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Home My WebLink About20140723 Ver 1_Application_20140710 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY July 10, 2014 Mr. Tom Steffens U.S. Army Corps of Engineers Regulatory Field Office 2407 West 5th St. Washington, NC 27889 Mr. Stephen Lane N.C. Dept. of Environment and Natural Resources Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Dear Sirs: Subject: Application for a Section 404 Nationwide Permit 23, Section 401 Water Quality Certification and CAMA Major Development Permit for the proposed replacement of Bridge No. 33 over the North River on US 70 in Carteret County, North Carolina; TIP No. B-4722B; Federal Aid Project No. BRNHS-0070 (84); Debit $400 from WBS No. 38496.1.1 The North Carolina Department of Transportation (NCDOT) proposes to replace the 1,028 foot, 47-span bridge over the North River, with an approximately 1,350 foot, 15-span bridge on a new alignment north of the existing. Traffic will remain on-site during construction. Permanent impacts to jurisdictional resources include 0.03 acre of wetland fill and 0.58 acre of fill in surface waters. Please see enclosed copies of the Pre-Construction Notification (PCN), Preliminary Jurisdictional Determination Form, Cedar Point Mitigation Site debit ledger, permit drawings, utility permit drawings, stormwater management plan, MP forms and roadway plans for the above referenced project. The Categorical Exclusion (CE) was completed in September 2012 and distributed shortly thereafter. This project calls for a letting date of April 21, 2015 and a review date of March 3, 2015. The project schedule may be advanced if funding becomes available. Regulatory Approvals Section 404 Permit: All aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT requests that the project be authorized by NW 23 for bridge construction. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-250-4224 WEBSITE: WWW.NCDOT.GOV/DOH/PRECONSTRUCT/PE/ LOCATION: CENTURY CENTER, BUILDING A 1000 BIRCH RIDGE DRIVE RALEIGH NC 27610 Section 401 Permit: We anticipate 401 General Certification number 3891 will apply to this project. NCDOT is requesting written concurrence from the North Carolina Department of Environmental and Natural Resources, Division of Water Resources. CAMA Major Permit: NCDOT requests that the proposed work be authorized under a Coastal Area Management Act Major Permit. The landowner receipts will be forwarded as soon as they are available. Authorization to debit the $400 Permit Application Fee from WBS Element 38496.1.1 is hereby given. A copy of this permit application will be posted on the NCDOT Website at https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links > Permit Applications. A copy of the CE is also available at the above website address under Quick Links > Environmental Documents. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Tyler Stanton at tstanton@ncdot.gov or (919) 707-6156. Sincerely, @(- Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 23 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Proposed Replacement of Bridge No. 33 over the North River on US 70 2b. County: Carteret 2c. Nearest municipality / town: Beaufort 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4722B 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6156 3g. Fax no.: (919) 250-4224 3h. Email address: tstanton@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 1 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 2 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 34.78915 Longitude: - 76.60982 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: North RIver 2b. Water Quality Classification of nearest receiving water: SA; HQW 2c. River basin: White Oak 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Existing conditions at the site include maintained/disturbed roadside shoulder and marsh. Land use in the project vicinity is predominantly residential with some agriculture and forested areas. 3b. List the total estimated acreage of all existing wetlands on the property: 0.25 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 3d. Explain the purpose of the proposed project: Replace a structurally deficient bridge that is approaching the end of its useful life. Replacement of the bridge will result in safer traffic operations. 3e. Describe the overall project in detail, including the type of equipment to be used: The proposed replacement of Bridge No. 33 over the North River in Carteret County will be realigned to the north of the existing bridge. Approximately 42,000 sf of existing causeway will be removed Traffic will remain on-site during construction. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: A preliminary JD request was sent May 27, 2010; however, a signed form was never received. Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Tyler Stanton Agency/Consultant Company: NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. 3 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Fill Coastal Yes No Corps DWQ 0.03 Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ Site 5 P T Yes No Corps DWQ 2g. Total wetland impacts 0.03 Perm 0.00 Temp 2h. Comments: *There will be 0.01 ac of hand clearing in wetlands and proposed temporary impacts to wetlands of <0.01 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. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T PER INT Corps DWQ Site 1 P T PER INT Corps DWQ Site 2 P T PER INT Corps DWQ Site 3 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 3i. Comments: 4 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T North River Fill River 0.58 O1 P T North River Fill River 0.56 O2 P T O3 P T 4f. Total open water impacts 0.58 Perm 0.56 Temp 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 5 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: 6 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Sheet pile is being utilized on the northern side of the causeway due to instability of bed materials which also allows for minimization of impacts to the surrounding wetlands and jurisdictional stream impacts. Ditches have been designed to meet grass swale criteria on the remainder of the existing causeways to treat all runoff and promote infiltration. The grade of the proposed bridge was designed such that deck drains are not required. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices for the Protection of Surface Waters, as well as, Best Management Practices for Construction and Maintenance Activities will be implemented. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: 0.06 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 7 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 8 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings and stormwater management plan. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 9 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 2b. Is this an after-the-fact permit application? Yes No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? • Yes /1 No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? • Yes /1 No 5c. If yes, indicate the USFWS Field Office you have contacted. • Raleigh • Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NCNHP, USFWS website, field surveys 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ■ Yes No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal govemments have designated as having historic or cultural preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? . Yes // No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? No i1 Yes • 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps 0{ Richard W. Hancock, P.E. 7._ 0,(y- "' Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agents signature is valid only if an authorization letter from the applicant is provided.) 11 DCM MP-1 APPLICATION for Major Development Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name North Carolina Department Of Transportation Project Name (if applicable) B-4722B (38496.1.1) Applicant 1: First Name Richard MI W Last Name Hancock, P.E. Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 1598 Mail Service Center PO Box City Raleigh State NC ZIP Country Phone No. FAX No. 27699-1598 US -A 919 - 707 - 6000 ext. - - Street Address (if different from above) City State ZIP Email 2. Agent/Contractor Information Business Name N/A Agent/ Contractor 1: First Name MI Last Name Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 - ext. Phone No. 2 - - ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email <Form continues on back> Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Carteret Street Address State Rd. # US 70 Subdivision Name N/A City State Zip - Phone No. - ext. Lot No.(s) (if many, attach additional page with list) , a. In which NC river basin is the project located? White Oak b. Name of body of water nearest to proposed project North River c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. North River ►ZlNatural ['Manmade •Unknown e. Is proposed work within city limits or planning jurisdiction? ['Yes ®No f. If applicable, list the planning jurisdiction or city limit the proposed work falls within. N/A 4. Site Description a. Total length of shoreline on the tract (ft.) —2,725' b. Size of entire tract (sq.ft.) 53_0,700 c. Size of individual lot(s) N/A, (If many lot sizes, please attach additional page with a list) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) 6.8' ®NHW or IN NWL e. Vegetation on tract Herbacous with sparse shrubs f. Man-made features and uses now on tract Bridge, causeway, and road g. Identify and describe the existing land uses adjacent to the proposed project site. Residential and forest land h. How does local government zone the tract? Residential i. Is the proposed project consistent with the applicable zoning? (Attach zoning compliance certificate, if applicable) •Yes ENo ®NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ['Yes No k. Has a professional archaeological assessment been done for the tract? If yes, by whom? If yes, attach a copy. ►SYes ❑No ❑NA NCDOT (Reference CE) I. Is the proposed project located in a National Registered Historic District National Register listed or eligible property? or does it involve a •Yes No DNA <Form continues on next page> Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? I Yes ❑No (ii) Are there coastal wetlands on the site? ZYes • No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? Yes ■ No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. None o. Describe existing drinking water supply source. None p. Describe existing storm water management or treatment systems. None 5. Activities and Impacts a. Will the project be for commercial, public, or private use? • Commercial y Public/Government ❑ Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The purpose of the project is replace the existing bridge,io improve the —level of service for the traveling public c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. Typical highway and bridge construction vehicles and equipment will be used, including, but not limited to, dump trucks, cranes, graders, and bull dozers. Storage and staging areas will be located on uplands. d. List all development activities you propose. Replace/Lengthen bridge; Remove portion of existing road fill/causeway to improve bridge hydraulic conveyance and offset surface water being filled in. Addition of fill due to widening facility. e. Are the proposed activities maintenance of an existing project, new work, or both? New work f. What is the approximate total disturbed land area resulting from the proposed project? 6.7 ESq.Ft or ®Acres g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes • No ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. 2 GI's are located on either side of the proposed bridge that discharge on high ground into grass swales constructed on existing causeway. i. Will wastewater or stormwater be discharged into a wetland? MI Yes ►1 No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ■Yes .❑No ❑NA j. Is there any mitigation proposed? ®Yes ❑No •NA If yes, attach a mitigation proposal. <Form continues on back> Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name See attached Phone No. Address Name Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. N/A h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. Certification and Permission to Enter on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. rtc'Lain( kcock, P . Date jal /0 r 20 l(- Print Nwrie W. Signature Please indicate application attachments pertaining to your proposed project. ®DCM MP-2 Excavation and Fill Information ❑DCM MP-3 Upland Development ❑DCM MP-4 Structures Information ®DCM MP-5 Bridges and Culverts Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Channel (NLW or NWL) Canal Boat Basin Boat Ramp Rock Groin Rock Breakwater Other (excluding shoreline stabilization) Length Width Avg. Existing Depth NA NA Final Project Depth NA NA 1. EXCAVATION ®This section not applicable a. Amount of material to be excavated from below NHW or NWL in cubic yards. b. Type of material to be excavated. c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards. (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW EISAV ❑SB OWL ❑None (ii) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF EXCAVATED MATERIAL This section not applicable a. Location of disposal area. c. (i) Do you claim title to disposal area? ❑Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner. e. (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of disposal in these areas: b. Dimensions of disposal area. d. (i) Will a disposal area be available for future maintenance? ❑Yes ❑No ❑NA (ii) If yes, where? f. (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (ii) If yes, how much water area is affected? Fore OCIA P (Excavation and Fill, Page 2 of 3)- 3. SHORELINE STABILIZATION (If development is a wood groin, use MP-4 — Structures) ❑This section not applicable a. Type of shoreline stabilization: ❑Bulkhead ORiprap ❑Breakwater/Sill ®Other: Sheet pile c. Average distance waterward of NHW or NWL: 5 ft. e. Type of stabilization material: Class II Rip Rap 9 Number of square feet of fill to be placed below water level. Bulkhead backfill Riprap 689 SF Breakwater/Sill Other Source of fill material. TBD b. Length: 1880' Width: 15' d. Maximum distance waterward of NHW or NWL: 5.2 ft. f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No ®NA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. N/A 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) ZThis section not applicable a. (i) Will fill material be brought to the site? ❑Yes DNo If yes, (ii) Amount of material to be placed in the water (iii) Dimensions of fill area (iv) Purpose of fill ❑ NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of the fill in these areas: 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? Use of Standard NCDOT Best Management Practices and erosion control measures. c. (i) Will navigational aids be required as a result of the project? ❑Yes No DNA (ii) If yes, explain what type and how they will be implemented. b. What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Crane, bulldozer, dump truck, motor grader d. (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes ®No DNA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. Date J 01 t0 , 2 .o (`-F Project Name k c,LafJ t+e .coc,k P j. /Applicant Name Applicant Signature constaim Form DCM MP-5 BRIDGES and CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. BRIDGES ❑This section not applicable a. Is the proposed bridge: ['Commercial ®Public/Government ['Private/Community c. Type of bridge (construction material): Prestressed Concrete Girders e. (i) Will proposed bridge replace an existing bridge? ®Yes ❑No If yes, (ii) Length of existing bridge: 1,030' (iii) Width of existing bridge: 28' (iv) Navigation clearance underneath existing bridge: 87' (v) Will all, or a part of, the existing bridge be removed? (Explain) The entire existing bridgawill be removed g. Length of proposed bridge: 1,350' Will the proposed bridge affect existing water flow? ®Yes ❑No If yes, explain: Proposed bridge will have fewer bents in the river as well as approximately 12,800 CY of causeway removal. k. Navigation clearance underneath proposed bridge: 8.7' m. Will the proposed bridge cross wetlands containing no navigable waters? ['Yes No If yes, explain: b. Water body to be crossed by bridge: North River d. Water depth at the proposed crossing at NLW or NWL: 9.5' f. (i) Will proposed bridge replace an existing culvert? ❑Yes No If yes, (ii) Length of existing culvert: (iii) Width of existing culvert: (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) h. Width of proposed bridge: 36' Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? ®Yes ['No If yes, explain: The existing structure provides a minimum vertical clearance of approximately 7', which is greater than the proposed minimum vertical clearance of 3.5'. However, the proposed structure has a deeper superstructure depth in order to increase the span lengths to 90', is longer than the existing structure, and is being built on a crest vertical curve. Therefore, the proposed maximum vertical clearance of 8.7' is the same as the existing maximum vertical clearance near proposed Bent 8. Additonally, horizontal clearance will increase by approx. 322'. Have you contacted the U.S. Coast Guard concerning their approval? ®Yes ['No If yes, explain: An application for Preliminary Public Notice for Navigational Purposes has been submitted. n• Height of proposed bridge above wetlands: N/A; Bridge is only over surface water 2. CULVERTS ®This section not applicable a. Number of culverts proposed: c. Type of culvert (construction material): b. Water body in which the culvert is to be placed: < Form continues on back> d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert? ❑Yes ❑No If yes, (ii) Length of existing bridge: (iii) Width of existing bridge: (iv) Navigation clearance underneath existing bridge: (v) Will all, or a part of, the existing bridge be removed? (Explain) ❑Yes ❑No If yes, (ii) Length of existing culvert(s): (iii) Width of existing culvert(s): (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) Length of proposed culvert: g. Width of proposed culvert: h. Height of the top of the proposed culvert above the NHW or NWL. Will the proposed culvert affect navigation by reducing or increasing the existing navigable opening? ❑Yes ❑No If yes, explain: Depth of culvert to be buried below existing bottom contour. k. Will the proposed culvert affect existing water flow? ❑Yes ❑No If yes, explain: 3. EXCAVATION and FILL ❑This section not applicable a. (i) Will the placement of the proposed bridge or culvert require any excavation below the NHW or NWL? ®Yes ❑No If yes, (ii) Avg. length of area to be excavated: 305' (iii) Avg. width of area to be excavated: 143' (iv) Avg. depth of area to be excavated: 10' (v) Amount of material to be excavated in cubic yards: 12,800 b. (i) Will the placement of the proposed bridge or culvert require any excavation within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ®None (ii) Describe the purpose of the excavation in these areas: c. (i) Will the placement of the proposed bridge or culvert require any high -ground excavation? ®Yes ❑No If yes, (ii) Avg. length of area to be excavated: 83' end bent) (iii) Avg. width of area to be excavated: 116' (iv) Avg. depth of area to be excavated: 6' (v) Amount of material to be excavated in cubic yards: 1250 d. If the placement of the bridge or culvert involves any excavation, please complete the following: (i) Location of the spoil disposal area: TBD by contractor. If material is suitable, it may be used as part of the proposed roadway fill. (ii) Dimensions of the spoil disposal area: TBD (iii) Do you claim title to the disposal area? ❑Yes CI No (If no, attach a letter granting permission from the owner.) (iv) Will the disposal area be available for future maintenance? ❑Yes ❑No (v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell bottom (SB)? ❑CW ❑SAV OWL ❑SB ®None If any boxes are checked, give dimensions if different from (ii) above. (vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes No If yes, give dimensions if different from (ii) above. e (i) Will the_plarement of the_proposPrl bridga nr culvert result in any f g fill (other than excavated material described in Item d above) to be placed below NHW or NWL? ®Yes ❑No If yes, (ii) Avg. length of area to be filled: 359' (iii) Avg. width of area to be filled: 28' (iv) Purpose of fill: Proposed Roadway. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed on high -ground? ['Yes ®No If yes, (ii) Avg. length of area to be filled: (iii) Avg. width of area to be filled: (iv) Purpose of fill: (i) Will the placement of the_propnsed bridge or culvert resultan any fill (other than excavated material described in Item d above) to be placed within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. CW 1,117 ❑SAV ❑SB OWL ['None (ii) Describe the purpose of the excavation in these areas: Fill is for proposed roadway North of existing roadway. 4. GENERAL a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary utility lines? ®Yes ❑No detour structures? ❑Yes No If yes, explain: Existing telephone lines will be relocated by directional bore on the north side. Overhead power lines are not in confilict with the proposed bridge; however, adjustments may become necessary prior to If yes, explain: construction. If this portion of the proposed project has already received approval from local authorities, please attach a copy of the approval or certification. < Form continues on back> c. Will the proposed project require any work channels? ❑Yes No If yes, complete Form DCM-MP-2. e. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Typical highway construction vehicles and equipment. d. How will excavated or fill material be kept on site and erosion controlled? Use of Standard NCDOT Best Management Practices and erosion control measures. f. Will wetlands be crossed in transporting equipment to project site? ❑Yes No If yes, explain steps that will be taken to avoid or minimize environmental impacts. g. Will the placement of the proposed bridge or culvert require any shoreline stabilization? ZYes ['No If yes, complete form MP-2, Section 3 for Shoreline Stabilization only. Jul -(Y Date - -V7221 Project Name 12-k6 (p- cocC , (-.E Applicant Name Applicant Signature The Cedar Point Mitigation Site is located in Carteret County adjacent to both NC 24 and the White Oak River. The site was designed as an emergent marsh and a constructed channel within the site promotes tidal exchange within the mitigation area. The Cedar Point site provides mitigation to offset impacts from improvements to NC 24 as well as for future impacts in the White Oak River basin. The Cedar Point Mitigation site was constructed in 2002 but had to be replanted in May 2003 due to vegetation failure. After five years of monitoring and both the vegetation and hydrologic monitoring meeting success criteria, the site was closed out in April 2008. To offset unavoidable coastal marsh impacts associated with TIP B-4722B, the Cedar Point Mitigation Site will be debited .03 acres of Brackish Marsh restoration. This debit is reflected in the debit ledger below. HUC Mitigation Type Starting Amount (Ac.) Additional Notes 3020106 Brackish Marsh Preservation 12.92 Do not debit. 3020106 Brackish Marsh Restoration 0.78 Mitigation Type Debit Amount Status Site TIP Action ID# NOTES Brackish Marsh Restoration 0.03 Close Out B-4722B Action ID# will be entered once the permit is received. (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 ) B- 4 7 2 2 B Co u n t y ( i e s ) : CA R T E R E T Page 1of 2 Pr o j e c t T y p e : D a t e : 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 : CO M M E R C I A L S H E L L F I S H N U R S E R Y 0. 6 7 2 M I L E S 14 , 6 0 0 A D T 2. 1 0 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 E x 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 . M i l e s o r f e e t ) : Bu f f e r R u l e s i n E f f e c t Pr o j e c t D e s c r i p t i o n fe c a l c o l i f o r m t u r b i d i t y Ye s Pr i m a r y N u r s e r y A r e a s De s i g n a t e d S h e l l f i s h H a r v e s t i n g A r e a s NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n f o r P r i m a r y R e c e i v i n g W a t e r 30 3 ( d ) I m p a i r m e n t s : Ri v e r B a s i n ( s ) : Pr i m a r y R e c e i v i n g W a t e r : Cl a s s S A Ot h e r S t r e a m C l a s s i f i c a t i o n : CH R I S T O P H E R R . L E W I S Ci t y / T o w n : (9 1 9 ) 7 0 7 - 6 7 1 4 10 2 0 B I R C H R I D G E R D . Ad d r e s s : BE A U F O R T (9 1 9 ) 7 0 7 - 6 7 0 7 CA R T E R E T ac. Ge n e r a l P r o j e c t N a r r a t i v e : TH E P R O P O S E D R E P L A C E M E N T O F B R I D G E N O . 3 3 O V E R T H E N O R T H R I V E R I N C A R T E R E T C O U N T Y W I L L B E R E A L I G N E D T O T H E N O R T H O F T H E E X I S T I N G BR I D G E . A P P R O X I M A T E L Y 4 2 , 0 0 0 S F O F E X I S T I N G C A US E W A Y W I L L B E R E M O V E D A T T H E R E Q U E S T O F RE G U L A T O R Y A G E N C I E S . S H E E T P I L E I S B E I NG UT I L I Z E D O N T H E N O R T H E R N S I D E O F T H E C A U S E W A Y D U E T O I N S T A B I L I T Y O F B E D M A T E R A I L S W H I C H A L S O A L L O W S F O R M I N I M I Z A T I O N O F I M P A C T S TO TH E S U R R O U N D I N G W E T L A N D S A N D J U R I S D I C T I O N A L S T R E A M I M P A C T S . NO T E : A L T H O U G H G R A S S S W A L E S A R E N O T R E Q U I R E D , D I T C H E S W E R E DE S I G N E D T O M E E T G R A S S S W A L E C R I T E R I A O N T H E R E M A I N D E R O F T H E EX I S T I N G C A U S E W A Y S T O T R E A T A L L R U N O F F A N D P R O M O T E I N F I L T R A T I O N A T TH E R E Q U E S T O F R E G U L A T O R Y A G E N C I E S . T H E G R A D E O F T H E P R O P O S E D B R I D G E W A S D E S I G N E D S U C H T H A T D E C K D R A I N S A R E N O T R E Q U I R E D . 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 10,600 ADT 6. 7 0 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 PA U L A T K I N S O N , P E BR I D G E R E P L A C E M E N T 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 : 10 2 0 B I R C H R I D G E R D . RA L E I G H , N C 2 7 6 1 0 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 . : B- 4 7 2 2 B Co n t r a c t o r / D e s i g n e r : PA T K I N S O N @ N C D O T . G O V WH I T E O A K 21 - 3 5 - 1 CR L E W I S 2 @ N C D O T . G O V TW O 1 2 F T . T R A V E L L A N E S W I T H 4 F T . P A V E D S H O U L D E R S 2 4 F T . P A V E M E N T W I D T H W I T H 2 F T . G R A S S 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 : Hi g h Q u a l i t y W a t e r s ( H Q W ) Pr i m a r y : NO R T H R I V E R VICINITY MAPNOT TO SCALE PROJECT BEGIN PROJECT END -L- STA. 31+00.00 BEGIN TIP PROJECT B- 4 7 2 2 B - L - S T A . 6 6 + 5 0 . 0 0 E N D T I P P R O J E C T B - 4 7 2 2 B TOT A L L E N G T H O F T I P P R O J E C T B - 4 7 2 2 B = 0 . 6 7 2 M I L E S LEN G T H S T R U C T U R E T I P P R O J E C T B - 4 7 2 2 B = 0 . 2 5 6 M I L E S LEN G T H R O A D W A Y T I P P R O J E C T B - 4 7 2 2 B = 0 . 4 1 6 M I L E S TOBEAUFORT T O B E T T I E S U S A N C . L A N C A S T E R , P E G A R Y R . L O V E R I N G , P E C A R T E R E T C O U N T Y B R I D G E N O . 3 3 O V E R T H E N O R T H R I V E R O N U S 7 0 G R A D I N G , P A V I N G , D R A I N A G E , A N D S T R U C T U R E 2550100502550100505102010DHVDTV======10,60014,6001055 460 %%MPH ADTADT20152035 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S *(TTST 1% + DUAL 3%)STATEWIDE TIER RURAL ARTERIAL FUNC CLASS =%*000PROFILE (HORIZONTAL) 3 8 4 9 6 . 1 . 1 P E B R N H S - 0 0 7 0 ( 8 4 ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R L O C A T I O N : T Y P E O F W O R K : 09/08/99 B - 4 7 2 2 B D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000 See Sheet 1-B For Conventional Symbols See Sheet 1-A For Index of Sheets$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CON TRACT:TIP PROJECT:B-4722B ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA R O A D W A Y D E S I G N E N G I N E E R - L - A P R I L 3 0 , 2 0 1 3 A P R I L 2 1 , 2 0 1 5 N O R T H R I V E R T H I S P R O J E C T I S N O T W I T H I N A N Y M U N I C I P A L B O U N D A R I E S . B R N H S - 0 0 7 0 ( 8 4 ) 3 8 4 9 6 . 2 . 1 R / W & U T I L . -L- STA. 40+99.04 BEGIN BRIDGE - L - S T A . 5 4 + 5 0 . 9 6 E N D B R I D G E TO THE LIMITS ESTABLISHED BY ME T H O D I I I . CLEARING ON THIS PROJECT SHALL B E P E R F O R M E D B R I D G E N O . 3 3 U S 7 0 US 70 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h , N C 2 7 6 1 0 S H E E T 1 O F 1 1 P E R M I T D R A W I N G W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T R:\Hydraulics\PERM ITS_Environm ental\Drawings\1-B4722B_Rdy_tsh.dgncrlewis26/17/2014 5 6 4 GRAU 350 GRAU 350 GRAU 350 G R A U 3 5 0 Pop. 3,888 BettieO tw a y Straits 7070 7 0 1299 130313031480147914271427142814261304 121211701170 14681464 11641167 1166116511681675167617231674167311651238144514351466 13 2 6 13 3 1 1329 13 2 8 13 2 7 13 3 1 13 3 1 1324 13 2 5 13 2 5 1462 1458143214331431 1430 1429 14491434130113021472 1 3 3 5 1335133513411471145414371436134013331339 1333 133 3 1 3 3 2 1332 13 3 4 14 4 0 13 4 3 13 4 2 14601174 1300132313221312131014121459116916311446123112301644123212461455148314841481 Gilliken Creek 101CedarSt.Live OakSt.Beaufortand CreekCreek WardCreekNorthLeopardCreekSouthLeopardCreekTurnerCreekGibbsCreekNorthRiverNorth RiverMarsh 1489 13 3 5 7070Beaufort101 NSRS 2007 NAD 83 / WETLAND DENOTES FILL INFFSSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY S I T E 1 1 " = 1 0 0 ’ 0 ’ 1 0 0 ’ 1 0 0 ’ D E T A I L C C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) ( T O B E R E T A I N E D ) EX . C A U S E W A Y - L - S T A . 4 0 + 8 0 T O 4 4 + 0 5 R T . RE M O V E E X . C A U S E W A Y T O G E O T E X T I L E N A T U R A L B E D E L E V A T I O N W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P E X . R O A D W A Y S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y S H E E T 2 O F 1 1 P E R M I T D R A W I N G T E M P . W O R K B R I D G E SEE E N L A R G E M E N T S H E E T 4 R E M O V E P A V E M E N T P E R M A N E N T S H E E T P I L E P E R M A N E N T S H E E T P I L E G R A S S E D S W A L E D A T A S E E D E T A I L A S P E C I A L C U T d = 0 . 7 F T . d = 0 . 7 F T . V = 1 . 1 F P S V = 1 . 2 F P S A C T U A L L E N G T H = 4 6 4 F T . R E Q U I R E D L E N G T H = 6 1 F T . L O N G I T U D N A L = 0 . 3 % S L O P E : F R O N T = 4 : 1 B A C K = 4 : 1 Q = ( 0 . 5 8 ) ( 7 . 0 6 ) ( 0 . 6 1 ) = 2 . 5 C F S Q = C I A = ( 0 . 5 8 ) ( 5 . 4 2 ) ( 0 . 6 1 ) = 1 . 9 C F S D A = 0 . 6 1 A C R E S C = 0 . 5 8 - L - S T A . 3 3 + 8 6 T O 3 8 + 5 0 R T . 2 22 1 0 1 01 0 G R A S S E D S W A L E D A T A S E E D E T A I L B L A T E R A L ’ V ’ S E E D E T A I L A S P E C I A L C U T 2 22 1 0 1 0 1 0 d = 1 . 1 F T . d = 1 . 2 F T . V = 1 . 5 F P S V = 1 . 6 F P S A C T U A L L E N G T H = 2 3 6 F T . R E Q U I R E D L E N G T H = 9 2 F T . L O N G I T U D N A L = 0 . 3 % S L O P E : F R O N T = 4 : 1 B A C K = 4 : 1 Q = ( 0 . 7 9 ) ( 7 . 0 6 ) ( 0 . 9 2 ) + 2 . 5 = 8 . 0 C F S Q = C I A = ( 0 . 7 9 ) ( 5 . 4 2 ) ( 0 . 9 2 ) + 1 . 9 = 6 . 0 C F S A C R E S C = 0 . 7 9 A D D I T I O N A L D A T O B E T R E A T E D = 0 . 9 2 T O T A L D A = 1 . 5 3 A C R E S - L - S T A . 3 8 + 5 0 T O 4 0 + 8 6 R T . HCHCCLEARINGDENOTES HAND W A T E R I M P A C T S P E R M A N E N T S U R F A C E R:\Hydraulics\PERM ITS_Environm ental\Drawings\2-B4722B_Hyd_prm _wet_PSH_4.dgncrlewis26/17/2014 D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S E D S W A L E 4:1 G r o u n d N a t u r a l D E T A I L A S l o p e D i t c h F r o n t M i n . D = 1 F T . 4:1 - L - S T A . 3 3 + 8 6 T O 4 0 + 5 0 R T . 15" RCP-IV 1 5 " R C P - I V 15" RCP-IV 1 5 " R C P - I V 15" 2 G I 2 G I 2 G I 2 G I S E E D E T A I L C A P P R O X . 1 2 , 8 0 0 C Y E X C A V A T I O N C A U S E W A Y R E M O V A L S E E D E T A I L B G R A S S E D S W A L E LA T E R A L ’ V ’ W / P S R M S E E D E T A I L A G R A S S E D S W A L E S P E C I A L C U T 3:1 ( N o t t o S c a l e ) 4:1 4:1 D b 1 " / F t . L w w w - L - S T A . 4 0 + 5 0 T O 4 0 + 8 6 R T . G r o u n d N a t u r a l Se e Roa dw a y p rofile s Prop. d itch g ra de P R O F I L E V I E W D E T A I L B G R A S S E D S W A L E w / P S R M P L A N V I E W S L O P E F I L L PS R M T U C K A L L S I D E S P S R M w / 1 ’ D I T C H G R A D E E N D O F P R O P O S E D L = 3 . 5 F T . w = 5 F T . b = 5 F T . M i n . D = 1 . 5 F T . B L 1 L 1 = 7 . 5 F T . B = 1 0 F T . L 1 G r o u n d N a t u r a l E L E V . 3 . 6 6 F T . E L E V . 4 . 8 F T . 2 G I D E T A I L C C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) ( T O B E R E T A I N E D ) EX . C A U S E W A Y - L - S T A . 4 0 + 8 0 T O 4 4 + 0 5 R T . RE M O V E E X . C A U S E W A Y T O G E O T E X T I L E N A T U R A L B E D E L E V A T I O N W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P E X . R O A D W A Y S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y U S 7 0 2 4 ’ B S T J O H N R . F U L C H E R J R . R I P R A P R I P R A P R I P R A P R I P R A P SCRUB SCRUB - B L - 3 - B L - 4 -BL- 2 PAMCAR FARMS LLCJANET FULCHER B R I D G E # 3 3 E X I S T I N G P O W E R T R A N S M I S S I O N L I N E E A S E M E N T 30+00 3 5 + 0 0 4 0 + 0 0 M ATCH LIN E SEE SHEET 5 -L- STA. 44+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 4 7 2 2 B $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S N O T E S NAD 83 / NSRS 2007 TYPE-IIITYPE-III T Y P E - I I I T Y P E - I I I 025 02 01 24’4’4’ 6’24’6’ 6’24’6’BEGIN BRIDG E BEGIN APPROACH SL A B E N D B R I D G E E N D A P P R O A C H S L A B SKETCH OF PA V E M E N T / B R I D G E R E L A T I O N S H I P N O T T O S C A L E 1 ) F O R - L - P R O F I L E , S E E S H E E T 7 P A V E M E N T R E M O V A L 025025025025 025 24’4’4’-L- STA. 40+75.04 LT END SBG-L- STA. 40+75.04 RT END SBG-L- STA. 40+ 9 9 . 0 4 -L- STA. 40+75.04 - L - S T A . 5 4 + 7 4 . 9 6 - L - S T A . 5 4 + 7 4 . 9 6 L T B E G I N S B G - L - S T A . 5 4 + 7 4 . 9 6 R T B E G I N S B G - L - S T A . 5 4 + 5 0 . 9 6 1 2 T E M P . W O R K B R I D G E C C C C FFFFF C C C C C C C C D E T A I L C C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) ( T O B E R E T A I N E D ) EX . C A U S E W A Y - L - S T A . 4 0 + 8 0 T O 4 4 + 0 5 R T . RE M O V E E X . C A U S E W A Y T O G E O T E X T I L E N A T U R A L B E D E L E V A T I O N W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P E X . R O A D W A Y S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y T E M P . W O R K B R I D G E WETLAND DENOTES FILL INFFSSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY S I T E 1 1 " = 1 0 0 ’ 0 ’ 1 0 0 ’ 1 0 0 ’ S H E E T 3 O F 1 1 P E R M I T D R A W I N G SEE E N L A R G E M E N T S H E E T 4 R E M O V E P A V E M E N T P E R M A N E N T S H E E T P I L E P E R M A N E N T S H E E T P I L E G R A S S E D S W A L E D A T A S E E D E T A I L A S P E C I A L C U T d = 0 . 7 F T . d = 0 . 7 F T . V = 1 . 1 F P S V = 1 . 2 F P S A C T U A L L E N G T H = 4 6 4 F T . R E Q U I R E D L E N G T H = 6 1 F T . L O N G I T U D N A L = 0 . 3 % S L O P E : F R O N T = 4 : 1 B A C K = 4 : 1 Q = ( 0 . 5 8 ) ( 7 . 0 6 ) ( 0 . 6 1 ) = 2 . 5 C F S Q = C I A = ( 0 . 5 8 ) ( 5 . 4 2 ) ( 0 . 6 1 ) = 1 . 9 C F S D A = 0 . 6 1 A C R E S C = 0 . 5 8 - L - S T A . 3 3 + 8 6 T O 3 8 + 5 0 R T . 2 22 1 0 1 01 0 G R A S S E D S W A L E D A T A S E E D E T A I L B L A T E R A L ’ V ’ S E E D E T A I L A S P E C I A L C U T 2 22 1 0 1 0 1 0 d = 1 . 1 F T . d = 1 . 2 F T . V = 1 . 5 F P S V = 1 . 6 F P S A C T U A L L E N G T H = 2 3 6 F T . R E Q U I R E D L E N G T H = 9 2 F T . L O N G I T U D N A L = 0 . 3 % S L O P E : F R O N T = 4 : 1 B A C K = 4 : 1 Q = ( 0 . 7 9 ) ( 7 . 0 6 ) ( 0 . 9 2 ) + 2 . 5 = 8 . 0 C F S Q = C I A = ( 0 . 7 9 ) ( 5 . 4 2 ) ( 0 . 9 2 ) + 1 . 9 = 6 . 0 C F S A C R E S C = 0 . 7 9 A D D I T I O N A L D A T O B E T R E A T E D = 0 . 9 2 T O T A L D A = 1 . 5 3 A C R E S - L - S T A . 3 8 + 5 0 T O 4 0 + 8 6 R T . HCHCCLEARINGDENOTES HAND W A T E R I M P A C T S P E R M A N E N T S U R F A C E R:\Hydraulics\PERM ITS_Environm ental\Drawings\3-B4722B_Hyd_prm _wet_PSH_4_CO NTO URS.dgncrlewis26/17/2014 D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S E D S W A L E 4:1 G r o u n d N a t u r a l D E T A I L A S l o p e D i t c h F r o n t M i n . D = 1 F T . 4:1 - L - S T A . 3 3 + 8 6 T O 4 0 + 5 0 R T . 15" RCP-IV 1 5 " R C P - I V 15" RCP-IV 1 5 " R C P - I V 15" 2 G I 2 G I 2 G I 2 G I S E E D E T A I L C A P P R O X . 1 2 , 8 0 0 C Y E X C A V A T I O N C A U S E W A Y R E M O V A L S E E D E T A I L B G R A S S E D S W A L E LA T E R A L ’ V ’ W / P S R M S E E D E T A I L A G R A S S E D S W A L E S P E C I A L C U T 3:1 ( N o t t o S c a l e ) 4:1 4:1 D b 1 " / F t . L w w w - L - S T A . 4 0 + 5 0 T O 4 0 + 8 6 R T . G r o u n d N a t u r a l Se e Roa dw a y p rofile s Prop. d itch g ra de P R O F I L E V I E W D E T A I L B G R A S S E D S W A L E w / P S R M P L A N V I E W S L O P E F I L L PS R M T U C K A L L S I D E S P S R M w / 1 ’ D I T C H G R A D E E N D O F P R O P O S E D L = 3 . 5 F T . w = 5 F T . b = 5 F T . M i n . D = 1 . 5 F T . B L 1 L 1 = 7 . 5 F T . B = 1 0 F T . L 1 G r o u n d N a t u r a l E L E V . 3 . 6 6 F T . E L E V . 4 . 8 F T . 2 G I D E T A I L C C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) ( T O B E R E T A I N E D ) EX . C A U S E W A Y - L - S T A . 4 0 + 8 0 T O 4 4 + 0 5 R T . RE M O V E E X . C A U S E W A Y T O G E O T E X T I L E N A T U R A L B E D E L E V A T I O N W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P E X . R O A D W A Y S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y U S 7 0 2 4 ’ B S T J O H N R . F U L C H E R J R . R I P R A P R I P R A P R I P R A P R I P R A P SCRUB SCRUB - B L - 3 - B L - 4 -BL- 2 PAMCAR FARMS LLCJANET FULCHER B R I D G E # 3 3 E X I S T I N G P O W E R T R A N S M I S S I O N L I N E E A S E M E N T - 5. 0 -5.0 -4 .5 -4.5 -4.0 - 4 .0 - 4 . 0 - 4 . 0 -4 .0 -3.5 -3.5 - 3. 5 - 3 . 5 - 3 . 5 - 3 . 5 - 3 . 5 - 3 .5 - 3. 5 - 3.5 -3.5 - 3 .5 -3.5 -3 .5 -3 .5 - 3 . 0 - 3 .0 - 3. 0 -3 .0 - 3 .0 - 3 .0 -3 .0 -3.0 - 3 . 0 - 3 . 0 - 3 . 0 - 3 . 0 -3.0-3.0-3.0 - 3. 0 -3.0 -2.5 - 2 .5 - 2 .5 - 2.5 - 2 .5 - 2 . 5 - 2 . 5 - 2 . 5 - 2 .5 - 2 . 5 -2.5-2.5-2.5 -2.5 -2.5 -2.0-2.0 - 2.0 -2.0 - 2 .0 - 2 . 0 - 2 . 0 -2.0 - 2 . 0 - 2 . 0 - 2 . 0 - 2 . 0 - 2 . 0 -2.0-2.0-2.0 -2.0 -2.0-2.0 -1.5-1.5-1.5 -1.5 -1.5 - 1 . 5 - 1 . 5 - 1 . 5 -1.5 - 1 . 5 -1.5 - 1 . 5 - 1.5 - 1.5 -1.5-1.5-1.5 -1.5 -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 -1.0-1.0 - 1.0 - 1.0 - 1.0 -0.5-0.5-0.5-0.5 -0 .5 - 0 . 5 - 0 . 5 - 0 .5 - 0 . 5 - 0 . 5 - 0 . 5 - 0 .5 - 0 .5 - 0 . 5 -0.5-0.5 0.00.00.00.00.00.0 0 .0 0 .0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.0 0.0 0 . 0 0 . 0 0 . 0 0 .0 0 . 0 0 .0 0 . 0 0 . 0 0.00.00.00.0 0.0 0.50.50.50.5 0 .5 0 . 5 0 . 5 0 . 5 0 . 5 0.5 0 . 5 0 . 5 0 . 5 0 . 5 0.50.5 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 1.0 1.5 1 . 5 1 . 5 1 . 5 1 . 5 1.51.5 1.51.51.51.5 1 . 5 1 . 5 1 . 5 1 . 5 1 . 5 1.5 1.5 1.5 2 .0 2 . 0 2 . 0 2 . 0 2 . 0 2.02.0 2.0 2.0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2.0 2.02.0 2.0 2 .0 2 .5 2 . 5 2 . 5 2 . 5 2 . 5 2.52.5 2.5 2.5 2 . 5 2 . 5 2 . 5 2 . 5 2 . 5 2.52.5 3 . 0 3 . 0 3 . 0 3 . 0 3 . 0 3.03.0 3.0 3 . 0 3 . 0 3 . 0 3 . 0 3 . 0 3.0 3 .5 3 . 5 3 . 5 3 . 5 3 . 5 3.53.5 3.5 3.5 3 . 5 3 . 5 3 . 5 3 . 5 3 . 5 3.5 3.5 4 . 0 4 . 0 4.04.0 4.0 4.0 4 . 0 4 . 0 4 . 0 4 . 0 4 .0 4 . 0 4 . 0 4 . 0 4 . 5 4 . 5 4.54.54.5 4 . 5 4 . 5 4 .5 4 . 5 4.5 4 . 5 4 . 5 4.5 5 . 0 5 . 0 5 . 0 5.05.05.05.05.0 5.05.05.0 5 . 0 5 .0 5 . 0 5 . 0 5 . 0 5.0 5 .0 5.0 5 . 0 5.0 5 . 0 5 . 0 5 . 0 5 . 0 5.05.0 5 . 5 5 . 5 5.55.55.5 5 . 5 5 . 5 5 . 5 5 .5 5 . 5 5.5 5 . 5 5 . 5 6 . 0 6 . 0 6.06.06.0 6 . 0 6 . 0 6 . 0 6 . 0 6 .0 6 . 0 6 . 0 6 . 0 6 .0 6 . 5 6 . 5 6.56.56.5 6 . 5 6.5 6 . 5 6 .5 6 . 5 6 .5 6 . 5 6 . 5 6 . 5 6 .5 7 . 0 7 .0 7 . 0 7 .0 7 . 0 7.07.07.07.0 7 . 0 7 . 0 7. 0 7 . 0 7 . 0 7 . 0 7 .0 7.0 7. 0 7 .0 7 .0 7 . 0 7 .0 7 .0 7.0 7 .0 7.57.5 7 . 5 7 . 5 7 .5 7 . 5 7 . 5 7 . 5 7.57.5 7 .5 7 .5 7 .5 7. 5 7 .5 7 .5 7 . 5 8.0 8 . 0 8 . 0 8 . 0 8 . 0 8 . 0 8 . 0 8.0 8 .08 .0 8 .0 8 .0 8 .0 8 .5 8.58.58.5 8.5 9 .0 9 .0 9.0 9 .0 9.0 9 .5 30+00 3 5 + 0 0 4 0 + 0 0 M ATCH LIN E SEE SHEET 5 -L- STA. 44+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 4 7 2 2 B $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S N O T E S NAD 83 / NSRS 2007 TYPE-IIITYPE-III T Y P E - I I I T Y P E - I I I 025 02 01 24’4’4’ 6’24’6’ 6’24’6’BEGIN BRIDG E BEGIN APPROACH SL A B E N D B R I D G E E N D A P P R O A C H S L A B SKETCH OF PA V E M E N T / B R I D G E R E L A T I O N S H I P N O T T O S C A L E 1 ) F O R - L - P R O F I L E , S E E S H E E T 7 P A V E M E N T R E M O V A L 025025025025 025 24’4’4’-L- STA. 40+75.04 LT END SBG-L- STA. 40+75.04 RT END SBG-L- STA. 40+ 9 9 . 0 4 -L- STA. 40+75.04 - L - S T A . 5 4 + 7 4 . 9 6 - L - S T A . 5 4 + 7 4 . 9 6 L T B E G I N S B G - L - S T A . 5 4 + 7 4 . 9 6 R T B E G I N S B G - L - S T A . 5 4 + 5 0 . 9 6 1 2 T E M P . W O R K B R I D G E C C C C FFFFF C C C C C C C C WETLA N D DENOTES F I L L I N FFSSSURFACE W A T E R DENOTES I M P A C T S I N T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y S I T E 1 0 ’ 5 0 ’ 5 0 ’ 1 " = 5 0 ’ H C H C C L E A R I N G D E N O T E S H A N D P L A N V I E W N C D O T D I V I S I O N O F H I G H W A Y S C A R T E R E T C O U N T Y P R O J E C T : 3 8 4 9 6 . 1 . 1 ( B - 4 7 2 2 B ) N O R T H R I V E R O N U S 7 0 B R I D G E N O . 3 3 O V E R B E A U F O R T - B E T T I E S H E E T 4 O F 1 1 6 / 1 7 / 1 4 103 1 0 4 U S 7 0 2 4 ’ B S T PAMCAR FARMS LLC1 C FF F C MHW=1.2’MLW=-1.9’M T L = - 0 . 4 ’ S H E E T 5 O F 1 1 P E R M I T D R A W I N G S H E E T P I L E T Y P I C A L 3 . 5 ’ K E Y - I N S E E D E T A I L C E X . C A U S E W A Y R E M O V A L BASE DISCHARGEOHW ELEVATION= 2.4 = 4/18/2012 = 3.1 = 21,000= = 8.0 = 100 = = 7.3 = 50 S E E D E T A I L E E L E V . O F 2 ’ E X C A V A T E T O T Y P I C A L 3 . 5 ’ K E Y - I N 2: 1 S H E E T P I L E 2:1 T E M P O R A R Y W O R K B R I D G E T E M P O R A R Y W O R K B R I D G E M A X . W O R K B R I D G E G R A D E = 6 % A B O V E M E A N H I G H W A T E R ) . C O N T R A C T O R . M I N . L O W C H O R D = 3 . 2 ’ ( 2 ’ F I N A L W O R K B R I D G E G R A D E T O B E S E T B Y BRIDGE HYDRAULIC DATADESIGN DISCHARGEDESIGN FREQUENCYDESIGN HW ELEVATIONBASE FREQUENCYBASE HW ELEVATIONOVERTOPPING DISCHARGEOVERTOPPING FREQUENCYOVERTOPPING ELEVATIONDATE OF SURVEYAT DATE OF SURVEY = CFSYRSFTCFSYRSFTCFSYRSFTFTFT E X C A V A T I O N R E M O V A L E X I S T I N G C A U S E W A Y R:\Hydraulics\PERM ITS_Environm ental\Drawings\5-B4722B_Hyd_prm _wet_NO RTH_RIVER_PRO FILE_1.dgncrlewis26/17/2014 31323334 3 5 3 6 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 -40 -30 -20 -10 0 1045464748 4 9 5 0 5 1 5 2 5 3 5 4 5 5 5 6 5 7 5 8 -40 -30 -20 -10 0 10 ELEV. = 8.01’-L- STA. 31+00.00 BEGIN GRADE - L - 20 30 5040 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0 2 0 3 0 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0 2 0 3 0 5 0 4 0 N O T E S - L - 1 ) F O R - L - P L A N V I E W , S E E S H E E T S 4 , 5 A N D 6 V = 6 0 M P H V = 60 M P H V = 6 0 M P H V = 60 MPH PI = 33+18.00EL = 9.38’(+)0.6284%(-)0.1735%VC = 240’K = 299 P I = 3 9 + 0 0 . 0 0 E L = 8 . 3 7 ’ ( - ) 0 . 1 7 3 5 % ( + ) 1 . 2 0 0 7 % V C = 3 0 0 ’ K = 2 1 8 14.63 PI = 47+ 8 2 . 0 0 EL = 18.9 6 ’ (+)1.2007%(-)1.200 0 % VC = 1,0 0 0 ’ K = 41714.63 P I = 5 7 + 4 2 . 0 0 E L = 7 . 4 4 ’ (- )1.2 0 0 0 % ( + ) 0 . 0 9 5 5 % V C = 3 0 0 ’ K = 2 3 2 7.58 ( + ) 0 . 6 0 0 0 % ( + ) 0 .3 0 0 0 % (-) 1.407 8 % ( - ) 0 .3 0 0 0 % ( + ) 0 .3 0 0 0 % ELEV. 6.43-L- STA. 33+86.07 (RT)BEGIN SPECIAL CUT DITCH ELEV. 5.53 -L- STA. 34+50.00 (RT) SPECIAL CUT DITCH ELEV. 3.52 -L- STA. 58+50.00 (RT) SPECIAL CUT DITCH ELEV. 3.66 -L- STA. 40+75.00 (RT) END LATERAL ’V’ DITCH ELEV. 3.73 -L- STA. 40+50.00 (RT) BEGIN LATERAL ’V’ DITCH END SPECIAL CUT DITCH ELEV. 2.32 -L- STA. 54+75.00 (RT) BEGIN LATERAL ’V’ DITCH ELEV. 2.47 -L- STA. 55+00.00 (RT) LATERAL ’V’ DITCH ELEV. 2.62 -L- STA. 55+50.00 (RT) BEGIN SPECIAL CUT DITCH END LATERAL ’V’ DITCH 2:1 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 5/28/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 7 B - 4 7 2 2 B $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$ - L - S T A . 4 0 + 9 9 . 0 4 B E G I N B R I D G E - L - S T A . 5 4 + 5 0 . 9 6 E N D B R I D G E $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 7 . 8 0 3. 9 5 : 1 4 :1 0 . 0 2 0 0 . 0 2 0 6 . 2 3 7 . 0 8 4: 1 4 :1 0 . 0 2 0 0 . 0 0 3 5 . 5 3 7 . 2 2 4: 1 4 :1 0 . 0 2 0 0 . 0 1 6 5 . 3 8 6 . 4 8 4 : 1 4 :1 0 . 0 3 4 0 . 0 3 4 5 . 2 3 4 . 0 0 4: 1 4 :1 0 .0 5 0 0 .0 5 0 5 . 0 8 1 . 2 3 4: 1 4 :1 0 .0 5 0 0 .0 5 0 4 . 9 3 W L B L I M I T S C L E A R I N G J S &W L B S H E E T 6 O F 1 1 P E R M I T D R A W I N G WETLAND IMPACTS SITE 1 00 1 0 1 0 2 0 2 0 3 0 3 0 4 0 4 0 5 0 5 0 6 0 60 7 0 70 8 0 80 9 0 90 1 0 0 100 1 1 0 110 1 2 0 120 1 3 0 130 1 4 0 140 1 5 0 150 1 0 2 00 1 0 2 00 1 0 2 00 1 0 2 00 1 0 2 00 1 0 2 00 00 1 0 1 0 2 0 2 0 3 0 3 0 4 0 4 0 5 0 5 0 6 0 60 7 0 70 8 0 80 9 0 90 1 0 0 100 1 1 0 110 1 2 0 120 1 3 0 130 1 4 0 140 1 5 0 150 5 1 0 X - 2 B - 4 7 2 2 B 10 200 10 200 10 200 10 200 10 200 10 200 3 4 + 0 0 . 0 0 3 4 + 5 0 . 0 0 3 5 + 0 0 . 0 0 3 5 + 5 0 . 0 0 3 6 + 0 0 . 0 0 3 6 + 5 0 . 0 0 - L - R:\Hydraulics\PERM ITS_Environm ental\Drawings\6-B4722B_Hyd_prm _wet_XSC_SITE_1.dgncrlewis26/17/2014 T E M P . W O R K B R I D G E T E M P . W O R K B R I D G E D E T A I L E C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) (T O B E R E T A I N E D ) E X . C A U S E W A Y - L - S T A . 5 3 + 6 2 T O 5 4 + 6 4 R T . E L E V A T I O N O F 2 F T . G E O T E X T I L E E X . R O A D W A Y RE M O V E E X . C A U S E W A Y T O W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y S H E E T 7 O F 1 1 P E R M I T D R A W I N G S I T E 1 1"=100’0’100’100’SSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY P E R M A N E N T S H E E T P I L E G R A S S E D S W A L E D A T A S E E D E T A I L D L A T E R A L ’ V ’ S E E D E T A I L F S P E C I A L C U T 2 22 1 0 1 0 1 0 d = 1 . 1 0 F T . d = 1 . 2 0 F T . V = 1 . 5 0 F P S V = 1 . 6 0 F P S A C T U A L L E N G T H = 7 5 F T . R E Q U I R E D L E N G T H = 6 7 F T . L O N G I T U D N A L = 0 . 3 % S L O P E : F R O N T = 4 : 1 B A C K = 3 : 1 Q = ( 0 . 8 5 ) ( 7 . 0 6 ) ( 0 . 6 7 ) + 3 . 9 = 8 . 0 C F S Q = C I A = ( 0 . 8 5 ) ( 5 . 4 2 ) ( 0 . 6 7 ) + 3 . 0 = 6 . 1 C F S A C R E S C = 0 . 8 5 A D D I T I O N A L D A T O B E T R E A T E D = 0 . 6 7 T O T A L D A = 1 . 6 9 A C R E S - L - S T A . 5 5 + 0 0 T O 5 5 + 7 5 R T . G R A S S E D S W A L E D A T A S E E D E T A I L D L A T E R A L ’ V ’ 2 22 1 0 1 0 1 0 d = 1 . 0 0 F T . d = 1 . 1 0 F T . V = 2 . 0 0 F P S V = 2 . 1 0 F P S A C T U A L L E N G T H = 5 8 F T . R E Q U I R E D L E N G T H = 3 F T . L O N G I T U D N A L = 0 . 6 % S L O P E : F R O N T = 4 : 1 B A C K = 3 : 1 Q = ( 0 . 3 ) ( 7 . 0 6 ) ( 0 . 0 3 ) + 8 . 0 = 8 . 0 C F S Q = C I A = ( 0 . 3 ) ( 5 . 4 2 ) ( 0 . 0 3 ) + 6 . 1 = 6 . 1 C F S A C R E S C = 0 . 3 A D D I T I O N A L D A T O B E T R E A T E D = 0 . 0 3 T O T A L D A = 1 . 7 2 A C R E S - L - S T A . 5 4 + 5 7 T O 5 5 + 0 0 R T . R:\Hydraulics\PERM ITS_Environm ental\Drawings\7-B4722B_Hyd_prm _wet_PSH_5.dgncrlewis26/17/2014 D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S E D S W A L E 4:1 G r o u n d N a t u r a l D E T A I L F S l o p e D i t c h F r o n t M i n . D = 1 F T . 3:1 - L - S T A . 5 5 + 5 0 T O 6 4 + 5 0 R T . 2 G I 2 G I 2 G I 2 G I 1 5 " R C P - I V R C P - I V 1 5 " S E E D E T A I L E A P P R O X . 1 , 2 5 0 C Y E X C A V A T I O N C A U S E W A Y R E M O V A L S E E D E T A I L D G R A S S E D S W A L E L A T E R A L ’ V ’ S E E D E T A I L F G R A S S E D S W A L E S P E C I A L C U T 3:1 ( N o t t o S c a l e ) 4:1 3:1 D b 1 " / F t . L w w w -L- S T A . 5 4 + 5 7 T O 5 5 + 5 0 R T . Ground NaturalSee Roadway p ro files Prop. ditch g ra d e PROFILE VIEW D E T A I L D GR A S S E D S W A L E w / P S R M PLAN VIEW S L O P E F I L L PS R M T U C K A L L S I D E S P S R M w / 1 ’ DITCH GRADE END OF PROPO S E D L=7.5FT.w=5FT.b=5FT.Min. D=1.5FT. B L 1 L 1 = 1 0 F T . B = 1 2 F T . L 1 G r o u n d N a t u r a l ELEV. 2.32 F T . E L E V . 4 . 8 F T . EL BELB RCP-IV 15" D E T A I L E C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) (T O B E R E T A I N E D ) E X . C A U S E W A Y - L - S T A . 5 3 + 6 2 T O 5 4 + 6 4 R T . E L E V A T I O N O F 2 F T . G E O T E X T I L E E X . R O A D W A Y RE M O V E E X . C A U S E W A Y T O W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y ELBO W S W / 2 15" 1 5 " B R I D G E # 3 3 11 0 G R . G R . ( T I D A L F L O W ) N O R T H R I V E R R I P R A P R I P R A P R I P R A P R I P R A P S I G N L E A S E S I G N L E A S E S I G N L E A S E S I G N L E A S E FO & TELE IN CONDUIT ALONG BOTH SIDES OF BRIDGE N O R T H C A R O L I N A S T A T E O F N O R T H C A R O L I N A S T A T E O F - B L - 5 U S 7 0 2 4 ’ B S T 45+00 5 0 + 0 0 5 5 + 0 0 M ATCH LIN E SEE SHEET 4 -L- STA. 44+00.00 M ATCH LINE SEE SHEET 6 -L- STA. 58+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 5 B - 4 7 2 2 B $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S N O T E S NAD 83 / NSRS 2007 1 ) F O R - L - P R O F I L E , S E E S H E E T 7 P A V E M E N T R E M O V A L 3 4 5 T E M P . W O R K B R I D G E T E M P . W O R K B R I D G E F C C C C C C C D E T A I L E C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) (T O B E R E T A I N E D ) E X . C A U S E W A Y - L - S T A . 5 3 + 6 2 T O 5 4 + 6 4 R T . E L E V A T I O N O F 2 F T . G E O T E X T I L E E X . R O A D W A Y RE M O V E E X . C A U S E W A Y T O W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y S I T E 1 S H E E T 8 O F 1 1 P E R M I T D R A W I N G SSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY 1"=100’0’100’100’ T E M P . W O R K B R I D G E T E M P . W O R K B R I D G E P E R M A N E N T S H E E T P I L E G R A S S E D S W A L E D A T A S E E D E T A I L D L A T E R A L ’ V ’ S E E D E T A I L F S P E C I A L C U T 2 22 1 0 1 0 1 0 d = 1 . 1 0 F T . d = 1 . 2 0 F T . V = 1 . 5 0 F P S V = 1 . 6 0 F P S A C T U A L L E N G T H = 7 5 F T . R E Q U I R E D L E N G T H = 6 7 F T . L O N G I T U D N A L = 0 . 3 % S L O P E : F R O N T = 4 : 1 B A C K = 3 : 1 Q = ( 0 . 8 5 ) ( 7 . 0 6 ) ( 0 . 6 7 ) + 3 . 9 = 8 . 0 C F S Q = C I A = ( 0 . 8 5 ) ( 5 . 4 2 ) ( 0 . 6 7 ) + 3 . 0 = 6 . 1 C F S A C R E S C = 0 . 8 5 A D D I T I O N A L D A T O B E T R E A T E D = 0 . 6 7 T O T A L D A = 1 . 6 9 A C R E S - L - S T A . 5 5 + 0 0 T O 5 5 + 7 5 R T . G R A S S E D S W A L E D A T A S E E D E T A I L D L A T E R A L ’ V ’ 2 22 1 0 1 0 1 0 d = 1 . 0 0 F T . d = 1 . 1 0 F T . V = 2 . 0 0 F P S V = 2 . 1 0 F P S A C T U A L L E N G T H = 5 8 F T . R E Q U I R E D L E N G T H = 3 F T . L O N G I T U D N A L = 0 . 6 % S L O P E : F R O N T = 4 : 1 B A C K = 3 : 1 Q = ( 0 . 3 ) ( 7 . 0 6 ) ( 0 . 0 3 ) + 8 . 0 = 8 . 0 C F S Q = C I A = ( 0 . 3 ) ( 5 . 4 2 ) ( 0 . 0 3 ) + 6 . 1 = 6 . 1 C F S A C R E S C = 0 . 3 A D D I T I O N A L D A T O B E T R E A T E D = 0 . 0 3 T O T A L D A = 1 . 7 2 A C R E S - L - S T A . 5 4 + 5 7 T O 5 5 + 0 0 R T . R:\Hydraulics\PERM ITS_Environm ental\Drawings\8-B4722B_Hyd_prm _wet_PSH_5_CO NTO URS.dgncrlewis26/17/2014 D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S E D S W A L E 4:1 G r o u n d N a t u r a l D E T A I L F S l o p e D i t c h F r o n t M i n . D = 1 F T . 3:1 - L - S T A . 5 5 + 5 0 T O 6 4 + 5 0 R T . 2 G I 2 G I 2 G I 2 G I 1 5 " R C P - I V R C P - I V 1 5 " S E E D E T A I L E A P P R O X . 1 , 2 5 0 C Y E X C A V A T I O N C A U S E W A Y R E M O V A L S E E D E T A I L D G R A S S E D S W A L E L A T E R A L ’ V ’ S E E D E T A I L F G R A S S E D S W A L E S P E C I A L C U T 3:1 ( N o t t o S c a l e ) 4:1 3:1 D b 1 " / F t . L w w w -L- S T A . 5 4 + 5 7 T O 5 5 + 5 0 R T . Ground NaturalSee Roadway p ro files Prop. ditch g ra d e PROFILE VIEW D E T A I L D GR A S S E D S W A L E w / P S R M PLAN VIEW S L O P E F I L L PS R M T U C K A L L S I D E S P S R M w / 1 ’ DITCH GRADE END OF PROPO S E D L=7.5FT.w=5FT.b=5FT.Min. D=1.5FT. B L 1 L 1 = 1 0 F T . B = 1 2 F T . L 1 G r o u n d N a t u r a l ELEV. 2.32 F T . E L E V . 4 . 8 F T . EL BELB RCP-IV 15" D E T A I L E C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) (T O B E R E T A I N E D ) E X . C A U S E W A Y - L - S T A . 5 3 + 6 2 T O 5 4 + 6 4 R T . E L E V A T I O N O F 2 F T . G E O T E X T I L E E X . R O A D W A Y RE M O V E E X . C A U S E W A Y T O W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y ELBO W S W / 2 15" 1 5 " B R I D G E # 3 3 11 0 G R . G R . ( T I D A L F L O W ) N O R T H R I V E R R I P R A P R I P R A P R I P R A P R I P R A P 220.01’ N1333’58"W S I G N L E A S E S I G N L E A S E S I G N L E A S E S I G N L E A S E A L O N G H I G H T I D E L I N E FO & TELE IN CONDUIT ALONG BOTH SIDES OF BRIDGE N O R T H C A R O L I N A S T A T E O F N O R T H C A R O L I N A S T A T E O F - B L - 5 U S 7 0 2 4 ’ B S T E X I S T I N G P O W E R T R A N S M I S S I O N L I N E E A S E M E N T -11.5 - 11.5 - 11.5 -11.0 -11.0 -11.0 -11.0 -11.0 - 1 0. 5 -10.5 -10.5 - 10 .5 -10.5 - 10 .0 -10.0 -10.0 -10.0-1 0 . 0-10.0 -10.0 - 1 0 . 0 -10.0 -10.0 -10.0 -9.5 -9.5 -9.5 - 9. 5 -9.5 -9.5 -9.0 -9 .0 -9.0 -9 .0 - 9. 0 -9.0 -9.0 - 8 .5 -8.5 -8.5 -8.5 -8 .5 -8.5-8.5 -8.5 -8 .5 -8.0 - 8 . 0 -8.0 -8.0 -8.0 -8.0 -8 .0 -8 .0 -8.0 -8.0 -8 .0 -7.5 -7.5 -7.5 - 7 . 5 -7.5 -7.5 -7 .5 -7.5-7.5 -7.5 -7.5 -7.0 -7.0 -7.0 - 7. 0 -7.0 -7.0 -7 .0 -7.0-7.0 -7.0 -7 .0 -7.0 -6 .5 -6.5 -6.5 - 6 .5 -6.5 -6.5 -6 .5 -6.5-6.5-6.5 -6.5 -6.5 -6.5-6.5 - 6 . 0 -6.0 -6.0 -6.0 -6.0 -6.0 -6 .0 -6.0-6.0-6.0-6.0-6.0 -6.0 -6.0 -6.0 -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 .0 -5 .0 -5 .0 -5.0 -5.0 - 5 . 0 -5.0 -5.0 - 5 . 0 -5.0 -5.0 - 5 .0 -5 .0 -5.0 -5.0 -5.0 -5.0 -5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0 -5.0 -5.0 -4 .5 - 4.5 -4 .5 -4.5 -4.5 - 4. 5 -4 .5 - 4. 5 -4 .5 -4.5 -4.5 -4.5-4.5-4.5-4.5-4.5-4.5 -4.5 -4 .0 - 4 .0 -4.0 - 4. 0 -4.0 -4 .0 -4.0 - 4 . 0 -4 .0 - 4 .0 -4 .0 -4 .0 -4.0 -4.0-4.0-4.0-4.0-4.0 -4 .0 -4 .0 -3 . 5 -3.5 -3.5 -3 .5 -3 .5 -3.5 - 3. 5 - 3 . 5 -3.5 -3 .5 - 3 .5 -3.5-3.5-3.5 -3 .5 -3.0 -3.0 -3.0 - 3 .0 -3.0 - 3. 0 - 3 .0 -3 .0 -3.0-3.0-3.0-3.0 - 3 . 0 -2.5 - 2. 5 - 2. 5 -2 .5 -2.5 -2.5 -2.5 - 2 . 5 -2.5 -2.5 - 2 .5 -2.5 - 2 . 0 - 2 .0 - 2. 0 -2.0 - 2 . 0 - 1. 5 -1.5 -1.5 -1.5 - 1.5 - 1 . 5 -1.5 - 1 . 0 -1.0 - 1.0 - 1.0 - 1 . 0 -1.0 - 0 . 5 - 0 .5 - 0 . 5 - 0.5 - 0 . 5 0 . 0 0 . 0 0 .0 0 . 0 0 .0 0. 0 0.0 0 . 0 0 . 0 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 1 . 0 1 . 0 1.0 1.0 1 . 0 1 . 5 1.5 1 . 5 1.5 1 . 5 2 . 0 2.0 2 . 0 2.0 2 . 0 2 . 5 2 . 5 2.5 2 .5 2 . 5 3 . 0 3.0 3 . 0 3.0 3 . 0 3 . 5 3.5 3.5 3 . 5 3 . 5 4 . 0 4.0 4.0 4 . 0 4 . 0 4 . 5 4 . 5 4.5 4 .5 4 . 5 4 .5 5 . 0 5 . 0 5. 0 5 . 0 5.0 5.0 5.0 5 . 0 5 . 0 5 .0 5 .0 5.5 5 . 5 5. 5 5 . 5 5 .5 5 .5 5 .56 . 0 6 . 0 6 . 0 6 . 0 6.0 6 .0 6 .0 6 .5 6 .5 6 . 5 6 . 5 6 .5 6 .5 6 . 5 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 5 7 . 5 7 . 5 8.0 8 .08.5 9 .0 9. 0 9 .0 9 .5 9 .5 45+00 5 0 + 0 0 5 5 + 0 0 M ATCH LIN E SEE SHEET 4 -L- STA. 44+00.00 M ATCH LINE SEE SHEET 6 -L- STA. 58+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 5 B - 4 7 2 2 B $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S N O T E S NAD 83 / NSRS 2007 1 ) F O R - L - P R O F I L E , S E E S H E E T 7 P A V E M E N T R E M O V A L 3 4 5 F C C C C C C C S H E E T 9 O F 1 1 P E R M I T D R A W I N G S I T E 1 SSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY 1"=100’0’100’100’ P E R M A N E N T S H E E T P I L E 2 22 1 0 1 01 0 d = 0 . 8 0 F T . d = 0 . 9 0 F T . V = 1 . 3 0 F P S V = 1 . 3 0 F P S A C T U A L L E N G T H = 8 7 5 F T . R E Q U I R E D L E N G T H = 1 0 2 F T . L O N G I T U D N A L = 0 . 3 % S L O P E : F R O N T = 4 : 1 B A C K = 3 : 1 Q = ( 0 . 5 4 ) ( 7 . 0 6 ) ( 1 . 0 2 ) = 3 . 9 C F S Q = C I A = ( 0 . 5 4 ) ( 5 . 4 2 ) ( 1 . 0 2 ) = 3 . 0 C F S D A = 1 . 0 2 A C R E S C = 0 . 5 4 - L - S T A . 5 5 + 7 5 T O 6 4 + 5 0 R T . G R A S S E D S W A L E D A T A S E E D E T A I L F S P E C I A L C U T R:\Hydraulics\PERM ITS_Environm ental\Drawings\9-B4722B_Hyd_prm _wet_PSH_6.dgncrlewis26/17/2014 D ( Not to Scale)SPECIAL CUT GRASSED SW A L E 4:1GroundNatural DETAIL F S l o p e D i t c h F r o n t Min. D = 1 F T . 3:1-L- STA. 55+50 TO 64+50 R T . S E E D E T A I L F G R A S S E D S W A L E S P E C I A L C U T 15" RCP 15 " R CP 15 " RCP 15 " RCP 1 5 " R C P R E T A I N RETAIN RETA IN RETAIN RETAIN T US 70 24’ BST G R . S OI L 12’ CONC 12 ’ CONC 9 ’ G R. 9’ GR. 1 2 ’ GR . 2 4 " WD R A IL 2 4 " WD R A IL 2 4 " WD R A IL 2 4 " WD P R IV A C Y 4 8 " CH L 1S B KD 1S F D 1S F D 1S B L KD 1S F D 8 ’ SO IL WD DO C K 2 S B KD S M E L V IN R A Y S U G G N A S IR K HA N , E T U X E IP E IP E IP E IP E I P E IP T H E O D O R E L A W R E N C E RIP RAP RIP RAP S I G N L E A S E S I G N L E A S E S I G N L E A S E B L E D S O E M IC H A E L A . 13’ BST OLD ROAD BED S C R UB E T U X F E R R E L L , D A N IE L B . E T U X F E R R E L L , D A N IE L B . POSTS D O C K P I L I N G S WD S E A WA L L S OIL -BL- 6 - B L - 7 N A N C Y D U R A N T P A U L A S T A P L E T O N L A U R E N S T R U S T J A R V IS E . WE E K S , E T U X F R A N K Y A R B O R O U G H , E T A L E U L A F . P IN N O , E T A L 60+00 6 5 + 0 0 7 0 + 00 M ATCH LINE SEE SHEET 5 -L- STA. 58+00.00REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 6 B - 4 7 2 2 B $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S N O T E S 1 ) F O R - L - P R O F I L E , S E E S H E E T S 7 A N D 8 NAD 83 / NSRS 2007 P A V E M E N T R E M O V A L 6 45 C C C F F F FF F C S I T E 1 SSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY S H E E T 1 0 O F 1 1 P E R M I T D R A W I N G 1"=100’0’100’100’ P E R M A N E N T S H E E T P I L E 2 22 1 0 1 01 0 d = 0 . 8 0 F T . d = 0 . 9 0 F T . V = 1 . 3 0 F P S V = 1 . 3 0 F P S A C T U A L L E N G T H = 8 7 5 F T . R E Q U I R E D L E N G T H = 1 0 2 F T . L O N G I T U D N A L = 0 . 3 % S L O P E : F R O N T = 4 : 1 B A C K = 3 : 1 Q = ( 0 . 5 4 ) ( 7 . 0 6 ) ( 1 . 0 2 ) = 3 . 9 C F S Q = C I A = ( 0 . 5 4 ) ( 5 . 4 2 ) ( 1 . 0 2 ) = 3 . 0 C F S D A = 1 . 0 2 A C R E S C = 0 . 5 4 - L - S T A . 5 5 + 7 5 T O 6 4 + 5 0 R T . G R A S S E D S W A L E D A T A S E E D E T A I L F S P E C I A L C U T R:\Hydraulics\PERM ITS_Environm ental\Drawings\10-B4722B_Hyd_prm _wet_PSH_6_CO NTO URS.dgncrlewis26/17/2014 D ( Not to Scale)SPECIAL CUT GRASSED SW A L E 4:1GroundNatural DETAIL F S l o p e D i t c h F r o n t Min. D = 1 F T . 3:1-L- STA. 55+50 TO 64+50 R T . S E E D E T A I L F G R A S S E D S W A L E S P E C I A L C U T 15" RCP 15 " R CP 15 " RCP 15 " RCP 1 5 " R C P R E T A I N RETAIN RETA IN RETAIN RETAIN T 112113 114 1 1 5 11 6 11 7 11 8 119 12 0 12 1 12 2 12 3 12 4 US 70 24’ BST G R . S OI L 12’ CONC 12 ’ CONC 9 ’ G R. 9’ GR. 1 2 ’ GR . 2 4 " WD R A IL 2 4 " WD R A IL 2 4 " WD R A IL 2 4 " WD P R IV A C Y 4 8 " CH L 1S B KD 1S F D 1S F D 1S B L KD 1S F D 8 ’ SO IL WD DO C K 2 S B KD S M E L V IN R A Y S U G G N A S IR K HA N , E T U X E IP E IP E IP E IP E I P E IP T H E O D O R E L A W R E N C E RIP RAP RIP RAP S I G N L E A S E S I G N L E A S E S I G N L E A S E B L E D S O E M IC H A E L A . 13’ BST OLD ROAD BED S C R UB E T U X F E R R E L L , D A N IE L B . E T U X F E R R E L L , D A N IE L B . POSTS D O C K P I L I N G S WD S E A WA L L S OIL -BL- 6 - B L - 7 N A N C Y D U R A N T P A U L A S T A P L E T O N L A U R E N S T R U S T J A R V IS E . WE E K S , E T U X F R A N K Y A R B O R O U G H , E T A L E U L A F . P IN N O , E T A L - 6 .0 -5.5 -5.0 -5.0 -4.5 -4.0 -4.0 -3.5 -3.5 -3.5 -3.0 -3.0 -3.0 -3.0 -2.5 -2.5 -2.5 -2.5 -2.5 -2.5 -2.5 -2.5 -2.5 -2.5 -2.5 -2.5 - 2.5 -2.5 - 2 .5 -2.0 - 2. 0 -2.0 -2.0 -2 .0 -2.0 - 2 . 0 - 2 .0 -2.0-2.0 -2.0-2.0 - 2. 0 -2 .0 -2.0 - 2 . 0 -2.0 - 2. 0 -2.0 - 2 . 0 - 2 .0 - 2. 0 - 2 .0 - 2 .0 - 2.0 -2.0 - 2. 0 - 2 .0 - 2 .0 -1.5 -1.5 -1.5 -1.5 -1.5 - 1 . 5 -1.5 -1.5-1.5 - 1.5 - 1.5 - 1. 5 - 1 . 5 - 1 . 5 - 1. 5 -1.5 - 1 . 5 -1.5 - 1. 5 - 1. 5 -1.5 -1.5 - 1.5 -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 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 - 1.0 - 1 . 0 -0.5 -0.5 -0.5 -0.5 -0 .5 - 0 . 5 -0.5-0.5 -0.5-0.5 - 0 . 5 - 0. 5 - 0 . 5 - 0 . 5 -0.5 -0.5 -0.5 -0 .5 - 0. 5 -0.5 -0.5 -0.5 -0 .5 - 0 . 5 -0.5 -0.5 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 0 .0 0 .0 0 .0 0 . 0 0 . 0 0.00.00.0 0.00.00.0 0 . 0 0 . 0 0.0 0 . 0 0 . 0 0.0 0 . 0 0.0 0 .0 0.0 0 .0 0.0 0 . 0 0 . 0 0.0 0.0 0.0 0.0 0 . 0 0.0 0. 0 0 .0 0 .0 0.0 0.5 0.5 0 .5 0 .5 0 . 5 0.50.5 0.50.5 0 . 5 0.5 0.5 0 .5 0. 5 0.5 0.5 0.5 0 .5 0. 5 0.5 0.5 1.0 1.0 1.0 1. 0 1.0 1. 0 1 . 0 1.0 1 . 0 1.01.01.0 1 . 0 1.0 1.0 1.0 1 . 0 1.0 1.0 1.0 1.5 1.5 1.5 1.5 1.5 1.5 1.51.5 1.51.5 1 . 5 1 . 5 1 . 5 1.5 1.5 1.5 1.5 1.5 1 .5 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0 2.0 2 . 0 2.0 2.02.0 2 . 0 2.0 2.0 2 . 0 2.0 2. 0 2.0 2.0 2 . 0 2.0 2 . 0 2 . 0 2.0 2.0 2.0 2.0 2 .0 2.5 2.5 2.5 2.5 2.5 2 .5 2 . 5 2.52.5 2.5 2 . 5 2. 5 2.5 2 . 5 2 . 5 2 .5 2. 5 2 . 5 2 . 5 2.5 2 .5 2.5 2 .5 2.5 2 .5 3.0 3.0 3 .0 3.0 3 . 0 3 .0 3 . 0 3.03.03.03.0 3 . 0 3.0 3 .0 3.0 3 .0 3 . 0 3.0 3.0 3 .0 3 .0 3.0 3 .0 3 .5 3.5 3.53.5 3 .5 3. 5 3 .5 3 . 5 3.5 3.53.5 3 . 5 3 . 5 3 .5 3 .5 3. 5 3.5 3 .5 3.5 3. 5 4.0 4 . 0 4.0 4 . 0 4. 0 4 . 0 4.0 4 .0 4 .04.0 4.0 4.0 4. 0 4.0 4 .0 4 . 0 4.0 4 . 0 4.0 4 .0 4 .0 4 .0 4.5 4 . 5 4 .5 4 . 5 4 . 5 4 . 5 4 .5 4 .5 4.5 4 .5 4.5 4.5 4.5 4.5 4 .5 4.54.5 4 .5 4 . 5 5.05.05.0 5 . 0 5 . 0 5 . 0 5.0 5 .0 5 .0 5 . 0 5.0 5.0 5 .0 5.0 5.0 5.0 5.0 5 .0 5 . 0 5.0 5 .0 5 . 0 5.0 5 .0 5. 0 5 . 0 5 . 0 5 . 0 5.05.05.05.0 5.0 5 .0 5.0 5. 0 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 5.55.5 5 .5 5.5 5 .5 6.06.0 6 . 0 6 .0 6 .0 6 .0 6 .0 6 .0 6 .0 6 . 0 6.06.0 6 .0 6.56.5 6 . 5 6 . 5 6 .5 6.5 6 .5 6 . 5 6 . 5 6 . 5 6.56.5 6 .5 7 . 0 7 .0 7 .0 7 . 0 7 . 0 7.0 7.07.0 7 . 0 7. 0 7 .0 7.0 7 . 5 7 .5 7 . 5 7 . 5 7 . 5 7.5 7.57.57.5 7 . 5 8.0 8 . 0 8 .0 8 .0 8 . 5 60+00 6 5 + 0 0 7 0 + 00 M ATCH LINE SEE SHEET 5 -L- STA. 58+00.00REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 6 B - 4 7 2 2 B $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S N O T E S 1 ) F O R - L - P R O F I L E , S E E S H E E T S 7 A N D 8 NAD 83 / NSRS 2007 P A V E M E N T R E M O V A L 6 45 C C C F F F FF F C Ha n d Existing Existing 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 S t 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 3 2 + 2 1 T O 6 3 + 4 5 L T 1 3 5 0 F T . B R I D G E 0 . 0 3 0 . 0 4 0 . 5 8 0 . 5 6 TO T A L S * : 0 . 0 3 0 . 0 4 0 . 5 8 0 . 5 6 0 0 0 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s NO T E S : Re v i s e d 2 0 1 3 1 0 2 4 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 WE T L A N D I M P A C T S S U R F A C E W A T E R I M P A C T S CARTERET COUNTY BRIDGE 33 ON US 70 OVER NORTH RIVER SHEET 11 OF 11 Al l w e t l a n d s a s s o c i a t e d w i t h t h i s p r o j e c t a r e C A M A w e t l a n d s . NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS B-4722B 3/17/14 B-4722B NEU Narrative Utility Owners: • Telephone: Century Link (contact: Mitch Averitte 252-247-4493) • Power: Duke Energy Progress Distribution (contact: Eddie Watkins 919-518-5248) General Utility Relocations: All utility lines inside the project limits will be adjusted as necessary to avoid conflict with the proposed bridge. Existing Utilities: • Telephone: Existing telephone located on both the north and south sides of US 70; both of these lines are in conflict with the proposed bridge and will need to be relocated. • Power: Existing distribution located on the south side of US 70; currently these lines are not in conflict with the proposed bridge, however we are having the poles scanned to make sure that they meet minimum height -clearances. We will reassess -the power and determine if it needs t be relocated once the poles have been scanned. Proposed Utilities: • Telephone: Existing telephone lines on both the north and south side of US 70 will be removed and relocated 5' inside the right-of-way line on the north side on US 70 by method of directional bore. At the bridge the telephone Tine will be attached to the bridge via the railing. See Steet 1-A For Index of Sleets See Sleet 1-8 For Conventional Symbols T.I.P. NO. SHEET NO. ind Narrative \B-9722B Ut_tah_UEI_psh.dgn PROJECT: B-4722B ATE OF NORTI-1 CAROLINA DIVISION OF HIGHWAYS NEU PERMIT PLANS CARTERET COUNTY LOCATION: BRIDGE NO. 33 OVER THE NORTH RIVER ON US 70 TYPE OF WORK: RELOCATION OF FIBER OPTIC CABL ' • �o N B-4722B 1 REVISION 7/10/14 Utility Permit Drawing Sheet 1 oL. - B LWO R7 BEGIN BRIDGE -L- STA. 40 + 99.04 NORTH RIVER BEGIN TIP PROJECT B-4722B -L- STA. 31 + 00.00 BRIDGE NO. 33 END BRIDGE -L- STA. 54 + 50.96 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. • • GRAPHIC SCALES 50 25 i0 50 100 PLANS 5,01111125 1 0 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) � !1 /j END TIP PROJECT B-4722B -L- STA. 66 + 50.00 TO�;� BETTIE �1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. INCOMPLETE PLANS DO NOT USR FOR R/IV ACQUISITION PRELIMINARY PLANS PO NOT OW FOR CONITRCCTION -_.... SHEET NO. 1 4 THRU 6 7 THRU 16 INDEX OF SHEETS DESCRIPTION TITLE SHEET PLAN SHEETS PROFILES UTILITY OWNERS ON PROJECT (A) DUKE PROGRESS (B) CENTURY LINK PREPARED IN THE OFFICE OF DIVISION OF HIGHWAYS UTILITIES UNIT UTILITIES ENGINEERING MSS MAIL SERVICES CENTER RALEIGH NC 17699-15SS PHONE (919) 707.6690 FAX (919) 210-4111 Roger Worthington, P.E. Corey Bousquer, P.E. Mariko Hafeez UTILITIES SECTION ENGINEER UTILITIES SQUAD LEADER PROJECT ENGINEER UTILITIES PROJECT DESIGNER PROP. 4" FIBER OPTIC CABLE (1) 35+00 BEGIN SHEET PILE WALL -L- STA. 3A+00.00 T.f.r.0 Ra 17 r .,.p INC a 0:1 PS TAPCR 7R' S IIs_�u4..,P oGl'.10401yE.. ill♦rl==rim--weril ili�� rE'Eil:ti — ra do -. C.L'11�ISI,.'•'�� • ��ii �E- - z'SO�.a,,,+••+L��,�-'g�!.�'o�t `r1iE•E�+Eiiu;TadP� �R11�dA.C6-+ tmema{�� E► i - vL�r •��C�ri�=mil. -" '.�11%� 1II �AS=�••�4►� v`♦� • I AS :'�� !�ii►�A�ifiv�.►. ► _ -a..+ . � �_� �N�� ..=r:�:::: Pa o REMOVE 1 -�: .... �__:�<_ _ :: DETAIL C CAUSEWAY REMOVAL (NOT To SCALD CROSS SECTION VIEW PROFILE VIEW -L- STA. 40+80 TO 44+05 RT. ATTACH FO TEL. CABLE TO THE BRIDGE 40+00 BEGIN SBG -L- STA. 39+50 LT. PROJECT REFERENCE NO. SHEET NO. B-4722B 4 OW SHEET NO ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELTMThTARY PLANS DO NOT B5H POR: ( ', (C-EIOS Utility Permit Drawing Sheet L of END SBG -L- STA. 40+75.04 LT SKETCH OF PAVEMENT/BRIDGE RELATIONSHIP BEGIN APPROACH SLAB -L- STA. 40+75,04 TYPE -III m TYPE -III END SBG -L- STA, 40-75.04 RT BEGIN BRIDGE -L- STA. 40+99.04 END APPROACH SLAB -L- STA. 54+74.96 BEGIN SBG -L- STA 54+74.96 L TYPE -III END BRIDGE -L- STA. 54+50.96 I//Ar WarAjWINg %IMRIiY A%//4 TYPE -III BEGIN SBG -L- STA. 54-74.96 RT NOT TO SCALE BEGIN TIP PROJECT B-4722B —L— POC Sta. 31 + 00.00 30+00 "w n pa50 i JANET FULCMF3! ,UGH WITF.R Mn, 06 249 PG 362 /PROPS-0 • `\NE 15/E Js- -L- PT Sta. 31+39.00 PI Ste 291-3923 = 16' 07' 567' (PT) 0 = 4 30' 00.5- L = 402.93' T = 20316' R = 127320' PI Sto 36+79.6/ A = 6' 02' 00.0' (PT) 0 = 2' 17' 30.6- L = 26325' T = 13175' R = 2,500D0' 1_J 15 PROPERTY LINE SPECIAL CUT GRASSED SWALE SEE DETAIL A RIP RAP `\ 130.09' . _BL_3 -L- PC Sra. 35+47.86 STA sB+4� RAT. 0 _/ � JOIN R. FULCIEeR JR. D8 407 PG 205 J8 --JS EXISTING POWER TRANSMISSION LINE EASEMENT -I PT Sta, 38+11.11 LATERAL 'V' W/PSRM GRASSED SWALE SEE DETAIL II 99.79J RT 158.00'RT END SHEET PILE WALL -1- STA. 41403,29 , '' ,:. ''''''' _ . 1.:„„._ __ li ► O E 4/10 HIGHGNA TER I6AR! ��'' CAUSEWAY REMOVAL APPROX.12,800 CY EXCAVATION SEE DETAIL C PROP. 40' RADIUS OF RIP RAP AROUND EXISTING POWER POLE -L- STA 33+86 TO 40+50 RT. DETAIL B GRASSED SWALE wPSRM INaro Sla.l I b 1 I:1N 3.10PT. L1.7.5Pi. Natural Ground Mln. D-1.5FT. b-SFT. w•SFT. L-].SET. PLAN VIEW PROFILE MEW !ND OP PROPOSED DITCH OMDE BLCV. 3.66PT. FILL SLOP' PSRM 5*5,5l Oraund !LEY. 4.8PT. PSSM NI' TUCK ALL SIDES -L- STA.40+50 TO 40-86 RT. 158.OQJRTI 5 -1 U I - NOTES 1) FOR -L- PROFILE, SEE SHEET 7 PROJECT REFERENCE NO. SHEET NO. B-4722B 5 MY SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER STA. 44 + 00.00 Narrative\B-4722B_Ut_(rdy sht5_UE(nes permit Sht5)_psh.dgr 0 c 0 a E 0 G Z 0, 0 m,A 'T r�LL -mz rV �U 45 + 00 E E E FO F. TELE IN CONDUIT ALONG BOTH SIDES OF BRIDGE -L- PI Sto 57+24.59 A = 3'15' 00.0' (RT) 0 = r 25' 56.6' L = 226.89' T = 113.48' R = 4.000.00' DETAIL D GRASSED SWALE w?SRM Not to Sao) I. S-ISTT. LI .10PT. LI RIVER EVISTUK PONER TRANSMISSION LINE EASEMENT Neural Gw.nd Mtn. D-1.5ET. b-SET. w- ITT. L-7.IFT. PLAN VIEW PROFILE VIEW ENO OF PROPOSED DITCH OWE Pm ILEV. S.SSFT. ALL SLOPE PSRM N.Wrn1 Groond ILIV. 4.IFT. PSRM w'1' TUCK All SIDES -L- STA.54+57 TO 55+50 RT. ATTACH FO TEL. CABLE TO THE BRIDGE 50+00 E E BM2 99.80' RT 115.00' RT. CAUSEWAY REMOVAL _APPROX.1,259 CY EXCAVATION SEE DETAIL E PROP. 40' RADIUS OF RIP RAP AROUND EXISTING POWER POLE SPECIAL CUT GRASSED SWALE ( No110 Soap) roun D-1 T. Front Di1ch Slope -L- STA. 55+50 TO 64+50 RT. PETAIL E CAUSEWAY REMOVAL NOT TO SCALE) CROSS SECTION VIEW PROFILE VIEW u1'..I T wovenaroe -L- STA 53+62 TO 54+64 RT. LEASE G SIGN r� LEASE O . SIGN Utility Permit Drawing Sheet 3 of I IP 55+00 BEGIN SHEET P -L- STA 54+4 -BL- 5 END SBG -L- STA. 555p+10 LT. 8:1 PS TAPER E 115.00' RT. LATERAL 'V' — GRASSED SWALE JS SEE DETAIL D END CONSTRUCTION -DR- POT Sra 11 + 00.00 0 PRELIMflJAR'Y' PLANS ) T}GLIQT USH P,UR;:(ANS'FILUC[iON �:- PROP. 4" FIBER OPTIC CABLE (2) PERRY BAYER SHELLFISH LEASE "877 -L- POC Sta. 57+59.94 SPECIAL CUT -- GR. GRASSED SWALE \ SEE DETAIL F RIP RAP WILBERT BRADLEY LAWERENCE SHELLFISH LEASE ^877 -DR- PC Sra,10+28,42 -DR- PI Sto /0+49.78 = 81' 0r /7.0' (RT) D = 229' 10' 592 L = 35.35' T = 2/.36' 1= 25.00' 0 S 9' /8' 32.0' E s 7r 42' 45.0' W DENOTES IMPACTS IN SURFACE WATER PAVEMENT REMOVAL NOTES 1) FOR -L- PROFILE, SEE SHEET 7 0 Ing\NEU`.Permit P1 N i¢'40'03' E 6 0.00' PERRY SAYER SHELLFISH LEASE 4877 PROP. 411 FIBER OPTIC CABLE (2) 60+00 -L- PT Sta. 58+38.01 13' 557- OLD ROAD BED — ALONG HON TIDE LINE JS RIP RAP JS 1S E EoSTu1G PO8:R TRANSNISSON LINE EASENDR e50.4 578114 WILBERT BRADLEY LAWERENCE SHELLFISH LEASE 4877 c POSTS -U O S LEIGNASE /ni / JEASE SIGN DETAIL F SPECIAL CUT GRASSED SWALE (Not to Scala( 7oun From Ditch Slop. Min. D-1 FT. -1- STA. 55-50 TO 64-50 RT. PI Sta 57+24.59 = 3' /5' COA' (RTJ 0=t25'56.6" L = 226.89' T = 113.48' R = 4,000.00 PI Sto 68+22.94 A = 16' 24' 03.3" (RT) 0 = 4 30' Ode L = 364.45' T 183.48' R = 127320' END TIP PROJECT B-4722B —L— POC Sta. 66 + 50.00 THEODORE LAWREFJCE OB 212 PG 458 0B 232 PG 151 65 +00 END SHEET PILE WALL -L- STA. 64+00,00o R MARK oNG ettlitMAttON n O + O 24. YID RAIL ) PAU.A STAPLETON LAURENS TRUS,T v DB 1221 PG 471 20 PG 1S DOCN PILINGS MB • 60 / CUT E 975j w wD / SEE EED TAILSWAL! JSO\ 198.6gf4p4<C / S8EAI / Sta. 66 9.46 6q, B3 2j5 66., `•e JARVIS E. WEEKS, ET ux OB 493 PG 10 MB 20 PG 60 PROJECT REFERENCE NO. 8-47228 kW SHEET NO ROADWAY DESIGN ENGINEER SHEET NO 6 HYDRAULICS ENGINEER PRET IMINARY PLANS: - Utility Permit Drawing Sheet�_of- Fl FRANK yoteoaoucri., ET AL OB 918 PG 766 M8 20 PG 60 / .3508i 9p 37 Y� p'0p'� � d Wm. o0 F t/ NOTES 1) FOR -L- PROFILE, SEE SHEETS 7 AND 8 m mom• uiuiimum• 1 PROJECT REFERENCE N0. SHEET N0. �I� �Iu�IIIWNII��IIIIIIv I�WnI�NIIIIIn�IIIIII�CDB .,"n9V�IIII��IIM�„7�nISI��IIII ,p� ""�°y CDB �" 100 u� ,o90 ��y ��VY WAU�V�Ind1II70 �i�I,IIIe,.,� ��i oiin � ..m..a1111111 APPROVED BY: 1111111 60 111 1 11 1 60 50 50 40 .1 11 11 11 11 40 30 20 1` 11"p' 11 30 20 cn -13 0 0- 0 CO `o o.. c. �C• 1.4.0, NY DY 70' OK .; 10 IIIIIIiIII,IIIIIIIIIII!I II ...u.H...■ ■..u.■...i...... 0 ■ ill i I - 10 -20 -30 -40 - 50 - 60 - 70 u N V i ni it i i 111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111 .III .....i .. III MIME! 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B-4722B 9 DESIGNED BY: DRAWN BY: MEH MEN CHECKED BY: COB APPROVED REVISED: BY: COB NORTH CAROLINA DEPARTMENT OF TRANSPORTATION UTILITIES ENCIIEERING SEC PHONE:1919)707-6690 FAX:1919)250-4151 1111 UTILITY CONSTRUCTION PLANS ONLY " "1 IIIIIIIII 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIll1111IIII11I1111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl11111111111111I1111Ii111llliii IIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111 11111111111111111111111111111111111111111111111 40 - 50 -60 -70 -80 0 -90 —100 „pI 4 1 11.1 111111 u� i • Ileiil 1111111II�II1:11111111i111III�I111II111111I�II1P1111IIIIIII II!11IIIIIIIIIIIIIIIII111111111111111111111111I111111111111111 llllllllllllllllllllllllllllllllillllllllli::111111n1111111111111111uu1:111hu111111111111II�1 IIIII 11111111111111111111111111111111111111111111 111111111111111111111111111111 I MIS ,rllll�,'1111 ? 11111111111 111111' 411111i111u11,11 PI�IM IIIIIg1111111111 Ili! 11:,111111111111111111111111111111011111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIII1 IllllllIIIIlllllllllllllllllll 1 udll 'llllll IIIPP:::l1:::11 :Ili '" 11 111111 11111111 111) '11 /Ill '11 If �" 1111111111 i117i um illllll111111111111111111111111i;;u.11111I....11111111111111111illlllllllllllllllllllll IIIIIIIIIIIIIIli11111111111111111111111111111::::1:::111111111111111111111111111111111::I 111111. ` u" ,/11:1111:1111:11 Illl 71r•i1 111111L'III9i III 11 '11' :11 It �Ir^ylllllllll 'Ilil 111� �1111111111111111111111111111111:1:11111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111Ii1111111111111111111111I:11Ii11111111iiilii11111111111111111111111111ii1111111111111111I11111111111111111111111111111111111111111111111110111111!;1111111111111111111111111111111111111111111I11111111111111111111111111111111111111111111 60 50 40 30 20 10 -10 - 20 -30 - 40 - 50 - 60 -70 - 80 - 90 - 100 - 110 ar 6+00 7+00 8+00 90 PROJECT REFERENCE NO. B-4722B DESIGNED BY: DRAWN BY: 11 CHECKED BY: CDB S HEET NO. 10 0 mEsmomm 80 70 60 50 40 30 20 10 - 10 - 20 -30 - 40 - 50 - 60 - 70 - 80 -90 100 - 110 Hmixmaal •):f7C.maHlrrTfnT7 DFI U I 1C.11..1111111111.1 IP.1 1 1117 ' APPROVED BY: CDB EM..VSEM. C1 aoH.. •.111 L.1.1 . REvISED: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION UTILITIES ENGINEERING SEC PHONE:I919)707-6690 FAX:(919)250-4151 UT LITY CONSTRUCTION PLANS ONLY •H..[' 119 .I ITEM �VL SI I\ I• A.I11 ►'•. �' I..AJ., 1. 1... M.1 I.I, / al n Oak I. 1 CU U • J..A.1.\.I I....I M.11.11.14L 1 .. I .I 1 I• I I,11 •I -VI r[ f. 7I..•.'7H.1::■..L LIIIII A •J.[ ............................. -.JL.. JL...L L.Ld...JL..1L...L-.....I...JL..JL...L..4.J4.JL.dL...1.. TION 60 50 40 30 20 10 iF --.C-7E7[__a[__[[_-_7.7.--7E=_[CA-■G-7...JL..7L..■6....7..-7[--7E...G.M.C.7M--7[-AaE..A.C.__7.-.J...7E...G...C-7■-- OMINO L 1.11►111.. II.I.1/AH..■../A.1.....11r1..1i. /..1I,1..111..11m 7. - ■' 11 .I 11 I1. /.JI ['I... 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B -4722 B DESIGNED BY: MEH DRAWN BY: MEH SHEET NO. 13 Cr, N O 80 70 60 50 40 30 20 10 - 10 -20 - 30 - 40 -50 - 60 -70 - 80 - 90 - 110 11111i11r,..I Ct II :1 II mar] IV; I', 1111I .A.Iit1WI - ...r ..l ..1.\np..l I I 1I, 1v .11 t tl _I I...Il ...1.I O...IIL'0 r 111i\iLL.. sac CHECKED BY: DB APPROVED BY: REVISED: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION UTILITIES ENGINEERING SEC PHONE:(9191707-6690 FAX:(9191250-4151 UTILITY CONSTRUCTION PLANS ONLY TWT I(UI Iiirlli��r, v01Lu 1.1 1J1[1E I i I TION 60 50 40 30 PPPPP I.I11IIIPi,l.III II \IL ILI..I..II aIIIIII A\ II■ '-L\.=]\!7I111._7L.J\_J..L:ILI.IL AL!II1.J_ 20 1.oeesae? eeoe.===MM.u..e11e..................lueee eee eeeoeeeoaeee.. I 2 I' ■[...1...lm•.p4.MMM.Mgl••.!•_.m•1[mm7. 7r■r [rL_7r••1l••mi. .....1._ 7■ •.P..!••./•M[•M7P9r.m...[!.....[P'1M 7[ 7r [C__[_77[7[1[_7[[7.G77[777[771[[C=_[C_7.__][__7[CC[C--[C-7[_C7[CC7[CC[[__IC_7[CC7l=_1[=_.C__.C_7.C77[771[7[[[[I I o"'. 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B-4722B DESIGNED BY: MEH DRAWN BY: MEH S HEET NO. 14 31NOMM 0 CP 80 70 60 50 40 30 20 10 - 10 - 20 - 30 - 40 - 50 -60 - 70 -80 -90 —100 Cat LL 0,1 •r NZ Y� CHECKED BY: I i I irl1•r17c^re111■rr„7H-.- /1.11Iii.I d11111111.1I31YIIII, APPROVED BY: IG JI.r..P.Sa.I ■I f]..nl. tII PL•i �•Vi�....Iit IIL.IP REVISED: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION UTILITIES ENGINEERING SEC PHONE:(919)707-6690 FAX:(919)250-4151 UT LITY CONSTRUCTION PLANS ONLY III•.•Iuuu..I..'.'IIlI,11...amI••II.1n •,l..r•.-, III• 'I 1•11. A..I11 e I im'v.u.14J.u.21 \1III I .1'IN.I l.\IIII uv..r.1.1MINol.I.I.1.TIILI..I L.II..■ I. I NI MIIll l''-TI.1" IL J...L7u.I►-un-:RI.1i'..''.1I. 1C= TION 60 50 40 30 20 10 MM ..W -.-..--,.--.r--.r--.r-n.-_].__J... ...& ■ 1 Z ■ ■ 10 ISOM 20 1 o l..1r.,11 •. I1. I.11..•1...1 .. ACM ..... . , ME i. \r.l■ y�...l i. I.I II 11...11.1...1...1....1.7...1.- I1�./ �.- 1..1. -'III L••,...•'.I...I1:..•',.... 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EC TE _r CALF J - 20 - 30 -40 - 50 60 - 70 - 80 - 90 F 0 e C a e - 50 -60 -70 - 80 - 90 - 100 -100 11+00 12 + 00 13+00 100 PROJECT REFERENCE NO. B-4722B DESIGNED BY: MEH DRAWN BY: MEH I1 I111. r. '7.I Aa:.l i . III :SPnTU1 C71LUil..acl11111'lI. U1•\1.1N1.1 .: CHECKED BY: S EET NO. 16 90 80 70 60 50 40 30 20 311121WEE2 10 - 10 - 20 - 30 - 40 -50 - 60 -70 - 80 -90 - 100 1I cr . T- ►.ti f..r.r.a.rc I11 r>1 APPROVED BY: REVISED: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION UTILITIES ENGINEERING SEC PHONE:(9191707-6690 FAX:(9191250-4151 UTILITY CONSTRUCTION PLANS ONLY ��r-r7■-r_---�r�n.i II.ErI'E■.I..LL'....'I AIM R/IMI I U.1■ ••i..r� �. -r• ru.l n..ovo�A I►.. n n n .•.a.' "T I ON 70 .....h Jub Mill ,■:...1..W-du V m.,..... 1M I.11...1 A arm, ;bail 60 50 40 30 20 ..i..........i.i 10 • 10 ■ -20 .17 �1/�■lp E.r.r..l.....r..l.....E..I..0 7/ rl All l... ■■.. _ '�i■�iii(�i ii■ro■..!ti 1\�1111r�►!I%EEEEO:;I•1= ,•%■\\M.11!!1➢. 1 p - 30 - 40 - 50 - 60 E 1 1 - 70 I,.■.- 'NMI 1 ..r MAMA 11 mowI 1 iii mr,. iiI MIL AEI AMEN. 1. E.. 11 :::. 11 .■■.- 1 Ei.l U.1 ... 1. 1 1 ..� .1 1 IL.... 1..1 �....••:::.I I I...r L...1 111►r INMI - 80 - 90 100 14+00 B hASI- 0 SC\ Utility Permit Drawing Sheet 0 4 444 e e r \tr. -4 4 k k4 _44 • V L I E Nei* "rre 747 A, ; 06" + 64.00 99.80' RT •._.• `,"DENOTES IMPACTS IN SURFACE WATER 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 Sta. 53+50.55 to L Sta. 54+22.71 Rip Rap 0.13 TOTALS: 0.13 Note: Utility Permit Drawing Sheet hi of /t, NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS Revised 8/1/13 ATN Revised 3/31/05 CARTERET COUNTY WBS - 38496.1.1 (B-4722B) SHEET 1 OF 1 3/19/2014 VICINITY MAPNOT TO SCALE PROJECT BEGIN PROJECT END -L- STA. 31+00.00 BEGIN TIP PROJECT B- 4 7 2 2 B - L - S T A . 6 6 + 5 0 . 0 0 E N D T I P P R O J E C T B - 4 7 2 2 B TOTA L L E N G T H O F T I P P R O J E C T B - 4 7 2 2 B = 0 . 6 7 2 M I L E S LENG T H S T R U C T U R E T I P P R O J E C T B - 4 7 2 2 B = 0 . 2 5 6 M I L E S LENG T H R O A D W A Y T I P P R O J E C T B - 4 7 2 2 B = 0 . 4 1 6 M I L E S TOBEAUFORT T O B E T T I E S U S A N C . L A N C A S T E R , P E G A R Y R . L O V E R I N G , P E C A R T E R E T C O U N T Y B R I D G E N O . 3 3 O V E R T H E N O R T H R I V E R O N U S 7 0 G R A D I N G , P A V I N G , D R A I N A G E , A N D S T R U C T U R E 2550100502550100505102010DHVDTV======10,60014,6001055 460 %%MPH ADTADT20152035 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S *(TTST 1% + DUAL 3%)STATEWIDE TIER RURAL ARTERIAL FUNC CLASS =%*000PROFILE (HORIZONTAL) 3 8 4 9 6 . 1 . 1 P E B R N H S - 0 0 7 0 ( 8 4 ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . D E S C R I P T I O N N O . T O T A L SH E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R L O C A T I O N : T Y P E O F W O R K : 09/08/99 B - 4 7 2 2 B D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000 See Sheet 1-B For Conventional Symbols See Sheet 1-A For Index of Sheets30-APR-2013 15:45R:\Roadw ay\Proj\B4722B_Rdy_tsh.dgn$$$$USERNAM E$$$$CONTRACT:TIP PROJECT:B-4722B ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA R O A D W A Y D E S I G N E N G I N E E R - L - A P R I L 3 0 , 2 0 1 3 A P R I L 2 1 , 2 0 1 5 N O R T H R I V E R T H I S P R O J E C T I S N O T W I T H I N A N Y M U N I C I P A L B O U N D A R I E S . B R N H S - 0 0 7 0 ( 8 4 ) 3 8 4 9 6 . 2 . 1 R / W & U T I L . -L- STA. 40+99.04 BEGIN BRIDGE - L - S T A . 5 4 + 5 0 . 9 6 E N D B R I D G E TO THE LIMITS ESTABLISHED BY MET H O D I I I . CLEARING ON THIS PROJECT SHALL BE P E R F O R M E D B R I D G E N O . 3 3 U S 7 0 US 70 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h , N C 2 7 6 1 0 5 6 4 GRAU 350 GRAU 350 G RAU 350 G R A U 3 5 0 Pop. 3,888 BettieO tw a y Straits 7070 7 0 Gilliken Creek 101CedarSt.Live OakSt.Beaufortand CreekCreek WardCreekNorthLeopardCreekSouthLeopardCreekTurnerCreekGibbsCreekNorthRiverNorth RiverMarsh 7070Beaufort101 NSRS 2007 NAD 83 / 1299 130313031480147914271427142814261304 121211701170 14681464 11641167 1166116511681675167617231674167311651238144514351466 13 2 6 13 3 1 1329 13 2 8 13 2 7 13 3 1 13 3 1 1324 13 2 5 13 2 5 1462 1458143214331431 1430 1429 14491434130113021472 1 3 3 5 1335133513411471145414371436134013331339 1333 1333 1 3 3 2 133213 3 4 14 4 0 13 4 3 13 4 2 14601174 13001323132213121310141214591169163114461231123016441232124614551483148414811489 13 3 5 Existing E d g e o f P a v e m e n t Existing C u r b Propose d S l o p e S t a k e s C u t Propose d S l o p e S t a k e s F i l l Existing M e t a l G u a r d r a i l Existing C a b l e G u i d e r a i l Propose d G u a r d r a i l Equality S y m b o l Paveme n t R e m o v a l Baseline C o n t r o l P o i n t RIGH T O F W A Y : Existing R i g h t o f W a y M a r k e r Existing R i g h t o f W a y L i n e h Existing C o n t r o l o f A c c e s s Propose d C o n t r o l o f A c c e s s Propose d R i g h t o f W a y L i n e CF Existing E a s e m e n t L i n e Propose 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 Propose d T e m p o r a r y D r a i n a g e E a s e m e n t Propose d P e r m a n e n t D r a i n a g e E a s e m e n t Propose d P e r m a n e n t U t i l i t y E a s e m e n t HYDROLOGY:Stream or Body of WaterHydro, Pool or ReservoirFlow ArrowDisappearing StreamSpring ; zvWKProposed Lateral, Tail, Head DitchFalse Sump Propose d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : ROAD S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R}T pQle]/b H - F r a m e P o l e O O P O W E R : T E L E P H O N E : T e l e p h o n e C e l l T o w e r R e c o r d e d U / G P o w e r L i n e R e c o r d e d U / G T e l e p h o n e C a b l e D e s i g n a t e d U / G T e l e p h o n e C a b l e ( S . U . E . * ) R e c o r d e d U / G T e l e p h o n e C o n d u i t D e s i g n a t e d U / G T e l e p h o n e C o n d u i t ( S . U . E . * ) R e c o r d e d U / G F i b e r O p t i c s C a b l e W A T E R : W a t e r M a n h o l e W a t e r M e t e r W a t e r V a l v e W a t e r H y d r a n t R e c o r d e d U / G W a t e r L i n e 4IHa T V : T V S a t e l l i t e D i s h T V P e d e s t a l T V T o w e r U / G T V C a b l e H a n d H o l e R e c o r d e d U / G T V C a b l e R e c o r d e d U / G F i b e r O p t i c C a b l e D e s i g n a t e d U / G F i b e r O p t i c C a b l e ( S . U . E . * ) r|I] G A S : G a s V a l v e G a s M e t e r R e c o r d e d U / G G a s L i n e n c S A N I T A R Y S E W E R : S a n i t a r y S e w e r M a n h o l e S a n i t a r y S e w e r C l e a n o u t U / G S a n i t a r y S e w e r L i n e R e c o r d e d S S F o r c e d M a i n L i n e D e s i g n a t e d S S F o r c e d M a i n L i n e ( S . U . E . * ) do A / G W a t e r A b o v e G r o u n d G a s L i n e A / G G a s A b o v e G r o u n d W a t e r L i n e A b o v e G r o u n d S a n i t a r y S e w e r A / G S a n i t a r y S e w e r M I S C E L L A N E O U S : U t i l i t y P o l e OFS3 U t i l i t y P o l e w i t h B a s e U t i l i t y L o c a t e d O b j e c t U t i l i t y T r a f f i c S i g n a l B o x U t i l i t y U n k n o w n U / G L i n e ? C O N C C O N C W W v v D r a i n a g e B o x : C a t c h B a s i n , D I o r J B S t o r m S e w e r S t o r m S e w e r M a n h o l e m U / G T a n k ; W a t e r , G a s , O i l A / G T a n k ; W a t e r , G a s , O i l BOUNDARIES AND PROPERTY:State LineCounty LineTownship LineCity LineReservation LineProperty LineExisting Iron PinProperty CornerProperty MonumentExisting Fence LineProposed Woven Wire FenceProposed Chain Link FenceProposed Barbed Wire Fence gF123Existing Wetland BoundaryProposed Wetland BoundaryExisting Endangered Animal BoundaryExisting Endangered Plant BoundaryBUILDINGS AND OTHER CULTURE:Area Outline Gas Pump Vent or U/G Tank CapChurchSchoolDamSignSmall Mine Well VMWWSxFoundationSBuildingyyVEGE T A T I O N : Single T r e e XY V i n e y a r d Single S h r u b HedgeWoods L i n e O r c h a r d V i n e y a r d RAILR O A D S : Standar d G a u g e RR Sign a l M i l e p o s t SwitchRR Aba n d o n e d RR Dism a n t l e d S FLOW D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) D e s i g n a t e d U / G W a t e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G T V C a b l e ( S . U . E . * ) D e s i g n a t e d U / G G a s L i n e ( S . U . E . * ) U / G T e s t H o l e ( S . U . E . * ) *S.U.E. = Subsurface Utility EngineeringWLBEIPBECM C O N C H W C B C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H Cemetery E X I S T I N G S T R U C T U R E S : Parcel / Sequence Number E A A T U R E n d o f I n f o r m a t i o n E . O . I . Note: Not to Scale S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 - B B - 4 7 2 2 B A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s WLBEABEPB RW RW RW CAET D E P D E P U E SPPTTT C T C T F O T F O WWT V T V T V F O T V F O GG S S F S S F S S ? U T L Jurisdictional StreamJS 04/16/11Buffer Zone 1Buffer Zone 2 BZ 1BZ 2Wetland Propose d P e r m a n e n t E a s e m e n t w i t h Iron P i n a n d C a p M a r k e r Propose d T e m p o r a r y U t i l i t y E a s e m e n t T U E Iron P i n a n d C a p M a r k e r Propose d R i g h t o f W a y L i n e w i t h D U E Propose d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t A U E Propose d A e r i a l U t i l i t y E a s e m e n t C R Propose d C u r b R a m p S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S CO N V E N T I O N A L P L A N S H E E T S Y M B O L S U n d e r g r o u n d S t o r a g e T a n k , A p p r o x . L o c . G e o e n v i r o n m e n t a l B o r i n g U S T Known Soil Contamination: Area or SitePotential Soil Contamination: Area or Site Concr e t e o r G r a n i t e R / W M a r k e r Propose d R i g h t o f W a y L i n e w i t h CA Concr e t e C / A M a r k e r Propose d C o n t r o l o f A c c e s s L i n e w i t h 1 2 ’ 1 2 ’ F D P S 4 ’ F D P S 4 ’ 1 2 ’ 1 2 ’ F D P S 4 ’ F D P S 4 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 3 ’ W / G R 1 0 ’ 1 3 ’ W / G R 1 0 ’ 1 3 ’ W / G R 1 0 ’ 1 3 ’ W / G R 1 0 ’ 1 2 ’ 6 ’ 6 ’ 3 6 ’ 3 8 ’ - 7 " F D P S 4 ’ " 21 1 ’ - 3 D D " 21 1 ’ - 3 D D 6 : 1 6 :1 G R A D E CL - L - CL - L - G R A D E P O I N T - L - S T A . 3 1 + 0 0 . 0 0 T O - L - S T A . 3 3 + 1 7 . 8 4 6 : 1 6 :1 CL - L - G R A D E P O I N T G R A D E T O T H I S L I N E G R A D E T O T H I S L I N E - L - S T A . 6 3 + 9 4 . 3 0 T O - L - S T A . 6 6 + 5 0 . 0 0 3: 1 3: 1 0 2 0 8 0 2 0 8 0 8 0 2 0 8 P O I N T G R O U N D O R I G I N A L G R O U N D O R I G I N A L D O N O T U S E F O R C O N S T R U C T I O N D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 B - 4 7 2 2 B P A V E M E N T D E S I G N 6/2/9930-APR-2013 15:45R:\Roadway\Proj\b4722b_rdy_typ.dgn$$$$USERNAME$$$$ 0 2 5 T Y P I C A L S E C T I O N N O . 4 A T T H E F O L L O W I N G L O C A T I O N S : U S E T Y P I C A L S E C T I O N N O . 2 A T T H E F O L L O W I N G L O C A T I O N : U S E T Y P I C A L S E C T I O N N O . 4 A T T H E F O L L O W I N G L O C A T I O N S : U S E T Y P I C A L S E C T I O N N O . 1 G R O U N D O R I G I N A L V A R . S E E X - S E C T I O N S V A R . S E E X - S E C T I O N S V A R . S E E X - S E C T I O N S 6 : 1 3: 1 V A R . S E E X - S E C T I O N S 6 : 1 3: 1 G R O U N D O R I G I N A L T T E 1 E 1 D 1 D 1 U U W W C 1 C 1 T T E 1 E 1 D 1 D 1 C 1 C 1 /// /// /// /// MIN.U E23"MIN.MIN.MIN.3"Detail Showing Method of Wedging C SURVEY LC2D2D1C1E2 FINAL PAVEMENT DESIGN T Y P I C A L S E C T I O N N O . 1 T Y P I C A L S E C T I O N N O . 2 GRADE TO THIS LINEGUTTER ON TOP OF SUBGRADE DETAIL SHOWING SHOULDER BERM C1D1E1 -L- STA. 54+74 TO -L- STA. 55+80 (RT)-L- STA. 54+74 TO -L- STA. 55+10 (LT)-L- STA. 38+47 TO -L- STA. 40+76 (RT)-L- STA. 39+50 TO -L- STA. 40+76 (LT) V A R . 1 0 ’ T E 1 6 ’ SHEET PILE W ALL PRO P. A T T H E F O L L O W I N G L O C A T I O N S : U S E T Y P I C A L S E C T I O N N O . 2 A T Y P I C A L S E C T I O N N O . 2 A MATCH LINE ’A’MATCH LINE ’A’ 0 2 5 - L - S T A . 3 3 + 1 7 . 8 4 T O - L - S T A . 4 0 + 9 9 . 0 4 ( B E G I N B R I D G E ) - L - S T A . 5 4 + 5 0 . 9 6 ( E N D B R I D G E ) T O - L - S T A . 6 3 + 9 4 . 3 0 - L - S T A . 3 4 + 0 0 . 0 0 T O - L - S T A . 4 0 + 9 9 . 0 4 ( B E G I N B R I D G E ) - L - S T A . 5 4 + 5 0 . 9 6 ( E N D B R I D G E ) T O - L - S T A . 6 4 + 0 0 . 0 0 - L - S T A . 4 0 + 9 9 . 0 4 ( B E G . B R I D G E ) T O - L - S T A . 5 4 + 5 0 . 9 6 ( E N D B R I D G E ) 6 : 1 6 :1 CL G R A D E P O I N T 3: 1 0 2 0 2 0 8 G R O U N D O R I G I N A L V A R . S E E X - S E C T I O N S V A R . S E E X - S E C T I O N S 6 : 1 3: 1 T T J T Y P I C A L S E C T I O N N O . 3 G R O U N D O R I G I N A L 1 5 ’ 2 ’ 2 ’ 0 8 - D R - S T A . 1 0 + 1 2 . 0 0 T O 1 1 + 0 0 . 0 0 - D R - A T T H E F O L L O W I N G L O C A T I O N : U S E T Y P I C A L S E C T I O N N O . 3 G R A D E T O T H I S L I N E " 21 9 " 21 9 6 " "219 " 21 9 "212"212 PAVEMENT SCHEDULEEARTH MATERIAL.NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.C1PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TOBE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.C2D1PROP. APPROX. 2" ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,D2GREATER THAN 4" IN DEPTH.TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2" IN DEPTH ORAT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E1PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TOTHAN 5" IN DEPTH.BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2SHOWING METHOD OF WEDGING)VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL TWEXISTING PAVEMENT.U J6" AGGREGRATE BASE COURSE. S l o p e D i t c h F r o n t S E E D E T A I L C A P P R O X . 1 2 , 8 0 0 C Y E X C A V A T I O N C A U S E W A Y R E M O V A L S E E D E T A I L B G R A S S E D S W A L E LA T E R A L ’ V ’ W / P S R M S E E D E T A I L A G R A S S E D S W A L E S P E C I A L C U T S L O P E F I L L PS R M T U C K A L L S I D E S P S R M w / 1 ’ D I T C H G R A D E E N D O F P R O P O S E D G r o u n d N a t u r a l E L E V . 3 . 6 6 F T . E L E V . 4 . 8 F T . R E M O V E E X . C A U S E W A Y T O G E O T E X T I L E N A T U R A L B E D E L E V A T I O N W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P E X . R O A D W A Y S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y M ATCH LIN E SEE SHEET 5 -L- STA. 44+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 4 7 2 2 B 30-APR-2013 16:14R:\Roadway\Proj\B4722B_Rdy_psh4.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S N O T E S TYPE-IIITYPE-III T Y P E - I I I T Y P E - I I I 025 02 01 24’4’4’ 6’24’6’ 6’24’6’BEGIN BRIDG E BEGIN APPROACH SL A B E N D B R I D G E E N D A P P R O A C H S L A B SKETCH OF PA V E M E N T / B R I D G E R E L A T I O N S H I P N O T T O S C A L E 1 ) F O R - L - P R O F I L E , S E E S H E E T 7 P A V E M E N T R E M O V A L 025025025025 025 24’4’4’-L- STA. 40+75.04 LT END SBG-L- STA. 40+75.04 RT END SBG-L- STA. 40+ 9 9 . 0 4 -L- STA. 40+75.04 - L - S T A . 5 4 + 7 4 . 9 6 - L - S T A . 5 4 + 7 4 . 9 6 L T B E G I N S B G - L - S T A . 5 4 + 7 4 . 9 6 R T B E G I N S B G - L - S T A . 5 4 + 5 0 . 9 6 U S 7 0 2 4 ’ B S T J O H N R . F U L C H E R J R . D B 4 0 7 P G 2 0 5 R I P R A P R I P R A P R I P R A P R I P R A P P R O P E R T Y L I N E A L O N G H I G H W A T E R M A R K P R O P E R T Y L I N E A L O N G H I G H W A T E R M A R K PROPERTY LINE ALONG HIGH WATER MARK PROPERTY LINE ALONG HIGH WATER MA R K PROPERTY LINE ALONG HIGH WATER MARK 45.00’ SCRUB SCRUB - B L - 3 - B L - 4 -BL- 2 PAMCAR FARMS LLCDB 860 PG 566JANET FULCHERDB 249 PG 362 13 0 . 0 9 ’ + 7 6 . 17 B R I D G E # 3 3 30+00 3 5 + 0 0 4 0 + 0 0 PI Sta 29+39.23DL = 402.93’T = 203.16’R = 1,273.20’PI Sta 36+79.61DL = 263.25’T = 131.75’R = 2,500.00’ 02 01 00 01 02 03 04 05 05 04 03 02 01 00 01 02 0605040302 0001020304080607050102EXIST. -L- PT Sta. 31+39.00 - L - P C S t a . 3 5 + 4 7 . 8 6 - L - P T S t a . 3 8 + 1 1 . 1 1 BEGIN TIP PROJECT B-4722B-L- POC Sta. 31+00.0027’INC. 2 7 ’ I N C . 2 7 ’ I N C . +66.11 +92.86 +16.0024’4’4’50’ TAPERLT. & RT. -L- - L - 24’4’4’ 24’6’6’ G R A U 3 5 0 GRAU 3 5 0 +92.79 +55.29 025 025 100’ EXIST. R/W B E G I N S H E E T P I L E W A L L - L - S T A . 3 4 + 0 0 . 0 0 - L - S T A . 3 9 + 5 0 L T . B E G I N S B G - L - S T A . 3 8 + 4 7 R T . B E G I N S B G 8 : 1 P S T A P E R 8 : 1 P S T A P E R - L - S T A . 4 1 + 0 3 . 2 9 E N D S H E E T P I L E W A L L D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S E D S W A L E 4:1 G r o u n d N a t u r a l D E T A I L A M i n . D = 1 F T . 4:1 - L - S T A . 3 3 + 8 6 T O 4 0 + 5 0 R T . 0 4 0 1 0 4 0 2 0 4 0 3 0 4 0 4 0 4 0 5 0 4 0 6 15" RCP-IV 1 5 " R C P - I V 15" RCP-IV 1 5 " R C P - I V 15" 2 G I 2 G I 2 G I 2 G I 2 G I 3:1 ( N o t t o S c a l e ) 4:1 4:1 D b 1 " / F t . L w w w - L - S T A . 4 0 + 5 0 T O 4 0 + 8 6 R T . G r o u n d N a t u r a l Se e Roa dw a y p ro file s Prop. d itch g ra d e P R O F I L E V I E W D E T A I L B G R A S S E D S W A L E w / P S R M P L A N V I E W L = 3 . 5 F T . w = 5 F T . b = 5 F T . M i n . D = 1 . 5 F T . B L 1 L 1 = 7 . 5 F T . B = 1 0 F T . L 1 2 G I G E O T E X T I L E E S T 7 S Y C L A S S B R I P R A P E S T 2 T O N D E T A I L C C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) ( T O B E R E T A I N E D ) EX . C A U S E W A Y - L - S T A . 4 0 + 8 0 T O 4 4 + 0 5 R T . 56.00’ LT . 40.00’ LT . +00.001 2 1 5 8 . 0 0 ’ R T + 8 2 . 0 0 4 0 . 0 0 ’ L T . + 4 7 . 8 6 40.00’ LT +3.34 EXIST. R/W56.00’ LT.46.87’ LT +30.00 1 5 8 . 0 0 ’ R T 9 9 . 7 8 ’ R T + 7 5 . 0 0 6 0 . 0 0 ’ L T . 4 0 . 0 0 ’ L T . + 1 1 . 1 1 C C C C FFFFF C C C C C C C C NAD 83 / NSRS 2007 S l o p e D i t c h F r o n t S E E D E T A I L E A P P R O X . 1 , 2 5 0 C Y E X C A V A T I O N C A U S E W A Y R E M O V A L S E E D E T A I L D G R A S S E D S W A L E L A T E R A L ’ V ’ S E E D E T A I L F G R A S S E D S W A L E S P E C I A L C U T S L O P E F I L L PS R M T U C K A L L S I D E S P S R M w / 1 ’ DITCH GRADE END OF PROP O S E D G r o u n d N a t u r a l ELEV. 2.3 2 F T . E L E V . 4 . 8 F T . E L E V A T I O N O F 2 F T . G E O T E X T I L E E X . R O A D W A Y RE M O V E E X . C A U S E W A Y T O W / 3 . 5 ’ K E Y - I N C L A S S I I R I P R A P S E E P L A N S F O R L I M I T S (T O B E R E M O V E D ) E X I S T I N G C A U S E W A Y M ATCH LIN E SEE SHEET 4 -L- STA. 44+00.00 M ATCH LINE SEE SHEET 6 -L- STA. 58+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 5 B - 4 7 2 2 B 30-APR-2013 15:26R:\Roadway\Proj\B4722B_Rdy_psh5.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S N O T E S 1 ) F O R - L - P R O F I L E , S E E S H E E T 7 P A V E M E N T R E M O V A L B R I D G E # 3 3 G R . G R . ( T I D A L F L O W ) N O R T H R I V E R R I P R A P R I P R A P R I P R A P R I P R A P 220.01’ N1333’58"W 450.00’ S I G N L E A S E S I G N L E A S E S I G N L E A S E S I G N L E A S E A L O N G H I G H T I D E L I N E FO & TELE IN CONDUIT ALONG BOTH SIDES OF BRIDGE N O R T H C A R O L I N A S T A T E O F N O R T H C A R O L I N A S T A T E O F - B L - 5 U S 7 0 2 4 ’ B S T B M 1 B M 2 P E R R Y B A Y E R S H E L L F IS H L E A S E # 8 7 7 S H E L L F IS H L E A S E # 8 7 7 W IL B E R T B R A D L E Y L A W E R E N C E 45+00 5 0 + 0 0 5 5 + 0 0 PI Sta 57+24.59DL = 226.89’T = 113.48’R = 4,000.00’ 04 03 01 00 01 02 2 7 ’ I N C . +60.50 025 025 - L - -L-24’6’6’ 24’4’4’ G R A U 3 5 0 +32.21 02 8 : 1 P S T A P E R 8 : 1 P S T A P E R - L - S T A . 5 5 + 1 0 L T . E N D S B G R 1 5 ’ R 1 5 ’ P I S t a 1 0 + 4 9 . 7 8 L = 3 5 . 3 5 ’ T = 2 1 . 3 6 ’ R = 2 5 . 0 0 ’ D - D R - 2 1 2 1 - D R - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O C S t a . 5 7 + 5 9 . 9 4 = - D R - P C S t a . 1 0 + 2 8 . 4 2 - D R - P T S t a . 1 0 + 6 3 . 7 7 - L - S T A . 5 5 + 8 0 R T . E N D S B G 15’ - D R - P O T S t a . 1 1 + 0 0 . 0 0 E N D C O N S T R U C T I O N - L - P C S t a . 5 6 + 1 1 . 1 1 - L- S TA . 5 4 + 4 6 . 7 1 B EG IN S H E ET P ILE W A LL D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S E D S W A L E 4:1 G r o u n d N a t u r a l D E T A I L F M i n . D = 1 F T . 3:1 - L - S T A . 5 5 + 5 0 T O 6 4 + 5 0 R T . 0 5 0 1 0 5 0 2 0 5 0 3 0 5 0 4 0 5 0 5 2 G I 2 G I 2 G I 2 G I 1 5 " R C P - I V R C P - I V 1 5 " 3:1 ( N o t t o S c a l e ) 4:1 3:1 D b 1 " / F t . L w w w -L- S T A . 5 4 + 5 7 T O 5 5 + 5 0 R T . Ground NaturalSee Roadway p ro files Prop. ditch g ra d e PROFILE VIEW D E T A I L D G R A S S E D S W A L E w / P S R M PLAN VIEW L=7.5FT.w=5FT.b=5FT.Min. D=1.5FT. B L 1 L 1 = 1 0 F T . B = 1 2 F T . L 1 EL BELB RCP-IV 15" D E T A I L E C A U S E W A Y R E M O V A L ( N O T T O S C A L E ) 2 . 0 ’ 2:1 C R O S S S E C T I O N V I E W P R O F I L E V I E W S H O W N F O R C L A R I T Y E X I S T I N G B R I D G E N O T S E E P L A N S F O R L I M I T S E X . C A U S E W A Y ( T O B E R E M O V E D ) (T O B E R E T A I N E D ) E X . C A U S E W A Y - L - S T A . 5 3 + 6 2 T O 5 4 + 6 4 R T . E T S 7 S Y G E O T E X T I L E E S T 2 T O N R I P R A P C L A S S B ELBO W S W / 2 15" 0 5 0 6 1 5 " 3 EXIST. R/W +12.00 4 5 1 1 5 . 0 0 ’ R T . 9 9 . 8 0 ’ R T + 5 2 . 0 0 1 1 5 . 0 0 ’ R T . 9 9 . 8 0 ’ R T + 6 4 . 0 0 6 0 . 0 0 ’ L T . 4 0 . 0 0 ’ L T . + 5 0 . 0 0 6 0 . 0 0 ’ L T . 4 0 . 0 0 ’ L T . + 1 1 . 1 1 F C C C C C C C NAD 83 / NSRS 2007 S l o p e D i t c h F r o n t S E E D E T A I L F G R A S S E D S W A L E S P E C I A L C U T M ATCH LINE SEE SHEET 5 -L- STA. 58+00.00REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 6 B - 4 7 2 2 B 30-APR-2013 15:26R:\Roadway\Proj\B4722B_Rdy_psh6.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S N O T E S 1 ) F O R - L - P R O F I L E , S E E S H E E T S 7 A N D 8 P A V E M E N T R E M O V A L T US 70 24’ BST G R . S OI L 12’ CONC 12 ’ CONC 9 ’ G R. 9’ GR. 1 2 ’ GR . 2 4 " WD R A IL 2 4 " WD R A IL 2 4 " WD R A IL 2 4 " WD P R IV A C Y 4 8 " CH L 1S B KD 1S F D 1S F D 1S B L KD 1S F D 8 ’ SO IL WD DO C K 2 S B KD S D B 5 3 7 P G 4 4 6 D B 11 18 P G 3 0 0 M E L V IN R A Y S U G G D B 9 3 6 P G 14 3 N A S IR K HA N , E T U X D B 10 9 9 P G 3 13 MB 15 P G 10 0 E IP E IP E IP E IP E I P E IP D B 2 3 2 P G 15 1 T H E O D O R E L A W R E N C E D B 2 12 P G 4 5 8 RIP RAP RIP RAP850.48’S7813’42"W 222.42’ N118’2"E 600.00’ 450.00’ S I G N L E A S E S I G N L E A S E S I G N L E A S E P R O P E R T Y L I N E A L O N G HI G H W A T E R M A R K P R O P E R T Y L I N E A L O N G 123.96’ 150 .00 ’ 17 9 .13 ’ 14 9. 9 3 ’ 5 0 .0 0 ’ 7 4 . 9 3 ’ 1 4 9 . 9 3 ’ 4 3 .5 0 ’ 4 0 .0 0 ’ 7 4 . 9 3 ’ 119 . 9 3 ’ B L E D S O E M IC H A E L A . 14 0 . 0 0 ’ 110 .0 0 ’ 2 0 3 . 0 0 ’ 1 0 2. 4 6 ’ 30.31’ 2 4 9. 2 4 ’ 69.69’ 90.34’ 83.66’ 41.23’ 19 3 .6 6 ’ 143 .96’ 174.77’ 19 8 .8 5 ’ 13’ BST OLD ROAD BED S C R UB 79.20’ 104.09’ 132.20’ HIGH WA T E R MA R K 90.29’ E T U X F E R R E L L , D A N IE L B . E T U X F E R R E L L , D A N IE L B . PG 2 5 4 D B 5 2 3 7 4. 9 3 ’ POSTS D O C K P I L I N G S ALONG HIGH TIDE LINE WD S E A WA L L S OIL -BL- 6 - B L - 7 PERRY BAYER SHELLFISH LEASE #877SHELLFISH LEASE #877 WILBERT BRADLEY LAWERENCE D B 3 6 7 P G 4 2 6 N A N C Y D U R A N T M B 2 0 P G 6 0 D B 12 2 1 P G 4 7 1 P A U L A S T A P L E T O N L A U R E N S T R U S T J A R V IS E . WE E K S , E T U X D B 4 9 3 P G 10 M B 2 0 P G 6 0 F R A N K Y A R B O R O U G H , E T A L D B 9 18 P G 7 6 6 M B 2 0 P G 6 0 E U L A F . P IN N O , E T A L D B 3 6 7 P G 4 2 5 50 .16’ +41.41 5 0 . 0 0 ’ + 4 1 . 4 7 4 9 . 5 4 ’ + 0 5 . 1 9 2 0 3 .4 1’ + 6 8 .2 6 60+00 6 5 + 0 0 7 0 + 00 PI Sta 68+22.94DL = 364.45’T = 183.48’R = 1,273.20’04030201000102 04 03 02 01 06 05 04 03 02 01 0002 EXIST. -L- PT Sta. 58+38.01 - L - P C S t a . 6 6 + 3 9 . 4 6 - L - P T S t a . 7 0 + 0 3 . 9 2 - L - P O C S t a . 6 6 + 5 0 . 0 0 E N D T I P P R O J E C T B - 4 7 2 2 B 27’INC. 2 7 ’ IN C . +61.00 +16.00 24’ 4’4’ LT. & RT. 5 0 ’ TA PER -L- PI Sta 57+24.59DL = 226.89’T = 113.48’R = 4,000.00’ -L-24’4’4’ G RAU 3 5 0 +94.71 100’ EXIST. R/W 100’ EXIST. R/W - L - S T A . 6 4 + 0 0 . 0 0 E N D S H E E T P I L E W A L L D ( Not to Scale)SPECIAL CUT GRASSED SW A L E 4:1GroundNatural DETAIL FMin. D = 1 F T . 3:1-L- STA. 55+50 TO 64+50 R T . 15" RCP 15 " RCP 15 " RCP 15 " RCP 1 5 " R C P R E T A I N RETAIN RETA IN RETAIN RETAIN 6 4540.00’ LT.+38.01 4 0 . 0 0 ’ L T . + 2 5 . 7 8 C C C F F F FF F C NAD 83 / NSRS 2007 S E E D E T A I L C E X . C A U S E W A Y R E M O V A L R E M O V A L F O R C A U S E W A Y C L . I I R I P R A P S H E E T P I L E R E M O V A L F O R C A U S E W A Y C L . I I R I P R A P S H E E T P I L E S E E D E T A I L E E L E V . O F 2 ’ E X C A V A T E T O 31323334 3 5 3 6 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 -40 -30 -20 -10 0 1045464748 4 9 5 0 5 1 5 2 5 3 5 4 5 5 5 6 5 7 5 8 -40 -30 -20 -10 0 10 ELEV. = 8.01’-L- STA. 31+00.00 BEGIN GRADE - L - 20 30 5040 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0 2 0 3 0 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0 2 0 3 0 5 0 4 0 N O T E S - L - 1 ) F O R - L - P L A N V I E W , S E E S H E E T S 4 , 5 A N D 6 V = 6 0 M P H V = 60 M P H V = 6 0 M P H V = 60 MPH PI = 33+18.00EL = 9.38’(+)0.6284%(-)0.1735%VC = 240’K = 299 P I = 3 9 + 0 0 . 0 0 E L = 8 . 3 7 ’ ( - ) 0 . 1 7 3 5 % ( + ) 1 . 2 0 0 7 % V C = 3 0 0 ’ K = 2 1 8 14.63 PI = 47+8 2 . 0 0 EL = 18.9 6 ’ (+)1.2007%(-)1.2000 % VC = 1,00 0 ’ K = 41714.63 P I = 5 7 + 4 2 . 0 0 E L = 7 . 4 4 ’ (- )1.2 0 0 0 % ( + ) 0 . 0 9 5 5 % V C = 3 0 0 ’ K = 2 3 2 7.58 ( + ) 0 . 6 0 0 0 % ( + ) 0 . 3 0 0 0 % (-) 1.4078 % ( - ) 0 .3 0 0 0 % ( + ) 0 . 3 0 0 0 % ELEV. 6.43-L- STA. 33+86.07 (RT)BEGIN SPECIAL CUT DITCH ELEV. 5.53 -L- STA. 34+50.00 (RT) SPECIAL CUT DITCH ELEV. 3.52 -L- STA. 58+50.00 (RT) SPECIAL CUT DITCH ELEV. 3.66 -L- STA. 40+75.00 (RT) END LATERAL ’V’ DITCH ELEV. 3.73 -L- STA. 40+50.00 (RT) BEGIN LATERAL ’V’ DITCH END SPECIAL CUT DITCH ELEV. 2.32 -L- STA. 54+75.00 (RT) BEGIN LATERAL ’V’ DITCH ELEV. 2.47 -L- STA. 55+00.00 (RT) LATERAL ’V’ DITCH ELEV. 2.62 -L- STA. 55+50.00 (RT) BEGIN SPECIAL CUT DITCH END LATERAL ’V’ DITCH T Y P I C A L 3 . 5 ’ K E Y - I N R I G H T D I T C H R I G H T D I T C H ELEV. = 9.30’ N 386940 E 2717976 -L- STA. 34+14.65 25.06’ RT BM# 1 NOS TIDAL BENCHMARK NO 1 1973 E X C A V A T I O N S K E W = 9 0 C L E L E V . = 1 5 . 9 6 ’ C L = - L - S T A . 4 7 + 7 5 . 0 0 1 5 @ 9 0 ’ 5 4 " P R E S T R E S S E D C O N C R E T E G I R D E R DESIGN DISCHARGEDESIGN FREQUENCY CFSYRSYRSBASE FREQUENCYOVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGECFS CFS YRSFTFTFTDESIGN HW ELEVATIONBASE HW ELEVATION BRIDGE HYDRAULIC DATAFTDATE OF SURVEYAT DATE OF SURVEYFT = = 50= 100= 21,000= 2.4 = 4/18/2012 = 3.1 = 8.0 = 7.3OHW ELEVATION = = BASE DISCHARGE 2:1 T Y P I C A L 3 . 5 ’ K E Y - I N 2: 1 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 5/28/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 7 B - 4 7 2 2 B 30-APR-2013 15:27R:\Roadway\Proj\B4722B_Rdy_pfl.dgn$$$$USERNAME$$$$ E X C A V A T I O N - L - S T A . 4 0 + 9 9 . 0 4 B E G I N B R I D G E - L - S T A . 5 4 + 5 0 . 9 6 E N D B R I D G E 59606162 6 3 6 4 6 5 6 6 6 7 6 8 6 9 7 0 -40 -30 -20 -10 0 10 20 30 5040 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0 2 0 3 0 N O T E S - L - D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 5/28/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 8 B - 4 7 2 2 B 30-APR-2013 15:27R:\Roadway\Proj\B4722B_Rdy_pfl.dgn$$$$USERNAME$$$$ E L E V . = 8 . 1 5 ’ - L - S T A . 6 6 + 5 0 . 0 0 E N D G R A D E V = 6 0 M P H 7.58 P I = 6 5 + 9 0 . 0 0 E L = 8 . 2 5 ’ ( + ) 0 . 0 9 5 5 % ( - ) 0 . 1 6 6 7 % V C = 1 2 0 ’ K = 4 5 8 1 ) F O R - L - P L A N V I E W , S E E S H E E T 6 (+) 0.3000% ELEV. 5.32 -L- STA. 64+50.00 (RT) END SPECIAL CUT DITCH R I G H T D I T C H ELEV. = 7.35’-DR- STA. 10+12.00 BEGIN GRADEELEV. 7.20’-DR- STA. 11+00.00 END GRADE(-)0.1749%1011 -20 -10 0 10 -DR--30-401213 20 30 40 50