3 uoi}auiwa}uoD 110S UMOUN ssaaay }o loJ}uoJ pasodoJd 0 D N /uopunog wok' paJa6uopu3 ssaaay JO loijuoD 6u4s1x3 AJopunoalowiuy paJa6uopu3 rn N O 3 (D N puOl}aM pasodoJd JUopunog puDllaM 6uilsix3 aauad OJ!M pagJog pasodoJd ro 3 3 n-0 n0 O ,9 ❑ ct r ❑_ cD (U A O (❑ Q 0 Do 02, SI., 3 o 2.❑ m R m< 0 _r 0' 7 N ro 7 f ro 0 S S � Designated LI43 Fiber Optic Cable (S.U.E.*)— aloyuoW JaMaS can papJoaad algoD nl O/n palou6isad c 8f Jo la 'u!SDB ya40J "x08 — -a 0 0 7 fD 7 A ❑° 7 o � o ❑ 3 h"" CD3D 7' T O O 0 CD 7. S O 1 -0 0. D0 g CD° 0. m m n o 93119j aJ iM uanoM pasodoJd m x 5 (0 auil aDua j aauanbaS/la3Jod 0 m m 3 x x 0 7 5. CD (o ° 73 A (❑ (❑ 3: S. 0 0 0 r ▪ 7' 0 co ro a ro N luawnuoW ,(padoJd luiod loJ}uoJ auilasog >K S N Z o 0 CL 7 m 7 n cr- (D 0 (o 0 ❑_ 0 (D V) (D m 0 S 07 (D 0 CD ❑_ 0 ❑_ 7 0 JauJoJ /(JadoJd 0 0 pauopuogy all D 0 0cr CD �. ro 7 ❑ (D 3 ❑_ G / ❑ 2 (D ❑ (D 7 r_ co 7 co c awl uo!lotuesaa 0 7- awl Jatoj 9/n papJoaad tsodaliW lou6iS 2Ja o ❑ 0 ❑ a LO c (D 0 in 0' ❑ CL luDJp/H JaloM Onto% Jato/ aloyuoyv J94°M z 0 7, r- D 1 a z m rn tl tin 12/05/11 3/VJS ©710N . a? up- x 0 z oo ti 0 1 1 \cO 1- Q O i iS 0 FOR —L— PROFILE, SEE SHEET NO. 19 PAVEMENT REMOVAL s Y >6. 0 l l POT Sto.10+00.00 13H5 JCS _1_ NI1HO1dW Y um �KY GnPVEL P3 Y 1 >L a / - 1 6b'L I/U u6P U0'4sd-fiPU GJZ9£2J \a'J\' e"PQOU\%U 6Z11 £10Z-J3o-£o Q3-DEC-2013 11.29 oedwe ,Pro NR3620_11dy_psh_05 dgn MATCHLINE —L — STA. 24+00.00 SEE SHEET 4 7iC 7�C 7�C 7 71C 1^• 7C 7�C 7 7 7 7 7 7 7 m£ zo m� z 7 7 7 7 7 7 m 7 7C 7 7 772 7,C 7 7 7 7 7 7 7 7 7 7 7 7 772 r,. 7 7 772 7 77: 77C 7 2 71C 77C 7iC 7iC 7; 71C 71C 71C 71C 71C 7,C 7,< 77C 7C 71C 7C 71C 7F 7FC 7C' 7C 7C 7,c 7iC 7 c y 7�C 7�C 272 7 a/ O� to, 7f�71C 77 / d13 .92 9Z1 3 .60.0118 N Z969� 2 5 160' 8Sf O+SZ END FENCE MATCHLINE —L— STA.38+00.00 SEE SHEET 6 72 25 30 35 C0 r ni rn rn < N —{u1� >0 rn1�rn rn = N fP m CD 4 A 1YAOW321 1N3WiWd 6L 'ON 133HS 33S '31 dOdd —1— 2103 V z 0 W z 9 z -n Ku _ - - k 13M119.21 0Z+ 3JN3j ON3 OL+ S 133H6 33S 00'00+8T"d1S -7- 3N/7H01VPV bti%[I/8 u6p 90 4sd-fipyl O29£2J\ Pew \ U Fz-II ti02-31C1-40 03-DEC-2013 1.30 wa \Pre '173620_Rdy_psh_07 dgn th 0 N 0 01 0 N ▪ O WI 2IS ? 2IOIDINNO3 ZU JN f� -r G7 rn YY7 i JJ' l rrt D ST A• I► MATCHL/NE _L IIiJW STA, 66f0p.00 SEE SHEET 8 41 a > 0 0 0 5 Von 8/17; 99 1n ,o` 0 8 65 z z 0 u H 0 7 1,i: _1/s rn- FOR -L- PROFILE, SEE SHEET NO. 21 08 6 133HS 33S 00100+09 b1S -7- 3N171131V/N / LLI , 3 0' BASE DITCH WOVEN WIRE +5000 SEE DETAIL A \\ \ \ FENCE .\ 80' \ eN ...,� " 11 \ \ rtir r \26 TONS \ E 50 SV FENCEWOVEN WIRE DETAILBASEDITCHA0' BASE DITCHfoii DDE 2,416 CY 80' - \ SEE DETAIL A 3Cl* BASE DITCH - __. SEE DETAIL A < �� —J \ F 0=1 - N 32' 27' l5.CP E \F 3 0' BASE DITCH \ SEE DETAIL A oh\ - l 1,091 I J L 133HS 33S 00'00+99'd1S -7- 3N/7-/3JVfN r u6 p•90-ysd-hp21 0Z9E21\ o�J\,'puo0-O\ 0£'Il £IOZ-33a pp \RoadztNy Pr oO' R3620_Rdy_psh_09.dgn vSS#$115F}i1110.1 F1•$S• 1S / C9 rnt- 7r s GAD j W€ 0 grn 8� cr. LA -4 D 5 MATCHLINE -L- STA. 80+00.00 SEE SHEET 8 MATCHLINE -L- STA.94+00.00 SEE SHEET /0 17 17 17 80 Yf 4 ,___ ___ ... ,..___-___ _ ...,,,. ___i_ ___ ,..)-- /-__„-.,-„_- ___-- __-_„___ ,„ _______ ...._-____ 1 17 17 fi 17 m12 Rm G � N 17 17 17 1� 17 17 17 17 17 f 17 0 / 17 17 17 17 17 17 17 7 17 'f 17 17 17 17 -t; -' 17 C :v Z r- m m < >O� m 0m0 rn � LZ 'ON 133HS 33S '31Id0?Id —1— 2103 17 uu°u11(/) Na N� Nr RRO C"F' FtRu,o n 1 0 mo na z 0 w rn A n NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS WASHINGTON COUNTY TIP PROJECT (R-3620) Utility Per it Drawing Sheet 1/ of /1 Rev. 11/26/2013 WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTS Existing Existing Temp. Channel Channel Natural SW Impacts Impacts Stream impacts Permanent Temp. Design (ac) (ft) (ft) (ft) O 0 0 • 0 0 0 O 0 0 <001 <0 01 C N c V (O co O E (n a S (Li:, ._ d O O 0 E , JF,\ Note • EC 1 l 203 COASTAL MANAGEMENT RALEIGH ATN Peed 301/05 WETLAND IMPACTS Hand Permanent Temp Excavation Mechanized Clearing Fill In Fill In in Clearing in Wetlands Wetlands Wetlands in Wetlands Wetlands (ac) (ac) (ac) (ac) (ac) M N 0 M CO O 0 03 0 02 O O 1 0.01 0 63 O 0 O 001 O 0 V 0 0 001 <001 0 0 O 0 V O O V 0 0 V Structure Size / Type Aerial Power & Tel Aerial Power & Tel Aerial Power & Tel Aerial Power, Tel & CAN U/G Tel lines by open cut U/G Tel lines by open cut U/G Tel lines by open cut co O Station (From/To) -L-11+67 TO 20+25 -L-24+17 TO 37+33 -L-40+14 TO 50+65 -L-174+15 TO 174+43 -L-178+85 TO 179+45 -Y1-12+02 TO 12+08 0 1- O CO CO N + + N (v } O O (n Z N COM _ 'CrV LO (O I,- 1- PROPE ITY OWNE i', S NAMES AND ADDRESSES PARCEL NO. NAMES ADDRESSES SITE NO. 1 WEYERHAEUSER DB 317 PG 323 1 1 WEYERHAEUSER DB 317 PG 323 2 2 KATHLEEN V. SNELL DB 278 PG 443 1 WEYERHAEUSER DB 317 PG 323 3 2 KATHLEEN V. SNELL DB 278 PG 443 3 JOHN M. DOUGHTY DB 334 PG 237 6 ALBEMARLE ACRES, LLC DB 445 PG 437 4 15 DAVID R. PAYNE DB 442 PG 352 5 11 PEA RIDGE CONVENIENCE STORE, INC DB 358 PG 175 6 12 ELIIIER & RUSHA F . NORtAN LOTS 3 , 4 , 5 6 ALBEMARLE ACRES, LLC DB 445 PG 437 7 15 LAWRENCE PARKS DB 442 PG 352 8 RECEVED_ i OF DEC: COASTAL ALEIGH t pp c� l�0U0 MANAGEIMEN d NiRTH CAROLINA DIVISION OF HIGHWAYS WASHIINGTON COUNTY TIP PROJECT: (R-3620) NEW ROUT FROM US 64 TO NC 32 5/ 17 2O13 Utility Permit Drawing Sheet, : U of r/ O z 0 ct 0 0 // // // // 0 FOR -L- PROFILE, SEE SHEET NO. 22 oL 96 00 // // / // / // / Na Mx 7 / / / z2 33 / l/ 133HS 33S 00'00-1- 80/ b1S - 7- 3 N/7H31 /11 II Il 11 / 3 Oz 3LL 6 13.3HS 33S 00'00+t76'd1S -7- 3NI7H01VW 1 1 1 1 1 4- 0, H2._I/13 u6p OI"_ 4sd'fipu C1Z9C1J 64•n DOZ-33O-40 Q3-DEC-2013 11:30 it:\Roadr.ayy\Pro II \113620_Rdy_psh_I1.dgn s$a41 ISFPNTAI•IF$/ 7 7 '1: f7 7 47 'f: 'f: 7 MATCHLINE —L— STA.I08+00.00 SEE SHEET 10 7- 47 7- 7- 7- 7- 'f: 7- / 7/1/ ?!? 47 A A // / n CN / W FI r D // // / // / / // 47 / / / 49 / /r / / / �f: 4, / // / r // / / 4 // v'// 4, / /` / /;/ / / / i/ // / / I '' / / // /// / /c s• d ,, / // / / / L /I // A / 'I` / // /; // // // /r k // // \ J / / // . / d�'' le // d / // / // 0 / // // // // // d/ 8 // fi // // // r / // m MATCHLINE —L— STT A.122+00.00 SEE SHEET /2 9/ / 7- 'f: omo J � m P p n fc 7- 7- f: 7- 7- 'f 'Le 47 'fc 110 r 47 47 'f: J5 NEU - — — — '17 m Rm47 'f7 4,115 'f: 7- fc f: 120 ZZ ON 133HS 33S '31IdO2fd —1— 2103 'f: 47 'f: -f: 47 8/17 99 4-7 'f 7- �•I 47 7- 7- -f: 47 Sqr n b z En PROJECT REFERENCE NO i v FOR -L- PROFILE, SEE SHEET NO. 23 N SC B. 133HS 335 00'004' 97/'V_LS -7- 3N17H01b'PN x 'u maw aJ� wQ mo w � n v�0 ow 11 133HS 33S 00'00-F EE1 'V 1S -7- 3NI71-01VV — o. // / mo� ew'- �a' / / / l/ / // / // /1d fi 1/ 1/ ,/ �6r d-fi sa o�blvhc Jb4 vol7+E7H fi ZI-4� P21"eZ9EU d� \ij O£'ll £IO Z-J3a-£O Q3-PEC-2013 11.30 dwa \Pro R3620_ Rdy_psh_13 dgn tA / �I I I —o —BL MATCHLINE -L- STA.136+00.00 SEE SHEET 12 /\\ / F \ / \ / /5 /5 pmu Oma �D Dm .71 3/17/9`t // // // // // // // // // // // /j // 140 // // // // // // // // // // A� // 1/8 4: Zr Z Dm MATCHLINE -L- STA.150+00.00 SEE SHEET 14 OO'6Z+S6! •DIS 3d -7- \ LL ♦ LL '1` 4 L EZ ON 133HS 33S '31IJO2Jd —1— 2JOd A0 Z Z 0 gg O1 O 00 .6P 1,t-vsd-6pu-encu,1% ; �3r it £�il £iZ-J30-£0 O3-DEC-2013 11:31 \ Headway \Pro 'R3620_Rdy_psh_15 dgn S�EVArR fit1F��• N ▪ m NC 94 ▪ -Yl- 0 0 40 m 01 m to 0 cn kOth 121 OL+8Z 01 J. 0 0 NC 32 0 Y/ N L. 01 Z 01 PUE MATCHLIST 4+00.00 SEE SHEET 14 fr6 ON `Z£ ON `2LO.LO!NNOO ZE ON 4 .73 r\ °L\ \av— o�\ I PUE PUE _(Sr51 `' ` p5 TOPER Sa .. E — It, v-Iir �11 .*. EOP TAPER BOTH 510 ES...•-♦_.. - ..- ` t1 �'.4• o —, . lilar,_ MATCHLINE —L — STA.178o' SEE SHEET 16 165 170 '1- 0(,7q _ 1 \ \ EOP \ \ 1.1„I• N S �•� � �65 "f 7i `s akn /. m c. 'O CD `1 y DNOD DIH1I10NOW v1 Z 0 1YAOW32J IN3W3AYd d/17 99 ON 133HS 33S `311021d —1A— 2103 tJ 0- 'ON 1331-1S 33S `311d02Jd O3 Z 73 20 0 0 In PAVEMENT REMOVAL 04 ►e 0 N ct O a• FOR -L- PROFILE, SEE SHEET NO 25 �--'� 39�7557 w 77,16• 06 0. is 081. END Y96 Od O9C 90 d33 V0'l A03NN3a N 03'54'97' W 5Z 3 .BS.00.64 N .5B 04 3.9 S.Cr.6C N 9Z 94' .25'/61 0 O WF Sad lrae MMS5 O 3b3131 o5 mC n00 3.BS.f C. .19'612 6 57 1331-IS 33S 00'00+82/'V_LS —7— 3N/71-/3IVIN LJJ •92. 56.00 N .nZ•pr /"7 II N 517'5 346 39' an r� Si'/53l'tN9j.al I11.9$b ,,6P'91-4sd-13Pel-0Z9£`J'.,l o,d�nenpao IC ,II vioz-o]��'F� R3 Ro duvet, \P,-ol \R3G20_Rdy_psh_ 17 dgn S T$41 ISFRFIAMF 4,1SR 8/ 7, 55 o 8 rn OO rn • c; z< r- m m VI CA >0 m 0 Ste= ` N N m o /4/ C // // / I -* m �CD 0 2 / �o\\ rtf h :sic c d cfD U Y!-sTa17+oo.00 MATCHLSEE SHEET 15 omo fJ 85 Rx w z z z FOR -Y1- PROFILE, SEE SHEET NO. 26 ®c 1— atx— _ _ _ • J p26p />9 A• SI 1331-I5 33S 00"00+SZVIS -IA- 3N1-11-131dW N � Q WJ h a c a� Gi bb'LI/8 u61°81- 1"-6PU-0Z9£!1\Pa II �•s£IZ-J3fiO-1O07-J7 8 I£ May 17, 2013 R-3620 NEU Narrative Utility Owners: Power (Distribution): Dominion Power — contact: Clarence Wall (252) 308-1021 clarence.wall@dom.com Power (Transmission): Dominion Power — contact: Kyle A. Keno, P.E. (804)771-3548 Kyle.a.keno@dom.com Telephone: Century Link — contact: CATV: Mediacom — contact: Jeffrey Williamson (252)-814-7244 Jeffrey.williamson@CenturyLink.com Nate Harris (252) 482-8089 nharris@mediacomcc.com Water: Washington County Water — contact: Jerry W. Rhodes (252) 793-5823 jrhodes ! washconc.org General Utility Relocation: All utility lines inside project limits currently within construction limits will be adjusted as necessary or relocated away from construction before project let. Existing Utilities: ® Power (Distribution): existing power lines run overhead on poles along the left side and crosses to the right side of the project from NC 64 to -Y- line Beasley Rd (SR 1139) and crossing back to the left along the -Y- line (SR 1139). In addition, the existing power lines run overhead on poles along the left side at the north end of the project parallel to - Y1- NC 32 to NC 94. ® Power (transmission): existing transmission power lines are not in conflict with this project. D `AEC ° 1J 208 ;:^ r:\L MANA(FMFit9T May 17, 2013 m Telephone: existing telephone lines run underground left and right of the existing section of the road for this project. O CATV: existing CATV runs overhead right of NC 94 and crosses over to the left of NC 94 at the north end of the project. O Water: existing water lines at the north end of the project parallel to -Y1- NC 32 and NC 94. Proposed Utility Relocation: m Power(distribution): Overhead power lines and power poles will relocate to a position starting at the left side of the project and crossing to the right side of the project from NC 64 to -Y- line Beasley Rd (SR 1139) and on the left side at the north end of the project parallel to -Y1- NC 32 to NC 9. • Power(transmission): existing transmission power lines run over the proposed portion of the road for this project and are not in conflict. ® Telephone: proposed telephone line will attach to overhead (joint -use) poles with power from NC 64 to -Y- line Beasley Rd (SR 1139) and on the left side at the north end of the project parallel to -Y1- NC 32 to NC 94. In addition, proposed telephone will relocate underground by open cut parallel to the right side of existing NC 94 and by trenchless method to the right of NC 32/94 at the north end of the project. O CATV: proposed CATV lines will also attach to the power pole line (joint -use) at the north end of the project. O Water: Existing water lines are not in conflict, they will remain in place. E D .. .' .3 (AL MANAGEMEN L