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Home My WebLink About20130720 Ver 1_Application_20130712 S TATE OF N ORTH C AROLINA D EPARTMENT OF T RANSPORTATION P AT L. M C C RORY A NTHONY J. T ATA G OVERNOR S ECRETARY MAILING ADDRESS: NC D EPARTMENT O F T RANSPORTATION P ROJECT D EVELOPMENT AND E NVIRONMENTAL A NALYSIS 1598 M AIL S ERVICE C ENTER R ALEIGH NC 27699-1598 T ELEPHONE : 919-707-6000 FAX: 919-212-5785 W EBSITE :NCDOT .GOV LOCATION: C ENTURY C ENTER , B UILDING B 1020 B IRCH R IDGE D RIVE R ALEIGH NC 27610 July 10, 2013 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Loretta Beckwith NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 33 and 13 for the proposed replacement of Bridge No. 37 over H oyle’s Creek on SR 1314 in Lincoln County, Federal Aid Project N o. BRZ-1314(5), WBS 42323.1.1, Division 12, TIP No. B-5155. Dear Madam: The North Carolina Department of Transporta tion (NCDOT) proposes to replace Bridge No. 37 over Hoyle’s Creek on SR 1314 with a 71’ l ong, 42’x12’ bottomless reinforced concrete box culvert (RCBC) on the existing alignment. Traffic will be maintained during construction via an offsite detour. There will be 165 linear feet (0.09 ac) of temporar y stream impacts due to the installation of the bottomless RCBC using impervious dikes and 18 linear feet of stream bank stabilization at the outlet of a special cut ditch. Please see enclosed copies of the Pre-C onstruction Notification (PCN), stormwater management plan, permit drawings and design plans for the above-referenced project. The Programmatic Categorical Exclusion (PCE) wa s completed in March 2012 and distributed shortly thereafter. Additional copies are available upon request. 1 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: 13 33 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: Replacement of Bridge 37 over Hoyle’s Creek on SR 1314 2b. County: Lincoln 2c. Nearest municipality / town: Iron Station 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-5155 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) 707-6108 3g. Fax no.: (919) 212-5785 3h. Email address: ekcheely@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 2 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: 3 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: 35.43271 Longitude: - 81.17220 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 1.2 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Hoyle’s Creek 2b. Water Quality Classification of nearest receiving water: WS-IV 2c. River basin: Catawba 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: The land use within the vicinity of the project consists of about 45% forest land (including mixed hardwood forests), 20% developed or disturbed lands (roadsides and residential areas) and 35% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 200 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a structurally deficient (sufficiency rating of 20.3 of 100 and structural evaluation appraisal of 2 of 9) and functionally obselete (deck geometry appraisal of 2 out of 9) bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 51-foot two-span bridge wi th a 71' long, 42'x12' bottomless reinforced concrete box culvert (RCBC) on the existing alignment with an off-site detour. 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: Only perennial streams, no prior JD needed 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): Kris Dramby 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. 4 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 Yes No Corps DWQ Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ 2g . Total wetland impacts 0 Permanent 0 Temporary 2h. Comments: No wetlands within construction limits 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 Bank Stabilization Hoyle’s Creek PER INT Corps DWQ 30 18 Site 1 P T Impervious dikes Hoyle’s Creek PER INT Corps DWQ 30 86 (0.04 ac) Site 1 P T Culvert (RCBC) Hoyle’s Creek PER INT Corps DWQ 30 79 (0.05 ac) Site 2 P T PER INT Corps DWQ Site 3 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 18 Perm 165 Temp (0.09 ac Temp) 3i. Comments: Replace bridge with 71’ long bottomless 42’ x 12’ RCBC. Bank stabilization proposed at outlet of special cut ditch in northwest quadrant. Temporary impervious dikes will be used to protect the stream channel during construction of the bottomless culvert. Additional temporary impacts are associated with the installation of the RCBC. 5 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 O2 P T O3 P T O4 P T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: No open water within construction limits. 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 Excavated Flooded Filled Excav ated 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: 6 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: This project is not located within a protected buffer area. 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed RCBC will be bottomless, preserving the natural streambed at the crossing. Water will not discharge directly into the creek at the crossing. A stabilized, lined ditch is proposed to carry runoff, which will replace the existin g highly eroded ditch. Class II riprap bank stabilization will be provided at the confluence of the new ditch and Hoyle’s Creek to prevent erosion. The drainage area for the existing crossing is only 5.75 square miles and the proposed culvert has been designed such that the slope, low flow velocities and low flow channel designs are consistent with the existing stream. 1b. Specifically describe measures taken to avoid or mi nimize the proposed impacts through construction techniques. Traffic will be maintained off-site during construction. Te mporary impervious dikes will protect the existing streambed and bank during construction of the RCBC. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving stream due to erosion and runoff. 2. Compensatory Mitigation for Impacts to Wate rs 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: No loss of waters of U.S. 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: 0 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the 18 linear feet of stream bank stabilization activities or the 165 linear feet (0.09 ac) of temporary stream impacts. None of t hese impacts require fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. and are not subject to compensatory mitigation. Furthermore, the proposed bank stabilization activities are necessary to prevent erosion and sedimentation, i.e. preventing bank destabilization and minimizing impacts to the environment. 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. 8 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 th e 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: 9 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: If required from 1a, see attached buffer permit drawings. 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. 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 10 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: Programmatic Categorical Exclusion (PCE) approved 3/5/12 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 disposit ion (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable (Version 1.2; Released July 2012) 42323.1.1/B-5155 County(ies):Lincoln Page 1 of 4 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Supplemental: None Primary: Hoyle Creek Catawba 11-129-15-(1) mark.kamprath@aecom.com Catawba NCDWQ Stream Index No.: Project/TIP No.: NCDOT Contact: Project No.:42323.1.1/B-5155 Contractor / Designer: mclawson@ncdot.gov Raleigh, NC 27610 General Project Information Address: 3/20/2013 AECOM 1020 Birch Ridge Road 701 Corporate Center Drive, Suite 475 Raleigh, NC 27607 North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Marshall Clawson, P.E. Bridge Replacement ac.0.16 ac. Other Stream Classification: Mark Kamprath, P.E. City/Town: 919-854-6232 Hydraulics Unit Address: Iron Station 919-707-6713 Lincoln No None NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Water Supply IV (WS-IV) Buffer Rules in Effect Project Description None Surrounding Land Use: Pastures and Wooded, Rural 0.133 mile 0.16 Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): Design/Future:Existing: 10' Travel Lanes, 3' Grass Shoulders, and 7' Grass Shoulders with Guard Rail. Side Slopes varies 2:1 to 4:1 10' Travel Lanes, 3' Grass Shoulders. Side Slopes varies 2:1 to 4:1 ac. General Project Narrative:SEE PAGE 2 FOR GENERAL PROJECT NARRATIVE. Typical Cross Section Description: References 0.16 Average Daily Traffic (veh/hr/day): ac.0.16 Project Built-Upon Area (ac.) North Carolina Department of Transportation Highway Stormwater program STORMWATER MANAGEMENT PLAN For Linear Roadway Projects TIP # B-5155 Project Type: Bridge Replacement County: Lincoln General Project Narrative: The project consists of replacing Bridge # 37 on SR 1314 (Will Schronce Road) over Hoyle Creek with a 42' x 12' Con-Span or 42’ x 12’ Crownspan and approximately 325' of approach work on either side of the structure. The inlet and out banks of the structure will be stabilized with Class II Rip Rap. The project also includes approximately 52 feet of Class B Rip Rap Toe Protection from Sta. 13+75 to Sta. 14+07 RT, about 85 feet of Class B Rip Rap in a Standard 2’ Base Ditch from Sta. 14+40 to Sta. 15+25 Rt, and 125 feet of Class B Rip Rap in a Special Cut “V” Ditch from Sta. 15+25 to Sta. 16+50 Rt. Surface water impacts permanent is 0.002 ac. and temporary is 0.09 ac. Best Mgmt. Practices: -Promotion of sheet flow and infiltration with grassed shoulders and swales. It is our belief that the stormwater design of the B-5155 project has minimized impacts to the maximum extent practical. Several options were explored during design to provide treatment of storm water runoff prior to discharge. A detail list of alternatives and reasons why they were not employed are provided below. 1. Grass Swale – Steep grades caused high velocities thus grass swale criteria was unable to be met. 2. Level Spreader – This option was not feasible due to steep ditch grades and topography. 3. Preformed Scour Hole – No flat areas to construct preformed scour hole. Rip rap lined ditch will provide some degree of treatment even with steep grades. 4. Permanent Ditch Check – Due to steep ditch grades several ditch checks would be required to provide non-erosive velocities. Use of ditch checks could result of standing water in the ditch. For the above reasons the following design option was chosen. 5. Provide stabilized ditch to carry runoff from roadside ditch to stream. Existing ditch observed to be eroded and dumping water down creek banks into stream. In order to protect culvert wingwalls from ditch erosion the proposed design uses lined ditch. Class II Rip Rap has been provided at ditch outlet to provide stream bank stabilization. Driveway pipe discharges into stream bank stabilization to minimize bank erosion. The proposed ditch and pipe will reduce bank erosion from existing conditions. (Version 1.2; Released July 2012) 42323.1.1/B-5155 County(ies):Lincoln Page 2 of 4 Sheet No. Station (From / To) Feature Impacted Water / Wetland / Buffer Type Receiving Surface Water Name NRTR Map ID NCDWQ Stream Index NCDWQ Surface Water Classification 303(d) Impairments Type of Impact Existing SCM 14+05 14+63 N/A WS-IV Surface Water Impacts Hoyle Creek 4 Perennial None Proposed SCM N/A N/A North Carolina Department of Transportation Highway Stormwater Program 11-129-15-(1)Stabilization Project/TIP No.: Project Environmental Summary Stream STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Description of Minimization of Impacts or Mitigation All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. * List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. References (Version 1.2; Released July 2012) 42323.1.1/B-5155 County(ies):Lincoln Page 3 of 4 Sheet No. Station (From / To) Stream Crossing Station Base Width (ft) Front Slope (H:V) Back Slope (H:V) Drainage Area (ac) Recommended Treatment Length (ft) Actual Length (ft) Longitudinal Slope (%) Q2 (cfs) V2 (fps) Q10 (cfs) V10 (fps) Rock Checks Used 12+25 13+25 14+40 15+25 15+25 16+50 STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS 5.9 5.5 0 0 0 0 0 Project/TIP No.: 3.1 Highway Stormwater Program 3.8 4 85 125 6.07% 2:1 100 295 4 4 1.1 2.95 1.4 North Carolina Department of Transportation Swales 0.0 2:1 2:1 4.0 2:1 2:1 2.82 282 2.0 0.0 2:1 3.7 12.00%4.5 9.58%4.2 3.6 0 3.2 0.80 80 0 Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), been met and verified? If No, provide further explanantion of why design criteria was not met. We are continuing existing "V" ditch right of sta. 12+25 to proposed drive pipe and discharging onto banks stabilization Class II Rip Rap. PSH was not considered due to location of pipe outlet. Continuing existing "V" ditch left of sta. 16+50 with proposed "V" ditch with Class B Rip Rap that transitions to 2' base ditch with Class B Rip Rap and outlets at sta. 14+40 onto Class II Rip Rap embankment stabilization. PSH was not considered due to location of ditch outlet. Additional Comments 0 0 0 0 0 0 0 0 0 0 0 YES NO (Version 1.2; Released July 2012) 42323.1.1/B-5155 County(ies):Lincoln Page 4 of 4 Sheet No.Station Energy Dissipator Type Riprap Type Drainage Area (ac) Q10 (cfs) V10 (fps) 4 North Carolina Department of Transportation Highway Stormwater Program 2.95 Class II 5.9 Preformed Scour Holes and Energy Dissipators 1.4 3.2 0.80 Pipe/Structure Dimensions (in) Ditch Conveyance Structure 18" CSP Project/TIP No.: Riprap Apron / Pad Class II 14+39 Lt.4.0 N/A Pipe 4 14+22 Rt.Riprap Apron / Pad STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS * Refer to the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), NCDOT Standard Details, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. Additional Comments Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA HEC-14 (July 2006), been met and verified, as applicable? If No, provide further explanantion of why design criteria was not met. YES NO -L- POC Sta. 11+00.00 -L- POC Sta. 18+00.00 BEGIN TIP PROJECT B-5155 -L- Sta. 14+12.84 -L- Sta. 14+55.16 -L- S R 1314 W I LL S C H R ON C E R OAD T O I R ON S T A T I ON T O S A LE M LENGTH ROADWAY F.A. PROJECT BRZ-1314(5) = LENGTH STRUCTURE F.A. PROJECT BRZ-1314(5) = TOTAL LENGTH STATE PROJECT 42323.1.1 = OFFSITE DETOUR ROUTE LOCATION PROJECT Vicinity Map 27 321 321 0.133 BEGIN CULVERT END CULVERT 1315 1313 1314 1314 GA S T ON C O L I N C O L N C O Iron Station N S R S 2007 NAD 83 / 0.125 0.008 LOW VOLUME DESIGN GUIDE USED. TRAFFIC IS TO BE MAINTAINED WITH AN OFFSITE DETOUR. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. NOTES: OCTOBER 15, 2013 OCTOBER 19, 2012 JEANIE TYSON JASON MOORE, PE LINCOLN COUNTY 250 50 100 50 25 50 100 50 5 10 20 10 DHV D T V = = = = = = 223 400 12 55 8 45 % % MPH ADT ADT 2012 2035 % * DUAL 7% DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * TTST =1% FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER 0 0 0 PROFILE (HORIZONTAL) 42323.1.1 PE 42323.2.1 RW,UTIL 42323.3.1 CONST. BRZ-1314(5) BRZ-1314(5) BRZ-1314(5) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: BRIDGE NO. 37 ON SR 1314 OVER HOYLE’S CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING, CULVERT 0 9 / 0 8 / 9 9 B-5155 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 0 0 See Sheet 1-A For Index of Sheets 9 : 5 9 : 2 4 A M R : \ H y d r a u li c s \ P E R M I T S _ E n v i o r n m e n t a l\ D r a w i n g s \ B 5 1 5 5 _ R d y _ t s h . d g n l o w e r y d 1 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : T I P P R O J E C T : B - 5 1 5 5 STATE HIGHWAY DESIGN ENGINEER 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 S T A T E O F N O R T H C A R O L I N A WETLAND AND SURFACE WATER IMPACTS PERMIT 1 OF 8 PERMIT DRAWING 9 ’ S O I L 8 ’ S O I L H O Y L E C R E E K 7 Hand Existing Existing Permanent Temp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural Site Station Structure Fill InFill In in Clearing in SW SW ImpactsImpactsStream No.(From/To)Size / Type Wetlands Wetlands Wetlandsin Wetlands Wetlands impacts impactsPermanentTemp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 14+05 -L- TO42'x12' BOTTOMLESS 0.05 79 14+63 -L-RCBC ON FOOTINGS 1 14+29 -l- TO BANK 0.002 18 14+47 -L-STABILIZATION 1 14+05 -L- TO IMPERVIOUS 0.04 86 14+67 -L-DIKE TOTALS:0.000.09 18165 ATN Revised 3/31/05 SHEET 2 OF 7 3/20/2013 BRIDGE NO. 35 OVER HOYLE'S CREEK LINCOLN COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS WBS - 42323.2.1 (B-5155) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTS WETLAND IMPACTS I NV = 792 . 4 8 ’ I NV = 794 .1 2 ’ 18 "RC P 20 ’ B S T 2 0 ’ B S T 9 ’ S O I L 8 ’ S O I L 15 "RC P 48 "WW & 1 S B W 3 6 " 3 S B W S T L &W D BR I DG E #37 H O Y L E C R E E K W I LL S C H R O N C E R D S R 1314 W I LL S C H R ON C E R D S R 1314 T O N C H W Y 27 GA S M A R K E R NA T U R A L T Y P E /S I Z E UNKNO W N GA TE 4 8 "M TL T Y P E / S I ZE UNK N O W N W W (T Y P .) W OOD 1Z 1Z 2Z 2Z E X I S T I NG R /W E X I S T I NG R /W E X I S T I N G R /W E X I S T I NG R /W E X I S T I NG R /W E X I S T I NG R /W E X I S T I NG R /W E X I S T I NG R /W 6 0 . 0 0 ’ 6 0 .0 0 ’ 6 0 . 0 0 ’ ANN E G R A C E A R E Y B A C K R E F D B 1 7 1 P G 3 3 7 W B 9 0 -E -3 3 2 ANN E G R A C E A R E Y B A C K R E F D B 1 7 1 P G 33 7 W B 9 0 -E -332 J I M W AYN E HOY LE D B 905 P G 54 1 J I M W AYN E HOY LE D B 90 5 P G 541 S E E D B 551 P G 5 37 5 0 ’ NA T U R A L GA S R /W D B 2382 P G 81 7 P E R M AN E N T D R A I NAG E E A S E M E N T D B 2382 P G 817 E A S E M E N T TE M P . C ON T R U C T I ON D B 2379 P G 147 E A S E M E N T TE M P . C ON T R U C T I ON DB 2382 PG 817 EXISTING R/W D B 2379 P G 147 E X I S T I NG R /W D B 2379 P G 147 E A S E M E N T T E M P . C ON T R U C T I O N D B 2379 P G 147 E A S E M E N T P E R M AN E N T D R A I N AG E NCDOT NCDOT DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO. HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 4 B-5155 R/W SHEET NO.8 / 1 7 / 9 9 2 : 2 5 : 3 2 P M R : \ H y d r a u l i c s \ P E R M I T S _ E n v i o r n m e n t a l \ D r a w i n g s \ B 5 1 5 5 _ R d y _ p s h . d g n l o w e r y d 1 BEGIN CULVERT END CULVERT 20 ’ -L- PC Sta. 14+12.84 -L- PC Sta. 14+55.16 10 11 12 760 770 780 790 800 810 820 4 OF 8 PERMIT DRAWING 10 11 12 13 14 15 16 17 18 19 760 ELEV= 796.76 -L- STA 11+00.00 -L- STA 18+00.00 ELEV= 800.04 PI = 13+89.00 EL = 777.60’ VC = 460’ -L- 770 780 790 800 810 820 K = 38 (-) 6 . 6298 %(+)5 .4599 % DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 1600 = 25 = 768.80 = 2559 = 100 = 770.39 = 3000+ = 500 = 784.50 (+) 12 .0000 %(+) 9 .5760 % (-) 11 .5 6 0 0 % (-) 6 . 0667 % E L E V . 7 8 7 .7 4 S T A 12 + 2 5 .0 0 B E G I N D I T C H E L E V . 7 8 4 .8 5 S T A 12 + 5 0 .0 0 E L E V . 7 8 0 .3 0 S T A 13 + 2 5 .0 0 E N D D I T C H E L E V . 7 6 7 .2 8 S T A 14 + 4 0 .0 0 B E G I N D I T C H E L E V . 7 7 8 .4 0 S T A 15 + 2 5 .0 0 E L E V . 7 9 0 .3 7 S T A 16 + 5 0 .0 0 E N D D I T C H RCBC ON FOOTINGS 42’ X 12’ BOTTOMLESS BEGIN GRADE END GRADE E L E V . 7 7 2 .4 0 S T A 15 + 7 5 .0 0 (+) 16 .0000 % 29.30’29.36 +24.00 +83.00 +67.00 +46.84 +00.00 +80.00 1Z 1Z 2Z 2Z 85.00’ 65.00’ 29.01’ 85.00’ 65.00’ 60.00’ 70.00’ 60.00’ 54.25’ 30.61’ +20.00 80.00’ 70.00’ 60.00’ C F F F F F F F F F F C F C F C F C F C F F F F F F C F C F C F C F C F C F F F C F F F F F F F F F F F F C -L- POT Sta. 20+73.81 -L- PT Sta. 19+53.47 -L- PC Sta. 16+40.71 -L- PT Sta. 14+19.07 -L- PT Sta. 11+89.57 -L- PC Sta. 10+24.46 -L- POT Sta. 10+00.00 PI Sta 11+07.06 D L = 165.10’ T = 82.60’ R = 2,000.00’ PI Sta 13+37.96 D L = 163.09’ T = 81.98’ R = 650.00’ PI Sta 17+98.06 D L = 312.76’ T = 157.35’ R = 1,150.00’ -L- -L- POC Sta. 11+00.00 -L- POC Sta. 18+00.00 10 + 0 0 2 0 + 0 0 15 + 0 0 0 0 0 1 0 2 0 2 0 3 0 4 0 5 0 6 0 6 0 5 0 4 0 3 0 2 0 2 0 3 0 4 0 5 0 5 0 4 0 3 0 2 0 1 0 0 0 1 -L- PC Sta. 12+55.99 NAD 83 / N S R S 2007 RO = SEE PLANS RO = SEE PLANS RO = SEE PLANS e = .06 e = .05 e = EXIST E X I S T E X I S T 2 0 ’ BEGIN TIP PROJECT B-5155 END TIP PROJECT B-5155 SAG 14+11.26 5.46%6.63% SEE DETAIL C SPECIAL CUT DITCH R E M OV E SEE DETAIL A SPECIAL CUT DITCH R ET A I N F l a t t e r 2 :1 o r D 2 : 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+25 RT TO STA.13+25 RT DETAIL A Min. D=1Ft. Ground Natural Slope Ditch Front ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 14+40 LT TO STA.14+55 LT DETAIL D Grade Ditch 2.0’ 5.0’ Filter Fabric= 10sy Type of Liner= 3 TONS,CL II Rip-Rap SEE DETAIL B BASE DITCH STANDARD SEE DETAIL E TOE PROTECTION Geotextile ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D d 2 : 1 FROM STA. 15+25 LT TO STA. 16+50 LT DETAIL C Max. d=1Ft. Min. D=1Ft. Type of Liner= CLASS B Rip-Rap Geotextile Slope Fill F l a tt e r 2 :1 o r Ground Natural FROM STA 13+75 TO SAT 14+07 -L- RT F i l l S l op e 2 :1 o r F l a tt e r b= 1.5 Ft. d= 1.5 Ft. Type of Liner= CLASS B RIP RAP b DETAIL E Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile 2 :1 2 : 1 D ( Not to Scale) STANDARD BASE DITCH B d FROM STA 14+40 TO STA 15+25 -L- LT DETAIL B B= 2.0 Ft. Ft.Max. d= 1.5 Min. D= 1.5 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= CLASS B RIP RAP Geotextile 18 " C SP EST 10 SY GEOTEXTILE EST 3 TONS CLASS II RIP RAP (TYP) DETAIL D EST 170 SY GEOTEXTILE EST 160 TONS CLASS II RIP RAP (TYP) EST 75 SY GEOTEXTILE EST 70 TONS CLASS II RIP RAP (TYP) TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’50’100’150’50’ DIKE IMPERVIOUS S S SURFACE WATER DENOTES IMPACTS IN 7 3 I NV = 792 . 4 8 ’ I NV = 794 .1 2 ’ 18 "RC P 20 ’ B S T 2 0 ’ B S T 9 ’ S O I L 8 ’ S O I L 15 "RC P 48 "WW & 1 S B W 3 6 " 3 S B W S T L &W D BR I DG E #37 H O Y L E C R E E K W I LL S C H R O N C E R D S R 1314 W I LL S C H R ON C E R D S R 1314 T O N C H W Y 27 GA S M A R K E R NA T U R A L T Y P E /S I Z E UNKNO W N GA TE 4 8 "M TL T Y P E / S I ZE UNK N O W N W W (T Y P .) W OOD 1Z 1Z 2Z 2Z 765 76 5 765 7 6 5 7 6 5 7 6 5 76 5 7 6 5 7 6 5 765 765 7 6 5 77 0 7 7 0 77 0 770 77 0 7 7 0 7 7 0 77 0 7 7 0 7 7 0 7 7 0 7 70 770 7 7 0 7 7 0 77 0 77 0 77 5 77 5 775 77 5 7 7 5 7 7 5 7 7 5 7 7 5 7 7 5 780 780 78 0 780 780 7 8 0 7 8 0 7 80 78 0 780 78 0 78 5 78 5 785 785 7 8 5 7 8 5 78 5 7 8 5 785 79 0 7 90 7 9 0 7 9 0 7 9 0 79 0 79 0 79 0 790 79 5 795 7 9 5 795 7 9 5 795 795 795 795 79 5 80 0 80 0 80 0 8 0 0 80 0 8 0 0 800 800 8 0 0 800 80 0 80 0 80 5 8 0 5 805 8 05 80 5 805 80 5 805 81 0 810 810 810 810 810 8 1 0 815 815 815 815 8 2 0 8 2 0 820 82 5 82 5 8 2 5 E X I S T I NG R /W E X I S T I NG R /W E X I S T I N G R /W E X I S T I NG R /W E X I S T I NG R /W E X I S T I NG R /W E X I S T I NG R /W E X I S T I NG R /W 6 0 . 0 0 ’ 6 0 .0 0 ’ 6 0 . 0 0 ’ ANN E G R A C E A R E Y B A C K R E F D B 1 7 1 P G 3 3 7 W B 9 0 -E -3 3 2 ANN E G R A C E A R E Y B A C K R E F D B 1 7 1 P G 33 7 W B 9 0 -E -332 J I M W AYN E HOY LE D B 905 P G 54 1 J I M W AYN E HOY LE D B 90 5 P G 541 S E E D B 551 P G 5 37 5 0 ’ NA T U R A L GA S R /W D B 2382 P G 81 7 P E R M AN E N T D R A I NAG E E A S E M E N T D B 2382 P G 817 E A S E M E N T TE M P . C ON T R U C T I ON D B 2379 P G 147 E A S E M E N T TE M P . C ON T R U C T I ON DB 2382 PG 817 EXISTING R/W D B 2379 P G 147 E X I S T I NG R /W D B 2379 P G 147 E A S E M E N T T E M P . C ON T R U C T I O N D B 2379 P G 147 E A S E M E N T P E R M AN E N T D R A I N AG E NCDOT NCDOT DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO. HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 4 B-5155 R/W SHEET NO.8 / 1 7 / 9 9 2 : 2 5 : 3 9 P M R : \ H y d r a u l i c s \ P E R M I T S _ E n v i o r n m e n t a l \ D r a w i n g s \ B 5 1 5 5 _ R d y _ p s h _ c o n . d g n l o w e r y d 1 BEGIN CULVERT END CULVERT 20 ’ -L- PC Sta. 14+12.84 -L- PC Sta. 14+55.16 10 11 12 760 770 780 790 800 810 820 5 OF 8 PERMIT DRAWING 10 11 12 13 14 15 16 17 18 19 760 ELEV= 796.76 -L- STA 11+00.00 -L- STA 18+00.00 ELEV= 800.04 PI = 13+89.00 EL = 777.60’ VC = 460’ -L- 770 780 790 800 810 820 K = 38 (-) 6 . 6298 %(+)5 .4599 % DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 1600 = 25 = 768.80 = 2559 = 100 = 770.39 = 3000+ = 500 = 784.50 (+) 12 .0000 %(+) 9 .5760 % (-) 11 .5 6 0 0 % (-) 6 . 0667 % E L E V . 7 8 7 .7 4 S T A 12 + 2 5 .0 0 B E G I N D I T C H E L E V . 7 8 4 .8 5 S T A 12 + 5 0 .0 0 E L E V . 7 8 0 .3 0 S T A 13 + 2 5 .0 0 E N D D I T C H E L E V . 7 6 7 .2 8 S T A 14 + 4 0 .0 0 B E G I N D I T C H E L E V . 7 7 8 .4 0 S T A 15 + 2 5 .0 0 E L E V . 7 9 0 .3 7 S T A 16 + 5 0 .0 0 E N D D I T C H RCBC ON FOOTINGS 42’ X 12’ BOTTOMLESS BEGIN GRADE END GRADE E L E V . 7 7 2 .4 0 S T A 15 + 7 5 .0 0 (+) 16 .0000 % 29.30’29.36 +24.00 +83.00 +67.00 +46.84 +00.00 +80.00 1Z 1Z 2Z 2Z 85.00’ 65.00’ 29.01’ 85.00’ 65.00’ 60.00’ 70.00’ 60.00’ 54.25’ 30.61’ +20.00 80.00’ 70.00’ 60.00’ C F F F F F F F F F F C F C F C F C F C F F F F F F C F C F C F C F C F C F F F C F F F F F F F F F F F F C -L- POT Sta. 20+73.81 -L- PT Sta. 19+53.47 -L- PC Sta. 16+40.71 -L- PT Sta. 14+19.07 -L- PT Sta. 11+89.57 -L- PC Sta. 10+24.46 -L- POT Sta. 10+00.00 PI Sta 11+07.06 D L = 165.10’ T = 82.60’ R = 2,000.00’ PI Sta 13+37.96 D L = 163.09’ T = 81.98’ R = 650.00’ PI Sta 17+98.06 D L = 312.76’ T = 157.35’ R = 1,150.00’ -L- -L- POC Sta. 11+00.00 -L- POC Sta. 18+00.00 10 + 0 0 2 0 + 0 0 15 + 0 0 0 0 0 1 0 2 0 2 0 3 0 4 0 5 0 6 0 6 0 5 0 4 0 3 0 2 0 2 0 3 0 4 0 5 0 5 0 4 0 3 0 2 0 1 0 0 0 1 -L- PC Sta. 12+55.99 NAD 83 / N S R S 2007 RO = SEE PLANS RO = SEE PLANS RO = SEE PLANS e = .06 e = .05 e = EXIST E X I S T E X I S T 2 0 ’ BEGIN TIP PROJECT B-5155 END TIP PROJECT B-5155 SAG 14+11.26 5.46%6.63% SEE DETAIL C SPECIAL CUT DITCH R E M OV E SEE DETAIL A SPECIAL CUT DITCH R ET A I N F l a t t e r 2 :1 o r D 2 : 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+25 RT TO STA.13+25 RT DETAIL A Min. D=1Ft. Ground Natural Slope Ditch Front ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 14+40 LT TO STA.14+55 LT DETAIL D Grade Ditch 2.0’ 5.0’ Filter Fabric= 10sy Type of Liner= 3 TONS,CL II Rip-Rap SEE DETAIL B BASE DITCH STANDARD SEE DETAIL E TOE PROTECTION Geotextile ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D d 2 : 1 FROM STA. 15+25 LT TO STA. 16+50 LT DETAIL C Max. d=1Ft. Min. D=1Ft. Type of Liner= CLASS B Rip-Rap Geotextile Slope Fill F l a tt e r 2 :1 o r Ground Natural FROM STA 13+75 TO SAT 14+07 -L- RT F i l l S l op e 2 :1 o r F l a tt e r b= 1.5 Ft. d= 1.5 Ft. Type of Liner= CLASS B RIP RAP b DETAIL E Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile 2 :1 2 : 1 D ( Not to Scale) STANDARD BASE DITCH B d FROM STA 14+40 TO STA 15+25 -L- LT DETAIL B B= 2.0 Ft. Ft.Max. d= 1.5 Min. D= 1.5 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= CLASS B RIP RAP Geotextile 18 " C SP EST 10 SY GEOTEXTILE EST 3 TONS CLASS II RIP RAP (TYP) DETAIL D EST 170 SY GEOTEXTILE EST 160 TONS CLASS II RIP RAP (TYP) EST 75 SY GEOTEXTILE EST 70 TONS CLASS II RIP RAP (TYP) TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’50’100’150’50’ DIKE IMPERVIOUS S S SURFACE WATER DENOTES IMPACTS IN 7 4 I NV = 792 . 48 ’ I NV = 794 . 12 ’ 18 "RC P 20 ’ B S T 9 ’ S O I L 8 ’ S O I L 15 "RC P 3 6 " 3 S B W S TL &W D BR I DG E #37 H O Y L E C R E E K W I LL S C H R ON C E R D S R 13 1 4 W I LL S C H R ON C E R D S R 1314 GA S M A R K E R NA T U R A L GA TE 48 "M TL WW (T Y P .) W OOD 1Z 2Z E X I S T I NG R /W E X I S T I NG R /W E X I S T I NG R /W E X I S T I NG R /W 6 0 .0 0 ’ ANN E G R A C E A R E Y B A C K R E F D B 171 P G 337 W B 90 -E -332 J I M W AYN E HOY LE D B 905 P G 541 J I M W AYN E HOY LE D B 905 P G 541 S EE D B 551 P G 537 50 ’ NA T U R A L GA S R /W D B 2 38 2 P G 817 P E R M AN E N T D R A I NAG E E A S E M E N T D B 23 8 2 P G 817 E A S E M E N T TE M P . C ON T R U C T I ON D B 2379 P G 147 E A S E M E N T TE M P . C ON T R U C T I ON D B 2382 P G 817 E X I S T I NG R /W D B 2379 P G 147 E X I S T I NG R /W D B 2379 P G 1 47 E A S E M E N T TE M P . C O N T R U C T I O N D B 2379 P G 147 E A S E M E N T P E R M A N E N T D R A I NAG E N C DO T N C DO T BEGIN CULVERT END CULVERT 2 0 ’ -L- PC Sta. 14+12.84 -L- PC Sta. 14+55.16 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 : 2 5 : 4 5 P M R : \ H y d r a u l i c s \ P E R M I T S _ E n v i o r n m e n t a l \ D r a w i n g s \ B 5 1 5 5 _ H y d _ p s h _ E S . d g n l o w e r y d 1 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION GRAPHIC SCALE 0’50’100’150’50’ TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN ENLARGEMENT SHEET 6 OF 8 PERMIT DRAWING 29.30’29.36 +24.00 +83.00 +67.00 +46.84 +00.00 +80.00 1Z 2Z 85.00’ 65.00’ 29.01’ 85.00’ 65.00’ 60.00’ 70.00’ 60.00’ 54.25’ 30.61’ +20.00 80.00’ 70.00’ 60.00’ C F F F F F F F F F F C F C F C F C F C F F F F F F C F C F C F C F C F C F F F C F F F F F F F F F F F -L- PC Sta. 16+40.71 -L- PT Sta. 14+19.07 -L- PT Sta. 11+89.57 -L- PC Sta. 10+24.46 PI Sta 11+07.06 D L = 165.10’ T = 82.60’ R = 2,000.00’ PI Sta 13+37.96 D L = 163.09’ T = 81.98’ R = 650.00’ PI Sta 17+98.06 D L = 312.76’ T = 157.35’ R = 1,150.00’ -L- -L- POC Sta. 11+00.00 -L- POC Sta. 18+00.00 10 + 0 0 15 + 0 0 0 0 0 1 0 2 0 2 0 3 0 4 0 5 0 6 0 6 0 5 0 4 0 3 0 2 0 2 0 3 0 4 0 5 0 5 0 4 0 3 0 2 0 1 0 0 -L- PC Sta. 12+55.99 RO = SEE PLANS RO = SEE PLANS RO = SEE PLANS e = .06 e = .05 e = EXIST E X I S T 2 0 ’ BEGIN TIP PROJECT B-5155 END TIP PROJECT B-5155 SEE DETAIL C SPECIAL CUT DITCH R E M OV E SEE DETAIL A SPECIAL CUT DITCH R ET A I N SEE DETAIL B BASE DITCH STANDARD SEE DETAIL E TOE PROTECTION 18 " C S P EST 10 SY GEOTEXTILE EST 3 TONS CLASS II RIP RAP (TYP) DETAIL D EST 170 SY GEOTEXTILE EST 160 TONS CLASS II RIP RAP (TYP) EST 75 SY GEOTEXTILE EST 70 TONS CLASS II RIP RAP (TYP) DIKE IMPERVIOUS 5 7 I NV = 792 . 48 ’ I NV = 794 . 12 ’ 18 "RC P 20 ’ B S T 9 ’ S O I L 8 ’ S O I L 15 "RC P 3 6 " 3 S B W S TL &W D BR I DG E #37 H O Y L E C R E E K W I LL S C H R ON C E R D S R 13 1 4 W I LL S C H R ON C E R D S R 1314 G A S M A R K E R NA T U R A L GA TE 48 "M TL WW (T Y P .) W OOD 1Z 2Z 765 7 65 765 7 6 5 7 6 5 7 6 5 76 5 76 5 7 6 5 765 765 7 6 5 7 7 0 770 770 770 77 0 7 7 0 7 7 0 77 0 7 7 0 7 7 0 7 7 0 770 770 7 7 0 7 7 0 77 0 77 0 775 775 77 5 7 7 5 7 7 5 7 7 5 7 7 5 7 7 5 78 0 780 780 780 7 8 0 7 8 0 78 0 78 0 780 78 0 78 5 785 7 85 7 8 5 7 8 5 78 5 7 8 5 785 790 7 90 7 9 0 7 9 0 79 0 79 0 79 0 7 90 7 9 5 795 7 9 5 795 795 79 5 79 5 8 0 0 80 0 8 0 0 80 0 800 80 0 80 5 8 0 5 E X I S T I NG R /W E X I S T I N G R /W E X I S T I NG R /W E X I S T I NG R /W 6 0 .0 0 ’ ANN E G R A C E A R E Y B A C K R E F D B 171 P G 337 W B 90 -E -332 J I M W AYN E HOY LE D B 905 P G 541 J I M W AYN E HOY LE D B 905 P G 541 S EE D B 551 P G 537 50 ’ NA T U R A L GA S R /W D B 2 38 2 P G 817 P E R M AN E N T D R A I N AG E E A S E M E N T D B 23 8 2 P G 817 E A S E M E N T TE M P . C ON T R U C T I ON D B 2379 P G 147 E A S E M E N T TE M P . C ON T R U C T I ON D B 2382 P G 817 E X I S T I NG R /W D B 2379 P G 147 E X I S T I NG R /W D B 2379 P G 1 47 E A S E M E N T TE M P . C O N T R U C T I O N D B 2 3 79 P G 14 7 E A S E M E N T P E R M A N E N T D R A I NAG E N C DO T N C DO T BEGIN CULVERT END CULVERT 2 0 ’ -L- PC Sta. 14+12.84 -L- PC Sta. 14+55.16 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 : 2 5 : 5 0 P M R : \ H y d r a u l i c s \ P E R M I T S _ E n v i o r n m e n t a l \ D r a w i n g s \ B 5 1 5 5 _ R d y _ p s h _ c o n _ E S . d g n l o w e r y d 1 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION GRAPHIC SCALE 0’50’100’150’50’ TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN ENLARGEMENT SHEET 7 OF 8 PERMIT DRAWING 29.30’29.36 +24.00 +83.00 +67.00 +46.84 +00.00 +80.00 1Z 2Z 85.00’ 65.00’ 29.01’ 85.00’ 65.00’ 60.00’ 70.00’ 60.00’ 54.25’ 30.61’ +20.00 80.00’ 70.00’ 60.00’ C F F F F F F F F F F C F C F C F C F C F F F F F F C F C F C F C F C F C F F F C F F F F F F F F F F F -L- PC Sta. 16+40.71 -L- PT Sta. 14+19.07 -L- PT Sta. 11+89.57 -L- PC Sta. 10+24.46 PI Sta 11+07.06 D L = 165.10’ T = 82.60’ R = 2,000.00’ PI Sta 13+37.96 D L = 163.09’ T = 81.98’ R = 650.00’ PI Sta 17+98.06 D L = 312.76’ T = 157.35’ R = 1,150.00’ -L- -L- POC Sta. 11+00.00 -L- POC Sta. 18+00.00 10 + 0 0 15 + 0 0 0 0 0 1 0 2 0 2 0 3 0 4 0 5 0 6 0 6 0 5 0 4 0 3 0 2 0 2 0 3 0 4 0 5 0 5 0 4 0 3 0 2 0 1 0 0 -L- PC Sta. 12+55.99 RO = SEE PLANS RO = SEE PLANS RO = SEE PLANS e = .06 e = .05 e = EXIST E X I S T 2 0 ’ BEGIN TIP PROJECT B-5155 END TIP PROJECT B-5155 SEE DETAIL C SPECIAL CUT DITCH R E M OV E SEE DETAIL A SPECIAL CUT DITCH R E T A I N SEE DETAIL B BASE DITCH STANDARD SEE DETAIL E TOE PROTECTION 18 " C S P EST 10 SY GEOTEXTILE EST 3 TONS CLASS II RIP RAP (TYP) DETAIL D EST 170 SY GEOTEXTILE EST 160 TONS CLASS II RIP RAP (TYP) EST 75 SY GEOTEXTILE EST 70 TONS CLASS II RIP RAP (TYP) DIKE IMPERVIOUS 6 7 PROFILE D I V I S I ON O F H I GH W AY S NCDOT 150’100’50’0 50’100’150’ 780 770 760 780 770 760 3 :1 NO R M A L 3 :1 N O R M A L TOP OF BANK RT TOP OF BANK LT 2/29/12 DATE OF SURVEY NWS = 763.70 EXISTING BED EL = 764.70 TOP OF FOOTING PROP 100 YR = 770.39’ PROP 25 YR = 768.8’ OAL = 64’ GP = 784.55 SKEW = 83 RCBC ON FOOTINGS 42’ X 12’ BOTTOMLESS CL STA. -L 14+34.00 P R O J E C T : 42323 .2 .1 (B -5155 ) BR I DG E NO . 37 ON S R 1314 OV E R HOY LE ’S CR EE K 3/20/13 L I N C O L N C OUN T Y S H EET 8 O F 8 7 7 9 ’ S O I L 8 ’ S O I L H O Y L E C R E E K - L - P O C S t a . 1 1 + 0 0 . 0 0 - L - P O C S t a . 1 8 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 5 1 5 5 E N D T I P P R O J E C T B - 5 1 5 5 - L - S t a . 1 4 + 1 2 . 8 4 - L - S t a . 1 4 + 5 5 . 1 6 - L - S R 1 3 1 4 W I L L S C H R O N C E R O A D T O I R O N S T A T I O N T O S A L E M L E N G T H R O A D W A Y F . A . P R O J E C T B R Z - 1 3 1 4 ( 5 ) = L E N G T H S T R U C T U R E F . A . P R O J E C T B R Z - 1 3 1 4 ( 5 ) = T O T A L L E N G T H S T A T E P R O J E C T 4 2 3 2 3 . 1 . 1 = O F F S I T E D E T O U R R O U T E L O C A T I O N P R O J E C T V i c i n i t y M a p 0 . 1 3 3 B E G I N C U L V E R T E N D C U L V E R T 1 3 1 5 1 3 1 3 1 3 1 4 1 3 1 4 G A S T O N C O L I N C O L N C O I r o n S t a t i o n 0 . 1 2 5 0 . 0 0 8 L O W V O L U M E D E S I G N G U I D E U S E D . T R A F F I C I S T O B E M A I N T A I N E D W I T H A N O F F S I T E D E T O U 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 . C L E A R I N G O N T H I S P R O J E C T S H A L L B E P E R F O R M E D T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I I . N O T E S : O C T O B E R 1 5 , 2 0 1 3 O C T O B E R 1 9 , 2 0 1 2 JEANIE TYSON JASON MOORE, PE L I N C O L N C O U N T Y 2 5 0 5 0 1 0 0 5 0 2 5 5 0 1 0 0 5 0 5 1 0 2 0 1 0 D H V D T V ====== 2 2 3 4 0 0 1 2 5 5 8 4 5 %%M P H A D T A D T 2 0 1 2 2 0 3 5 % * D U A L 7 % DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * T T S T = 1 % F U N C C L A S S = R U R A L L O C A L S U B R E G I O N A L T I E R 0 0 0 P R O F I L E ( H O R I Z O N T A L ) 42323.1.1 PE 42323.2.1 RW,UTIL 42323.3.1 CONST. BRZ-1314(5)BRZ-1314(5)BRZ-1314(5) 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 : STATE STATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO.TOTAL SHEETS N.C.SHEET 1 D E S I G N D A T A P r e p a r e d i n t h e O f f i c e o f : DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E.SIGNATURE:SIGNATURE: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 PROJECT ENGINEER PROJECT DESIGN ENGINEER G R A P H I C S C A L E S P L A N S P R O F I L E ( V E R T I C A L ) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN L O C A T I O N : B R I D G E N O . 3 7 O N S R 1 3 1 4 O V E R H O Y L E ’ S C R E E K T Y P E O F W O R K : G R A D I N G , D R A I N A G E , P A V I N G , C U L V E R T 0 9 /0 8 /9 9 B-5155 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 0 0 0 S e e S h e e t 1 - A F o r I n d e x o f S h e e t s 2 5 -S E P -2 0 1 2 1 4 :5 1 R :\R o a d w a y \P r o j \B 5 1 5 5 _R d y _t s h .d g n $$$$U S E R N A M E $$$$ 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 C O N T R A C T :T I P P R O J E C T :B -5 1 5 5 STATE HIGHWAY DESIGN ENGINEER 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 S T A T E O F N O R T H C A R O L I N A 2 7 3 2 1 3 2 1 N S R S 2 0 0 7 N A D 8 3 / E x i s t i n g E d g e o f P a v e m e n t E x i s t i n g C u r b P r o p o s e d S l o p e S t a k e s C u t P r o p o s e d S l o p e S t a k e s F i l l E x i s t i n g M e t a l G u a r d r a i l E x i s t i n g C a b l e G u i d e r a i l P r o p o s e d G u a r d r a i l E q u a l i t y S y m b o l P a v e m e n t R e m o v a l B a s e l i n e C o n t r o l P o i n t R I G H T O F W A Y : E x i s t i n g R i g h t o f W a y M a r k e r E x i s t i n g R i g h t o f W a y L i n e h E x i s t i n g C o n t r o l o f A c c e s s P r o p o s e d C o n t r o l o f A c c e s s P r o p o s e d R i g h t o f W a y L i n e C F E x i s t i n g E a s e m e n t L i n e P r o p o s e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t P r o p o s e 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 P r o p o s e 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 P r o p o s e 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 H Y D R O L O G Y : S t r e a m o r B o d y o f W a t e r H y d r o , P o o l o r R e s e r v o i r F l o w A r r o w D i s a p p e a r i n g S t r e a m S p r i n g ; z v W K P r o p o s e d L a t e r a l , T a i l , H e a d D i t c h F a l s e S u m p P r o p o s e 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 : R O A D 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 p Q l e ]/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 WATER:Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line 4 I H a TV:TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*)r |I ]GAS:Gas Valve Gas Meter Recorded U/G Gas Line n c SANITARY SEWER:Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*)d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS:Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ?CONC CONC WW 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 Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil B O U N D A R I E S A N D P R O P E R T Y : S t a t e L i n e C o u n t y L i n e T o w n s h i p L i n e C i t y L i n e R e s e r v a t i o n L i n e P r o p e r t y L i n e E x i s t i n g I r o n P i n P r o p e r t y C o r n e r P r o p e r t y M o n u m e n t E x i s t i n g F e n c e L i n e P r o p o s e d W o v e n W i r e F e n c e P r o p o s e d C h a i n L i n k F e n c e P r o p o s e d B a r b e d W i r e F e n c e g F 1 2 3 E x i s t i n g W e t l a n d B o u n d a r y P r o p o s e d W e t l a n d B o u n d a r y E x i s t i n g E n d a n g e r e d A n i m a l B o u n d a r y E x i s t i n g E n d a n g e r e d P l a n t B o u n d a r y B U I L D I N G S A N D O T H E R C U L T U R E : A r e a O u t l i n e G a s P u m p V e n t o r U / G T a n k C a p C h u r c h S c h o o l D a m S i g n S m a l l M i n e W e l l V M W W S x F o u n d a t i o n S B u i l d i n g y y V E G E T A T I O N : S i n g l e T r e e X Y Vineyard S i n g l e S h r u b H e d g e W o o d s L i n e O r c h a r d V i n e y a r d R A I L R O A D S : S t a n d a r d G a u g e R R S i g n a l M i l e p o s t S w i t c h R R A b a n d o n e d R R D i s m a n t l e d S FL O W 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 . * ) Designated U/G Water Line (S.U.E.*)Designated U/G TV Cable (S.U.E.*)Designated U/G Gas Line (S.U.E.*)U/G Test Hole (S.U.E.*) * S . U . E . = S u b s u r f a c e U t i l i t y E n g i n e e r i n g W L B E I P B EC M CONC HW CB 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 C e m e t e r y E X I S T I N G S T R U C T U R E S : P a r c e l / S e q u e n c e N u m b e r E AATUR End of Information E.O.I. N o t e : N o t t o S c a l e SHEET NO.PROJECT REFERENCE NO.1-B B-5155 Abandoned According to Utility Records W L B E A B E P B R W R W R W C A E T D E P D E P U E S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL J u r i s d i c t i o n a l S t r e a m J S 0 4 /1 6 /1 1 B u f f e r Z o n e 1 B u f f e r Z o n e 2 B Z 1 B Z 2 W e t l a n d P r o p o s e d P e r m a n e n t E a s e m e n t w i t h I r o n P i n a n d C a p M a r k e r P r o p o s e 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 I r o n P i n a n d C a p M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h C o n c r e t e o r G r a n i t e M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h D U E P r o p o s e 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 P r o p o s e d A e r i a l U t i l i t y E a s e m e n t C R P r o p o s e 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 C O 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 Underground Storage Tank, Approx. Loc.Geoenvironmental Boring UST K n o w n S o i l C o n t a m i n a t i o n : A r e a o r S i t e P o t e n t i a l S o i l C o n t a m i n a t i o n : A r e a o r S i t e 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 - L - SHEET NO.PROJECT REFERENCE NO. 6 /2 /9 9 2 5 -S E P -2 0 1 2 1 4 :5 1 R :\L o c a t i o n S u r v e y s \B 5 1 5 5 _l s _1 c .d g n $$$$U S E R N A M E $$$$ Location and Surveys N O T E : D R A W I N G N O T T O S C A L E S U R V E Y C O N T R O L S H E E T B - 5 1 5 5 1C B-5155 I N D I C A T E S G E O D E T I C C O N T R O L M O N U M E N T S U S E D O R S E T F O R H O R I Z O N T A L P R O J E C T C O N T R O L B Y T H E N C D O T L O C A T I O N A N D S U R V E Y S U N I T . P R O J E C T C O N T R O L E S T A B L I S H E D U S I N G G L O B A L P O S I T I O N I N G S Y S T E M . N O T E S : 1 . T H E C O N T R O L D A T A F O R T H I S P R O J E C T C A N B E F O U N D E L E C T R O N I C A L L Y B Y S E L E C T I N G P R O J E C T C O N T R O L D A T A A T : T H E F I L E S T O B E F O U N D A R E A S F O L L O W S : S I T E C A L I B R A T I O N I N F O R M A T I O N H A S N O T B E E N P R O V I D E D F O R T H I S P R O J E C T . I F F U R T H E R I N F O R M A T I O N I S N E E D E D , P L E A S E C O N T A C T T H E L O C A T I O N A N D S U R V E Y S U N I T . H T T P : / / W W W . N C D O T . O R G / D O H / P R E C O N S T R U C T / H I G H W A Y / L O C A T I O N / P R O J E C T / B 5 1 5 5 _ L S _ C O N T R O L . T X T - L - P O C 1 8 + 0 0 . 0 0 E L E V . = 8 1 6 . 1 2 ’ E = 1 3 5 2 4 7 0 N = 6 1 9 0 8 6 B M # 1 E L E V . = 8 1 4 . 0 3 ’ E = 1 3 5 2 5 2 6 . 2 5 0 N = 6 1 9 1 1 6 . 8 4 1 B L - 3 E L E V . = 7 7 9 . 2 4 ’ E = 1 3 5 2 9 6 2 . 0 4 0 N = 6 1 9 4 5 7 . 7 0 5 B L - 4 E L E V . = 7 8 1 . 0 7 ’ E = 1 3 5 2 9 9 4 N = 6 1 9 5 8 2 B M 2 E L E V . = 7 8 6 . 1 7 ’ E = 1 3 5 3 1 2 9 . 4 0 1 N = 6 1 9 5 9 0 . 0 7 6 G P S B 5 1 5 5 - 1 ELEV.=843.68’E=1353593.034 N=620436.377 GPS B5155-2 1 0 + 0 0 2 0 +0 0 1 5 +0 0 - L - P O C 1 1 + 0 0 . 0 0 N C G R I D N A D 8 3 /N S R S 2 0 0 7 H O Y L E C R E E K # 3 7 B R I D G E T O S A L E M S T A T I O N T O I R O N 1 0 + 0 0 . 0 0 - L - P O T 20+73.81 -L- POT C U L V E R T B E G I N C U L V E R T E N D S R 1 3 1 4 W I L L S C H R O N C E R D B E G I N T I P P R O J E C T B - 5 1 5 5 B E G I N C O N S T R U C T I O N B-5155 E N D T I P P R O J E C T E N D C O N S T R U C T I O N * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R R S P I K E I N N O R T H E R N M O S T R O O T O F 2 4 " O A K L S T A T I O N 1 4 + 9 7 7 0 ’ L E F T N 6 1 9 5 8 2 E 1 3 5 2 9 9 4 B M # 2 E L E V A T I O N = 7 8 1 . 0 7 ’ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * P I P E C H I S E L E D " X " I N N O R T H E N D O F 1 8 " C O N C N 5 1 2 9 ’ 2 0 " E D i s t 2 3 8 ’ B M # 1 T O L S T A T I O N 1 0 + 0 0 N 6 1 9 0 8 6 E 1 3 5 2 4 7 0 B M # 1 E L E V A T I O N = 8 1 6 . 1 2 ’ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * B E N C H M A R K S ( N A V D 8 8 ) 2 G P S B 5 1 5 5 - 2 6 2 0 4 3 6 . 3 7 7 0 1 3 5 3 5 9 3 . 0 3 4 0 8 4 3 . 6 8 O U T S I D E P R O J E C T L I M I T S 1 G P S B 5 1 5 5 - 1 6 1 9 5 9 0 . 0 7 6 0 1 3 5 3 1 2 9 . 4 0 1 0 7 8 6 . 1 7 1 5 + 9 2 . 0 7 2 6 . 3 5 R T 4 B L - 4 6 1 9 4 5 7 . 7 0 5 4 1 3 5 2 9 6 2 . 0 3 9 5 7 7 9 . 2 4 1 3 + 8 1 . 4 6 1 0 . 4 6 L T 3 B L - 3 6 1 9 1 1 6 . 8 4 1 3 1 3 5 2 5 2 6 . 2 5 0 4 8 1 4 . 0 3 O U T S I D E P R O J E C T L I M I T S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N L S T A T I O N O F F S E T B L DATUM DESCRIPTION T H E L O C A L I Z E D C O O R D I N A T E S Y S T E M D E V E L O P E D F O R T H I S P R O J E C T I S B A S E D O N T H E S T A T E P L A N E C O O R D I N A T E S E S T A B L I S H E D B Y NCDOT FOR MONUMENT "B5155-1" W I T H N A D 8 3 / N S R S 2 0 0 7 S T A T E P L A N E G R I D C O O R D I N A T E S O F N O R T H I N G : 6 1 9 5 9 0 . 0 7 6 ( f t ) E A S T I N G : 1 3 5 3 1 2 9 . 4 0 1 ( f t ) ELEVATION: 786.17(ft) T H E A V E R A G E C O M B I N E D G R I D F A C T O R U S E D O N T H I S P R O J E C T (GROUND TO GRID) IS: 0.99984300 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B5155-1" TO -L- STATION 10+00.00 IS A L L L I N E A R D I M E N S I O N S A R E L O C A L I Z E D H O R I Z O N T A L D I S T A N C E S VERTICAL DATUM USED IS NAVD 88 PROJECT REFERENCE NO.SHEET NO.1D Location and Surveys B-5155 6 /2 /9 9 R :\L o c a t i o n S u r v e y s \B 5 1 5 5 _L S _1 d .d g n 2 5 -S E P -2 0 1 2 1 4 :5 1 $$$$U S E R N A M E $$$$ I N D I C A T E S G E O D E T I C C O N T R O L M O N U M E N T S U S E D O R S E T F O R H O R I Z O N T A L P R O J E C T C O N T R O L B Y T H E N C D O T L O C A T I O N A N D S U R V E Y S U N I T . P R O J E C T C O N T R O L E S T A B L I S H E D U S I N G G L O B A L P O S I T I O N I N G S Y S T E M . N O T E S : 1 . T H E C O N T R O L D A T A F O R T H I S P R O J E C T C A N B E F O U N D E L E C T R O N I C A L L Y B Y S E L E C T I N G P R O J E C T C O N T R O L D A T A A T : T H E F I L E S T O B E F O U N D A R E A S F O L L O W S : S I T E C A L I B R A T I O N I N F O R M A T I O N H A S N O T B E E N P R O V I D E D F O R T H I S P R O J E C T . I F F U R T H E R I N F O R M A T I O N I S N E E D E D , P L E A S E C O N T A C T T H E L O C A T I O N A N D S U R V E Y S U N I T . H T T P : / / W W W . N C D O T . O R G / D O H / P R E C O N S T R U C T / H I G H W A Y / L O C A T I O N / P R O J E C T / B 5 1 5 5 _ L S _ C O N T R O L . T X T N O T E : D R A W I N G N O T T O S C A L E DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B5155-1"WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 619590.076(ft) EASTING: 1353129.401(ft)ELEVATION: 786.17(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99984300 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B5155-1" TO -L- STATION 10+00.00 IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 R O W M a r k e r P e r m a n e n t E a s e m e n t - E A L I G N S T A T I O N O F F S E T N O R T H E A S T L 1 3 + 8 8 . 0 0 - 7 0 . 0 0 6 1 9 5 0 3 . 7 8 5 6 1 3 5 2 9 2 3 . 8 4 6 4 L 1 4 + 0 0 . 0 0 9 5 . 0 0 6 1 9 3 9 8 . 7 6 6 6 1 3 5 3 0 5 1 . 6 8 7 2 L 1 4 + 6 7 . 0 0 - 7 0 . 0 0 6 1 9 5 6 0 . 0 6 0 0 1 3 5 2 9 7 4 . 3 9 8 2 L 1 4 + 8 0 . 0 0 9 5 . 0 0 6 1 9 4 6 0 . 6 2 1 8 1 3 5 3 1 0 6 . 7 0 8 6 L 1 6 + 4 6 . 8 4 - 2 9 . 3 6 6 1 9 6 6 7 . 8 9 2 6 1 3 5 3 1 2 3 . 7 5 7 9 R O W M a r k e r I r o n P i n a n d C a p - E A L I G N S T A T I O N O F F S E T N O R T H E A S T L 1 3 + 8 8 . 0 0 - 6 0 . 0 0 6 1 9 4 9 6 . 8 1 7 6 1 3 5 2 9 3 1 . 0 1 9 0 L 1 3 + 8 8 . 0 0 - 2 9 . 1 1 6 1 9 4 7 5 . 2 9 4 6 1 3 5 2 9 5 3 . 1 7 4 2 L 1 4 + 0 0 . 0 0 6 0 . 0 0 6 1 9 4 2 2 . 6 8 7 0 1 3 5 3 0 2 6 . 1 3 7 0 L 1 4 + 0 0 . 0 0 3 0 . 5 9 6 1 9 4 4 2 . 7 8 9 3 1 3 5 3 0 0 4 . 6 6 5 1 L 1 4 + 1 9 . 0 7 - 6 0 . 0 0 6 1 9 5 1 7 . 5 1 1 0 1 3 5 2 9 5 0 . 1 8 2 2 L 1 4 + 1 9 . 0 7 6 0 . 0 0 6 1 9 4 3 8 . 1 0 3 8 1 3 5 3 0 4 0 . 1 5 1 6 L 1 4 + 6 7 . 0 0 - 6 0 . 0 0 6 1 9 5 5 3 . 4 4 2 8 1 3 5 2 9 8 1 . 8 9 5 6 L 1 4 + 6 7 . 0 0 - 3 0 . 7 2 6 1 9 5 3 4 . 0 6 9 1 1 3 5 3 0 0 3 . 8 4 6 2 L 1 4 + 8 0 . 0 0 6 0 . 0 0 6 1 9 4 8 3 . 7 8 2 2 1 3 5 3 0 8 0 . 4 6 7 5 L 1 4 + 8 0 . 0 0 2 9 . 1 8 6 1 9 5 0 4 . 1 7 6 9 1 3 5 3 0 5 7 . 3 6 0 1 L T Y P E S T A T I O N NORTH EAST P O T 10+00.00 619233.8763 1352656.6388 P C 10+24.46 619245.9093 1352677.9395 P T 11+89.57 619332.9527 1352818.1759 P C 12+55.99 619370.2788 1352873.1153 P T 14+19.07 619477.8074 1352995.1669 P C 16+40.71 619643.9770 1353141.8285 P T 19+53.47 619903.5568 1353314.5574 P O T 20+73.81 620011.8587 1353367.0275 S U R V E Y C O N T R O L S H E E T B - 5 1 5 5 DESIGN ALIGNMENT V A R DO NOT USE FOR CONSTRUCTION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGN ENGINEER ENGINEER 2 B-5155 PAVEMENT DESIGN 6 /2 /9 9 2 5 -S E P -2 0 1 2 1 4 :5 1 R :\R o a d w a y \P r o j \B 5 1 5 5 _R d y _t y p .d g n $$$$U S E R N A M E $$$$ T Y P I C A L S E C T I O N N O . 1 U S E T Y P I C A L S E C T I O N N O . 1 A S F O L L O W S 0 . 0 2 0 . 0 2 C - L - S R 1 3 1 4 L 1 0 ’ 1 0 ’ 2 0 ’ 3 ’ 3 ’ - L - S T A . 1 1 + 0 0 . 0 0 T O S T A . 1 8 + 0 0 . 0 0 8’ 2 :1 M A X V A R 2 :1 M A X V A R 2 :1 M A X P O I N T G R A D E G R A D E T O T H I S L I N E C 1 T T E 1 7 "1 :1 1 : 1 0 . 0 8 0 .0 8 L A Y E R S . C 1 E 1 N O T E : P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . T E A R T H M A T E R I A L . T Y P E B 2 5 . 0 B , A T A N A V E R A G E R A T E O F 5 1 3 L B S . P E R S Q . Y D . P R O P . A P P R O X . 4 . 5 " A S P H A L T C O N C R E T E B A S E C O U R S E , P R O P . A P P R O X . 2 . 5 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 . 5 A , A T A N A V E R A G E R A T E O F 1 3 7 . 5 L B S . P E R S Q . Y D . I N E A C H O F T W O 1 2 /0 6 /0 7 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A C O M P U T E D B Y : C H E C K E D B Y : D A T E : D A T E : SHEET NO.PROJECT REFERENCE NO. 2 5 -S E P -2 0 1 2 1 4 :5 1 R :\R o a d w a y \P r o j \B 5 1 5 5 _R d y _s u m .d g n $$$$U S E R N A M E $$$$ S T A T I O N S U M M A R Y O F E A R T H W O R K S T A T I O N E X C A V . U N C L . + % E M B A N K . B O R R O W W A S T E S A Y : G R A N D T O T A L S : S U B T O T A L S : S T A T I O N S T A T I O N S A Y : L I N E S U R V E Y 2 Y D P A V E M E N T R E M O V A L S U M M A R Y LT / R T / C L L O C A T I O N STATION STATION LINE SURVEY 2 YD LT/ RT/ CL LOCATION EXISTING ASPHALT PAVEMENT SUMMARY OF BREAKING T O T A L : SAY:TOTAL:B-5155 3 0 9 - 1 7 - 1 2 1 1 + 0 0 1 8 + 0 0 2 2 4 3 , 0 8 2 3 , 3 0 6 2 2 4 2 2 4 T O T A L : P R O J E C T T O T A L : E S T . 5 % T O R E P L A C E T O P S O I L O N B O R R O W P I T 1 5 4 3 , 2 3 6 3 , 5 0 0 2 2 4 2 2 4 3 0 0 1 1 + 0 0 1 2 + 7 5 - L - C L 1 4 + 5 4 1 5 + 0 4 - L - C L 1 , 1 1 0 3 , 3 0 6 3 , 0 8 2 3 , 3 0 6 3 , 0 8 2 3 , 3 0 6 3 , 0 8 2 D .I . S T D . 8 4 0 .1 4 O R S T D . 8 4 0 .1 5 G .D .I . T Y P E "A " S T D . 8 4 0 .1 7 O R 8 4 0 .2 6 G .D .I . T Y P E "B " S T D . 8 4 0 .1 8 O R 8 4 0 .2 7 G .D .I . T Y P E "D " S T D . 8 4 0 .1 9 O R 8 4 0 .2 8 J .B . S T D . 8 4 0 .3 1 O R 8 4 0 .3 2 G .D .I . F R A M E W I T H G R A T E S T D . 8 4 0 .2 2 G .D .I . F R A M E W I T H T W O G R A T E S S T D . 8 4 0 .2 2 G .D .I . (N .S .) F R A M E W I T H G R A T E S T D . 8 4 0 .2 4 G .D .I . (N .S .) F R A M E W I T H T W O G R A T E S S T D . 8 4 0 .2 4 D .I . F R A M E & G R A T E S T D . 8 4 0 .1 6 C O R R . S T E E L E L B O W S N O . & S I Z E P I P E R E M O V A L L I N .F T .C O N C . C O L L A R S C L . "B " C .Y . S T D 8 4 0 .7 2 C O N C . & B R I C K P I P E P L U G , C .Y . S T D . 8 4 0 .7 1 S I Z E A B Q U A N T I T I E S F O R D R A I N A G E S T R U C T U R E S E N D W A L L S S T A T I O N S T R U C T U R E N O . R .C .P . C .S .P . .1 0 9 .0 7 9 .1 0 9 .0 6 4 .0 6 4 .0 6 4 .0 6 4 .0 7 9 P E R E A C H (0 ’ T H R U 5 .0 ’) 5 .0 ’ T H R U 1 0 .0 ’ 1 0 .0 ’ A N D A B O V E * T O T A L L .F . F O R P A Y Q U A N T I T Y S H A L L B E C O L . ’A ’ + (1 .3 X C O L .’B ’) F R O M T O T Y P E O F G R A T E F E G C .B . S T D . 8 4 0 .0 1 O R S T D . 8 4 0 .0 2 ABBREVIATIONS L O C A T I O N (L T ,R T , O R C L ) REMARKS 1 2 " 1 5 " 1 8 " 2 4 " 3 0 " 3 6 " 4 2 " 4 8 " 1 2 " 1 5 " 1 8 " 2 4 " 3 0 " 3 6 " 4 2 " 4 8 " S T A N D A R D 8 4 0 . 0 3 A N D H O O D F R A M E , G R A T E S 1 8 " S I D E D R A I N P I P E C U . Y D S . 1 5 " S I D E D R A I N P I P E 2 4 " S I D E D R A I N P I P E O R G A U G E T H I C K N E S S * F T . L I N . T O P E L E V A T I O N I N V E R T E L E V A T I O N I N V E R T E L E V A T I O N S L O P E C R I T I C A L L I S T O F P I P E S , E N D W A L L S , E T C . ( F O R P I P E S 4 8 " & U N D E R ) C.B.N.D.I.D.I.J.B.M.H.CATCH BASIN NARROW DROP INLET DROP INLET JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLET T.B.D.I.T.B.J.B.TRAFFIC BEARING JUNCTION BOX S T D . 8 3 8 . 8 0 O R S T D . 8 3 8 . 1 1 S T D . 8 3 8 . 0 1 , O T H E R W I S E ) N O T E D (U N L E S S G.D.I.GRATED DROP INLET G.D.I. (N.S.)(NARROW SLOT)GRATED DROP INLET ( U N L E S S N O T E D O T H E R W I S E ) B I T U M I N O U S C O A T E D C . S . P I P E T Y P E B ( U N L E S S N O T E D O T H E R W I S E ) C L A S S I I I R . C . P I P E 1 2 " 1 5 " 1 8 " 2 4 " 3 0 " 3 6 " 4 2 " 4 8 " H D P E P I P E , T Y P E S O R D O R A L U M I N I Z E D C . S . P I P E , T Y P E I R O R C L A S S I I I R . C . P I P E 1 3 + 3 2 R T 3 2 25 - L - 1 3 + 5 2 1 4 + 0 2 C L - L - 1 6 + 0 0 1 8 + 0 0 C L 4 4 4 . 4 4 -L-12+75 13+52 CL -L-15+04 16+00 CL 171.11 10.67 181.78 190 q u a n t i t i e s a r e b a s e d i n p a r t o n s u b s u r f a c e d a t a p r o v i d e d b y t h e G e o t e c h n i c a l U n i t . E a r t h q u a k e q u a n t i t i e s a r e c a l c u l a t e d b y t h e R o a d w a y D e s i g n U n i t . T h e s e e a r t h w o r k S H A L L O W U N D E R C U T C O N T I N G E N C Y C L A S S I V S U B G R A D E S T A B I L I Z A T I O N 5 2 0 C Y 1 0 0 C Y 2 0 0 T O N T O T A L S A Y 3 2 3 2 25 25 U N D E R C U T C O N T I N G E N C Y 1 5 0 C Y E S T . D R A I N A G E D I T C H E X C A V A T I O N T O 3 8 8 . 8 9 1 1 1 . 1 1 1 1 1 . 1 1 1 , 0 5 5 . 5 6 P a v e m e n t w i l l b e p a i d f o r a t t h e c o n t r a c t l u m p s u m p r i c e f o r " G r a d i n g . " a n d G r u b b i n g , B r e a k i n g o f E x i s t i n g P a v e m e n t , a n d R e m o v a l o f E x i s t i n g N o t e : A p p r o x i m a t e q u a n t i t i e s o n l y . U n c l a s s i f i e d E x c a v a t i o n , F i n e G r a d i n g , C l e a r i n g S l o p e D i t c h F r o n t G r a d e D i t c h 2 . 0 ’ G e o t e x t i l e Geotextile Slope Fill Ground Natural Geotextile G e o t e x t i l e R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 4 B-5155 R/W SHEET NO. 8 /1 7 /9 9 2 4 -A P R -2 0 1 3 1 1 :2 7 R :\R o a d w a y \P r o j \B 5 1 5 5 _R d y _p s h .d g n $$$$U S E R N A M E $$$$ B E G I N C U L V E R T E N D C U L V E R T T Y P . T Y P . T Y P . 1 9 ’ 1 9 ’ 1 9 ’ 2 0 ’ - L - P C S t a . 1 4 + 1 2 . 8 4 - L - P C S t a . 1 4 + 5 5 . 1 6 10 11 12 760 770 780 790 800 810 820 R /W R E V I S I O N : A D J U S T E D P R O P O S E D R O W A N 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 M A R K E R S A L O N G W I T H A S S O C I A T E D R O W /E A S E M E N T L I N E S O N P A R C E L 1 Z A T -L - S T A . 1 3 +8 3 .0 0 A N D S T A . 1 4 +6 7 .0 0 L T . A D J U S T E D P R O P O S E D R O W M A R K E R S A N 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 O N P A R C E L 2 Z A T -L - S T A . 1 3 +2 0 .0 0 , -L - S T A . 1 4 +0 0 .0 0 , A N D -L - S T A . 1 4 +8 0 .0 0 R T . -- S E C 4 /1 8 /1 3 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 19 7 6 0 E L E V = 7 9 6 . 7 6 - L - S T A 1 1 + 0 0 . 0 0 - L - S T A 1 8 + 0 0 . 0 0 E L E V = 8 0 0 . 0 4 P I = 1 3 + 8 9 . 0 0 E L = 7 7 7 . 6 0 ’ V C = 4 6 0 ’ - L - 7 7 0 7 8 0 7 9 0 8 0 0 8 1 0 8 2 0 K = 3 8 (-)6 .6 2 9 8 % ( + ) 5 . 4 5 9 9 % DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 1600 = 25 = 768.80 = 2559 = 100 = 770.39 = 3000+ = 500 = 784.50 (-) 1 1 .5 6 0 0 % (- ) 6 .0 6 6 7 % E L E V . 7 8 7 .7 4 S T A 1 2 +2 5 .0 0 B E G I N D I T C H E L E V . 7 8 4 .8 5 S T A 1 2 +5 0 .0 0 E L E V . 7 8 0 .3 0 S T A 1 3 +2 5 .0 0 E N D D I T C H E L E V . 7 6 7 .2 8 S T A 1 4 +4 0 .0 0 B E G I N D I T C H E L E V . 7 9 0 .3 7 S T A 1 6 +5 0 .0 0 E N D D I T C H R C B C O N F O O T I N G S 4 2 ’ X 1 2 ’ B O T T O M L E S S B E G I N G R A D E E N D G R A D E P I =1 4 +7 5 .0 0 0 E l = 7 7 2 .4 0 (+) 1 4 .6 2 8 6 % P I =1 5 +2 5 .0 0 0 E l = 7 7 8 .4 0 (+) 1 2 .0 0 0 0 % ( +) 9 .5 7 6 0 % 7 9 0 .3 7 E l = 7 7 8 .4 0 P I =1 5 +2 5 .0 0 0 E l = 7 7 2 .4 0 P I =1 4 +7 5 .0 0 0 - B L - 4 G P S B 5 1 5 5 - 1 0 0 0 1 0 2 0 2 0 3 0 4 0 5 0 6 0 6 0 5 0 4 0 3 0 2 0 2 0 3 0 4 0 5 0 5 0 4 0 3 0 2 0 1 0 0 0 1 T Y P . 1 9 ’ T Y P . 1 9 ’ T Y P . 1 9 ’ T Y P . 1 9 ’ E X I S T E X I S T 2 0 ’ 2 9 . 3 0 ’ 2 9 . 3 6 + 2 4 . 0 0 + 8 3 . 0 0 + 6 7 . 0 0 + 4 6 . 8 4 + 0 0 . 0 0 + 8 0 . 0 0 1 Z 1 Z 2Z 2 Z 8 5 . 0 0 ’ 6 5 . 0 0 ’ 2 9 . 0 1 ’ 8 5 . 0 0 ’ 6 5 . 0 0 ’ 6 0 . 0 0 ’ 7 0 . 0 0 ’ 6 0 . 0 0 ’ 5 4 . 2 5 ’ 3 0 . 6 1 ’ + 2 0 . 0 0 8 0 . 0 0 ’ 7 0 . 0 0 ’ 6 0 . 0 0 ’ I N V = 7 9 2 .4 8 ’ I N V = 7 9 4 .1 2 ’ 1 8 "R C P 2 0 ’ B S T 2 0 ’ B S T 9 ’ S O I L 8 ’ S O I L 1 5 "R C P 4 8 "W W & 1 S B W 3 6 " 3 S B W S T L & W D B R I D G E # 3 7 H O Y L E C R E E K W I L L S C H R O N C E R D S R 1 3 1 4 W I L L S C H R O N C E R D S R 1 3 1 4 E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W 6 0 .0 0 ’ 6 0 .0 0 ’ 6 0 .0 0 ’ A N N E G R A C E A R E Y B A C K R E F D B 1 7 1 P G 3 3 7 W B 9 0 - E - 3 3 2 A N N E G R A C E A R E Y B A C K R E F D B 1 7 1 P G 3 3 7 W B 9 0 - E - 3 3 2 J I M W A Y N E H O Y L E D B 9 0 5 P G 5 4 1 J I M W A Y N E H O Y L E D B 9 0 5 P G 5 4 1 T O N C H W Y 2 7 E L E V . = 7 8 1 . 0 7 ’ 7 8 ’ L E F T - B L - S T A 1 1 + 5 6 B M # 2 G A S M A R K E R N A T U R A L T Y P E /S I Z E U N K N O W N G A T E 4 8 " M T L T Y P E /S I Z E U N K N O W N S E E D B 5 5 1 P G 5 3 7 5 0 ’ N A T U R A L G A S R / W W W ( T Y P . ) W O O D 1 Z 1 Z 2Z 2 Z D B 2 3 8 2 P G 8 1 7 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 D B 2 3 8 2 P G 8 1 7 E A S E M E N T T E M P . C O N T R U C T I O N D B 2 3 7 9 P G 1 4 7 E A S E M E N T T E M P . C O N T R U C T I O N D B 2 3 8 2 P G 8 1 7 E X I S T I N G R / W D B 2 3 7 9 P G 1 4 7 E X I S T I N G R / W D B 2 3 7 9 P G 1 4 7 E A S E M E N T T E M P . C O N T R U C T I O N D B 2 3 7 9 P G 1 4 7 E A S E M E N T P E R M A N E N T D R A I N A G E N C D O T N C D O T S E E D E T A I L C S P E C I A L C U T D I T C H R E M O V E S E E D E T A I L A S P E C I A L C U T D I T C H R E T A I N F l a t t e r 2 :1 o r D 2 :1 ( N o t t o S c a l e ) S P E C I A L C U T D I T C H F R O M S T A . 1 2 + 2 5 R T T O S T A . 1 3 + 2 5 R T D E T A I L A M i n . D = 1 F t . G r o u n d N a t u r a l ( N o t t o S c a l e ) R I P R A P A T E M B A N K M E N T F R O M S T A . 1 4 + 4 0 L T T O S T A . 1 4 + 5 5 L T D E T A I L D 5 . 0 ’ R C B C O N F O O T I N G S 4 2 ’ X 1 2 ’ B O T T O M L E S S F i l t e r F a b r i c = 1 0 s y T y p e o f L i n e r = 3 T O N S , C L I I R i p - R a p S E E D E T A I L B B A S E D I T C H S T A N D A R D S E E D E T A I L E T O E P R O T E C T I O N ( Not to Scale)SPECIAL LATERAL ’V’ DITCH D d 2 :1 F R O M S T A . 1 5 + 2 5 L T T O S T A . 1 6 + 5 0 L T DETAIL C Max. d=1Ft.Min. D=1Ft. T y p e o f L i n e r = C L A S S B R i p - R a p F l a t t e r 2 :1 o r G r o u n d N a t u r a l FROM STA 13+75 TO SAT 14+07 -L- RT F i l l S l o p e 2 :1 o r F l a t t e r b= 1.5 Ft.d= 1.5 Ft.Type of Liner= CLASS B RIP RAP b DETAIL E ( Not to Scale)TOE PROTECTION d 2 :1 2 :1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H B d F R O M S T A 1 4 + 4 0 T O S T A 1 5 + 2 5 - L - L T D E T A I L B B = 2 . 0 F t . F t . M a x . d = 1 . 5 M i n . D = 1 . 5 F t . G r o u n d N a t u r a l G r o u n d N a t u r a l * W h e n B i s < 6 . 0 ’ T y p e o f L i n e r = C L A S S B R I P R A P 1 8 " C S P E S T 1 0 S Y G E O T E X T I L E E S T 3 T O N S C L A S S I I R I P R A P ( T Y P ) D E T A I L D E S T 1 7 0 S Y G E O T E X T I L E E S T 1 6 0 T O N S C L A S S I I R I P R A P ( T Y P ) E S T 7 5 S Y G E O T E X T I L E E S T 7 0 T O N S C L A S S I I R I P R A P ( T Y P ) C F F F F F F F F F F C F C F C F C F C F F F F F F F F F F F F F F C F F F F F F F F F F F F C -L- POT Sta. 20+73.81 -L- PT Sta. 19+53.47 - L - P C S t a . 1 6 + 4 0 . 7 1 - L - P T S t a . 1 4 + 1 9 . 0 7 - L - P T S t a . 1 1 + 8 9 . 5 7 - L - P C S t a . 1 0 + 2 4 . 4 6 - L - P O T S t a . 1 0 + 0 0 . 0 0 P I S t a 1 1 + 0 7 . 0 6 D L = 1 6 5 . 1 0 ’ T = 8 2 . 6 0 ’ R = 2 , 0 0 0 . 0 0 ’ P I S t a 1 3 + 3 7 . 9 6 D L = 1 6 3 . 0 9 ’ T = 8 1 . 9 8 ’ R = 6 5 0 . 0 0 ’ P I S t a 1 7 + 9 8 . 0 6 D L = 3 1 2 . 7 6 ’ T = 1 5 7 . 3 5 ’ R = 1 , 1 5 0 . 0 0 ’ - L - - L - P O C S t a . 1 1 + 0 0 . 0 0 - L - P O C S t a . 1 8 + 0 0 . 0 0 1 0 + 0 0 2 0 +0 0 1 5 +0 0 - L - P C S t a . 1 2 + 5 5 . 9 9 R O = S E E P L A N S R O = S E E P L A N S R O = S E E P L A N S e = . 0 6 e = . 0 5 e = E X I S T B E G I N T I P P R O J E C T B - 5 1 5 5 E N D T I P P R O J E C T B - 5 1 5 5 N A D 8 3 / N S R S 2 0 0 7 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 8 0 5 805 8 1 0 810 8 1 5 815 8 2 0 820 8 2 5 825 7 7 5 775 1 0 + 5 0 . 0 0 X-1 B-5155 - L - 2.5 5 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 8 0 0 . 0 7 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 7 5 775 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 8 0 5 805 8 1 0 810 8 1 5 815 8 2 0 820 7 7 0 770 1 0 + 7 5 . 0 0 7 7 5 775 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 8 0 5 805 7 7 0 770 1 1 + 0 0 . 0 0 X-2 B-5155 - L - 2.5 5 7 9 8 . 4 1 7 9 6 . 7 6 2 :1 0 . 0 1 0 0 . 0 2 0 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 7 5 775 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 8 0 5 805 7 7 0 770 1 1 + 2 5 . 0 0 7 7 5 775 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 7 7 0 770 1 1 + 5 0 . 0 0 X-3 B-5155 - L - 2.5 5 7 9 5 . 1 1 2 :1 2 :1 0 . 0 0 3 0 . 0 2 0 7 9 3 . 4 4 2 :1 2 :1 0 . 0 1 6 0 . 0 2 0 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 7 5 775 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 7 7 0 770 1 1 + 7 5 . 0 0 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 7 7 5 775 1 2 + 0 0 . 0 0 X-4 B-5155 - L - 2.5 5 7 9 1 . 7 7 2 :1 2 :1 0 . 0 2 0 0 . 0 2 0 7 9 0 . 1 0 2 :1 2 :1 0 . 0 2 0 0 . 0 2 0 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 7 7 5 775 1 2 + 2 5 . 0 0 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 7 7 5 775 1 2 + 5 0 . 0 0 7 7 5 775 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 7 7 0 770 1 2 + 7 5 . 0 0 X-5 B-5155 - L - 2.5 5 7 8 8 . 4 4 2 :1 2 :1 0 . 0 2 0 0 . 0 2 0 2 :1 7 8 7 . 7 4 7 8 6 . 7 9 2 :1 2 :1 0 . 0 2 6 0 . 0 2 6 2 :1 7 8 4 . 8 5 7 8 5 . 1 3 2 :1 2 :1 0 . 0 3 8 0 . 0 3 8 2 :1 7 8 3 . 3 3 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 7 5 775 7 8 0 780 7 8 5 785 7 9 0 790 7 7 0 770 1 3 + 0 0 . 0 0 7 7 5 775 7 8 0 780 7 8 5 785 7 7 0 770 1 3 + 2 5 . 0 0 7 7 0 770 7 7 5 775 7 8 0 780 7 8 5 785 7 6 5 765 1 3 + 5 0 . 0 0 X-6 B-5155 - L - 2.5 5 7 8 3 . 4 7 2 :1 2 :1 0 . 0 5 0 0 . 0 5 0 2 :1 7 8 1 . 8 2 7 8 1 . 8 3 2 :1 2 :1 0 . 0 6 0 0 . 0 6 0 2 :1 780.30 7 8 0 . 4 3 2 :1 0 . 0 6 0 0 . 0 6 0 3 :1 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 7 0 770 7 7 5 775 7 8 0 780 7 8 5 785 7 6 5 765 1 3 + 7 5 . 0 0 7 7 0 770 7 7 5 775 7 8 0 780 7 8 5 785 7 6 5 765 1 4 + 0 0 . 0 0 7 6 0 760 7 6 5 765 7 7 0 770 7 7 5 775 7 8 0 780 7 8 5 785 7 5 5 755 1 4 + 2 5 . 0 0 X-7 B-5155 - L - 2.5 5 7 7 9 . 6 4 0 . 0 5 7 0 . 0 5 7 3 :1 3 : 1 7 7 9 . 2 1 0 . 0 4 3 0 . 0 4 3 3 :1 3 : 1 7 6 3 . 2 6 0 . 0 2 8 0 . 0 2 8 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 6 0 760 7 6 5 765 7 7 0 770 7 7 5 775 7 8 0 780 7 8 5 785 7 5 5 755 1 4 + 5 0 . 0 0 7 7 0 770 7 7 5 775 7 8 0 780 7 8 5 785 7 6 5 765 1 4 + 7 5 . 0 0 7 7 5 775 7 8 0 780 7 8 5 785 7 7 0 770 1 5 + 0 0 . 0 0 X-8 B-5155 - L - 2.5 5 7 6 3 . 6 6 0 . 0 2 0 0 . 0 2 0 3 : 1 3 :1 0 . 0 2 0 0 . 0 2 0 2 :1 2 :1 7 7 2 . 4 0 3 :1 3 : 1 7 7 9 . 4 9 0 . 0 2 0 0 . 0 2 0 2 :1 2 :1 7 7 5 . 4 0 3 :1 3 : 1 7 8 0 . 1 6 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 8 0 780 7 8 5 785 7 7 5 775 1 5 + 2 5 . 0 0 7 8 0 780 7 8 5 785 7 9 0 790 7 7 5 775 1 5 + 5 0 . 0 0 7 8 5 785 7 9 0 790 7 9 5 795 7 8 0 780 1 5 + 7 5 . 0 0 7 8 5 785 7 9 0 790 7 9 5 795 7 8 0 780 1 6 + 0 0 . 0 0 X-9 B-5155 - L - 2.5 5 0 . 0 2 0 0 . 0 2 0 2 :1 7 7 8 . 4 0 3 :1 3 : 1 7 8 1 . 8 7 2 :1 2 :1 0 . 0 2 0 0 . 0 2 0 2 :1 7 8 0 . 7 9 7 8 3 . 6 6 2 :1 2 :1 0 . 0 2 0 0 . 0 2 0 2 :1 7 8 3 . 1 9 7 8 5 . 6 2 7 8 7 . 6 3 2 :1 2 :1 0 . 0 2 0 0 . 0 2 0 2 :1 7 8 5 . 5 8 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 8 5 785 7 9 0 790 7 9 5 795 7 8 0 780 1 6 + 2 5 . 0 0 7 9 0 790 7 9 5 795 7 8 5 785 1 6 + 5 0 . 0 0 7 9 0 790 7 9 5 795 8 0 0 800 7 8 5 785 1 6 + 7 5 . 0 0 7 9 0 790 7 9 5 795 8 0 0 800 7 8 5 785 1 7 + 0 0 . 0 0 X-10 B-5155 - L - 2.5 5 7 8 9 . 6 2 2 :1 2 :1 0 . 0 3 2 0 . 0 3 2 7 8 7 . 9 8 2 :1 7 9 1 . 4 2 2 :1 2 :1 0 . 0 4 5 0 . 0 4 5 7 9 0 . 3 7 2 :1 7 9 3 . 1 1 2 :1 2 :1 0 . 0 5 0 0 . 0 5 0 7 9 4 . 7 0 2 :1 2 :1 0 . 0 3 9 0 . 0 3 9 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 9 5 795 8 0 0 800 7 9 0 790 1 7 + 2 5 . 0 0 7 9 5 795 8 0 0 800 8 0 5 805 7 9 0 790 1 7 + 5 0 . 0 0 7 9 5 795 8 0 0 800 8 0 5 805 7 9 0 790 1 7 + 7 5 . 0 0 7 9 5 795 8 0 0 800 8 0 5 805 7 9 0 790 1 8 + 0 0 . 0 0 X-11 B-5155 - L - 2.5 5 7 9 6 . 1 6 2 :1 2 :1 0 . 0 2 6 0 . 0 2 6 7 9 7 . 5 1 0 . 0 1 2 0 . 0 2 0 7 9 8 . 7 9 2 :1 0 . 0 0 1 0 . 0 2 0 8 0 0 . 0 4 0 . 0 2 0 0 . 0 2 0 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 8 0 5 805 8 1 0 810 8 1 5 815 8 2 0 820 8 2 5 825 7 7 5 775 1 8 + 2 5 . 0 0 X-12 B-5155 - L - 2.5 5 8 0 1 . 2 8 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 4 -A P R -2 0 1 3 1 5 :4 3 R :\R o a d w a y \C o r r i d o r M o d e l i n g \B 5 1 5 5 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 7 8 0 780 7 8 5 785 7 9 0 790 7 9 5 795 8 0 0 800 8 0 5 805 8 1 0 810 8 1 5 815 8 2 0 820 8 2 5 825 7 7 5 775 1 8 + 5 0 . 0 0 X-13 B-5155 - L - 2.5 5 8 0 2 . 5 2