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HomeMy WebLinkAbout20170277 Ver 1_I-5338 Areas 12A & 2B Wake August 18 2014_20170308STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR August 18, 2014 U.S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. Eric Alsmeyer NCDOT Division 5 Project Coordinator ANTHONY J. TATA SECRETARY SUBJECT: Application for Section 404 Nationwide Permits 13, 23, and 33, Section 401 Water Quality Certification, and Neuse River Riparian Buffer Authorization for the I-40/440 Pavement Reconstruction — Areas 1, 2A, and 2B Project, Wake County, North Carolina. Federal Aid Project No. IMS-040-4(147)298, TII' No. I-5338. Debit $570.00 from WBS Element No. 46157.1.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction of I- 40/440, beginning at the I-40/LTS 64/US 1 interchange west of SR 1319 (Jones Franklin Road), continuing east along I-40/440 and onto I-440/US 64, and terminating north of the I-440 interchange with US 64/US 264. This reconstruction project is comprised of three smaller projects, each of which will be permitted separately. The three smaller projects include: 1) the initial 3-lane maintenance of traffic (MOT) temporary widening project (TIP Na I-5338), 2) the Area 3 project (TII' Nos. I-5311 and I-5338), which begins near the I-40/440 interchange (Station 444+00) and continues northeast to the end of the project, just north of the I-440 interchange with US 64/US 264 (Station 628+60), and 3) the final project consisting of Areas 1, 2A, and 2B (TIP No. I-5338), beginning at Station 19+02 near the I-40/US 64/US 1 interchange and continuing east to Station 444+00, just west of the I-40/440 interchange. A Neuse River Riparian Buffer Authorization and North Carolina State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands and Waters was issued for the initial MOT project on December 6, 2013 (DWR Project No. 20131248 ver.l). A Section 404 Nationwide Permit (SAW-2013- 00068) and a Section 401 Water Quality Certification and Neuse River Riparian Buffer Authorization (DWR Project No. 20131248 ver. 2) were issued for the Area 3 project on December 26, 2013 and January 7, 2014, respectively. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT SECTION I S9H MAIL SERVICE CENTER Ra[.EIGH NC 27699-1598 TELEPHONE: 9I9-%O%-(IOO FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG PHYSICAL ADDRESS: Century Center - Building B 1020 Birch Ridge Dr Raleigh, NC 27610-4328 This Section 404/401 permit application and Neuse River Riparian Buffer Authorization request is for the final, Areas 1, 2A, and 2B project phase. Authorization for a minor stream repair (58 linear feet [IfJ) in the Area 3 project is also being requested as part of this application submittal. This permit site has been added to repair this stream reach within existing NCDOT right-of-way to help alleviate the sedimentation problems associated with this stream and culvert. Please find enclosed the Pre-construction Notification (PCN), Stormwater Management Plan, Marks Creek Mitigation Site Debit Ledger, permit drawings, buffer drawings, and roadway design plans for the subject projects. A copy of the U.S. Army Corps of Engineers (USACE) Jurisdictional Determination was provided with the previously-submitted MOT project permit application. A Categorical Exclusion (CE) was completed for I-5338 in December 2012. This TIP project had a Design Build let date of May 13, 20l 3. Construction of the Area 1, 2A, and 2B project is projected to commence in September/October of 2014, contingent on issuance of permits. A copy of this permit application will be posted on the NCDOT Website at htt s://colincct.ncdot. rov/resourecslEnvi�•c�t�melltallf'a17es/deEa�.11t.as �x, under Quick Links > Permit Applications. Copies of the environmental documents are also available at the above website address under Quick Links > Environn2ental Documents. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Jim Mason at either jsmason@ncdot.gov or (919) 707-6136. Sincerely, =�_ �o� Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List I-5338 Areas 1, 2A, and 2B Application 2 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 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 1 b. Specify Nationwide Permit (NWP) number: 13 23 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 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: I-40/440 Pavement Reconstruction -Areas 1, 2A, and 2B 2b. County: Wake 2c. Nearest municipality/ town: Raleigh 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state I-5338 project no: 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 not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@ncdot.gov 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. Ciry, 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: B. Project Information and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.452563 Longitude: - 78.395597 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 680 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Walnut Creek, Walnut Creek (Lake Johnson), and proposed project: Wildcat Branch 2b. Water Quality Classification of nearest receiving water: C;NSW (Walnut Creek and Wildcat Branch), B;NSW (Walnut Creek [Lake Johnson]) 2c. River basin: Neuse 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: I-40/I-440 is classified as Interstate based on the North Carolina Functional Classification System. The project area consists of maintained NCDOT right-of-way along I-40/440 and is primarily composed of maintained fill slopes, paved shoulders and interchanges, and forested edges adjacent to the roadway. Land use within the vicinity includes forested, commercial, industrial, medium- to high-density residential, agricultural, recreational, and infrastructure-related. 3b. List the total estimated acreage of all existing wetlands on the property: 4.32 acres jurisdictional wetland; 0.27 acre non jurisdictional, isolated wetland 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 9,561 LF 3d. Explain the purpose of the proposed project: The purpose of the pavement reconstruction project is to address deteriorating road conditions by replacing deficient pavement and road-bed material in order to improve the quality of the road along the project corridor, while still maintaining traffic during project construction. The purpose of the Area 1, 2A, and 2B project is to reconstruct pavement within the Area 1, 2A, and 26 footprint, while also improving the stormwater drainage and overall hydraulic drainage system. 3e. Describe the overall project in detail, including the type of equipment to be used: The Area 1 project begins near the I-40/US 64/US 1 interchange (Station 19+02) and continues east to Areas 2A and 2B, which begin at Station 68+12.63 and end at Station 444+00, just west of the I-40/I-440 interchange. Construction activities associated with the Area 1, 2A, and 2B project include pavement reconstruction, minor modifications to existing fill slopes associated with the pavement reconstruction, storm drain system pipe replacement, maintenance and protection of existing drainage structures, culvert preservation/slip lining, sediment removal from culverts and streams, temporary stream dewatering, and stream bank stabilization. All practical alternatives will be utilized to minimize the project footprint associated with the pavement reconstruction project. Standard road building equipment such as trucks, dozers, backhoes, 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? � Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary � Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: RK&K (I-5338) Name (if known): Elizabeth Workman-Maurer (I-5338) Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. I-5338 Approved JD issued on April 1, 2013. JD was provided with the previously-submitted MOT permit application. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes ❑ No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. A Neuse River Riparian Buffer Authorization and North Carolina State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands and Waters has been issued for the initial Maintenance of Traffic (MOT) project (NCDWR Project No. 20131248 ver.1) and a USACE Section 404 Nationwide permit (Action ID SAW-2013-0068) and NCDWR Section 401 Certification and Buffer Authorization (Project No. 20131248 ver.2) has been issued for the Area 3 project. 6. Future Project Plans 6a. Is this a phased project? � Yes ❑ No 6b. If yes, explain. This reconstruction project is comprised of three smaller projects, each of which has been/will be permitted separately. The three smaller projects include: 1) the initial 3-lane maintenance of traffic (MOT) temporary widening project (TIP No. I-5338), 2) the Area 3 project (TIP Nos. I-5311 and I-5338), which begins near the I-40/440 interchange (Station 444+00) and continues northeast to the end of the project, just north of the I-440 interchange with US 64/US 264 (Station 628+60), and 3) the final project consisting of Areas 1, 2A, and 2B (TIP No. I-5338), beginning at Station 19+02 near the I-40/US 64/US 1 interchange and continuing east to Station 444+00, just west of the I-40/440 interchange. A Neuse River Riparian Buffer Authorization and North Carolina State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands and Waters have been issued for the initial MOT project. A Section 404/401 permit and Neuse River Riparian Buffer Authorization have been issued for the Area 3 project. This application request is being submitted for the final Areas 1, 2A, and 2B project phase, plus one permit site within Area 3 that has been recently added to the project. 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. 2b. 2c. 2d. 2e. 2f. Wetland impact Type ofjurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts Perm.: 0.07 ac. 2h. Comments: See the attached wetland impact table for site-by-site impacts. 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. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ — non-404, (feet) other) Site 1❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 2❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts Perm:668 LF Temp:743 LF 3i. Comments: See the attached stream impact table for site-by-site impacts. 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. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts Perm.: 0 Temp.: 0 4g. Comments: No open water impacts will result from the Area 1, 2A, and 2B project. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled 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: 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. � Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 ❑P❑T ❑Yes ❑ No 62 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 122,516 78,654 6i. Comments: See the attached buffer impact table for site-by-site impacts. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. For the Area 1, 2A, and 2B project, jurisdictional impacts to wetlands have been minimized to less than 0.10 acre with impacts primarily limited to mechanized land clearing associated with the installation of erosion control structures. Jurisdictional stream impacts have been minimized to only those impacts associated with the maintenance and protection of existing drainage structures and to areas requiring bank stabilization. Sediment removal within the culverts and streams has been limited only to the areas required to achieve positive drainage. A majority of buffer impacts have also been minimized to affect only those areas where maintenance and protection of existing structures will occur. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT's Best Management Practices (BMP) for Construction and Maintenance Activities, BMPs for the Protection of Surface Waters as well as Design Standards for Sensitive Watersheds will be used to reduce stormwater impacts to receiving waters and minimize erosion and runoff from the construction sites. Where feasible, all equipment and material staging areas will be located outside of protected riparian buffers, wetlands, and streams and will be located within uplands. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? If no, ex lain: 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ 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: 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. 40 If of permanent impact (fill) to perennial streams @2:1 = 80 If of mitigation required. Please see the attached Marks Creek Mitigation Site Debit Ledger. 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 � Yes ❑ No buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Parallel Impacts 6,915 3(2 for Catawba) 20,745 Zone 2 Parallel Impacts 9,292 1.5 13,938 6f. Total buffer mitigation required: 34,683 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). Permittee responsible mitigation will be used to offset mitigation buffer impacts for this project. Please see the attached Marks Creek Mitigation Site debit ledger. 6h. Comments: 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 � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. � Yes ❑ No Comments: See attached permit drawings. 2. Stormwater Mana ement 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 Stormwater Management Plan. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ 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 5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. 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 � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. 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.) � Yes ❑ No Comments: 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, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 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): n/a 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � 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. The proposed pavement reconstruction project will modernize and improve existing transportation facilities but will not increase traffic volumes or result in additional development. 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. n/a 11 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? � Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NHP, USFWS website, NCDOT habitat assessments and field surveys. Surveys/habitat assessments were conducted most recently on July 13, 2011 (I-5311) and September 16, 2011 (I-5338) for the red-cockaded woodpecker, September 19, 2013 (both I-5311 and I-5338) for Michaux's sumac, and April 7, 2011 (I-5311) and March 14, 2012 for dwarf wedgemussel. All species have a biological conclusion of No Effect. 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. Wiil this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes ❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation; no construction activities, including storage of materials and equipment, will occur outside the existing right-of-way near the National Register-listed Oak View property and Samaria Baptist Church located in the vicinity of the Poole Road interchange. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 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 �� Richard W. Hancock, P.E. g—�� rC� Applicant/Agent's Printed Name � ' _-� Applicant/Agent's Signature Date (AgenYs signature is valid oniy if an authorization letter from the applicant is rovided. IZ Wetland Impacts Table 2a. 2b. 2c. 2d. 2e. 2f. Site TIP # Wetland Impact Type of Impact Type of Wetland (if Forested Type of jurisdiction Area of Number Permanent (P) or known) (Y/N) (Corps-404, 10 DWQ impact Temporary (T) non-404, other (acres) Mec anized 2002 I-5338 P Headwater Forest (WF) Y Corps - 404 0.02 2201 I-5338 p Mechanized Headwater Forest/Non-tidal Y Corps - 404 0.01 Clearin Freshwater Marsh WC 2501 I-5338 p Mechanized Bottomland Hardwood Forest Y Corps - 404 <0.01 Clearin WN 2502 I-5338 p Mechanized Bottomland Hardwood Forest Y Corps - 404 <0.01 Clearin WN 2801 I-5338 P Excavation Non-Tidal Fr�M ater Marsh N Corps - 404 0.03 Mechanized 3001 I-5338 P Floodplain Pool (WK) N Corps - 404 <0.01 2g. Total Wetland Impacts Perm: 0.07 2h. Comments: There is no significant loss ofjursidictional wetlands resulting from impacts associated with this project. Therefore, no miti ation is bein ro osed for these im acts. Stream Impact Table 3a. 3b. 3c. 3d. 3e. 3f. 3g. Site TIP # Stream Impact Type of Impact Stream Name Perennial Type of jurisdiction Average Impact Number Permanent (P) or (PER) or (Corps-404, 10 Stream Length Temporary (T) Intermittent DWQ-non-404, Width (linear (INT)? other (feet) feet) 801 I-5338 T Dewatering�1� UT Wa nut Cree pER Corps - 404 3 61 801 I-5338 P Bank Stabilization UT Wa nut Cree pER Corps - 404 3 41 1101 I-5338 T Dewatering�1� UT Walnut Creek pER Corps - 404 4 46 UT Walnut Creek 1101�5� I-5338 P Permanent Fill PER Corps - 404 4 10 1101 I-5338 P Bank Stabilization UT Walnut Creek pER Corps - 404 4 30 1102 I-5338 T Dewatering�1� UT Walnut Creek INT Corps - 404 5 32 1102 I-5338 P Permanent Fill UT Walnut Creek INT Corps - 404 5 10 1102 I-5338 P Bank Stabilization UT Walnut Creek INT Corps - 404 5 33 1103 I-5338 T Dewatering�1� UT Walnut Creek pER Corps - 404 7 27 1103 I-5338 P Bank Stabilization UT Wa nut Cree pER Corps - 404 7 20 1301 I-5338 T Dewatering�1� UT Walnut Creek pER Corps - 404 3 39 UT Walnut Creek 1301�5� I-5338 P Permanent Fill PER Corps - 404 3 10 1301 I-5338 P Bank Stabilization UT Walnut Creek pER Corps - 404 3 35 1302 I-5338 T Dewatering�1� UT Walnut Creek INT Corps - 404 8 148 1302 I-5338 P Permanent Fill UT Walnut Creek INT Corps - 404 8 86 1302 I-5338 P Bank Stabilization UT Walnut Creek INT Corps - 404 8 20 1303 I-5338 T Dewatering�1� UT Walnut Creek (SI) INT Corps - 404 4 13 1303 I-5338 P Bank Stabilization UT Walnut Creek (51) INT Corps - 404 4 21 1304 I-5338 P Bank Stabilization UT Walnut Creek pER Corps - 404 7 23 SH SI 1501 I-5338 T Dewatering�l� UT Walnut Creek (SK) PER Corps - 404 8 46 1501�5� I-5338 P Permanent Fill UT Walnut Creek (SK) PER Corps - 404 8 10 1501 I-5338 P Bank Stabilization UT Walnut Creek (SK) PER Corps - 404 8 32 1701 I-5338 T Dewatering�1� UT Walnut Creek (SL) PER Corps - 404 9 39 1701�Z� I-5338 P Stream Relocation UT Walnut Creek (SL) PER Corps - 404 9 15 1701 I-5338 T Dewatering�1� UT Walnut Creek (SL) PER Corps - 404 9 17 1702 I-5338 T Dewatering�l� UT WaISnMt Creek INT Corps - 404 4 32 1702 I-5338 P Bank Stabilization UT WaISnMt Creek INT Corps - 404 4 40 1901 I-5338 T Dewatering�1� UT WaISNt Creek pER Corps - 404 4 46 1901 I-5338 P Bank Stabilization UT WaISNt Creek pER Corps - 404 4 42 1901�5� I-5338 P Permanent Fill UT WaISNt Creek pER Corps - 404 4 10 1901 I-5338 P Bank Stabilization UT WaISNt Creek pER Corps - 404 4 15 2101 I-5338 T Dewatering�1� UT Walnut Creek (SP) INT Corps - 404 4 15 2101 I-5338 P Bank Stabilization UT Walnut Creek (SP) INT Corps - 404 4 20 2301 I-5338 T Dewatering�l� UT Walnut Creek (SR) PER Corps - 404 6 54 2301 I-5338 P Bank Stabilization UT Walnut Creek (SR) PER Corps - 404 6 10 2301 I-5338 T Dewatering�1� UT Walnut Creek (SR) PER Corps - 404 5 56 2301 I-5338 P Bank Stabilization UT Walnut Creek (SR) PER Corps - 404 5 10 2302 I-5338 T Dewatering�l� Walnut Creek (SDD) PER Corps - 404 18 45 2302 I-5338 P Bank Stabilization Walnut Creek (SDD) PER Corps - 404 18 17 2802 I-5338 T Dewatering�l� UT Walnut Creek (SV) INT Corps - 404 4 10 2802 I-5338 P Bank Stabilization UT Walnut Creek (SV) INT Corps - 404 4 20 2901 I-5338 T Dewatering�l� UT Walsn� Creek pER Corps - 404 6 17 UT Walnut Creek 2901�3� I-5338 P Permanent Fill SW PER Corps - 404 6 10 2901 I-5338 P Bank Stabilization UT W�IsnW; Creek pER Corps - 404 6 20 3101�4� I-5338 P Stream Repair UT Walnut Creek (SY) INT Corps - 404 4 58 3h. Total Stream and Tributary Impacts Temp: 743 Perm: 668 3i. Comments: 1. Temporary dewatering is required for the maintenance and protection of existing drainage structures and sediment removal within the culverts and streams to achieve positive drainage. 2. Site 1701 (Stream relocation) will not require compensatory mitigation per USACE. 3. Site 2901 (Permanent fill) will not require compensatory mitigation per USACE. 4. Site 3101 is in Area 3. 5. Sites 1101 (Permanent fill), 1301(Permanent fill), 1501 (Permanent fill), and 1901 (Permanent fill) will require compensatory mitigation. Buffer Impacts Table 6b. 6c. 6d. 6e. 6f. 6g. Site TIP # Buffer Impact Reason for Impact Stream name Buffer Zone 1 Zone 2 Number Permanent (P) or mitigation impact impact Temporary (T) required? (square feet) (square feet 801 I-5338 P Parallel Unnamed Trib to Walnut Creek Yes 0 801 (LakeJohnson)(SA) 802 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 8567 3434 rU r (LakeJohnson)(SA) 1101 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 7756 3566 r (LakeJohnson)(SD) 1102 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 7703 2925 r r (Lake Johnson) (SF) 1103 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 3514 1220 r (LakeJohnson)(SE) 1301 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 7629 6527 r (S�) 1302 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 19071 6464 r (sH/sq Protection of Existing No 3136 2950 1303 I-5338 P Unnamed Trib to Walnut Creek (SI) r 1501 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 8514 5535 r r (sK) 1701 I-5338 P Road Crossing Unnamed Trib to Walnut Creek (5�) No 12556 9149 1702 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 6557 3680 r (SM1 1901 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 8870 2959 r r (sN) 2001 I-5338 P Road Crossing Unnamed Trib to Walnut Creek No 0 903 (50) 2002 I-5338 P Parallel Unnamed Trib to Walnut Creek Yes 96 195 (SP) 2003 I-5338 P Parallel Unnamed Trib to Walnut Creek Yes 0 504 (SN) 2005 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 3274 838 (SN) 2006 I-5338 P Parallel Unnamed Trib to Walnut Creek Yes 60 2256 (SN) 2007 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 1805 2289 (SN) 2008 I-5338 P Road Crossing Unnamed Trib to Walnut Creek No 0 1161 (SDD) 2101 I-5338 P Road Crossing Unnamed Trib to Walnut Creek No 1511 995 (SP) 2201 I-5338 P Stormwater Device Unnamed Trib to Walnut Creek No 0 46 (sc1) 2301 I-5338 P Road Crossing Unnamed Trib to Walnut Creek No 126 162 (5Q) 2302 I-5338 P Parallel Unnamed Trib to Walnut Creek Yes 5458 1194 (SDD) 2303 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 309 0 r (so�) 2304 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 183 508 r r (soo) 2305 I-5338 P Parallel Unnamed Trib to Walnut Creek Yes 1301 3748 (SR) 2306 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 1988 595 r (SR1 2307 I-5338 p Protection of Existing Unnamed Trib to Walnut Creek No 2068 1417 r r (sR) 2308 I-5338 P Road Crossing Unnamed Trib to Walnut Creek No 278 1162 (SR) 2501 I-5338 P Road Crossing Wildcat eranch (55) No 0 899 2601 I-5338 P Road Crossing Unnamed Trib to Walnut Creek (ST) No 112 121 2801 I-5338 P New Structure Unnamed Trib to Walnut Creek No 896 844 (SU) Protection of Existing Unnamed Trib to Walnut Creek 2802 I-5338 P �5�� No 2377 2332 Protection of Existing Unnamed Trib to Walnut Creek 2901 I-5338 P �SW) No 4898 4826 3001 I-5338 P Road Crossing Unnamed Trib to Walnut Creek No 1903 1766 (SX) 4301 I-5338 P Parallel WalnutCreek(SDD) Yes 0 594 4401 I-5338 p Protection of Existing Wildcat eranch (55) No 0 89 6h. Total Buffer Impacts 122516 78654 6i. Comments Marks Creek Mitigation Site ONEID 092-011 The Marks Creek Mitigation Site is located in Wake County within the USGS hydrologic unit 03020201 of the Neuse River. NCDOT acquired the 66 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-2547. Monitoring requirements were performed from 2004 to 2008 and the site was closed out in 2009. Table 1 shows the final mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03020201. Tables 2-5 indicate all mitigation debits that have occurred per regulatory agency approval. To offset unavoidable buffer and stream impacts associated with T.I.P. I-5338 (Areas 1, 2A, and 2b), the Marks Creek Mitigation Site will be debited 801in. Ft of stream restoration and 34,683 sq. ft. of buffer restoration. This debit is reflected in the debit ledger below. Table L Mitigation Quantities Approved HUC Mitigation Type Starting Amount Additional Notes 3020201 Stream Preservation 3247 (Ln.Ft.) 3020201 Riparian Wetland Restoration 3.33 (Ac.) No debits as of 8/7/14 3020201 Riparian Wetland Preservation 11 (Ac.) 3020201 Riparian Wetland Enhancement 13 (Ac) 3020201 Buffer Restoration 324700 (Sq.Ft.) Table 2. Mitigation Debits — Stream Restoration Debit Amount Mitigation Type (Ln.Ft.) Status Site TIP Action ID# NOTES Stream Restoration 2873 Close Out R-2814A&B 2008-01316 Mod Stream Restoration 80 Close Out I-5338 (Areas 1, Impacts were 40 2A, and 2b) lin. Ft. @ 2:1 ratio Table 3. Mitigation Debits — Riparian Wetland Enhancement Mitigation Type Debit Amount (Ac) Status Site TIP Action ID# NOTES Riparian Wetland Enhancement 10.9 Close Out R-2000F&G 199920387 Riparian Wetland Enhancement 0.98 Close Out R-3825A 201101695 .49 @2:1 Riparian Wetland Enhancement .14 Close Out B-5113 Table 4. Mitigation Debits — Buffer Restoration Mitigation Type Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Amount 114659 114 75581 1655 4242 34683 Status Close Out Close Out Close Out Close Out Close Out Close Out Site TIP II Action ID# U-3804 I200421647 R-2814-B Mod 2008-01316 B-3528 2008-00153 B-4944 2009-00207 B-5113 � I-5338 (Areas 1, 2A, and 2b) NOTES 6,915 sq ft of impacts for zone 1 and 9292 sq ft of zone 2 totaling 34,683 sq ft with 3:1 ratio for zone 1 and 1.5:1 for zone 2 1-fi�;ll��'�ly North Carolina Department of Trensportation StOt'171�vc'I'�e`P I ,,,,. ,�,,, Highway Stormwater Program � ��/ STORMWATER MANAGEMENT PLAN � - (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: I-5338 Count ies : Wake Pa e 1 of 6 General Project Information Project No.: I-5338 Project Type: Roadway Widenin Date: 7/1/2014 NCDOT Contact: Michael Shumsk Contractor / Designer: Kimley-Horn and Associates Address: NCDOT - Transportation Program Management Unit Address: 3001 Weston Parkway 1020 Birch Ridge Road Cary, NC 27513 Raleigh, NC 27610 Phone:919-707-6627 Phone:919-677-2000 Email: mshumsky@ncdot.gov Email: dan.robinson kimley-horn.com City/Town: Raleigh County(ies : Wake River Basin(s): Neuse CAMA County? No Primary Receiving Water: See Environmental Summary NCDWQ Stream Index No.: See Environmental Summa NCDWQ Surface Water Classification for Primary Receiving Water Primary: See Environmental Summa Supplemental: See Environmental Summary Other Stream Classification: See Environmental Summa 303(d) Impairments: See Environmental Summary Buffer Rules in Effect Neuse Project Description Project Length (lin. Miles or feet): 8.007 mi. (Areas 1& 2 only) Surrounding Land Use: Urban Proposed Project Existing Site Project Built-Upon Area (ac.) 175.09 ac. 152.33 ac. TypIC31 CYOSS SECtl011 D2SCI'Ipt1017: -L1- (Areas 1& 2 only) 3@ 12' lanes divided by a median barrier and 11' interior shoulders and 11' to 26' -L1- (Areas 1& 2 only): 3@ 12' lanes divided by a grass median and 10' to 11' interior shoulder and 11' outside shoulders with lateral and cut ditches where necessary outside shoulders with lateral and cut ditches Average Daily Traffic (veh/hr/day): Design/Future: 184,600 Existing: 126,025 General Project Narrative: The Design-Build project combining 15338 and 15311 consists of pavement reconstruction of I-40/440 from the I-40/US 64 Interchange west of SR 1319 (Jones Franklin Road) continuing along I-440/US 64 to north of US 64/US 264. This Storm Water Management Plan pertains to Areas 1& 2 of the project and is located in Wake County. Area 1 begins from Sta. 19+02 -L1- (at the Jones Franklin Interchange) and continues east to Sta. 68+18.62. Area 2A begins at Sta. 68+18.62 and continues east to Sta. 285+00. Area 2B begins at Sta. 285+00 and continures east to Sta. 444+00 (immediately before the 140/440 interchange). The majority of Areas 1& 2 is the replacement of the road surface with very littie increase in total impervious area and storm drain systems to be replaced at the same location with the same size pipes as the existing storm drain system. BMPs were used where ever possible to minimize the effects of stormwater runoff from the project. Although the majority of the project consists of replacing existing storm drain system in place, any new pipe system outfalls were stategically located to not outlet into wetlands/buffers and incorporated BMPs for treatment where practical. References H1�;hw��� North Carolina Department of Transportation STOi"11�tiVd1'�1' ' ..,�.,, Highway Stormwater Program � � i STORMWATER MANAGEMENT PLAN -- (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: I-5338 County ies : Wake Pa e 2 of 6 Project Environmental Summary Surface Water Impacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Existing Proposed No. From ! To Impacted Buffer T pe Water Name ID Index Water Classification Impairments T pe of Impact SCM SCM 70+71 -L1- Unnamed Trib to Aquatic life, Fish 801 Buffer Neuse 27-34-(1.5) B, NSW Clearing N!A 71+19 -L1- Walnut Creek consumption 72+08 -L1- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 801 Stream Perennial 27-34-(1.5) B, NSW N/A 75+24 -L1- Walnut Creek consumption stabilization 71+53 -L1- Unnamed Trib to Aquatic life, Fish 802 Buffer Neuse 27-34-(1.5) B, NSW Clearing N/A 75+74 -L1- Walnut Creek consumption 101+gg -L1- Unnamed Trib to Aquatic life, Fish 1101 Buffer Neuse 27-34-(1.5) B, NSW Clearing N/A 105+33 -L1- Walnut Creek consumption 102+72 -L1- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 1101 Stream Perennial 27-34-(1.5) B, NSW N/A 104+60 -L1- Walnut Creek consumption stabilization 113+55 -L1- Unnamed Trib to Aquatic life, Fish 1102 Buffer Neuse 27-34-(1.5) B, NSW Clearing N/A 116+16 -L1- Walnut Creek consumption 113+86 -L1- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 1102 Stream Intermittent 27-34-(1.5) B, NSW N/A 115+25 -L1- Walnut Creek Consumption stabilization 104+g7 -L1- Unnamed Trib to Aquatic life, Fish 1103 Buffer Neuse 27-34-(1.5) B, NSW Clearing N/A 106+18 -L1- Walnut Creek consumption 105+32 -L1- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 1103 Stream Perennial 27-34-(1.5) B, NSW N/A 105+63-L1- WalnutCreek consumption stabilization 18+38 -RP4C- Unnamed Trib to Aquatic life, Fish 1301 Buffer Neuse 27-34-(1.7) C, NSW Clearing N/A 25+24 -RP46- Walnut Creek Consumption 18+g5 -RP4C- Unnamed Trib to Aquatic life, Fish Dewatering! Bank 1301 Stream Perennial 27-34-(1.7) C, NSW N/A 24+69 -RP46- Walnut Creek consumption stabilization 2g+40 -RP4D- Unnamed Trib to Aquatic life, Fish 1302 Buffer Neuse 27-34-(1.7) C, NSW Clearing N/A 26+17 -RP4D- Walnut Creek consumption 26+57 -RP4D- Unnamed Trib to AquatiC life, Fish Dewatering/ Bank 1302 21+85 -RP4A- Stream Intermittent �/yalnut Creek 27-34-(1.7) C, NSW Consumption stabilization N/A 15+65 -RP4D- Unnamed Trib to Aquatic life, Fish 1303 Buffer Neuse 27-34-(1.7) C, NSW Clearing N/A 14+61 -RP4D- Walnut Creek consumption 14+88 -RP4D- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 1303 Stream Intermittent 27-34-(1.7) C, NSW N/A 14+88 -RP4D- Walnut Creek consumption stabilization 21+52 -RP4A- Unnamed Trib to Aquatic life, Fish 1302 Buffer Neuse 27-34-(1.7) C, NSW Clearing N/A 22+30 -RP4A- Walnut Creek consumption 21+78 -RP4A- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 1304 Stream Intermittent 27-34-(1.7) C, NSW N!A 21+88 -RP4A- Walnut Creek consumption stabilization ' List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation References Hi�;ll��'clV North Carolina Department of Transportation 5t(71"1'7lWclt�f .� .a� � ,,,�.,.,,, � Highway Stormwater Program � !���- STORMWATER MANAGEMENT PLAN --- (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: I-5338 County ies : Wake Pa e 3 of 6 Project Environmental Summary Surface Water Impacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Existing Proposed No. (From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Type of Impact SCM SCM 175+72 -L1- Unnamed Trib to Aquatic life, Fish 1501 Buffer Neuse 27-34-(4) C, NSW Clearing N!A 181+7g -L1- Walnut Creek consumption 177+04 -L1- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 1501 �g�+21 -L1- Stream Perennial �/�/alnutCreek Z7-34-(4) C, NSW consumption stabilization N!A 197+57 -L1- Unnamed Trib to Aquatic Ilfe, Fish 1701 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 203+14 -L1- Walnut Creek consumption 198+72 -L1- Unnamed Trib to Aquatic life, FiSh Dewatering/ Bank 1701 Stream Perennial 27-34-(4) C, NSW N/A 202+79 -L1- Walnut Creek consumption stabilization 204+15 -L1- Unnamed Trib to Aqu2tiC life, Fish 1702 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 206+55 -L1- Walnut Creek consumption 204+22 -L1- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 1702 Stream Intermittent 27-34-(4) C, NSW N/A 206+30 -L1- Walnut Creek Consumption stabilization 12+93 -RP6C- Unnamed Trib to Aquatic life, Fish 1901 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 15+05 -RP6B- Walnut Creek consumption 13+28 -RP6C- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 1901 14+72 -RP6B- Stream Perennial �/�/alnut Creek 27-34-(4) C, NSW consumption stabilization N/A 22+12 -RP66- Unnamed Trib to Aqu2tic life, Fish Dewatering/ Bank 1901 22+30 -RP6B- Stream Perennial �p/alnut Creek 27-34-(4) C, NSW consumption stabilization N/A 24+45 -RP6C- Unnamed Trib to Aquatic life, Fish 2001 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 25+23 -RP6C- Walnut Creek consumption 15+20 -RP6D- Unnamed Trib to Aquatic life, Fish 2002 15+gg -RP6D- Buffer Neuse �/�/alnut Creek 27-34-(4) C, NSW Consum tion Clearing N/A 13+82 -RP6D- Non-Tidal Unnamed Trib to Aquatic life, Fish 2002 15+22 -RP6D- Wetland Freshwater Marsh Walnut Creek 27-34-(4) C, NSW Consum tion Clearing N/A 15+g1 -RP6B- Unnamed Trib to Aquatic life, Fish 2003 16+07 -RP6B- Buffer Neuse �/�/alnut Creek 27-34-(4) C, NSW Consum tion Clearing N/A 21+34 -RP6B- Unnamed Trib to Aquatic life, Fish 2005 22+47 -RP6B- Buffer Neuse 1/yalnut Creek 27-34-(4) C, NSW Consum tion Clearing N/A 20+g5 -RP6B- Unnamed Trib to Aquatic life, Fish 2006 24+20 -RP6B- Buffer Neuse �/�/alnut Creek 27-34-(4) C, NSW Consum tion Clearing N/A 24+26 -RP6B- Unnamed Trib to Aquatic life, Fish 2007 25+25 -RP6B- Buffer Neuse �/yalnut Creek 27-34-(4) C, NSW Consum tion Clearing N/A 21+70 -RP6A- Unnamed Trib to Aquatic life, Fish 2008 Zz+z9 _RP6A- Buffer Neuse �/�/alnut Creek 27-34-(4) C, NSW Consum tion Clearing N/A ' List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation References Hl�h��'t#y North Carolina Department of Transportation sromnva�rer� �.a� �, �.,�.., � Highway Stormwater Program .J� ! �, STORMWATER MANAGEMENT PLAN --- (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: I-5338 County ies : Wake Pa e 4 of 6 Project Environmental Summary Surface Water Impacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Existing Proposed No. (From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Type of Impact SCM SCM 267+06 -L1- Unnamed Trib to Aquatic life, Fish 2101 Buffer Neuse 27-34-(4) C, NSW Clearing N!A 268+00 -L1- Walnut Creek Consumption 267+13 -L1- Unnamed Trib to Aquatic life, FiSh Dewatering/ Bank 2101 Stream Intermittent 27-34-(4) C, NSW N/A 267+48 -L1- Walnut Creek consumption stabilization 285+53 -L1- Unnamed Trib to Aquatic 6fe, Fish 2201 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 285+67 -L1- Walnut Creek consumption 285+04 -L1- Non-Tidal Unnamed Trib to Aquatic life, Flsh 2201 Wetland 27-34-(4) C, NSW Clearing N/A 285+38 -L1- Freshwater Marsh Walnut Creek consumption 25+65 -RP7C- Unnamed Trib to Aqu2tiC Ilfe, Fish 2301 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 26+35 -RP7C- Walnut Creek consumption 10+65 -RP7DS- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 2301 11+31 -RP7DS- Stream Perennial �/alnut Creek 27-34-(4) C, NSW consumption stabilization N/A 16+24 -RP7D- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 2301 16+gg -RP7D- Stream Perennial �/�/alnut Creek 27-34-(4) C, NSW consumption stabilization N/A 2302 18+95 RP�B Buffer Neuse Walnut Creek 27-34-(4) C, NSW Aquatic life, Fish Clearing N/A 20+50 -RP76- consumption 2302 14+50 -RP7A- guffer Neuse Walnut Creek 27-34-(4) C, NSW Aquatic life, Fish Clearing N/A 22+31 -RP7A- consumption 20+16 -RP7A- Aquatic life, Fish Dewatering/ Bank 2302 20+72 -RP7A- Stream Perennial Walnut Creek 27-34-(4) C, NSW consumption stabilization N/A 2303 2�+12 -RP7A- guffer Neuse Walnut Creek 27-34-(4) C, NSW Aquatic life, FiSh Clearing N/A 20+72 -RP7A- consum tion 2304 �0+66 -RP7A- guffer Neuse Walnut Creek 27-34-(4) C, NSW Aquatic life, Fish Clearing N/A 10+g2 -RP7A- consum tion 2305 � 9+65 -RP7D- guffer Neuse Unnamed Trib to 27-34-(4) C, NSW Aquatic life, Fish Clearing N/A 14+36 -RP7DS- Walnut Creek consum tion 10+65 -RP7DS- Unnamed Trib to Aquatic life, Fish 2306 ��+31 -RP7DS- Buffer Neuse 1/yalnutCreek 27-34-(4) C, NSW Consum tion Clearing N/A 16+30 -RP7D- Unnamed Trib to Aquatic life, Fish 2307 � �+00 -RP7D- Buffer Neuse �/�/alnut Creek 27-34-(4) C, NSW Consum tion Clearing N/A 12+2g -RP7D- Unnamed Trib to Aquatic life, Fish 2308 13+70 -RP7D- Buffer Neuse �/�/alnut Creek 27-34-(4) C, NSW Consum tion Clearing N/A 2501 25+38 -RP9C- guffer Neuse Wildcat Branch 27-34-7 C, NSW None Clearing N/A 26+19-RP9C- ' List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation References Hi�h��vc�V North Carolina Department of Transportation StOYtll� �fi�P � I , ,.,,,,,,, Highway Stormwater Program ��' STORMWATER MANAGEMENT PLAN — (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: I-5338 County ies : Wake Pa e 5 of 6 Project Environmental Summary Surface Water Impacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Existing Proposed No. (From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Type of Impact SCM SCM 15+62 -RP96- Bottomland Aquatic life, Fish 2501 Wetland Hardwood Walnut Creek 27-34-(4) C, NSW consumption Clearing N/A PFSH 16+12 -RP9B- 14+54 2502 'RP9BSPUR- Wetland Bottomland Walnut Creek 27-34-(4) C, NSW AquatiC life, Fish Clearing N/A PFSH 16+12 Hardwood consumption -RP9BSPUR- 365+42 -L1- Unnamed Trib to Aquatic life, Fish 2601 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 366+69 -L1- Walnut Creek consumption 388+37 -L1- Unnamed Trib to Aquatic Ilfe, Fish 2801 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 3gg+g7 -L1- Walnut Creek consumption 395+61 -L1- Unnamed Trib to Aquatic life, Flsh 2802 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 396+g4 -L1- Walnut Creek consumption 2801 395+13 -L1- Wetland Non-Tidal Walnut Creek 27-34-(4) C, NSW AquatiC life, Fish Excavation N/A 396+25 -L1- Freshwater Marsh consumption 396+15 -L1- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank Zs�Z 396+25 -L1- Stream Intermittent �/alnut Creek z7-34-(4) C, NSW consumption stabilization N/A 15+43 -RP13C- Unnamed Trib to Aquatic life, Fish 2901 Buffer Neuse 27-34-(4) C, NSW Clearing N/A 18+g6 -RP13C- Walnut Creek consumption 15+88 -RP13C- Unnamed Trib to Aquatic life, Fish Dewatering/ Bank 2901 16+12 -RP13C- Stream Perennial �/�/alnut Creek Z7-34-(4) C, NSW Consumption stabilization N/A 3001 437+39 -L1- guffer Neuse Unnamed Trib to 27-34-(4) C, NSW AquatiC life, Fish Fill N/A 439+gg -L1- Walnut Creek consumption 440+14 -L1- Unnamed Trib to Aquatic life, Fish 3001 440+24 -L1- Wetland Floodplain Pool Walnut Creek 2�-34-(4) C, NSW Consum tion Clearing N/A PFSH 453+42 -L1- Unnamed Trib to Aquatic life, Fish 3101 453+56 -L1- Stream Intermittent 1/�/alnut Creek 27-34-(4) C, NSW consum tion Stabilization N/A 4301 'RP9BSPUR- guffer Neuse Walnut Creek 27-34-(4) C, NSW Aquatic life, Fish Fill N/A -RP9BSPUR- consum tion 4401 31+93 -Y9- guffer Neuse Wildcat Branch 27-34-7 C, NSW Aquatic life, Fish Clearing N/A 32+19 -Y9- consum tion * List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation References Hi�;h�v�1V North Carolina Department of Transportation St(�YY11�v�ltfsT. Highway Stormwater Program i'� ; STORMWATER MANAGEMENT PLAN - - (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: I-5338 County(ies): Wake Page 6 of 6 Preformed Scour Holes and Energy Dissipators Pipe/Structure Sheet Energy Dissipator Drainage Area Dimensions Q10 V10 No. Station Type Riprap Type (ac) Conveyance Structure (in) (cfs) (fps) 23 13+90-RP7D- PFSH Class'B' 0.62 Pipe 15 3.3 1.1 25 24+55-RP9C- PFSH Class'B' 0.44 Pipe 15 2.3 1.0 25 15+25-RP96- PFSH Class'B' 1.08 Pipe 18 5.4 1.2 25 15+90-RP96- PFSH Class'B' 227 Pipe 18 8.2 1.4 25 14+70 PFSH Class'B' 2.07 Pipe 18 5.6 1.3 -RP9BSPUR- 25 23+70-RP9A- PFSH Class'B' 0.50 Pipe 18 2.3 0.9 28 391+83-L1- PFSH Class'B' 0.73 Pipe 15 3.9 1.2 30 440+33-L1- PFSH Class'B' 0.41 Pipe 15 2.1 0.9 � YES ❑ rvo 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. Additional Comments * 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), 1"hird Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. See Sheet 1-A For lndex af Sheets See Sheet 1-B For Convenlional Symbols �O M � V • � � V � � 0 V � o� �F �� la i 1 BEGIN TIP PROJECT I-5338 � -LI- STA.19 + 02. DO USl �144p AREA 2A 0� x A h0 AREA 1 � � y �v ,� �' 4 � ��Q AREA _ 1 � �� AREA� � o 2A �� 00 � �� SI[G 1.301 � � » �� '� s�TE nao � � � ,� SITE I101 ! SITE 1103 ' � l � srrr: �ro? q�� - ARq A '� � �4 � � I Q F, o �� � c�� tiq „ � , � � -,. ` �ab 9�, „ � srrE ti�, W� 2q 9 � � strE l,oi k� W SITE 130�1 � f� 4 SITE 1303 ��'� OQ sr�z� tio� r� ����� �� ����� �������� �������� �� ��������� WA��E CO U1�TY LOCATION: I-40 / US 64 FROM WEST OF SR 1319 (JONES FRAIVKL7IV RD) C011lTINUING AL01VG I-440 / US 64 TO 1VORTH OF US 64 / US 264 TYPE OF WORK PAVING, GRADING, DRAl1VAGE, STRUCTURE REHABILITATION, STRUCTURE WIDEIVING, GUARDRAIL, SIG11tI1VG, LIGHTING, A1VD ITS AREA 1£�r 2 WETLA11tD/STREAM IMPACTS PACKAGE END TIP PROfi -L3- STA. NOTE: AREA l: -LI- STA.19 + 02.00 TO -Ll- STA. 68 +12.63 AREA 2A: -Ll- STA. 68 + 12.63 TO -LI- STA. 285 + S0. 00 AREA ZB: -Ll- STA. 285 +SD.DO TO -L2LT- A1VD -L2RT- STA. 444 + 00.00 AREA 3: -L2LT- AND -L2RT- STA. 444 + 00.00 TO -L3- STA. 628 + 60.00 Q � o0 3 � o 0 � � N Q' � SITF_ 1707 [� SITE 2I01 � 0 + 0 9.� N � 9� SIrE' 2002� SIIL 1901 -� � SITE 2302 r -~ �f. , � THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS LIMITED TO INTERCHANGES. E1VD TIP PROJECT I-5338 BEGIN TIP PROJECT I-5311 -L3- STA. S00 + 00.00 ,1— STfI. 444 + OD.00 = —LZLL= J'LA. 444+00.00 (47.00'LT) _ —L2RT— STA. 444 + 00.00 23.00' RT � � 5'IT6 3501 � i AREA 2B �'' � I � SITE� 1502 � \ A °� � � o p ,� i'! p�i sr�E zyor p� � o Q+ 3�j' �, q ox �A'`��`Q Zg ',� ¢, � b. �' � �y '� ; ,�' ,� o � �, � srrE .iao� , �-4, � � h SITE 1801 , 89�v�j,�'I�� � � � � SITE 230/ � z A'9�� S/'!'li l�01 �. a+'� �h' `Q � o�a �a� 00� hQW Z� ��w x o�� � � , � � � 2B srrE 2so2 9 I-531I +60.DO AREA 1 8 2 I PERMIT PLANS SUBMITTAL NO: D-145R3 ^ DATE:JULY 28,2014 0 0 � N Z � I � 0 a z NORFOLK SOUTHERN RAILROAD fi00 + 00 AREA 3 o SSO -�- 00 ; 0 3 0 ,� � RF 3 0� SITE 3101 ' � ai � � ��ti i �' `� ,�,4' � �4+� ��Q � �,�oq '����TE ��� �4� CRABTREE CREEK I;z�I�ZQ�:i�l f��if�� -LS- JlH. JUOtOV.(/V = 2LT— STA. 499+94.85 (10.00'LT.) _ —L2RT— STA. SOI +30.89 (22.00'RT.) Pre�oreo in tne Office af: HyDILiULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RSf�'H .��^��� ARCHITECTS-ENGINEERS-PLANNERS,INC. � �� �9�� �" ;: ADT 2013 = 126,025 ..`��^E'S'0�� `,''- : � ��'R�", 50 25 0 50 100 860[ SIX FORKS ROAD, SUITE 260 _ '� seat ''t ' _' ; SE1�L :@ � B9mppa ADT 2035 - 184,600 xnr.srctt, xr, 2iGl� ' 36188 1 e ;�1 026aeo ?�; ,��0 �'� DHV = 9 % _>on sri.vn.�Ro srscrFrcnrroxs :, ��^N��,.�cE°•�.�,,:' ',?��C�i �Q.���,`-' �� �o PLANS LENGTH ROADWAY TIP PROJECT I-5338 / I-5311 = 11.503 MILES �o,,�; ,,,.A.,,FAS,.� -.,,p R�g�S,,..� � � D= 55 % JASON TALLEY, PE "'^^� ��' "'° ��� � a LENGTH STRUCTURE TIP PROJECT I-5338 /I-5311 = 0.042 MILES srcNaruHE: � , 50 25 0 50 100 = rxo�ccr' cnct:vctx � T 8 %* RIGHT OF WAY DATE: KOADWAY DESIGN h.'NGWEEX � o TOTAL LENGTH TIP PROJECT I-5338 /I-5311 = 11.545 MILES V= 70 MPH MAY 13, 2013 •"""a�"• �' ^ JARED BOND, PE �•'�@`=`� °`%�-. '�� a� PROFILE (HORIZONTAL) =''�: �E``S%�i•,"': �° � *(TTST =4% + DUAL =4%) *NOTE: EASTBOUND LANES USED TO CALCULATE LENGTH OF PROJECT. nxo.�Fcr nr:s�cu su�tN'r:r:n ,� S�i ��.. ; � a� gp� ��� l0 5 0 l0 20 LETTING DATE: oz9<�s : FUNC CLASS = INTERSTATE ��.��,;�h�E4::; ;' K, ZAK HAMIDI, PE MAY 13� ?O�3 ,����pfCNM 1P��p"�, PROFILE VERTICAL '��•"""��" r� ( f .NCDOT GONI:iCT SIGNAT(�RE: WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (tt) 0801 72+32/74+g4 -L1- 54" CMP <0.01 61 0801 �2+32�74+9q -��- BANK STABILIZATION <0.01 41 1101 102+g2/104+63 -L1- 36"/42" CMP <0.01 <0.01 10 46 1101 �o2+s2i�oa+ss-��- BANK STABILIZATION <0.01 30 1102 114+03/115+62 -L1- 36" RCP <0.01 <0.01 10 32 1102 114+03/115+62 -L1- BANK STABILIZATION <0.01 33 1103 105+35 -L1- 42" CMP <0.01 27 1103 �os+s5 -��- BANK STABILIZATION <0.01 20 1301 19+09 -RP4C-/24+75 -RP4B- 36" CMP <0.01 <0.01 10 39 1301 19+09 -RP4C-/24+75 -RP4B- BANK STABILIZATION <0.01 35 1302 26+58 -RP4D- 36" CMP <0.01 0.03 86 148 1302 2s+5a-RP4�- BANK STABILIZATION <0.01 20 1303 15+08 -RP4D- 30" RCP <0.01 13 1303 �s+os -RPa�- BANK STABILIZATION <0.01 21 1304 2�+82 -RP4A- BANK STABILIZATION <0.01 23 1501 177+31/179+66 -L1- 42" CMP <0.01 <0.01 10 46 1501 ���+s�i��s+ss-��- BANK STABILIZATION <0.01 32 SHEET TOTALS (1 of 3): 0.05 0.06 381 412 Revised 3/31/OS WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (tt) (ft) (ft) 1701 199+7g/202+58 -L1- 6' x 8' BOX CULVERT <0.01 39 1701 �ss+�s -��- STREAM RELOCATION 0.03 <0.01 15 17 1702 204+47/206+13 -L1- 42" CMP <0.01 32 1702 2oa+4��2os+�3 -��- BANK STABILIZATION <0.01 40 1901 13+43 -RP6C-/14+2g -RP66- 72" CMP <0.01 46 1901 13+43 -RP6C-/14+2g -RP6B- BANK STABILIZATION <0.01 42 1901 22+13 -RP6B- 36" CMP <0.01 10 1901 22+�3 -RPsg- BANK STABILIZATION <0.01 15 2002 13+g2/15+22 -RP6D- ROADWAY CUT 0.02 2101 267+46 -L1- 4H" RCP <0.01 15 2101 2s�+as -��- BANK STABILIZATION <0.01 20 22�1 285+04/285+52-L1- 15° CSP �.�1 2301 11+gg/12+47 -RP7DSPUR- �$" CMP <�.�� 54 2301 ��+$ai�2+4�-RP��sPUR- BANK STABILIZATION <0.01 10 2301 17+gg/18+66 -RP7D- �$" CMP <�.�� 56 2301 ��+99i�s+ss -RP��- BANK STABILIZATION <0.01 10 2302 20+18/20+7g -RP7D- 15" CMP 0.02 45 2302 2o+�s�2o+�9 -RP��- BANK STABILIZATION <0.01 17 SHEET TOTALS (2 of 3): 0.03 0.05 0.05 179 304 Revised 3/31/OS WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 2501 15+62/16+12 -RP9B- 18�� CMP <0.01 25Q2 14+54/14+7g-RP9BSPUR- �$" CMP <�.�� 2801 395+13/395+98 -L1- 42" CMP 0.03 2802 396+15/396+25 -L1- 42�� CMP <0.01 10 2802 3ss+�s�sss+25-��- BANK STABILIZATION <0.01 20 2901 15+88/16+12 -RP13C- 54" RCP <0.01 <0.01 10 17 2901 �s+ss��s+�2 -RP�3c- BANK STABILIZATION <0.01 20 3001 440+14/440+24 -L1- 15�� RCP <�.01 3101 * 453+42/453+56 -L2RT- 36�� CMP <0.01 58 SHEET TOTALS (1 of 3): 0.05 0.06 381 412 SHEET TOTALS (2 of 3): 0.03 0.05 0.05 179 304 SHEET TOTALS (3 of 3): 0.03 0.01 0.01 <0.01 108 27 PROJECT TOTALS: 0.03 0.04 0.11 0.11 668 743 *Site in Area 3 Revised 3/31/05 DETAIL A SPEC�AL CUT DITCH wMINGE ( Not to Scale� Natural Ground t 9 9e� 1 �t � FroM F b�' e� �itch 4'I D F\°�i Slope MIN � Min. D= 2.25 Ft. FROM STA. 39+00 TO STA. 44+00 -Ll- (LT) FROM STA. 56+50 TO STA. 57+50 -Ll- (RT) FROM STA. 57+00 TO STA. 57+50 -Ll- (LT) FROM STA. 22+00 TO STA. 24+50 -RP4C- (LT) FROM STA. 27+80 TO STA. 28+30 -RP4B- (RT) FROM STA. 17+51 TO STA. 19+48 -RP4D- (RT) FROM STA.237+00 TO STA.242+40 -Ll- (RT) DETAIL J SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� t Fill Ground F� � pr D ��p�e Slope r � Min. D= 1.5 Ft. FROM STA. 17 + 31 TO FROM STA. 21 + 40 TO FROM STA. 15 + 05 TO FROM STA. 15 + 83 TO FROM STA. 15 + 52 TO STA. 18+31 -RP6B- (RT) STA.21+90 -RP6D- (RT) STA.18+55 -RP4A- (LT) STA. 16 + 80 -RP46- (RT) STA. 16 + 50 -RP4C- (LT� SPECIAL CUT DITCH ( Not ro Scale) Front �� Ditch Ground F� I o � ��pi�eC Slope f r er � Min. D = 1.5 Ft. FROM STA. 39 = 50 TO FROM STA.44+00 TO FROM STA. 46 - 25 TO FROM STA. 49 - 99 TO FROM STA. 52 + 76 TO FROM STA. 56 T 25 TO FROM STA.56+00 TO FROM STA.57+50 TO FROM STA. 57 r 50 TO FROM STA.61+23 TO FROM STA. 77 - 50 TO FROM STA.93+50 TO FROM STA. 182 + 50 TO FROM STA. 208-00 TO FROM STA.208+50 TO = FROM STA. 216 + 83 TO FROM STA. 230 - 50 TO FROM STA.254+50 TO w""' FROM STA.271+00 TO . FROM STA.268-00 TO STA. 44 -15 -Ll- (RT� STA.51+50 -Ll- �LT) STA. 49 - 00 -Ll- (RT) STA. 55 - 25 -Ll- (RT) STA. 55 + 08 -Ll- (LT) STA. 56 T 50 -Ll- (RT) STA. 57 + 00 -Ll- (LT) STA. 60 + 00 -Ll- (LT) STA. 69 � 00 -Ll- (RT) STA. 64+41 -Ll- (LT) STA. 88 - 50 -Ll- (RT) STA. 101 + 50 -Ll- (LT) STA.194+94 -Ll- (LT) STA. 213 + 50 -Ll- (RT) STA. 212 + 00 -Ll- (LT) STA. 234+09 -Ll- (LT) STA. 231 + 50 -Ll- (RT) STA. 257+89 -Ll- (LT) STA. 274+84 -Ll- (LTj STA. 276+00 -Ll- (RT) A R EAS 1 & DETAIL B SPECIAL CUT DITCH ( Notfo Scale) Front ot Ditch Natur❑I � b", tgc Slope Ground 4'I F\ot Fjo or p her Min. D = 1.5 Ft. FROM FROM FROM FROM F ROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM STA. 84+00 TO STA. 89+00 -Ll- (LT) STA. 119 + 00 TO STA. 119 + 50 -Ll- (LT) STA. 128+50 TO STA. 130+26 -Ll- (LT) STA. 128+50 TO STA. 131+50 -Ll- (RT) STA. 16+00 TO STA. 17+50 -RP4C- (RT) STA. 16 + 30 TO STA. 19 + 80 -RP4 B- (LT) STA. 20 i 98 TO STA. 23 { 50 -RP4D- (L� STA. 15Z + 00 TO STA. 153 + 14 -Ll- (RT) STA. 15 i 55 TO STA. 17 i 55 -RP4A- (RT) STA.155+50 TO STA.161+50 -Ll- (LT) 5TA.156+00 TO STA. 159+00 -Ll- (RT) STA. 164 + 00 TO STA. 166 + 00 -L7- (LT) STA. 164 + 00 TO STA. 166 + 81 -Ll- (RT) STA. 167+02 TO STA. 168+50 -Ll- (LT) STA. 186 + 50 TO STA. 189 + 50 -Ll- (RT) STA. 221+68 TO STA, 227+50 -Ll- (RT) STA. 232+00 TO STA. 236+50 -Ll- (R� STA. 234+50 TO STA. 236+00 -Ll- (LT) STA. 242 + 40 TO STA. 244 + 00 -Ll- (Rl� STA. 252+00 TO STA. 254+50 -Ll- (R� DETAIL N SPECIAL CUT DITCH ( Not to Scale� � .� o� - Front Natural � 'L'� te� Ditch Ground Fo�er p Q��� Slope � Min. D= 1.5 Ft. FROM STA. 28=30 TO STA. 29+30 -RPbB- (LT) FROM STA. 276+00 TO STA. 279-00 -U- (LT) DETAIL L RIPRAP ON STREAMBANKS ONLY ( Nof to Scale) �ounQ� eX�\MiN1.r, ��o/�----�ou d sT'�c "�n�T� T�F = `�� 1 BhY�` � d _ E+\S�(; IINfR: RIP RAP �� WITH GEOTEXIILE CHANNEL BED (Varioble) Lanyih= VA61ES d� V/.R�F$ PIP6 SIZE </=�2q" VSE CLA55 IRIP RAI'1 %PF $IIE >(1A" IJSf CI.A55 II RIP RnP' SEE PLANS FOR LOCATIONS OF RIPRAP ON STREAMBANKS ONLY 2A DETAIL D MEDIAN V DITCH ( Not to Smle) �' i �' �+ i� 1 � JFSa�r4 9U'.!ED SfR1+iC�$ Shoulder � Shoulder Point q. � Poinf I D o F/p�e�� A�\p�ye< Min. D= 1.5 Ft. FROM STA. 19+17 TO STA. 39+00 -Ll- (RT) FROM STA. 21+00 TO STA. 31+25 -Ll- (LT) FROM STA. 33+50 TO STA. 39+00 -Ll- (LT) DETAIL H CULVERT PRESERVATION =, �� �w� J^ SNAP-TITE HDPE SLIP UNING METHOD \ � �� � ,-Mc „ � Pume Wp� N L N1,.. n-�- \ F i li. F:e'� � � ___� � �- - - - - - - � - � � F�,��,�� ` cew r N d '�mc�srW �u.,- ➢n� e,m.,Ml : Ll��l .yz 1� IJ � l��n� L1an 1 e �m,�on�e Fm wnr sc�. oi sinp,;� 6asin - .�„����,s �� SPRAY LINER METHOD -= � � � � w�rk a.P4 �e�,m iu +.-- �-�v��s P�m� r, 5 n , �rn�v _ - - _ - - � iothv FIFe � / � e � - ��`-��---- --� In I. .J4_ � __- \ -_ ,.�t.tg _ e�d�d. - `-n:wa�er wen ��•'�r. x.. �IR � era�,�c . N'c� .1 N e".d INi1h 'v;:, cl S)1/I�ru 9ae'i. CURED IN PLACE PIPE LINER (BALLOON METHOD) --ame as Syv�� _1r,e( Merind a�u�e ex .�i rw: A/ . � Y L. .. p ,. t. .��-. rr i i r �. r rw m �a. f�Ehi I 1- -.. a ull Y N.�Gi, vtt5,e o„nd Doe �r � r��.� �� . . i,�� A I � .�. PROJECi REFERENCE NO l -5338/! -53/l ROAOWAY DESIGN ENGINEER ,,�o��H�CAqp� �� .oeocE55/p^q.,r •. SEAL � � 029473 i • �fN^INE�'p`� • •,��q'��N M. T v�� J��,: ,,,�,,,.•,� SHEET NO 2-A HYURAULICS ENGINEER ��`�H1CARp��. `O �P .. . i,i!., : 2.:pFE55/p'�.,.9'4 : 4� r'' SEAL 36188 %. iv� FH� I nE�P �F,`',�j` ,, ` � �iu�u �'�,• - I �tpu Itt' .� 1-ls 4 erdcar' t� ' md oll ��' o i. ,n �I � fn or�� r,o �n E C. 1-. F'- t. -I..allO�Pli$IB��Eqjl�iPN'h0 (BR..^6).aJi.ly'SIqB1P,;I��Ni0111B��f(.��rtl�(�tY{�/1��!l�'E�lli.WBrIM1.OdL���lp�l/JiL�ff9i1. ilr Nconr nrorsic� s Emrironm,zmor supnrvrsnr wwmawtl9 rnrs mri,rmanan r rlre cvmruaar. No ce>rsh�ur,JIDn rmp,,:�s ua u�I�,Wvu� t.�yw.� �na terwe �nnns. - l�. �l n i 0 d cv n M r ih- al�w �d I L- II[ ll tl I�I S[ Tl�e os slpam un Fra-lon Cor�trol Plons. 41/ lu 17 il f. Iflil �fep I' l� l/ i �p.� 1 fulfa-F"fp'�7 -i ru �ii ruumeor.rmn�i rr���,r.� I� r a.wner . - I �toll lmp:Mms 116. oxlmum 1/l upa�ream of J,e 1u LP llxd I raAe werk o_ Nl ln-s��eom ���Ivlfy musl�s?oi- wllflln llw ucrml7�i .=lre�m inofµrinf, - I 1C l II y� IFl �e-�J Y ll 1 (J� I f/ S.e 1/ 1/11 1 5 1. �e1H N�gl u�I yw �! 0/4� > 1 d lrg 1 g p� t< o wl m �le � t - U '�� {q p 1 A){ :1' k�- . J/ I 5 p T HOP P/Ee. -ar -rr r�n..1�F �� r r ruati ,rru r�.r �u a��r r��r��:w,��.� 1 (Y� ( P fX,u' 1 1 � G ' wN ! I- k /` F- f tll I Flptl U_ - Ill I If I' - II I wQAI' II/O ' . I n`f PM m,c d J't t JI PI - e r� imyv.w� crk� �r� s�,ar:r�isnm,s ea., � rsii ,,q�yr� e,�nn a �n�,n� o�nA, a� p_rs w e�iono. - a r� � e � d � s m - �i � _ . n � � i ir. ; ,;, .� � �._ ra smai <e � , r, u �r�oo=, - F al/ arue��r f �R,wo�J2� i e .i, .5 ata /r.rn, �l1 ep0�� �'� M1L.YS�. -�9e1/�Ilff.�.,g.J. �G.inevr,i.�l.'Ifr.rca.�n� Jl 1 , aJu, ��n I'z.l�_�s �,� ,s Yxwi ]n t ot./ G_r1rJP/a/�. - I oll u��r?_ '„� F��' a � n7+ 1 p J,V rem,^'r-1 a Jr,y 1.. ,. �>;�„tF. . ur,pi Ini (,SfYeum we'ISMS o f' .. arl�n h�nir�l:�. Tf NCaPT 4Nlslan 5 Envlronmen��lSuuen�I6or wlll o�ovltle tNsel��armoh/cn fu 7r,z mn/rachm. No eomst uctlan Imcao�a ore �,,,,,-e� �ry,,,� ;� ,�„�� ��,�rz, - L � l �� o_ [� rt Yte ul0 .� L� pr�ry� i� tl�� .� n rn�raslw C ilr ulP�ons. ai � r o � m�r� . n� n � �' ,n� � or . ica � cur r�p im - I Y/ S ... Il �� �id f ql l� k.. - i Ill Fe l. UA I m f/b �. _ �. cl� nr W. lln� � � rX . Nll 'r.�m II � . ��� lIN ro F 11 qr � - LI ;.g N r�e-_ Ir f II Se .,ol Sfllllrp Hosii felfl �.�ol ord Imcervl�uis Ofke 9w+n6 re�m �u �r� I,�N,yFm �oFm�Mav„n utevw�for'. - I l. -[l A f hl IG. Iv n'_ 1/N ' 0 f . k- .c r�e'ed '� Orcv" 4� kfl � - L � t �a �' i�� k- � f f � lr/y ,' rv Dlk 11' �ec I 1 us 0 ke. - RF ' l pe 9.� C/A �l �.J ' tllll 9. 1 �IfO uJ -, ' t� st-. U:, A Pna7 y� I - t��, �, � � � n � ��- r� n,� � ,��h���� _��-„����F�. - Rr � P 0/ eicJil I r»�OS�rPa e �I1E ie sFON �-7 ]iw OOGr _9 Gy NC.X7T. General Notes: - Recomme�d slip lining pipes durirg low flow condilions only. - The slip Ilning method used ai each plpe locaticn will be determined 6ased on field conditions and appmved by NCDOT prior to beginning work. See tiralnage detail sheet sar culvert preservatlon method and site locatfon. - Ary major deviatiors from O�is scyuence nced prior approval 6y NCDOT. Temparary Illledian Deck �r�in Summary �tQ be filled aft�r cvm�leti�n �� MQT� S. Stat� St�e�t �Eas# Bvumd I'�+�diam� Station Alignrrtient Loca�tion ���� �r��� size (FT) 3$6+9Q -L1- CL 0.5 3$7�nt� -L1- CL 0.5 387+�D�, -L1- CL 0.5 387+12 -L1- CL U.5 3$7+18 -L1- CL C].5 387+24 -L1- CL 0.5 387+89 -L1- CL C�.S 387+95 -L1- CL C�.S 388+01 -L1- CL 0.5 3$8+Q7 -L1- �CL �i.5 388+�3 -L1- �CL �.5 ����-19 -L1- �L �.5 f��ck �7rairrs f��quired csn �ridge = 12 Pipe or Ditch Ouilei A L Square Prefoi Scoor Hole (F (Rip Rap in basin not shown for clari DETAIL G PREFORMED SCOUR HOLE *NOT TO SCALE PLAN VIEW AREA 2B D ETAI L A SPECIAL CUT DITCH wMINGE ( Not lo Scole) � 9P o� Front ��`" ?y b�'� yle� Ditch pffel � F�O slope 4.0' - �°}1Y0a 6.0' � Min. D= 1.0 Ff. FROM STA. 376+50 TO STA. 378+00 -Ll- (LT) FROM STA. 397+00 TO STA.401+50 -Ll- (RT) FROM STA. 401+50 TO STA. 404+00 -Ll- (RT) FROM STA. 405+50 -Ll- TO STA. 75+70 -RP13C- (RT) FROM STA. 15+70 TO STA.20+40 -RP13C- (RT� FROM STA. 407-50 -Ll- TO STA. 17+60 -RP13B- (L� FROM STA. 27 +10 TO STA. 23 - 60 -RP13B-- (Ll'� FROM STA. 420+00 TO STA.422+50 -Ll- (LT) FROM STA. 423 i 50 TO STA. 427 t 00 -Ll- (Rl) FROM STA. 428+50 TO STA.432+00 -Ll- (LT) FROM STA. 441 i 00 TO STA. 444 � 00 -Ll- (LT) FROM STA. 441+50 TO STA. 443+00 -Ll- �R7) DETAIL D MEDIAN V DITCH I No1 to Scale� Shoulde� I Shoulder Poinf Pofni 4.� p � pc Fjohe � p�\o\iy� Min. D= 1.5 Ft. SECTION A-A ,c��` PIPE �d = 15" OR 78") S��p F D PSRM W FLOW NATURAI �� _ -Ty GRO�ND LINER: CLASS B RIPRAP I�-B-�I WITH GEOTEXTILE MIN. 1' TUCK STA. 285+25 -Ll- (RT) STA. 23+88 -RP7C- (Ri) STA. 13 - 90 -RP7D- (LT) STA. 24 i 55 -RP9C- (LT) STA. 15 - 25 -RP96- �L� STA. 15 90 -RP9B- (L'T) STA.14� 70 -RP9BSPUR- (LT� STA.391+83 -Ll- (LT) STA. 440+33 -Ll- �LT) FROM STA. 290 i- 50 TO STA. 291 + 98 -U- (LT) CVCL HNU YI.U�I'1 TURAL GROUND 18„ B= 4.5 D= 1.5 W = 4.0 3 08 Kimley>>> Horn DETAIL B SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � b�\ °e� Fill Gromid 4'I o D ��0�� Slope e� Min. D= 1.0 Ft. FROM STA. 15-45 TO STA. 17+45 -RP7D- (RT) FROM STA. 21+90 TO STA. 20+60 -RP7A- (LT) FROM STA.15+80 TO STA. 20+20 -RP7B-- (Rl) FROM STA.22+80 TO STA.21+49 -RP76-- (R� FROM STA. 12 - 41 TO STA. 12 i 91 -LP7B- (LT} FROM STA. 414 + 50 TO STA. 415 + 00 -Ll- (LT) FROM STA. 15 � 60 TO STA. 17 t 10 -RP13� (RT FROM STA.75+00 TO STA. 16+90 -RP73C- (L DETAIL E SPECIAL CUT DITCH Nat��al INoi+o Scalel Ground front � , oc DifM 4' y�\o�tee Slope Fj�� �o� p Min. D= 15 FT. FROM STA. 20 • 95 TO STA. 20 - 45 -RP7D- �RT) DETAIL H CULVERT PRESERVATION Ex���,%_ ^ SNAP-TITE HDPE SLIP LINING METHOD \ � Byaoss aunm �ork Nw !En Ih _ 30' +/- _ I o Be OrYeim.'/.� �--� ExlSllrp Plpe � � � � Ex/sllrp Sn00-rilE � [�A'019' Y/0!k ��YitWS Oi.Y¢ G�W�p Plpe Uner am as Ne�aeo Low lkWy vrcwawe F;n %rm si.ecroi srnn� Bas�n e,rsrammvo� SPRAY UNER METHOD � I VYO/k ArW LBn � ID' �/- 6y0055 PU� ro Be Oelermir� - - - -� Etlslllg P!/R � -- � -, Spq Llner I - i�nrws Orxe I \ J � Exlsrlrq fa5 /rePOB�I - - - - - - - `- alVolcv �'ork ��YIWS 0/k¢ GlOuM Meo AS h'�d� wR� Spd:fp151f11/lg Bosfn CURED IN PLACE PIPE LINER (BALLOON METHOD) - some as spaY urer .{I�Mtl obave axpecr ra: -!JI curlrey Worc rrusr te d1,5/p,ted dls�te - Plps Llrref mus� t8 lydoll� piY m0/NfalurB/s s(C!/fGVltwls - Conriec�w !s m rmu�e an con5rrutlJon Wnsre o.aund (Ape ANara p{r !s Plp� Do�k !n SBryf�e STA. 334 - 42 -Ll- STA.32+05 -Y9- STA. 396 i 10 -U- � �, /' i' �, �I�AI`11i� RSsf� DETAIL C TOE PROTECTION ( Nol to Smle) e� F��� � o� �oPe ti. ���5 Natural Ground d � Psann d= 7.0 Ft. Type of Liner= PSRM FROM STA.14+67 TO STA.15+10 -LP9G (RT� FROM STA. ZS i 15 TO STA. 27 i 60 -Y9- (LT) FROM STA. 346�00 TO STA. 347+40 -Ll- (LT) FROM STA. 346 58 TO STA. 348 i 62 -Ll- (Rl') smp-77e nP0£ 5irp tininq PROJECT REFERENCE NO. SHEET NO. 1-5338/1-531/ 2 � ROADWnV DESIGN HYDRAUlICS ENGWEEN ENGINEER PRELIMIN RY PLANS DD NmT L�SE FD. C�ONSTAL?CTION DETAIL I STANDARD 'V' DITCH � Not to Scalc) Notural � Nalural Ground 4,� A.� G�ound D Mi�. D= 1.0 F. FROM STA. 294 75 TO STA. 294 t 84 -Ll- (LT) - �ns�au srn Ic,ce,sp[cro� sml�p rnmrd la,ce,om au art r�asrm mm.d awrers r� oi� as smwn w ermrwr eaard P�ons. - In5IWl waye Iree pNeYlpn ferkElfysofelr !ex¢Ja�aq NR aufCf/msl /RrmllloWp'!nf tslreamW�Iwd.aN/a rfµNlon OuffKl. Tne NCW/ Dlv�sm 5 frr�%rdurenla� Supervisor wiiipa�0a �Ms iMamo�im �o ��e cromrxra. No cros�NCNm im�.nds ae miavw ea-a�a ire ruwe um�is. - Clear a moximum d RYWide ocrrSs Wrn lo fle p/r r�q fo (C sliP �i�1 Wifn Snap't�7e as sFqYn m Er0.5im CmIrG Plans. .W�<�carlrg rrus�.s�q wf�Hn fh p../Ml�ei 5rmm.WtllonC.orid�or rlpnrlon bu/f�r /pAptM, - msmu swcioi su�mq 9osin rsin mo+� « �usrre�m Nae ro aavmer Wort a��. - Insloll Impevvlws D)kB a lrqx!lrum d 3dup5fr�m p' �Y/.p l0 6B III9J lo cleo�B qak MB0. NI fn-51lBOm ocllvlry nusl sl0y Wil/'n ffR (Prlq'll�q 5l/�m Imlpi/?. - CIBon wl exlsflnq dce as r�e'J lo lnsloll mrr7er plpe InsIM154BCfol SIqA/g Bosln fsfll tnql an0 Impe�'ylas 01ke OqynSlr60m Ou/fiq c�BOninq ppse !o OurM [rA mnfaMnOl� Woler. - Use qposb pum0 �a CYWss Wahr aer Wak or� ond fNo Sipp-The Hp°E Plpe - are. rrrs� sec,;m d s�vvp-nre MOPE Pil� is insrwiai a�� mse aur d r;.v sec�im.srew dawM .mc�im W pi/e raqele- aM 19Wn D�mbS Wmp IpSe lMO dLe 10 OyWu Wolef IlYprplrWGlk a/W,Re{Yql uMfl oll p7/R !3 IfrAYI. - F!lI yoio Wr7n Ipy Cm6rry (Iqyoqe Ii�l aM 6eW WI eiMs psr morulaclwe/ sp�%IiMliona. - Rprrp�C ImpCrylous Dlkt antl ${SCfol 51111lrg Basfn !slll Wg7 ontl S�oNIl7C Shrom 6on.t µv yans ontl OCIo11S - P¢/mOM'Ay .SB.A� On0 nMllc� aGC8T5 pN� oM WWk orB]; USB E/[W On CPM/d /MIJ� J as /GyuirCO ID SIODfIiZe e.tr3li� SIOpC - tiem:ve ai erasfm camrd rrrt�swes o/rar sne rs sfamnzed ona oprwm M Nc�r. saar unrn� - lnsPoll s�ll IeMz.spxfo�.5�7meM [prlyd (e/.�z.oM oll dhY PfaSlon ro.Mrd tleYl�ps In or� os StdWn on E/asfpn [pi/d Plorts. - InsJoll aa/pN rree pra&MiM /enCe tiesol¢ty 7p'CBl alaq t/e oute/mtsr p4rm7 foWpinl rsrrmrqW9lond,altl/a' ripo�ivn Du/lel. 7he NCD.77 Of�lsfm 5 Eivhp�n¢nIW Suc�vlsv W11lprwfOe �Ms !n/orrmllm lo Ihe cwdra�w. Ho mrslruc�lcn lmpods we a�bWe1 ceyad rie �ece limirs. - C�mr a maslrtum d 25' wl�e a �W� lo �h da ��a � spay ilreH os slqyn an Ernslpn LwUrq Plaras. alaeorirq rtusr srq w;rnn rre r.arrr✓rr� 9ream,w��ana.aiMia r;mr;on Dur/er laNnriM. - 1n51011$pCCf015/fllllq B0.57n f5fl/ Mp110 CeNOIPf 'MYk 0/�, -�ns�ai imperv�ous Oi.te a iroximum or ro� upstrean � piFe ro te �ir»,� ro cr�e µwr orm.N� rrsrra�m ocriv�ry mus sray wlfMn �he �ermt�f� slrwm loINprfM, - Cl�n Oul ¢xlSfllp CulyB'f OS nEtaS50/y.11tflWl $p,�lO151lI1f� BOSl� (Slll Dp,]IOM I�'yfdu5 0/k¢ dqYl45lf0]m p�f/rq cleoNnq p5osE ro pNnp cW ronlaMnol� Woler. -�ns�a�� �mFerviaus Q'xe w�rNn pce curoar or ailM and a' wwx areo os r�Jee �o aevaM Gvc.Kkw. ' USt Oypo55 pump ID Cy/A55 WOIC cVef Wak 0/EO (fGm (IlSI ImpVyfaS Dlke lo NR S�pp ImpYyfWS Wkp - Rprm;e �mperyipn5 D+:'u aro SpeciW 5�1i�irq 8osin fsn p�gl ond .coW�ile .vrenm Donk {B- RmeWoy P�ons. - PC/munenly .Se� ar.H mulc� o[Cess pofh ard Wwk WEa Use Gas2n Cadrd moffliq as rtWrCO lo slvbfllZe Wfslfnq slqx - Re�uve oue�cWm mnramros��as orr� sre rs siourzea ono ot�a�am or Nc�r. General Notes: - Recommend sflo Ilning plpes dudng low tlow conaitlons only, • The slip lining method used at each pipe bcaiion wlll be determined based on field condi(ions and approved by NCDOT p-ior �o beglnning work. See drairage de(ail shcet for culve�t oreservation method and site location. - Any major devlaflons from thls sequence need prior approval by NCDOT. N Z � i � � � � � + � � Q � i,/i I � � I � H W W 2 cn w Z � _ U � Q � � -Ll- CURVE DATA Pl5 5/0 6/+923/ Pls Sto 69+78.63 Pl Sta 83¢8657 @s = E l5' 25A' 65 = P l2' 00.0" �= 26' 05' 53.4° !RT! Ls = 500.00' Ls = 240.00' D= I' 00' 00.0' LT = 333.54' LT = 160.00' L= 2.609.82' ST = 166.86' ST = 80A0' T= l327.95' R=5.7258' V = 70 PN I \� � \ �� __ __ _ I —��� y � r 0 0 N �� ci � 0 Z :� `, �� ����:. ����� ��� PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l 8 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION ��� �� ,P / 0 0 a �1 1 � � Q � � � � J � � � w w 2 cn w Z J _ U H � .�l i r, vovi FOR —Ll— LT PROFILE, SEE SHEET NO. 49 FOR —Ll— RT PROFILE, SEE SHEET NO. 49 N Z � i � � � � � + � � Q � i,/i I � � I � H W W 2 cn w Z � _ U � Q � � -Ll- CURVE DATA Pl5 5/0 6/+923/ Pls Sto 69+78.63 Pl Sta 83¢8657 @s = E l5' 25A' 65 = P l2' 00.0" �= 26' 05' 53.4° !RT! Ls = 500.00' Ls = 240.00' D= I' 00' 00.0' LT = 333.54' LT = 160.00' L= 2.609.82' ST = 166.86' ST = 80A0' T= l327.95' R=5.7258' V = 70 PN I \� � \ �� __ __ _ I —��� y � r 0 0 N �� ci � 0 Z :� `, �� ����:. ����� ��� ..,,_�� � PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l 8 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION ��� �� ,P / 0 0 a �1 1 � � Q � � � � J � � � w w 2 cn w Z J _ U H � .�l i r, vov� FOR —Ll— LT PROFILE, SEE SHEET NO. 49 FOR —Ll— RT PROFILE, SEE SHEET NO. 49 -Ll- CURVE DATA PI Sto 83+86b7 �= 26' 05' 53.4" fRT! D = I' 00' 00.0' L = 2b09.82' T = /,327.95' R = 5.72 .58' V = 70 PH GG-GG F��i 0 5' ;' _I,^I OUrFnLC Maintenance Items Causing Impacts laem Number RFP R� uired R� airs Prnpo�ed kep�irs Remo�e fallen vees at pipe inlet, rcpair ceaeked Remave debris, repair headwall, M-475 h�adwali, and sfio line oioe oreserve oioe SITE OSOI - IMPACT ZOOM-IN ISCAIE: 1^ = 50'� SITE 0801 ;� � , � Q o �3, // ,3� � � V � i t P� �i STR[AM IMFAC75 DUC TO CULVERT PRESERVATION + INSTALLATION CLl�55 II RIP RAP GG � ., EST 74 TON � G�/ �VED .� EST 25 SY GEO IRANK$ ONIY� 76 ti ��M-471 � 4002� ull �NJ' ¢ Z �i�4 II� SPECInL GUT DITCH REihIN � II SEE �ETNL e -i i �li NI� � I I I��� �I� �I� :� ', �� ����:. ����� ��� � � CULVERT i'kESERVAiION SEE DETl�It H � M 76 �..� - �•- - ZO .3��•59' 0�5 REfAIN - � - . �. ' C _ - - - � O � 1N�'30 . . : � � ' � . , . . . . . - _ _ �A-4 z0 -' -�jryo�°#0� 85' _ _ - _ _ N . -� / iv � ' . . . . . _ . . . . . . �)r w � ���,�,�" `tis �°i M-474 � � _} _ - - -�- - - - - � -__,—.--------'���v our= o1.ee-------- -- � Li� �',,� M=47�--__—_--- __----- ---- I p ,� � � >ii� � �P - _ _��'„=���__= _-�—�----- ------_--�— ----- ---T--- /! ,�� ecP�u ntinw duNo ,e I I r �- _��� ��� _---- --------- M-483 — � �� � _-- ---- � ]S,i — —^— —^— —�— —n— — — — — — — � �� U � —����— _ — — '— — ,.. Sp- — — �� _ �,� qs, - ra z� N ���=�� T��GI --__—�—==__-- J—__�— _ ',�, ----- ----------------- 1 � _ ils 1GI �� ���� ,�� _— _ .�" RCP-III ��� ���� ��_ - � � — ��—� — - - - - 2GI MV W M-49— ---�__ — = ��� — � - - - - - - '' _ G= = = _ - _ � - � _ _ _ _ .. . .. . . . . . .. .. � _ N i , , , srecini. cuT o�1cr, W Pf70Pi75E0 SBG sE=_ oETe�� �e � /X � —___—_—_.—__� ---___—__—�� �i --------- ��-- - - - �: � � . _ . . . . � - Q�� SPECIAL CLIT DITCH �I I SEE DETAIL N II �� --x—x—x— � � EMD STA 75+50 RT — /���• __-- --� �-4:,, J� � _ � �� � CL.tiS'B'RIP RAP x�X'X.. //'—'�' .. -- \P —. _�\ �,\a "„✓� ` ,51 2 I ON x� / �� � �� ��l. V[5T 7 SY G[O � � �� ' � 1_ /"/X / .c Ex�s+O ' \ X / / � / / x�x I � ,N�,�BA,, - N • I I R��� N. Q DEF�T.OP TMN6PORTATION DIV7870N OP HI�HWAYS WAKE COUNTY PROJ6Ch I6�R@/ 1�711 ��O�U6 6! PIZORf WFl7' OP � OENOTES TEMPORARV 9R I319 UONH6 FPANKLIN RD) IMPACTS IN SUR�ACE WATER CONTINUINQ ALONQ I-4(�/U6 6( � DENOTES IMPACTS IN 7'O NORTH OA US 6!/ Ud R6( SUR�ACE WATER OATFil17/ /Tal( V � 1 �X __'_' �__� -" . jE•�� x " � � � � \ �\ m � \ � // � � , � INV=395.15. .• .. � �9. Er9ti A \ � \ PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l 9 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION SPECIAI CUT �ITCH StE DEIAIi FS =.——--__' -0t_s_—_--_--1� \\ 70P'40fi.75' � �� ' M-469 iNv iN �3vi.io• — —___ V OU 397_02____���� --- �-----____ fiA , � --------. ' --� --- D-53 --- . �535 —� � �� � � — ��I!NV Ou7=400.03' _ — � � SPECIAL CUT �ITCH SE[ DETAIL K \\ „'" . ^ n�X�x_. \ � R B \� \�� � �� � �--- � O O � T ryW� W — � N I r- J � � r� F— W W f_^ v I W Z J U � � ,a , ------- -- >��-- ----- a y��---- � � � � `'' � � E� E%iS1IN �.;�` I FOR -Ll- LT PROFILE, SEE SHEET NO. 50 FOR -Ll- RT PROFILE, SEE SHEET NO. 50 -Ll- CURVE DATA PI Sto 83+86b7 �= 26' 05' 53.4" fRT! D = I' 00' 00.0' L = 2b09.82' T = /,327.95' R = 5.72 .58' V = 70 PH y /l�I )N //, GG-GG F��i 0 5' ;' _I,^I OUrFnLC �; � N Maintenance Items Causing Impacts laem Number RFP R� uired R� airs Prnpo�ed kep�irs Remo�e fallen vees at pipe inlet, rcpair ceaeked Remave debris, repair headwall, M-475 h�adwali, and sfio line oioe oreserve oioe SITE 0801 STP[AM IMPACIS DU[ � TO CULVERT PRESERVATION INSTALLATION � C(ASS II RIP RAP E5T �4 TOW E5T 25 SY GEC 19ANK5 ONLY� SITE OSOI - IMPACT ZOOM-IN ISCAIE: 1^ = 50'� "°" " M- 76 ¢ ,3-� � 53� � c�!� ^a P� � / . Ct, ti S + � E � �YII t I��M-471 � A00.2a, ���` aN' �II� �I� SPE�InL Cl1T �ITCH Fei�,iN � II sEe oErnii a _li �� i �i � � 11 I' �I IIz ��� :� ', �� ����:. ����� ��� � � � cu�vEar i�AESEuvnrioN $fE [iETA��. H iNV=395.15' \ .. �F��C l9 � \ a \ + J M 76 �..� - �- _ N � 3i053' � RE7FlIN � i� p -��^�tM��rkN O O '� g__—___'-- ► � . ;'; tiL 1NV:30�5 . .. .. .. _ �-[{� -; TIOP.41Q �4 ' , C "'�N�7N="v ' g Ii . .. . . . � - _ _ _ _ � � � _ _ 'l -�/�V OUT=�02.68 -------� I --- � � > � M-474 } _ - - -�- - - - - ___—.— -- ----------- --- O i_.� � ���i . � � '�a� -i� . � � _M_4Z?-_��—�.--- �.-- >U� � I � pW> _���:,'r!vll-1=_�_�� �-���� —_�__ '_' ��---___ -- �--_—_ /! ,., ecP�u ntinw duNo ,e I I r �- _��� ��� ----- ---------� M-483 - � �� � _-- --- i �� - -^- -^- -�- -n- - - - - - - - � ��--- U � —����---- _ - - - - ,' SP� - - R� _ li - T� 2� N ���=�� TE�GI --__—�—==__-- J __ _ i'� _� — _--___________________ 1 — — „� - _-- _— .�" RCP-III �� ��� ��— _ � = � —�—� — - - - _ 2GI iNy W M-4o— -- _ — = ��� — � - - - - - '^'s WT---___—----- �u^`' _ _ . i� �� � ,.. . .. ., N Z� SPECIAL CUT OITCN -_ --' - W PROPOSED SBG SEE DETPJL K =-_ —x _� - - /x ---_—_---_,i ----------�i �i ----------- ��-- ��•qe; -- ----- � �� - . . . .. _ . . ' G�� srean� cu� oircH �ii SEE DETAIL K I I �i _-x-X-x- � � PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l 9 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION SPECIAI CUT DITCH StE DEIAIi N = -_ _ _ _ _ _ ' ,W._ s _ - _ - _ _ - - 1 � � � 70P 40fi.75' � �� ' M-469 iNv iN�9i.io- — _____ !V Otl 397_OZ____--- J�-53 ----- �i'pi�'L��35' -- � NV OUT_400.03_ _ _ � � � SPECIAL CUT �ITCH SEE DETAIL K END STA75+50 RT - - /���.r� ��----�_ �, . �k � � � � `X\ Z /x i� ��----� � � J CLASS'B'RIPRAP �x /� i� �\�s,\\ k X__X—_JC�X�X_. X / �! - tP \\P = t51 2 I O N x� / ,� . r— �_ � `�,���. � � � • .. ' ` esr � sv �eu X/ � /� � � q � pq . \ � - v x/ ".c Ex�S�++� � y� Eo-R � � � \ • 1� ix/ � �� \ a �a'�� � �-- � � — x 3g4�� �iB � _.—_---_— — x� I / �N�' l� J�."'.� � RI'� �N • I I ,�"� , ♦ � I 1 _ _ . . �. - - - - - - v_ \ � a � �, E� ExisnN N. Q DEF�T.OP TMN6PORTATION DIV7870N OP HI�HWAYS WAKE COUNTY PROJ6Ch I6�R@/ 1�711 ��O�U6 6! PIZORf WFl7' OP � OENOTES TEMPORARV 9R I319 UONH6 FPANKLIN RD) IMPACTS IN SUR�ACE WATER CONTINUINQ ALONQ I-4(�/U6 6( � DENOTES IMPACTS IN 7'O NORTH OA US 6!/ Ud R6( SUR�ACE WATER OATFil17/ /Tal( �X �-" , m 1 � E%/�x '-_ '^ � � � \ �\ m � \ � �/ � � , � � 0 � � T ryW� W _ � N I r- J I � r- F— W W _ � W J LU 1"� � � FOR -Ll- LT PROFILE, SEE SHEET NO. 50 FOR -Ll- RT PROFILE, SEE SHEET NO. 50 N Z O � -Ll- CURVE DATA Pls Sto 104+3329 Pl Sto //5+66.75 es = � ir oo.o• o= 2a so' I1.9" (LTI cs = 24o.oa o= � oa oo.o� LT = 160A0' L = 2A83.66' ST = SOAO' T = 1A53.47' R = 5,72 58' V=70 PH LL-Ll MM-MM NN-NN F��i F��i F��i o.s� o.e� o.; 1.5' 7 �'��-.-� 2'-�.-.-� 5' I ..I IVFAII IIJfALL OU I FA1L SITE 1101 -, 0 � 6tildaintenanc� Items Causin _ Im act� Itern Number RFP Re uired IZ� airs Pra vsed Re airs Restore rustcd FES and washed out slopes abcve �@move F�S, add caunkPrsunk rip rap M-58 pad, repair slope, remove dree, & �rps5 lin�, remov� tree e�nd Slip lin� pipe preserve yipe. _ M-59 Restore 50' rusted pipe and slip line pip� Re;tare �nd Preserve M-961 ftepairjreplace headwall and slip line pipes. Repairjmplace 6eicksasneeded. Determine need for cross weins Preserue pipes. M•4SG Remove trees at FES and aver the pipe Rempve trees �I W �N I � "'�� c>P wr� � ciass uRiP FnP I — O CLASS B' RIP RAP ���k �- NN F51 395Y�Gt0 � 0 360 9 S(TE i101 - IMPACT ZOOM-IN �SCALE�. 1" = 56'j �� :� ', �� ����:. ����T� ���i SITE 1102 - IMPACT ZOOM�-IN �SCALE'. 1" = 50') —454� � 386.0 PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l ll R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION t5T Z TON �g/�NKS ONIY� o -' �. � r5r � SV GEO °P a,��° INV 355.97' �NV=356, �N �5', � � �—, N —388e O PROPOS£D SBC E� x-- �-�R� I I� \��6 70 E ULVE PACRES R�ATION c' �m m QE('j $T/� (Q'jijQ LT � 360,9 _ A�� F)P I I�! �` � ' INSIA LAIION Q2 � SPECIAI CUI CLA55 '8' RIP NAP NV 355.9P �NV=356. '' STREAM IMPAQS DUE �� /. �� x ='� �� � C, x e-� �� �li[H SEE esT i roN _qb�. mti TO CUL�ERT PRESERVATION � �� �� Z� �N ���/�� �iQ Zz O U[TAIL K EST 7 SY GEO � INSTALLATION CLASS '6' RIP Nl�P /� ��U 1 v � ^ M-463 />� � CULVERT PRESER`/ATION E5T 3 TON �/�(� W N N NI, � SEE ➢ETAII M EST 10 $Y Gt0 ,� � I � SITE IIOZ ----- _ Q < - - � _ _ %/yv .. fQ-�" �� � CLASS II RJP RAP PROAp$ED $bG EST 27 TON � `� /� � i'� EST 24 SY GEO � ==—_�� n � � F° ,.2 z ZII £ND 57A �W+3�LT anNKs aN�v � ,� � . �1T F�il MV=386.49. I � —��� ' __ M-4o2 �ail iNv=eo3 M-458 I �uARDrrAi��' C . . . . . . � � ' ' - RETAIN IB• UNABLE 10 CULVENT PP.ESERVATION — '_ 2GI C R��i INV=406.01' M-�(�(j- �` .. -- RCP_ _ SEE DEP'/1V'f�$EO S�i IOCATE PIPEC /440 VAR/& � � _ . . . . . J ��� E �YiarH esr '-C1 — ��__ _ �_ _ = _ = p� � � B£G STA if3+3iL1 � �T; ��� _�_ � _ _ _ _ i0P-410.3<' � - Q !' I I a t- z- � � _ � ' � _ _ V �N:46T _ _ _ _ - . ��� �� c,i� zci M_AS — �'--- � �L.oS�.�s' - - - - - - - - - - - - - - - - - - -- - - - ._— O �9n��gj4e�� � �� ecr_n� _ � --_—n —�-� --���I����— � _�-- --- � ------------ --------- � ��0=-0- - -� �15 N.C- a —_ _ —_._--- m _ W �__�—_��� -re� �,_ _ _ - - _ ^ --------- — ---- = M-4 91 — � W---__--_ — — _ � _ � To ��� ,,. R� _ ---- _ ---- 2 __ _ _ �. _ i� o- mp.�i o- -n-f,. rs ��i .�s�� acP w �u zu '^ -� 2�i �1��_ iNv r0 CENiEF -0- -0_ -0_ _ -0- vJ �-- // � II ----DEE111L-9bq�2_��-. � - � -iFp26t _ _0- _t ' CULVERT PRESERVATION ���� --�—_ �N� �N=4 8.)5' Z ` . i_ _ -... -SkS�`'iA�� ---- _.-.__._ �NV OUi=a4,95➢__ —_���� ,, � � ' - @'-- a — — J - _ �ia5b iRiP Rnr -'�'�--tYa, ' ��--___ V �J,o - - - � � - � � � GUARDRAIL�-�- — � ��— 00 00 \ 45 �_386. . .388.75'i , � � , �F� Z �'FJ �j \ x�� �� �. �.7e C RC -I I . 2G1 --- -------------------- ,d z�� _n r z�i M-493 ia�� ac.P-in _ - '-0_—O —O__O _--0- �_�- -➢- �-�- �-� =---7g2G1—' = EST 30 SY G. .. � � 1�.�� � -e_�z �--__—_— —__ —___— __� U PRa905E0 SBC REnaovE FE's '-k4Asa�0� ,I I - - - - - - - - a�' -� _ z - - - - ---- ---------------------.—�«`�''�.T�- ' BEG STAlOIif$ RT IN FOOTPFINT RIPRAP PAO II 1�- ____ �P�i3� - L z B �� INV 7 73' TO 9E COUNTERSUNIC IN NZ 2 - - - _ _ _ _ _ _ _ _ _ _ ' - - - - - - - - _ _ _ � - - - - - - �"� INV OUT-q10.62' � C1A55'0 RIP AP h� ' STREAM FIOW LWE �I � /�_�� 2G1 �M-b� _,.,,�_� EST 7 TON �LL� CLA55 II RIP RAP " / FST 7 � GEO � EST Ja TON 8 CL455 11 RIP ka.P � ` �� E57 7G SY GEO I'i I � EST ?4 TON . /�.. . � �ti , ti PROP!OSED SBG IR^.NKs oN�r� M-59 �E�r ?} s�� c�o v 't � 0 �BANIiS GNLY� _ ,. _ fN0 STA i02+7p Rr Nv=36a, � N. C. DEPI'.OP TRAN9VORTATION DIViBION OP HIOHWAY9 WAKd C�OUNTY PROIECRF 1bRg/ 16311 i�/U9 6( FI(OM W&YI` OF 6R I51� 40NEB PRANCLIN RD) FONTTNUIN(7 ALONG 1-4W/US bi TO NORTH OF U6 6(/ US 76( DAT& /!8/Sp1I �DENniES TCMf'OkARI' IMPACTS IN Sl1P.i-ACE W4TEP. �DENOTES IMPAGTS IN SURfACE WATER ���_ � SITE Il DI STREHM IMPACTS DUE TO CULVEK� PRESERVATION INSTALLATION SITE 1101 - IMPACI' LOOM-IN (SC�LE� 7" = 50') �� . — � ,�`°' �IVV- 7 — -- V-- l-- -----SITE 1103 2B � STRLAM IMPACTS DUE — TO CULVERT PRESERVATION INSTALIATION SITE 1103 - IMPACT ZOO/J�IN �SCALE: 1" = 50') I � � \ \ � I I �� � � M-59 � \ �� �ti ,�, NV=364.9 ' _ N -��__________ 0 N � O � � � 1� � � N I J � N r W W N � �'�"� J U I � i � �� � ) ��— � � �� l � �� � FOR —Ll— LT PROFILE, SEE SHEET NO. 52 FOR —Ll— RT PROFILE, SEE SHEET NO. 52 N Z O K -Ll- CURVE DATA Pls Sto 104+3329 Pl Sto //5+66.75 es = � ir oo.o• o= 2a so' I1.9" (LTI cs = 24o.oa o= � oa oo.o� LT = 160A0' L = 2A83.66' ST = SOAO' T = 1A53.47' R = 5,72 58' V=70 PH LL-Ll MM-MM NN-NN F��i F��i F��i o.s� o.e� o.; 1.5' 7 �'��-.-� 2'—�.-.-� 5' I ..I IVFAII IIJfALL OU I FA1L SITE1101_, 6tildaintenanc� Items Causin _ Im act� Itern Number RFP Re uired IZ� airs Pra vsed Re airs Restore rustcd FES and washed out slopes abcve �@move F�S, add caunkPrsunk rip rap M-58 pad, repair slope, remove dree, & �rps5 lin�, remov� tree e�nd Slip lin� pipe preserve yipe. _ M-59 Restore 50' rusted pipe and slip line pip� Re;tare �nd Preserve M-961 ftepairjreplace headwall and slip line pipes. Repairjmplace 6eicksasneeded. Determine need for cross weins Preserue pipes. M•4SG Remove trees at FES and aver the pipe Rempve trees �I W �N I x—�� I ('� O E\P NN CIA55IIPIP FFP �^� � c�nss a aiP �aN ������x � N" rsi s9sv�cro W S �sr z TOH �AnNKs oNiv� � 360,9 � ��r � SV GEO °P a,��° INV 355.97'� O PROPoSED SB�C p `wsr'"x a. _L @fi�i $r/� lQZijQ LT b 360,9 iNV=356. ' —L�,61• ,- NV 355.97• SI'ECIA� CUI CLASS '8' ftIP RAP STREAM IMPACTS DUE � �� FST I TON 1, TO CUL�ER7 PRESERvqTION � O �ITCH SEE -40�' m INSTALLATION - fJFTNL K EST 7 SY GEO CLASS '6' RIP NAP ,, ��' M-'G63 /, wl � NLVEIfT GRESERVATION E5T 3 TON (� ,� SEE OETAIL H EST 10 SY GM "/ � � � ' _ - y'.. ��� 1'i i ~ � — �, - - � � � F _ �„ Z PHnPosEo sec � �— �� `' I z £ND STA iW+3iLT ��-- b --� -a(�� � . ��:�,�,��/�_ �i FI� �NV=386.49' INV=403 M-458 I ` �� Gl1ARDRAIL � � '' C.. . . . . . � I ' = RETAIN Ig. p� ^ zci c ael �av_aos.or M-d'6(i- C - P= -- J �—� iaao vaaiecE �YiarH esr �ci _ ��-- _ _ _ � �—e�a�_���=���� e,?�' II zci M_qs �_ � �'�----� O `- —= —__�_--___� �_ ------- �,. - z — r° �ON�a Rcr_ni c� —�—t�_ —_ 9n� '-p _ _ S(TE i101 - IMPACT ZOOM-IN �SCALE�. I" = 56'j :� ', �� ����:. ����T� ���i SITE 1102 - IMPACT ZOOM�-IN �SCALE'. 1" = 50') —454` �� PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l ll R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION � �-Q Q �� 0.� 4' �\ /���� OVTfA�� / � � � � V_3g6,0 \ \ INV=356, -3g8,�5', V �, N IN � STR M I PACTS DUE � �� � ��L �6 TO ULVE RESERVAl70N c'y., 4)P I IU �7^ � ' INSIA LAIION B2 — ��_ _ 'O Fj� � cA� x s I IU 1 x ZIIN �������/A Zz 'N SITE 1102 - -4 CLAS$ �� F.�o NAP [ST 27 TCJN EST 74 SY GEO iN �BANKS ONLY� CULVENT PP.ESERVATION UNA�.E 10 II SEE DETAII H �p�p7E PIGEu+ PI�Pp5E0 SBG o'��u � � B£G STA if3+3/LT � 10.34 _ 1=4C7.03 _ _ _ _ _ _ _ - � li iNV-41b.� Ji:406.14'__________ ___________ � _ � '4���0=-p- �' -� 15 NC - a ��__ _ ----_.___— m _ W�--��—��� _re�; ��:�— - - - _ _ ^M-491 -----___ --� ----- W---__--_ t - - _ � _ � To <<� ,, R� _ ---- _ ---- 2 �—� "�_—�_�_ -o- mU'�i o_ __ �" re z�i o - __ _ -o-,'-�_ ` ecc m �e �c� '^ 2GI �1��_ INV i0 CEN7Efl 0- -0- --0- �',� v, � I I --0E 9Il]L-qLLq�2_ � -0 - � - � - 7Pp26t _ _ 0- _ 0_ W '"ae»i�E_-- ��_�— CULVERT PRESERVATION ������—===—_____ __— �NV IN=4 g,75' Z � � _ � �—Skt�EiA=L =--- � —_'—_.—.--._ �NV OUi=qO95D_ _ —�_ �� �� � , @--- a- — — — J �� '- - _ ZLA�,S IRIP RnP �'"T-�Yal' �����-- 2 �a � � CU4RDR4il� i— � _ 3 �_��—___— PROPOSEO $BCi EST 30 SY G . . �I I_� _�'�- _._-« _e_� _ _ U HEhhOVE FES A . - -. _ � �- _ _ _ � � ?- z - - - _—__. BEG STA lO�+tB RT IN FOOTPRINT RIPRAP P�D INV � Z g LL �N� 7�3' TO 9E COUNTERSUNK IN �-�'�Z 2 - � C1A55 '6' RIP AP '�0 � STREAM FIOW LINE � I, � �_ EST ' 1'ON �LL� CLA55 II RIP RAP ' FST 7 � CEO ' EST J4 TON 8 CLA55 II RIP knP ' �� �� E5T 2G SY GEO I'� � E�T '<a TON /� � �ti , ti PROPIOSED SBG InnNKs oN�r� �� M-59 ��sT ;�} sv v�c � v �� �, e ENO STA i02+7p R7 Nv:364. - � - lo����s oN�v; N. C. DEPI'.OP TRAN9VORTATION DIViBION OP HIOHWAY9 WAKd C�OUNTY n�ecm iusbi �as�i i�/U9 6( FI(OM W&YI` OF 6R I51� 40NEB PRANCLIN RD) FONTTNUIN(7 ALONG 1-4W/US bi TO NORTH OF U6 6(/ US 76( DAT& /!8/Sp1I �DENniES TCMf'OkARI' IMPACTS IN Sl1P.i-ACE W4TEP. �DENOTES IMPAGTS IN SURfACE WATER SITE I101 �� STRFAM IMPACTS DUE �i0 CULVERT PRESERVATION INSTALUTION SITE 1101 - IMPACI' LOOM-IN (SC�LE� 7" = 50') (� � Q / _ �._. , c�; � � M� i � — INV�37 ---V-- 1--- ---SITE 1103 00 \ y=386. � �<cj�. ``s� \ ,� � �,a'` �� . 1� ---- ------------------- ib sc,i _n r 2�i M-493 ia�� a::�-ni _ - 0_-0 —O__O _--0 - �_� - -➢- �-� - � - � =---P3 2GI—' _ — -- ���_g -�-�--T �� �M=60 ------- -- ---- ------- � s.���`�X �8 � STRL4nn IMPACTS �UE — TO CULVEP.T P2ESERVATION INSTALLATIO�I SITE 1103 - IMPACT ZOON�IN �SCALE: 1" = 50') �I 1� �.T �� 1 `� - � M-59 \ \\�\\�h J-, NV=364,9 ' _ � ��__________ 0 � 0 �'^ Y I d' 1� r � N � J � N r W W N L � J U I � . � ��r � � �s_ — � �� l � �� •^ FOR -Ll- LT PROFILE, SEE SHEET NO. 52 FOR -Ll- RT PROFILE, SEE SHEET NO. 52 N Z K -Ll- CURVE DATA -RP4B- CURVE DATA Pl Sta 115+66.75 P!s Sta 127+03.62 PI Sio 1d+42.77 Pls Sto l2+IDJ9 0= 2C7' SQ' 11.9' fLT I 6s = 0' 36' OOA' �= 0' 51' 45.0' fLT 1 Bs = l' D!' 39.3" D= I' 00' OOA° As = P 12' 00.(Y D= I' 0�' 29.8" Bs = 5' 04' S7.4' L= 2A83.66' Ls = 240.0C)' L= 85.54' Ls = 209A0' T= I,053.47' LT = 133.34' T= 42.77' LT = 124b5' R= 5.7z,958' ST = 106.68' R= 5,6$�58' ST = 79.53' v= �o MP,v v= �a MPH O O � -I- � LQ 1"� N I � J I ^ 1'� W — W — v / � 6 NON CLn55 'B' ftIP RnFM��53 FSI '7 iGIJ esr � svi ceo -RP4C- CURVE DATA Pls S�o 11t85.96 Bs = 4' 00' 24.1' Ls = 200A0' LT = 133.37' ST = 66.70' 0 0 0 N � � � � Z :� ', �� ����:. ����� ��� :/ S /+ � N I ��p�k I a � i .� � � �� E�P I I PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l l2 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION �� 0 / �� / � r i �. / r i � � r / � / ��� �ir O .� �� �" O � / �� � PRpPOSED SBG �- fND StA u7+8�Li �oP=nzTos• � SF CONC. iNV OUT�--�Q2L94' M-452 ,tiEoi�N �i sFean� cur oircr+ � INV=421,3g' = zq RCP SEE SHEET nR SEE CETAIL 6 � � _ � � — � E CU4RDRA . .. RF7q�N'� _ C ` p -C � -C - - _- _ _ ���.����I �� —7 - _� _ - _— I LL -- �__ �1�5�_________ _____________--.—._—._� ._� � � — ---- --- ---------- —_ --- - i - ��__ --___ —_� � �---� �---_ �\ ---�_ --------- �A -�_ _ _ TB 2GI —_._____ -- o --- ` ----- -' 0 � \\�A� � �] - -0 - -� T� 7G� � --"�=--�— � _I � — - � -°- -o- -o- '" R - T� ��i M-495 ��� _--=�_�--- � 0 _0- -0_ _0- -0_ �- _ � - � - � - _ ��� _��� ______���INV DUT=426.61' \i� 2G1 _— �. �• — W___�\ _---- --__-----_�. � -- Z -�-----� ---- ------ �° � � � eZ _ �"+"�-��.y�. — ��L Ji2g _ _ �GUAftDRAI?_—�r�—r'-T—T��--�___—_—____-- ' 2 \ '_-___c- -----_________ ___--- �� UUq _�_ . .. „ ' � . . . .. . . . _ . ..�, .++, ,�n, .r�, .rw n .,, - _ _ 7GI 1'� C ez i� 1102 `- CUIVERT PRESERV.4ilON SEE DETAIL H y— CLAS$ 11 RIP RP.P RtMOVE YES AND REPLACE EST 2B irN IN FOOTPRINT RIpRAP PAD E5T 29 SY GEO �p uE COUNIERSUNK IN �'BANKS ONIV; STREAM Fi_OW LINE - p E57 IS 70N X���� e5� 30 Sv Geo STREAM �MPACTS DUE TO CUIVERT PRESERVATION INSTALIATION SITE 1702=1MPACT ZOOM-IN �S[ALE:1" = 50') 7 Z8 - � � �, �\. . M V=398,7 QQ-QQ i - i 1 f--��i 03 4' E�P 3 �.-.�� / r�Fni.� BZ 1 Maintenanee Items Causi�n Im acts Item 1Jumber RFP Required Repairs �ropased Ftepairs Remove trees, ren3ave FES antl replace� Remove trees ou'�r pipe and at ouYlet, repl��e FES, M-fil �vith standaed ripra� paA, � per,serve and sli� line pipe _ _ -�_ W40 VAFi9LC rv��", •,..� � ---- -------- � � — ----- —�---- 1440VARIBLE �IDTH B57 ---------------GI M-7A RETAI_N � J � -� _ _- '_-�iSC� � I :� �_ ___ _ _-RETFIN IB'PLP—_—_� O`-�.. _ _ _ ---.-ze�Ol1T�'69g' -_-�y.1�"f �n� � ��1� i-��iY✓' i0' .y . . . . . . . _ . . � � � T'N J �,,,r`�-�-� � ����-- � N.0 DBPT.OF TRANBPORTATION oms�ox OP HIOtlWAYd WAKE COUNTY / PROJHO'1516i58 / [b�Sil �DENOTES TEMPORARY UD/U8 6( FROM WE�'1' OF IMPACTS IN SURfACE WATEP. 6R ISi9 40NPb FRANKNN RD) �DENOTES IMPACTS IN CONTINUINQ ALON� I-4l0/US W $URhACE wAlElz 7'O NORTH OP US 61/ U92M DATF 07/)e/ l� 0.�� --�+ + �� � / N � zci °oa-asz nr r � � �0 4 � � �� � � , _— I p _-- J q .Qb 15 P-III I IB 2G - ��� R -' M ___ r --- W W ___= tn �a :i�'iNi _ _ _ _ Z W J '_ j__ ,-,i, 4:,, ��� s aa' �r i2r° E V / r � / � p�' �� RETAIN 2GI � �/ �' �' po �IN 1B 8 1S" RCP-III � . � �i /l I � n - �� x\+ .�//� �p�/ �y 'IiwNoH E' x 4� // � / hn �\ E�P ' �/� 1 ��/�/ \ � _ ° � ' � � � �/ � � ///� / �f�� ; �."� } - ;� �/ ., � //�� i � � �� � � �/ � //, / � / / / FOR -Ll- LT PROFILE, SEE SHEET NO. 53 gg FOR -Ll- RT PROFILE, SEE SHEET NO. 53 o / FOR -RP4B- PROFILE, SEE SHEET NO. 91 �`" FOR -RP4C- PROFILE, SEE SHEET NO. 92 / 50 0 100 / N Z O K -Ll- CURVE DATA -RP4B- CURVE DATA Pl Sta 115+66.75 P!s Sta 127+03.62 PI Sio 1d+42.77 Pls Sto l2+IDJ9 0= 2C7' SQ' 11.9' fLT I 6s = 0' 36' OOA' �= 0' 51' 45.0' fLT 1 Bs = l' D!' 39.3" D= I' 00' OOA° As = P 12' 00.(Y D= I' 0�' 29.8" Bs = 5' 04' S7.4' L= 2A83.66' Ls = 240.0C)' L= 85.54' Ls = 209A0' T= I,053.47' LT = 133.34' T= 42.77' LT = 124b5' R= 5.7z,958' ST = 106.68' R= 5,6$�58' ST = 79.53' v= �o MP,v v= �a MPH O O � -I- � LQ 1"� � I � J I ^ � W — W — t= � 6 �fON -RP4C- CURVE DATA Pls S�o 11t85.96 Bs = 4' 00' 24.1' Ls = 200A0' LT = 133.37' ST = 66.70' 0 0 0 N � � � � Z :� ', �� ����:. ����� ��� :/ S /+ � N I ��p� I ° i / : i .� / 1 �� E�P I I PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l l2 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION �� 0 / �� � � r i �. / r i � - � r / � / ��� �ir O .� �� �" O � / �� � ::., - - �.:`. � PRpPo5E0 SBG - - - - - - � CLA55 'B' RIP P.n - S3 T�OP=92T 03' . FSi z tor+ END SiA q7+B/ LT iNv W=a�2.53' , esr � svi ceo M-452 sF coNc iNv ouT=4zi.9a � MEDIAN GI SPECIt.t CUi DITCH � iNy-aZi3y. - zq"RCP SEE SHEET -nR SEE UETAI� 6 � CURB ' ' ' . . � � � � _ � � 455 � � � E cunrroaa aFTA�N-� — C � � _C _ -� - - -- - - ��—�_--I �� _� — _C — _ I �—__*--.L -== � `AA\451-------- ` ` -- ----_------ —� � 7'GI — �-- — --------- ---- ------ --- ---------- ------ — i — ��___ ---__ —_� � —�—_ —_ �\ ---�_ --------- �A -o_ Te z�i —_-------- --- ❑ -. 0 __—_ ----_ � \\�A� � �1 - -p - � 7L' 7GI — ���%; �—__ � � -� -o - - o- -o- -o- zn a - To z�i M-495 —�� ___—_____— n- -o- -o- -o- -o- -o- -o- �- - - _ - �- �- Mv ip-az5.6r �To 2c1 a.\\ ��—_-- -----_�`LQi1Y�. r C�.� -----_____ _—_ W��—q ----- __—_--�. fv Z �-`'�- --- `C _ ez _ -�.�' �---�-,. _ �� Q Ji?9 _ _ � GUARDRAI?_��—r'-T—T�-�--�_—_—_—____-- ' 2 � ------�---------------- ------ �� � LU �Q _,,,,_. - .. , , � � . . .. . . .. .. ..�, .+�, .n, ,r�, ..,-., w .,, - - - 7G� 1'� � �Z I �_ 1102 �— CUIVERT PRESERVATION $EE DETA�L H y— CLAS$ 11 RIP RP.P REMOVt FE$ AND REPLACe E5T 2B iGN IN FOOTPRINT RIPRAP PAD EST 29 SY GEO �O UE COUNIERSUNK IN �BANKS ONIV; STREAM Fi_OW i_INF — p E$T,>.oN �_,��_ E51 30 S�' GEO STREAM �MPaCTS DUE TO CUIVERT PRESERVATION If�+STALLATION SITE 1102 - IMPACT ZOOM-IN �5[ALE: 1" = 50') 7 �n _ ( � v � � 6,,, . . ,� �'�, , M V=398.7 QQ—QQ i - i 1 f--��i 03 4' E�P 3 �.-.�� / r�Fni.� BZ 1 Maintenanee Items Causi�n Im acts Item 1Jumber RFP Required Repairs �ropased Ftepairs Remove trees, ren3ave FES antl replace� Remove trees ou'�r pipe and at ouYlet, repl��e FES, M-fil �vith standaed ripra� paA, � per,serve and sli� line pipe _ _ -�_ W40 VAFi9LC m�", •,.. � --------_ — � � -- ----- —�---- 1440VARIBLE �IDTH B57 — — -- --- -----ci � M Ga_ �rnm �� ��tc� —�—� I � — — — — — — — — ----- �— — -- — — ---'_ —° = FETAIN IB'ftLP ` � _- _ '3� N 439 9�9v��� rP� �` ll i�v ou,_ �•,��.-J _ � � � l i� ,o. .� r r,,r`��r-� � ����-- � N.0 DBPT.OF TRANBPORTATION oms�ox OP HIOtlWAYd WAKE COUNTY / PROJHO'1516i58 / [b�Sil �DENOTES TEMPORARY UD/U8 6( FROM WE�'1' OF IMPACTS IN SURfACE WATEP. 6R ISi9 40NPb FRANKNN RD) �DENOTES IMPACTS IN CONTINUINQ ALON� I-4l0/US W $URhACE wAlElz 7'O NORTH OP US 61/ U92M DATF 07/)e/ l� 0.�� --�+ + . � N � oi r ���,� i0P=4374i' � � ��'�0 P- �� � � L = � N � , _— I � -- J a .Qb ��-��m � i5 zci - z �i R� -' C'7 ___ r ----- W W --_— V' �a :7�'iNi ____Z W J '_ j__ ,-,i, �„ � \ s ao' �r i2r° E V / r � / � ��I ��`—RETAIN 2GI � �/ �' 'I op �iA1N 1B 8 1S" FCP-III � . � � /l I � d - �� �\k ��I � � � ,� � I,w u� E� x .i �/ � � hn �� �,P /�' //� � ��/�� � � - � 1 � �- � �/ � �///� / qf�� ; _ �._� � — ;� �/ ., �///� i � � �� � � �l � lll,l / � / l / FOR —Ll— LT PROFILE, SEE SHEET NO. 53 gg FOR —Ll— RT PROFILE, SEE SHEET NO. 53 o / FOR —RP4B— PROFILE, SEE SHEET NO. 91 �`" FOR —RP4C— PROFILE, SEE SHEET NO. 92 / 50 0 100 / ���� -Ra4g- plFryE OATA -RPIA- CURVE DAiA I 53 /I 5 Il 13 Ptl Sia 2��0/9 Pl S�o 15+H223 Pls Sra /9�10BJ P/5 Aa 25�05.19 Pl Sro 26+175( - Pi Sra 15+2/50 Pls S�a l8�iJ0� P�5 S�v ttl+9913 Pi S�o 27+80-19 ��� ^��- &s �/Or39J' 0^ 2�33'311rl171 Bs � B00'S48 Bs a/ZP73II d� 1642�9'(fliI T r'��� � �• 3�05"O7A'IRII &s' 65Y5B.f B,s = 52'3/S d� 2Z26'OSfitL71 �L L5,7r - 17294� � = 2952p6p47 $I - 6HD5' ST - 9�0 Y R �898Y '—`-" � ..'' /'i '� , I � [i' 255Y`�8�f �7 - 20047 �Sr ZCOGY i 0 - 5'i2'3i3' �^ `r .�-;_ �'... �_;.. &s - SOfi519 0 s59 56� ts cYHAT Lz 2bD0' D 932 5l5 r ... ..,.�„ < , \ �.:. i\_ GR 955/A` \\ar u= �s� � a f{ �.�R�7 TL •_'�+ V c 55 MPN v= 45 Pn - 'i,I i � ' I' r � R`�/�Z 'j' �st�fu �' � G AT�7� �rem��m��F w,p.e�o�.s ' J� � 1 ,I� �i ,. .:�.JTM� �1 - _,_= V _'_.:. �_ _�v�f" � il ��' ��w"�EV':., �.LS\ \\ i I� I ..,, �' y V -40� . � SITE 130T -- �- ,.., ; -' / � i / .: - :.,.... � .. .. ! ; � RxeuanN rca- e�aNs ,� �o � i SITE 1301 - �MPACT ZOOM-W (SGALE: 1" = 50') '� ' �, " I ! r_ � ti � 9" ;� I '- ii �_ 4 � -�L� �;, „ �= �_ _u -IM M- A . = .-' � __.__ . __ -: ; .� SITE 1304 PACT ZOO IN (SC LE P' 50'� ..,. . ' : � � � �� �� ` / / �3 ,,.J" _. __�c= _ \ .. ��s: I ,.. c� / \ � � - � ,�� ,�,�, �; - , _ _ � „ �;, , � � ,� � ,.,.. ;�� � � ...� Fd3'Z6TE� . _ - I � � / � � � g, i �'- , � . � - , f � � ° " � � �� � � �� �' - - - _ , `'` � � �4 `. � � I I ; .. , � � -_ ; - - , , � ;m� ;�,:� � � - � _ �� y� � ,:� ----- � �; ;� � i,� p � _ °� _ �� ��. , .., - � , , � � ��� ;s ��� j�� �;�� jl , �' ,_,a, ,_, ---� � _ �srr� isoi�, ',� � - --- _- /.� �w� ,EYI�iG a �ro� i � �� �; /1 ��' ' I � �I f 1�`�-.Ll=r . i' �� � ; II �� i �� �� i�IJ.,JJ��1J1L1 - ,,,, � N era� cen �y q il � I f �7�"ili �,,,�,U° ���� �' ,--r�`��`'� , °'''� ". �� ;`�� ���� �� ��- — �� IV�1�=3��oF / � M-$� � � ` ��� - - - � ` ll ��'� �� � _ � - FNF // ,/ c �� �-, �� ��"o��4�a,o.� �'� i II '��' li � 4-'`s '°:uE ,� N � 1 / / ..µ� I } � ''� '� II I � � J / ' � z, � � � I£ � � l� li �� /I�,� 3� JQ IY1-7� � ,. � ,�� .. � r� � '� ,� � � �� i� ��' ,F� � � �' ,� .,r � "�r' � ". $ y� �� j� �j .� ` � ",��.�,k „_v, � � � . ��. � , � � � � � � ° � ��j , � I� � , i € .k � , . . � $ i ,� , , � - _ A ' � 4 5� 9 a,. o x �' � / � SIfE 1303 - IMPACT ZOOM-W (SC/+lE: 1 �0') ��/ x `�I' _ -- � ^ � � - , V � � ��a�� s � ,- , - � � ,, _. ^ ._ _ 1 _ , , ,,. 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SITE 7301 - IMPACT ZOOM� IN (SCAIE 7 - 56'� \ � .• ` .. `.. ` � � . � .." ' �7� '' � . 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PLANS SITE 1302 CHANNEL IMPROVEMENTS DETAIL SHEET STA. -RP4 D- 2 7+ 00 ( LT� //� S � i � � � ai � � � CLASS II RIP RAP EST 21 TON EST 22 SY GEO (BANKS ONLY) 8Z 2 � s- oo� �, Z S� S� �e� �'�p.� i �Z CLASS II RIP RAP EST 53 TON EST 39 SY GEO BZ � STREAM IMPACTS DUE TO CULVERT PRESERVATION I N STAL LATI O N I:�', . � �s � �� � � � �� � �s�\O , ���� BZ 1 � Z Z9 CULVERT PRESERVATION SEE DETAIL H \ � �� �v � � �DCNOTCS TCrnPORARY IMPACTS IN SURFACE WATER ��ENOTES IMPACTS IN Sl1RfACC WA1ER N. C. D6PT.OF TRAN9PORTATION DIVISION OF HI[�IHWAYB WAKE COUNTY P0.0JECY14I6ESBI 16511 1�0/U9 W FAOM WF,9'I` OF 6R i�19 (10N05 FRANKIAN ND) CONTINUIN� AI.4NO IM(0/US 6( TO NORTH OF U6 6(/ U9 26( DA7'PsM/ 18/ 2p1t �'—o `�-' � �� ��� � = O ; G�e �O ��o� �� i� '- ' ���°. •�, „ c,�`e ��c��� � �o °G�� �`'� �'� � p Q��S �� �9s ` \ - p,� ,� °s � - �_ � ;� ��� �� . \ � �� \ ; � . � Ze - � '� � ;��C� �� \ q� ��� \ 0 ���'-� ` �'G � � ►' � � �� TYPICAL SECTION 2.0' CLASS II RIPRAP ��� � 2 � ` \ �� � W/GEOTEXTILE �, 0 EXISTING GROUND LINE NTS �s ' � � KEY IN AT i � 1.0' DEPTH �.o� PROPOSED GROUND LINE FILL WITH APPROVED SOILS STATION 10+60 SCALE 1" = 20' SITE 1302 CHANNEL IMPROVEMENTS DETAIL SHEET STA. -RP4 D- 2 7+ 00 ( LT� //� S i i � � � ai � � � CLASS II RIP RAP EST 21 TON EST 22 SY GEO ( BAN KS O N LY) 8Z 2 � s- oo� �, Z S� S� ��� �'" P" , / �� ���NG �Z CLASS II RIP RAP EST 53 TON EST 39 SY GEO BZ l STREAM IMPACTS DUE TO CULVERT PRESERVATION INSTALLATION Z Z9 �s � �� � � � �� � �s�\O �\ � ���\ \ � �� �v � � �DCNOTCS TCrnPORARY IMPACTS IN SURFACE WATER ��ENOTES IMPACTS IN Sl1RfACC WA1ER N. C. D6PT.OF TRAN9PORTATION DIVISION OF HI[�IHWAYB WAKE COUNTY P0.0JECY14I6ESBI 16511 1�0/U9 W FAOM WF,9'I` OF 6R i�19 (10N05 FRANKIAN ND) CONTINUIN� AI.4NO IM(0/US 6( TO NORTH OF U6 6(/ U9 26( DA7'PsM/ 18/ 2p1t �'-o `�-' � �� ��� � = O '; G�e � ��a� �� � ' �G,o •�, „ ��`P- '��J� � �o °G�� � �'� � p Q��S �� �9s ` \ - p,� ,� °s � - �_ - = '� �'�� �O . \ l � \\ \ i � . � \ Ie - � '� � =��;c�9�A ����o \ , ;' ���'-9, � G'G \ — ����� , 1 � � �� �� N BZ � /�- � CULVERT PRESERVATION SEE DETAIL H 0 TYPICAL SECTION �s 2.0� �`� 2.0' CLASS II RIPRAP '�� KEY IN AT � � W/GEOTEXTILE i� 1.0' DEPTH � r, � , ���7j�'' �.o� �����`� �-�s =� � �� ��,,y , PROPOSED EXISTING GROUND LINE � �` GROUND LINE FILL WITH APPROVED SOILS NTS STATION 10+60 SCALE 1" = 20' -LI- CURVE DATA Pl Sto /50+3/./9 Pls Sto /72+52.95 �= 2P 40' 48J' fLT 1 6s = 0' 36' ODA" D= 0' 30' 00.(7' Ls = 290.00' L = 4,336.00' LT = 160A0' T = 2,194.25' ST = 80.00' R = I1,45.9✓6' V = 70 MPH � � � Main�enanee Items Causin Im acts Itern hlurMber RFP Re uired Re airs Pra d3ed'Re ai�s M-Il32 Gradea�nd5;.abid,ceercdi�ngdiich Add5i�n�dardri�ravpad. ���,� Re��airlast 7'of sr�aratrd pipr, s�ip line pi�e, Remove FFS, ad[lrnuniersursk rin riry m,�lar.e F�Sa�nd remrrWe Prees araunr! p�y�c inlei pac9, and preservr pipe. Rem�oweirecs�. M-Ml ReRairslopewash�aut Repairslope SITE 1501 - IMPACT ZOOM-IN (SCALE: 7" = 50') INV=3 C',,/��A� < 8q \ Ze \J� �/.-'��� \ * � ! t 2 ?9 9�� _ m I XX-XX f—'-1 o.r 2 A'�i MFALL �z ZBI � Z8 � :� ', �� ����:. ��� �'� � � ' ��� $TREAM IMftiCTS Dl1E TO CULVERT PRESERVATION INSTALlnT10N CLASS II RIP RAP E57 22 7CN E57 a3 5v GEO �2 Zg (fiANkS OrJI� SITE 1501 ' ze �-=x—=�=-�� PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l 15 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION 0 -1 �. ��- C�Q � CLASS '6' RIP RAP � , � CLA55 'B' RIP RkP E5T S`TO��RIP RAP CLASS '6' RIP RAP O E5� 1 10N 1f ��' EST 1 TON EST 5 SV GEO EST I TON O X ,� 9 �d E5T 5 SY GEO EST �i Sl' GEO O O eS7 i -v GEO \ �'. . PRpPpS£0 SBfi.. � � � �N �y '" -. .,, -. seecia� cur oircH � Q �OCAT E Tp INV "' SEF. DETAIL K O v' E6G�t� ��r �__= �� iro,__ z + ReMov xx p INV-380.35'. j .. .- . .. . � �Pfll � II °" REMOVE 8" CMP � ��\,� ae,tiove PRpPpSEO SBG N � RETM�I I _ i �. � . . . . '_ � �i. � � lOCdiE P E M-442 Tm e� � Za Q B : ENO STA. �Bp+BI (T . _ � � � C OP/ 89.99�tP�- - -. _ _ Z .. 3., CMP V /v1-443 `:� � � ' yV � nECMaE cMa iocArEarPE� � _ _ _�_ '. � —� - � � i� w P - _ _ _ _ _ UNABLE_O y _ _ _ _ _ �R � V - BZ 1 -..- \\ . �v i�_3��---- ----- —'�— — �uaaoadi�_ m_ — M— 4 z L L L � 39�g� C— — — — — — ia1�3� � � • — - -- - U i— I V= 4.13' - V-3TT.89' V- 4.49' � �---------- r Q _______________-r------- ---_— 2GI --- — ---------- r -------- �NV----- � — ---- �---------- .GI � ?�.I , ',GI � � .<v �, ------- `�' tn n � --------------�-------- ------------ ------ -------- �-------------------------- � ------- --=��--------------- — � J -- - - - - - - - - - - e-- I- - - - - - - - ,a � , - - - - -- - - - - - - - - - - - - - - - - - - - r� zci - - - - - - - - - - - - - - - - - - - - - - - - - � °L- - - - - - - J '- -� T P_ .M-508 M-509 rs 7c,r � is hcr-w M-511ro zoi , is� ecP-m � � _ INV OUT=383319' �NV OUi=3TT.75' ��� I V U= . � ------------- ------------------------- -------------- -------------- --------- � ------ -------- y � �q Cl1LVERT PRESERVATION r � 4 �� � SEE DETAIL H � � � W 2GI �CI �\ 2GI w _ _ — _ _ _ _ _ _ _ _ �\\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �'� �x _ r ? _ __ _ i _ _ _ _ �T—�T�-1 _ �—T-��—��Q'�—rT _ _2`_' _ _ _ _ _ _ _ _ _ _ _ W C - � G �/.� C arI L GUARORAIL II C = N/ r"II - ' . . . �\� . � .. . . . . . . � .. . � , . IA V I W. . . � � WV=384.9�. .. . . . . . . .. . . _ . . ..II . . �n��➢ Z M-108 � .. .. . . � � PROA05£0 SBG �� — anss il ei? ena �0ti � �Nv'�a o. 9 Z cinss n eir a.4r W M-109 BEG STA t74+75 R7 esr 2o roN �_, z E5T 39 SV GE E5T 70 TON Z � iNV=769.98' _... ... � i _ �5 M-112 /— esT zi sv �eo �J I 339.4 82 ZIBANKS ONLY� E5T SSTONRIP RAP � V NOT Sl16JECT TO ��ASS 'B' RIP RnP REMOVE FES AN� REPIAC E5T 5 SY GEO = RIPARIAN BUFFER ftULES E5T 7 TON �N FOOTVRINT RIPRAP PAO BI � Pfit7Po5E0 SBG - � >—X—X—x�y_„_ EST 5 SV GEO TO BE COUNTERSIINK IN EN� STA �8Z*75 RT � - Q —�.•Y_. —•,n � y E �, f E fIP T STRCAM FLOW I C WW �, � C •• R,� � 3c 3E � X—x—Y F.� , � � � � � E tiNG n �P R Mop �bry E E �4 E E E g � 6n E � i \ � i . . . . . . . .. . .. .. . . .. .. _ . � �X � r _______- , . x—x—x—x—x—x.—x—x—X x—x_x_X_ _ _s—� T 01 �. r � r--- 2 $ITE 1501 - IMPACT ZOOM-IN �SCALE: 1" - 50'I � \ ll�l--- ���J�----�—________— =__� , Z za \ - 1 � �ti � E � � �� � �� m r � P STREAM IMPA S DU� i� (�-� �1 � " ���\ �' �C�o TO CULVERTPR ERVATtON u� ��-� M-112 — \ NfTA���T,oN \ �, A � =33904 \ � ` t � T / y � FOR -Ll- LT PROFILE, SEE SHEET NO. 57 N.C.DEPT.OF TRAN6PORTATION � FOR -Ll- RT PROFILE, SEE SHEET NO. 57 - DIV19fON OP HIONWAY& �� W AHE coUtwrY �� W W—W W � = rnwecm�w,s°iissn � �-10—� 50 0 100 �DENOTES TEMPORARY Ill�/U6 W PROf�1 Wf?ST OF IMPACTS IN SURFACE WAIER SR IIIHUONB§FRANKLIN RD� / [�/n � 3 �4 �DENOT[5 IMPACTS IN CONT[NUINQ AIAN(7 I•(10/U66/ �/- $URFAGE WA7ER TO NORTH OF' U9 6(/ US �6/ 6'��: - DATE, b7/ Y�/ f01t cunau -LI- CURVE DATA Pl Sto /50+3/./9 Pls Sto /72+52.95 �= 2P 40' 48J' fLT 1 6s = 0' 36' ODA" D= 0' 30' 00.(7' Ls = 290.00' L = 4,336.00' LT = 160A0' T = 2,194.25' ST = 80.00' R = I1,45.9✓6' V = 70 MPH � � � Main�enanee Items Causin Im acts Itern hlurMber RFP Re uired Re airs Pra d3ed'Re ai�s M-Il32 Gradea�nd5;.abid,ceercdi�ngdiich Add5i�n�dardri�ravpad. ���,� Re��airlast 7'of sr�aratrd pipr, s�ip line pi�e, Remove FFS, ad[lrnuniersursk rin riry m,�lar.e F�Sa�nd remrrWe Prees araunr! p�y�c inlei pac9, and preservr pipe. Rem�oweirecs�. M-Ml ReRairslopewash�aut Repairslope SITE 1501 - IMPACT ZOOM-IN (SCALE: 7" = 50') INV=3 ��A, �; 89 Ze ' � ��" \/.-'��� \ * � ! t 2 ?9 9�� N m 1 XX-XX f—'-1 o.r 2 A'�i MFALL �z ZBI � Z8 � :� ', �� ����:. ��� �'� � � ' ��� SIREAM IMPACI'S �UE TO CUIVERT PRESERVATION INSTALlAT1oN CLASS II RIP RaN ESl 22 7GN ES7 a3 5v GEO �2 Zg (fiANkS OrJi•.� SITE 1501 ' ze . ��Z-=R—=J�=-5� R= PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l 15 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <}M" . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION ��� 0 � l � �� . 1 C� CLASS '6' RIP RAP \ CL455 '�'PIF R4P O CLASS 'B' RIP RkP CLASS '6' RIP RAP O e$i 1 1pN �JS !Z' � EST 1 TON E5T �TO�JGEO EST 1 TON x 9 �d E5T 5 5'I GEO EST�i SY GEO O O EST i -Y GEO \ ''. � . O PRpPl75E0 SBG.. � � � � io� E i � Mv �" ... `. $PEQAL CUT oircH Q � �'�g � ��—_ '' �qT � ... . SEE OETAII K O Z � . .. .. IN --;,. . XX PEMOVE O . .. �� 2 '.oV 3E CMUCd�TE P E .. e y" CMP � B> eZ 1� 1\\ 8" CMP REN�OVE � . PIi0PO5E0 SBG Pf u MV-380.35' � ' - � = r- - .. - - _ _ . � _ K M-443 '_ _ _ � _ m = � �e � s�� cMa N e ro : ENO 57A. iB0+8iLT . _ � � � RErn�i Mv i ses.�9P - - - - - - - -��' - . . _- _ �uAflo3Gi� m �^- - - - _ M-4A2 .._. _ M-44 . � . A aeMovr - - - - - -LoMi '���� �. . . . _� _ _ _ - � � � C M�y� � � P _ _ �OP 389.99 � �Iy __�,rr6 r-38a�t�._—__ — _ - - _ _ _ - �' - - Coe II 1_ d`� L L L r— ��� � - - � - - 'IOl-�3� � • ---- a' - --- V= 4-13' V'377.89• � V= 4.49' �-- . Q � NV. ---- --- - ---------- ---------------�------- _ . , �_ ------------ � z�� ��� ------- �� ' -- .,:9 ,�� Q " i-- � --- .�� ,n � ______________________ _____—______—____—_----__�-----------------_________— cn —�--- �A � —�;�--------------- � J-- - ---------------- �a�, r�zci - �i r' I T ' -� T P_ .M-508 M-509- - - - - - - - - - - - - - - - - - ra �r i is° rc�e-ui - - - - - - - - - - - - - - - - - - - - - M-51110 z:si , is eeP-m - - - - J � _ INV OUT=383319. INV OUi=3T7.75' ��. 1 V U= . -_-_-_.____-_- _---_--- --------------- --------------��--_---------- �-___--- - . ------_-- `^ r ----- ----------- -------------- ' v � ------ --------�— -----------� --------- r `y.o CULVERi PRESERVATION � 4 �� � SEE D�AIL H � � � W 2GI �CI �\ 2GI w � _ _ _ _ _ - _ _ - _ ��\\ _ - _ - _ - - - _ _ - - - _ - - _ _ �:_ _ Z _ r i - ? - ? _ - - - �Ti U�iF�f - - �-T��-r����r-r� - _2`_I - - - - - _ _ - _ - _ W C _ � _ L' _, .�� N C aI C GUARORAtL II C � . . . .. '�'ll - � J . . � -�� � _ .. . . . . . _ . � . . . . (�i �I Z iNv-3aa.v� M-108 PROA05£0 SBG II - anss ilei� P/aP �eti� Wv-� s�y M-109 BEG STA i74+75 RI �� . esT zo roN -<.oz- c�nss u a.ir �ar- w E5T 39 SY GE E5T JO TON Z J MV=364.98' _... ... � _ �S � M_112 /_ �� esr zi sv �eo � I 339.4 82 z�8ANK5 ONLY� EST 7STONRIP RAP � V NOT Sl1oJECT TO ��A55 'B' RIP RaP REMOVE FES ANp REPLAC EST 5 SY GEO = RIPARIAN BUFFER ftULES E5T 1 TON �N FOOT7RINT RIPRAP PHCJ BI � Pfit7PO5E0 SBG - , '-x- EST 5 SV GEO TO, BE COUNTERSl1tJK IN EM� STA �82*75 RT � Q X-J(�y_v__ _ f�P $TRCAM FLOW I[ WW �- R�� � �' E �' f E 8 j( )( X X X-Y Fx� T�Nc ni R H � , � � _._��. /N M�N E E — IP � UOM � E � E E E ' , A :.f' .. . . E � `. ' ' \ P �,� . . . . . . . . . .. .. . . .. .. . _ . � . .. �X . _______- � x_x—x—x—x—x.—x—x—X x—x_x_x_ _ _s—� T 01 \ �. l� � r - � $ITE 1501 - IMPACT ZOOM-IN �SCALE� 1" - 50'j � \ l�l--- ���J�----�—________— =__� , Z �a '� - 1 f , �ti � E � � �� � �Z �m ,�.; �r � �,�� P STREAM IMPA S DU� Il'�' �� NOSTAL iIONPR ERVAT10N �� ��� M-112 / — � � � A '� =33904 \ ` ` t � T / y � FOR -Ll- LT PROFILE, SEE SHEET NO. 57 N.C.DEPT.OF TRAN6PORTATION � FOR -Ll- RT PROFILE, SEE SHEET NO. 57 - DIV19fON OP HIONWAY& �c WA6E COUNTY u WW-WW = rnwecm�w,s°iissn � �-10—� 50 0 100 �DENOTES TEMPORARY Ill�/U6 W PROf�1 Wf?ST OF IMPACTS IN SURFACE WAIER SR IIIHUONB§FRANKLIN RD� / [�/n J 3 �4 �DENOTGS IMPACTS IN CONT[NUINQ AIAN(7 I•(10/U661 � r- $URFAGE WA7ER TO NORTH OF' U9 6(/ US �6/ 6'��: - DATE, b7/ Y�/ f01t cunau N Z K Maintenan�ce Items Causin Im acts Item Number RFP Re_ uire� Re air� Rro cssed Re airF Repl�r r�xposrd lumepiu�t;ap,raximaeely3[Y M�117 F4ume [U Yre rernoved; repair iloµe. � Uown s�up�y an¢ repa r slupe. Minorgradingrequiredarndrepafr�pproxima6ely R��PdirlaieraldiCchandslofaeroculvert lOb' nf¢hamlink fenee. Repairla�eral dirch and t'+in�wall. Remove E�rees behind wine M-118 wall and repaarR044' Fe�nr_c. Realign slape [U culUer[ wir�k waAl, aeinovr Ue�s �ez�iind slrearri leadari�g [e�lreaawa9l, arsdaa�mmuo w�a�gueull �ntl>epali terice. p�nks. �;See Shhet7�dS� M477 Rrpairdie[handri�ar3�withtahs�-c Pr.pairditclevr"r}hriPr�3�rta6ri.;: SITE 1701 - IMPACT ZOOM-IN �SCALE� 7" - 50') N.0 DBPT.OP TqANfiPORTATION �DNIStON OF NIQHWAYS DENOiES TEMPORA�.Y WA[E COUNTY IMPACTS IN SURFACE WATER vxaec'n �sjse/ tui� � DENOTE$ IMPHCTS IN I19/U6 6! P'RORf WPbT OP / \ SURFaCE wn7Ee 9R ISI9 UONPb FRANKLIN RD� \ CONTINUIN(3 ALON(3 hA0/U6 W TO NORTH OF U9 61/ Ud SH DATEe07/SeISOt( \ \ ZZ-ZZ BBB-BBB \ F��i F�—�1 \ U.3' 0 9' d' 2.� ;' .: _..- .�,. ��.4' .. �.�..-,, . ", _ I ��';..� T./ : q'I ! � V ., ��I►IiITE R.� SITE 1702 �� IMPACT ZOOM-W �SCAIE� 1" - 50') PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l l7 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <n' . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION � � � I7�-.+.� 3. �' �-.+� \ - � OUTFP.IL OUTFP.IL � SITE 1701 iNv=3oi,ao� � '� g iNv=3o -432 � � �� \ IN — 03.92' , i � � � � � �� ��� �� � �� ��� �� �, � � �� � '�� � N� ' i�i�i� SF,� �� �n �� ti o � � � � C' N � J � r� ���� � �i' UII � ��i � r cv,ss nkie iaa ���\ -li �II �O ON STREAM B.4NK ONLY � � � � � / L512010N 0�, ZZ � \�\� . ti � ESi 2fl SV GEG . \ X �+ ` - SITE 170Z � �_ _ _ — — �i i � Ex'S„"` ' 0 'X8' BOX CULV T —n32 : � p, m B66 -- —' 0 TOP HW-3OZ Q CLASS'B'FIPRAP f,�� SF' 3 STREAM IMPACTSDUE O NV-294. ESi 7 iCiN .� / 'i- TO CULVERT PRESERV/�TION O ' I EST 7 SV GEO � ' / �/ ggB ,_ " INSTALLATION CLA55 'R' RIP PAP O / �VV=301,80' SPECIAL CUT DITCH O ���-Q3Q ' X,_T + �NV=70 CLA55 11 R�P RAP E5T : iON GLA55 '6' RIP RAP SEE DETML K O � � 5'X9' 00� C IIVE �N - 07.9Y ESI ZI ION EST 7 SY GEO EST 2 TON O T� �'3 Z' Z II � H EST 22 SY GEO EST 7 SV GEO � . .. . . . , _' �� /Vl I t =294. 9 � ti�a �13ANK5 ONLY� I .. � ' . ,' �E ;E .. T .. � ��, , ¢Z 1 �yq8 Y UNABLE 70 � - . - PR�6�OSED SBC � ' 6CATE P /�� �� ' BEG S%A l<J$+82 LT � !h��i UNABIE TO pJ � REMOVE C1F PLUG�FILL II F �\ II LOCATE PRE V � E �a0, SBG � � y. �w .� LOCATE P�PE. L 7.fl � li W a 2,' � � ti`i�'�✓�`�� r �� M-429���� �� M-428 _ � �C_ _ - - - - - - - - - - -►- - - - - � C N - � m - �M-426- J� - -c- - - Q � --------- — - - - - - u _ i1�- - - canaear� r - - - - - c„�0. - - � - � - -.- - - - - - - - - - --- — � ----------------- � `�iNV=339.1T' M_ 6.i. C.. � INV=374.23' � � —_--Til -3� —_--__—__-- i _—rc---_�___-- � 7CI "-'GI 2GIa �;�t'� 2GI 7GI �/� � . . . � ' ' -- ,,���,y ' • , . ' I _ � , _ ',E'p • "' � ���y'L r � --------------- ------ ---------------- — —a� -------------------------------- � , J --------------- `� ',`'"_ � A J ------,00 ----------------- --- �.Fs ------------------- ------------- � I M-515 is vcP-m F _i�'Gl re7ci =� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ "_ _ _ _ _ _ _ _ _ _ - _ - _ _ - _ - - - - _ - - _ _ - _ _ _ - _ _ - - _ - - _ - _ - -_ - _ - _ - - _ _ m � 1' � �- TF 2GI '� ! TOP=336 I' CULVERi PFESERvqT�ON ^ r_ WVPOl1i-340.6�' � M-r,�b ` SEe D[iAIL H r � _____________________ ______________—__—_-- —__�______— _____ ___ _____________ � W �\ w W �CI w _' zei zoi z�i \ �ci = N� - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - e a o a aS - - - - - - - - - - - - _ - - - - � � - -e — - � � - - — - — - - _ — — — — — — — — — — — — ' — — — — � — V i �J,J � .. n_ _ .. , . . icen�ove � . 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' . _. \ $ITE 1702 - IMPACT ZOOM-IN �SCALE' 1" = 50'� /`� ,q°/ - �' E �NKNO N�P � /� I �z 9� ~ SITE 1701 - IMPACT ZOOAh-M ($CALE: 1" = 50') `1 �/ , F4 ' BURIED�IPEI 9 — YOP' IAI'306. � ��\� ,�I � - �,S � �5 � " M-117 �r�"v-��98,27' �_ � v �" �'�' �� ssu � P INV=309a4B' n � �'.` , , ��� ez � ��� r - .,4 ./V�—� � �� c���; /� �� � ar� i �� i i I �� i�i � � � 5 L I�� l I f L � ��/ �-3/ ��j �� �� / .. � v / RE-n �NEo cHni�NE� wa� -_ - - r�'� � �' SE%N 2 RESUL IN l5 Lf OF ,� I I� AAA-AAA aZ / sreen ioss ' �__ , " \ ' FOR -Ll- LT PROFILE, SEE SHEET NO. 59 (SEE S EET 17A FOR RI RAP LIMIT51 � �" '/ �� FOR -Ll- RT PROFILE, SEE SHEET NO. 59 F^^I /e 5 H S'_ , � _ �� 1.0' / �P-31S,qz / � C �. , _ ' ,T�; INF L` // / � /+ Q RIP RAP B ND Y'" \ / 50 0 100 � - J�v� 2 � R Mp .-' N Z K Maintenan�ce Items Causin Im acts Item Number RFP Re_ uire� Re air� Rro cssed Re airF Repl�r r�xposrd lumepiu�t;ap,raximaeely3[Y M�117 F4ume [U Yre rernoved; repair iloµe. � Uown s�up�y an¢ repa r slupe. Minorgradingrequiredarndrepafr�pproxima6ely R��PdirlaieraldiCchandslofaeroculvert lOb' nf¢hamlink fenee. Repairla�eral dirch and t'+in�wall. Remove E�rees behind wine M-118 wall and repaarR044' Fe�nr_c. Realign slape [U culUer[ wir�k waAl, aeinovr Ue�s �ez�iind slrearri leadari�g [e�lreaawa9l, arsdaa�mmuo w�a�gueull �ntl>epali terice. p�nks. �;See Shhet7�dS� M477 Rrpairdie[handri�ar3�withtahs�-c Pr.pairditclevr"r}hriPr�3�rta6ri.;: SITE 1701 - IMPACT ZOOM-IN �SCALE� 7" - 50') N.0 DBPT.OP TqANfiPORTATION �DNIStON OF NIQHWAYS DENOiES TEMPORA�.Y WA[E COUNTY IMPACTS IN SURFACE WATER vxaec'n �sjse/ tui� � DENOTE$ IMPHCTS IN I19/U6 6! P'RORf WPbT OP / \ SURFaCE wn7Ee 9R ISI9 UONPb FRANKLIN RD� \ CONTINUIN(3 ALON(3 hA0/U6 W TO NORTH OF U9 61/ Ud SH DATEe07/SeISOt( \ \ ZZ-ZZ BBB-BBB \ F��i F�—�1 \ U.3' 0 9' d' 2.� ;' .: _..- .�,. ��.4' .. �.�..-,, . ", _ I ��';..� T./ : q'I ! � V ., ��I►IiITE R.� SITE 1701 �� IMPACT ZOOM-W �SCAIE� 1" - 50') PROIECT REFERENCE NO. SHEE( NO. 1-5338/1-53/l l7 R/W SHEF( NO. ROADWAY DESIGN MYDRAULICS ENGINEER ENGINEER IN�M[FL E PLANJ Di0 NDT llSE FGA <n' . C(S1�I51T�ON PRELII�IlIN RY PLANS DO NOT L�SQ FO tmN9TRVCTION � �� I7�-.+.� 3.�'�.+� \ - � OUTFP.IL OUTFP.IL � � SITE 1701 iNv=3o�,ao� � � g iNv=3o —432 � � �� \ IN - 03.92' , i i � � � � � � �� � �P � ? �" � � � � � � � � �� ti� � ' �i�i-'� � � `'F,� g "� \� \�� U�� ��i' ' �' N �r �r�� ���� � - �' �. �� �, �� � � cv,ss uair itn� ���A �II �II � ON STREAM BANIC ONLY � � � �� / es�i zU iori ..0 , zz � \ �\� . ti � \ ESi 29 SV GEG / � X �xe� aox cu�v T �32 : ' P j m Bgg SITE 170Z �-�,�____ —;�i � Ex�s„� 0 TOP HW-3OZ Q CLhSS 'B' FIP RAP � �� SF' 3 STR[AM IMPACTS DUE O V-Z94. ESi 7 iCiN � / 'I- TO CULVERT PRESERVATION O IN - E5T 7 S1' GEG ' �/ ggB ," INSTALLATION /� WV=301,80' CLA55 'R' RIP PAP SPECIAL CUT DITCH O � ���30 � X`� + �Ny,30 CLnSS 11 RIP RnP E5T : iON GLA55 '6' RIP RAP SEE �EfMI K O �� � 6'%9'BO))) C ILyE �N - 07.9Y ESI 11 ION EST 7 SV GEO E5T 2 TON O TOP,M�y-3 2. Z I� � N EST 22 SY GEO EST 7 SY GEO � . . . . -. � . ' IW=29a. � 9 � \ ti�s `�ANKS ONLY� I � . . . . .-.'UNABLE TO • � Ur� d8 E iPE \' ~ T � - � PROPOSED SBC ~.. � ,' 6Cb P �' .� Ili CATE PIE P P[KED 59G � r � 3 rz i � � � B£C STA i98+B2 [T ��� �M �> J ' aennove c�e r�uc,�i�� a ��\ � E � A'� r . I�u ..;� LOCAiE PivE -,., ',' �� RE v . . � � .�2� , ��� Iw m �., . . � � ��iC__- -- ----------c-- �- C N r � M-429P��5 , z zfl � M-428 �_ = _ �� ' �. - - - - - - - 426 J� � Q � _-------- � _ _ ' � - � ���_ - _ GFWRBFAI� r - _ _ - _ �V=339.17. �����jV1� 6T..,�_ _ _ _ _ _ _ _ INV=374.73___ — � _--_--__—_—_—_—__ � _ _ . _ _ � __ � _--__—__-- -- _—rc-- \�___ � 7C-I "-'GI 2GIa �;�t'� 2GI 7GI �/� � . . . � ' ' ,,���,y ' I - 't ,' ��,e' "' " �"'y r � --------------- ------ ---------------- -----'� -------------------------------- � , J --------------- x �','T ., A J ------,00 ----------------- --- �.Fs ------------------- ------------- � � M-515 is � acP�u � �a. _ i�-u re �ci — � - - - - - - - - - - - - - - - - - - - - "�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - m � I� R P- T5 2GI T� ! TOP=336 1' CULv[�i PRESEnvqT�ON ^ r� TOP=343.26' _ • � SEe D[iNL H r INV O11i=340.61' M-5�6 ~ _______ _____________ ___ __________ __—_—_ —__�_____________ ___ ____________— � W �\ w W �CI w Z _�i �c,� ze� � zc� Z N� --- - --- --- -- -------� --- -------------eaoaaiT --------- --- _ ----- -e— - ��-- ------ _ ------------= ----�— Vi W . _ .. . . . . - � . . ._ .. . . . , . .. . _ .. -Nr-1�0- � � � � � w !+.Froiove ; Nwo�i�� � � C � �.� � �^.'p � . . � � Z -1 �� � gy ,' / . ' . . . . . � „ � � . .. .. . .. . - -. . . SITE 1701 ° >�E�^ `_���N�E�,� £ 5� _ _ _ _ _ Z �EiAIL SHF d� A$ \� . J � ^ , _ - _ - END sr + Rr . - _ - _ - ' �NV,g� CLASS 'B' RIP RAP >PECIAL CUT pITCH � 2�' � ,Tp CLA55 'ti' RIY RAP p E57 ] TON SEE �ETNi K = 2 INV=3 4.48'll M-� �% • y� ' 06;45 EST 2 TON ` c' - � ESA 2S TON'r RAr ,�ijfl �, �� I S�i 2S TON'P ftAP E5� / SY GEO EST 7 SY GEO SPECIAL CUT OITCH ( � .,a.ii CLASS II NIP RFlP SEE DETAII K �� E5T 7 SY GEO 5 ._ - 1,� �� SE ESi � S1' GEO STREAM IMPAGTS DUE - E5T 2'� �YO GEC � � \1a AnA . - � _ M4j -- TO CULVERT PRrSERVATION ' BANKS GNLVI � N CLASS '8 RIP RAP INSTALLATICN � SITE 1702 � CLASS �B' P.IP RAP EST 7 TON r' + EST 22 iON ESr i SY GEO —x e5T G.'-, 51' G }: " f lP Ip /E X e i d' / k - �AAA o - �Ei � ' k. ' ' Q � . ' . _. \ $ITE 7702 - IMPACT ZOOM-IN �SCAIE- 1" = 50'I ~ � E UNKryO N�P � , + _Z 9 ~ SITE 1701 - IMPACT ZOOAh-M ($CALE: 7" = 50') \ `1 �, f?. 9 � � fBURiED �IPEI — .. YO�J ' IAI'306. � I� \��� .\ �` ,�I - �,5 � �s � " M-117 �r�"v—��98,27' �_'` �:' ` � ss�, � P INV=309a48':i � /' u��'� e� �-� ���� r - .,4 .NI-11 �� c���,� � � J, � � r� � u i�i—i- \ �N %// ��� A � � � r / � ��_ � �� L O �_�/ '/ \/ � � .� �..,- //� . �� / s , �,� '0 RE-A GNE❑ CHAIVNEL \NILI --__ _ - I_I SEI�1/ RESUI IN 1 i lf OF ,-.I' I I �� AAA-AAA aZ � / sreen �oss ' �___ , " ' FOR -Ll- LT PROFILE, SEE SHEET N0. 59 (SEE S EET 17A FOR RI RAP LIMIT51 � �" / �� FOR -Ll- RT PROFILE, SEE SHEET NO. 59 �c F^�I �e s � � . �' 1.0' OP_ / � ' �. 315.47 S - _ a � 1J.1" 'f- _ ' ,T�; INF L` // / x / Q RIP RAP B ND Y'" \ / 50 0 100 � - J� v' 2� R Mp r' �, .P�RAP � ITCI-VLIMITS �� i � �� , � � -. - - S ITE 1701 STREAM RE ALIGNMENT DETAIL SHEET STA. —L— Z 00 + 00 ( RT) � � � REMOV FI LL ; ; ��- � � ��� �_ � � __ ��� � ��� IN� =309_048' �I � . � �-t �� � ,F�LOPE �QILURE M-117 �'��., .�� .��� : �1l� /��� /' / ' OPOSED �^/ " TOP OF BANK .�" , � END 50" CMP UNKNOWN - (BUR ED P PE) �_ _o-..1.-.-.-•L._'_. � u_� � � ��= � , , J ' , ,� � � �o ,, , ,-_ �. � RI P R LIMITS \ I �DENOTES TEMPORARY IN,PACTS IN SURFACF VJATER �OENOTES IMPACiS IN SURFACE WATER \ Z� - L ��� EX. 8'X6' RCBC - RIP RAP L4fv11TS ,.�/� / I/` `�O �0 4 V �Q - - .-4:� \ A /� v � " o � � � / PROPOSED TOP OF BANK \��Z �� o I N �N =2 9�o9g, -A GNED CHANNEL WILL iU T IN 15 LF OF N. C. D6PT.OF TRAN9PORTATION DIVISION OF HI[�IHWAYB WAKE COUNTY P0.0JECY14I6ESBI 16511 1�0/U9 W FAOM WF,9'I` OF 6R i�19 (10N05 FRANKIAN ND) CONTINUIN� AI.4NO IM(0/US 6( TO NORTH OF U6 6(/ U9 26( DA7'PsM/ 18/ 2p1t � U : � SEwE Mq �N � RIP RAP DITCHiLIMITS TYPICAL SECTION � � � MATCH 2:1 OF EXISTING SLOPE �� � �� i \ ` 5% SLOPE ! �, � \ 2 — — J — � ? � i --` - - ���--- ---- 8' CLASS II RIPRAP W/GEOTEXTILE NATIVE STREAM NTS SUBSTRATE DEPTH +/- 12" SCALE 1" = 10' .P�RAP � ITCFVLIMITS ti� �� �� , � ,' � —. - - SITE 1701 STREAM RE—ALIGNMENT DETAIL SHEET STA. —L— Z 00 + 00 ( RT) REMOV FILL ;; ��— �� � ,_ ---- �� ----- „� �I\/ =309_048' �� � I I V V . �L-1 ��� _ ,�ILOPE �ILURE M-117 \ � . .�� .��� .� � + , � � , Ii � '�,� /' / ' OPOSED �^/ " TOP OF BANK � �; � � END 60" CMP UNKNOWN - (BUR ED P PE) �_ _�..1.-.-.--�-._'_. �DENOTES TEMPORARY IMPACTS IN SURFACE WATEk �DENOTE$ IMPACTS IN SURFACE WATER \ Zu L -�T�P,. — RIP RAP Ufv11TS ,.�n / I/\ ��O�o 4 /� V --.-4J \ A//,/' v 2 9 8 0 �� 5� EX. 8'X6' RCBC � �, c� SE W �,� �.� Mq �N d RIP RAP DITCF-VLIMITS PROPOSED TOP OF BANK \��Z �� o I N /N `2 9�099, -A GNED CHANNEL WILL iU T IN 15 LF OF N.C.DEPT.OF TItAN9PORTATtON DIVISION of^ H1l;HWAY�9 WAKE COUNTY PR016C�T� I6S8/ 16E11 110/U9 �/ FROM WE9T OF 6R 1�19 UONES FRANKNN RD) CONT[NUIN� AWNQ IdlP/US W TO NORTH OF U6 6(/ U9 S6( DATF M/!8/7p1I N U : � TYPICAL SECTION � � � MATCH 2:1 OF � . EXISTING SLOPE . . � . , � ` � 5% SLOPE ! , � \ 2 — — J — � �. i i ---- - ���--- ---- a- CLASS II RIPRAP W/GEOTEXTILE NATIVE STREAM NTS SUBSTRATE DEPTH +/– 12" SCALE 1" = 10' Z K � s � � ro � a a m Pls Sio 11+40.06 6s = 5' l3' 52.9° LS = ZIO.00� LT = 140A6' ST = 70A6' -RP6C- CURVE DATA Pl Sto 13t76.42 �=/6' 28' 06.7" fRT I D = 4 58' 56J' L = 330.59' T = 166.42' R = I,150,.q0' V = 55 MPH Pls Sto l6+10.60 Bs = 5' l3' 52.9" L5 = 2/OAO' LT = 140.06' ST = 70.06' -RP6B- CURVE DATA Pls Sto 14+p4,06 6s = 5' 09' 23.8" Ls = 2/6.00' LT = 144A6' ST = 72A6' -U- CURVE DATA Pls Sro 236+8232 PI Sio 258+7638 Bs = P ll' 39.4' 0= 40' l9' 4/.2' fRT) Ls = 240A0' D= 0' 59' 92.9" LT = 160.00' L = 4A52J1' ST = 80.00' T = 2✓14A6' R = 5.7 7A0' V=70 PH �� � . � �a° --- - � � � � � �� �� �� � --_--' � Q Q {� � � E� � ; a ° . a� ��� �� �� � �� � °� �°��a°�.�� � a a° � ���� . � � . � , � � � "' 0 � O � � � � 2G N c� � N Q �—__ _ H N I J --- I T� —�„ P�11 — W �— ___— � _—_ W L1J ui W �� S�E rP M-122� J V Q L � Item h4umber L�1 L�, wSPECI L CUT DITCH . � - SEE TAIL K � � . .� � _ = � .���� �' � � � � _ _ _ __> iN� > —' ' __��-- o2s�� _------ 39.35' —___—__—_-- --�'_� _,_------'--------�— 36" RCP-III _ _ _ •�iC — — — — _ _ _ _ _ — — TB 2GI-A 36" RCP-III iN= §e.00 M-520 --------- IN-297.9 = �. �c��i� � —�----_`_—.___.—.--.—._--- ----------------- -- ��_ ► —_—____� _ _ _ _— — — ' —` J2Ep�OVE O� PLUG�FILL 15'ftCP `� — — — � n r( SPECIAL CUT DITCH SEE DETAIL B �`1 I Maintenan�e Items Causin Impacts RFP Reouired Repairs Repairs . ^ O 0 N �� N m a z SPCCIAL CUT DITCH SEE DETAIL B g � N I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l l9 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 . � �—x—h—� x �� � � o � CE TRANSISTION O 5 NE AT OUTFALL OF DITCH � C 5'B' RIP RAP . ' O SPECIAL CUT DITCH T� T�N i =Z 0.19' Q A � SEE DETAIL K E5T 5 SV GEO _ q�q 36' RCP REIAIN __ . M'Q � 9 C � ! � � _ _ _ — M � � . . � kETAIN � '� "" � ��/ a _ _ �T�N __ � _ _ - � — �- — __ — c� z�� _ _ — — _ -- -- oi _ – – - - - – – c – – �s6•ec�' `M-420,��y i�NNa����29�7 ------- N I IiN 87.90. – – – _ – ___.—i � � Ur-2e4i:�8`------___--_ ----__ ouT=ze�.�s• M-421 —__.—___ ___----�— _.—__------- —_ Q ___ _n _.—��� —._�—'�_�.--_ __—.--._--__— L — -- --- --------- � — =---- II (�i ��� 4 Q��io ___ I � ��� ______—_______--___ / r e--- — --- J "— ---------- —__--.�. ---------------- ' I -- ----------- 18 R�P-��� � z�� – – – – – – – – – – – – – – – – -- – – – – ' O 2C�I=A _ — — — — — — — — T6 2GI OP= 9143' , / ^' JP= 97.OP fv�-`J � I V 0 =203.T5' —___—.—_.—__—_.__TL-- ♦� �V iN=291.26' --_--._ _ — _—___ --._._.— ._—___—_TL-- � Y�llJ1951. " _.—_._—.— __ __ -- — / --.--_--___ / W ---- �Q� W ` / _--- T - _ ---_--_-- 1.�,� --- y _ — __ _-------T—> VI — � --_ '� -- -------------- — � sPtcia� cui DIICH -- � �� �� � �cwi cuT oiTCH�� �== � 2GI ---SEE DETAIL K_ ' ��� �� SEE DETAIL A � –� _ _ � M–�22� ��� 1,� � yyyTN�_2N95.2?2' �?u(� . .. . _ _ _ _ � — 2 I DI � � � _��= �c7-// � � J > �� �NV OU�92 42T' .. ' . TOP_288.2 ' . � �l'`�'� � \ T SPECIAL'� I DIICH N� 4' .Oe• �' \��` \ �\ y � SEE DETN S��/ � � � \ � \ � - � � �,_M_\o ��\ �\ �� ��� �oa:Zez s� \ � \ \ � Q '&/T \ � S _ CULVERT PRESERVATI SPKIAL CUT DITCH j// Q��S��/ �B�C \\\� �P— N. C� DF.PI'.OF TRAN9PORTATION� DIVI�ION OR HIOHWAYfi WAKE COUNTY vxaetm �s3rei �sn� IIO/US 6t FROM WSBT OP `8R 1319 f�ONEB. FI`ANKUN ItDI (�'ONTINUIN(? ALONQ I-4/0/U9 6t TO NORTH OF VS 61/ VS'�( DATFApY/79/l9tt �DENOTES TEMPORARV IMPACTS IN SURFACE WATER ��ENOTES IMPACT$ IN SURFACE WATER SITE 1901 - IMPACT ZOOM IN �SCALE: 1" = 50') _ ' \V '� 7 , _ / � / _ R/ SEE DETAIL H SEE �ETAIL B / % � / � 4�P� P�� g \ \ CLA55 II RIP RAP � �.�p��� 'ti � � EST l7 TON / � 2F' � EST 18 SY GEO q �`27 ,. � ( , (B/�NKS ONLV) �9� �/ / � ...� m~ 0 � � // / ._. _! ' _ .V0 — o00 oo�H��? �o. — — SITE 1901 '� � � I I ' i �� FOR -Ll- LT PROFILE, 5EE SHEET NO. 61 sTeFnnn innPncrs �uF FOR -Ll- RT PROFILE, SEE SHEET NO. bl T�Tn��nTioNPREseavnTioN FOR -RP66- PROFILE, SEE SHEET NO. 94 FOR -RP6C- PROFILE, SEE SHEET NO. 95 �DD-DDD �9�., 50 0 100 0.5' 5' I..I I�FALL Z K � s � � ro � a a m Pls Sio 11+40.06 6s = 5' l3' 52.9° LS = ZIO.00� LT = 140A6' ST = 70A6' -RP6C- CURVE DATA Pl Sto 13t76.42 �=/6' 28' 06.7" fRT I D = 4 58' 56J' L = 330.59' T = 166.42' R = I,150,.q0' V = 55 MPH Pls Sto l6+10.60 Bs = 5' l3' 52.9" L5 = 2/OAO' LT = 140.06' ST = 70.06' -RP6B- CURVE DATA Pls Sto 14+p4,06 6s = 5' 09' 23.8" Ls = 2/6.00' LT = 144A6' ST = 72A6' -U- CURVE DATA Pls Sro 236+8232 PI Sio 258+7638 Bs = P ll' 39.4' 0= 40' l9' 4/.2' fRT) Ls = 240A0' D= 0' 59' 92.9" LT = 160.00' L = 4A52J1' ST = 80.00' T = 2✓14A6' R = 5.7 7A0' V=70 PH �� � . � �a� --- - � � � � � �,� �� �� � --_--' � {�' Q {� � � E� � ; a ° . a� ��� �� �� � �� � °� �°���°�.�� � a a° � ���� . � � . � . � � � "' 0 � O � � � � 2G N c� � N Q �—__ _ H N � J --- I T� -�„ P1il - W 1— __-- � ___ W W V I W �� S�E rP M-12� J V � L�, wSPECI L CUT DITCH _ -- SEE TAIL K � � � ' �� �' `��� — _ _ _ _ � > � � iN� — — — _ — >—e � —' __��-� oz:s, -----__---- 39.35' —_.__--___--__—�'_� .—__--____—_______��_._ 36" RCP-III _ _ _ •�iC - - - - _ _ _ _ _ - - TB 2GI-A 36" RCP-III iN= §e.00 M-520 --------- — IN-297.9 = �t�c'r�u 1 —___--`._�___._._._._____ I= --_.— '._—.----_ - - -_� _ _ _- __—.—_— —` J2Ep�OVE OR PLUG'FILL � - � 15'ftCP � ��"- ���_ _ � �.,�r- � � SPECtAL CUT DITCH SEE DETAIL B . W .rkrY� .�n, � .` --E� I Maintenan�e Items Causin Impacts Item h4umber RFP Reouired Repairs Repairs . ^ O 0 N �� N m a z SPCCIAL CUT DITCH SEE DETAIL B g � N I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l l9 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 . � ��x �=-�=x—n�� ,���- x o � ACE TRANSISTION O 5 NE AT OUTFALL /� OF DITCH C�7' C 5'6' RIP RAP ' O SPECfAL CUT �ITCH T�1 TON I =Z 0.19' Q A � SEE �ETAI� K EST 5 SV GEO _ 9�q 36' RCP_ RETAIN __ . j1/I'4 � i C � ! '. _ � � _ _ _ - M � � . . � RETAIN � � "" � ��/ � _ _ �ETAIN �__ � � � _ _ � � - L - � _ — M 2GI - - - - - - — _� oi _ — — — - - — � � — �a6•�—' ` M-420,�� y i�NNa�i2�2°.��7 _---___ -- N I IiN 87.90. — — — _ — __.—_.—i � � Ur-2e4i:�6"'—_—__—___--- .—.--__— ouT=zeT.is M-421 —____ __ __-----�— _--_------- —_ QL _� _n .—.—��� —_.--._�_'�_�.--_ __—.___--_-- r — — -------- u --------- N ��� 4 Q���o __ I G p�� _ ____—____ / r � --- ------- _— --- J -— --- --- ----- i � ------- — —.�------------ , -- ----------- �s^ ecP-m TQ 2�i — — — — — — — — — — — — — — — — -- — — — — � � - 2C�I=A _ - - - - - - - - T6 2GI OP= 9143' , / ^' JP= 9T.OP fv�-`J � I V 0 =203.T5' --_---_—__—_,_—TL__ �� �V iN=291.26' —__--.— — — ._.—___ --._._.— ._—___—..—TL-- � Y�llJ1951. ' _.—_.--.— —_ __ -- — / --.--_--___ / W ---- �Q� W ` / _—_— T - _ ---_--_-- 1.�,� --- y _ — __ _-------T—> VI — � --_ '� -- -------------- — � � SPECIAL CUI DIICH �-� � � SPECIAL CUT �ITCH� w 2GI SEE DETAIL K_ -_ ' �� �� SEE DETAIL A � —� _ - �� M �22� ��� 1,� � yyyT�Nry�_2N95.272' _ _ - - - �. . . . . .. .. _ _ _ _ � - 2 �I DI � � _�= t,�// \ J � �V Ot1�92 427• .. . • T�P-298.2 • � ' �t'�i''� � \ SPECIAL'� I DI7CH N� 4 - .08'� \��` \ � � � � SEE DETAI ` � S� / � \ � \ U � - � _ :_� _ _ �' � � N`� �i \ \� \\ �¢� �oa:ze � � A � � / ' j / ��T 5�• � \ S _ '_= w�veaT Paeseavan- sPecin� cur oircH i� � Q���"� �B�C ���A � �o— N. C� DF.PI'.OF TAAN9PORTATION� DIVI�ION OR HIOHWAY6 WAKE COUNTY vxaetm �s3rei �sn� IIO/US 6t FROM WSBT OP `8R 1319 f�ONEB. FI`ANKUN ItDI (�'ONTINUIN(? ALONQ I-4/0/U9 6t TO NORTH OF VS 61/ VS'�( DATFApY/79/l9tt �DENOTES TEMPORARV IMPACTS IN SURFACE WATER ��ENOTES IMPACT$ IN SURFACE WATER SITE 1901 - IMPACT Z001J�IN �SCALE: i" - 50') ` ��=27 , _�� _ R/ SEE DETAIL H � SEE DETAIL B / //� / / ��P� P� \ � CLA55 II RIP ftAP / �SP�� � \ � ESi 17 TON � � 2��' h � ESr le SY GEO q �`27 ,�. � � (B/�NKS ONLVI �9� �/ / � ...�\. mti 0 � / / • o — vm — o0o pp �,H��? Fo. - - — — - - — SITE 1901 '� � � I I ' i �� FOR -Ll- LT PROFILE, $EE SHEET NO. 61 sTeFnnn innPncrs �uF FOR -Ll- RT PROFILE, SEE SHEET NO. bl T�Tn��nTioNPREseavnTioN FOR -RP66- PROFILE, SEE SHEET NO. 94 FOR -RP6C- PROFILE, SEE SHEET NO. 95 �DD-DDD �9�., 50 0 100 0.5' 5' I..I I�FALL ���� ..��,•� " SITL 1901 ; , �--_ - _ „�. .�.,,, � ` ° '�"` . y � � / .,_-� , SITE 1901 - IMPACT ZOOM-IN ISCALE:1" a 50'} I� �!a �14D \ � ��� �.7�5� \ �Z \\ /� �V � �oo � ��----� � � � � �' � � � � � \ \ �'I �/ �� � �� -RP6H- C11/ryE DATA -RP6C- LURVE DATA -l�- LUIiVE OArA -Y6- LURyE DATA -flP6A- CUIryE OATA -Ha60- CURyE OAiA Pls Sla l4+ � PiSlo 16�2i25 Pis Sra 18�31H Pls Sra 2/�2521 fYSra 24rE2D9 Pis Srv 16+IOED Ns Sk 2�*2 PIAa 23�4J9J MSIa 258 T�59 PlSla i�367� PlSra A�02A0 Pls 5/a Ni66D2 Pl5/a lH*�5�g Pis S�a n*nN PISIa 15i5575 PI5 Sla 19+39.9I Bs = 504236' 0- 1j49b.3'!LT! Bs - 504238 es - B5o23]' 4= 4129'S2(RTJ BS = Sl3'529 Bs = 5I3'� �= i3�1'.�'rGTi p= dvBJ'bSlRT) p- fW'llfTitri 0= 85T51.4tLT1 Bs - 25i'572 0= 341'I/IlRfl 95 = �[OIHS d= 2Z'lY/I3(tT! Bs = 3'3YA6' Is - 2I6q0' D= 4e'G'28T Ls - 2/640' - 2i6DJ 0- 8/YOi4 Is = 2qar C¢ = 2ebM D= 446'29T D= 057558 0= f4C582 O= 2I3'42� ts • Z<aN' O= zzi'Hfi 9s = 334572 O= 3WS16 Is =�/.G' aLYI L7 � N4A6' L= 2B9D3 i- M4D6' T- iH�6 t- 5066T i= NOAb` l7 - I60D9' l= 28681' L= 4A382B' L= 60G/2 = 32656' LT - iEpD2' L- 5158Y Lt = t1�0[A' L- 6cv9B' LT - 133.i6' Si = I2Ai' T={Y�v25,(p' � Sr -�Zpi� SI - 12,E' T- ZfiS,Wq�' ST = IOld' ST - B008' I= H4O3' i=?JW92 T= 405/i' T= i6462 ST -�JDZ T= 28p92p9' LI = lell' T= 3NA5' ST = 66SY y=� M/'M V-� NPM V• 35 PN V= 7�0 PM R= 3,Z/5Lb' R= 2JWN' V= 50 M� �_&� V'� Pn \ / u���x�,�arc�mzc����simw�x:� �\ ItcmNumber RfRHepiiredHeyaira � I�ropoxdRepuira Y.., ._ ,.__. .,,_, ,, . � ... :......... ::i� I � �,�. ,_ � �.0 ,.,, � � .� oi...,.: � 0 � ...�i�. ., ���� � �_ . ti. �,� �-- ,,,�_.. �—�-�- ; SITE 1901 _,-� � SITE 1901 - IMPACT ZOOM-IN ISCALE 1" a 50'} I� �!a �14D \ � ��� �.7�5� \ �Z \\ /� �V � �oo � ��----�� � � � � �� � � � � � \ �\ �v I �/ �_ � � /� -RP6H- C11/ryE DATA -RP6C- LURVE DATA -l�- LUIiVE OArA -Y6- LURyE DATA -flP6A- CUIryE OATA -Ha60- CURyE OAiA Pls Sla l4+ � PiSlo 16�2i25 Pis Sra 18�31H Pls Sra 2/�2521 fYSra 24rE2D9 Pis Srv 16+IOED Ns Sk 2�*2 PIAa 23�4J9J MSIa 258 T�59 PlSla i�367� PlSra A�02A0 Pls 5/a Ni66D2 Pl5/a lH*�5�g Pis S�a n*nN PISIa 15i5575 PI5 Sla 19+39.9I Bs = 504236' 0- 1j49b.3'!LT! Bs - 504238 es - B5o23]' 4= 4129'S2(RTJ BS = Sl3'529 Bs = 5I3'� �= i3�1'.�'rGTi p= dvBJ'bSlRT) p- fW'llfTitri 0= 85T51.4tLT1 Bs - 25i'572 0= 341'I/IlRfl 95 = �[OIHS d= 2Z'lY/I3(tT! Bs = 3'3YA6' Is - 2I6q0' D= 4e'G'28T Ls - 2/640' - 2i6DJ 0- 8/YOi4 Is = 2qar C¢ = 2ebM D= 446'29T D= 057558 0= f4C582 O= 2I3'42� ts • Z<aN' O= zzi'Hfi 9s = 334572 O= 3WS16 Is =�/.G' aLYI L7 � N4A6' L= 2B9D3 i- M4D6' T- iH�6 t- 5066T i= NOAb` l7 - I60D9' l= 28681' L= 4A382B' L= 60G/2 = 32656' LT - iEpD2' L- 5158Y Lt = t1�0[A' L- 6cv9B' LT - 133.i6' Si = I2Ai' T={Y�v25,(p' � Sr -�Zpi� SI - 12,E' T- ZfiS,Wq�' ST = IOld' ST - B008' I= H4O3' i=?JW92 T= 405/i' T= i6462 ST -�JDZ T= 28p92p9' LI = lell' T= 3NA5' ST = 66SY y=� M/'M V-� NPM V• 35 PN V= 7�0 PM R= 3,Z/5Lb' R= 2JWN' V= 50 M� �_&� V'� Pn \ / u���x�,�arc�mzc����simw�x:� �\ ItcmNumber RfRHepiiredHeyaira � I�ropoxdRepuira Y.., ._ ,.__. .,,_, ,, . � ... :......... ::i� I � � �. ,_ � �.0 .,, ' � .� oi...,.: � 0 � ...�i�. ., -RP6D- CURVE DATA -U- CURVE DATA PI S�o 10+26J5 Pls Sto 11+7/.07 Pl Sto 258+7638 Pls Sto 278+94.93 0= 0' 3l' 33.2" lLT 1 Bs = l' 00' 18.3' 0= 40' l9' 4/.2" (RT! Bs = l' ll' 39.4" D= P 00' 20.0" Bs = 3' 39' 53.2' D= 0' 59' 42.4° Ls = 240.00' L= 52.30' Ls = 200A0' L= 4,052J1' LT = 160A0' T= 26.15' LT = 118.77' T= 2J14.06' ST = 80.00' R= 5,69$.00' ST = 81.33' R= 5.7�7A0' V= 70 MPH V= 70 PH �\ x '� i�' � 'y � ,�� �1 / i� i .y � � i � -Y' � +1 � % � 9c � �i� � �" � �' � i� � �i�\ / g' 'Y y. g' ,Y y' 'Y '� i� ,y, �' 9L j� `� �l �, ,y, �Y 'Y 'Y .y, ) - - `L _ _ °i .y, ,y, '�' ,� 'L �c i +i \ � �, � � '�' 1� �� � \ 'Y +l ay �' ,Y y" / � � �' ^� 'l Jy �/ \ M�� � �.��-� " � \ y ��+ � �1 � � >� 0 + OO N Maintenance Items Causin Impac#s Item Number RFP Re �ire�d Re airs Pr9 .o�ed Re airs M•i34 Pipe ia tao shallow. Replace if possible Repla�e pipe to new 2Gt at harrier C�ASS'�'RIPRAP PLACEIRANSISIIONSIONE EST 1 TON � � AT OUTFALL OF DITCH EST 5 SY GEO O MV=2449�. V � Z � _ - - � � / o� - _ _ _ _ _ _ - � O _ - - - - - - - _=-J-�- � �__ _�------- � C == —=—===—_� Z .— N -- ��,w ii� ---- Q� __----------_ -- _ � ��-jT�� TB 2GI �� N _---_----.- ro 2�� ,, R�P_�� _ - — _ �� ��� _ - 'TR JGI-A _ _��----- T_ � - —_j 15" RCP-III TOP_ 5 .79' . _ ___� —,—�� ". r I � p T= %15�96'—��� --��� � J___—= - _------ _ N — � ¢ __---- __-----.— ------- � � — � � � - — � _ _ _ _ _ _ DO NOT BURV AB" RCP —� � W =_ _ _ - — � ��� _ _ 1 C KKK / N _ ___ � -1 4 srean� cur oiTr_H . 4 pZ• SPECl/�L CUT DRCH +l y.- - SEE DETNL K �, , SFF DFTAII K � � � �K` CLA55 IIRIP RAP W � � 1 Esr zz TON Z" � y' �1 � �� � E5T 23 SY GEO — y, � .y � � l �'0 pl�� �BANKS ONLV) J � � � X �� _ � /� _ ,� '.� E%i5ti1 � u - � SITE 2101 N / \ a � o�icy�,;,u.,- y-�,�'-'u� �� "'1.�!1� M" 4'. �' ��rwnii.�� SITE 2101 - IMPACT ZOOM IN (SCALE: 1" - 50') �� � � � —�� � I i — _ _ _ _ - - - U i i� � / o� � ' � r 4 / � ri-,�� \ \/ �1 / Y I ` �� / 1�—�X� $PECIAL CUT �IICH SEE DETAI� K � SPECIAL CUT DITCH _ . r, . SEE �ETAIL K - _ _ 2GI — ���-_�- �,, ` 2GI 'zs��r- � ,� .; ---- _ -- -- '—'--- RETAIN RETAIN _ �� � 3D' �"— . � f � ' Z4' RCP o = _ _ _ . • . . . � mi _ ir � i� i Yi 4a5.i6' . . _ i V �0_ n2$Q.A" � � iNv our=za5.or M-137 �� M-13 6 P�� SPECIAL CUT DITCH SEE DETAIL K E�P �� . N, d DEPI:OF TRAN§P00.TATION DIVI6ION OF Hlb#IWAYB WAK6 COUNTY vewear �essei �sau 1�9/UB W PROM WF)yT OP �SR 1319 fJONF.�9 PMNKUN RD) ONTINUfN(7 AIANCi 1-lICI U9 61 '1'O NORTH OF U� W/ U6 �1 I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 2/ RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 �"��`y��-�� � � � � -`Y � �. y, � � � � �i � �,. C � y � � ic � ,y � / � � � i� y 'y 's � � � � b ' Y y � � � 5}�G µi >' \ � y' �1 e Ex� I � y � / � � t iNG rrip ^' 'Y T �FE �f ?4--� � -Y . �Y � /�' � x x—X—x—'�C�X RI� � � � SPfCIAL CUT DRCH �� oerni� N �, CLASS I RIP RAP � � � -y EST 7.'i TON � 'y' '1 E5T 30 SV GEO �_ � O � � iNV=24i.09• ` - � �i Qc���z M-396 � 1 O C Di q�oj/ �¢ � � � � � � OP-253.91• .. .. , � --- - zc�°",>zw.ac - - - —._—.—. — _ - �— _—���RAIL� � � � C � \\ �� ___ — � ��� � i44o vaai&c wi0rn esr �� N � RETAIN SPECIAL CUT 0 SCC D[TAIL K � \\ /� z�, Q — ��``� F- —To ��� ----__�___ -- --,-�,-P-- -- cn ��o : , ' " -- --,a��r-.-- —_ - - t _ �„ gCf�lll � - - - - I T9 2GI - - - - - _ 7"------ - __ - - r- FCP-III �// —��_� �� J i440 VARIBLE WIOiH g,ST //Q,V I ii�� � �i N ��wm� _ �__ N \.IUN�TBiON BDx 35• �ET�N ' �—' � \. T DpCA� RCP' � 01 —��-� �. W 7GLA 70P_ZqB50• �� o �NV IfV=242AY C W 'ry � INV OUi=242.21' ��� � M-145 = \ v ! + W x yo�+\} � \ �� J � X � g� \+- X_x-x U -x� y� E- -�y Q ��� ` C.J , \ \ \ �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER FOR -Ll- LT PROFILE, SEE SHEET NO. 64 FOR -Ll- RT PROFILE, SEE SHEET NO. 64 FOR -RP6A- PROFILE, SEE SHEET NO. 93,94 FOR -RP6D- PROFILE, SEE SHEET NO. 95,96 50 0 100 -RP6D- CURVE DATA -U- CURVE DATA PI S�o 10+26J5 Pls Sto 11+7/.07 Pl Sto 258+7638 Pls Sto 278+94.93 0= 0' 3l' 33.2" lLT 1 Bs = l' 00' 18.3' 0= 40' l9' 4/.2" (RT! Bs = l' ll' 39.4" D= P 00' 20.0" Bs = 3' 39' 53.2' D= 0' 59' 42.4° Ls = 240.00' L= 52.30' Ls = 200A0' L= 4,052J1' LT = 160A0' T= 26.15' LT = 118.77' T= 2J14.06' ST = 80.00' R= 5,69$.00' ST = 81.33' R= 5.7�7A0' V= 70 MPH V= 70 PH �� x 'x y' � 'y � -Y\ '1 / �� i .y � � �' � -Y' � +1 � ��, � � � �, � � � �� i -x � y �' � �-\ / �' il .y �' i' .Y. � � � � � � `� �l �, ,y, i�" '�y ,Y .y. ) -- �L__� y, .� �" '� �c i �c � � '� � i � � �, .� �' �i \ 'Y }. �y � 'L / \ � '% � �i ,�, / � �_�,��it- ��M���� �� " � � �� �t � � l� 0 + 0 N Maintenance Items Causin Impac#s Item Number RFP Re �ire�d Re airs Pr9 .o�ed Re airs M•i34 Pipe ia tao shallow. Replace if possible Repla�e pipe to new 2Gt at harrier \ � �r � \ \ \ \ \ i i \/ / i _` // / / / '. I / / / �/ �/ J ' / � � \ . ��: i i� i� , FxiSiING R/N � _ CLASS '�' RIP RAP � � p�qCE IRANSISIION $I'ONE � SPECIA^ CUT �IICH EST 1 TON AT OUTFALL OF �ITCH SEE DETAIL K � EST 5 SY GEO SPCCIAL NT DITCH SEE �ETAII K O INV-Z94.91• V � s O �, __________,, � 0 - - - - - - - _ _ __�_ � �__ __------- � C == —==—==—_� Z .— N -- ��,w �,� __-- Q � __----_-----_ -- _- � ��-jT�� TB 2GI � � - _ _ � _ -�,- .. --- ---- ��� ---� ------- —_'_ �� (n ������-=� -i T� 2GI li" RCP-I - _ � __ �� ��� - � 'TR JGI-A _ _�_ T_ I - 1 111 TOP= 5 .79' . - -=--_ ___ -- __ m_ L �5^ RCP- _ r � � p 1_2%15�96'—���--��� n� J___—= - _------ _ O � a a —_��—._.--.---__ � N--- --- --' - - - — � � � � DO NOT BURV AB" RCP — � � - - - .. .. W _—__ ____ \ a—_ ,__ -_--_ 1 � K'�K .�. .. , . .. . . N _ ___ � -1 4 srecu� cur oircH � SPECI�L CUT DITCH y.- - �2� SEE �ETA�L K �, , SFF DFTAII K � � � �K` CLASS IIRIP RAP W � � 1 EST sz roN Z' �' .. �� y' �1 � �. p E5T 23 5Y GEO y, � .y � 11e pl'M� IBANKS ONLV) J � � � X � ' EbSiia i /�'r �� ' � • u — � � SITE 2101 ~ / \ �"'��"��`''"�. - � _ ��(,v; S17E 2101 - IMPACT ZOOM IN (SCALE: 1" = 50') \ � � � � � — — — _�� � i ____-- U ii� � / o� � ' � r 4 / � ��'\ �\ \/ �1 / Y I ` �� / 1�—�X� I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 2/ RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 - =. lj�� \ 1�'j�i�\� y� 'y �' > � � ����A�� � �� � �� \ +1 . ��„\ �\�., � � 'L �� �' I ��\\ \ �a . , Ex51a+� R / / .; -----_ -- ---- '—'--- RETAIN RETAIN � . ._ - __ 3D• P� � � _ _ o = _ _ - _ �� . - 2a' RCP ��. . . � ' �� �DI . . . . � / � � i V�i 4a5.i6 � . . I V �0. 425�.A" iNv our-za5.or M-137 �� M-13 6 _ _�i�-'-`_> _ - - - - a�� SPECIAL CUT DITCH SEE DETAIL K E�P � �F--x x--_L � � �` � SPfCIAL CUT DITCH x x x x_�X—X RI'�� .y, �,; �' °''yER DETAIL N y,�— CLASS IRIP RAP ��� � E5T 15 TON � 'y' '1 E5T 30 SY GEO � �' O ay � . INV=24i.09• ` - O . pc��P� M-396 � DI ^��%�`�. O � OP,253.9r .. . .. . � N:Y- Otli�250.86• - - 2�� _ �—'--- --���RAIL� � C iy— ___ QO � i44o vaai&c wi0rn esr �� N /� 2/� � ;� -- —__ �`�``� � _ To ��� —__�___ -- --,-�,-P-- -- v) � v o = . 1 " - - - -ta ��r-•- - — - - - t - tLi„ gCf�lll � - - - - I —. T9 2GI - - - - - _ Y'— -- � _ _, � - r� . � � 2G� �NP15043.47IN30'RCR` i a �• I , . SPECIAL Cl1T SCC DETAIL K � ¢ x—x— j��p \\ . \ N, d DEPI:OF TRAN§P00.TATION DIVI6ION OF Hlb#IWAYB WAK6 COUNTY vewear �essei �sau 1�9/UB W PROM WF)yT OP �SR 1319 fJONF.�9 PMNKUN RD) ONTINUfN(7 AIANCi 1-lICI U9 61 '1'O NORTH OF U� W/ U6 �1 FCP-III �// —��_�—�� J i440 VARIBGE WIOiH g,ST ��Q,v I �/�b % N �w�,� _ �__ N ` Siel U � -.RfTyN._ _ —�--'— F,�. .IIINt�iiON BDX 36' RCP �- � 01 ' � �z� �. � � T L�QCA7E 7G�A 70P jqB50' \�� INV U7424221' C � �\� � M-145 = \ v ! + W x yo�+\+ � \ �� � � X � g� \+_ . X_x—x U —x� y� E— �� Q �� o � C.J . \ \ \ �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER FOR -Ll- LT PROFILE, SEE SHEET NO. 64 FOR -Ll- RT PROFILE, SEE SHEET NO. 64 FOR -RP6A- PROFILE, SEE SHEET NO. 93,94 FOR -RP6D- PROFILE, SEE SHEET NO. 95,96 50 0 100 � s � � ro Z 0 > � -Ll- CURVE DATA Pls Sto 278+94.43 Pls Sto 293+66.36 6s = I' ll' 39.4" 6s = 5 03' S6.6" Ls = 240.00' Ls = 480A0' LT = 160A0' LT = 320J9' ST = 80.00' ST = 160J7' -RP7B- CURVE DATA Pls Sto II+40A6 PI Sta 14+19.34 Pls Sto 17+39.37 Bs = 5' 00' 48.2" �_ l9' 47' 27.5' r�TJ Bs = P l3' 30.4° Ls = 21OA0' D= 4' 46' 28.7" Bs = T 09' S2.6' LT = 140.06' L= 419.50' Ls = 300A0' ST = 70.05' T= 209.34' LT =/85.62' R = l,2 ST = 114B7' V =70 PH � �� � � ' � � � � � � � � � � � � . � � � � � � � � �� � �� � � � � � �� � � � �� ��� �� .� � � � � � � � � � � � � � � � � � � � � � � � � � � a � � � �,,�_ � .. __ ., _ � .. � �ENOTES MECHANIZED CL[AR�NG -RP7C- CURVE DATA PI Sto 12+58J7 p = 3'4/'48A'fRTI D = 0' 42' S83" L = 5/6J5' T = 258J7' R = BAOOAO' 0 � I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 22 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 / � � �/ � / � � � � � + � � N Q � � I � J I M _ N '" W W _ � — W Z J _ _ c U Q< < � s � � ro � � N a a; E a ro O 0 O � 0M W N Q F�- � � J I � N I-- W W _ � W Z J U Q � -Ll- CURVE DATA Pls Sto 278+94.43 Pls Sto 293+66.36 6s = I' ll' 39.4" 6s = 5 03' S6.6" Ls = 240.00' Ls = 480A0' LT = 160A0' LT = 320J9' ST = 80.00' ST = 160J7' -RP7B- CURVE DATA Pls Sto II+40A6 PI Sta 14+19.34 Pls Sto 17+39.37 Bs = 5' 00' 48.2" �_ l9' 47' 27.5' r�TJ Bs = P l3' 30.4° Ls = 21OA0' D= 4' 46' 28.7" Bs = T 09' S2.6' LT = 140.06' L= 419.50' Ls = 300A0' ST = 70.05' T= 209.34' LT =/85.62' R = l,2 ST = 114B7' V =70 PH \ � '�,� g , y , � � � �.,_,,,,�.,�"� ' � � , ; � � y . �� � �. � � � �.' (�-�� � � � �� +y � �� W, � 'l �, 'r' �, i', � � 'l � i'' �, .' '� �`W' � � f9 �'l '1 '. 'Y �(V'�' DG�TH OF 6%. CMP I$✓ � � � � � � � � � � � � � � � � � � `` � � � � � � � No�r�aN �����TOR .y (+?l� 'j' �" � � �. � 'l �" � � i� '�' � ry, � '1 'YO CQNSiRXICT RRICK y. 'l 'W1 'Y' (?'� 'Y� 'f' �L 'Y 'Y' i'' 'Y ,y. 'i �' ''�' �. .y. '1 'y' B� T�S bEcrH ns ''� � ��� yl_J '1� y' �,, � .y � +Y 'y 'j' � ay +L '�' '�' NFCF SARV TO CONNFCT y'�M� �� � � ���� 'Y . � '�'� � �� � � +y � � � '�'� � �� .y, �� �Y � �`' � �" �,, � y. ��R�O. �$ EX. PIPE. i�� � � � � � � � � � � ,� / . �y, � 'L � .. � � '�!, .y � 'l'�� 'J' � � y, � '4 � 'j' �,y ' ,�, � ' 'y, �'Y 'Y �'' '�'�'�LGISTAB286-0 �'�' . �� �L �, 'Y �,� � y, .y, al 'Y � � Ph � . � +/. 0 N ' . � � � � � � �1� � � � � � � � pi� � �' ��n.y. �' '� � 'j' � � �'�' M�y � `u�'�Y � � 'y � �, ,y : �L . �,- � '� / . O � � . .� . �l � 'Y' � � � ' 'l`(Y � ��"j al f?'] �'�' � '1 �, -� � y.� � `tiy . y' - / . . 'l '�' .y, � � � . '''x.-� ,y `wy, �`�Yi� �y +i i - �.y, 'S. �y .y, `�Y . . - - - ` � y, �l � �., 'y �,B�M,.` - - - � �. - - �'M- - � -.- _ � B�i . " �. iNV=238.62' _ _ - °F / . � -RP7C- CURVE DATA PI Sto 12+58J7 p = 3'4/'48A'fRTI D = 0' 42' S83" L = 5/6J5' T = 258J7' R = BAOOAO' 1 I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 22 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 / � � � g o / � � / � � /�/ / C ' �t/ O / CLA55 '9' RIP R�P �< � O — E5T 1 TON '�— EST 5 SV GEO i j� O MEDIAN V DITCH , SEE DETAIL 65HEET 2-el . i 'M-38$ ,/ �s � SEE DRAINAGE SPECIAL LAiERAL V DITCH ��� MAINTENANCE SEE DETAIL 85HEET 2- ' �i � TA��E � �' �� / /� // . .. " ' ' �/// / /� � f ' y// M-.SYS -'...-. -':•�.. "M 391 ` ' IlJV=239i87' . � ���'� r �' 2 „ . EE �RAINAGE m� � '� ' � � _ � j�� �; � . . Z y� . .. . . . . A - A N Je � - � ' / - /r . _..� _ _ _ _ _ C TAoIE � .. --r_--- - i � �� — — — — — — — — — — �i — — — — — — — — — — — — — — — — — — —M_39 — — — — — — — — — — — — �A A� — - — —_-- -- �T_ T � � � � . _ ----- @-w,airr�------------------ ----- --_' "-` - _— - - - —���� —���� — -------_� -----_—� _----- Q --------------------- �r„ RCP.114, 2GI ��— _ � _ REMOVE � , ,. , , �— — --- . . --------- �' � � Zr Q, �: ; � m ,' ,,, ----- — --------------- ------��-- ----------- ------------- rn ��_i � u � ��_i TF �C ___=F-a _»35.[Sa1T_ _r_ _r_ _r_ _r_ _r_ _' ---- —��su��------ J�; — ,�, ;� „� �� I ;�, ,�„ ; �-^--��---- =jLRA�. - - _ _ _ _ _ _ - __ , ` 6 �t 0� i��� _ _ � _ .. .. . rY}� !?+_r.!u�..v,...��.�., .. . EGIN 59G ".�}�. _ - -�- �- - _ STA 28� � �� � � � - _ � � � , � y — � �" —�, � � �j ,� �' y � �v - = _ �+-����,�ao : — — * � � . v x . x��-� � �. � �/ Roo,n wc � _- � - �_ . .y, J " CONNECT�R ' � � I �' � �'-J 5 'B' RIP RAP EST I TONS SITE 2�01 - IMPACT ZOOM IN (SCALE: 1" - 50') EST 5 SV GEO O \ _ _ _ J_ � � _ _ _ _ � ' _ _ ^'�V \ �V , ,. / SITE 220 �� � � � E ; � v o� FOR —Ll— LT PROPILE, SEE SHEET NO. 65 � FOR —Ll— RT PROFILE, SEE SHEET NO. 65 °�' FOR —RP78— PROFILE, SEE SHEET NO. 97 � FOR —RP7C— PROFILE, SEE SHEET NO. 98 a � 0 0 wQ �� �0 CLA55 'B' RIP RAP '.�� e27 E5T 1 TON '�'` �'� I E5T S 5Y GEO � , ikw-zs os ��n �� � �NV=239.89� 4 - � _ �' ! � - - * � �- � --�l. /� � � � i.. L. . N. Q DEAT.OR TRANBPORTATtON V�p= 2.29 Fli$ DIVf§[ON OF HIbHWAY6 Q�o= 2.3 CFS WAR6 COUN19' PROJCCit I6338/ 16i11 IIp/U$ 6! F[Z0+�1 WP�7' OP BR 13i9 �JONES FRANKLIN RU1 � �ENOTES MECHANIZED CONTINUIN� AIANQ I-L10/US 6f CL[AR�NG 7'U NORTN OF U9 6(/ U9 %! DAT&67/38/fAlf \ —15" WiELeOWS,- - � - � � _ _ ROD, & LUG CONNECTORS �� _ _JC / . � 15" WiEL60WS, J � � ROD, & LUG CONNECTORS / � ��h ——————� U �I CLASS 'B' RIP RAP � ' . . . . .. � t51 I ION � esT s sv �eo I ` � �' ��.€�� � €� ✓ �. ..- p,. _ .. .. .. ,. --�—.x_.X X _'____ . . . PI� �L � ' _ ' ` . .' ' . �'Y, """"' - """"' N�y-ii✓- ., ,�' "" .. . . .. .. �. � . . '--'-'---'-'------"'-----"- -" I � � � � � � � .. .. , ---"-----' '- --"- ---,---------'- � .,1 � \ v\ ���� ��� � � �� � ; ., � � � ., � ,� � �� � ,� � \ , �' y � � � � � � � � � RP10 Cl/RyE OATA Ms Sla Il+ p4 MSIa l4rp�52 Plr Sla 16�5T02 Pls 5!0 21�5 91 PISIa 23*& BJ = 41316.i d- i4'45'4/6/Lll Bs 419"l63' 85 = IZ5'18O �-.ir'58'S)OfRT! ��� � 3EB599' A LT 216D3 Ls '["ibfX% D IZI9'lBfl ' l4/RY U= 13356' L- 30925' -- 57 = IZDf fl IA32LYf ST ]2IIP ST = GG.�• R �3• .. —'—._. """"""" .. "__'"__ g flPl9 LIIMf OAiA � Pls S�v 1��3931 Pl S�o 2�+3693 Bs-�l3'30.fi d 3'2B'343/lif! Bs T04526 0 P�9�LK6' �� ji856 i -92A2 Si = n4bY R � 9A'DLV � -1�\ - ' � �� �� --- — � ,. LPJB- CURVE OA�A '� �F:�'� ei51o10+1959 PISIa,38�5631 8 4 �� ros�rrmi e i rm�svrAn o - zss+i� a - srzrwv ,� ��- �� . - m r - 4e5sz \ � . � -�- T - �dfi9' T - 2b9926' � " � R- 2.941L' R - 52LO' t� LC�::,�..--.. ..-�..,-..-.��.f ...............r � .._ i-5338i SITE 2302 - IMPACT ZOOM-IN (SCALE: 1" 50') /o '�� ��n �, � � � ��� � �� ��� �� � � � � �..-�� I yI �� � � rp,��, ���/ �. . °IIII el I41I �^c I \I ' � LLSlL 1�� ��L�S! ImOOD �rFo xa � � I III I I �8 , �m PRBLL " I �II � � i � I _ ' \ 2 ��� � \ �I � I � "JI I� .- :i I G I I�(,'1 � .. � 3 n a�° ill�'� II �a �� ������I � �� � 4 �,-� ° � �" II J,6ii� < a�' / ,. J w�� 0 0� ` - � J.' 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REMOVE EX/Sr. ' Qi 12 - 6" MEDIAN DECK DkAINS �� N REouiREo sEE sHEEr �-ai GUARORAIL � FOR LOCATIONS �FILL AFTER COMPL[TION OI" MOT� -Y12- PC Sta.l2t86.63 /....-�-�.eti "y ... .1,�'/` -i�2 _���f - RETAI � `2 /\ O . � "O f• N�.1� ryp/ \. h 1'Vt F, S � �Oi 4 f, C p�pSE� 6 ap.sT �O SD/ fHr � G �Q ��f. / OqM F4 SB2 O. f zPo� ,y � �p(� Cq�. ��hr \c"z e .,;.J F `�/ iOg'op,pt�4� z��aa \ 2p0�6 AF` ,J1 � . c�� / �Bs. �AC/j�.� \ / 9B 96q � •6S, B• � �B9• iS �,( � 96. X Cy '2op °6.E N 4`.Z7,�o' E g \ , — ia4.oE' / �� uuu-uuu r 'z=1 r b' q t' �+.� INFALL �DENOIE$ IEMPORARY IMPACTS IN SURFACE WATER � DENOTES E%CAVATION IN WETLAND "Y SEE �RAINAGE MAIN I ENANCE TABLE — •� r" n� p -/Jr19a � - s. � G�r�s SEE DRAINAGE � P e,�/ ��Q MAINTENANCE a ' 20J2ACDOA TABLE � `n"6 o�'°C y? FR N N� ��? �G��,{-!r�` ..S o wm � ti0�'� O�� GS S 1',Lp�,O '�se� �� 1g SITE 2802 � � � / � a'��g �CF� \ eg, I " 20?� �'qT y?0�,99•e ❑UEATO ICULnVERT p��P�t�OO� � INSTALLATION /�� 5 23'9p9 W _ � N. � DE�'C.OF TRAN9PORTATION DIVI910N OR HtC3HWAT8 WAKE COU{VTY PROJEO'13I6R8/ 16�ii1 i10/U9 N FROM WEbT OF BR 1319 40NE6 FRANKLIN RW CONTINUIN( ALON(� I-1%��1b b1 TO NORTH OF U6 M/ U9 Sbt DA'[Wi07/!8/3p11 Item Num6er Maintenance Items Causi F2FP Required Repairs M-198 NT NANCF ' SEE DRAINAGE Tqg � .. . � I � � MAINTENANCE �� TA6LE � E� � SPECIAL CUT DfTCH vpHINGE J +'6,�, SEE DETAI� A SHEET 2-BJ � — '/Jr195 MAINTEN'ANCE \\E � TAl3LE \ � \RANKS ONLV SITE 2602 - IMPACT ZOOM-IN ISCALE�. 1" = 50') CLAS$ II RIP RAP EST z � TON� \ SY Gt0 � .,'. x� � \ \ � ��i.%�", rq�ti p C 2 �..� INFALL e'N�Dy�(/A.C�<f`F ��3 '0c� ��4 S p�„9� �pacts Praposed Repai�s Clean out pipe & drainage out[etto pro�ide M•311 Clean outletand slip-line �}pSfitVB dfalha�e �, $�I�]-�If1B pf�]B M-195 Cleartrees�round headwall & slip-line pipe Slipline pipe and cleartrees Repair paved dltches washed out nearcross line M-198 .,,,, ,,,,,� _ .. _ � � .. ,,,,, .-... 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EE DR/JN/�GE — 12 - 6" MEDIAN DECK DkAINS REMQ✓E EX/Sr. REquiREo sEE sHEET �-ai GUARORAIL FOR LOCATIONS �FILL AFTER COMPL[TION O� MO� -Y12- PC Sta.l2t86.63 / ,,.. -�-�.e� -L�- ti� -Yl2 � RETAI / p2 ^p� . � �� � N`,yp1Q/� � ry qrE. f �/ O�� 4S ` P�pZ�� �^ � 2p ST 2� SO� `c'{') � 30 5��� / . �MFq Sa2 � F zPo� .. � Cq ��Hr \c"� e '>j. �O,(� �'y: B \ 3J F `xfl iOg'c00t'4C - ����a i � ?�� AC � c�\ �9y9 A�i�3 9862 9B � �B9• iS �,( � 96. X Cy '2op °6.E N 4`.Z7,�o' E g \ , - ia4.oE' / �� uuu-uuu r 'z=1 r b' q t' �+.� INFALL �DENOIE$ IEMPORARY IMPACTS IN SURFACE WATER � DENOTES E%CAVATION IN WETLAND "Y SEE DRAINAGE MAIN I ENANCE TA6LE _ " i'« A� � T ',Vr194 � ' s, � G��S, SEE DRAINAGE � P e,�/ ��Q MAINTENANCE a ' 20�2 CO� TABLE � N�m �� AC AF�Q N m . . 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DCPT.OP TMNePORTATION I � ,,a mviaox OF HI�NWA% FOR -RP13A- PROFILE, SEE SHEET NO. 107 •� po WACE COUNTY � - 56 hy' � DENOTES MECHANIZED PAWEb7'�IWE!/Ibill CLEARING ��0/I1fi gI PROR1 WE6T OP ' / S p\N �R`VE "C CONTINUINO AI.ON�NKQ� U� �i o� FOUO \2y2� p� 589 qa^q TO NO D TFnM/�B/�(IlI Ud 761 �' o F A �� '� y `---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- � � �' PROIECT REFERENCE NO. $HEET NO. i s I � �� � � e- -, 1-6338/1-53/l 30 � � � � �, � OO II� RnN SHEET NO. e N , �� �•��� : ROADNGINDRSIGN ENGINEERS � \ \ 0L _ , I -LI- CURVE DATA �' + �fy /� PREFORMED SCOUR f��'�� ���ry� IN'I.tJMIIDLF E PLANg I Pls Sto 439+60.68 i�o�E onrn �� ti v� ■ DO NOT USE FOR �W ACQUISIT60N ', 85 = r l2' 00.0" \\ �l Aio= z.i cFs � Ls = 240.00' � p PRELo 1MINo R�ST �L�A Ng I LT = 160A0' \ \ � � Z ' ST - 8°.�- Kimley>>> Horn '� \ 18' � O \ '' = AAAA-AAAA 0ti •. e ,� � O \ P�° I-�5^i � � � �� + i.o O i V' SITE 3001 - IMPACT ZOOM-IN (SCALE, 1" = 50'j q� _ p• . i � � � � -� � � � n' �..a / �/ � / ,, 0 1 � ���L� � `� o�TFti�� , �� �j � � , TE 3001 ,: � ' � � �) , — ,%`- �� � ' � / '�, � ��1 � � �� __ �—� /x/-,� /'�1 � ' � ��I ��-X-l�X- x'W ��" � ����—� � � � � � . C �/�'�� _y � � �I E'' � OUTORNPROTECT�IONHOLE x � � — � � �— � —�� �— `='� —_- � _� � � —� � a h � � : � � � �, ' ^ oa �NA�E � , W � S ��`� —_ „ m � �3 — — — � m � � * Htt _--- — � • � � � -- � � ° I ���� • PPOPOSED � ' .. ' ' � ' i� � � _ __ I y-� m .' 0.`, SIL GSM I 2 5� � . �. i�. �, X T 2� �� . � � u� � � h . � I �..._a�_.—� Y ; i�. 1 i�, I '�q . � / X � . . O i Iti ��� � � . .. � ' � )�: i� � y, �'I . qq 1c �' 1/ SPECIALCui iCH v..HIN O i tj3 � j� . '� 1�1� ...� � � jc � � � ,y �' .I SEE �ETAIL A HEET 2-BJ O _ � r--� � !\ � _ -v'� � � � � �J �a � srecin� cuT oircH w;HiNc,e _� �� - �... � I 2 -_ '" � �iNv= oed .. � ��`� � � _�_-----�` .---_"----- �Nv=o ie � SEE DETAIL A SHEET 2-8J . � � �"' � _ _ _ � .- � , . � � cLAsS 'A' aIP RAP ._ _.�_. I � - y- - �M/�L12.6o• � esr s roNs 4 �-p10.56' -U- ST S%O.�If2O.EB M . �NV=219.53• .. O , � . - _ - - E — — . � , � ., , ' — _ _ _ — — � � _ "'�' � -RPl POT StoJ0+D0A0 f83 LTJ / �� aLX67. PRaPOSEO NEO/AN COHCRETE BARRI£R � f �' , _ _ > � ', l- POT S1a.430f �..00 = � • z �= 3'3l'.. F 1 _ --. _� -- � � iAPER // __ �/ �. _ _ _ - - -------- ------- c�o-3sn�r--3------- � '� z � if/ � _ - l - - - � - �_—� t=__— -- -------- -- --- -- � --- ��� Q �i 3p' � - _ _ _ _ _ �JT$� � _GUdRDeAi�- - - - '/ �_== --_--__— � m O !r�. m 8 � � �^ i _ � � - - �---�Y _—� n:� n �C�,o a Ol� � � VJ i O � - - - r _ _ =_ -=����� u// RETAIN � xa � O < 6 O � O d � � � CAT-� _ �i O - � =���_ --------- S// oi I RETAIN "' TIE TO EM T P= �� i • � ____'_ �/ '%8'RC�C _______ � �.�� ' � r � Te��i J II � N �i g =�_- ---'----- / --___�—=raz�i _ — — cr-tn'`--- — _�'"_ _-'-�y Tezci -__�_ �_= Ta��i 7 3/' S'E=Ll-+_ � o - �y.�/,� .— _ --'s� - - - --- �i � __ O ' _ r1JH �-- TOP-226.90' // --== --�_- - ____ _ _ _ .—_ �'S"ItIT-II� —'"TFCP��—_— GI � � _* - � T -ZZ .I ' �� � ����INV OUT=216.59'� T62 -T-=— _�� T- �— , T62GI Id2Gl ; ,TB2GI— INV OUT:219.T4' ______ TB7GI ----- �� 2` r �� O` 'r � _— Ta�=� _-- — ��_— -_-- ---,—��---------- �� M ' N ~ � �— =� roz�i _---_ -- ~ � � i �} =� �T6"hC� i ' --��� --���� kETAIN � (L W i r -� r �� a �_ � T T � �� T82G� ' � i �+� -�� � i � 1 �� � �� _r _r _ I Q _ 'i�*'=� '-� ��� _---------- � --- — FUrURE AUX.LANE ? W � $d TAPEYi �D �2' FOPS = {� ��'� TOP=��e�z24.64' —�� oll N —��'— INV-213.56' i r^ � — - �� INV �� —�� - _ _ _ _ ' _ _ _ - _ _ __ _ _ _ _ ' - - � _ _ � � _ � � '_ _ ' _ �, ` � — _ _ _ _ _ PROP_cuaRara� _ � ��AT_, L _ cn � __ � , �— _ _ _ =zo9. _ _ , �--- 1 _ a _ i � � —�� � - . . , . V-2o96 . . .. . .. . . W ' r � _ � � � EdTAPER �,�359 7L-3_ _ - - - - - -C . . -� �� � cur oircr+ �.�HiNCE Z 'I J � t_v g ��� � �� _ - - ' ' / .. w —'� >—x x x + see o i . -ei � I � k1X. LpN � � � � - - - eernw II . .. . . . . . � � � RE�IOVE EXiST. � � J � ,� FuruRE _ " -U- CS Sto.438+80.68 - - -,wg-�'�DP� -- - _ _ - - - c �'�DRa� _ - - - � * 's �`' ^ -U- LT GR E POdyT SH 1�T 23' LT TO 47' LT = �` " � U o� ' � � �— � w1 TOP:z22.83' �i `` � � - � .. . _ _ _ - ' � iNV iN 2i6.93' '_ � � ,y y ; � /9- . Bee // � \��� � i � �' . - = - 30' ftCP �NV OU7=2i6.93' .: �Y / � . ' � � ( �1 i l.� ' �' __ _ '�� / y. � y, / ` i p� r_ , � ER i G�H __ --- � ExiSiiNG R/ V I /f � � i� I^ `1� EX�Si�NG Ri ' o W 30D" TM / , � �oa=zz3.z6• �a��M �oW .� ` �, � _ � � �0 i _ ` � / � INV'218.78' (15' INl � ic 'Z � , � � � � iNV=218.03' 44' INl / � .y -�- / �t� � ,y '�q i r'l . ^ ' Zq• FCP � INV-21B.03' (OUTI ' � �� - / �'. I 'X��`,�X-�x_�J(��X V • � � � � RETAIN � ' ' � 5 / ' I o c� _k ' ,; �J,� �ai�u0" �ti9 � �5 � BBBB-88BB �o;. �X` ' m �j — � _�'- ��i � �� @ ' — E J —� /... I I� ��'� ,.ti0 m 4 ,.o � � . T °H . �� � II '� // .. 3� g T•03'S3'I �i T S ai'N �' — -�- � �� �...� I N � S 5 BO'56'SB' E� i00.00' � 1 i j � n�..J 64. i � t� / �� /� . �� M. / ti0 INFALL Sa6q8Z8'E 7T' ', �n � � � � RAN�E P � � � � �' /F �E���OVE /. BB 55 Z5 E� � Mfoh //ti�'0 N 9 6 pq F. ' ,� � Es Rp� oF � : 'i � '(0.USGp Hi PG 4\2 —I 5 6�2•99 6 � � OB AtOB —� / F Rp�E\GH �� � � ���� // C`Qg 988 P� 269 FOR -Ll- LT PROFILE, SEE SHEET NO. 76 ', � /1 � FOR -Ll- RT PROFILE, SEE SHEET NO. 76 ' � / N.0. DCPT.OP TMNePORTATION I � ,,a mviaox OF HI�NWA% FOR -RP13A- PROFILE, SEE SHEET NO. 107 •� po WACE COUNTY � - 56 hy' � DENOTES MECHANIZED PAWEb7'�IWE!/Ibill CLEARING ��0/I1fi gI PROR1 WE6T OP ' / S p\N �R`VE "C CONTINUINO AI.ON�NKQ� U� �i o� FOUO \2y2� p� 589 qa^q TO NO D TFnM/�B/�(IlI Ud 761 �' o F A �� '� y `---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- � Z O > � Md' ��� i� � o'' 69�°j�e �(1 � � Hp���S E �S ~ 8p3 p� �86�� O� 2�Pp ��/ N ..a p�KE 12 �8 �i. P` 6��' M}� QN a .� � —X— — x�x' � — END AREA 2B BEGIN AREA 3 � P Sto.444+00.00 = _u _ �-p(7� \ `\C- — 2GI=D - �BLE �',OTH B5T 15" RCP-IV roz�i ----Tt3'-REP _L2RT= _ _ V.4RiBLE �llDrH B5r 2ci � - ' � 0.�� L� S 0 R �� I I I I �_/ . G V p �� . �, g 2�� PG` 2 f$ us �� p� 262 0g ' - ' �0� G �8 �9 "b 2 � �5 �E � � .. � oa? �SOZIN � Q �`4�nGEa �v_� .�,� b,� F0$sKE n. ��o _ EN� �1B[E Fs�CED �lEaAly CONCRE7E B.4RR/ER +�� -�rci - ,Lo.4 , . .. . . .. .. , � Y i�eox________ _ _ ___ _._ _----------- - �_ � BL-29 _ • •e: ���• � � � � � � ���' �__`"'� END AREA 2B �'u"' BEGIN AREA 3 -Ll- POT Sto.444+00,00 = -L2RT- TS Sto. 444+OOA0 f23A0' RTJ 0.�� (RETAIN) � — � 0 N � � � � 8,�'j 59 Z � S 20o pa, J�NNS� ��, DEg �p0� P� Y ��, �95� �\ \ RETAIN --------- �� 0 - -,- - - I "`#k.l.-�`'t��,i; CRAIIITE � RS�sH Kimley>>> Horn \ � \ � : � \ a� J �x �NpR� p E PG B�` �95'I �y \ a K O BE PG 2398 'St � , �4 42� PG �� \ . S% P �Z ..r��i1'�,�. � ,�E�p � l� V�p N \�q J \\ � � \ y. � . �� � oi � \� TOP=212.6T'(.' . � MV iAL-20TY5� - - - - - - - - - - - - - - - - r _ IND OUT=Z0325' N=208.84' SPFCIAI IAIF2AI 'V' DIICH """,'. - • SEE DETAIL GSHEET 2-G aW.1A '/�P.�i(%/�R�RaL 36' RCP COVE �RORA�[' ' > z�i-nl ' — _"u"� _ Z'—� sP_ -----�� �,, _ _� � _ — — INy OU7=209.34• N�� "M-222 SFF DRAINAGF MAINTENANCE II RETAIN rAa�E ii ��N�234?\ -L2RT - SC Sto. 447+60A0 ^ aiN N� r Nl� � � Maintenance Itertts Causing Impatts A-A NEL �CONC ~^1 23,50' TOP ftem Number RFP Required Repairs Proposed Repairs o.�� s M 2�8 Regrade znd replacc �a�rci ditth R�gr�de 7nci replacc pavcd� ditch s, � � INFAL� M-229 Replaze ditth end remaue trees Replate di[ch and remove trnes � \ 5 g2'32'S2' E �� �64•43,5i, 5 82'32'S2' E 52.34. gp 70, SITE 3101 - IMPACT ZOOM�N �SCAIE: 1" = 50'� 9IS5• Pls Sto 446+40.03 6s = 2' 34' 41.4' Ls = 360.00' LT = 240.03' ST = 120A2' -L2RT- CURVE DATA Pl Sto 45/+7/.60 Pls Sto 457tpp,33 p= 1P45' 00.0' fRTJ Bs = 2'34' 41.9' D= I' 25' 56.6" Ls = 360.00' L = 820.30' LT = 240A3' T = 4l150' ST = 120.02' R = 4AQq.00' V = 76 MPH SE = 06 N. C. aEPT.OF TMN6PORTATION DIVI9ION OF NI(�HWAS�S WA[E COUNTY PROJEbT� 16�38/ Ibilt I!0/U6 6i PRO�t WE6T OP SR 13I9 fJON66 FftANKLtN RD) CONTINUINQ AIANO i-�IO/U6 5.( TO NORTH OF US W/ U8.7W DAT@07/YB/101t _ � nE ro ExisT oircH � � �3 RE�Iw£ Exisr. � � �� cu,wa+a� � EXIST 36" CMP OUTLETS INTO SCOUR HOLE � PRIOR IO FMISI JGI. PROPOSFD JH W/MH COVER TO TIE TO E7(I5T 36" CMP OUTLET C NC� ANO WILL CONNECT TO PROPOSED SYSTEN� CHA NEL ANO RELOCATED CUT �RCH. INV= 23.56 'M-22A SFF oRAINAGF MAINTENANCE TABLE 82�p0 �fRP OpER p P ��3p PG ?�'I DEBac,ON g��02 pG `�p Z p 2�3 � 0M 2�02 g a�2�p Pp �23 w/�o B� Z� ,;ha� PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 3/ RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER DD NO'If U3E FOR R/ W ACQUI3ITION PRELI1ktI�T RY PLAN9 DO NOT USE IF CONSTRUCTION � N O M � �o W .+.. �.�..� � - - - - -� -F - _ � ----_—_ N � V..� �, � '"' Z � - � � J y �I � _ � a «' V J _ _ — _ � � � � I - �4.oz• N av��os:sz _ � � � � _ i - - -' J IN=203.77' � / - - - - - - - - ' _ _ DUT=203,60' � � h - Z' I a2" RCP-III � �q �(��7� 204.63' / '�p �E I' �'283. • �' � 3,G� �/� � - � � - � �=�� �� - - yRE�VE EXI57.GUAR . �� �= � � �_ `\\ ` ` � � _ �_ � ��� _c Z��� \\ � � A. \ r N1 � �� � ` �E/7� fR ���� � �= � a' ror— �p =Gvqqp �� �H� �N°,N4'" � � � V OUT=205 q ABLE . 36' RC��V � � � � � �ETA�N , - �c � � � \ � � � ON H/� AT 2T. 5 'M-129 SEE DRAINAGE ��-- MAINTENANCE TABLE SITE 3101 pS�ON �N�RiN N0" � � j2� NOI Uli1FCI 70 ��� R' 855 RIPARI N BUFFER RULES x 2RT- POC 5 p.455+60.00 = �\ �� \ n��f„Jr*�� �\ -L2RT - CS Sto. 455+8030 CON` To SPECIAL CUT DITCH wMINGE \ SEE DETAIL A ��SHEET 2� A PERMANENI SOIL IiEINFORCtMk.Nl MAI (PSRM) SHALL BE PIACtD ON 1.75:i (H:V) TO 2:1 (H:V) SLOPES fROM: -L2RT-STA.452+97RTT0-L2RT-STA.453+97 RT. -L2R1-S�IA.454+97RII'0-L2Ri-SIA.455+97RT. SEE PERMANENT SOIL REINfORCEMENT MAT SPECIAL PROVISION. FOR -L2- LT PROFILE, SEE SHEET NO. 77 FOR -L2- RT PROFILE, SEE SHEET NO. 77 FOR -LI40E- PROFILE, SEE SHEET NO. 110 � Z O > � Md' ��� i� � o'' 69�°j�e �(1 � t Hp���S E �S ~ p3 pG.`g6�.� O� 2�Pp ��/ N ..a p�KE 12 �8 +t u 6 �, h-� ON a ,� {� —X— �y — x�x' � END AREA 2B BEGIN AREA 3 � P . Sto.444+00.00 = —u—�r \ \ \�- — 2GI=� - ie� �y�arn ssr 15" RCP-IV T�2GI - ----Tt3'-REP _L2RT= _ _ V.4RiBLE �llDrH B5r 2ci � - ' � 0.�� LJ S 0 R �� I I I I �_/ . G V p �� . �, g 2�� PG` 2 f$ u; �� p� 262 0g ' - ' �0� G �8 �9 "b 2 �5 �E � � .. � oa? �SOZIN � �i3 ��nGEa �v_� �,� b,� F0$sKE EN� �1B[E Fs�C£D �lEaNy CONCR£7E BARR/ER +�� -c�rci - ,Lo.4 � ir-eox--------------------------- - C � BL-29 • •e: ���• � � � � � � ���' '�__�"'� END AREA 2B '�"�' BEGIN AREA 3 -Ll- POT Sto.444+00.00 = -L2RT- TS Sto. 444+OOA0 f23.00' RTJ (RETAIN) � — � 0 N � � � � 8,�'j 59 Z � S 20o pa, J�NNS� ��, DEg �p0� P� Y ��, �95� �\ \ RETAIN --------- �� 0 - -,- - - I "`#k.l.-�`'t��,i; CRAIIITE � RS�sH Kimley>>> Horn \ � \ � : � \ a� J �x �NpR� p E PG B�` �95'I �y \ x � F�`-rl�. E ���gB r{ g� 42�PpG �� \ \� 4. s �jn'Si} P �Z ..r��i1'�,�. � ,�E�p � l� V�p N \�q J � � \\ w � . `�' .. . .. .. .. , oi � \� TOP=212.6T'[' . � INV IAL'207P5.- - - - - - - - - - - - - - - - �r _ IND OUT=Z0325' N=208.84' SPFCIAI IAIFRAI 'V' oIICH """"' __ SEE DETAIL GSHEET 2-G �� '/�P.�i(%/�R�RaL 36' RCP COVE �RORA�[' ' > z�i-nI ' — ���° � �_� s>_ �—�����-� ;, _ _ -� � _ — �I —� INy OUi=209�34• N�i "M-222 SFF DRAINAGF MAINTENANCE II RETAIN - � \ TABLE I� 34:� , �,�_ x �� -L2RT- SC Sto.447+60A0 �Hl�l � aiM N� r N� � � IVlaintenance Items Causing Impatts A-A NEL \CONC ~^1 23,50' TOP ftem Number RFP Required Repairs Proposed Repairs o.�� s M 2�8 Regrade znd replacc �a�rci ditth R�gr�de 7nci replacc pavcd� ditch s, � � INFAL� M-229 Replaze ditth end remaue trees Replate di[ch and remove trnes � \ 5 g2'32'S2' E �� �64•43,5i, 5 82'32'S2' E 52.34. gp 70, SITE 3101 - IMPACT ZOOM�N �SCAIE: 1" = 50'� 9IS5• Pls Sto 446+40.03 6s = 2' 34' 41.4' Ls = 360.00' LT = 240.03' ST = 120A2' -L2RT- CURVE DATA Pl Sto 45/+7/.60 Pls Sto 457tpp,33 p= 1P45' 00.0' fRTJ Bs = 2'34' 41.9' D= I' 25' 56.6" Ls = 360.00' L = 820.30' LT = 240A3' T = 4l150' ST = 120.02' R = 4AQq.00' V = 76 MPH SE = 06 N. C. aEPT.OF TMN6PORTATION DIVI9ION OF NI(�HWAS�S WA[E COUNTY PROJEbT� 16�38/ Ibilt I!0/U6 6i PRO�t WE6T OP SR 13I9 fJON66 FftANKLtN RD) CONTINUINQ AIANO i-�IO/U6 5.( TO NORTH OF US W/ U8.7W DAT@07/YB/101t � � T�E T� Ex�sT o�T�H � • �1 � RE�OV£ EX6T. � � �� cuaRa+a� � EYIST 36" CMP OUTLETS INTO SCOUR HOLE � PRIOR 10 F%ISI 7GI. PROPOSFD JH W/MH COVER TO TIE TO EXIST 36" CMP OUTLET C NC� ANO WILL CONNECT TO PROPOSED SVSTEN� CHA NEL ANO RELOCATED CUT ORCH. INV= 23.56 'M-228 SFF oNAINAGF MAINTENANCE TABLE 82�p0 �fRP OpER p P ��3p PG ?�'I DEBac,ON g��02 pG `�p Z p 2�3 � 0M 2�02 g a�2�p Pp �23 w/�o B� Z� ,;ha� PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 3/ RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER DD NO'If U3E FOR R/ W ACQUI3ITION PRELI1ktI�T RY PLAN9 DO NOT USE IF CONSTRUCTION � N O M � �o w .+. w � - - - - -� -F - _ � __--_—_—_ N � V..� �, � '"' Z � L2LT - � � J (n � � _ DITCH � p �� V J 2-G _ - _ - _� L � � I _ �4.oz N av�,zos:sz _ � � � � _ i - - -' J IN=203.77' � / - - - - - - - - ' _ ' DUT=203,60' � � h - Z' I a2" RCP-III � �q �(��7� 204.H3' / '�p �E 1' �'283. • �' � ��� � � ��� - _ x - � �=�� �� - - yRE�VE EXI57.GUAR . �� �= � � ��_ ��\ - , _ , � �, � ��� _c Z��� \\ � � A. \ r N1 � �� � ` �E/), ER ���� � �, �- �� ? NOP=20997� � � �p —��0 �� l \ V OUTN4V44ABLE . �OS,q • 3n� RC�IV � � � � � �ETAeN , - �c � � ' - \ � � � ON H/JI AT 2T.6'S 'M-12V SEE DRAINAGE ��-- � TENANCE TABLE — SITE 3101 pS�ON �N�RiN N0" � � j'L� NOT UDIFCI 10 ��� R� 855 RIPARI N BUFFER RULES x 2RT - POC 5 p.455+60.00 = �\ �� \ �y`.t�=,�`'t\� � ` -L2RT - CS Sto. 455+8030 CON` To SPECIAL CUT DITCH wMINGE \ SEE DETAIL A ��SHEET 2� A PERMANENI SOIL IiEINFORCtMk.Nl MAI (PSRM) SHALL BE PIACtD ON 1.75:i (H:V) TO 2:1 (H:V) SLOPES fROM: -L2RT-STA.452+97RTT0-L2RT-STA.453+97 RT. -L2R1-S�IA.454+97RII'0-L2Ri-SIA.455+97RT. SEE PERMANENT SOIL REINfORCEMENT MAT SPECIAL PROVISION. FOR -L2- LT PROFILE, SEE SHEET NO. 77 FOR -L2- RT PROFILE, SEE SHEET NO. 77 FOR -LI40E- PROFILE, SEE SHEET NO. 110 See Sheet 1-A Far 1 ndex of Sheets See Sheet 1-B For Conventional Symbols BEGIN TIP PROJECT I-5338 � -LI- STA.19 + 02.00 VSl �144p AREA 2A o° X iJ �� • � � V � � O V asoi � �N AREA � � � >+ 2A �� 00 �� o '�O �° �w o � � SI"1'L' LI01 � � ti � _ SITE 0802� S7TE 1103 SITE Il02 ��� AREA W q 2A p� �Q' y 4 ����� �� ����� �������� ���%����1� �I� �����V��� WAI�E CO U1�l�T�' 'A'R lI�A�A PAdHCI` MR�MBNG1 NLL � NO. a�� I-5338 / I-5311 1 lr�nsaa,rra r.e.a�a.dn ➢Mk 46265.3.1 46265.3.1 46265.3.1 LOCATION: I-40 / US 64 FROM WEST OF SR 1319 (JONES FRANKLIIV RD) C0IVTINUING ALONG I-440 / US 64 TO NORTH OF US 64 / US 264 TYPE OF WORK PAVING, GRADIIVG, DRAl1VAGE, STRUCTURE REHABILITATION, STRUCTURE WIDE11tING, GUARDRAIL, SIGIVING, LIGHTING, A1VD ITS AREA 1� 2 B UFFER IMPACTS PACKAGE END TIP PROfi -L3- STA. 1VOTE: AREA 1: -Ll- STA.19 + 02.00 TO -LI- STA. 68 + 12.63 AREA 2A: -Ll- STA. 68 + 12.63 TO -LI- STA. 285 + S0. 00 AREA 2B: -LI- STA. 285 + 50. DO TO -L2LT- AND -L2RT- STA. 444 + 00. DO AREA 3: -L2LT- AND -L2RT- STA. 444 + 00.00 TO -L3- STA. 628 + 60. DD 0 SITE 2006 0 Q I o SlTF 2005 \'', o 0 r'1�i -k SITE 2003 ���, N � � o SI"L'L 1901 �w ti SITF. I701 i; � � tiq a END TIP PROJECT I-5338 BEGIN TIP PROJECT I-5311 -L3- STA. S00 + 00.00 .1— STA. 444 + 00.00 = —tzL�= ��a. 444+00.00 �a�-nn�r.T� _ -LZRT- STA.444+0( � srTE z3o4 � AREA 2B � SITE 4301 S[TE 2303 � � � SITE 2007 s�r� zoos o y� p i str�; zoaz � � � � Q ��`9 , ^� � cy ,�' � o SITE 210I � f .�,�, � � o .00' �\ M ��� �oX UQ9�`Q Z8 � � CQ�`: SITE 2901 ITC Z302 ,�� 9 �� �� � SITE 2601 r� . � J� I�.i I � . , � � � S7TE 2001 /�� `91� ' "` s�TE I�oz ,y � 2y 9. sr�E rsor W�V srrL zzol SITE 130ZTF. 1303 ���O�S7TE 2301 srr� i3o1 � THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS LIMITED TO INTERCHANGES. I-5311 +60.DO PE nN, UTIL CONST AREA 1 & 2 / PERMIT PLANS SUBMITTAL NO: D-145R3 ^ DATE:JULY 28,2014 0 � � Z � I ` z � r �r N � - NORFOLK ` SOUTHERN �� RAILROAD 600 + 00 .� �v �i se � AREA 3 o° O $� b�, o SS0+00 '� �� �,�R `9 3 0 � :ti- � � �` ,c ; _ 9 � � ,F R�q �8 0 �y� a< � N SITE 2802 .9RE ,� SIlL Z30 ' Z�� � SITF 2307 ; Q� Sl %E 2801 '� 0� 9 A �9 i srzE zso1 q �., � i O e( �Ot� � "�i' `,Ssi E 4z�o6� W Q � q �W '�..,� _F' _ � ���'� F' .a W s�z� z3os p O [ti cy � �o ,��' i io� �Aw �jN W � oti ' �'� ��'�' ,� q +� oQ� Z°� ao q� �� = . �-:: ��Q � � � � � x �, CRAl11TE RS� ��" �� CRABTREE CREEK POOLE ROAD —YIS- -LS- JlH. JUUtUV.VU = 2LT- STA. 499+94.85 (I0.00'LT.) _ -L2RT- STA. 501 +30.89 (22.00'RT.) P�epare0 in tne Office of: HyDR�I ULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RSf�H .��^��� ARCHITECTS—ENGINEERS—PLANNERS INC. .°�°"`""`AR°`'"''-: �"������Ro"°-.,, ADT 2013 = 126,025 � �,�FEssio9'`" ���'��Sr�f.�; 50 25 0 50 100 8G01 SIX FORKS ROAD, SUITE 260 :a SEA� ",. : _�E SE�L i._ pBmC�p ADT 2035 = 184,600 xnt.r:tcrT, ,vr, 27615 ' i 36188 : 5 ;�� 026aeo ?�; ,�� �� �0 �'� DHV = 9 % 2012 STANDARD SPEC7FICATTONS '; �� ��ciNEE���,`,� 's9i�1 �Q/�� eL�' �O LENGTH ROADWAY TIP PROJECT I-5338 /I-5311 = 11.503 MILES "'�,`��EAteER;o� "-.a ROB�S � �� PLANS p- 55 % JASON TALLEY, PE ",•,,,"„ �°„ ",° "",` r.E. � � LENGTH STRUCTURE TIP PROJECT I-5338 /I-5311 = 0.042 MILES srcunruxE: r� * 50 25 0 50 100 = rno�ccr exc�,vsea � T 8 %* RIGHT OF WAY DATE: KOAI)WAY DESIGN ENGINEEX � o TOTAL LENGTH TIP PROJECT I-5338 /I-5311 = 11.545 MILES V= 70 MPH MAY 13, 2013 �"'1�ARD�•-. � .IARED BOND, PE ...�P`"-.. ..`%.,, '�� ��' PROFiLE (HORIZONTAL) =°�: oFEs"�;:"': �° � *(TTST =4% + DUAL =4%) *NOTE: EASTBOUND LANES USED TO CALCULATE LENGTH OF PROJECT. rxo�Fcr nss�cu suc�nFFx =� sEA� -'':: : �°� gW� ��� 10 5 0 10 z0 FUNC CLASS = INTERSTATE LETTING DATE: i, oz9aE : s K. ZAK HAMIDI, PE MAY 13, 2013 •,,,'oh�"�P�,,�' � q;... ..�EC PROFILE VERTICAL xcDor corvracr r'' ( � srcxaTunE: BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 0801 ROADWAY 70+7o to 71+20 -�1- X 801 801 0802 ROADWAY 71+50 to 75+75 -L1- PROTECTION OF EXISTING STRUCTURE 8567 3434 12001 1101 ROADWAY 101+g5 to 105+35 -L1- PROTECTION OF EXISTING STRUCTURE 7756 3566 11322 1102 ROADWAY 113+55 to 116+20 -L1- PROTECTION OF EXISTING STRUCTURE 7703 2925 10628 1103 ROADWAY 104+g5 to 106+20 -L1- PROTECTION OF EXISTING STRUCTURE 3514 1220 4734 1301 ROADWAY 18+35 to 19+65 -RP4C- pROTECTION OF EXISTING STRUCTURE 7629 6527 14156 24+10 to 25+25 -RP4B- 1302 ROADWAY 26+10 to 28+15 -RP4D- pROTECTION OF EXISTING STRUCTURE 19071 6464 25535 21+45 to 22+35 -RP4A- 1303 ROADWAY 14+60 to 15+65 -RP4D- PROTECTION OF EXISTING STRUCTURE 3136 2950 6086 1501 ROADWAY 175+70 to 181+g0 -L1- PROTECTION OF EXISTING STRUCTURE 8514 5535 14049 1701 ROADWAY 197+55 to 203+15 -L1- X 12556 9149 21705 SHEET TOTAL (1 OF 4): 78446 41770 120216 o so� so� BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1702 ROADWAY 204+10 to 206+55 -L1- PROTECTION OF EXISTING STRUCTURE 6557 3680 10237 1901 ROADWAY 12+g0 to 14+65 -RP6C- PROTECTION OF EXISTING STRUCTURE $$�0 2959 11829 13+65 to 15+05 -RP66- 2001 ROADWAY 24+40 to 25+25 -RP6C- X 0 903 903 2002 ROADWAY 15+20 to 16+00 -RP6D- X 96 195 291 2003 ROADWAY 15+75 to 16+10 -RP66- X 0 504 504 2005 ROADWAY 21+30 to 22+50 -RP66- PROTECTION OF EXISTING STRUCTURE 3274 838 4112 2006 ROADWAY 20+g5 to 24+25 -RP66- X 60 2256 2316 2007 ROADWAY 24+Z5 to 25+30 -RP66- PROTECTION OF EXISTING STRUCTURE 1805 2289 4094 2008 ROADWAY 21+70 to 22+30 -RP6A- X 0 1161 1161 2101 ROADWAY 267+05 to 268+00 -L1- X 1511 995 2506 2201 ROADWAY 285+50 to 285+70 -L1- STORMWATER DEVICE 0 46 46 SHEET TOTAL (2 OF 4): 22017 12871 34888 156 2955 3111 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 2301 ROADWAY 25+70 to 26+50 -RP7C- X 126 162 288 2302 ROADWAY 20+05 to 24+g5 -RP7B- X 5458 1194 6652 14+50 to 22+35 -RP7A- 2303 ROADWAY 20+10 to 20+g0 -RP7A- PROTECTION OF EXISTING STRUCTURE 309 0 309 2304 ROADWAY 11+10 to 11+40 -RP7A- PROTECTION OF EXISTING STRUCTURE 183 508 691 10+00 to 15+15 2305 ROADWAY -RP7�sPUR- X 1301 3748 5049 14+05 to 22+25 -RP7D- 2306 ROADWAY 11+g5 to 12+55 PROTECTION OF EXISTING STRUCTURE 1988 595 2583 -RP7DSPUR- 2307 ROADWAY 17+g5 to 18+75 -RP7D- PROTECTION OF EXISTING STRUCTURE 2068 1417 3485 2308 ROADWAY 14+05 to 15+45 -RP7D- X 278 1162 1440 S H E ET TOTAL (3 O F 4) : 4952 3844 8796 6759 4942 11701 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ft2) (ft2) (ft�) (ft�) (ft2) 2501 ROADWAY 25+38 ta 26+19 -RP9C- X 0 899 899 2601 ROADWAY 365+42 to 366+69 -L1- X 112 121 233 28�� ROADWAY 388+37 to 388+87 -L1- NEW STRUCTURE, 15" CSP 896 844 1740 2802 ROADWAY 395+61 to 396+g4 -L1- PROTECTION OF EXISTING STRUCTURE 2377 2332 4709 2901 ROADWAY 15+43 to 18+g6 -RP136- X 4898 4826 9724 3001 ROADWAY 437+g3 to 439+gg -L1- X 1903 1766 3669 4301 ROADWAY 17+g3 to 18+74 X 0 594 594 -RP9BSPUR- 4401 ROADWAY 31+93 to 32+19 -Y9- PROTECTION OF EXISTING STRUCTURE Q $J $Q SHEET TOTAL (1 OF 4): 78446 41770 120216 o so� so� SHEET TOTAL (2 OF 4): 22017 12871 34888 156 2955 3111 SHEET TOTAL (3 OF 4): 4952 3844 8796 6759 4942 11701 SHEET TOTAL (4 OF 4): 10186 10877 21063 0 594 594 PROJECT TOTAL: 115601 69362 184963 6915 9292 16207 DETAIL A SPECIAL CUT D�TCH w/HINGE ( Not to Scale) Naturol Ground c �9m ot �� Front �`O b�, le� Ditch �4 � � F�Vt Slope MW � Min. D=2.25 Ft. FROM STA. 39+00 TO STA.44+00 —Ll— (LT) FROM STA. 56+50 TO STA. 57+50 —Ll— (RT) FROM STA. 57+00 TO STA.57+50 —Ll— (L� FROM STA. 22+00 TO STA.24+50 —RP4C— (LT) FROM STA. 27+80 TO STA. 28+30 —RP4B— (RT) FROM STA. 17+51 TO STA.19+48 —RP4D— (RT) FROM STA. 237+00 TO STA. 242+40 —Ll— (RT) DETAIL J SPECIAL LATERAL 'V' DITCH ( Not to Scale� Natural � '� �t � — Fill Ground F �% o �'��d�'�e Slope /a�,terr p F � Min. D= 1.5 Ft. FROM STA. 17 + 31 TO FROM STA.21+40 TO FROM STA. 15 + 05 TO FROM STA. 15 + 83 TO FROM STA. 15 + 52 TO STA.18+31 -RP6B- (RT) STA. 21 +90 -RPbD- (RT) STA. 18 + 55 -RP4A- (LT) STA. 16 + 80 -RP4B- (RT) STA. 16 + 50 -RP4C- (LT) SPECIAL CUT DITCH ( Noi to Scale) � Fronf �t Ditch Natural � � b'� < Slope Ground FG I a p F\oitie } r er 1 Min. D= 1.5 Ft. FROM STA. 39 � 50 TO FROM STA.44+00 TO FROM STA. 46 = 25 TO FROM STA. 49 '- 99 TO FROM STA. 52 + 76 TO FROM STA. 56 — 25 TO FROM STA.56+00 TO FROM STA.57+50 TO � FROM STA. 57 50 TO � FROM STA. bl +23 TO � FROM STA. 77 - 50 TO � FROM STA. 93 + 50 TO � F ROM STA. 182 + 50 TO � FROM STA. 20$ � 00 TO � FROM STA.208+50 TO � FROM STA.216+83 TO �� . FROM STA. Z30 � 50 TO �� FROM STA.254+50 TO w�`� FROM STA. 271 +00 TO ��> ��� FROM STA.268-00 TO STA. 44+15 —Ll— (RT� STA.51+50 —Ll— �LT) STA. 49 + 00 —Ll— (RT� STA. 55+25 —Ll— (RT) STA. 55 + 08 —Ll— (LT) STA. 56+50 —Ll— (RT) STA. 57 + QO —Ll— (LT) STA. 60 + 00 —U— (LT) STA. 69 � 00 —Ll— (RT� STA. 64 + 41 —Ll— (LT) STA. 88 = 50 —Ll— (RT) 5TA.101+50 —Ll— (LT) STA. 194 + 94 —Ll— (LT� STA. 213 + 50 —Ll— (RT) STA. 212 + 00 —Ll— (LT) STA. 234+09 —Ll— (LT) STA. 231 I 50 —Ll— (RT) STA. 257+89 —LI— (LT) STA. 274+84 —Ll— (LT) STA. 276+00 —Ll— (RT) A R EAS 1 & DETAIL B SPECIAL CUT DITCH ( Notfo Scale) � Front o� Diich N❑tural � b�, t�e� Slope Ground F4'I or F\o /qffer D Min. D= 1.5 Ft. FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM FROM STA. 84 + 00 TO STA. 89 + 00 —Ll— (LT) STA. 119 + 00 TO STA. 119 + 50 —Ll— (LT) STA.128+50 TO STA. 130+26 —Ll— (LT) STA. 128 + 50 TO STA. 131 + 50 —Ll— (RT) STA. 16+00 TO STA. 17+50 —RP4C— (RT) STA. 16+30 TO STA. 19+80 —RP46— (LT) STA. 20 i 98 TO STA. 23 i 50 —RP4D— (L� STA. 152 + 00 TO $TA. 153 + 14 —Ll— (RT) STA. 15 i 55 TO STA. 17 i 55 —RP4A— (RT) STA. 155+50 TO STA.161+50 —Ll— (LT) STA.156+00 TO STA.159+00 —Ll— (R� STA. 164 + 00 TO STA. 166 + 00 —Ll— (LT) STA. 164 + 00 TO STA. 166 + 81 —Ll— ( RT) STA. 167 + 02 TO STA. 168 + 50 —Ll— (LT) STA. 186+50 TO STA. 189+50 —U— (RT) STA, 221+68 TO STA, 227+50 —Ll— (RT) STA. 232+00 TO STA. 236+50 —Ll— (Rl) STA. 234+50 TO STA. 236+00 —Ll— (LT) STA. 242 + 40 TO STA. 244 + 00 —Ll— (RT) STA. 252+00 TO STA. 254+50 —Ll— (R� DETAIL N SPECIAL CUT DITCH ( Not to Scple) � ,� p< � FronT Natural `L�� te� Ditch Ground F �70 �\�� S�ope �affe � D l Min. D= 1.5 FT. FROM STA. 28-30 TO STA. 24+30 —RP6B— (LT) FROM STA. 276+00 TO STA.279=00 —Ll— (LT) DETAIL L RIPRAP ON STREAMBANKS ONLY ( Not to Scale) ���-- --- oUn FX�ST�M��7 To ry\�o j� —�ou d n, ''F M� er`'� d _ E+\SS\ LINFR: R�P RAP WITH GFOTEXTILE CHANNELBED (Vanable) Lcneth= VANIES d= VARIF$ PIPE SIZE 4=�1A" USE C1A55 1 RIP RqP) PIPF $i7F >�24" li$F �It�55 IIRIP RAP) SEE PLANS FOR LOCATIONS OF RIPRAP ON STREAMBANKS ONLY 2A DETAIL D MEDIAN V DITCH ( Not to Scale) � � � �. i + JF51GN 9U:[t� 5€RV�CE5 Shoulder � � — Shoulder Point 4 � Point / D �o F/p�e�� A�\pt�e� Min. D= 1.5 Ft. FROM STA. 19+17 TO STA. 39+00 —Ll— (RT) FROM STA. 21+00 TO STA. 31+25 —Ll— (LT) FROM STA. 33+50 TO STA. 39+00 —Ll— (LT) DETAIL H CULVERT PRESERVATION E,_�,Rooa� J^ SNAP-TITE HDPE SLIP LINING METHOD \ \�� L �by�ass Pump � Work Wea La, f� 30' +/- To Be Delermined � fxls�InG Flpe � --------`--- � -- ------- ��r��,� Snap-Tlie � cew�� Work �mpeMcus Dlke Grcund � Lav Denslry PI/x Llner Neo As Needed Fiowaaie ,-m �u,m s�ia� sum�, Basin Fa,�Ro�dw� J^ SPRAY LWER METHOD �\ L � Work Mea Len M l0' +/- �6y�ss Pump ro ee c��rmr�� \ � F,r�rmg Pi� ----� s���u,��-- � _ � I,n4�r✓lo�s 01ke — — — — — — — — — —�� — — \ � Exisil� !as r,eededl � L Dewc7er Work �m�e. v,cus Dlke Grcund Nem As Nee�ed W11h S(.ec/a/ S;lillry Bosln CURED IN PLACE PIPE LINER (BALLOON METHOD) - Same os Sp�g� lJr,er Meilad Gdwe excey fon - Nl ou�lr.g woler musY De dlspasa� offslte - Plpe lJr,er musf be Ins7¢lled �,rr manufochirzrs spec7flcallws - L'onlradar ls 10 remwe olI cnnsizollon wasle around plpe Ceford pI➢e ls placed Dack 1� service Srwp-Tl�e HPDE SUp IJning PROJECT REFERENCE NO. l —5338/l —53/l ROADWAY DESIGN ENGINEER :�?��oFE55 �pN.;�-✓�'•. :4 �': SEAL � 029473 � - • � fn'G I tiE`c?:, ��j ,,��q'��N h1. 1 P��J�� SHEET NO 2—A HVUkAULIC$ ENGINEER ` �o�`�H�CARD���.. .��4�oFE55/p'N`r'a SEAL " 36188 % /v'FN��NE;�P`,�'�. `: ,,�'/��� WEAiNE�':���, ,,,,,,,,,,.. - Install slltferroe.speclalsedlmeM cantrol fer,ce,and all otlxr a✓osPon canlYol devlces ln area as slrown an EYoslon Cantrol Plar,s. - insron o�ar,ge rree prmecrlon fenoe n.e.,mrery rerbel mar;� �r omerm�sr �armn rmrprrrn rsrream, wenard, ondror npanon cur/en. 71e NCDOT ONlslon 5 Envlranmznto/ Supervlsror wlll provlae fhls Informoflan lo ilx contracfar. Na rqnstrucflon Impac1s ore allaved Ceyo� 1h fexe llrt✓fs. - Clear a imxlm�m af 3d wlde access po�h to 1Ix pl{� end lo Ce sllp Ifned wllh Snap-Tl�e as slwwn on Eraslon Confrol Plans. N/olearing musf sfay w/fNn th permdled sfream.weiland.o�,:l/or rl��lan duffe� Poolpilnl. - In.sfall S�cIal5Y7111rg Bosln !si/1 Cagl on ite upstream slde to dewolei work �rea. - Insfolllm(,aMcus Qlke a maxlmum af 30'upsfreom af plpe 10 �e Ur,ed fo ore,>fe work a�eo.N/ln-s�ream oalMfy mus�siay w��nr� rr� �,m��� �,�m faoto���t. - Clean old ex/sHng plpa cs needed �o linsiall aorrlei plps. Instoll SFeolal Stllllr,g Bosln IeIH Gagl a� lmpeMous Olke davns�reom du�Rq cleaning pMs» /a {simp oufcoritaminaled water. - l/se G/poss p�mp to dyposa wo�ai aver work orea ond Into Snop-r11e HOPE Ply . - Af1e� flrs'rsecflon o( Snap-Tlta HOPE P1�2 1s lns�olled pull l�are oN of flrsi ssctlo2snop secnrn� seetlon of pl� tegelfr and relum dypass pump Mu'e In10 plpe fo bypass wofar ihro�A work oreo.Re(as�tun111 allplpa Is /liwd. - FIII vold wl�h lav densly fluvaDle flll a� seal off eids �r manufac�urer s�ec)flwtlons. - Remwe lmpsrvlous Olke and S(�elal Sillling Basln (slll �o¢I ond sta�lUze slream �nk per plans and deialls. — Pe���e�nr �ad o�a mw�n o���s oam a� wo�k a�a: u� e�asro� �a�r�ai monrro os �aw�� ra �oemze exr�rin� smoa. - Remwe all e�oslon confral n,easures offar slfe Is ,s-fa0lAzed oM appruved dy NC00T. spr y u�r�q — m�ran,�irrer�a,�peGm saermar� oomroi rer�a,o�� ou mrr e�wro� oomrm ae�r�s r� or� as ,�row� o� ero,�� c�iroi wa�s. - Install orolqe tree prole�lon tem2 11.s.safely fer�el alorg tF outer�sf �rmlt i wtprini lstream,wetlaid,and/or rlparlan buffer). rf NCOOr OI�IsIw 5 EnvlranmenlolSupervlsar wlllp�oNde tNs Info�motlan fo 1h conlracfir. No cor�sf�uc+Ian lm�ois ore �n�waa c yor� r� rexe nmirs. - C/ear o imxlmim o* 25' wlde access poM fa fh plpe end io be spro/ llned as s/nwn on E�as'on Lbnlrol Plons. NlclearR�q must stoy wl�hln 1te permlried slrsam,walland.ord/or r7pa�lon buffe� fofp�lnf. — m.�ou s�mm sinur� eosm rsrn c�g� ro dewmar wore orao. - Instolllrn�rv7cus Dlke o moxlmum ol l0' ��eom of pipa lo ds llnsd to creo�s work orea.Nlln-stream acflvlty nu�s,`stoy wmm� rr� �arm�ne,� s�reom raorynm. - Clean aN exlsfing cuNerlas necessary. lnsfall Spec/a/ Stllllrg Basin fsllt�gl ar;d Im�rvlous Olke davnstream du�lr,g oleaning pMse ta pump an oontaminme� water. — i�smu ��wWs �rka wrmr� or� ��roan ar arr�� a�a m wo�r a�� as �aa� ro o��a�r m��i�. - I/se [yposs pimp iu dypass wale� over work aree fiam flrsflmFerv7eus Olke 1a i� seoond lmpsrvlaus Olke. - Remwe Impervlous Dlkes and S�lal SYllling Basln (sllf DagJ and stablllze stream bank per Roaawcy Plans. - PermmaJly seed and mulo� oaoess Da1h a� work area:Use eraslon canlralmatllrh� as requred 1a s'n�Illze exlsfl� slape. — Remwa ou a�osro� ��r�ai �os��es �n� a�e rs �t arnz�d a� aooro��d ar NccoT. General Notes: - Recommend slip lining pipes during low tlow condilions only. - The slip lining method used at each pipe location will be determined based on field conditions and approved by NCDOT prior lo beginning work. See arafnzge detail sheet for culvert preservation mefhod and si�e location. -Any major deviations irom Cnis scquence need prior approval by NCDOT. T�mpor�ry M�dian Deck Drair� Summ�ry �t�a be filled aft�r cvmpletion v� MpT} �. Sta#e Street (East Bound IV�edianj Station Alignment Locatiarr �eck Drain SIZ2 �F�� 3$6+94 -L1- CL 0.5 3$7+�D -L1- CL 0,5 387+06 -L1- CL f}.5 3$7+12 -L1- CL Q.S 3$7+1$ -L1- CL Q.5 3g7+z4 -L1- CL �.5 387+89 -L1- CL !].5 387+95 -L1- CL 0.5 38�i+171 -L1- CL 0.5 3s�+a� -u- c� o.� 388+13 -L�- CL C1.5 388+19 -L1- CL �.5 �eck drains Required on Bridge = 12 Pipe or DiTch Outlet A � Square Prefoi Scour Hole (f (Rip Rap in basin not shown for clari DETAIL G PREFORMED SCOUR HOLE *NOT TO SCALE PLAN VIEW AREA 2B DETAIL A $PECIAL CUT DITCH whiINGE ( Not lo $mle) � 9 Pe� � a� Front �^ 4.� b�� �te� Ditch p or � F�� Slope ffe, 4.� - �°���P� 6.0' 4'- Min. D= 1.0 Ft. FROM STA. 376+50 TO STA. 378+00 -Ll- (LT) FROM STA. 397+00 TO STA.401+50 -Ll- �R7) FROM STA. 401+50 TO STA.404+00 -Ll- (RT) FROM STA. 405+50 -Ll- TO STA. 15+70 -RP13C- (RT) FROM STA.15+70 TO STA.20+40 -RP13C- (RT� FROM STA. 407-50 -Ll- TO STA. 17+60 -RP73B- �L� FROM STA. 21 +10 TO STA. 23 = 60 -RP136- (LT� FROM STA. 420+00 TO STA.422+50 -Ll- (LT) FROM STA. 423 i 50 TO STA. 427 i 00 -Ll- (Rl) FROM STA.428+50 TO STA.432+00 -Ll- (LT) FROM STA. 441 i 00 TO STA. 444 -� 00 -Ll- (L1� FROM STA.441+50 TO STA.443+00 -Ll- (RT) DETAIL D MEDIAN V DITCH ( Noi to $<ale) sr,o�iae� � sr,o�iae� Poinf 4 � PoIM / D � F/ohe` � A�\o��e� Min. D= 1.5 Ff. SECTION A-A ,c��` PIPE (d = 15" OR 18") S��p F � PSRM WFLOW NATURAL � = I� GRO�ND UNER: CLASS B RIPRAP F'- B-"I \ WITH GEOTEXTILE �CK STA. 285+25 -Ll- (RT) STA. 23+88 -RP7C- (R� STA.13+90 -RP7D- (LT) STA. 24 i 55 -RP9C- (LT) STA. 15-25 -RP96- (Ll) STA. 15 - 90 -RP9B- (Ll) STA.14--70 -RP96SPUR- (L� STA. 391+83 -Ll- (LT� STA. 440 + 33 -Ll- ( LT� FROM STA. 290 + 50 TO STA. 291 i 98 -Ll- (LT) CVCL NNIJ YLU�fI TURAL GROUND 18„ B = 4.5 D= 1.5 W = 4.0 3N8 Kimley>>> Horn DETAIL B SPECIAL LATERAL 'V' DITCH ( Nof to Scale) Naturai � b.\ °e� Fill Ground oy o D ��p�� Slope e� Min. D= 1.0 Ft. FROM STA.15-45 TO STA. 17+45 -RP7D- (RT) FROM STA.21+90 TO STA. 20+60 -RP7A- (LT) FROM STA. 15+80 TO STA 20+20 -RP7� (R� FROM STA.22+80 TO STA.21+49 -RP7� (R� FROM STA. 12 ; 41 TO STA. 12 I 91 -LP76- (LT} FROM STA. 414+50 TO STA. 415+00 -Ll- (LT) FROM STA. 15 i 60 TO STA. 17 i 10 -RP13� (RT) FROM STA. 15+00 TO STA. 16+90 -RP13C- (LT) DETAIL E SPECIAL CUT DITCH Nalurol I No+to $calc� G.ou�d Front � , oc Di�ch 4, b�\o��ec Slope Fjo�ie � p Min. D= 1.5 Ft. FROM STA. 20 •- 95 TO STA. 20 ; 45 -RP7D- �RT) DETAIL H CULVERT PRESERVATION E,rs�r�q_ � SNAP-TITE HDPE SLIP LINING METHOD \ ` � Byposs Punn k ArW Lerqlh 30' a/�� - �� J To Be OeIB/rn/b0 � I \ exrsrr�q rroe \ -- ------ �e,isrrrq smp-rire � �yor� �yax �m�Y101's �''re G�wrp P!/,e Unar �,� � N�� �aw ���ry Fiavaae Frn 1Ynn sPecroi snunq Basln E,rs�R�o�_ � SPRAY LINER METHOD \ � � � �'O�k N!q LEq�� IO' �/- Bl'O�SS R/�M � To Be CGerminEO - - - -� Exlsllig P7(.e � -- � -, Spoi Llner I - ��rvlws Ofxe I `\ `� Exlsrinq ros �reeOeOl `� LL�vaM �'ork ��vi0� �'re GraM km As N�tlm �'!!� SpecI01511111ig Basln CURED IN PLACE PIPE LINER (BALLOON METHOD) - Salb as 5prw urer .N¢Ihd ahpe exp�rlw: - NI curfll� WalrJ m�Sl Ce df.Sp�Sai o{{s/1e - Plpe tfrrer musl de fnslollN per mumAalura�s spec!llwltons - conracru� ls ra remve on ewurrucr/on Wosre oround ppe Mae ppt !s waa+o t n' rn serv�ce STA. 334 i 42 -Ll- STA.32+05 -Y9- STA. 396 i 10 -Ll- � � / / � � � . vFS�fn'�A.�i[C 3f2v!Cf5 DETAIL C TOE PROTECTION ( Nol to Smlc) �\O�¢� � �� �oPe �,. ���5 Notural Ground d � PSRM d= t.o Ft. Type of Liner= PSRM FROM STA. 14+67 TO STA.15+10 -LP9C- (RT) FROM STA. 25 i 15 TO STA. 27 i 60 -Y9- (LT) FROM STA. 346+00 TO STA. 347+40 -Ll- (LT) FROM STA. 346 + 58 TO STA. 348 i 62 -Ll- (RT) SmD-TYa HPDE 9i0 Linirq PROJECT REFERENCE NO. SHEEf NO. 1-5338/1-53/l 2 � ROADWAY DESIGN HYDRAULICS ENGMEER ENGINEER PRELIMIN RY PLANS DO NmT USE FO CONSTAUCTION DETAIL I STANDARD 'V' DITCH � Not to Scale) Natuml � Natural Ground 4.� A.� Ground D Min. D= 1.0 Ft. FROM STA. 294 r 75 TO STA. 294 i 84 -Ll- (LT) - �nsro�i siir /a�ce.specio� smimem caara /axe.oro a�i a�e- erasim mra.a aevices in orm as .snoWn wr Er�iwr caara Pions. - Inslal waiqe Iree prdeclrwr rmce «aso/eN Ie�caJ olaq il.e aArrmzsl4�mfl foWprinl rslrmmWd�wd.ane/m rrpuron bvlrer). Tne NCIX7( D�'visim 5 Envirduremd Supervisor Wiii pw70e nus in/artrotim lo ne rnmixla. No anslNclim im�aqs are WIqyW bydp !h fd�ce Ifm!l5. - CIBW o mosimum U IbWide ottess porn lo Ile qpe W lo De slip lirrei Wiln SnoO'rile os sfoWn m Er0.5ion CMhW Plans. aic�mrr� m,s� ��r wnn� �k ar�rnm .ar�m.wdroro.�aia rr�rio� wrrrr rowwrM. -�nstdi S�.aciai S�iniip Bosin fsiu tnq� m �ne upstreom si0e ro Oe�4Wer Wdx oreu. - InSfWI Imp2fY![Us Q'ke a rrpxlmum d 30�ba5tf�m o( pce �o Ce Ifnetl lo cr�le rYwk oreo. Nl in-sfr�m octt�iry rrusl sloy µil�n ffR (Y��IIe� sfi6um fOp'piM. - a� a� �r�rro dc� os �em ro r�s�ai �n�r d� i�s�a� swcm� s�rm�y eosr� �un mqi �e i�vr�,s are aawnsrimm aunip c�mnnq pasa ro p�mp ca wniomfrrarm wmer, - Use Dyposs pumD ro LY4n5s Waler Wer Wak orm and !Mo Smp-Tila NIX'E Plpe - are. r,.�,.�irm a s o-r,re naPe ar� r: r�:raim a�� nure ar d r�s rro�.: o sxam s�rr� w a� r�rh. oM r9wn ty(nfis pump fp5e /nlo d4< �o OyWSS WOler fh'aWr Wwk arW.Re(R(II uMll oll q{E !s IlneO'. - Fin vae Wnn �qy adrsiry f�pyade /iu orie s�� N/ eries p9r munu/acrwer specilicmions. - Rtnpye Impdylpu Olkt orp 5{ccfW 51f11ing Bosfn 15lII (pg) Ond sloWllZe slr�pm bo�r ar pans ond eCons - Permone�ry ,scea ana mWen axess pam orq wax am: use cvasim emrrd �uitinp as ra7uir� �o siadiize exisiirg s�qoe - Rennve a� ero.sfm rornra measwes or�er sne rs s�od�izea ond omrov� oy Ne00r. saw unrrq - InsfWl sllf (P,ntp.sqifol,S�fmBM tpd/d (Grt'e.ard WI p'IRY el0.51m [wdrd tlWlGps !n or� os SIAWn wr EfAsfwr Cad/d Plons. - Insroll aa/pe rreC pldBCri0.n /erlGeliBsa/¢ty /Ence)almp rlk ppvm(ASr��mir loolpinr rsrrBom.W9laM,ard/6' ripolion d///PJI. r� Nc�r rovr:r� s EMn�ra s�Rrvrsw wn� pwrae mrs m�ammra� ro rk �rrarw. No �siuirm r�cs ore arowat ceyaa rm ie�ce �r�rs. - CImI a mos(mum oI 25'Wltle ocuss polh lo Ih Ffa end lo de spay 1In� as .shaWn M Eraslm Cw1fldWanS. NI n�rirg rtus� sfq Wi�ryn rle penrxrra9 9rmm.WeflonO.aM/a riporian Dufler �qNpiM. - InslWl S/.CClOI S!!In/q Bofiln fslll Wgllo tlR401ef V1Vk o/N. - ins�ai imperyious Oike a rmsimum d�b upsfr�rn d p'�.e �o De �ire1 io crcMe Wart arm.A�i in-streom ocfiv%ry � s�q� wnre� rn� iermmcd srrenm rmrar�r. - CIpMI pul exlSllnp Wly¢I! a5 �PSsory. lnSlall.$(kClol 5lfllln4 Bpsln (S+If DJQJ o�M /�IqJ&'yfpus 0lk8 OqynSlrNnl Ou//� c�eordnq qr,se ro p,mp wr cwnomrror� waer. - Insldl ImpE/vias Dike Wi�Nn pce wlve/t d eirlB� erp �/ Wax ar� os rpAiBO !o poyerA�tNflpy. - Use qp0u q�mv �o �Wss Wolel wer Wak o/w (rwn lIl5llmpervlas Dlke !o Ilk sGap Im�GvlWs Dlke - F&mye ImpEryiauS DiMGs and Specid 5lillinq BoSin faill �gl and .s�ad'lize afrepm W�M' pN RmeWpy Ploni - Ptrrtpmily .R,W ond mulch o[uss Wfh ard Wofk Mt¢Use dasfm CaArd maffirq as r�ure0 !o sfodlln eslslfrg Slqx - Hen.vve ou erusim comia measures orrer sire fs srod7fzea ara occrwat ei Ne0'Jr. General Notes: - Recommend slip Ilning pipes during low flow candltions only. - The slip lining method used at each pipc location will be determined based on ffeld condi�ions and approved by NCDOT prlor �o beginning work. See dreirage dc�ail sheet for culvert preservation method and site localion. - Any major devfations from this sequence need prfor approval by NCDOT. � s � � ro z z Q � � � � �V Q ��/� V J � � J � 1 ` H w w � w J U Q � � -Ll- CURVE DATA Pls S�a 6/+g2,3/ Pl5 Sta 69+78.63 Pl Sia 83+86.57 Bs = E l5' 25.0' Bs = l' l2' 00.0' �= 25 05' 53.4" (RT! Ls = 500.00' Ls = 240.00' D= l' 00' 00.0" LT = 333.54' LT = 160.00' L= 2.609.82' ST =/66.86' ST = 80A0' T= 1327.95' R = 5.72 .58' V = 70 PH � i ,I i I� \ ``— / / � � � � _ ��\ �, =���� � � ` � � � ... � , � � � '�.. , w ,�-� -- - - _ -= -�---�— _ y�-_ .... . _._.. �. 9ti .fi" /. � SPEGWL CUT DITCH ''���--�___ SEE DEI'A7l`W 2 , �� �RETAIN -�. . - . _ _ - - � �� 2GI-A � - — -��.�_ � ��-' � RETAIN JGI - /RETAIN J� RETAIN 15" P 9 � � RETAIN 2GI . 2ETAIN —+ � �. � .'_�S —\5f�..__� '12a� � �Z ZS- RETAIN 15" RCN � ' r - 2 r 0 O N �� c� � 4 Z � � \ \ �� � � �, ����, I � . I i � i � �Fs�cv eultn s�ao--reEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 8 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELINiIN RY I�LAN5 IDO NOT US6 FO CONSTRUCTION � �- � � , ' � � \ . gZ 2 � � �+ 1 � BZ � !M '1 . � _.'� �. mN � r � � BZ 2 .� 5 \. ^ � � B � I �c+ + r� � �� � �-�, Q2, � /� �---�J.� �Sf� . \� �� 1Sf ��/'�/� r�� ti0 /` Z9 � ` � r i—z ze z1a� RETAIN 15" RCP RETAIN 2G1 RETAIN M-4�H _C- 15" RCP .- _ - - - �- � � � - / ��� � � ! .�0 Z ZH ?g ti� /� 2 19/ = : � �/ t �v r � � � . REMOVE OR PLUGfILL . -. _� -. F` . . . . . -'�_ _ _ _ - _� _ `SITE OSOI RETAIN 7G1 � � REMOVE OR PLUG�FILL ..__ _ -. 15" RCP-III TB 2GI M-50 _ --=---- =-�---- ------� ' --_ _ _ - - - - �a _ _ __-- „�. ; . - _ 'Z _ _ ��. � - , � � � � � � CIILVERT PRESERVATIO e � —� � � PROPOSEO SBS � SEE DETAIL H �'� ---------------------- -- ----- -_- i ��aZ i 2 -- -------------- � _,,� -: - - a£csras9+seRr ��r �P _ �. - - - M-4 7 ► �-- - _ _ _ _ � �, � � . � \ . � _ � �-r.,T�_�.. ...�/ � '�� -- --" - � ' .. � _.!.""�`�'� CLA$$ II RIP RAP t . . - - — � —261 - - - - i ' E5T 21 TON \� � � \ - .. .. � — � - _ ' _ _ � .'-�-�.� . � . . _ , ,.. � � � - �. - �,��"� .. . . � SPECIAL CUT DITCH EST 22 SY GEO - �� � � ... _ _ .._: �� � .. ._.._ - - � � -� � SEE DETAII K (BANKS ONLY) .. / ` C � �� f � PLACE TRANSISTION STONE SPECNI CUT DITCH AT OUTfALL OF �ITCH SEE DETAIL K CLASS 'B' RIP RAP . E5T 1 TON - �� .. . EST 5 SY GEO SITE OSO2 � � _ _- = - (WETLAND/STREAM 0801) N m ,,�_ � � _. "��:,r��'�'` w � � 4 � :....Y ���t^'�, , �._f. � � � � � N. �l DEVC.OF TRAN9PoRTAT[ON �. .. � . . � � � DIV19iON OP HIOHWAY9 ' - ' � � WAKP! COUNTY PROJIX.`Tv I635B/ I$311 � ����� A��OWA6LE IMPACTS ZONE ; ��0/U9 W FROM WE9T OF � SR ibl!( NONE9 PRANKLIN RD� � MRIGA6LE IMPACTS ZONE 2 CONTINUINi3 ALON6 I-M9/U9 6f TO NORTH OP US N/ US Nr/ DAT&07I88I¢�fi � ��� r\ i . .. .�CLA55 'B' RIP RAP � EST 2 TON EST 7 5Y GEO / \ er JJ ti� i`� O � Q,^ v J � � Q � � I 1� J I � � W W _ � W Z J V � FOR -Ll- LT PROFILE, SEE SHEET NO. 49 FOR -Ll- RT PROFILE, SEE SHEET NO. 49 � s � � ro Z � -Ll- CURVE DATA Pls S�a 6/+g2,3/ Pl5 Sta 69+78.63 Pl Sia 83+86.57 Bs = E l5' 25.0' Bs = l' l2' 00.0' �= 25 05' 53.4" (RT! Ls = 500.00' Ls = 240.00' D= l' 00' 00.0" LT = 333.54' LT = 160.00' L= 2.609.82' ST =/66.86' ST = 80A0' T= 1327.95' R = 5.72 .58' V = 70 PH r 0 O N �� c� � 4 I � . I i � i � �Fs�cv eultn s�ao--reEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 8 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELINiIN RY I�LAN5 IDO NOT US6 FO CONSTRUCTION Z �� � � f \\�� � � � i � �� .� � \ I � g� � � ��` � � � � � �, , � .eZ' ,- ; �� r � / i � �_ � i �j. � �l � � mti � i ,. � . � rc�._ -. � _ ! / � 8�-2� � � / . � . S � . � / / � i . ��' i �/ - � � � �j�� � `'/ �-- �/� ` , ��/� � /-: ' + t / , � . - B �� \ � I � m � � ' , _ �� ,i g �o � / � = � n ���� ' . ; �% � — ' ` °�ry , � � - er , �-� J/ _ , . , i , ; � � , , >�.� � � i � �,, . � � �� i � / v � - ; � � � �� � ti . �,� �M1 �S � _ �; � / � � * . _: �-..- � � ,-�,� .,-. , � � � � o � � � i - ,�,� - � . �, '� , _ � _ , � � � � �� � �� - � � � � ,. - � � � ,. �; � _ , �_. � �� �� _ ' � q4 _ � a � ��� �_ �� S. � . , � � _ i i , � , , ��-�J � _, - - - � �i = r ,_ _ _ -- ti� Z z �g � , , � = _� �_ � � ,�r,'- �� � i ' ' , - � - `��, _ ��- , - _ _ , � � � tio � � , ��� -- - - � i .,� - ___ _ - --- , _ � � , � ._ _ �� � : .1, � /;f�li� � � i / � ; � -- ,^� � � '.- "" `�,-�5� � �� i Zs _ "� _ -� r�i _ - ,� - - . . , - � . _ . � . - ...,. 1 � � E�a' _ , � ' i I i _ ��_ J'�� _ r\'��- k_� ti \ 7Z \ _ --- j- f a ti � � 9 rti, ��� �a�� � � � � , � - _ ,u ��� �_ ��`�� ���'' � � a ze � z ie _ ���� � � e�ove ox eauefne � - -� - , - r � t� ,f= �- _ , ,,;, , � � � �� � � _ - , -- �_ �_ -_ k - -- -- -- - - - , _ � � , i � _ � , . � - _ - - _ _ _ - - �,ir - s`"`.���.,- ��,,- � , I . rl �, l'. i. � ' / 01 r � . . � , _ � - � 1�8 _ - . _ � 2E7A'tN - - � _. . . � . .. - _ ._ - _ . �. _ _ _ .. . �. _ � i � I � � _ _ . . ( � � � _ _ 15" RCP ... . ., ,'' � . . � _ _ - _ L. _-� � � 0�y � - aerr�n� . �-- y M-478 _C_ _-�---------------- --- O - � '�'\ �T � �,SPEGWL, CUT DR�H � r � - Z'Z8 � .' -�-� 15" RCP _... . .-. � � � - . \ � - � �- . r� , I � ' � . / SEE DETAIL�K � . � �� REIAIN IS" RCP ''� �� . �- _ � ,� � � � � . . t � RE IN � REYAIrf�' ` .. � ------_,�,.. � , � - ____ -- _ _ _ __ -_-- --- ---_ SITE 080I a Q .- - - �� . .. ... - . - 1FETAIN.15 .._P _ .. � [ -' � - � _ . _ �' RETAIN 7G � ` " I , - - .;.._ � -:. .-. 0 - � - � - . � REMOVE OR PLUG�FILL . . . .-' . + . . RETA�N . -� �� .._. . . ... RETAIN 2GI / - � 2G1-A -- ._ .:_ �,..:- "- � � _ _ _> � - � � - � .. / . ,- _ r_ - ��- ... - � � A � RETAIN JGI RETAIN 2GI � � � � ��� � �' ' � � J \��� 2ETAIN—+� � IN 2GI . � - ~ . r . � - li RCP �III TB 2GI 15" RCP-III Q � _' - - ... _. ... _ .. . _... � .-.�� i . .. � ' . . . a - ' - 6 2GI 15" RCP-III l -- - � - ^ � � _ ` � .. . ._ -. .. . / � ._ . '�'_ Vi i re zci 6� ._ _. . .. . .. .._.. . i " RCP-III l ' � � . . .. _. I . __ . J..� � P-I . . ... TB ZGI 15" RCP-III . . . . ..- : - �- � _ _ ., ' M-50 _ , � � . TB �GI . � .. 2GI _ � i! , - -: - - - - - - - - - - - - - -,-� � _'_-_c- ._ _ _ _ �, _ _ � , __ _ _,�. _. ._ _ , � - . e � -. - _ __ � ._ _ - - - - - -- ' _ __l---- - "`" _. � - � � - � .. . .. _ . . _ _ _ _ — _ _ � _ _ _ \ � . - . i .. ' . �- ` . — - . . . . . .. / / Z � � � � � . . A . _ _ _ -' ' ��� " Ct1LVERT�PRESERVATlO _ _ i �,'_ _ ------- � - _ _ _' _ _ \ � ' - i f�POSEO SBG . �SEE DEi 1L N -�Z- � _ _'_'_'___'_"__'_ ,. ' ��� . . __-./�•' �-BZ 1� . - '_ _ - - y; ` / . * Q��`- .�.' � ^ _ - _ - - e s.se Rr , W _ _� _ C M-4 7 — �-- - - - - = _ � . � / . < � � 6 - _ .""t..� ,..�I i 'i _ � � > ... ,s+.�, . - � - - ' _ ` - _ � _ . �� - � � � � EG 57A �' �. . W . � � „ � Sw2s naiNna� . _ � !i I 2 - — � —261 - - - _ ' - _' _ _ 7 T6N- � ��� - � , _ ,_ - . . � � r � � � 1 � . > � � ,tr z� „-,r�1!�1'T+s't�' . ., _ . C ` SPECIlL Cl1T DRCH 1 � . � / . �i �\ (B/�NKS SOKI�O � f'' ` �`�l./��_����-.. ,� � I � r N�� > ' � uy.'�' _ � � � � _ � _ _ _ � _ - _ . ' - ' _ _ _ _ _ SEE DETIOIL K / �� / f �� � ! I� _. ..._v�' � � �- � _' ._ _ _ _ '.�''- I.-� _i'�'. _ _ i- ` .�� / / / -. �. �.. ' � CLA55 'B' RI� RAP i � W ...C` - � � I _ - - _ -_-� ' , _ _ __ - _ _ _ _ _ __ _ - -. F _ ' PLACE TRANSISTI�N STONE !/ / . /�.. / / � � .. EST 2 TOW � Z - ' , 'SPECNL NT DRCH � = _ ... _'- -Ubh � _ � ,�� AT OUTFAL - _ � � � EST 7 SY�GEO ..,'- - - � . _ _ - SEE DEtAit K- - '��� - / ` � ��P I ~ O CIAS H / — _ - . � ' _ � _�_ ' �� � .. _ _ . � / . / EST 15TONR . . ; / / �h _ - . �' _ / / J � _ - - - - _ _ � \ - � , � s cE � e2 � ---x— • � ��� � � , � � � � SI7'E ! O80 � ' ' � . _ � �� � Z � � � � � - - /WETLA�D/S�'REAM 0801) �, ' � � � � �_ �. � �, ` U ; -� w,« u� � I ,'/ � - _ - /q3G R � } , , � �� I � �� �.. / N _ � . / _ \ - . � . , � _ � / � �, - ,. _ � - - I � Q., =-�x�=�x ��v . �� �SbG �_�_445- - � � � � � � ���, � � � Qi��� - ! ��l �� � � �� i � � �� �� �� i � � � � �� °l y � ���I � ; � 5 ..:�� -- -- - - -�� i _ _ .. --. .. . , � .� . �,.�"i , ' o " � � � . . . � //; / �;�� . � , /� .. � / � � \ � ' � -- -- _ -- -- -- - � i - � ' �� i o r�/ , . ` _. , ' i i � _ _ - � - � � � � � - - � � � I � , � � � l �. � � i/ /, \ , � , � Q�� . - _ = - -- , � � i . � � � . � � / . - � _ ; � � - � u� :�� . J� f I� , i I - - - � � � � � ti�� - . . - - � " � 490� � - - - �' - - - � . - i . � � . . . �� / / , i _ I _ i vr �� _ � ' - � _ - - - � - - 4A0� . - i�/�� _ ��L - / , � � � - � : � _ , _ - _ // . : � - � l � � ----- . .� {�� ' / � I - . ' % O O � u�i � � � � I 1� J I � H W W N W J V � %�� �� ��� � i' FOR -Ll- LT PROFILE, SEE SHEET NO. 49 � � 'i N.annmr.or TaeNsoonTeT�oN � FOR -L1- RT PROFILE, SEE SHEET N0.49 � �. . � . . � � � DIV19iON OP HIOHWAY9 ' - - WAKP! COUNTY � � PROJIX.`Tv I635B/ I$311 � ����� A��OWA6LE IMPACTS ZONE ; ��0/U9 W FROM WE9T OF 5O O �OO � SR ibl!( NONE9 PRANKLIN RD� , � MRIGA6LE IMPACTS ZONE 2 CONTINUINi3 ALON6 I-M9/U9 6f TO NORTH OP US N/ US Nr/ DAT&07I88I¢�fi � 0 z � s � � ro -U- CURVE DATA PI S�o 83+86.57 �= 26' 05' 53.4" fRTI D = l' 00' 00.0" L = 2b09.82' T = 1.327.95' R = 5J 58' V=70 PH Maintenance Items Causing Impacts Item Number RFP Re uired Re airs Pro psed Re airs Rcmovc fallcn trees at pipe inlet, repair crazked Remove dc�ris, repair headwall, � 47� h�adwall, and slip line pipe preserve pipe - -- - — I � � ��� I � . I I � � � . �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 9 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELINiIN RY I�LAN5 IDO NOT US6 FO CONSTRUCTION 8 � � g __ � � SZTE 0802 ° � � �� � - -- —�--x— n= : -- .- . � (WETLAIVD/STREAM 0801) � �� —�� – � � � � �� � -- `'� �' �.. � M-��Z NIVERT PRESERVATION �4,' \�y, � . .. . � ... SEE DETAIL H /� � � � � r . t � ti / - M-471 � > ' w SPECIAL CUT DITCH I I .. Q ,_-��-. .� a,..... '�Fj SEE DE7All B ���_` n� CtASS II RIP RAP .. � � 9'� /� � ��'� EST 74 TON " SPECIAI CUT DITCH `a �'� ' � P� '' " EST 25 SV GEO SEE DETAIL B Z � � . . . . . . . . .. . '-• kETAIN � .. ! � r:C (RANKS ONLY) � - DI � � .� , � ��. '� . z ; M_� ... .,......:. . . . �. . . . . . .. .. . . . O ; { � RE7AIN .. �-�-v-r..�, . .. ' � � _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ — _ — — _ _ _ � `. .. • _ ' - 2G ' � � , '�ti � _ _ _ _�v1�1Z9--------� ---- M-469 > �C . ti' � ..,,�,,, r,�^�- � ------- - � � - � , � _ 5"'� �,`�a� :;rw�k>� � M-A74 _ - - -C- - - - - Lii v� M_47� _ - - - - _ _ + �, _ _ _ _ _ - - - - 2 r _ �} �� ... ie __-_ W _ V W . .. IV �iJS� �"MC`H� _.. . a _ ... _.. � � � � � . - . -.. . -- RtIAIN BLIND JB C� � � ... _ - ___ _ .. 15" RCP�II � .. . M-Q$3 15" RCP-III "- � ... - 75� RCP-III 2GI T6 2G _- TB 2 � ... .. . . _.. ___... 7 ' R III � � 15" RCP-11 T� 2GI T6 ZGI V • . . .... _ . . . . . . . . . . ,.., TB 2GI . . ... . . . . . . _ ... _ . . I . . .. TB 2GI . . . . � �� . J _ I 15" P TB 2GI ._.- . 5" RGP�II _ .. -... . . � _ . _ M-5,1- - - '- - - - ► �� > > � M-53 � _ - - - - - - - - - - - - -� � ... . _ . —� � _� - - - - - s�i �. .. � ,,,.,_,.�..,_ - ^ Z . . �- -..- - - - -. C. - - - - - - - - - - - � - ► � ` _ __ � � � - - - . .. �. . .. . . �GI � / _ � � _ _ - - - F � C W j./��9 - �� _ �i�- - - � . � � SPECIAL CUT DITCH � / � � � � W _ _ _ _ _ SEE DETAIL K / � 2Gi _ _ . . . . , .: �� $PECIAI CUT DITCH J � — � SEE DETA�L K N �C ' SPECIAL CUT DITCH X� X X—x X_ W PROPoSEO SBC SEE DETAIL K xl " k�__. — Z Epa sra �.ao ar - ' . = ���� �_------�� � _ _ J , �� ---- � �;rv-�' � _— - , , _ �� CLA55 B'RIP RAP /�/�/�� ' E�P .. Z ...`� ,. .. - .. - � � . � w �� EST 2 TON / �� �� _ �� • / \ E5T 7 SY GEO , � � �� '� �� ` :� � � v � � � . / // � E%�S���RI �c � \ \\ ..:- ._.: , . . � .. . � _ ` \ � . ` -� -. �� ,. / / ` R g �\ ., . .._... L �vi � I `N�.iBp�� f'Ci8\\l�-- __ __-- � ` _ � ` � I � ', y' � _ � , _ a�o u0" � I I �. ' � � � �� < � �� � � � � � � � � � � w e* � z N. Q DEPT.OF TRAN6PORTATiON � DIVIBfON OF HI�HWAYS �� WARE COUNTY � PROJEChIbj.iQ/If.31t . � IIO/U6 6! PIZO^t WF�i' OP ��:��.� . . e+ 9R IS19 (JONB6 FYiANKLIN RD> �� CONTINUINQ AIANQ I-4t0/U6 W � 7'O NORTH OF U96f/ UB.Z6f ����� ALLOWABLE IMPACTS ZONE 2 � DATPitY// /Shcl V � 1 E� cxistin� /X'E/��X _"_` ���_ _-^ � ` ' �\ �-� X � �s m \ �� � � �&� // � FOR -Ll- LT PROFILE, SEE SHEET NO. 50 �� FOR -Ll- RT PROFILE, SEE SHEET NO. 50 � , � \ � I 50 0 100 � � s � � ro 0 � -U- CURVE DATA PI S�o 83+86.57 �= 26' 05' 53.4" fRTI D = l' 00' 00.0" L = 2b09.82' T = 1.327.95' Maintenance Items Causing Impacts Item Number RFP Re uired Re airs Pro psed Re airs Rcmovc fallcn trees at pipe inlet, repair crazked Remove dc�ris, repair headwall, � 47� h�adwall, and slip line pipe preserve pipe I � . I I � � � . �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 9 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N R- 5J .58 PRELINiIN RY I�LAN5 IDO NOT US6 FO CONSTRUCTION V = 70 MPH �.. 1 ' - - - ,_ - — � I I ( I: _-r i i���rV,�iII// ! ^`n�iil�Ii `'"� ' � ��,�;�. �� � ' --_- � � i i , � ` , / i . I� /; � I I lillllllii���i1 ���li i �� 1'�1� ��'I�- � l gJ' � �i � ,���� _ � � - ,� � g � � i i ��� � � � I i I I i I ',I I II� i I I l i �� 1VU , A��� - / / � - / � � � � - . 1 � _ � I I � VA�_��� � - � ,- 1 � \ ;° - i � � � / � - / l , � � � i - � / � i' I I \� � I I l 1 i I! I I I�` � i\���' � � � � � � � � r � �• I � -' - �N i � �f SITE �c4`i%2 � + i \ � t_� x��c I,,Tt;-x�--\x"'_`�`_-'--�p4'r�r'� 1 i- 1 �>`;i % i i` f � i � I =�i�=� r � � � � x, � � � t.. � � ,_ ` , ` I �i - „ � i ( WET.�,fI1VD/�STREAM 0801) r - �� � ' � ' � ; i i i i , i � � ' i � i � � �- ; = � . �� � / . �_ 4 CUI�V'ER7 PRES�RVATION l� r ^ ` ✓s � � 1 � ' , . _� , . _ � � i � , _ , \ ' 1 � � I i i i ,1 i I '', ' l i 1 , , \ i � -_ � I�R 47T - s� �TnID n ` I I � � i i I ! 1 . i \ ,s \ I 1 � .. � � ' -�� � � _�. � �. -� � �.� � �� . ��� ' � I i \ , ' i',,o', �., , � �,n ..> -����-�_� -�= iJ'�= - -�� � ��� � - _ - �1 i�l; ;� lo � ` '� ' � I i �: / �. . . � � � � -. � . � � � tr � � � I �, til / I -I � \ 1 1 � ` ' = � _ � _ � "� i � I / � � � A � 1 , A � c . t� �� � ' i i ° �� .�V ��" � �il = - , �_ �ii�,l�, �_;. � � I - � ' I � ' � � � � I � � � Nr471 _ - ` _ - .-�� _ _ �;- _ _ - , � � � � � � � � � � 4 . � v - / �� / / � I � � 1 � S � I i �,, \ �- 'C� _ w � -' _ 1 / C/j � � . ..' 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M_A7� _ _ � -t _ _ -� _ - ;.- - - ,- --ti� � - _ _ _ - - � „ _ J, _ - - � _ -% 2 - � �d - _-__='=--- , ' ' - _ _ _ z - �� _ _ , W __ , a - �- ,� ��- _ W .-..�_ - � . w1MH _. � r� .`L, ; � P'.,. � _�_ ..-__-._._-. _.-.. . .. . �..� � 15" kCP�ll RtIA1N BLIND JB .. . � - , _ - _ - f M-483 is° ecP-m � �- r - 1S' RCP-III 2GI - � �: T6 2G � � __- - -- TB2.. 7 'R III ___ � �. ... .. � ... . � - ` �5•' RCP-11 T� 2GI , 76 2GI � o ` � _ � � ` _ ._ , . . . ... � - . /- -_ �_: � T8 2GI .. . . . . ._ ... _ ... . ._ I. . .. - TB 2GI ' � ' ;,_ � . .. � .. ! ,..� ' J5. P- TB 2GI - / / e / � /' _ � 5" RCPJII / ..... . ` '__ - . ,- �.�..-'� /1ii ... � / . � � - � � > > .-,. � __ .. . � ' � � _ Vv � ► a� r � _- _ � - _ _ - _ _ � . � � � � _ � > . ! - 1 � . .. _ � � ' � � � . - ?�i� � � .. -� � m , Z � .� _ � ._ C� � � - � - .� r. _ � � � r � _.�-------- ,_. . 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G ZG' _ —y _ � - � _ _ = _ ^ _.. .�.. _ - __ _ _ -- _ - _ - � . - � - . - - � � � �SPECtAl6UT�ITCN Y '.-� _ - - �L,S -- - - - � - A� T . � �, _._� �y� .. � - - - _ .-- - � - __ _- ��.. i - - '� ' - � _ _ - - - - �� � � - - - - � � _" SEE...DET3�1 - - � _ ' y -� --� _ _ _ - _ _ «� r -`__ --_�� - -=r- - _ �_ ; ' � ` - � _ > � _ __ __ n = _ -- -� - - - -- - -- -- - . , , - - - - - � - - - - ' "�' � - - - N _. -_ � ``-h _ _ - --- -- i � - - � � � � � -- -_�tr _ _ _ _ �_ -' - � _ _. ,; � � � ,� _ 'SeEan��ur-oiitH -_ _ 5�-= - - - - i: i. q7 � / ��� �-`-_�`�x� - _ � � � � � � - r - - - _ _ � , - � - � -_--- - - - ...� . \ SEE- DETAIL K - � . � _:. _ - --- - - /� - � � / r I " �x�� j x �R� - � _ _ _ � PROPoSEO SBC `� \ � - . _ - SJ 6� -- .. � _ _- ' � . . _ _ . �- �,. _ - -- _ - - i �, �%'� ','�r� _ -_r-� -� �- ._. ._ � .._ . � -r'' - = -- - ----- .: l -_ �i�� x . .� � , . -� � _ � �X , `+'.�c ; .. � . . - - _ = - - � � �; =�� r- jElyO S,TA 75f50 R7 '_ � \ � _ ' - - -- _ , � � _ _ _� - _ - -- _ - - — -__ _-_ " - _ �5 % % ,a c� —�—�-- X � ' � e � - o- ,� � z ; ._ � .. '. . in ; � I ; ._ � � _ _ _ qA - _ � __ � _ - 4�' � ...i � �i��� ��=1_-�/ �� _ -` � P . ? ��� �\ \���4 ` � � 35 `� \ _- �by9.. - �0 S �- �'-"X � \ � � I � � - � _ , ,., � � J � � ' C� : �:; .. �' . .. '' . � ��, .� - �- -� _ . . \ .` � \ � 1 � .. - .. � ... ccU .. � � ,�. / f / i � �`�O _ � ( �/X'j� - �ii :.i-��� ' `��` ����w-\� �_X ` . � � 1 - o`. � ` ` • _ �c i _ � 1 � x - _ � � \ $T\2 TONIP xnv � .� / " ' ^ I . \.., .. �� � . �,j,y� �,. , ...�O�i 1 � j .� ! �"i �.`�n^.�. E�e ,.. , � .....��il �� . ..- \ :� —�-�\--�t��� .�„_c_ _,,-- , . ;,_ � �_ '�� . � � � _ _ _ - , ` I � ESr 715v GEO I � � � �� � . , � I : I � _ -- r��� ' � 1� -�-�- \ _ � . � v _ \ . V � 1 I , / � . � / - � X��` j� . / �� I � �i ca,�- ,,. � `t` . ��i , ���, �i� �� . 4/ � . `�.� � �. 1 f . � i / : % i��'� ; . `� " E siV+ �/, / �,y � !� ,.� . . - �. i . 1� i�� � ;i �� i i �. x� �'� �. �/r � i ,. � �� � s;�� � i X� `�� i i��� ��i � � m «.,� �e � ��� �� � ,�,�� ,��� � � � i � � � i � �, i i i , � � �x� � i i ' �i � ' � a ' � i� � i � �; � �i �� � �, " �.�y8 � i �--,--=, � ! —� —=--- � \ ���, � V��� � � � � � �� Y�/�� � III I� \ ��'�� hil�' � i I �H��9 lr��T�� i/ �/ /'/ �n � ,� p� p � ��, � � ,���� � ��1� ����� � ,�s� � � � , �r� ��� �— �r-=� —��— n.. ` I�nlll ��il � .'/. aiNo�� . _ -_---- I ,�,'1� "II ; � .`.•� .��� �'�� \� � \�..,� . � ', i'.� �� ,�i �'I _'--�i�).. ,....` � o � � , '� / � _ I i � ?� u� � � -- ' , , � / � i - - � � � � � � i I --r= � �� / ' r��P / i r-, i � i ,� i � , , � �'�' _ � � � �/b.. � �. � . � ' � - _ � _ A - � '- - l I � _._ � I� I� E� . , � � � _ Ei � / - � - . E%Yi �� ' � � , O / � , f s � . -� � \ \ � ^ \" 1 ��°� i i/- � _ � � . . / : � ; . ; � . �4 , / � l � ' - ��K y,s�t+e . _X i . _,. -i'��'� � I� � k" �� . �� � / / . , , '�, �! i � /- %�A�U � � � I i l / / � ' i � / I - � � '� / � � / � �- i\ m � 1 I 1 �I / � I I � 1 ����. � � � � � � � � � & � w // � � FOR -Ll- LT PROFILE, SEE SHEET NO. 50 z N.Qoewr.oF �uHsronT�TtoN � � � FOR -Ll- RT PROFILE, SEE SHEET NO. 50 � DIVIBfON OF HI�HWAYS , ,� \ , �' WARE COUNTY w � PROJEChIbj.iQ/If.31t � IIO/U6 6! PIZO^t WF�i' OP ��:��.� . . e+ 9R IS19 (JONB6 FYiANKLIN RD> �� CONTINUINQ AIANQ I-4t0/U6 W � 7'O NORTH OF U96f/ UB.Z6f ����� ALLOWABLE IMPACTS ZONE 2 � DATPitY// /Shcl � � PROJtCI RthtRtNCt NO. SHEET NO. i � ' � Maintenance Items Causin Im acts r _� -; - 1-5338/1-53/l ll I �' -u- CURVE DATA o f /� / ' `cn" S"Er� "o. , Item Mumber 12FP Re uired Re airs Pro osed Re airs '� j� �y eonownr ocsi�r, r,voanuucs � Pl5 Sto 104+33.29 Pl Sto 115+66.75 � '�# iLJ ''�"}' ��,i' tN�week eN�weee �, BS = il2' �0.0� �= 20'.5�� lLg (LT) Remove FES, add �ow�tersunk rip rap s�� _ ' LS = 2 i0.00' �= i �0' �O.ii �_�� Restore rusked FES and washed out slopes above �-, cross line, remove tree and slip line pipe P�d, rep:�ir slope, remqve tree, & ��'�� ��� I LT = 160.00' L= 2A83.66' INC'�MPLE E PLAN9 ', ST = 80.00' T= 1,053.47' preservc pipc. c�� Dm No� VSE FOR �R� A��siTTON '� R= 5.7z�58' M-59 Restcare 64'rusted pipe and slip line pipe Restare and Presenre � �= 70 MPH Repair�repl��e headwall s nd slip line pipes. R.epairjr�pla�r 6ri�ky as needed. �� PRELIMIN IdY PLAN9 i M-AGS DO NOT US& FO CONSTRUCTION � �etceminc nced €ar crossveins Rreserue pipes. 2 �� � M-454 Remove trees at FES and aver the pipe Remo�ve trees , �. � j I I /� \ � / \ � �'� SITE 1101 �� � � � � ( WETLAND/STREAM 1101 � � � � � �9 � � o g \ _ � � cv.ss u eir w,r + \ O .. � . m EST 79 TON O CtASS 'B' RIP RAP , E5T 31 SY GEO � , EST 2 TON N � (BANKS ONLV) '�. O EST 7 Sv GEO ; � � .., �� �'' i � �� OPltOP05£0 $BG ��•. ��l � � ___—"_—.�.= �..__ _ B ''m .+ BEG STA i02+32 LT . � .., ,, .. -- - . .. .. . . . . . . .. ... . .. . . .. . ... . . � � I � ... . ,. \ �. I - � i � SPECIAL CUT CLASS 'B' RIP R4P ' ,� I �� � � l , \N BI1 O �� O oircH sEE Esr z TON tv1-461 \. ,(� \ DETNL K EST / SY GEO � \l� ��` �� C1A55 'B' RIP RAP O �i ^ M-463 e� > ��"'r \ Cl1LVERT PRESERVATION E5T 3 ION � [ �4. � EST 10 SY GEO � O ,� ', sEE oETA�� H SITE II02 -asa � �'� Z Q � ' - - - - e�y" "' ` (WETLAND/STREAM ��10�,�,, s �:' ; � � � .. .. . �_ — — � .— — — � � a PROPOSEO SBG (MOT 1102) Esi 22 ioN ----�.s��� �— � � � EST 2A SV GEO -� i w � �n, ' � _ _ 2 ZQ Z EI�O STA /O7f3/LT (BANKS ONLY� . —�� � � � � 9 , M-462 — _ _ ew C � � M-458 i C � � RET CULVERT PRESERVATION \ Z ����' r _.._ m w q�N ,� ''c.1 s�ti �' r I 2GI � � � �� — _ � $EE DETNL H � ... - � - � _ . . M—d�6@- _ _ � . ;,.�-��„ . .. ._ . PROPoSED SBG o' �� �,.��� , .. „ ,, . J -... . _.. .... . "-. z�i � .-__._.- ... ' _--— . � ...� ,. . . . . ... . .��,. . . .. .. . . .... . . .. � . . 1i3+3i[r _ _ F _M _ �Piii�— _..- � — — — — — ...— —..._ — — .. . _ _ _ _ _ BEG STA � Q C � ... . 2GI _ - . — —. — — . � O _ M-459 — --——--—---—-----—--—— ——--— isRcr-m � � ' - � � � � � -- ... ' � 2GI ZGI i �� - - .. . . — a I L , R � _ � . . _ _ _ ' _ _ " i _ _ _ _ _ _ � �i . 15" RCP-III GI �� � . .. ..... U i f� �� : , W T8 2 � = _ _ J M-491 � I � 1�. � .. TB 2GI 75„ R� _ - n T6 Z W� _ 2 2GI _ TB 2GI TB 2GI 18" RCP-III TB 2GI T 2GI M-�93 18" RCP-11� N i _ i i ..._ _ l5' RCP..II . . . . N _ TR ZGI � i � — TB 2GI i � ... CULVERT PRESERVATION . . i � C _.. .. . SEE DETAII H ' � - _._ ____ _ . . . . . . . - - � w i i_ _ ` .. _ _. . � ��// j...` _ � �. /// � s — �/� / R_ J � �/ r— L�-AS.SJ. IP RAP S,a . "�/�'�/[/L/ / / E5T 15: TON. — � — � 2 PROAOSEO SBG �� � � � v' � t{ esr 3o svi ceo — — — _ _ _ (,ii U BEG STA IOI+lB RT �\` '� � -^f � REMOVE FES AND REPLACf . — � — � - � _ — — �— — _ . — — - — — — i i — i � � �q� IN FOOTPRINT RIPRAP PAD � � � _ _ _ — — — — — — _ _ _ _ _ i Z i � . � ��._ �� \ �.� TO �E COUNTERSUNK IN gZ 2 — — — — — — — — — — — — — — � — — W Q _ — _ _ _ _ _ . . . 7 i CLA55 'B' RIP P ; 0 � . , ? ��� � � STREAM FIOW tINE ..... . 2GI M—bO — — — .. . . � �' � L i E5T 2 TO S \� CLASS II RIP RAP �\ �' .. . . . .: ��.. ..• . . . . . � . . . . .. � � �� � E5T 7 GEO ^, E5T 24 TON / �B CLASS II RIP RAP � - ..�� � EST 26 SY GEO / �� EST 24 TON . . � � . ... . . . . . . . . . . � �� .��' PROAOSEO SBG (6ANKS ONLY� � M—S9 ':-\C ESI 25 SY GEO � . � _ �� 0 Epa srA ro2t�o Rr �� �� .�(BANKS ONLVJ , � , � . ,y� ���` ��� C� '� � � � � � , � �„ SITE 1102 m � � '� � - �� �, � ,� (WETLAND/STREAM 1102) g _ � ,_ Z BZ , � � �Z Ie (MOT II02) ' �� �� gZ � E I101 N � <( (, 2g . - SITE 1103 �� (MOT� OD/STREAM II01) " � \ (WETLAND/STREAM 1103) w ' � \ ��_ t � / � �. � J, — �. � ' ,r �� �_�--=" `"'���� -.� °: � I i � ��s � � �� G< —_v � �.,.,� � �f / ��__ , � ,�� � \ �� �� �r���� � � �Q �� ,-= — ��, � � ��� ���//� I� __ ����) '`� ��� �, �� � , � � � ,� , ,� � .,, , ,� .� I %� FOR -Ll- LT PROFILE, SEE SHEET NO. 52 � z N.ansvcoP TaeNerowremoH � FOR -Ll- RT PROFILE, SEE SHEET NO. 52 ��� � DIVib[ON OP HI(HiWAYb i a�o . . .. . . . \ � �� � WAKFi CoUNTY `_ � +R«� i wu> �� � PNOJEC711b7.i9/fb711 \' i � , ��, ����� �,���wne�r iMNnas coNt 2 t��/UB W PROM wesr o� �' � � �J� � ��� i n� BR 1b19 (�ON69 FRANHLIN RD> ' i�� CONTINUINd AIANQ I-I�0/UB W i ��� IMPACTS PERMIi"fE0 ON i tq�p_ ///// MOT BUFFER PERMITS TO NOTtTH OP U& gI/ U8 ff.( � �"E" DATFs07/R8/i01� i .»u� i �3� i ta�ri �________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ � � PROJtCI RthtRtNCt NO. SHEET NO. i � ' � Maintenance Items Causin Im acts r _� -; - 1-5338/1-53/l ll I �' -u- CURVE DATA o f /� / ' `cn" S"Er� "o. , Item Mumber 12FP Re uired Re airs Pro osed Re airs '� j� �y eonownr ocsi�r, r,voanuucs � Pl5 Sto 104+33.29 Pl Sto 115+66.75 � '�# iLJ ''�"}' ��,i' tN�week eN�weee �, BS = il2' �0.0� �= 20'.5�� lLg (LT) Remove FES, add �ow�tersunk rip rap s�� _ ' LS = 2 i0.00' �= i �0' �O.ii �_�� Restore rusked FES and washed out slopes above �-, cross line, remove tree and slip line pipe P�d, rep:�ir slope, remqve tree, & ��'�� ��� I LT = 160.00' L= 2A83.66' INC'�MPLE E PLAN9 ', ST = 80.00' T= 1,053.47' preservc pipc. c�� Dm No� VSE FOR �R� A��siTTON '� R= 5.7z�58' M-59 Restcare 64'rusted pipe and slip line pipe Restare and Presenre � �= 70 MPH Repair�repl��e headwall s nd slip line pipes. R.epairjr�pla�r 6ri�ky as needed. �� PRELIMIN IdY PLAN9 i M-AGS DO NOT US& FO CONSTRUCTION � �etceminc nced €ar crossveins Rreserue pipes. 2 �� � M-454 Remove trees at FES and aver the pipe Remo�ve trees , �. � j i I i� i � , i �� � y j � I / \� � i � i � � '� �� � � S' TE � 1I01 ° ° � � "', / '� � ' ( �VE7Y,A1�1D/�TI�E�1"M F1 l�bl ' � � � �� - _. -' � / � � � ` � a � � �� � � � � - sF�- _ d ' I � \ �� � � � ;y. � � � I -= i ' � r -- � � _ -' � � � z� � - ,. _ _ _ � � � � � i � 1 V ' � A / / l(i / � � 4. / � . _ . / � ' . 1 �� .- . µi� V � � �- --..,�.. ._ � I�\\ I I 1m.. O � / /// // -i / ��/� �/;, ;//� /�/ p -�.. S�` �..�E�SS\ ..\\.�.��� �,n / �. �1 � / i O 1 Ev � � � � � � / cv.ss u �r w,e i c�Ob� i � � �\ � � � � � � � , - ( ( , \ / ' .. EST 79 TON .. . . . � � \ � . . \ \ \ � O CLASS 'B' RIP R/�P - . - ,,_. � I' / / � � E5; �l SY GE1/ , � � ; / : ( . -�� \ � \ \ � � \ \ 1 � i , � E5T 2 TON � - , � ` � `a � � / , \ /� ` -� . \ \ i I I,. (BAWKS ONLY; �_� J , � / �` \ \ \ ��� ��. O � F5T 7 SV GEO.. �� I I . / � � �/ i ti / n , � 1 / / - � { - � / A � '� � � � / � � . � � - � . A ` \ � A 1 A ' � . / , � � . ' . , � � . � . . . �m ' � G STA�+32 L l I 1 1 , ' \ . �� . A � �i' i � , '.'� -� z_��,n �� �n , � � , / , , - _ _ S�� � � - � � 1 t � � ...,� �� � � � , �� � ' -�--x -� x= �� x-R-��__ _. A \ I ) m t � • � ( 4 � / . ���� /�l � \ � � B27_.- � � � SPEqAI CUT r I CLASS 'B' kIP R4P t t I ' 1 _ ` �� 6 . ��� �`�, � � , . / / ' � �., . _ � � , . . � � / �- � �. , \..slz . , � f � � � otTCH see i esr � roN t � � tv1-461 � 4�\, � ��ti ! / i � ' � � � � � � � I� Q . . �DETYdL K _ � EST / S�' GEO d 7 � � � \� � -�_ . 1 � i I�.. � � CL/ASS 'B' RIP RA j � . � � \ � \ O ', e� � � M�63 � ` _ m � � �<,'R ti i i esr a ioN i i � � \ � � � . C � � �+ ,� ti � Cl1LVERT RRESEqVATIOjJ � I : � EST 10 SY GE'O / � � / � ���� a � 'N . SEE DETAII AZ � AS4 � '� '� Z � - _ _ _ _ � � � ' _ _ - w5�- a . I � � , . � \ � , , , , , , , SITE I�02 � � � � \ � , � � O , ,A _, T . - _ , (-W�T�AND/,�TRE9hi ��&10�,�,, � ' `n Q � _ — __ �_ � � - -� :.. � y �i�. ' - - a, - t� , . --. __. �` _ _ - \ 1 I, _ ! PROPOSEO �� � , � , ���a I � .� ._ esi 2z ioH � - -..s� �" '`�\� , _ _ � v a C��. � � \ . i iv �MOT �1102) � EST z� sv G o , � -! �A � � � vJ - .. ' �M-46Z... � �,, . '�4''�` a � _ '_ _.� �N J `\ � � : EI�O STAlO7iJlLT . \ tP_ ` _ . \ .. . .. _ . .. .._ __ Y .�.,(BANKS ONLYi. 1 ��� - _ _ £ - , ` � _ 7 _ Z .�. .� .v \ �n � _ - _ ... �,. . , , _. y .ee.e9� M-458 : � y �� - - _ r � �-_. - � I � � ..�C' -- p - -�- ��: . RET � - ' ". � - � � - - - ' - . CULVERT PRESERVATION . . � \ Z f�'� � _ � - _.. - ,_ _.. _. , Al�y � _ _ _ ;P` � i I 2GI .__ .__ . ... -. ". '" . __ --. _. .. � .� .�.�. . . - A. . _- -� . � ` _ - - � ', - _ ,` SEE DFTAlL H_ , . F,� i �� �� � ' . Nt=-��-.�.__� L' � .. ' - .. . ,-7��_ _ � _ . - - _. .J � $�i h�g� ���) � \ � , , - - - ` - � � � - _. ' . � -_ �- - -. - -''- _ Pf70Po5E � � � J r � J . ... . .. _ � . �,, ,.. � z�i � . _ . .._ - � . _ . v. __. , . � �i� _ , f M �Pii i j . ;;� - - - __ _ -� . . ' _ _ _ _ - . . _ - - - - - BEC STA 1i3+3i[7 i I � .. _ . . . .. _ , . . --� . - - - _ . . r _ - - _ _ _ ' . . _. . _ - C � � � .._ �_ . � � � . ...- � - - - - - - - - \ „ 9� . - - ' . �-- - - - - - - - - - - �� �� � �.. �, Q � -. . s�i M-459 _ - - - - - - - � - _ � = = - - - - - - � O . . . , . .. . . - - - - 15". RCP-111 , ^ V ♦ ' - � � ' - 2GI ZGI i'� �'� .... . . _ -,'. . .. . . . a s � I 75 U ' � �i R CP- I I I G I . . . . . . . � - _ ' _ _ _ _ ' ' i � � 1� R . : �� � .. � ___"__ W 7s zci - - � ':. _ ; _ _ - J s - - M-491 ' p ' _ _ _ _ _ _ _ d m � _ � 1 � . i . .. TB ZGI 15„ R� _ n - . - - ���- � T6 Z Wi _ ' _ 2 T' TB 2GI � TB 2GI 18" RCP III � ' 18" R P�I N � � ' 2�i , _ re 2�i ��,. �P ii ' r z�i M-493 , ,A _. i v, .� � y ._ ._ , . TR� 7GI .. � � � - ti - � - � i i CULVERT PRESERVATION '- . ' TB 2GI - .- i -. __. � - ._ _-__ _ � � _ . i W �. .. . SEE DETAIL H . � . . . . . � � Z �, _' . _ ,_ _, y :L , - _ r� - y ', — >� - - - _ '' ���� ' ' _ J ,+ � � �'+�� / LL.l�S,51RIP RAP - 2 � ('S _ 'I, r EST 1 TON _ � � � _ _ _ ' ' � i _ _ i . '° ;, "��//U � - _ � _ , ^ PROAOSE� SB6 �- � L/ % /�` - EST 30 3Y GEO . � � -- . _ ' __ V I � � � -'- � � � �, �: � -�,, �R, -- _ . - - - � � - -- - -- - BEG STA.ISI+lB RT � � - " �` "'t -r . ~ '�._ �..�. .' - _ - - - _. __ - - - - ' ./ /�''''T`' - ---- za„ ` . Z .. • . . ♦ '\ � \ \ .�N FOOTPRINT� RIPRAP-PAD _ _..- --. _ _ _ _ _ _ _ _ _ - _ _ _ _ � � f _t_.-� � \ ���.:�� � STREAM FIOW LINE ` -'� _ ' �- " � \ - - - � i CLA55'B'�RIP P ti� ? � � \\ TO BEECOUNTERSUNP�ACE - -Bn ` ` ' ^ '�_r„v,^ \ 2GI - - - - - - - - - - - - - - - - - - - v ', � - -1 � _ --. ' /J �" -, 60 i Q ` EST 2 TO � ; � � . � � �/ . � - . CL0S5 II RIP Rl�P ' - � - - _ :.. ,. :. � - ._ . _ ... �_ �. -- - - �. ^ _ �� .� _ .J '-' . . _n^. �. - �`"�- i�J � �0 - � � � esr � oeo � � % � /� � - - _ � m _� ' J �/� _� �.._ E5T 2E'� TON / �p� � ,_ ` ...� CLASS.JI RIP RAP �, ' � � -:.: - - . �� -. .. . _ . � � �__ '��' � .S� '� ' EST 26 SP GEO � / \ ... \ � :..EST 24 TON � �..' ?`' /. � -� ... � . . �.. � - _ _ . - _ _ - _ _ . ' _ ' - ,� _ e�/ S '- _ e9' ,�� ��/ .: „ ESI 45 Sri GEO �/' \ l.. � . _ _ -. :_ - , ., -. - _ - - _ - -��/ 1 - . . . PROPoSEO $BG I6ANKS ON1aY� � i M-S9`w�. \'� I �;� I ' 'i � � I � : , � -'�� � C" _- - . -� � I / ' � (, . . � . � � � � END�� STA /02+70 R7 \ � � / . � � .. . ' la�,NKs on��v� � i ,. � � � , / '� � � I ! ( � - � � - _ � _ - V J. � ` - � � � f �.h � � .. i � I 1 � � \ � \ i r i ru i � - �� = _ / _ � � � � � ` ` � r ��� �`ti.� � , ` , ` �� , � � � � , , � � � � . . � � � ; ', � � � � � � � � � , � SI7' 1102� � a � �� � � � � ,, � � ° � � � , �� � � , ` • � � � , � , � ' ' � ( W�TLAND/STREAM � � 1102) ' � ,, ,_ '� ;5� � � -, _ _ � ' - � ,� ;� � , ' � � . , , , � � � � � � , � � , � , � � ' , � . .' _ ` 1 ; , _ , \ `�__ , �� �\ _�� �, � ,' G`- (M�T II02) j � � ' ' �� � ' � , � ez � - E 1101 � � � , � � � �� , � � � � � , _ �— �� �- , -�.,-'�; � �� ' � � �� ', - - , ; , ' . � , ; � � � , - � � �� �-�.� = � _ x.c - � ' _ � � (WETLAND/STREAM �ID�J �� v � � �e � � IT',E 1103 � �- - �� � � � ��,� 30 �, � a35 . _ . � ' � �, � � � _ � _ � � � .. � _� � ,(�I�IOT�IIOl) �_� -� �. ,�` � _ .�/ E 10 ., � ,_ -_ -_ , ' � ` , � �, ;; �' � '�,� - � , � ErI'LA , � b� '��. '= ,� , ,,��,, � � � '� ,' _ tAt ,STR AM � 3 , � � _ � � � � , - r- , ( .- - , �� � ' � � � ���t�. ,� � � � r� ��� _ ��-,� ��ti � �_� �_ �� � ��� ��iii' �' �� �� � = � `\ � � ` � �< —�_=� _ i � ; i _ � 5 � � � � �� � �''� i � �� �� � � � i � ���1'�� � � w ' ; , ' a� , i � � � . -- `� � � _ � � , �� i � ` � o , _ o /� . � ' �» � � � � _ ' � � 1 ; � '�� 11I I O� \ /-�* i / . " � p l r/ ���p � � � � - . i . � � , ��/ � � s � - � i i ♦ � � ���\ ��+`O � � � �1��,�(��� � ���1���� � �. � - . _ - � � , � � �� i � � 425----- � � � � � - � ,r, i � I %� FOR -Ll- LT PROFILE, SEE SHEET NO. 52 � z N.ansvcoP TaeNerowremoH � FOR -Ll- RT PROFILE, SEE SHEET NO. 52 ��� � DIVib[ON OP HI(HiWAYb i a�o . . .. . . . \ � �� � WAKFi CoUNTY `_ � +R«� i wu> �� � PNOJEC711b7.i9/fb711 \' i � , ��, ����� �,���wne�r iMNnas coNt 2 t��/UB W PROM wesr o� �' � � �J� � ��� i n� BR 1b19 (�ON69 FRANHLIN RD> ' i�� CONTINUINd AIANQ I-I�0/UB W i ��� IMPACTS PERMIi"fE0 ON i tq�p_ ///// MOT BUFFER PERMITS TO NOTtTH OP U& gI/ U8 ff.( � �"E" DATFs07/R8/i01� i .»u� i �3� i ta�ri �________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ � � �' PROIECT REFERENCE NO. $HEET NO. i s ' � � . - ,� 1-5338/1-53/l l2 �� � -U- CURVE DATA -RP4B- CURVE DATA -RP4C- CURVE DATA o i. ��yy y/y ' ww sneer No. i N A� k�� lii �;: ROADWAY DESIGN HYDRAUUCS � Pl S�a 115t6675 Pls Sta 127+0382 PI Sto 10+42.77 Pls Sto l2flOJ9 Pls Sio I1+8596 �, ` f "'!'i�./ ENGWEER ENGINEER I �= 20' S0' 11.9' fLT I Bs = 0' 36' OOA" �= D' 5/' 45A" fLT I As = I' 0/' 39.3" Bs = 4' 00' 24.1" � .` �_ I D= P 00' OOA° Bs = P l2' OO.U' D= l' 00' 29.8' As = 5' 04' 57.5 �= 2��' \'� ��tA�11TE � R,5�1 IN�M[PLF E PLANg � L= 2A83.66' Ls = 240A0' L= 85.54' Ls = 204A0' LT = 13j37' oo No,� usE FmR rw .��Qv�s,TaoN I T= 1A53.47' LT = 133.34' T= 42.7T LT = 124.65' ST = 66.70' o� �', V= 0,y1PH ST = 106.68' V= 0�PH ST = 79.53' p PRELoNiINo RYST�LA N5 � Z -Y3- POT Sta.1D+00.00 S * p -- --� _ �n 6 � N X . h :\ I I � . / ;'.� � '� x x � � N I t � �r; � � . . _ � � _„' �_ -Ll- POS Sta. 126+15.37 = v°j O - __�.,, -Y3- POT Sto.12+95.42 ,o -_._; � SITE 1102 - - , _ _ � o (WETLAND/STREAM 1102) � � E'P x �--� � � � " -RP4e- cs sro. �o+ss.�a � � p + .3aio� r,a,�£a -LI - CS Sto. l25 +96.95 I. O � � � � ^ �...— 'a7D' ACCELERATION E � 1 � 4 � � Z � ��nss •g a�r an - 5a PR°P°s£° sec -Ll- POT 5to.125+10.70 = 5r � o • Fsr � TON � Epo srn iv+ai�r _ Q esr � sr ceo �$ M-452 sP coNc -RP4B- PC Sto. IO+OOAO f47A0' LTI N � � MEDIAN 2GI SPECIAL CUT DITCH * � L � � a. � s � . . SEE SHEET � AR SEE �ETAII 6 . . . . . . . .� . , . . ... . r. � 1y � 2GI � ♦r�— _ _ _ . v/ M-4S5 ` � � ` � RETq�N � � � C _ _ C _ _ _ - _ - _ _ - � � `F'� ._ .' ' ' Y�A-451 _ _ _ � � � � � � � - - - - - - - - - - - - - - - - � I � .._----- - _ � � � _ � tiW 1"� """ 2GI _ _ _ _ i � — . . � . .. . � - -- - '" p T1 J � ------------------- _ � r R � � _ I � � � _ � -RP4B- _ I � a % � r ^ «— �, _ � ,— � � - � _ ^ -L/- �1 � ' � _ _. �� P-I I � TB 2GI . . . . .. ... - Tg 2GIM � � .,: _ , - .� -u- _,- M W. "°'P(" � . 7� ZGI ..__�� ... �� . T6 2GI � � R,Z .. ' ... 2A" R- Nt-49$ ��,, p..11l TB 2GI� ... �n 2�1 W �� N � ' RC -lll T6 2GI 15' RCP-III � r 2 �y �`7' �1 $ TB 2GI �� � i�l � �y _ ro sci � ` -RP4C- N - 11J -- � , W Vi FUTURE AUX, Lbi'E � . __ � - . . . . . . . . - � . . . .. '�► - - - -�- — o T _ _ � J� __�► __ _ � �1N0 t4'FOPS `�i ----------- . W � ---- — --------- N �y g� ''�P GUARORML N � � - Z ./C' '�'�f-/.c/�/f/ . . . . A� N . � uU J �.i,� _ ,� r £R erniN _ _ - - - - - - - - � W 2 u� �'���� - - - - - - - - � - - - - - - - - - - - - Pli0Po5E0 i�EO/Ny COIyCRErE BiIRRIER �ci M-64 R_ - - - - - � * � . _ .. _ � , AA�2 - - � _ _b 7 - - - - - - - - - - - - - - - - V �`��� - ------- --- ` � � � JGI RETAIN ,� RP4C- TS � � --^�� V�� CULVERT PRESERVATION . � �j � � � � jOO'TAPER � SrO. �O'�'�JZ.�JJ � � ", . . �. � ��. H SEE DETAIL H � .. � . . . . + � z � .. � � �, Q 5 80'Il'l2J°E (J � ,_"� w RETAIN 2GI � BZ 1 ��� CLASS IIRIP RAP REMOVE FES AND REPLACE � � EST 2B TON (N FOOTPRINT RIPRAP PAD RETA�N JB 8 15" RCP-III '-- �?8 EST 29 SY GEO �O BE COUMERSUNK IN -u_ PQT St0.�2f�.�.C.I6.�5 = .. . . (BANKS ONLYj STREAM FLOW IINE n^ �/-�^^ .: �CI.ASS I RIP RAP -RP�- ST StO. IO'FOOA/V �9! .W' RTl . SITE II02 EST ,' T°" EST 30 SY GEO � .. O J 'a/� N�� E` c ....� ` (WETLAND/STREAM 1102) ` � � � '� \ .: O E1P .. � ,.>; , f_: � � � �� �� ;\ qf — �,�J3 � � �" ,�- � `�� ��� � � -Y3- POT Sto.15+0/20 / ���- � 4i� --,� � -i�� � � / � � , ✓ � .� � � � , ,� v i �i {� � '/ / � / `` J�s_ / FOR -Ll- LT PRO, � FILE, SEE SHEET NO. 53 �' ��`� �� � g� FOR -Ll- RT PROFILE, SEE SHEET NO. 53 � �' a FOR -RP46- PROFILE, SEE SHEET NO. 91 w _ ' z `" FOR -RP4C- PROFILE, SEE SHEET NO. 92 Mainten�nce It�ms Ca�usin �fY1, [i�$ N.C.D6Wf.OF TRAN9PORTAT[oN / � �� � ��'� .... . .. .. . DIVI9ION OP NIOHWAT9 �� Item Mumber RFP Re uired Re airs Pro osed Re airs `°"�� `°v"TY w&' PROJEO'15 15 3 38 /13 311 �O O �oo �� Remo�e [rees, remo�e FES and replaee ����� nuowns�e iN,ancrs zoNe 2 u0/us u rRon� wsar oF �w Remave tre2s aver pipe ared at outlet, replaee FES, � M•61 wilh standard riprap pad, & preserve �� andsliplinepipe 6R 13I�lUONEBPRANKLIN an� v.�sr� ��� � IMPACTS PERMITTED ON CONTINUIN� ALaNa I-410/US W +R- ///// MOT BUFFER PERMITS TO NORTH OF U6 6i/ U9 S6t ��' DA'IW.�M/]e/70l( � O � � s � � � -U- CURVE DATA -RP4B- CURVE DATA Pl S�a 115t6675 Pls Sta 127+03.62 PI Sto 10+42.77 Pls Sto l2flOJ9 �= 20' S0' 11.9° fLTI Bs = 0' 36' OOA" �= D' 5/' 45A" fLTI As = I' 0/' 39.3" D= P 00' 00.0° Bs = P l2' OO.U' D= l' 00' 29.8° As = 5' 04' 57.9° L= 2A83B6' Ls = 240A0' L= 85.54' Ls = 204A0' T= 1A53.47' LT = 133.34' T= 42.7T LT = 124.65' R= 5.7z$.58' ST = 106.68' R= 5,6�.58' ST = 79.53' V= 70 MPH V= 70 PH -RP4C- CURVE DATA Pls Sio //+8596 Bs = 4' 00' 24✓° Ls = 200A0' LT = 13j37' ST = 66.70' � 0 0 N �� c�s � � Z I � . I i � i � �Fs�cv eulcn sFavreEs -Y3- POT Sta.1D+00.00 r - g � � , -- --� _ ,n � � � � � ,, 1 �, '�� / �', ' . � � N � 1,� y.A . ., � � � � � � / r, . --�- � � _ I � I 1 . i � . � � � � � . i � � �'" FQ= ' � i h � , i � V � �� � iI/ �� ' I �p �, � ♦ �-`r�' � � � , �♦ / t �I I � �„ � � 1 � � � �- � ; - .�: / � I I I '� � � O� �� ' . ' � . x _ _ �,J .. _ A�� . / , � � -.. � i � / _ � x � � I � f � � • �1 I�! i�i I� � N � � - - - - - �� _ � �` - - >>'i �� � �� ����i; ���� �� �� � � � �� / `�_ I _ _ I I I � _ _ I �� � � li i " � � � -� � � � _ I P � i \ ... : � �F � I i , � , � �� � � i , , � -Ll- POS Sta. /26+/5:37 = � � � � � a� O _ � ` �� i� , �rii, i ii� � _ � , � � i � i i �� i �' i � i �''' -Y3- POT Sto.12+95.42 .�� �i i � O � _ ���—H� �� , _ � � i d �, , � � � � � � � � i _ � � PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l l2 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELINiIN RY I�LAN5 IDO NOT US6 FO CONSTRUCTION !1; \ / n . � SITE Il�� � _ • ti , , , � ; � , � � , � � , , , � _ , _ = �� ; � � � �_ c, � � p � , E�o� � � � , .� . o � � � - Er,� � �-RP7B- CS�Sto. 10+85.54 � � 4�� � � ��� Q � YWETLAND/S�",�ZEAM 1102� � ' , � � � � � � _ ,._�.-, � jIXYTAP �! i � ,� � W � , �� �� _ �� , i � � ti � . � V � q . � � � -Ll- G'$ $/O. 125f96.95 � � . � � % �� � � £R 1 , I _ � � �_ .�� -' � f \ \ � e � I :'� ( ^ .. :. . "_ "- �_�� � ��� � �i / / 4 \ � � .. � `R70'ACCELERATION � � - _ _ _\ � _.. .., _.. ._ _ � � 1� �� � ! � / .- �_ �/ClnSS�'e'R�P R � Sai -�:.�.��.� ` PROPOSEO SBG 1 � � � , -�_. '� , - - - _ _ _ ' __ - � ,` _ _ _ _ _ _ _ _ _ _ _�' - �. - Q Fsr 7 roN _ ` � � NI'D-STA lllr8/LT � � � - - � ` - - - - - - - - - - - - _ • - - _ _ - _ - _ _" esr � svi ceo - i - - _ ' . sP CONc _ ` - s, ,_ P/Q+QOAO 4%00� err — — N _ ���, L � � __ ` ` i � �1i-4`J? MEDIAN ZGl � �. ���' � 1.�f0 � _ O _ _ 5l !'� ._ _ � _ ��� - -- .. -�O. � � INl-41i.; i .. $EE SHEET i�A�.SEEC ETAIUT�DITCH ._ - � ,_ � _ - - _ _ � . _.. . . ... - _ ' � � � . 2GI � � :� � �' M�455 _� �-, �� --- ,. � �_- - __- -.--. __�� _ - _ : � -� � , � � _ RETq,N � � � , �,. - c ��_ � a t ; �� _ ' _ � � - - _ __- , _ � ^ - - - - - - - - r - _ - � v,n-as� _ - _ , -: .- , - - - - - - - - - - - - - - - - - ' � � ---- - _ - , - - _ � 1� _ 2GI _. - - � _ _ _ _ i .� � _ _ . / . . . . � � � � . C � h' O T1 J i�'------------------�-- � � ,- — H T R :�.___ �n � I � _ � � - . �- - � -RP4B- ; - � � � �- � ,_ � a -- � �. � _ , ^ -[i- _ _�, � - TB 2GI -. . ` . . . . .. .. / c � � - — --- � i ` - e , � � _ , -- W _� -oP� � i� ZGI __ `� _ �� a �� RC ,�yll 2�'�'� ' T6 2GI Y s 75" RCP-III ..' m.�` J �► �y '� M-495 ��,. P.ui rasc� W �- --- . 2 _y fn7' _ � � � � / / TB 2GI �� - ' �y _ -. _ - ro 2ci � ��� . . —► Vl_ .��.� �FUTURE AUX,Lbi'E � - -._ -.._ ., . - ` �. . . � . �y------��--- �► AND t�fFOPS `�i � . � � - � ----------'-..-----_ . � � --------------- ZW PROP,�ARORML � �N n � � � � , C`'�'`''//,�);�/r�� � � — � � c�cit;, �����`i� - _-- - v � - �r err �� - ' J � .. . �, � / ' ` ... - _ � _ _ _ � - - j. N 7GI i�1-64 RETAIN _ _ � � =s. _ _ _ .. � . . �'�c-�� ' ...� � _ ` ` � ` - - - - - - - -� �EO/Ny COIyCRErE B�IRRIER � . _. - - -- -- — - - - - - - - - _ _ "_ ` PROPoSE _ e. ,_ , ♦ � - V -.. .. . �. ;. _ _ . _ _ _ _ - - � _ _ � . . , ... ._ - - - - - - _ � � . _. e, r - ._ .. � ""' _ _. . - %� x �. ` ` a .'. _ '., . � _�,. , , �GI ��z - _ _ �ETAIN- -~ d - � � __ - - -� � - , F� �M��'`y .��. � ` .. � � � . �. - _ ' � , � - _ - - � � � _. _ - . . - ,- . � jpp' T APER -' _ . - Q � L'y� �\ ` ULVERT PRES RYATIOFI. O .; � � �c�� � . � - � :._ � -� -� / _ _ _ . - - - - - . - .- - .. � \ �� `. � EE DETAII H . �. -� � � � i \ . . IO"-r' _ � Nv �u _ �+�s'7v '� s' ` 1 � \ C SS II RIP RAP � � � _ ' _ .. � / b - � i � - _� ! _ . - - - - _ ._ ._ � " - _ � � � , � � . - - � �l - � BZ " � �p �� � 1 . ��� � 1 I � , � �O . _ �.� �� - . � � I Ll _ ... esr ze roN o H'� cournSRsuNrc�iN� � � � '� .�I i � / � �� .�/ � / � ��-�� .� � � � , i � i� ��. - ` . EM VE FE$ AND R��GE / � �-z� (BANKS ON Yj STRE M FLOW LINE 1 I / . � �� I '� / I/�y - I I I - POT S%O.12S'f'9EJS = �� / ` �sT , P i �, � i � , � ' -._ etnss i eiP anP i�`i / � � ` � RP4C- ST Sto. 10+00.00 f47.00' RTl - Q < �- SITE 1102 �� - Esr 30 ° �Eo -`- - _ - � - - ,—��� —,_x� � �.�' �,�� ' �� � ,� ' � ' ' �� � ' - � \ w � i (W�TLAND/ST EAM 11 2)� � � � ---,x� , -x�-�����" � , �� ^ - ' , - �-- - X �u --�_ � -- �' - ,; _- , � , i , , , �s y _ � � - '� - � Q�b- - � � i � i� i � � �� � O � / i i, � � r . r. ,� � :�. �' �- ,_-__-'- _�� --=_- --.� . �/ / /� �_ _ � ��% , / . � � E S � J , � � ' . ` � ( I � � - . i i � � \ , R�i(/ \� ' ` � . � / � � - - /�jZ�7 \ . _\/ � � / //D�b �� � _ � i . / , / � . � . . , _ , ���� ` � OZb� ' c'Z�'�^ _ il, �ti i � / � -_ y5b - � _ � � � � _ , � _ _ � � � � . 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D6VT.OF TRAN9PORTAT[oN / �W � (1+�'�In��i1�nCE: �tQ1715 C�91SIh �f1'1, dCtS ��'�' .... ... .. . u�v�srotv or x�aewnre Item Mumber RFP Re uired Re airs Pro osed Re airs `°"�� `°v"TY rRaecmisueiiun Remo�e [rees, remo�e FES and replaee ����� nuowns�e iN,ancrs zoNe 2 u0/us u rRon� wsar oF � 6� Remave tre2s aver pipe ared at outlet, replaee FES, wilh 5tand2rd n r2 � andsliplinepipe p pp��'�`p�e3�"'Q 6R 13I�lUONEBPRANKLIN an� ��� IMPACTS PERMITTED ON CONTINUIN� ALaNa IJlO/US W ///// MOT BUFFER PERMITS TO NORTH OF U6 6i/ U9 S6t DA'IW.�M/]e/70l( � � - J h l P-III � I -U- Ta z�iM = �= M TH 2G� � � _ _ _ r o� "" w-RP4C-. � N , W 0 � _ � _ _ _ �* � - _ Y � _b __. � -RP4C- T$ J Sto /0+52�9- . � ? 5 �80' Il' l2J' E (J � � RETAI \ 2GI � RETA�N JB 8 13"--�WC�-IH- - � i �' . ��,, , �,�:_ _aiF �h' �� X E1P� i / � � -�� I� . � q6J � � ! / , ,���; � 1 �� ��, `�� -'" � �- � �.a �- �'/',� � ' '--� �J/�_ � � /, / r . 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"'_ ; `�.. z` __- .��,.'__ __._-__'_ _____-- -.- -_ ; � 1 I Y= h � , ��� ._ ' p � c _ _ $ �`f II � Afc��."_ _Y��� `#l,�• . �� '��/_ ,o : � 1 _ . � . . . .. ,;;'r , �' ..c T SITL 1302 . � (WF_fLANIlYSTRF.AM, � 1302) Ro i s s I '. ;"�-�oi ' L:u9e, ��� .. � _ _ , k ui �ao i - . n �o �uo i s s� I A4 nten�M C� RGMWAf Y � 1 / � , r ,' � M�s 5�6/5'z0/eS 4 SI ��0 frtTl Bs 5�6 ��AfA � Sr1'iY�f � . . o I � N' �� �t Pa I Fs FFi n ..temNUMv puad p� poaW� . � PISla24�9131 FOR .x.a.D-PROIlE,S,.SHEE'� NPoC NRyE OATA U Lf/ME OAlA � B �= Z6ZZ4/.flRT) PAs Sla II�8596 PISIa i �2I66 Pls Sla i6+GBl,� Pls Sla�p N9J0 PISIa 23*3I23 '� '� `� Pis Slo iD�0362 P�SIo i50+3U9 tx = 2bm O= 5/z3�3' u= 2blri u= 24q0O' 0- 5'S45&I' Bs = 4D]24J' 0- 359301fR1! Bs - 44Y24J' Bs - t45'2BT d- l%5i'23fT(LT! r p: � � Bs = 036'�lD' d- 2/<0'4g/ftT� . ' tT . 16�.V � 28(T9' T• 5pN LT � 60i3' = 4396P ts = c"WM D= GW 24f ls = ZOOD7 (s = 2WD3 0= 446'2&T !� � ' .. Bs = ll2'CDO 0 Q30'RJII � ST = BQOY' T= i432f'p1 ST = Bp�7 ST :�J2 T> 22.3�/p LT = 1333T L- 34814 LT - i333!' LI = i3339 L- 31398' � � - - �� Ls = 241D3 L 4336.CV ,��.'"`�� V- K MPH V= 5D5M/'H ST = 667ff T= 1I52T 5� = 6670' Si = G671' i- IBB52 ^� lr = 13334' T 2J9425' F=IA N i '� Si =IWLd' R- 45�9/6' , y= 60 PN V= PN •� - V ]0 MPH -' x I vo. cou.m. . „�,.,.,,,,,.,,...,- ,,, ., . � ' � GRAPHIC SCALE „�oy, . , � � „ ., .� -�. .., a�,�o���.W .,... i � ,� . ro�,w�o.w�,�,�.aiyu ofu , � � . . . . ,,. ,_ .. =o s �o i o r. � � �.. _.. . . _ _ � ��p aEo T o.it PLANS � � z � s � � ro -LI - C( Pl Sto /50+3/./9 p = 2l'90' 48J' (LTJ D = 0' 30' OOA' L = 4,336.00' T = 2✓9925' R = I1,459✓6' V = 70 �PH DATA Pls Sto 172+52.95 Bs = 0' 36' 00.0" Ls = 290.00' LT = 160A0' ST = 80.00' Maintenance Items Causin Im ac#s item Numher RFP Re uired Re airs Pro osed Re airs M-� 12 Grade and ssabi!�r.e ereCing sliich Add sianp>rd r��.nrap pad. �1� RepairlasL2'ofseparatedpipe,siiplinepipe., RemoveFES.addcauntersunicripraw replace FESand remove lrees around p;p�e inle[ pad, and preservey�ipe. Heenove [rees. M-R4k Repair5logBwasbavt Repair5l�ppe M�nZ Repla[e wish dra�nage s'ruccure and replace 12�� RemovB funncl Crain papew�th 15" pipe Z � Z8 g \,S o ��,s � * �� � ! Z �9 `. j8 � t SITE 1 SDI m � � � Z� � - .. .. . � � �., . � O- . . . �� . .. . .. - ... . . . � SITE I501 (MOT 150D/STREAM 1501) CLASS II RIP RAP E5T 22 TON EST 23 SY GEO �6ANK5 ONLY) 8.79 FGS 18� CFS CLASS 'B' RIP RAP I � . I I � � � . �Fs�cv eulcn sFavreEs .; b PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 15 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 CLA55 'B' RIP RAP �//� � CLA55 'B' RIP R4P CLA55 '6' RIP RAP O �. E5T �TONGEO 'S ��. / (�8��m EST STONGEO E5T �TONGEO EST �TONGEO � \ � � s7-'„ �� � PROPoSED SBG �� --� . � '�� - ��� ��� SPECIAL CUT DITCH O O . — . � ��. ���•� �� �� ... SEE �ETAIL K O E��aC6 vo+8rtr � � � � . REMOVE " \ \ I `�� REMOVE g�� �Mp � \ � //�J /� PROPoSEO SBG � C � � . REtP\N Z 6" CMP \ BZ 1—� �� � '�, .�� \ 8E CMPE 8 CMP � � _ � TA /BO -. � � � _ M-442 et -��.-� r..r /, . >�' � - - � � -�----_ � `�_ � � � � _ _- ► ^ aerniN �------ ------- - M-443 �� � _ _------- --Tv1�4 -�IJ�4��------------%t35' -�-- - ^ �. _ � - EIyD 5 +8/ LT _ ... � r�'�� ', � M - - - - - - 1d��[3g r � _ . . . . . . .. -- .- _ . . � . . . . ... ZGI � 2GI . .. 9 ._'---__' 2GI _ ._ _�. 2GI � N � vI — - A H � _ _.' _ sF� I r— J TR 7GI " ."'- T� 2GI T� 2GI �— - -�,- -- _ ,- J I G� M-SQ$ M-rj�9 - � - - - - - - - - - - -� TB ZGI . 15" RCP-I�I - - - - M-S��T� 2GI 75" RCP-111 I � `^ r `�+ ---------------------------- U CULVERT PRESERVATION � � SEE DETAIL H - � W . 2Gi 2GI 2GI w � 2 �\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _2G1 _ - _ _ _ _ _ _ _ _ � � - _ ' _ _ _ _ _ - _ _ _ _ ' _ � ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N C � C ¢ C . . .. . � .. � . . . � � . . . . . C w ez z (/i W .. .. . - � . . . . . . . M-�OB �.. . .. . .. . .. . . .. .. . .... PROPoSED SBG . . .. � � .� �. �� � CLASS IINIP RAP � i D : Z M-109 BEG STA i74+75 Rf � '�'��� �`.. `1 —� Nv ° � z c�nss n eir enr w � �..... � ,_�'� , f " E5T 39 SYO GE � �`� ti�'l . \� � ., a ,.� EST 20 TON 7 J � —... �s M-112 �I � � � � � esr 2i sr �eo ` 2 `� �. \� ��� �BANKS ONLY) CLA$$ B' RIP RAP J V _� C�WSS 'B' RIP RAP REMOVE FES AND EPR IAC ��-"� '� � �� �� \ \ �y`��? � E5T STONGEO = NOT SU6JECT TO EST 1 TON �JS �����'��l � � � RI7ARIAN BUFFER RULES IN FOOTPRINT 21PRAP PAD � �. _ � `;�� X L � ' ' �y � � _\� � � � � PAl7PO5E0 SBG EST 5 SV GEO 70 BE COUNTERSUNK IN � - 4 STREAM FLOW LIN[ � H _ � � ENa sra isz+�5 Rr Q � � � � � � _: _ �-� x E � -� ��--�: � � � Y - , . -� _ �� � -� ��,. � s _ � < �N �N J < - _ - - - - - - - ; z?e �� _ _. _ — E E . .. ?8 � \ f . � .. . . ' � X— . \ m� . .. , .,.. . . , .. . . .. . .. .. .. .. .. .. .. .. \\ ? _ _ _- , _ _X—X—x—X x—x—� o � s � �, - (--==�I � I--=— � 2 , � . �ti �_��\ z Ze ��� \ _.. �JI ��{;�Jr �_________------i � "� J � � . . � � ; �� p \ \, � V � � I�r I� _ .. \% � \ !�° \ �, � % ��,, � .� � / �� �,� ; �, , ; �- , ,} , N.QDEPT,OF TRAN6PoRTM'ION ���SITE ISOI � ��/ FOR -L7- LT PROFILE, SEE SHEET NO. 57 ,��>-T,�TTT."' �,_��wao�� iM,rn� , umeiort oP H�caxw.+rs � � '� FOR -Ll- RT PROFILE, $EE SHEET NO. 57 �� WARE ��NTY (WETLAIVD/STREAM 1501) vnwecr. �s33ei �s�i� ������ 4LLOWARLE I-MPACTS ZONE � u9/V6 6( fYtOM WFB7' OP 9R 1519 fJONE9 FRANRLiN RD> IMPACTS PERMITTED ON �T�NUINb ALONd 1-UO/U9 6! ///// MOT BUFFER PERMITS TO NOR7'H OF US N/ U6 S6/ OATEO�/'�/20t.1 , � � �' PROIECT REFERENCE NO. $HEET NO. i s I � � - 1-5338/1-53/l 15 �� � p�' Maintenance Items Causin Im ac#s p /j f yf''� �� ww sneEr No. i —L�— CU'1yE �ATA item Numher RFP Re uired Re dlf5 �f0 osed Re �airs N :�{ j p_�ii= ]:' ROADWAY DESIGN HYDRAUUCS I Pl Sto /50+3/./9 Pls Sto 172+52.95 v—r � w ENGWEER ENGINEER � •t` �i �= 2i�� �i8�' fLTJ Bs = 0'36� �.i% M�-� 12 Grade a d ssabi!�r.e ereC �g sliich Add sianp>rd r��.nrap pad. � .`'� �� `--, ' D= 0'30'OOA' Ls = 290.00' � ��A111TE R,5�1 IN�M[PLF E PLANg � L= 4,336.00� �T = 16�.�� �1� RepairlasL2'ofseparatedpipe,siiplinepipe., RemoveFES. addcauntersunicripraw uo Nar use eox !w .scnuis�r¢oN �i j='2✓�i�rj' $T = 8�.�' replace FESand remove lrees around p;p�e inle[ pad, and preservey�ipe. Heenove [rees. � � R= 11,45I9/✓6' M-na� se ai�s�onewasnav� Repair5lppe PRELINiIN RY I�LAN5 � V— 7O I{�IPH p Q IDO NOT US6 FO CmNSTRUCTION Repla[e wilh drainaRe 5'ructure and replace 12�� Q' I M-�nZ p+pew�th 15" pipe Remove funncl drain 2 Z 0 > � O O O O + Q� �O � H N I r— J I 'a' r �' W W _ N W Z J _ V � Q � 8 0 y � I \ � , � ; � ' ` ', � , � � ._- � `/ _ �' �\ \ � � � i � � � �y�;_� �J �Z 78 � Z8 \— . . � `% `` e .,� ��''..l _ . � _ ,�..,;;r,�,, � . _� � � �z � �/ �iy��/�\� , r /� r � _ _ � I '\ � � , g \ �, 15Ui� �, � o � _ � �,� , _ _ ,� � _,� ��_ � � � v - - � � � � ��� J ��_�'� ,�' , ;- � , \ �� � � / \i; �� . . . ......,..� �� � SITE lSOI � � ' � ( WETLAIVD/STREAM 1501) \ . • �_ 'i-?�_ � _ — . . � �, � � R �e \ 1 \ \ \,. , O O O O + M QO � H N I � J I �O � � W W _ N W Z J _ V H- 2 � � �' PROIECT REFERENCE NO. $HEET NO. i s ' ' 1-5338/1-53/l l7 � � N. p DEPT.OF TRANBPORTATION , ��,� - �i � DIVI610N OP NI(7�iWAY3 0 " � � '� WW SHEET NO. � Maintenan�e Items Causin .. Im BCLS WAKE COUNTY O � (J�� 4( Nj[f'�� ROADwAY DESIGN HYDRAUUCS �i Item Numher �iF� R4 VIYEL� R@ airs ��O 03@� �� � BIPS VROJIX.`T:163T8/I�yll N �� ■� �`��., ! �1 LR �� ENGINEER ENGINEER � RP�13[B C[�]��5Cd �IuR1C �ipt� {.ipprC�cih1�Z[OIy30' I�OIU6 6f PROM WF9T OP � ` ��^� �`'�-' � � iN•11� flllf�P CO I3F lNR1GVE:I; !ti[]di! SIti�@. (7 i 6nwrt's3u k} dn�k r a r sli5' e. 8R I319 fJONE9 PRANCUN RDl ���,�pn�TE � RS�Ff '� /�� conrT�u�Na wwNa o-uo�uaw � IN�A'dPL E PLAN� Repairlateraldiechandslopetocuovert �rp NORTx OP U6L(/ Usj61 uo Nar use eox !w .senuis�r¢oN 'i Mdnorgradingrequiredandrepai�apprvximaEely �� � PRELINiIN RI' I�LAN5 ' 109 nf chamlin& fen�e Repairla�eral di�cB and ti'+ingwall. Remove erees behind wing �� OATE.07/2B/2Dli ' fv1�118 wall and repairROW fence. Realign � � SIuPP COCulve�l w��l�'gw3II, f2ffl��OUP CfnP's Il2ifiM1d IDO NOT US6 FO CmNSTRUCTION i W��i$ Wlll 3nll Fep31�FP.nt�. 3IfP2f�l IEB��IIg [O I1P2fFwdIl, dfbf�efoTlOf \ ���`j`T,`� -. � . . j , banks. fSee Sheet2-ASf 6�a�� � � '� M dZFi Re�lam w:ih drai aqe siruct�ire Rem�eu� tunnel cirain J \ � M-ft32 Repairdi��hand ripr�p wi�M f3b'oq Hepai+dit[h Wi�h riW rap,�fab�C 1 \ ����� �.LLOY✓�BLE IN,P�CTS ZONE 2 Z 0 > � 0 O O O + � � � Q H N I � J � � e—� � W W _ N W Z J _ U � � SITE 1701 �: CLA55 11 RIP IiAP ON STREAM BANK ONIY � � � \� v \ �,� � \ \ g �� � � � � 0 I mN \ .. \ . N� \ �� \ m �, � \ r' \ Ir. �..,.-. . r....... . /�� ,. / ��% - � � �� � �` � � \ � N O O O O + r r N Q H t/� I r J � � r � W W _ N W Z J _ V � 2 FOR —Ll— LT PROFILE, SEE SHEET NO. 59 FOR —Ll— RT PROFILE, SEE SHEET NO. 59 50 0 100 � O z � s � � ro Nlaintenan�e Items Causin Im acts Item Numher RFP Re �ired Re airs Pra osed Re aies M•117 ��`Place c.p�nsed llume piae {apprncim�a�ely3d ��lurne [o he remwed; repair sl�pe. 6owrts3u e} dnu re eir slo' e M�+nor radin re uired and re aira Repair lateraldiechand slope tocuovert g g q p pprvximaEely ly,ingwall. Remove 4rees behind wing 109 nf chamlink fen�e Repairla�eral di�cB and fv1�118 wall and repaarROW fence. Realign slupe mculverl w'ngwa9l, rerreaue [rnes he3iirod wmgwill an�l rep3ir9encr. sirean7leadang [o hearFwall, arrodermor banks. f5ee Sheet2-ASf M dZFi Re�lam w:ih drainaqe siruct�ire Rem�eu� tunnel ciriin M-ft32 Repairdi��hand ripr�p wi�h fab'�C Repai�aditCh Wrth riW rap,�fab�C N. p DEPf.OF TRANBPORTATION DIVI610N OP NI(7NWAY3 WAKE COUNTY VROJIX.`T:163T8/ I�yll I�OIU6 6f PROM WF�T OF 8R I319 fJONEB PRANCUN RDl j L�DNTINUIN(J AIANQ 1-N011ly N TO NORTN OP U6 L(/ U6 �161 '� OATE. d7 / 2B/ 2Dli � � � �� � � � � � f\ ����� �.LLOY✓/�BLE IN,P�CTS ZONE 2 \ � � ,t 1 �. � i ' f7fSl/'yN�BiliL' Sf'kJlCES PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l l7 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 � \ \ \ I � , g , ,�, , - � � � i � i r i � � , �; � � o � , =n� � �%=r=`� i i � � � � � mc� !\ �i , - � - - � � � . \� � , � � � � � � / � � � � � N � �\ � � ���, i 0��� - - i - � _ � � -g / I � � I � � / I � + � � � I -- � ,� � ' � , , � g �' i , , � ,' N�� ' ` � ' ` � � ��' I, ' '\ �. � -' , ,A /.�d; - - N ,/ , I ' I � � � � � _ /� � - , ; . ' t � / . c�nss u xiP anrl 1 :� 1 � I �- � , i'- � ? . � � i � � "' / � � . � n '�� � I . � r SITE 1701 � � � QN STREAM BRNK ONIY � - '� I '... � �' A� �, � � - � - ../ /[[� .. _ / � / � ti � " _ ; SIT�E �702 - _ ; [, , � � , � I J ESI 20 ION � � p , � 0 / 1 . .. � � / . ' , (WETLA11lD/�TREAM �1701). �T Ze SY �EQ , — , � , � ` ( WETLANI�/STREAM 1702) � ��'i — — — Ex�s N� � ' � — � I � i � I � � ` �'�A-432� —� t � � i , ,. � _ �����--x�5bz , . O � � , i � _x�� � _ .� 5 � � � � � .,� � y ,, � � � ��, ' — � � _ - � _ , i O CtASS 'B RIP kAP ' ; i '� � � � � , i � �, � " � i � � _ ` � , � O � \ . / ES7 2 TON . � � \\ �"� � � I ' / � " � / 1 ESt 7 57 GEO .. �. .,_- � .. . \\ � 1 � � � / O� � I ' � / � , � ' 1 � � . �` CIASS 'B dIP RAP ; / SPEQAL CUT D14CH � � ,i ' / , / / r 1 ..�� .- �M-A30 `.- � \� :-_ � � � � *�1� '� CLASS I� RIP RAP � `E5T 2 TO�J � CLASS �6' RIP RAP SEE DEI'AIL K � - - � O � / —� " N" ,_�1� , ..: a \ . � - -. r �� � \ ESI 21 ION � EST 7 SY GEO � EST 21TON / � / ! - �.' � : � •( M� , �. _ �.�� .-' _ . _ _ . -: .. ' _ - -/ �_' � '_ �' EST 22�`SY GEO � \ '� , E5T 7� SY GEO � � _, _ _ - _ _ _ _ _ � � / S' � �._ - -� - - _ ! A�-_ �.`�-\�,'+,�. _ . _. '._- _ _ - 0 1 i � �� " - ? � ,, �,_ -Y - - _ . ._ - -(BAItlkS ONLY) I � _,. � .�_ . .. .. . \ � �'. ._..� �i.Nh�.-, _, ._ - . ._, .._ � , - - _ _ _ ._ . BZ-.7 . . . � .' ' _ _ _ � .T " - ' _ .- ' .. � q " � _ _ _ i�(� - - _ ._ � T � <,..: � . ,_ \ .. � - PROf'45E0 SBC Z� ... c . - �- - -" . � �. -. ... _ _ ��.-- ' •� -. ti _ ,_- _ _ _ _ _ . . " PROPOS£DSBG' - - - - - - - _ - _ -_ - r . - - - �,_.. - � _ � �. _ _ � � _ .B£C STA�i98+82- LL _ �, -.,, ._ „� � o - . Z z's�-' � -Rerttovg ox rttica�li� \ - ��� � ) � ReMova ox- . � ��_ ,.� ,., .. _ _ � . . _ . _� --- . . . j ._ . � � _ _ _ . _ _. � �,, � � / � �' � . _.. _ . � � . . . wcr�wC END 57A 2177+56 L7 "- _ - - . _ _ . - - �. -' �C N .._. �:; - _ _ _ - - r � ..�-`t_�� -. . . _. - - - P � � � ._ _ _ . . � - - - - - - - - - - - � - - - - - > - - - - - _ M' 428 - - - Iv1-429 � � ��.� - - -_ _ _...- - - - - - - - - - J � � � - - - - � 6 V � - _ Q � - - - - - - - - - - - =-�_ _,_ _ , _ _ _ �- - - - - - - - — - _427 _. ._ � - - - -------'-- � » M — _ a � �— " � I/� N 2GI � 2GI � 2GI ..�n`� 2GI � 7GI v+ ' ` _'_'_"_'_'_'_"_'_"_'_"_'_'_'_"" _"_'_'_'_'__ '_'_'_' '_'_'_'_"_'_____'_______'_'_"_'_'_'_'_'_"_'_'_'_'_'_ " '_'_'___' _____'_'_ u v I � `_ � y � r JM=515 / '� ,s ecrali QSF J _ -re z�i _ - Te zci ,� - -- - - ' _ .,, _ � �S"' �- TB 2G1 " - _ -.,.. .- T8 7G � COLVERT P SERVATION � ' ' ` � � � � � - . .. ' M-516 see oeTnu H � ,. - � � - . . . .. . , ` � W \ � W W � � W � 2G1 � i � 2GI ����.� 2GI / 2GI 2GI /�.�- V I . . .. . . � � . . . . . . � / - . . . - ` . _ . . N _ - _ _ _ _ _ _ _--_ _ _ _ _. - _ - e. . . . .. _. - ,�- -� - - - _ ._. - - y�... _ �.. .. _ _. _ -�. . � ___ - _ - _ _ c c = _ _' _ _ � - � � _ - _ - _ _ _ - - _ _ _ _. _ _ - _ _ _ _ � - _ - � - � W �. :a - _ _ � � _aew�ove oR Niuc�ui -�'�� _ _ _ _ � _ --_ - _ � _ - - - - _ � � � ' _ _ _ ' � - - - � W � -, - - - �,. .-, �- � "` -fi� i , a _ _: " - -� _ - _ _,r'L,,, 1� - � - - �-- - - - - - - - - .� - - - e. � �-�i. � \��\'S. �5{ �TR�V�tE ACIGNMENT -� _ . � . . . ' _ _ _ _ _ . � _ � - ., _. _ _ _ _ _ ' � ,_. \� �� ".� \ ROPoSEO SBG \ / .. ,_„f" -/' .. N _ Z Z _ .. . -��. _ -..L ._ ,. _.'..^. _. _, ._ l _ ' - ._ - , _ � --_ ,_ _. _ ., - ..: � ' l � yJ � - - - � _� . --- - � �_ ,_..:., t odraP�� hFei`�3�ns- .� . _ - _ _ _ - _ _ _ _ _ ' � ,.� _. �... END STA ZU7+54 RT � .. �. _ _. - _ _ _ - 2 - - - _ _ _ �j y I ZG =�'� \ _ SITE I / OI � - - � l / � - � ' f � LLA55 'B' $IP-8AP SPECIAL CUT DITCN ( - ' J _ _ , � JT '- '�' r � 7�%]�� ]��` �nC ^J t, C1A55 'B' RIP RAP Y� � � e ES%210N ` SEE DETAIL K' 1 Jr � '� � - - _ �\\/� �� --�M-117 M ��5� � -' - (WETLLYl�'lif�Tl\LiALYI I /OI) ...: EST 2 QON �� �.��` - -� E5T 7 SY GEO � \ � SPECPAI CUT DITCH � U/ CLA55 '6' 7UP RAP � f Z� � �` ^ r f CLA55 'B' RIP RAP ESI / EO P CLASS II kIP RAP E DEjAII K L � : EST 2 FON \�` � � St � y;� �-��{i'�'r������ � � / E5T 2 TON � \ \ \� � EST 221 ON ' � . � r Q �-.. \� / /; ��� ��{ '� � I � / i �. -.. � 1 EST 715Y GEO / - V�`--' .OA FLS , � , \ mi EST 23 $Y G � � _ / SE E5T 7 SY GEO \ l� �f�' ' l'� \ , I \ \��� \ t. �' � �/'fj't' \ \ ' � e � BANK$ bNIV \ \ � � / � \ CLA55 B RIP RAP / �. . � .. I � � Q.o= 71.60 CFS ... . .. . .. ( .. ' , . \ \�\.4.'• � �5!/ �CLASS '6' RIP RAP EST 2 TON - \? � � `� .., � / \\\\\\ '" JN/ `lr.. `� \/ ' E5T 22 TON E5T 7 SY GEO: / . /:__e / � . ... / ,,. -.._ � J ..; x- ��� � � ` "—'_x `X � / + � . _ _t� . �� � _. ' , �.J.. _ ..r, � ESr as Sv GEO � . . .-a�i- . , / �� '� � Ix �`'<. . ��� � I � � �. k. `� � ���. / �? , _"` ` Y �.. �.../ \\ � � C\ �,a:` �.. / i �.' . ,... - � ` . � \ m ..� l � _ � m -° ����s�� ��`,�' �ti �, �� �� � �__�- � �- -�� �� --_ A�,�� � , � (W T DSTREAM IZO� ��`���, , , � � .1702 ' ' � _ / �� � —�— � _—_ / - � �� /�� i � � E, t.AN / � _ i i / `i � � , � � :_ - � I� � �__ � � , � ���i . �, � j � i i ' �-�s - _ � � , ) �s� , �_� � osp � . � - �x �w _ � � � � ��� �, 'd � 1 i � , �, ` � d � 3, � i `� _ I ° -�, �_ \ � � � 5�--�� . �, � r - g.� � � � , � . � i i� �� A� � p �� ��J - / I I J �e? � .. , ^ .. /�� . . /. � �_ Y- . _ I / . ,� / '\ � � - �� ._ IC . � \ � � i �y , f1� i 7 � m Z!' � / . . / / � / i/� �� i \ � . ' i(� � . � ` \ . � i _ /� 4Y � _ � � i . . . � � ' 4 � ,, , ;, x - \ , �_� ;� �_ �, �� � , , , � � � �� ' `, � � _ ,�;' — � , '�� , ' � � , I , ', �-� � ', g2 . �j - � .� \ �� � �.. �__�- — — I � . ' . . � , � - �� � , I . .� .. \ \ � / TC � / \ \i�� � �/ FOR -Ll- LT PROFILE, SEE SHEET NO. 59 _S�i / I I/ �\\ � FOR -Ll- RT PROFILE, SEE SHEET NO. 59 � ""2 /1 � � � �, � � � s � ro O K Pls Sio 11+40.06 6s = 5' l3' 52.9° LS = ZIO.00� LT = 140A6' ST = 70A6' -RP6C- CURVE DATA Pl Sto 13t76.42 �=/6' 28' 06.7" fRT I D = 4 58' 56J' L = 330.59' T = 166.42' R = I,150,.q0' V = 55 MPH Pls Sto l6+10.60 Bs = 5' l3' 52.9" L5 = 2/OAO' LT = 140.06' ST = 70.06' -RP6B- CURVE DATA Pls Sto 14+p4,06 6s = 5' 09' 23.8" Ls = 2/6.00' LT = 144A6' ST = 72A6' -U- CURVE DATA Pls Sro 236+8232 PI Sio 258+7638 Bs = P ll' 39.4' 0= 40' l9' 4/.2' fRT) Ls = 240A0' D= 0' 59' 92.9" LT = 160.00' L = 4A52J1' ST = 80.00' T = 2✓14A6' R = 5.7 7A0' V=70 PH ^ O 0 N �� N m a z I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l l9 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 - � ___ __ -- - -- _" � r �� �1 � � � ti�� � �,.,�1 p . . �� SPECIAI CUT DITCH - . __�� " O SEE DETAIL B g - .-_---i� . � w � � � J UY � J � � � � � � � � I . . . � � . F� � . Q {,y'' ; ° N a � a � � �� � � ��° . � ��� ° � . �� � ° � a ° �' _, � - � _ .a �:- � � � ,� o � � � ,ryr.�, �� ' � JVIACE TRANSISTION O .. _���� ' 27CbY � � - � SYONE AT OUTFALL �y`1 �.� -. . � 'O � OFDRCH _ � . . ' . . � CIASS 'B' RIP RAP �' �� O O � n \ SPEQAL CUT DITCH ����EST 1 70N . O � ' e � �. SEE DETAIL K EST 5 5Y GEO 0 �..- � ...,. �"�' ,- \ `F, _ - - , . P .. �ETA � � 0 � �: .. � .. . - - .. SPEGIAI CUT DITCH � � � "-...�,�-� . _ - - .� _ -� - - _ - - - - - � -� - 'N 419 Q �� SEE OF7AIL K . � � _ _: .. � lv . . . . . 3ETAlN_.��-�����- � � � ' / � - .- - *- __ 0.ETAIN � �f � � �`. ^ ��y_ '�• �. C �y1 .., _ �_ _ _. _ _ �-J , . � .. , ,.' �� 2GI � - _ _ _ �. + � ,-� - - ► � > ' M-420 — N � _ -----��-- � . ..�� .... �_;. _ - - - - � �- �' M-421 . � N � 2�� _ _ _ — — �.�: ____,—_�� H N — � � - ------ — N Q _ \ Z _ � H � _ J tn �' � ---- � ----------- __ � y ' I q� ... . �-� � � . IS' RCP-III TB 2GI O � � � ' 36" RCP-III g 2 I-A - J Ta ��� N I T�2GI " . � . . TB 2GI-A M-527 36" RCP-NI� 36" RCP-III . . ._.. . - � � � - M-520 W ,_ ; _ W � ' ----------------- ------- ---------- - -------- W---------------- ---- — — - � -------- ____ � N T . . �- � -- - " � SPECIAL Cl1I DIiCN � �CIAL CUT DITCH � � w 1'A- �G� SEE DETAIL K SEE DETAIL A �i v, 2GI � ► - _ _ _ _ _ _ _. _ _ ._ , ._ � . -. _ _ C _ _ _ - _ _ _ � . . � _ _ �_ -- ` . . � _ C -__ _ a C '_ r M 122C W C - � � - - - ' -REyyOVE OR PLUGFILL � - � ' ,„ �^�-�'- � . .. . . . . �'� . . � . - _ _ = Q�@�'�,PJ J h✓� � _ . .. �.. T M-1226 ^=��� SPECIAL CUI DI�CN � 1 Z� , . ' SEE DETAIL B . . . `� PZ� . ' � � -� � �.�P C M-124 � Q n ` � � � � � ��'� J SPECIAL Cl1T DITCFi � � � � � � � � SEE DETAIL 8 '� �,_ � � � � � � J� � � GULVERT PRESERVATION � SPECIAL CUT DITCH Q�F,`��� � C . � U l � � -' � � SEE DETAIL H SEE DETAIL 6 ... P O ^ � � � \ Q � �-� _ � `' � � _ � ��� � _—�- � a' . ` ' ( m S -'_ SLT l7 ITON RAP /\ e2 z�.�p� � � _... � . . . � � �' � �... ���: EST 16 S7 GEO � ' \� C Z .i �... ' IBANKS ONLY) ,.. l�` ` � ��\C\�\ � _-_ .:- "� `- - - _ -., i_ :.� _� .�� :. _ m,� �,� � \� .. ��'` . . �� I �. .��+.� ' � : �... : _.._� - ' _ X � . `� yy. �� ` '�� d� � \ \ ...�. '� � ��\ �'' 1 x p � , � � M-723-� �� � � SITE 1901 X � � P (WETLAND/STREAM 1901) ' ' ��`������ �� x ��� `�_. -` i P $ l � w a,�� x �` �'� I�/I '' I "' FOR -Ll- LT PROFILE, 5EE SHEET NO. 61 x I FOR -Ll- RT PROFILE, SEE SHEET NO. bl FOR -RP66- PROFILE, SEE SHEET NO. 94 N. C. DEP'C.OP TRANSDORTATION �, uiv�oN or x�oxwwra FOR -RP6C- PROFILE, SEE SHEET NO. 95 - WAKE COUNTY � Maintenan�e Items Causin Impacts � PROJEb7F16R§/14311 �O O �oo �.o�ua s�aaon, w�r oF �� �, ��"� �� �� Item Num6er RFP Re uired Re airs Pra osed Re airs �`� I � \ 6R I3I9 40NE& FItANK1AN RD) CONTINUINQ AIANO IMiO/US W Nj-j2� Repairlreplare damagedpi��pe and sli�+line Preservepipe To NoeTx oF u6 W/ u9xW VAAA� nLLOevnn�e Ir�nPnCTS zOn�e 2 DA7'Fwa7/}B/ 1I � s � � ro O z Pls Sio 11+40.06 6s = 5' l3' 52.9° LS = ZIO.00� LT = 140A6' ST = 70A6' -RP6C- CURVE DATA Pl Sto 13t76.42 �=/6' 28' 06.7" fRT I D = 4 58' 56J' L = 330.59' T = 166.42' R = I,150,.q0' V = 55 MPH Pls Sto l6+10.60 Bs = 5' l3' 52.9" L5 = 2/OAO' LT = 140.06' ST = 70.06' -RP6B- CURVE DATA Pls Sto 14+p4,06 6s = 5' 09' 23.8" Ls = 2/6.00' LT = 144A6' ST = 72A6' -U- CURVE DATA Pls Sro 236+8232 PI Sio 258+7638 Bs = P ll' 39.4' 0= 40' l9' 4/.2' fRT) Ls = 240A0' D= 0' 59' 92.9" LT = 160.00' L = 4A52J1' ST = 80.00' T = 2✓14A6' R = 5.7 7A0' V=70 PH ^ O 0 N �� N m a z I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l l9 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 , , � � i � � � i , • . / P/ /_ . . . � � I I , _ . . _ / _ . _ _ . J. _ _ ' � � � � ; AF�RIAy , � � � 1 — -� % _ � �� V I � I 1 ' ' � � SPCQ VCUT IiCH � � � � �/�/�� � / / / / � _--_- ' � � � - ,{ > = p . ' . , � 1 � � � �(i � ,r��^T't'J � �� O � � ' � � � / � 1 � l i /� ' / � � 7 SEE D¢1"All B � � � g � � / / � �.' / � �� � � � , i � � � . � ; � � �h � �r,�� '� �,��ti F..� � � � 1 , a-�� � � ' �� i , � � 1 � � .n',^j'"'s` /i R �/� ; / � ---- l � . � ta' t� c�l _ � ' �/ , �/ � � _ � � / - �,�� � ^� � '. � ��( '{� � � Q�' " � � a �{�� �'� t�1`.`_��. ��' '",'�' ' �• � � � i - - _ _ /�--�=ti�'�" ,, . �, ,._. . „ .Ex�sr e � �!����`E� "' "' � . ' � �� - ,. � , ,. � . , - / , ����� �� � �,�_ ti, �" � . � - � � f.,��:, . . . • . . � � . , � � �,,,�0 . . � � . Sron,� n�r urF � i �� -'°""�-' . . . �� , - � -- �- � - - - - - - � .- , /� i y � _ � - ! - � - - - - _ \ . W � /Vi� . - ` __ - - �_r ,�� - _ � ' ' - - — _ . _ ' ' l_ � ` /t� . OF DfTCH O LL l � / � \ ! - _ . � � < _ _ � _ _ __ ' - _ _ - ' � _ � _ - - - � s sno 4 � __=- -_�35- - - ''` -- - _ ��' �- _ _ - - -5- _ � ' � � cu�ss B RIP'RAP .. - � _ - - -- _ -�-- _ - - - - - ` - - - ,. ,n, .... .� � _ _ - O - __ �-� -- __ - � �_ - _ _ _, . . � E T 1 TON / ..� _ -- _ . - O - �- _ uY � . _ .. � - . - -_ _- _._ _ _ -� ��_ -_ � _-- - - ' _� �- - � -�' - _ - .- . �SPECIAL CUT _ � -'...EST 5 5Y GEO � _ ' ' � �.�i.r. � _ _ -.. =��C1 '.-__- - . - � - _� _ _ _ - _ - _ _ -- .& - �_ _ _ - -_S€€�DETAIIK� . i -�J�i . - � ' _ _. __ _� - - _ --,". __ . - _" _ � . _ - . - - _ �- _. _ _ _ _ � � - _ ._ � _ � _ - - - -��� - - ._i�J_. _ �. - _- � - � � ._ �N " - - O .-� � � _ � ... : �. _ _ _ _� -- - -�� _ _ � _ � _ _ �P - .... -� � , � "- , � ' RETA � _ M-4IJ� _ ' � _ _ -' _- _ _, . ��r - -]S-- �- __ " __, ___ -- �5. - _ > _ �_ _ _ - - �a --- � _ - -' - - - - .. � . � � � � �. _ _ _ _ - C _ _ _ .-- _']C _ _ ��. i� - - � ._. . . � _ _ _ - __ '. -3c(j- - - - _ - _ - � _ . _ � ' _ ' ' _ � _ � T _ - - _ _, _ _ _ - - _ - _ -- _. . ��. _-_ - _ _ - -_ _ _ I _ " _ � _ _�.. . _ CFf � O _3 �r- _ - - - �� - _ . - - - - - _ _ - � r _ _ _ - - - - - - _ � - � _ _ _ - - - - - - - - � - _- - - � ' SPECIAI Ci1T DITCH '�� - _ - � - . - � . . . . _ _ __ _ _ _ .. . r _ _ O �.'�i_ � - SEE DETAIL� K � �I` _.. � . --�. , s _ _.. ._. �. - � . . G� � _ _ _ _ _ _ _ TAIN_ _ - _ _ _ _ � ' _ - � -. .._ ... . _. - _ . _ - - — - . _ . _ I. '� .�. 1 'p- _ _ _� _ RETAIN - ' _ _ � l = -4 z ' - . i �� E�`"� f li - _--� `� , :� _ � + _ -_ -- .�--- -- _-_ _ __ __---��-- --_ J , ' M-4zo � --- - -. -�- _ - .^ _ :- _ � - - - ='__> � _ _ _ M 21' N �--- 2��._ --___>_�� �` _ � N_---- � � ` ��2 - ; Q ` Z H �� � � � � tn N ----- e _ _ . _ ------------= � � A ' I � \ . . _ - _._ ._ . i' IS" RCP-III TB 2GI J � ' . . ' 36" RCP-III . _:�; �:_� -.i ' -�, __ -� ..� B 2 I-A -' TB 2GI � To2ci " _ M-527 ' TB 2GI-A - 36".RCP-tIk- �' 36" RCP-III . � - � --. � ; ni-s2o , -. _ ` '� / � � � � � � � M N � N I J I O N � W W " � ---------------- ---- — — - — ---------- _ ------------� _ _ W � � � � � w—"_�_— — T� -!_—__—.. . y' i. - . _. _.... v, . � 2GI � ► � - _�._ _ _ __ _ -._ _ _ _ _ _ .C..- �� ' - - ' � -REyyOVE OR PLUGFILL � - � - .. � - - - � - _ _ 2G1 : "�r.sru". 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".. ___ �V ' -- — _— ` - ,- . '" � _� . _ � �_ . c' � �' ___ �_ _ ! � � - _ ' - N s5.n�2eze "� � _ '� "--- -- ----- � .% - - ---- - _ , � �, ,�,;o --------"------------�_ --- , � .,- - _ _ _ -�..- ' �� � / � . �� v� '____' ' ,¢ . . /" � - �` '_'__' . _ ' 1 �-- _— . � .. . t,�,,., . . _ - r " _ _r' _ _ _�� I /� .� �s _ - . - - - . _ ° I��-..� .. . � � M.��S � � � . .f, .... � : ` . � ' ' � : �"'� � � .. � � (Wl T�NI)YSTXF.AM 2002) � �� � - '- �, � � ,, � __ _, --__ � ,� '€, �� _ , , 8 - ' . a ` � �'-- =---- _----- . - r � I R ------- - - _�� � I I __ . . __ , , �� fJ I ,z� j� � �� � � � � �� , . za _ � .. v SIlF Ol 3 � /�/ � � �� � � o,,, � � , �- — --_� �/V} / vreox —� \/ / '-y� �_l�/I/ ����\ I ��4 \ \ / \` I� • '(- . __. / � � �- . \ \\ \\ � . � . ._ . \ \ \ 1r \ `� . — — — .. _. _ -_ _ . _ . _ ". _ •' x c mrr.re rxnmmrmxe� , . . � 1 �� orvre�ox oa woewen �, . ,. ' iu�n �. -. �. � \ Rov � a�v �mm�r �• ......, .. .� naaecnrcoeiuv � � �„�,�, � � � .,., . , � z,53 m �,,,�.,�..�� �, �o� , , �a� �.E, �o h , ro���,d.�da,.�,�.. „Eo�. m.�,m e o,.., �.. 0 t r,�.,,, =�K �� �R� � s�EEr .o a� E, -RP6H- C11/ryE DATA -RP6C- [UME DATA -l�- LUIiVE OArA -Y6- LURyE DAiA -flP6A- CUIryE OATA -Ha6O- CURyE OAiA Pls Sla l4+ � PiSlo 16�2i25 Pis Sra 18�31H Pls Sra 2/�2521 fYSra 24+622L9 Pis Srv i6+l0ED Ns Sk 2i*2 PIAa 23�4J9J MSIa 258 T�59 PlSla i�367) PlSro ��a2A0 Pis Sra Ni66D2 PlSra lH*�5�g Pis S�a n*n0/ NSIa 15i5575 Pls Sla 19+39.9I Bs = 504236' 0- S49b.3'!LT! Bs - 504238 es - B5o23]' 4= 4l29'S2'�RTJ BS = Sl3'529 Bs = 543'� �= 3dr.3��rGTi p= dvBJ'bSlRT) p- fW'llfTitri 0= 85T51.4tLT1 Bs - 25i'572 0= 341'4/IlRfl 95 = �(A'lHS d= 2Z'N'l43(tT! Bs = 3'34'A6' Is - 2I6q0' D= 4e'G'28T Ls - 2/640' - 2i6DJ 0- 8/YOi4 Is = 2qar C¢ = 2ebM D= 446'29T D= 057558 0= f4C582 O= 2I3'42� ts • Z<aN' O= zzi'Hfi 9s = 334572 O= 3WS16 Is =�/.G' L7 � N4A6' L= 2B9D3 i- M4D6' T- iH�6 t- 5066T i= NOAb` l7 - I60D9' l= 28681' L= 4A382B' L= 60G/2 = 32656' LT - EpD2' L- 5158Y Lt = t1�0[A' L- 6cv9B' LT - 133.i6' Si = I2Ai' T={Y�v25,(p' � Sr - Zpi� SI - 12,E' T- ZfiS,Wq�' ST = IOld' ST - B008' I= H4O3' i=?JW92 T= 405/i' T= i6462 ST -�JDZ T= 28p92p9' LI = lell' T= 3NA5' ST = 66SY y=� M/'M V-� NPM V• 35 PN V= 7�0 PM R= 3,Z/5Lb' R= 2JWN' V= 50 M� �_&� V'� Pn S7TE,�1,q901 MOT Z OI�IREAM 1901) 0 o , p - , + � c. ch N Q � 1 J P � W N -� W Z< I v Z ,u,e o� �,�, ���,� � y , �_ (WET�ND/STRT:AM 190q `N' ��� � _:., �-�"� - _ _ , -.__ _ ,»�- �_, -� _ _ _ = - - _ _ - x es n� zsz e � _ _ __� _ , _ ,,_ �: , M.,:o �- --- - -----------_---- �-_ . .. � _' , a �� _ ,� , '_- ��� .. � � ,z> �E ' �- - - � _ ' ' �� 8 � S[r� zoot / j: . _~��— t = ���r e�' / k .n. . NI . \ { , � � �� � ��\\ �\\ � _ �� � oo _=,s s �� , � , -RP6H- CulryE DATA -RP6C- [uME DATA Pls Sla l4+ L�i PI$IO 16t2125 Pis S�a 18�31H Pls Sla 21�2521 PISIa 2If62D9 PIS Slv 16NOED PIS Sk 2l*2.3.96 P1510 23�4J9J Bs = 504236' 0- 1j49b.3'!LT! Bs - 504238 es - B5o23]' 4= 4l29'S2'(RTJ BS = Sl3'529 Bs = 543'q'65 �= i3dr.3�'rGTi Is - 2I6q0' D= 4e'G'28T Ls - 2/640' - 2i6DJ 0- 8/YOi4 Is = 2qar C¢ = 2ebM D= 446'29T L7 � N4A6' L= 2B9D3 ii - M4D6' T- iH�6 t- 5066T ii = NOAb` l7 - I60D9' l= 28681' sr = sz.a• r- u�szs,(p�� sr - zcx� `sr -�z�s- r- zse,arq� sr =�ot� Sr - emg r= w,anv� y=� M/'M V-� NPM V• 35 PN <! _ __-_ __ _ F a , Jzr ,� ` � �� , i. if � �� y ' �` � 2 � � �,��,,, "' �� -G/- LUIiVE OArA -Y6- LURyE DAiA MSIa 258 T�59 PlSla i�367) PlSro ��a2A0 p= dva'Yb5'!RT) p- fW'llfTitri 0= 85T51.4tLT1 D= 057558 0= f4C532 O= 2I3'42� L= 4A382B' L- 60G2 = 32656' i=?JW92 T= 405/r T= i6462 R= S7 R= 3,Z/5Lb' R= 2/Opqi y =70 PM \ —_ \ i � i � ���� � . �--si�oo2 � . � (W1:TLAN7)YSTXF.AM 2002) i �a �ao cr:►a,nirE �►sa�r $ � �,l�� ' � �<t� I � � I � ��' _ / ��--� _ � ; - � � _ _� � _�ti, . . � ,� o .�..��,t. �..�, _ _ �o� '�Pa� -flP6A- CulryE OATA -Ha6O- CURyE OAiA ro - Pis Sra Ni66D2 PiSra lHr�5�g Pis S�a nr�ip/ NSIa 15i5575 PI5 Sla 19+39.9I FO" �16L Bs - 25i'572 0= 341'4/IlRfl 95 = �(A'lHS d= 2Z'N'l43(tT! Bs = 3'34'A6• "1O�'� ts • Z4�tp' O= ZZ3'Hfi 95 = 334572 O= 3WS16 Is = 2fA/.G' �T - 6pD2' L- 5158Y Lt = NF]Ltl' L- 6cv9B' LT - 133.i6' ST -�JDZ T= 28929' LI = ell' T= 3NA5' A= 66SY R= 2,pp OJ ST =&Ji' F I V' 50 MPn V'� Pn "°. � � �' PROIECT REFERENCE NO. $HEET NO. i s I � � - 1-5338/1-53/l 2/ �� � Maintenarrce Items Causin Impac#s �o ,� ' � ��' ww sne�r r,o. �� -RP6D- CURVE DATA -LI- CURVE DATA w /�/� ROADWAY DESIGN HYDRAUUCS '� PISio i0+26J5 Pis Sto ll+7i.07 PiSto 258+7638 Pis Sto 278+94.93 Item Number RFP Re �ire�d Re airs Pr9 .o�ed Re airs � `t k`i'`t EN��NEER EN��NttR ', 0= 0' 3l' 33.2"lLT1 BS = l'00' 18.3' 0= 40' l9' 4/.2" (RTJ B5 = l' ll' 39.4" M•13a Pipe ia tao shallow. Replace if possible Repla[e pipe to new 2Gt at harrier `f' ' � D= P00ry'20.0" Bs = 3'39/�'/�53.2' D= 0'59'429' Ls = 240./0�/0�' ��n�TE ��r�y IN�M[PL E PLANg i L- 52�V LJ� - 2QO.VV' L= 4,052.IP �T -�6�.VV� ��� DO NOT USE FOR � W ACQUISIT60N ', T= 26.15' LT = U8.77' T= 2J14.06' ST = 80.00' � R= 5,69$.00' ST = 81.33' R= 5.7�7A0' p PRELINiIN RY I�LAN5 I V= 70 MPH V - 7O PH �A IDO NOT US6 FO CmNSTRUCTION I ` S o * � �o N � � � y � � �. �`� � .., � � � � \� � � �._.:� � � � � � � � � � '� � .� ,�\ N � � \ ,� �` � ' �� �c �, �' � �` C � i ��c � �` � � � �c � � � � � � �` � � � � � ` � �� � � � � � � �` � � �� j� �.. � � � � � � � -� � � , - � � � � i � � �. �` '� � � � :� �c �c � � � � � � y � � a � �' � x h _ � � � � � .� � � � � .x � �c � S � �. � �` � �c � v � N - � � y, iL 'i 'y, / ....... . R < N �L''�;..._ - �y, � �' �1 _.. ` � —' � �� ,Y '�' � i � q. �� ,y,/� .,�_ ..-� , .. ._._ ..._. _ _ . -x--1, �� n .' � , Z ._ \ � '1 '< � ic \ � / � � ��Y / / � , ,'i . ... SPECIAL CUT oliCH �' ~: `3ER DETAI NDfTCH ,<—__;<.. \ `� �' 'J' '�' �L _ _... . Y -_ �. , i �L i� \ � � � � ��Y ,3 � � . . . � � a \ � '1' �Y '� i �� � ��Y CLA55 6 RP RAP PLACE 1'RANSISIION SI'ONE � ��� C1A55 IRIP RAP �� -y y. - / SEE DETAIL K � 'Y - \1 � 3� EST 1 TON AT OUTFALL OF DITCH SPEQAL CUT DITCH J4i�,;�,,.... .� �� EST 36 SOV GEO �� � � �. EST 5 SV GEO � O / SEE DETAIL K � � � i ��`-- � O _ ` v,o _ eaa FrF M 396 Q . �� � � - - -�- - � .. . Q�o- ... P\= _ v' . ---�.r�..,: ... -.. -.�.;..-.. _ � � � - - - - � ��_ ` z�i z�i � � ��.~ _ 28.9 C S ' � Z"" . � - . . . . 0 � . . � � _ _ � ._ _ � � . .. . in � ... .� . . ... � �. _ .� _ � � � . -.. . . . . � _ _ � > 2G1 > _ - _ _ _ _ _ - \ C � > � > ... ' � � � � � ` _ O w . . �� - � _.... � � y. � _ _ _ - ._. _._.._._ _ �..\ - _ � - � i � = M C - � � � - -- - � v s- `- i W �O - — � ,� . � a �/� - � � � � N W Z L N � 2 Q � M-533�M-535 2G1 �v,`P � � TI3 2 18" RCP-III TB 2G1 15" RCP-III TB 2GI . 6 2GI '. . . I^ , v ! � TB 2GI .. TB 2GI � � � iB 2GI TD �Gt . 75" RCP- III ie 2GI . � I (n TH 2GI 15" RCP-I TA 2GI TA JGI-A � � ��'� � r� m ;r_ �� ecP-ni J I �5" RCP-III � . . A ,Pq . . I J � � -- -_-- ' N O .. .. �..� -� s RETAIN � M-�4z . JB vrMH_ _143 RETAIN � � -I/ � 2G� RETAIN - - - - C � �ETq�N_ _ � L N— - S _ _ _ _ _ _ _ _ _ ]GI-A � � ,G� _ _ _ - - � � � � � � _ � _ r'— � P �' -----� -- z��-A � ��� , � W DO NOT BURV A8" RCP —�_ � � � � � � / SPECIAL CUT bITCH� � � W ��� M-136 M-137 � s�� �ernu K M-145 = W _ _ � - - _ - - � � � � � - _ , > _ - � . Vz = O.BA itiS i. N � ,(�• v � _ _ r „..__ � ., -- � e a�, ��'�4 SPEQAL NT DI7CH Q> � OJO CFS SPECIAL CUT DITCH n � � N � � � � �`� �. ��FEST�22ITON Qoi 0.90 CFS SEE DETAIL K F Q �0�� k..����\ Z y' 0.89 FT5 SPECIAL CUT DITCH W � .�Y. �l � 1 CLA55 II RIP RAP �= SEE DETAIL K ,� � , — � „� � Z � '� � �Y � 10� �� EST 23 SY GEO -� � '- . � � d� " � — ,y, ,Y �� � .. �BANKS ONLVj J � O`� \" r, U � � ti,� s = J �. � - . , �_� � _ ' �'��<�-� / SITE 210I p� ,:° : , _- -:_-__�> _� x—X� y� F– V � ( WETLAND/STREAM 2101) ` E�P � x—"— 'p� Q I� � ia, �,�v � � ^ �-s� � „���s � � ---- ,_ _. ,, . � � _ ��,��a � \ \ /x�-x\k. / � ,� �' � \ ' \ �X � a�� — � ' =�� � \ x o , � ` � � � � '', � � \ � � � �, w \ FOR -Ll- LT PROFILE, SEE SHEET NO. 64 �. z N.anerr.oe�rrtwN�vomm�r�oN ' FOR -Ll- RT PROFILE,SEE SHEET NO.64 rrt � DIVI6ION OF Hlb#IWAYB �� ��t � � � FOR -RP6A- PROFILE, SEE SHEET NO. 93,9Q WAK6 COUNTY �� 1 vewear�essensau FOR -RP6D- PROFILE, SEE SHEET NO. 95,96 w ` �� IA9/UB W PROM Wk)yT OR =���'JqgLE IMFACTS Z����.. v~i� �� . ��� ��. ', . . `� ` .. ��� � 15R 1319 fJONF.�9 PMNKUN RD) 5O O � OO �� �U CONTINUfN(7 AIANCi 1-lIDI U9 61 �� `�� ; TO NORTH OF U� W/ U6 �1 \����� �LLOWABLE IMPACTS ZONE 2 (9� DAT& 07I 79I f01� � -RP6D- CURVE DATA -U- CURVE DATA PI S�o 10+26J5 Pls Sto 11+7/.07 Pl Sto 258+7638 Pls Sto 278+94.93 0= 0' 3l' 33.2" lLT 1 Bs = l' 00' 18.3' 0= 40' l9' 4/.2" (RT! Bs = l' ll' 39.4" D= P 00' 20.0" Bs = 3' 39' 53.2' D= 0' 59' 42.4° Ls = 240.00' L= 52.30' Ls = 200A0' L= 4,052J1' LT = 160A0' T= 26.15' LT = 118.77' T= 2J14.06' ST = 80.00' R= 5,69$.00' ST = 81.33' R= 5.7�7A0' V= 70 MPH V= 70 PH _ �... �c\ �-'"' /� �c �. � :.y. ,�\ � � -" _ .y .�" � �� � � � �/ � \ / ic �.ey � �' � � �� �i � �x � �, �"� � �� � � _�� � � /� � �` � � ,� �c y y� �' i� � _ _ � � �� � � � $ � ^�.� ¢ �c� � � �i � � � � � �` �` �i � � � � �` � �` i � � � �c � i � '�c � M� �_\ � � � � . .. � � m � / . . - . . . . � \1 9c � r � , � )� � 0 _ � � . . .���� z Q ' ' —`" _ _, h"'�"'�r' .. - - o � � �,;;;' ", - � �______ _- � - �,�-�,;� _ _ _ _ _ _ O _- � �' cJ _ --_-- --z� � � . .. .... . . . .... — �O �O N Q N � J I Maintenance Items Causin Impac#s Item Number RFP Re �ire�d Re airs Pr9 .o�ed Re airs M•i34 Pipe ia tao shallow. Replace if possible Repla�e pipe to new 2Gt at harrier I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 2/ RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 � � o �� � , ��� � ,---g --- � __- _,'�-�-�,� o , - � � , � �` �� �. "., ��`� � � � � , �� __ � � ' ', , � >� _ _ _ � � . �. O � ' � � / l � � ` .��� N - ,�, i 1 �"� \ � �` � � . � � � - � - _ y N� _ � � � . /, ... i i � � _ � � . ���>�� � \� ��� � � - _ _ i�I� i --C`B� V�� �� A� � � �\ �� � ��,: �c � ��� � �` � � �-�3 �� -�P I I � , � � . � _ - � � - , I ' \ , � � . . , y, . � � ' � � � ; . �1 ' � � / I �' � . . � i � L, � . . � � �� � � ��� . �.;.� . _ � j. � � .'�.� � i I �� �; A � � �; A � .� -.V � � � � " �� .y �� � �`� �� � �� �c_ �� � � ,. � � ? � • `� �� � � �'S� �' i � I � � � � � ,.� 1 � � � - � � ;s �` i� � ,� ti � ,� � � �, ti � � i - � � 7 � 1 � c �.� \� � A , /'C � ,�' � � � �, � �vl � i I � % �i � � �e�' � � � / � I � \ J� .. r� � � \��11 \ S�JNca� � . � � i � . . l e V � _ / / � .� � � Z.,. l� � fc �—�- —�- m , ' � - '- _ . - . � . 1 � �� I i IXI�4NG R/�1 � / � , 1, ' � =��- � x=�+ � � � � � ,�a�srHca. �� . �� � � � �� ���� `�� \� ����� ���,_� � ��,� � � � �� — 1 � I rq � � � �- � - X _� � ,d�° �� � � , . . . -- ` \ \.'. , \ � / \' � `� ... a-„� �� i ,� srean��curJircp � �--'t��' .,.\ X � . � ' ��.-� � � �:. �` � \ \ � � e ` \ 'F . � v� J \ � �yER DETAII N � . � \ , . � � �. CLA55 '6' RIP RAP .�� � p�,qCE 1 RANS�SIION Si'f)NE \ SVEC-MLSULDITCH \�^ . � �- � �\ � � � � � '�� �' - CIASS I RIP RAP ��'Y / y. SEE DETAIL K ` - - �'. ` �. �-+ I � \ EST 75 TON 'y' � ��Y � EST 1 TON AT QUTFALI aF DITCH " � �- - - - - - � / J � / � � � �y. EST 5 SV GEO � � � - _ SPFCIAkCUT DjTCH �- �,,,�W r`j�� ` � EST 30 SV GEO � � ��-. `. � ' : � . .' - 'SEE- DETAIL K - .. _ ' - -. - _ - `\ � � ` Y O i .... .. .. � .-..^ � _ _ -..= _..� _ -' - '- _ ^ _> .. �...._ � -- - _ �� / -`�''�� " Vo= 643 FT5 - - - _ _ ` � -� �� � ��-- ��_� ___ __ �� � ��-- �_ _ <r ` �- -., _ ���� _ --- _ � � _ � 4�� - _ _ _ - - - ._ 2G� � _ � . _ - " - � . �. - _ .. ._. � _ �,�p . . ._ - - _ _ _ � - - ' ' .-� �a��_ _ ` ... 2GI �� .. - . . '..; , - E q o �a.e cFs M 396 - -'-- - - - � 0 ��._. _. _ .. -.< � .� ' � _ ._ - �. .� ,.. .. ` ._ . _ _� _ _- _ - - - — _ - - - _ � ., _ __ - _ - - - - - - _ _ � e. _ - " _ _ _ -�-- � I is^ arr-w . ' TB 2GIi ' TH 2GI � TB ?G�-A __' _ _ ,._ .. . _, .. RCP-III = _____ ' -. . . - - . _ _ _ 2G1 � _ _ . . . . _ . ._J- _ _ ' - -� .. � � � s_ \. . _ . . \ ` \ C M W -- � � N p _ _ �� TD � � � iS„ kCP-III r ��P �`` H- � ie 2GI I r� J � - - � � � � . - � ie w;nnrt _143 Oa � � � . RETAIN�- < - - RETAI - - - - - N m � RETAIN � < < " � 2GL N C � �ET-0!N_ _ _ _ _ _ � � � � v_ _ _ _ _ _ _ _ _ . / ` -� —� — , . .' � : �. � . � - - - - � _ - _ _ _ ' 2GI-A ^ _ .. � i _ _ - . . � . � . . ( 1 2G1-A � � � Gf .. .--.'" DO NOT BURY AB" RCP — �_ � � - � - - ` -� - - T � . .. ` � . �. .� � SPECIAL CUT DITCH /� ./ W , _ — �- - � _ - - _ - M-137 � - - s« �erau K _ M-145 -� _ IN N 1"� - - � _ _ - C ���_...- ...,._ _ _._�� ._ _ , _ .. _ -... _ _M-136. � - - - - - - - - - , _ ... - - -- W � -- � - - -'- -_- - _, -- _ _ - - - - - - - --�--- � �'" --` --- � _ -_ -- _ _ -- � _ � _ ,. _ _ ___ _ �_-- _ _ _ _-- _- ---- �_ . - _ �� ` _ , F_ - �. � � � - � - _` - _" _ Vz = 0.84 F(iS - '" � ' . /\ - �f` ! �'�4 `� Q� = 0.70 CFS SPEC�[..L 6UT DI7CH � f _ - _ _ - - - _ _ _ _- _ "N`. -.- - � / .. , , � � � V • � - - - �- � �'� srenn� curyirc-n - - - � BZ�I � ' �� ^ J � �. � SEE DEUtIL K ,, c -_ � - Y � _ _ �._ic., � _ �} U � _ i� � '� SFF DFTAK K V�o� 0.89 FT5 � � � _ . � - - _ _ . . - / ¢ ; �.. ..',. \ \ \ .. � .3�� �� -- / / SPECIAL CUT TCF �f„ ���� `��, \� \ � ! � Qio' 0.90 CFS .� � I � �1T.- - _ _ _ _ -.� — . _. . � � � ` \\ ` > '- � - .. �y. � �� �� � � � CM55 II RIP RqP � ) . L� SEE DETAIL- K F. �\ � \ W � � ,.� �� �l .<� �� �.� Esr 2z TON � I _ _ _ _ . . . . . 1 l - -�` � 1 � � � �. � I / � ., � � esr za sv �eo � ._ - _._ _. . � � \ - � . ; � , I , I � , . ��2 -- __ _ � � � � - ,�_ _ ._ � � . � � a �` _ �� � � � � � � , � � i � '� � . I � � � � ��� � � �� I / � � I . , � - �I Z �, �" ,� '� � �� � r � IenHKs oN�r _� � ., --'"---�., � � � ' _ ' � ', _ � I ._ � � i � . . �� �--_ '� , \ J � � � ` .SI � 210I � - � _ , _ � � , � � � � � , � � � � � � i � �'� � `�'g �k > k---rx �—� � T � � ,y � � � ' � - � . . � � .,._ � �, ; x . - � - - _ - i � � �� � � 1 ' � � ;� ' ' . . �`'� � . A . . t � ti i i � _ � � . _.�. , I . U _.,��' � � =P.�.. .. � . , - \ _. , _- .., ' �,_ � � r _ , . EAII� �21e1) �� ��� ���". - � o , , , � � y . � , ' � X � � i � '�� � � � -_ _ __ -` � � ,� � , (��TLAND/STR� ' , a �,� ', ,�� �� � � �2, � �— -�� �`�� �� � �- � `�� � Q � � ,� ���,� I � \ . i �- � � � � --�56Z �' i � �� - � - �� _ . o�°i � � � �a� � � � ` ♦ ' � . ` . \ i 1 e 6 / � _ _ � �� ' �.,� i i 1 i �P _ / , � � / _ _ - - - `� �� � � � i _ Y�'' � -S6 -�_ � � \ r� ' '� I � r �� � . � � q�� �1�� ' � - � ,� - - _� - � - � � � � i , �, 1 �,p \ 1 h� � � � � �� � ��) � � . � � i ,� . � _� _ �''�-`l� ' ,�� � �i � � - � � --7 _ - � 1 � �� � � �' - � � � V ` � � � � _ I i � Z i I .. „ .--�-�` � ��i _ . � - i - - . I \�� - - -. 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'�C\���`�� : ����� ALLOWABLE IMPACTS ZONE 2 FOR -Ll- LT PROFILE, SEE SHEET NO. 64 FOR -Ll- RT PROFILE, SEE SHEET NO. 64 FOR -RP6A- PROFILE, SEE SHEET NO. 93,94 FOR -RP6D- PROFILE, SEE SHEET NO. 95,96 50 0 100 � � s � � ro -Ll- CURVE DATA Pls Sto 278+94.43 Pls Sto 293+66.36 6s = I' ll' 39.4" 6s = 5 03' S6.6" Ls = 240.00' Ls = 480A0' LT = 160A0' LT = 320J9' ST = 80.00' ST = 160J7' -RP7B- CURVE DATA Pls Sto II+40A6 PI Sta 14+19.34 Pls Sto 17+39.37 Bs = 5' 00' 48.2" �_ l9' 47' 27.5' r�TJ Bs = P l3' 30.4° Ls = 21OA0' D= 4' 46' 28.7" Bs = T 09' S2.6' LT = 140.06' L= 419.50' Ls = 300A0' ST = 70.05' T= 209.34' LT =/85.62' R = l,2 ST = 114B7' V =70 PH � g . .� � . �,- � � � r �, �:,;� � r �. � � x , ��, � � � � � � � � � � � � �: � .y. � y >� �y, .y. � °L � ,y, .y. �y. � 'l � � ,y, . ..y �'y. . � 'Y .: :y ,F �Y 'Y" ,y,C�ly" DfieTH OF &%. 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'1 �l O � � ,y � � � � � � � � � . �, �.. � � � � � � � � �/ ._ . � 'L � �, �l �j. +1 � ,�, ,y, i�. � . +l . .y. �l 'f, y. 'Y � +l '�' � � 'y � -Y �' / O ... .y. 'l i'' 'Y '1. y' . y. +l ... �_.. � - - - �. . � � � � � � � �'. � -;.� � � � � ' _ _.._ - -�r.� � � 'l � �y �. �L .�, 'l - L..�i,� jt i -L ""e'M" �" � M � � . v, r � _ � _ ,� _ - "- - - �'' - �'' - - - �- - - u- � � ... ew� Z , . -- -=��� , � �M M-393 � ,_ . � �..,, .',- � .m-asi > W 2 $EE �RAINAGE °` :�i M-392 �� MniNT€NnNce C_ _ - � _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _C_TA6LE_ - _ � _ _ _ _ _ Q ------ ----- M-39 --- 1H �H FI—^ v J c I ,r r� � J � T ��� � - 36 � 78 7GI IS" RCP-Ill I-- W W _ � 3ci-n -RP7C- CURVE DATA PI Sto 12+58J7 p = 3'4/'48A'fRTI D = 0' 42' S83" L = 5/6J5' T = 258J7' R = BAOOAO' ti SITE 2201 (MOT 2201) - // r, // /// 15" RCP-III �GI � TB 2G1 / MEDIAN V DITCH SEE DETAIL PSHEET 2-B1 `M-388 SEE DRAINAGE MAINTENANCE TA6LE tim M � 8 � _ _ - _ _ _ _ � — 0 � �� I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 22 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 SPECIAL L4TER4L V DITCH - SEE DETAIL BSHEET 2-RJ� � /-i � ' � ' // / � � RE � ,S„ / C O ClA$$ 'B' RIP RAP O EST 1 TON EST 5 SY GEO O / / O i � Z - - _ - - - - - - - - - - - - - - - - - - .�ri�i rrrir - - - - - - - - - - - - - � ` \ � - - - - - - � L/1/ /JL/ /1 . . ... \ � . . . � . . . ^ . : . � . ` . . . .. . 9LiGI5 Ag2B - _ _ � J „_, .,_, _ �- - --- - r s sn mti ,s� w�isows, - - _ _ � T _ � -^ � y, �y. �_..- - � _ � _ - - ! _ �,- - -� � CLASS 'B' RIP RAP ROD, & LUG � - .,{.. _ _ � � -r-,y, ay i� 'y � �' y, y- _ _ \ y.- 'y � � BI z EST 1 70N CONNECTORS C J - y y. .;y, �y, y,..`. �Y ,Y .y,• !- _"� +3'�N�ELBOWS . . y, i'. +L � 'y` � EST S SY GEO ' I U �x� � .� '�... �' � � �/ � Roo,g �uc �,.__ �_ �•_ y � i �H . , , � � r� _ � is^ w��oows, J � �,—� - '1 �� . � '�' . �y �y - rY- CONNECTORS � ��y. � . N ROD, & l G Q>' . \ ���".. �l i� . I ..:.y, �,� .... . . _\� \ . .. .. _. . CONNECTORS � . . . _ - \ � \ �J _ '� E1A55 'B' RIP RAP . � ��I� - - _-:.___ ... ��.:-_ _- � ,. �`EST I TONS � � � -`� EST 5 SV GEO � � . Y�� N� . , h. v .. .. � S �.Y x —X--a�.. � �� _ _.- _ . y .� I ` -' �-..� - P � _ -_ - . _ �� _ . „ �r � h-'-,, ` 1l . �._ --------' -. ..� ... ..� __' ----- ------ � 3 � ---- ------- _ �, - — ---- , �� `` � -_ „ - ------ �. � � ` � � � ,���� ,_ .. - . , . , � _, SITE 2201 � � (MOTL220D/STREAM 2201) ' N: ' � � FOR -Ll- LT PROPILE, SEE SHEET NO. 65 `� � FOR -Ll- RT PROFILE, SEE SHEET NO. 65 \ w FOR -RP78- PROFILE, SEE SHEET NO. 97 z FOR -RP7C- PROFILE, SEE SHEET NO. 9S N.QD6Pf.OF TRAN6PONTATION � � ALLOWA�LE IMPACiS ZONE I DIVI810N OF NI(iNWAYB � WAK6 COONTY � y� � aROJEL�'1':15�SB/1�11 � ������ ALLOWABLE IMPH�TS ZONE 7 ��OIUS W£ROM W�7' OF � � SIl 1519 (JONEB RRANKLIN RD7 �/' IMPACTS PERMITTED ON �NTINUIN(? ALON(7 1-UO/Vdbt �' ///// MOT BUFFER PERMIT$ TO NORTH OF U6 W/ U6 M! �� +R- DATPe W / 7�/ 201( REMOVE� V' N /' � � � � / - - � J I M N H W W _ tJ') W Z J __'---------� U C1A55 '9' RIP RAP � � � � � �ESI I ION � EST 5 SY GEO O � � '�,-. - -� -X— � � � � � � � � � � Z z � s � � ro � 0 O � O � N Q F,�—^ V J I r- J I r N I-- W W � W J U Q ` -Ll- CURVE DATA Pls Sto 278+94.43 Pls Sto 293+66.36 6s = I' ll' 39.4" 6s = 5 03' S6.6" Ls = 240.00' Ls = 480A0' LT = 160A0' LT = 320J9' ST = 80.00' ST = 160J7' -RP7B- CURVE DATA Pls Sto II+40A6 PI Sta 14+19.34 Pls Sto 17+39.37 Bs = 5' 00' 48.2" �_ l9' 47' 27.5' r�TJ Bs = P l3' 30.4° Ls = 21OA0' D= 4' 46' 28.7" Bs = T 09' S2.6' LT = 140.06' L= 419.50' Ls = 300A0' ST = 70.05' T= 209.34' LT =/85.62' R = l,2 ST = 114B7' V =70 PH -RP7C- CURVE DATA PI Sto 12+58J7 p = 3'4/'48A'fRTI D = 0' 42' S83" L = 5/6J5' T = 258J7' R = BAOOAO' ; _, _ �_- ,- g e _ , , * S � � '�' ' ���' - i�" '� '� " y' y '�'i �� C �l .y �r ,y, '" �. ' ..,y, � -y. � Y � ' �, l(� .y i`. � y i -2L� - �- � � � � �r -� � ��� � �, ��,. ,� � � � � . .� � �.��. . � � . � � ,� .� ;� � N��p�,rr�oF aa. cM��iS,+t � ' � � �- � � � �.y, � i'Y � �'y' ���' �,y,:�� �i', � �.Y � �'�' �����' ��y�� �.Y-.-� ��Y � �'�' ��,y�� �,y�� �ry, � �'1 � �'YO`�CpN�Rt1��CT�BfCK�R \ 3c � +Y . 'y, . �Y' �y . .Y 'Y �' � ,y, +y �l '� �; �Y. 'Y 'y B� 7i5 bEPTH A$ \ � 1_Y ` � �-i� . � 'y' �... �, � y, � i� .. � 'y'". � l � '�' ,y '�" ,y. � .1, al � 'y- � '�' ,y,N CF SAKV TO CONNECT -- / .i� �l' '/" _ �l y. '` �' '�' � .y, 'L � . ffi� ..� 3� � � y, PR�OSED�B EX. P�PE / � /�'�'�� � � � � % � � � � �, � r � � � �' � �` � � � � � � � � � � � �. � � �' I 'y� y i'' y, �l y. � 'Y. 'y 'l � 'L � '� y' y' �1 �, 'Y' al :'1' . ,Y � 'Y �EGINI SBG . �\ "�'L. 'L� ''� � �, .y >l i'' � �y �. i'- '/' � �, �. y. i� '1' 'ye_LL Si.A 286+00 � �. / .y, f� ,�1. %' � '�' �j. � Y, 'y y" �l y. �' 'Y . �l . �l 'L � �' l, % . . :. ( 2 .� _ � ; y�� �, . � y. .. � �S . .; � .. . ;y, � •y. � +l � y' yy � � . �. � . �.'Y � y' � . y _�_.,. . . . . i -1 � � �, +y � � . � �, �'+y i� � � �., . �, �L �� _ / 'L y, „ y. �j, �1 � ,y, �+l . �. � a�, y. '1� / - � "1 �. �..,. 'L�� '�' � �y y. � � � �'' . �l y�'.. �. �. ."y' i' � � .. � � � � � ��. y, Zj. � � � � �..-�, ".� �� � r � � . � , _.. �,/ - - � _ _ _ . - ,y, \ i ''.L_. � y, �. � 'Y' � �, .y.t�„�{ 'Y � - / . "'e�M � � - - -�' - - �''M- - � - �- - +'- - � �' . � p� i � . . . .. < - - � ,�- �-�-�x _ , � a '=..-r�<-•,�'"�' _ . "'� -, � ._ -/ r� . .. -- � _ M-393 �_ - - , .` .M asi - _ - - - � � 2 � ^ � nSaaE. Nr��nNce `' � _ � . . . _ _.._ _ . .. - . I � r. M-392 �� _.-_. -_-_ � ,•s _ .. _ _ - - - - - -C_rna�- - - .�4,s "_ ` ii -� ii: _ _ _ - _ _ _ _ _ _ _ � � M-39 _ , _ -� "- - - � 16 �H . _.- — -- . . . � � � � . 15" R�P_III ____ _ - — c- - - - - - - - - - - - - - - _ - __- _ _ __-- __ __ __> ___.� � � -_�--__ � � �. . � ,.. . . ... � .._,v�;.. - REGIN� 58G - � -,�= � L�r . , L� _ _. I � ' ' . - ` � .. j:�_ - - � ._.,� � � � ll-,STA 285 ;. SA . �- ;g"' �J- ' � ,1�„ � -. � � 1 . � `-�l,� � ~ � � s - � � rt � , : � � �'-.��. �,� �` y � iv ��. �- - is �av,slaows _ _ � � � ` V � � �. � �. �- � � �,/ eoo, x wc _- � . � �'. IY,X���—� � _ �'�'—�`� .y �.::. �l � 'Y ��.i � . CONNECTORS _v. X � .�� � : � .:.y. _ �-. . \�X---c _ � � � j - -' . � • � �j . .� � �'J CLASS B'RIP RAP . - ` �? � �- � - � � iITONS ES � � � _ - � , � r� EST 5 SV GEO .. s�` \ 1 \ _' . \ � � - _ _ � � - _. _ .3 � ti \ SITE 2201 (MOT 2201) I � . I I � i � �Fs�cv eulcn sFavreEs PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 22 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 �� , ,, �, g o / ,. - _�,. o / � ��, , � * } / � - � � � , i r ' ; � . � � - . � .. � �� i _ � � / i � ' � / N �� / l� � � �`L � � i �. / � /, rC.: / � �� � , � �/ . . �0 . , . _ i i / �:' �i / . . .... a / .. C1A55 'B it1P RAP � � ��''� EST�7.fON i ' ? � � � ��a, �c� -� .. . _. � EST 5 SW"GEO � � � MEDIAN V DITCH � ' � �,,� � SEE DETAIL 65HEET 2-BJ - _ _. � / � i � � '� . . ` `M-388 / / � � SPECIAS,LATER4l V O1TCF( � � ' �� � � ' SEE DRAINAGE � � ,� $EE'DETAIL B5k1EE5 2-pJ�" � �i � � � MAINTENANCE ` „� - - � i � � ,7ABtE � � _ � - '/.. i � b ` _ _ . '. _ . _. � �MDVE �! 0 ' " RE�T IN -- -.. - - � J i � ' ' ' i�z- - � � F � � ._. �ti4 ' � .f � s ' - _ . � � '.. . -�/� � 8 � � . . . . _ / / _ . __ �� _ __._ _"_ - - - �. _ . � _ � _.. . __ � �_ � ,� _ ... =. . _ - . " . .. � . _ ___ , - _ _ - _ _ _ _ � . _.. gGP_\\\ � .0 � RE � � 15" RCP-III � �� 15" RCP-III .T6.2Gt . . _._ ... .. . . _ . . .. ... _.. - � �,� ` \ 3GI-A � � �� _ � � � '� _ --._ �_ z�� - - .�T/7/7IYt/Y _ _ ' - _ _ _ _ _ _ C �' ` -_-, ' - _.._ � ' ,�L/1/ /JL/ /1 ._ - - _ -..� r � ._ _ � _ .. - ' __ - ... ._. -- _ _._ _ _ ,� ` ,..,�.�„ ,_.; .,��, aL.-,-. _ - _ . �. . . _. .. _ _ _ C . � - � - - - -�. J� �: . m� . . . .._ . ._ , _ _.. . �� 15" WhLBOWS _ _ � �; . "�..: , . �..... ��"'_\ / - \ 3 _' ' . _C1A55 '�' RIP RJif - � � '- - _ �,- - -� _ QASS 'B' R� RAP _ t ROD, & L J � � . � - — � � � � � . •. - ES! I TDN-. - - .- . ��. . �,. � 'L.- �� \ � .� .82�� fSl"i TON � COTJNECT�RS l /.. = J.. � \ 1 �. . � � i5(,.. � � ... E5T 5-S�GEO -� - _. � - - a � C � � - � , - _ - � � � � � �s � esT a sv �eo 1 � o -�L^ i _ 1 � „ Wie�obws, _ - �,., v- - - _ � � ' r� \ � I / � � � R D, &. LUG � p �:.jl - � ',-i � � � �� � � � \ ' � �' � CONNECTOR$ O �, � �� �.. � . . � '�\I�i�li �.c�, . � - . .v i �ii,l � � -� � y, �,_ � t . ' � � �� � '��x-t�x._ I �1I,y � � "V . � � � `�c� � � � �_ � � � o-� . ` / . .'\ �i � � ����x � A \ L , r \ � � \ \ S i � \�.. \ \ \ � , �--2i�y XLxs,. ;, r�_— _ _�—.: .\ '�.. --X.— � i \ , \ - . . , .,..� / ,.� .` ` .. ^ \ /_ J � �n � �. � � \. � I PIM�.. , � " � \ \ � �S� ��. \ � � ' . ry\ i - / - ` � „_ i 1 ., ` p _ _ - '� 1 `�� \ �� \� , I � � ' _ � � I � � � \ � \� \ � � \ 1 _ \ . 9` _' \ . ... . -� /...: � i'�. / �' -- < _�_� � ' ^�,nif ; � ., �' �. �� � �\� \\ \ � \\ � � -- � �� ��.�� -- �� .� � ���� ����_ ""'�' .. �' �� I�f �. � . -_ � _ �� �{�- - --- � -- ` , � �� � 3 . � � � � �� _ , , \ ; � -= �� _ �� � , � � i_ �� ��1 � - � � r �� ''. i � c i � � - �. � �1 -- � - V ` �S� � �� ` , V , - = - � i � � . A� \ � � ' � � `_, � � . . _ -, I � � 1� '�r 5 , � � � �' , � _ _ :,,_ . . . � 1 � \�. � I�i � �`� ' . � ..� �'�A . .\ ��.\ . � ., ,_ ' � � � � � �� � � i, � � � � � , _ -, � - \ , �� i , � - � - - � _ 1 � _ _ - � - \ , ; - SITE> 2201 � � - � � � ;' �\ \ .\ , � s � � ,, �" � . i � � , , � . � � . -\ �.�\ �.. N / � I ,I.I�. � . .. � � � � (WETLAND/STREAM 2201) ' � 4 ` � ' ` , M N H w W _ tJ') W Z J U Q � (MOT 2201) N ` FOR -Li- LT PROPILE, SEE SHEET NO. 65 �� FOR -Ll- RT PROFILE, SEE SHEET NO. 65 FOR -RP78- PROFILE, SEE SHEET NO. 97 FOR -RP7C- PROFILE, SEE SHEET NO. 9S N.QD6Pf.OF TRAN6PONTATION � ALLOWA�LE IMPACiS ZONE I DIVI810N OF NI(iNWAYB WAK6 COONTY aROJEL�'1':15�SB/ 1�11 ������ ALLOWABLE IMPHC'TS ZONE 7 ��OIUS W£ROM W�7' OF � SIl 1519 (JONEB FRANKLIN RD7 IMPACTS PERMITTED ON �NTINUIN(? ALON(7 1-UO/Vdbt ///// MOT BUFFER PERMIT$ TO NORTH OF U6 W/ U6 M! DATPe W / 7�/ 201( � � � � � � � � � '.. .. . i�533H/i�' g �a �ao �..� � a �li � �7tSIi� 1�� �Ti�r INCOMPJ � m �. y.. .. _—'—._. 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'°/ :.,:. . .,,�.......,... _.: ...�. � _- . % (MO7' 2304) .,� �' �.�.� " �j�� ess�soa°+s°Si e�3v�i�aiaran �\ �� _ . � ,., � i� �� ..wc.�uE � - N�00�B' �- B2�3eT p ��,. � � `„�� : . _ . . „a o v.�� � �- , ,. \� � "`� � � ST - >ODS' t - 43iT/' -RP1C- CUMf OATA -Yl- LIIRyf OATA \\.�- '� / �'� n�' � �' �� / � R _ ��� PI Sla 23�56.49 PI Slo 16�3969 . ! ' .".�� � 0 SJr� 23�$ p-/45'S99tRii 0- 219509/LIl � �f� rv� _. /� FOR Ll LL PRO ILE SEE 5 0= 034'22S 0^ P34'22S � M'� 4 .--- � /4 � FOR -1�- RT PRO LE E 5 G - 30629 L - 38&3B' .. \ � -[P>O- CuME OATA oa �ti � �r 7� 154/6' T= 19/2Y - .��� � PI Sla IO+1252 Pls Sla 14+3QDj PI Sla I6+B521 %Sla 19+67L1i '� I�' . R= IOq'X#D fl= IOLCOLO' _ ��T� _ � , �- OSl'WJ'flll B5 = 4z59186 d-�4l'i301RI1 d- 4O5/'1921pf1 fOx �r/!t. 'x I SFF _- /- 0= Z27'4/8 Ls - 240fD 0= 35'4B'355' D= I405'S49 �R _ � SITE 2306 i = zsar �r - �ase c = zroza• � = ass2 � . � d- `" �' ` � I �� (1VF'T7,Ah'I)/$T'REAM 7= iz5z sr - e4S5• r- ieoir 7= nv3• o. Pa �i rr� � � ' ��� ,� � �^ (MOT 2305) a = u�m a = m� a = .amm E , �.oe �.� ..a. a. s � ., �„ Pao see s , R �.,.�,.�m �� � --- -y rox xr>o- raoFl�e, see � �o�r��,o .U.� �.n.� « '�� � -u- currvc aarA ,e Noa,� oa o. u� �.� .,. , _ __ - ..�, ,.. ._�. �- � u a„�o..im. .. + PIS Sa 293+6Gi6 PISIo i02 3 Pls Sla 31IM?9J � -RP/0- CURyE OATA . ...- ..... dS = 60.i'S66' 0- 35�B'GGfflti) Q.q = 603'S6S Pls Slo II+MD4 PISIa NiO152 PIS Slo I6 $iD2 Ms A'a 9�5497 PISIo 23+e134 ,'., ts = 4EOar 0= 23r396 ts = 480.Gtr ?. . �, ...' � es = 4�4i53� d� if494l6tLT1 Bs = 41slii' Bs = 1214r8o d= 375ES�OfRTI e LT = 3NJ3 C- IM656' LT - 320F3 � .S�rF 2j�.5 ls = 2l GY D- 40O04P Ls = 2l Ls - 2COIA D= 1219IBIT vo._ c� , sT =�con• r= razzs• sr = iwir � (MOT 2304) cr =�4na � ssasa ir =� cr = isssc c- scnzc ^ ��T, � "" "" � ��Sz sr = �2na• sr = ssss� r = i5oo3• GRAPHIC SCALE R = 65 �IP�N � n• . .,�� � ^� . � R = I. 32DV R = 4651Y1 V = �2d' T ��io � ,.o�.u�rr �i.�� . _ ., .. ... � �� ��� o D �.Eo n , PLANS '.. .. . i�533H/i�' g �a �ao `..� � "� �'� ��� INCOMPJ � m �ro. y.. . � , � � . �w -- - PRELIMI] _-_- ._ __"""""___"""_"-_— ._ ___ �i p R z` -flPJ9- CIIMf OAiA ri.�w . ' w Pls S�p /��393/ P� S�o 2�+3693 . Bs = fl3'30.4 d - 529343rp/! - Bs = T04526' 0- 049(M6' ,5]%$ Zj�2 I'� C.a = 3CaLV L 4241 S�'i = i�� a = i��m (MOT 2301) ,.,�,.,a �- . , •,, i \ \� , �� \\ (MOT 2?02) ,�• ��I � � � \ ,. 1 . .,. ��� - „ � , . � �. � �<, ', � ---- � � ,. � `�- — ^ -�P�e- cuRve oarn - - �� � .- '�- . _ _ �-. . � & Pi Slo ,D+1�59 P�S�a 38�5631 � .- dl-\m �4. •. �- -eE �._ - - . ' _ _V+ p = t06'qTtRi� 0 - //30�•5ilfflll . ., � . . � , .. _. %� �Z. \� '� 0 - Z36'dl3' 0 - 3522WP .. •� : � `'�y .. -.0 � b ' \ f . L - l5/J/ L - 4B35T ' . � \ � � � _. `.-- �f� � f�. `., n ,...� ��,cn. S%TE 23�3 T- 1A59' T- 2b992E' � F n - zAam n - �zm� � _ , �, - � . �— � - S//T; 2302 WE7'LAN ��TREAM 2302 � �� . � � p� -'` - - �-- - - - _�� � � � . . . . �� ��. 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'- - _ _ - . _ . x . �'.`� ' , � r � ,. - , � .t.:.. � t __�.._ . _ "" . . . t � : t t . . . a .i I. ..,. . , , ... . , '. '. i . .. .. . '."' � . _ - - ' � .,�., . � . . .t ` �. ,w, - -�. .� .. , , . . .� - � .__' . / . , q ' _ s, ..:� i . a.rr�'a� � � . ` __" ��� -.__ � �- _� i,y�,�w .' � � r . :i ,. , .. i � , _ , . � � � � . � � �, , , � . . � . . . .. \ _ . . � - - � f 7 � : . . � . f , �k. � - : r ` � - - .� . , f . � , `i � r . ... . �� .�r�� �� , . '.-- -- - ---- .� .... �� �� � SITF �2308 _ / / .... - � . . . . . � � .� , . . . � �'�+ � . ° , , s�� _ c - - - _ � � � � 1, � _� aa,. � , � (MOT 2305) . ' . � } * ' ' {43 Y � } . . 3 � �, . � .. � � -� =_� 5 - _ �` Y /' gtio;, � / j.�.� ;/ .. . . . . . � . . . � r , , . . t - r _ i i � � h�. ,.; � . � ` ` ' � a . , . m 3 . . � � � $-' - _ _ _ _ 'y. 1 t A6 � � �� . � � �g� . .xt...:af.�:�f.ax. r . . _. � ` 1 � / w�Siue � , . . ` " ` � p ., r. .-. �` � �'ryry8 � . . S _ � , , i, i ' Y � i . . . . t . i . a . . �. i 3 .� , , _ ' . / .o � .. i � � ` ' � , - .''�i i.` .� . � . . . � � _ �._ , . f � t �. . . . . t . . . � . � �i : . a p . . .�.�.r:.a�.r �. M ` �/ .,.s.�Eo il � sv .� �e t x a x t a s � f� a i� i x.�u xr, rs � ���. �. �,. � . � a ir u ` � � < 3 1 � � I � . . . . . , . � . . . . . . � Mi �� / ; ,Co�a� a . .. , . . . r x . . . . � � ' * ', . . .. , ' . /,� j a'`� SITE 2307 — - _ _ . *� �'� � ' �.. ���� r .. f�, / (WETLf1NILSTRE/1M 230/) � ��,� � � ��. � �(MOT 2305) <, - . K "' . � _.,,._ � * � � � , v � - — -- - - �F � �.... M. nt tte C •�� ' '' •� � s r in �m � '� � .. .. , / �m6er� red Ne aed kewirs � � �A��� �. �y' �� �� `� / . rv �I•Hc irs o -� � . `� � - " . � . . , _- .,�. . .- �. ,....,�.. SITF. 230J � �., .- --- �, .� � •�. �`� . f; .���� -ar�a-cuaveoara _ . �... � -.-..�. � (MO7' 2304) �."� _ . �� � ess�soa°+s°Si e�3v�i�aiaran .. . ��� �, - , � �,, { . . -,_, - � /� ..w�.�.�E v-H�oo�s �-e�zs93er -� � -a � . _ �� - . �., � ,� �E�� �, � --_..._ ,,� ... � , rt, � �� . . -t - � _ : . _, �„ ---�'� '" � sr - >o�s• i - rs�rr -RP1C- CUMf OATA -Yl- LIIRyf OATA �-�- *`--� ���\�._I -� i�� � ' �� R - I�Tq(D' PISla23�56.49 PlSlol6�3969 � �� ` ��50' R � ' �'�� �� SITE 2305 FOR L� �iPROFILE,SEES p - /I5'S99tRii p - Zi9S09rcti - ;_ . � 0= 034'22S 0^ P34'22S i � ^�- 4 � "-� ./ . �.: FOR -1�- RT PRO LE E 5 G- 30629 L- 38fl3B' / .. -[P>O- CURyE OATA oa �ti r�r 7� 154/6' T= 19/2Y � -� . . PI Sla IO+1252 Pls Sla 14+3QDj PI Sla I6+B521 %Sla 19+67L1i '� I�' . R= IOq'X#D fl= NLCOLO' -��\`,s � `. � �- OSl'WJ'flll B5 = 4z59186 d-�4l'i301RI1 d- 4O5/'1921pf1 fOx �r/!t. 'x I SFF n. e ow� ov rc.ss,mmr.xw` . .• o�vowa w x�xvnv. ��.- t . �,"� . � -..-_ � ' /.- ' = 7'4/8 Ls - 240fD 0 = 35'4B'355' D = I405'S49 ox _vr)B- Pre �I - ^.•�_^�„ •, � � �. _.-- . � SITE 2306 �- zsaza �t - �ase c = zroza• � = ass2 sE t (WF'T7,Ah'I)/$T'REAM 7= iz5z sr - e4S5• r- ieoir 7= nv3• Foa .ev,c Px n r srE� Y � �- �� � F= 2Jc'ISAY R= X�A3 R=.i(DLV vpOf �[ sEe s o nearnd.a.i....� �.oe�.,v, ..a. �. . �v � �� _ - � �_ (MOT 2305) R �.,.�,.�m �� ° � �r��,o .U.� �.�.� « � i . �,`� , �� rox xr>o- raoFl�e, see -u- currvc aarA '" "°"' °" °'" °°'" " ` a„�o..i.n. PIS Sa 293+6Gi6 PISIo i02 3 Pls Sla 31IM?9J - .,: �r � �- �N" •�� �.-�. -RP/0- CURyE OATA . ...- .. dS = 60.i'S66' 0 35�B'GGfflti) Q.q = 603'S6S : 7 � Pls Slo II+44D4 PISIa NiO152 PIS Slo I6+SiD2 Ms A'a 9�5497 PISIo 23+e134 ts = 4EOar 0= 23r396 ts = 480.Gtr '. . . ��� ^ ...' 7�/ I � I I es - 4�4i53� d� if494l6tLT1 Bs = 41slii' Bs = 1214r8o d 375ES�OfRTI LT = 32R1B C- iM6%' LT = 320.9 ` 7 � � IIt�� '� � S/TF, 2305 �- z�5ar D- 40O04P i.s = 2� �s zcnm o- iz�siev .,,, « ST = 160A1' R = z 256,'� Si = I60J1' � . ,.. . � . � �_ . - �I � � , .: � - 144� � 3689$ LT - D4 LT = 133b6' L 3C�26' v � ss`�Ivn .••. � ..�� ��f. � II � �� � � (MOT 2304) e = i�awv a = acsm ,��� B Sz sr =�2na• sr = ssss� r i5oo3• GRAPHIC SCALE � .o..�,.�. ��.,, . _ , .. . � � � . �° i' P 4° �p° � �.Eo . � PLANS i�533H/i�53u �[!'4�11� �.�.i„„ r.� -RP9ASP1/R- CURyE OATA -HP9A- GViryE OATA 15 + 50.00 Pi Srv M+6455 PI Sla IO*p4.45 Pls Sla ll+5i 2 PI Slv IB+%25 Pls S�a�5 12D9 PI Aa 27+5361 PIS Ao 29*60y/ �'� � Im �OMgPL�E E PL�A 43 Y9- STA. -R A-\ X S�a.c'S+0359 d= 422'13TtlT) �= OM'429fNf� Bs = 603'32S d= 6Z2914FfRI1 Bs = i4O373 �= 436'4p3fRT1 BS = 3'191�4 _ __ O= rfi9Z6Z O= f3Y24T Gs = I80GY D= SIZ3l4 t- i90A]' 0= ii4l�C !s � 20p1ri PRmLIMIN Ri��4�1 MATCHLINE SHEET � \ �\ 5,rp s��z c->ay cr - iasa c= usssr ir - w�e c= zessc T- ii3ac- 2 T= S2)9 T= 24.� 57 - �365' I- 6673P ST - 83:19' 7= 145DZ Sr • 6665 �/. p {J r/� 1 � � \ ,. I 1 R� R= i76072 R= I,rt.qpV R- J2 NmIGy � I 1�1 11 i V Pl5 Pn V=T6MPn V-SeMPX V=53 PH N RP9B CUR✓f OATA f � � 1 � I' n ��� � se - oi se - a se • ca se - os Pis S�a i3�B5i2 i5�o i6�35i2 ai S�a 19+2939 /'s Sra p�4525 S�o 22«S� �� II ai' &s 553'53/d' 0 �V50'I2SfLTi gs Z48'3ia2 6is 033'Si5' � 34�3'3finY�aTi '\ L s - 3/ 5 L O' 0 3'4!/lA' / 5 0 L 0' 115 p J' O 203'd42 . � '� i 21p12' 28939' LT KtlDr tT 69P t 32935' 1 sr , ro5lr i N5�2� si saflr sr �z r- msv ' � � � .,.,\ � � � -NP90- CURVE DA7A -u- NME ONA p: i,5,�p�' R 4l5LYl' -�� '"a � � Pis Ao i6�1&M Pl 9e �rosW �2 M Ae 25t332H Pls Aa 340�2ib2 Pis Aa 318�560: MS�o 35IMB.b V= 56 MPN V=� MPn '�. . � . :� / ) 9s - T0943r �- 4 302 5 6 7'fL TI �- 2 42Y 5 6 7'(L 71 Bs . 4i3'39% Bs - 2�5'000 0= 1 5 4 8' 4 0 0f1 r1 $E - Ol Sf = O6 � � � - " /r �s� Lr • 200I1U' O- i0943/ O- 5'GbN.f Lz - I2ppY Ls � 30pIU' 0� f3pCOD "5� RP9 CS 510 24+2859 �'/ . i;3M [- ba'Dd t- 4H693 LT - 280D3' LT - 20p02 L• I Ab�DT + //�:.v�ox. n s��.�o � Si - E61r T- 3i�i57 - ZI/20 ST - i�qDP ST - iND/ T- 53LL4i' ` /I / -PP9BSPUR- fiRyE OAIA �' � � -Y9- PoI 510.B�40qD = R-��D,CO' R- i}05pb R. 3JA9]2 �, / V' Si M� V- 59 NPH V'>5 MPH PISIa p+l2dn PISIa 16t6332 � "'�" RP9 NR- 51 fd0 9 pGp') 1 �.r .. $E _� �_� SE - a6 p p5/'57605'lL7� p 55'S8'33b'fLrl ; D= 34CZ�3 0 4I6'28J *# Y ,�;.n T 2280 fl �6711J' � 4 G' ' . n . .�i �w. ��` .,_ . ' .« q- l5i I ; Y ��Y1 � x{'� �r�� j' � 4 � -RP9ASPIIR-FC SYa.Hr3IP DIVIWA�IE C�UNTY AYS ^ Y9 Cu/N£ OAIA 9q0' 2'.[{p�' -RP9/SPoIN- Pf Sra. N�91i9 N. C. dEPT.OF '4`RANSPmR'4'ATI6N V= 5 6 M P n V-� M P n _ �� PI� 3I�1235 Sf-01 SE-P/ � _____-- ---'- J � i p-835'33BrRi1 _ � , � . kLLOW/6LE IMf'ACTS ZON[ ' � �-'� 6�, gi _-_'_ ` . � ,1, r 36' � FRmJECT:I63886�Iu311 R ` �'� h' n y + '-- .� � [40.fU95-0FR6M W69T �OW �.���::::� ALLOWABLE IMPACTS ZONE 2 �Z . "f4P ^ a' SA 1b49 (JONES FAANBLIN Rm) o ' -RP9H- Pi Sro.N�33T3 �f � CON7CINUING ALONG I-440/US 61 , yq.� TO NOR'4'H OF US 64� O: 8fi4 '�� ' ' � �'- G' 9 ����� nv IDATE:07C28d2014 I � ' Y y ' RP I I 7R %I � . , : , p Qy , � -rrr9B sro.z .ez.9/ .. , .. LF a ��� � " - I + �+ y� t* * y -Y9 Pof SIa.IBMp� _ . R� R I ' . }e - Po Slo. 5 IpQ7) ��pp . 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W ,_ . _ __ z ` $ sua�wb' - ,.�., �x _ __ __- -- . . - - - _ - - � ,« ,,.� �� . . , � -__ . ,.:.x� �� BEG Z6'CdG i .�._ '-aPi _ ------_ .------- -- W J v� c - _ _ . ^r � i„c � STA12+3069 t249¢Gi! u�' - ' - - ---- - g N , o s. �. �iax,_ r U - � � � -CP'X'- SG Sra.13�5935 � � L� _ 3d5t�ppp - � q _ _ _ _ _ _ - '� � - o�,,,. �� `; ' � E o z�'CEC I' ` Por 5 ro WDO�159l17Ril W c _ "`_ r ..� �t.E E,s. ' . , � ..,,,� � so.z�weAs �iear in , F�.�. . , ., .. , - /�" r , m . A - - - " t Z Q H ..�.. . � - r5 5io iZ.0935 / - - - � c _ " �� , , . . � "LPX- CS Sro. ffi t05.92 -� _ . . y. �� i / . . "" g ' _ _ _ _ _ ' _ _ : W. � , -r9- Poi Sro.2�i38Ai= i B � J �. �� *q = ... p �' . _s. _ _ � �:,�Eo "������ � ��� .: .-� � , � -lPT+ - Sr SIa2l✓v,S,92 51R7'Ril '�'� '""` ,� � 9 �E .�� YIO 7 SI 12 B �� . �J , �v���.s j jDf' Ei D S7RUC7 �: .o •- � T_-� � ��rrs,' ' I WJ Q -c - ra. I u� SC Sra3l9*5890 "A��'"'� 6 C ��,. rEo p d, F _ -_ 'r � RP90 SC 51 .I6 85lp � G ,y r�: 4 �, � ( H 8T�3'��f p� ...r � ,,� ��� D � ���«o.= BE�, �� . ��„,,,,. � 2,.g. p'jP� aera i c at� '^s . �. ' � Q� IM'H5 STA3 SITE 2501 - IMPACT ZOOM-IN (SCALE� 1" = 50') � '-\ ,,,o,:� g, �[i SiA39+ . P, ` A r-RP90- STAn \ - ,�'N ` �_..� . . -w„�o. � � . _i�,e.0 � O� � � ' „ -r9- PI Aa2B�o198 "'"""`rrs S �.,�,...,.E " ,:. om \^, � � �� mo� �o o wo.� �yo- I LLF��W �1 Z �v j� � `�;. � � � , J// _� __ �.,� P�w � . u .�o b ,, t;� ,,.., , �__ -Ra9C- LUME OAiA '" s "" � � � � . ` � � PISIa IS+B1J6 PIs Sla 21H93I PISIa 2i�0519 87 ` . � 4 // -"" 2 �' p - 4TP5'5)BlRrl Bs = 445'/�.0 p - JJ25'436(Lil � L � � . ` . // .. 0 = 446'//�f [s 2WLV 0 = 260736T / \ `� � ` � " J/ � ' ' � [ - 93091 [T = 133.$ [ = 12936' ` . � . � � � .. T • 5251b' ST = 66TY T . 6601' \' � • �' � ." / ' .. R= I R= 2 \�� . .�� � sff onu� csneE� s _ I � �. V= 50 PH V= l5 PH � . �..,.,.� . SE = 01 Sf = 03 � ' �-RNJG- PC�Ao.25H972 �'� - PT -r9- POT 9a.Z/�IBae - .`�\ (,., /= d.P6� �DB -RP9G- PoT 5162 r] lOLrl'l�� ' -RP30- PLL SIa.22r86D8 "1 '\ � EN� SiFUGTroI/ -irvc- cunve onra SITE 2501 ��I - -+�'°. Pls 5/0 /3+10.5/ Pi S�a �1+0385 Pis 5/a 20+56.93 '" R: � , / Bs - 264ie'l5! 4= Z3P05'50]I'ILT� Bs - Z6'Ii'26/O � I Ls - 150Dd O- 35 S5' Hl4 Ls - 15P1A' cr - iais �- sx,5r a- iwie � $Tp,. 3� t 00.00 ST - 5/LG' r• s,a,o n-�n;• MATCHLINE SHEET 44 -Y9- R . iNqp V-9MPn SE - ci9 8 ���. ' f DPER E7 REIb � WA(L - R5- -/ryy'F5- AA35Q'6366 l-G- SIA354+50(X1.n2A0"RTI �-RP9D- STANtq2i,J03�'cri -RP9ASP1/R- CURyE OATA -HP9A- GViryE OATA 15 � 50.00 r� so w.sr5s n sm io.pa.as ns sro n.s� z ri sro ie,as�, a�: sm z�s+izm v� Ao z�.sss� r�a sro zs*se�e 43 v(�_ STA. - A-\ SC S�a.c'S+0359 d= 422'13TtlT) �= OM'429fNf� Bs = 603'32S d= 6Z2914FfRI1 Bs = i 373 p= 436'4p3fRT1 BS = 3'191�. -� 7As . \ O- rfi9Z6Z O= f3Y24T Gs = I80GY D= SIZ3l4 t- i90A]' 0= ii4l�C !s � 20p1ri MATCNLINE SHEE �� ' \� Zs•m : j2Sa r"='z��5p 5r ='��° 4-"�,�T.qjpip�' 5i = e'n T'-?as'n Sr •�6665 � 1 1 ... 'I V= l5 Pn V 6�MP r V- 59 MPM V' SiZ PH RP9B CUR✓f OATA f,� �� 1 I�I I �'�, se - oi se - a se • ca se - os Pis S�a i3�B5i2 i5�o i6�35i2 ai S�a 19+2939 /'s Sra 20�4625 Sro 22«S� . .. k 1 . 1 &s 553'53/d' 0 �V50'I2SfLTi gs Z48'3ia2 6is 033'Si5' � 34�3'3finY�aTi � Ls - 3/5LO' 0 3'4!/lA' /50L0' 115pJ' O 203'd42 . i 21p12' 28939' LT KtlDr tT 69P t 32935' � � 5T . lp$/Y T W5J2' SI 501]/ ST �T i-/!lfA ' '- � .;;�i� -NP90- CURVE DA7A p: I,5,�p�' R 415LY1' L, 1� �� Pls AO 16N&M Pl9e psW �2 M Ae 25t332H V = % MPH V = � MPn ' y. 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C. dEPT.OF '4`RANSPmR'4'ATI6N P�� � �� N=�5�qqp' Mv<�cxm 1" o Y9- Cu/N£ OAIA V= 56 MPh V- 60 PII 4ua+mN� l - . _ - _ ' o Sf - Ol SE - P/ ; - - - �. - - ' - DIVISImN D�' HIGH5VAY5 � i p - 835'33BrRi� ' � � i A @ _ � � / ALLOW/16LE IMf'ACTS ZONE ' 1"a� D f1a529 J WA�IE C�UNTY 1: L- �PIj6' s ' . y y 4 � . ' ' . , � . , ' ' * ` Ri'3A5 PC Sro.Nr3A77� �� r �5q �' � . g f .. y � * ' y _ - _ ' _ � � FRmJECT:I63886�Iu311 R = 4di0Lb' � � � � h ' � > • ' ' g � ' * � . ' ' y n' , � . ` ���PUQ�� I40/US 5-0 FR6M WEST �D� ALLOWABLE IMPACTS ZONF 2 � i .' .� '� c � v. . " t _ 4 i �, � ' �. _ , � , , r . � m . . . -_. . -.-�::-� z � ' . s ' + ' k � y � �' - ' - � "E ^ ` � 9A 1SIL9 GTONEo' FAANBLIN Rm) i �; i s � r•. -RP9H- PT 5�6 N�3313 1' t x i ' • '' y ' ' -y x ' � ��F � CON7CINUING ALONG I-440/US 61 �y i t � . o ' sY += r .' �� �:' � \� �-F pq. TO NOR'4'H OF US 64� O: 8fi4 ' - ' � ' � ` � / tuM'hlunn. 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C� DEPT.OP TRAN9PORTATION Pls Sto 361+/2pg n�v,s�o,v OF HI(HqAYB BS = Z� I.S� OO.�Y -�I WAKPI COUNTY LS = 304.00' ��� Aaaecn�saiei�sau LT = 200A2' ����� n��ow,�s�e i,v,encTs zoN� 2 �rp/U9 p! P0.0M Wear oP ST = IOD.OI� SR IjIQ tJONE9 FRANHUN ND� FQL DECK �RAINS �/�/// IMPACTS PERM�TTED ON CONTINUIN6 ALONd i-(!a/UBII INSTALLED DUR�NG MOT MOT BUFFER PERMITS /PO NORTH OF US 6!/ US IF! UATFwd�/S6I2alt CIEANOU7 Ex157 DITCH To ENSURE EI�D PERM,4I�/EI�T PosirivE oaniNncE ROCHESTER HEIGNTS HISTORIC DISTRICT RFreiA�iA�r. eii - i�- S � � m�. ��� ;�. � � .. j � �� I i 4; � � � K I I �� �� R NEE � � � I � rv -�p� � H RRiS TRU S�ITH J SAMUEL '= L y�RE I I� :��_� tB4CK1 80nPG 675 HE ITT ' o ' j�ADLEY C I�, A � -s 29�5 PG i 3 z i957 P p�PG 37 - g� � LIpDSEY - 4 L . B i957 PG BIA �957 �3i5i PG a — i9s� ac � � NPB Q HPB O CLASS '6' RIP RAP HPg — O SBG INSTAIICD IN MOT PHASC EST 2 TONS TO 9E RETAINED STA 358�� 45 EST / SY GEO BEGI PERMA E I -Ry�L6- 366+55.00 f-LI- STA 366+55.00.88.62' LTI � � � SITE 260 (MOT 26 ,�) m RETAIN SLOT DRAIN I � ALONG FACE OF f \ PFRMANENT TRAfFIC � � / . I � 70 366 � 25 -Ll- I�ET �(�i �-Ry�'Lb- ,a w��eows, -RyyL6- STA365+25.00 � -U- CS Sta.360+12.07 CONNECTo s �-U- STA 365+25.00.88.62' LTI ln �' So' -Ll- ST Sto.363+12A7 M � py �1 N C � Q— _ _ 15" RCP�I NA� �� P�P� � ' — TF7G1 T62GI r_ � ~_ o O O � O C � � �� � � � ; ' ^ ` 15" RCP Ifl TB2G� �� 15" RCP-III 15" RCP-III N �' ~ Tsz�� � �� W � —� $ � W � � g � o � _ � � � 25dTAP£R � PRpP.GUAR�RAI! Z _ - - - _ - - - - � - - - C - - -� - _ -BEGIN SBG � � RE�E EXIST. _i�_ srq. 3ss � iz j � cu.a�ac _ ���-=- 1"� —i � Q _� I�� � � D6. 72 PG W35 I I BM �96 P�,, 197 Ix . I II �\\� /�i/ I IX \\�/ � � � � ��, x-� � PROPOSED �IED/A�' CONCRETE BARPoER C /rRE�IIOVE EXI57.IX/ARDRNL rvPE s-» '_ � _ /' �_ � _�_ � _�_ _r�_—. T87GI C_ _ _ _ — _ � END S9Gi8EGiN BARRIER WALL $TA. 365-00 - RETAIN SIOT DRAIN ALONG FACE OF PERMANENT TRAFFIC �� � � " � BARRIER BEGIN PERM�NENT RET l G L- R7- -RyyR7- STA365+25A0 f-U- STA 365+25A0.90.55' RTI �� i i � � \ i NPB1 i � � � �� �� � �� �� �/ � ��j /� ����� / / � /� �/ � � / 15" WiELBOWS, �/� ,�� � ROO, & LUG �, /�,/'' ' i CONNECTORS �ETAI�1 - 15" W/ELBOWS, ROD, & Ll1G CONNECTORS TIE 1B W/MH COVER TO E%IST 16" CMP � 0 O N -Yll- POT S1a.l0+pp,p0 '� HPB RETAIIyIIyG WALL -RVyR7- -Ry�R7- 5TA.366+74.98 �-Ll- STA 366+75AO.f88.63' RTI SITE 2601 (MOT 2601) � � CLCANOUT C%IST � DITCH & PIPE TO Q ENSURE POSITIVE Z DRAINAGE - -,- - - � "`# k.l � `'t��„i ; CRAIIITE � RS�sH Kimley>>> Horn 4A9 = PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 26 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELINiIN RY I�LAN5 IDO NOT US6 FO CONSTRUCTION BEGIH PER,{�AIyENT END PER,{�,4NENT RETAI l G ALL - U- -h'y�L7- STA368f13A0 RETAI l G ALL - L7- f-U- ST A 368+13.00. 88.78' LT I -�L7- ST A, 369+4928 Q f-U- STA 369+50A0.88.78' LT1 � � _ ��� � �I I� � ���-I�� TIE 2GIT0 � � � o� � � txisr ie^ Kcr � HA�LET B I I"' J �' �IILKINS, JR , 1���! ; i� T �..,..'o �15" WfLBOWS, _.. _... . .�.� . .. ROD, 8 LUG CONNKIORS END 6ARRIER WALNiEGIN SBG END TRANSITIOW O �RETA�N SLOT DRAIN 5TA.369:�50 6EGW E%PRESSWAY CUTTER O ALONG FACE OF STA. 377 �. 75 PERMANENT TRAFFIC OARRIER END 56G' O BEGIN TRANSITION O HPB sTn. sn �, �s REiAiN NPB � RETAIN �� - 15" RCP-III 15" RCP-III 'l�TF�PER _ _ _ _ _ _RETAIN _ _ _ _ � _ TR�f.I TBiGI � �GI � __-------�ar�Err '— a �� HPB + M sC � �----- (+7 F� N � �� � ~ `� � `� � � � ty g J ' _ i I � O N O 1� �/ S � 8 �� � � N � � � l5" RCP�V W 2GI 2GI 2GI W C C v I � 1 REMOVE /,1, FOPS W `BEGW ExPRESSWAY GUTTER � STA. 368 � 34 15' WiEleOWS, .. . . --. - - . . R��, 8 ��G \ ��,�,r,{;rw ����wi�-'`_;�; - � � O � � _� �; J RETAIN CONNCCTORS � � n T _ � n � � � V 'IIA,r Iy HOMEREACH � S'�t � "' � � M�96 PG 38 � / � E`l�` TER H �AUN N 2�e � C, I ,�,� `�V�AN , 0 BY I�G 3T B i3166 PG 1235 �B �;.- :—��� � �_ ROB� Z�9i77 G 2345-� n gB i9 pG ' BM �960 P 3 - � �. L X— -' �I�11 � _�_' ���`I _---� �� �1`V ' � W PiPKi NS B i960 P 1,� pB �i83i PC 799 N �a. � \1 � I � ;� � � - BM 1960 PG �. � � I Z . � . `` . O ��� `' `' � II � � li �_ _�,_ ,�- �� „ , , � . � .. - . . . . .360 PG �� � � � . . � � ���� o� � \�� � � � , 'o�s�� � b�� 93?T :��SU PG 13B ` /y� /N ��AY�OND �'.sN. .. \� // PARKS \ . � y_/ D8 2346 PG 39i �\.,.. I, 9M i950 PG 38 � FOR -Ll- LT PROFILE, SEE SHEET NO. 71 FOR -Ll- RT PROFILE, SEE SHEET NO. 71 � Z � � -LI- CURVE DATA Pls Sto 361+/2.08 ,���;_,; � es = z �5' OOA' Ls = 30a.00' LT = 200A2' ����� n��cwne�e unrncT� zoN� a ST = 100.0/' ������ IMPAC75 PERMITTED ON MOT BUFFER PERMITS ROCHESTER HEIGNTS HISTORIC DISTRICT N. Q DEP'C.OF TRAN9PORTAT[ON DIVI910N OP HIbdWATB WAKE COUNTY vnaEC r:�sss8i �aaii [(D/U8 6( FROM WEBT OF 6R 1319 UQNPS FRANKLIN RD) CONTINUINO ALONO I-1IO�US 6f Ta NORTH OM UB 61/ U9 261 DATEt07/]B/�lOCA F�LL DECK �RAINS INSTALLED DUR�NG MOT CIEANOUT EXIST DITCH TO ENSURE � POSITNE DRAINAGE -Ry�L6- 366+55.00 � f-LI- STA 366+55.00.88.62' LTI � / , ��� '�,_- ___� . - � � I �� � . � ��, � � � �: _ ; I �� I � -� . ' � m � ��� / � �� = o �� g � � � � � t; �� ' � ; ��- - "tR� � H RRiS TRU � SMI�H J SAi�UEL 'e � � I � � - ��3'� � '_�'_� '.. (B4CK1 80nPG 675. 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M � ` -��-�� ��-'Q�� -,. _ �- - - ,.. . ... - � . ._� FROPOS`@0 �IEDiAly.COI�CRETE BARRiER"' .. �� .,� /� ,� _. _.. .� N . v _ � Q � " _ - - _ - -' _ _ _ - _ _ _ aE�lave �x�sr.�uaRa�ra� _ z'� � ���� � . i — ..� �- - - � _ 1�" RCP�I C � . TYPE �7T � ' P�I � PfTDP,('iU L ._— —��.. �TF7GI TB2GI —.-. —.. _. — - -- � ZSJT-APER F E7F �El N "� �� � «= ' T�2G � � «� (� t� l� l� � Ly �� _. O O � O O � O 6 6 O � O p ' � � � � ` TB GI '^ ` -- 15" RCP Ifl TB2G� p p � � 15" RCP-III . ... 15" RCP-III ' IS" RCP-III ^ N � �� � —_ 15" RCP-I� O i62 � T82GI T87GI L �/ cy r �1 �► a:_,.. �p N t� $ S $ / O O O O RETAIN , O W �1 �� o o O\ \ O % � W � � � i _ ~ � i � 25dTAP£R \ $ ? PROP.GUAR�R.VL $ nPE a..z� � p te2�i N T¢2t W= ,r, � . . � ._ . . ' � _ _ � ..e � �� - ' _ _ _ - _^ --_ _ � �. ' ' � I /// Z " - ' -: - - - - -� - _-..�, _ �-��-y /$7 a€GISAB6 � � N . . " - // • z . C� '" ;� � . � i _ _ , , i _ - — - � RE�puyC �EX � .-� T ' 3 �1Z � ''� END SBGi6EG�N BARqJER� PROP.�ET N/A/B ///// � -. � ' "_ - - _ �-. -..- iiU.4ROR.NL � � / �. _ _ �wACL STA. 365 -.00� j�'ALL % % / �/ / / /. / / /� J �.. . - = '-_ � .. - . . . - . L!I /liJUL/ � Y' 2 � _�_"F.i � � _ _ r- , � U � RETAIN SlOT DRAI � ' ALONG FACE O� � ` \ � \ ` ��� I / . . �J PERMANENT TRAFFIC _ VI I I � BARRIER � z - � �Nc ��X - ���� � eg� �z �s5 � -- _ BEGIN PERMAA/ENr ��Ai M 96 P�,, 97 I I ��� � I � ��_1//�� � ����� �� �, �x � �� � � � � � �, x-1 '`F -RyyR7- STA365+25A0 f-U- STA 365+25A0.90.55' RTI � 15' V�ELBOWS' ' ROD 8�1.uC'i ( � / CONI�CrORS //� T I E 1 8 W/N�H C O V E R J� rm exisT`is .CMP ; �� �_ END PERMANENT : � ` r f RETAIIyIIyG y�ALL =RWR7- -Ry�R7- 5TA.366+�4.98 �-Ll- STA 366+75AO,f88.63' RTI SITE 2601 (MOT 2601) j � �� . -Yll- POT 510.10+00.00 ��i i� i-> � is•� wretsows, ROD, � LUG LQNN ECTORS � � — � �� r� I � i , ..RETI(IN —� , f .� (\:l'1 � H��OVER �� / CLCANOUT C%IST DITCH & PIPE TO ENSURE POSITIVE DRAINAGE HPB � 0 O N I — � N � m � a Z / � 1 .i �. � j ■ .. Of51GN�9L-iiJ� Sfidb'i�CfS Kimley>>> Horn PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 26 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 BEGIH PER,{�AIyENT END PER,{�,4NENT RETAI l G ALL - U- -h'y�L7-, STA368f13A0 RETAI l G ALL - L7- f-U- Srf1.368t13Ap,88.78'LTI , -�L7- STA,369+4928, .- ' f-U- ST.4� 369+50A0 $878' LTJ . � g, � �� � �� �� 1 � —_ ,�a= � ___ . , ', , �� �, ,�1 � � ���-�r�- W-�-r TIE 2GI TO I � I I I � -. tXISI IB" RCP��� i -.A,�� A�LET� � I I P'. I I� I' -. ,, ��[�ciNS. JR �. i,_,, �- � A � �.��$�."^=-�nn�.r^.-: ur, we�eows,'. _ _ . ROD, R LUG . �� �" �. _, COIJNKIORS END, 6ARRIER WALINEGIN SBG` END TRANSITTOW RETA�N SLOT DRAIN STA 369 :�50 6EGW E%PRESSWAY GUTTER ALONG FACE OF . �. STP.. 37� � 75 PERMANENT TRAFFIC `. END 56G' � � '� 6ARRIER � � REGIN TRANSITION �� HPB sT� sn ,�s NPB � REinw RerniN �` � HPB '� `15' RCR-10 .- .. � � . - � 55'`RCa_ut_.. 25dTAPER �uernw � - - C - TAP � �- - - T82GI TB2G�� -, �GI � � ' � �I F� N OcNi � .�. . �. 1� �1 - a - —�- --------� -�= -- a � """ 15" RCP�V p 7Gi - � — �GI 2GI 2G1 ..�. ..� _ 5:i7AP£R � ." - - _ _ _ _ ._ -. _ . � _ il � _ - - - _ - - - _ - - - - - - Si:. --.�5° - - _ - _ _ - -E � � .- - - -.- -. �ar raac-rr � . .. - � � - _ - - - - - - _ - - - a�raove �iz Ft)Ps � � BEGIN �� ExPRE55WAY GUTTEJt � / _ _ _ ._ � — m- _ � _, . . STA. 368 �� �34 �- � � ��15"WiEleOWS, 1 - / A.,.� ..��_ - � � . l Vl `� i ROD, 8 LUG . { "'�, ��`'� r.y � � �/ �� ❑ � `Cp� �•`�.__ _. RETAIN CONNECTORS - ,� � Lu �j � / / i / • f � � �r� I, i � � � i � /�I `, � � � \ � � i�-i ��� i � i i �� ' ! ,. � r� - ��3 , � � HOMEREACH I SAL � � r` �� � M i9c �'� PG 3s / i i I � � �� E� TER ,,H V AUN 266B C �i �., I � � � I i /� y, �n o � Z'�BRY NT � r3166 PG 1235 ��B �'�' ,, � ��-1 I i / f i�, �,/ I y� 01�(AN 03B pc 3r �I� } ��� 9i77'NG 2345-� �9 pG BM 1960 P 3 � � E i � �' PIPKiN s� B i960 v 1 y� }1, ,� n: p� ii83iPC 799 N�.I I� \� �� I���� '� �, � ,��� . � i . / � �8M I i9$0 PG �, . �, - ' � � � � � o � � � R, � m 21 � ,. �� � � � � �I � ,,�, ppp {� N � �;��y/W� Qo'� 1 \\� � i � ��i�,'y'i' �a�usri " //�i q�, ',�`; � ' � � `�� � �1 � �'11 '�'��,I;; 27105T ��38 �?/ /p � � •N'�ST\ � �`` �\ � � � I� ,' 28��y --,—,'Li -- � � � _ -" �_ �� � �� � ./ i0 gC 4 98A�V � ��\ - � _ �_��� / . � / � , �� �� � �� � I I ' / �� 1960 PG �A�� . . . � ' i �� ` i�i� �1��'0 � \� � i �,� N5''o�3" 9gc.t� ��'+.; i4o \ ` � � ti� �AY�OND\� :��SU PG 3B �/ /� @M �95AK G 38� � % '� ' _ � �b \b S 65 g9 � /. r � FOR -Ll- LT PROFILE, SEE SHEET NO. 71 FOR -Ll- RT PROFILE, SEE SHEET NO. 71 � Z O K -Ll- ST Sto.387+00.18 � h h � � h p � � � b REfNN (� "M�75 I� � SEE ORAINAGE MAWTENANCE TABLE SHEET 2{ -Y12- CURVE DATA �� PI Sta 14+55.70 � � = 3i 2l' 503" (RTl ti 0= ll' 27' 33.0' L = 326.06' T = /69A7' R = 500.00' 0 � SITE 2801 I I I 15" WiELBOWS, ROD, R LUG CONNECTORS I yB\� �� RETAIN EJ(I5T �' - ��"'.4 �DECK DRAINS ��-, � �� EiF TVPE -77 BEGIN SBG = -LI- $TA. 388 ' 73 �� s PLUG, FILL, AND � �-A4iE �n � /— MOT TF � _,,,,-� s � o N W � WT i,^ V I W Z V Q �r o � �u^R°n - 25:� TAPER � 1Z - 6" MEDIAN DECK DRAINS REQUIRED SEE SHEET 7-BJ FOR LOCATIONS (FILL AfTER COMPLE110N OF MOn -Y12- PC Sta.l2t86.63 RETAIN - PC lJ — [ SITE 2801 (MOT 2801) R PREFORMED SGOUR HOLE OUTLET PROTKTION CLA$$ 'B' RIP RAP EST 8 TONS EST 16 SV GEO EST 25 SY PSRM Stt DtIAIL GSHEET 2-BJ RE�aE £wsr. �s�� w��sows, � ����� ROD, 8 lUG CONNECTORS C _ _ - - � rrc i - _ -LI- CURVE DATA Pls Sto 396+23.30 Pl Sto 402+8951 6s = 4' 48' 00.0" �= 20' 02' 59.4' fRTJ Ls = 480.00' D= 2' 00' 00.0' LT = 320J2' L = I.00249' ST = 160✓l' T = 5a6.42' R = 2.864.79' V = 76 �PH SE = 08 2GI � � � .� �. j ■ .. Of51GN�9L-iiJ� Sfidb'i�CfS PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 28 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 g ��� r �� Kimley>>> Horn � I � �, � .�� � .� � � � ��� ��� ���� �� ��� ��� �� ����������������������� ���� ��� ���� ���������� ,�� �� � � � � ,� � � '� � � � � �� � � � � � � � � �� � � � � �� � � � �� � .� � �` �� � � � �� �. � � � �� ,� � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ��� � � � � //� �� �� � ,�� �� '�� � �� �� '�� ��a'�s�.'B � AP � �� � .�� �� '�� � ,�� �� '�� �� R� �'b� �� �. �� �'� �� � �� �'� �� �� .� �� �'� �� � ��sAFCN�4QN ���� � '� �� ��� � �� �� �� '� �� �� �� �� � �� �s�n�r�G� �� � � � �� � �� ��M��r�n^�� �� �ru���� o� ,�� �� � �� �� �� �� � �� �� �� � �E�s�r�FTON��P�� � �� '�aM� �\� �,� �� �'� � �� �� �'� � �� �.� �� �'� � �� �.� �� �� �- - �rns��_._e,.y�-_�na,�Noora ___ _�e,y-y- '�--��.� �- �--�-e,M t. �Tss7cet� _� ..,_ y` �F y` ,� 1� y` `t� �' — -'F — � — — _a'M—..— _ CLASS 'B' RIP RAP 15" W�ELBOWS, � � �_ �_�_ -U- SC Sto.397+83J8 esT z TONs eo�, a wc .x '� — � —'� e �. — � PLUG, FILL, AND E5T 7 SY GEO CONNECTORS � O 7A" WiELBOWS � eaeninn�i END 56G -L7- STA. 393 +� 00 � REMOVE � — g _ F _ _ _ caT-� - -F- _ - C PROPOSED MEDIAN � - CONCRETE BARR/ER REMOVE EXiST. cuaroRa� vy �", ,'. ... . �� . . .. ����� �LLOVJl,6LE IMP�CTS ZONE 2 ����� IMPACTS PERMInED ON M07 BUFFER PERMiTS ROD, & LUG CONNCCTORS � � � � — _ _ C _ — _ _ — � � _ r r �� TB2G1 �i � CULVERT PRESERVATION $ITE �i29 - — — �SEk DlIAIL M /$Httl 2-BJ — _ — — _ — — — — — — — — — — — — — — — — — — — 1B W/ * C MH COVER JB W/ _ r T r � _ MH COVER , � � RETAIN & _ � _, — — — — — — — — — [` � PRtStRVt — — — — — — FT,c. ,x�. � C O 1� 0 � /1'�� �! I �I � _ — '_ J �� � � � -------------------- ~ �'------------- � � N — � '------ `� � irF s W � � `CIA55'A'RIPRAP 'M-19� \ f(� � EST 5 TONS SEE �RAINAGE `M " �� y1 M �9g � SEE DRAINAGE r MAINIENANCE e � /\ .�\? - .rul TABLE . �. . Tf � 1R\ �\ �\ �� AOI ETENANCE r _ . . _ - _.. . . -M-194 1 I ���'�l o-��Ioy °H JG.t.� SEE DRAINAGE m m P B S�� MAINTENANCE � � ���� TABLE '��' � 1 N 2 < ,�s �O; G_ _'_ . c i, j �. OGS•S ,�-4T - � z e�?�6! �(r< 5 o r� :c ��I DO� '�se� � 1y _ // �� B� �bg, �20`� �� ;�T �� 3Joo y9 � �2 A� S,Q� N 5 6577-59• �y � I� O z�s.so— / e ! N. � DE�'C.OF TRAN9PORTATION DIVI910N OR HtC3HWAT8 WAKE COU{VTY rnwecm �wssi �a3�i i10/U9 N FROM WEbT OF BR 1319 40NE6 FRANKLIN RW CONTINUIN( ALON(� I-1%��b b1 TO NORTH OF U6 M/ U9 Sbt DA'[Wi07/!8/3p11 �IJ�,yS SEE DRAINAGE MAINTENANCE TABLE — RANKS ONLY CLASS II RIP RAP E5T 25 TONS EST 30 5Y GEO 'M-199 � T�QpER (/� SEE DRAINAGE MAINTFNANCF TABLE W Z SPECIAL CUT DITCFI wMINGE J SITE 280Z SEE DETAIL A iSHEET 2-BJ � (WETLAND/STREAM 2802) � � Maintenance Items Causing Impacts Item Nurnber RFP Required Repairs Praposed Repairs M-195 Clear trees around headwall & slip-line pipe Slipline pipe and Gear trces Repair paaed ditthcs washcd out near tross fine M-198 Repai r pa�ed d iteh 100�200' west of Exit 3D0 si n FOR -Ll- LT PROFILE, SEE SHEET NO. 73 FOR -Ll- RT PROFILE, SEE SHEET NO. 73 � Z O � -Ll- ST Sto.387+00.18 � � h , � ° Z � h p 0 � � � � b TNN (V "M-315 I� � SEE ORAINAGE MAWTENANCE TABLE SHEET �� �"RETAIN� EJ(I5T �E�'K pRA1N5 � C � "'�� �� ; � � N f W � W V • W Z U Q � /I � P � � 7 I i � � � �• F m II �ie '�� 2 �_ Ei� TV� »� BG,_-� 388 77 'LUG, F�A�� FTIOrLS MO1 _ -Y12- CURVE DATA PI Sta 14+55.70 � = 3i 2l' 503" (RTl 0 = ll' 27' 33.0' L = 326.06' T = /69A7' R = 500.00' 0 M SITE 2801 � / - / ( PREFORMED $COUR HOLE \ OUTIET PROTKTION 1 CLA55 'B' RIP RAP � EST 8 TONS EST 16 SV GEO EST 25 SV PSRM Stt DtIAIL CrSHEET 2-BJ � � I - - _ ' , _ - �13" WiEl60WS,� / ' � - � ` . ROD, 8 LUG I/ 15'LW/EL90WS, � CONNECTORS REryO�E EX/ST. ROD,B LUG.. a GUARORAa -- ._. coNivECTORs .. -' -u1 . . .. O � _ - - G i T :��' .___N _ � _ _' SF'+��ETF T r ,� -LI- CURVE DATA Pls Sto 396+23.30 Pl Sto 402+8951 6s = 4' 48' 00.0" �= 20' 02' 59.4' fRTJ Ls = 480.00' D= 2' 00' 00.0' LT = 320J2' L = I.00249' ST = 160✓l' T = 5a6.42' R = 2.864.79' V = 76 �PH SE = 08 � � � .� �. j ■ .. Of51GN�9L-iiJ� Sfidb'i�CfS PROIECT REFERENCE NO. $HEET NO. 1-5338/1-53/l 28 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 g ��� r �� Kimley>>> Horn � I � �, � .�� � .� � � � ��� ��� ���� �� ��� ��� �� ����������������������� ���� ��� ���� ���������� ,�� �� � � � � ,� � � '� � � � � �� � � � � � � � � �� � � � � �� � � � �� � .� � �` �� � � � �� �. � � � �� ,� � �'Y' � �l � �' � � ,l � ,F � �t � �` � � '�` � � � � � � '� � � � � � � �l � '� � � � � � � '� � � � � � � �H8" WiE B �S, � � � 1` � � � � � � 1� � '� � � � � � � �l � y` � � � � 6FG,�F C�, AND � � � �`' y' . � �l '�' `L � � yc '`' yc � � y` '� � �t5�1 3'tfON� RAP �'N' � � yc � �l �'� � y '� � � � R�, 8 [�f1G � � ,� �l '� � � � � '� � � � � yr. �C � � � �BANROIJ '� � � � 1� �\'y' �l ,Y, 14 '� �l .� y` � � ,C, esA�n sr�GEo� 1� '� � -M �Cn �Y- �oNr.!(crox8 1 ,� �l � ,� � ,� � �` � ye l •F � y y` � y� � yc � ,� y� � S E DR�INAG� � LUG}�fILL,�ND � y� 'Y' � � �Y y` �,� 1� l�i-ASS B IP RA� Y� � � yc d � � y: '�" � � y- 1' � � ,F � � .� `� M�INTCNA�,CC �l AB�NDOCd '�' y` yr. yc '� �_ � .,� d '� � .p EST'�F TON� ,� �C- '�9�M� °� � � � � � � � � � � � � � �rne��_ _a,Mv- -'� - - - - - a,y_.�,_ .� _ � ��_ �_a,M �7 s sW �et� - � � � � � � � � � � � � � _ _,� _ � - - _v e � � yc �F '�` � y� `F � ,� _ d - � - � -OiM-,.- .v . _ - .�.�- J ... 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Of51GA1�9L-iiJ S 7b'i�CfS Kimley>>> Horn I I t; \ i �'� -RP9A' I � . - � � 30+�� 1 � I _ �_ '` � �.1 _ - .. . � �, ���. I F A4�r.- . / � � ,' ���\` / -RP9A- CS Sio. 28+97.95 , '. I � � �,� `t / � S f {' �' / , 1 ! ��� � I ,/ � f J'� . I 1�� � '" 6 I � . .i � 1 ' �m � � S� V �� �� �� r � :�� I' � I I \ �' I 1\ � � I .�,� \ �. r4 � �' �� � 1 � ,}� i, m'� i 1 ,�i� ,�i��, ,ii ��i'�� o � � . 1 r � ,� � 1 \ 1 `t'� � ~ �� � m - � � � ` � � � D CONSTRUCTION ! t � � -R 9A POC Sio.26t5870 � � i � t � ; 1 , ` 1 @ 15+00 -Y9- � l ' \ 1 i �' BE N SBG � `� -RP9 SPUR- 5��. 16! 0 � m — F � gl / �/ � ' �� � .. i � 1 1 �� � ' ' � ` ET 25 Y9— STA.15 + 50.00 �, , , � MqTCHLINE SHE -� * � � �., PROIECT REFERENCE NO. $HEET NO. 1-5339/1-53/l 3 RnN SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER IN�M[PL E PLANg DO NOT USE FOR s W ACQUISIT60N PRELoNiINo RYST�LA N5 FOR -RP9A- PROFILE, SEE SHEET NO. 103 FOR -RP9BSPUR- PROFILE, SEE SHEET NO. 104,10 Se� �heet % A; Or indet' rf �hret5 See SY�eet l-B For Conventfonal Symbols � � � � � V BEGI11l TIP PROJECT I-5338 0 —Ll— J1f1.19+UZ.UU 1o��Us1 �I4�p AREA 2A AREA 1 �� i w�q � ��� AREA _ 1 0 a" 0 x `�0 k,y,� AREA� � � 2A �� 00 � \�� � �O AREA 2A ����� �� ����� �������� �������� �� �������� WA�:E COUI�TY LOCATI0IV: I-40 / US 64 FROM WEST OF SR 1319 (JONES FRA11tKLI11l RD) C011lTINUIIVG AL0111G I-440 / US 64 TO 11lORTH OF US 64 / US 264 TYPE OF WORK PA VING, GRADING, DRAIIVAGE, STR UCTURE REHABILITATI0IV, STRUCTURE WIDE11lI111G, GUARDRAIL, SIG11lI111G, LIGHTING, A11tD ITS END TIP PROJECT I-5311 —L3— STA. 628 + 60.00 NOTE: AREA 1: —Ll— STA.19 + 02.00 TO —LI— STA. 68 + 12.63 AREA 2A: —Ll— STA. 68 + 12.63 TO —LI— STA. 285 + 50.00 AREA 2B: —LI— STA. 285 + 50.00 TO —L2LT— AND —L2RT— STA. 444 + 00.00 AREA 3: —L2LT— AND —L2RT— STA. 444 + 00.00 TO —L3— STA. 628 + 60.00 THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS LIMITED TO INTERCHANGES. 0 0 � 0 0 N 0 0 9� N 2,y 9 E1VD TIP PROJECT I-5338 BEGI11l TIP PROJECT I-5311 —L3— STA. S00 + 00.00 –LI– STA. 444 + 00.00 = –L2LT– STfI. 444 + 00.00 (47.00' LT) _ –L2RT– STA. 444 + 00.00 (23.00' RT) Z � AREA 2B �'" 'r Q o� � � O o � i �� p� � o o+ ,� '�' � fa oX v�9�q 28 '� � "� � w � p��, o ���c � �` _ '9JpE 9 fy� �–� � — �9i 93 � a � � f ��'9��^ �� � '/\ NORFOLK SO UTHERN RAILROAD 600 + 00 � _�_ ' � � , � � i qRE9 �8 \� � A�q 3 O� 0,��� . � �C� ��� '� ��Qq7� ��O' .'r7�`��T� . ���i �' � -� -� -� -� -� -� -� -� �+: CRABTREE CREEK POOLE ROAD -Y15- -L3— J l H. JVV t UI/.VO = 2LT– STA. 499 + 94.85 (10.00' LT.) _ –L2RT– STA. S01 +30.89 (22.00'RT.) AREA 1 & 2A FINAL ROADWAY PLANS SUBMITTAL NO: D-158 JUNE 26, 2014 Prepared ln the Off/r,e of: HYDRAULICS ENGIIKEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RSF�H ,,, ARCHITECTS ENGINEERS PLANNERS INC. °>�F�FF�p;o°�"�`' 50 25 0 50 100 ADT 2013 = 126,025 � _;Qe 9�9�, 8601 SIX FORKS ROAD, SOITE 260 SCAL `� �� I�Ooqp� ADT 2035 = 184,600 naLErcx, xc z�e�s ;�:. o26aao i>; �� �� D � 9 �o LENGTH STORUCTURETTPPROJECTII553 8/I55311 ,0042 MILES srcNazuns: �`�NiNF�?�,�,� a3 � p 2012 ST9NDARD SPECIFICATIONS '" �F � PLANS – � ��;?5..��� � o 55 /o JASON TALLEY, PE ^° P.E. � � 50 25 0 50 l00 T– g %* RIGHT OF WAY DATE: neo�Ecr sxc7xEex � g TOTAL LENGTH TIP PROJECT I-5338 / I-5311 = 11.545 MILES ROADWAY DESIGN ENGINEER p � V= 70 MPH MAY 13, 2013 •' '�?Ro"��.,, PROFILE (HORIZONTAL) _ JARED BOND, PE ,°o��"- oN q-.,, ���p o��`�� E2:`FE55� �. *(TTST =4% + DUAL =4%) *NOTE: EASTBOUND LANES USED TO CALCULATE LENGTH OF PROJECT. rRo�scrnEs�cx ExcrNEEa ' SEAL `��: : a �Q� 10 5 0 10 20 LETTIIVG DATE: �. oz9a�a ; � p��� FUNC CLASS = INTERSTATE ` ' ' K. ZAK HAMIDI, PE MAY 13,_2013 `,, %F"�'"EE`E+,.-' PROFILE (VERTICAL) ``%°ry��:;�"°� P.E. NCDOT CONTACT SIGNATl7RE: \ � N Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing lron Pin � Property Corner Property Monument � Parcel/$equence Number iz3 Existing Fence Line -� �� �- Proposed Woven Wire Fence e Proposed Chain Link Fence � Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E^a Existing Endangered Plant Boundary — EPa Known Soil Contamination: Area or Site —�— � Potential Soil Contamination: Area or Site � �? ���P �� BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or WG Tank Cap � O Sign � Well � ° Small Mine �' Foundation � Area Outline 0 Cemetery �i Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream ,S . Buffer Zone 1 sz i Buffer Zone 2 ez z Flow Arrow � -- -- Disappearing $tream � — $pring c�'_.._,.� Wetland � Proposed Lateral, Tail, Head Ditch ` � False Sump � Existing Transportation Faeility —erF Top of Bank rs — �°�'��i� �IF�� ��I��I�[ ��IFgC�?]L�1�� �� �Y ��l'��� �ll :L�L�`�J�� VV � 1�11 CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Standard Gauge �c�r�1rR��s�oR�r�1�oN��� RR Signal Milepost M,r��o r 3s Switch 0 swircn RR Abandoned � -� — RR Dismantled -------- RIGHT OF Wfl Y.• Baseline Control Point ♦ Existing Right of Way Marker � Existing Right of Way Line Proposed Right of Way Line Ry Proposed Right of Way Line with � Iron Pin and Cap Marker Proposed Right of Way Line with � Concrete or Granite fLW Marker Proposed Control of Access Line with � Concrete C/A Marker Existing Control of Access ',A; Proposed Control of Access � Existing Easement Line E Proposed Temporary Construction Easement - e Proposed Temporary Drainage Easement TDE Proposed Permanent Drainage Easement PDE Proposed Permanent Drainage /Utility Easement ouE Proposed Permanent Utility Easement rue Proposed Temporary Utility Easement rue Proposed Aerial Utility Easement AUE Proposed Permanent Easement with Iron Pin and Cap Marker � ���' ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut --- �--- Proposed Slope $takes Fill - - - F - - - Proposed Curb Ramp cR Existing Metal Guardrail ' ' ' Proposed Guardrail � � � � Existing Cable Guiderail ° ° ° Proposed Cable Guiderail ° ° ° ° Equality Symbol � Pavement Removal i� I�EGETf1TION.• Single Tree s`� Single Shrub � Hedge „,-"'""^^ "� °,,' Woods Line �_ _________ ____ ��, � Orchard Vineyard EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded WG Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: �—• Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole OO Telephone Booth Cl Telephone Pedestal T❑ Telephone Cell Tower �� U/G Telephone Cable Hand Hole "«+ Recorded U/G Telephone Cable � Designated U/G Telephone Cable (S.U.E.*) - - - - -�- - Recorded U/G Telephone Conduit — ��— Designated WG Telephone Conduit (S.U.E.*� - - - -�°- - Recorded WG Fiber Optics Cable � F°— Designated U/G Fiber Optics Cable (S.U.E.*j -� �° WATER: Water Manhole OO Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line w— Designated U/G Water Line (S.U.E.*) - - - -w- - Above Ground Water Line A�� W�*er rv: N Satellite Dish O' N Pedestal 0 N Tower � U/G N Cable Hand Hole "H Recorded U/G N Cable �° Designated U/G TV Cable (S.U.E.*) - - - -��- - - - Recorded U/G Fiber Optic Cable �° F� Designated U/G Fiber Optic Cable (S.U.E.*� - - - - ° F�- - - GAS: Gas Valve 0 Gas Meter � Recorded U/G Gas Line � Designated U/G Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line '�� �°s SANITARY SEWER: Sanitary Sewer Manhole �% Sanitary Sewer Cleanout �+ U/G Sanitary Sewer Line s_ Above Ground Sanitary Sewer A�� 5a��+a�v < Recorded SS Forced Main Line Fs� Designated SS Forced Main Line (S.U.E.*) - - - - -F��- - - - MISCELLANEOUS: Utility Pole � Utility Pole with Base n Utility Located Object o Utility TrafFic Signal Box n Utility Unknown luG Line ���� U/G Tank; Water, Gas, Oil � Underground Storage Tank, Approx. Loc. �5r A/G Tank; Water, Gas, Oil C Geoenvironmental Boring � U/G Test Hole (S.U.E.*) p Abandoned According to Utility Records AATUR End of Information E.O.I. DATUM DESCRIPTION THE LOCALIZED COQ3DI�ATE SYSTEM DEVELOPED FOR THIS PROJECT [5 BASED ON 1Ht S�fATE PLANE COORDINATES ESTABLISHED BY NCDOT 1=0R MONUMENT °I-5338-20° WiTH NAD 83/NSRS 2007 STATE PLANE GR]D COORDINATES OF NORTHING: 729585.0721ft) EASTING: 2107424.698(ftl ELFVATIOM 256.88'(ftl THE AVERAGE COMB[NED GR[D FACTOR USED ON TH[S PROJECT (GROUND TO GR]D1 IS: 0.99950145 THE N.C. LAMBERT GRID BEARING AND LOC�LIZED HCIRIZONTAL GROUND DISTANCE FROM "1-5338-20"" TO -L- STAT�ON 10+00.00 �S N 80° 10' 24.41" W 29,800.7366' ALL L[NtAR DIMENSIONS ARE LOCALIZED HOR[ZONTAL DISTANCES VERT[CAL DATUM USED IS NAVD 88 I�� ti�� � �O ��y BL-I10 �� � �BL-10� SRUNDERS STREEI I5311 /I5338 S UR VEY C011tTROL SHEET Nc ckin Nno esiNsas zoo� I ROCK QUF�RRY ROF�D �RMMOND B�_g� B�-z R U� � DL-99 � B �� BL-30 � —�— � � �-�05 � ��-�q 1,��� � � �� ,W, BL �8 � � � BL-107 BL-19 BL-2 L-IOB �L-R BL-I BL-2 ��_-�o�; I-440 � ��-22 � BL 2� � BL-21 � � BL-100 BL-IG3 BL-IG2 �L.-101 BL-� � `� _ BL-6 BL-7 NC GHID NAD 83/NSRS 2007 I PROJECT REFERENCE NO. SHEET NO. 46265.1.1 1C Location and Surveys a�-���, O B�-�q �. tl� BL-90� � � BL-91 � BL-75�, �BI. -7,? BL-76� BL-71 BL-92� �BL-70 BL-77� � BL-69 CL-7P�' • -'UO�E h'I`Jr�L) BL-7 hl_-81 � B�-sz,� e�-�� BL��28 CL-95 � � BL-27 BL-94 BL-84 BL-o5 � BL-83 BL-66� � ✓� �` � FL 6g BL-�7 END OF I-5311 POINTS 62-84 I - °�� � I_ F� IC E WHEE�ER RORD REVISED G/17/13 NOTE: DRAWING NOT TO SCALE I53I1 /I5338 S UR VEY C011tTROL SHEET ��. POINT NORTH EAST ELEVATION 1 2 3 4 5 � 7 8 � 1� 11 12 13 14 15 16 17 I8 1 �7 2� 21 22 23 24 27 2� 29 3� 31 32 4@ 41 42 43 44 45 46 47 4� 49 5� 51 52 Si 54 55 56 57 5� 6� 61 62 63 64 65 66 67 F8 73�7�7 738�61 729G52 72�3823 728962 728861 728E22 728571 728472 7285Ey 728871 72899� 7292�6 729366 73�6�3 73�225 728962 72922� 729634 729585 73�245 730439 73�431 73�591 729951 73�243 73�686 73ID859 729588 7295�D5 728964 729�37 729219 729493 73�424 73�617 73�861 73�941 73�659 73�57� 73�D� 13 729948 72�i6ID9 729421 729�i 14 729113 728775 728858 729242 731137 738983 732846 731956 73B��tB 73�491 73�P�68 7299�9 72�775 �6�0 84�ID �744 41�� 7f��i� 94�� 1344 21�8 87��i 86D� 19��1 ?4f�� 23�� 19IDID 51�� 31�� ne�ID 63U� 1 f��� �720 1IDIDID 91ID4 55�� 55ID� 44�� 8��� 83�8 2��ID ��ID� 49ID4 38�@ 75�� 65�� ?_5D� 97�� ID4�� 65�4 f�7�i� GGB� �7�i� 3��� ID1�� 54�ID 46�� 74�ID 16�D 31�� 13P� 86@� 56�� 18�8 54�� 18�� 53BID 374� 66�� 2E�i� 83�1� 2�8088y 2ID�1365 2ID�3��13� 2�84351 2��35985 2�862�35 2�87457 2�87838 2�89472 2�8`�762 2�916�9 2�92�A� 2�929�� 2ID93529 2�98586 2ID�8843 zl�r����� 21�5194 21�7@7�3 21ID7424 2112991 21134�7 2114556 2114872 212�16� 211917� 21176�i9 2117�88 21�4�41 21�372�i 2�86587 2�86316 2�858�3 2�85247 2�83546 2�82 75� 2�311�� 2�8�E�8 2897775 2�97454 2�9533P� 2�7i�7� 2�93783 2�93�34 2ID91443 2�91834 2�Jo�3938 2ID896�3 2�8886�3 2�98�41 2�98r83 2126���4 2126118 2125639 2125237 2124761 2124534 2124313 �9�� 12��i 54�� 1800 25G� 51�4� 224� 77G� 77�� ���� 18�� 45�� 54�� 54�� 45�� 92�7� �z�i� 6�i�� 35�� F98� 92L�� 5��� 71�@ 34ID� 43�0 39�� �4�� 551�� 47�@ 81�4� 56D� 39�� 17BID 39�� 15�@ 53�i� 5�P�B 77�� 6ID�� �7�� 95�� 63�ID 86d� 21�� 76��i 57�� 91�� 91�v 87�� 28�� 64�� 718� 54��1 46�P1 76�� 77�� 4D�� 38�8 435e44 427,G� 397e19 397,41 425,57 430 e E3� 44�e74 438023 414e27 417e@� 387071 38Pe28 366,86 356,72 276e�C 3�2eF2 26�,84 26�e74 255,4�4 256e88 237e79 239e92 248,76 26�,14 223,65 215,53 218e47 225e55 243,69 248,H2 431,34 427034 418e54 4�17, 8� 4�6.6� 413,D6 427e76 432025 29�e15 293,56 327.69 331e74 352e32 363,79 389,41 382,9� 412,88 41�e7E 388vE2 276054 279,26 244e17 222,07 2G4,v8 211e15 228,9G 236057 242e51 BAS E L I N E DATA DATUM DESCRIPTION TNE LOCALIZED COnRD W ATE SYSTEM DEVELOPED FOR T�IIS PROJECT IS BASED ON THE STATE PLANE COOR��NATES ESTAdI..ISHED BY NCDOT FOR MONIJMENT "]-5338-20�� WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 729585.072(ftl EASTING: 2107424.698(ft) ELEVATION: 256.88�(ft) THr AVERAGE COMBINE� GRI� FACTOR USED ON TH1S PROJECT (GROUND TO GRID) IS: 0.99990145 THE N.C. LAM3ERT GRID BEARING AND LOCALIZE� HORIZONIAL GROIJND D[STANCE FROM I-5338-20" TO —L— STAT[ON 10+00.00 [S N 80° 10' 24.41" W 29.800.7366' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL D[STANCES VERT]CAL DATUM USED iS NAVD 88 PROJECT REFERENCE NO 46265.1.1 Location an ��_ POINT NORTH EAST ELEVATION 69 7� 71 72 73 74 75 76 77 78 79 8� 81 82 83 84 8F �6 87 88 �� 91 92 93 y4 95 �7 E G7 98 99 1�� 1�1 1�2 1�3 1�4 1�5 1�6 1�7 1B8 1 � �l 11� 111 112 113 114 115 ll6 117 718 11� iz� 121 122 123 124 12� 1Z6 1�7 128 736�J45 736552 7375H2 7381�� 741391 74�87D 7385�9 737843 736�13 735696 733323 7336E35 731175 73ID979 729525 729482 731112 7315�� 732156 732523 74r�383 73945� 736936 734628 72946ID 729781 73�471 7311�4 731182 73�867 729375 729864 729�48 729�44 72�247 72943ID 729615 729532 729461 729�63 729559 73�135 73�585 7308�4 738827 7?�785 73D4L5 73�2�7 7297f3� 72889� �zs�iz 728738 728803 729127 729791 73B1S5 738776 731834 729174 I��� IlIDB 77�� 37�� 48�� 56�� 32�� 72�IID 25�� 35�i� 52�8 3�1�4 75�� 59�8 4�i�� 34�� 1�� 23�4 15�� E��� 4�i�� 87�D 32�� 75�4�D 510D 96�8 74f�� 26�� 53�8 8G�� ���� 76�i� 8��� 934� �884 56�� 18ID� 11�� E2�� �84� �9�� 24�� �7�� 3��� 43DB �9�� 23�� 61D� 6 1 � �1 39�� 96�� �6ID� 93�� 13�DB 35�� 74�� 57�4� 8544 53�� 2126475 212G494 2126541 2126569 212E386 2126488 21264D9 212�371 2126282 2126248 21261�6 2126165 2125588 212547� 2123275 2122966 2�i8r17'i$9 2�79667 2�7927� 2ID79S5B 21264`�2 2126448 212632� 212E�17 2121951 2121ID11 2118424 2116�14 2114875 211388� 2112�83 2ll 1357 211�339 21�9325 21ID£35��i 21�796� 2146534 21�6127 21�4625 214383�i 21�3�2b 2181976 21��9�4 2��9792 2ID99IDID9 24�,8291 2�968�7 2ID95ID6� ?�94428 2�9�833 zIDeee�i 2IDaH125 2�87412 zID86�B4 2@84747 2�84175 2ID8217Q� 2ID79436 2�8`�27� 44�i� 62DID 44@� 77�� 95D� �4�� 57�L� 24��i 89�� 7��1� 72IDID 75�ID 33�� 6��ID 26�� 98P0 97��i �i2�� 86�1� 2IDIDID 674� 65�� 87�G 34�� 81�� 2IDGID 37�� 26�� �2D� 27�� �5�� 71�ID 95�� �2�� 54�1�1 35�D 23�� 2��� 72P�� 1��� 32�� ���� �3@�i 47�� 11��1 74�� �9�� : �JUID 41�� 29�C� 6i�ID �4�� 61�� 41 �1 G �8��1 83�� �7�� ID�IDID 72�� 262 252 232 225 226 223 221 2z9 263 26� 252 261 198 199 246 244 437 4�43 451 457 221 212 243 3�� 236 23ID 213 231 261 247 251 258 262 28E 284 273 258 26� 272 �74 26� 253 258 264 271 2F�4 3�3 314 341 39� 43� 437 43� 422 40@ 4PJ� 42� 445 4p1� �� �8 59 �1 81 47 5� 87 �7 6 6q 94 38 4? �5 8� 6� z i 97 25 75 10 �5 9� 39 E1 84 97 18 5� 51 43 49 42 1� 2a 4% 8C 44 15 57 �4 54 �� 21 58 a4 41 8 �1 64 �3 �3 6 54 75 E2 B5 74 91 52 ll REVISED �i`17/13 Su SHEET NO. 1D I'.. �� 4��� � ���t� - , �� -r PAVEMENT SCHEDULE PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, �� AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. R1 2'-0" DOUBLE FACED CONCRETE BARRIER. PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SC, �2 AT AN AVERAGE RATE OF 168 LBS. PER S�. YD. IN EACH OF TWO LAYERS. R2 2�-6" DOUBLE FACED CONCRETE BARRIER. PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D, C3 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. R3 2'-6° CONCRETE CURB AND GUTTER. PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SD, C4 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. R4 CONCRETE SHOULDER BERM GUTTER. PROP. VAR, ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D, AT AN CS AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN R5 CONCRETE BARRIER WALL LAYERS NOT LESS THAN 1.5° IN DEPTH OR GREATER THAN 2" IN DEPTH. PROP. APPROX. 3.5'� ASPHALT CONCRETE INTERMEDIATE COURSE, R6 CONCRETE BARRIER WALL W/ GLARE SCREEN D1 TYPE I19.00, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. PROP. APPROX. 3.0�� ASPHALT CONCRETE INTERMEDIATE COURSE, R7 SPECIAL CONCRETE SHOULDER BERM GUTTER (SEE DETAIL ON SHEET 2-A). D2 TYPE I19.OD, AT AN AVERAGE RATE OF 342 LBS. PER S�. YD. PROP. VAR. ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OD, AT AN R8 CONCRETE EXPRESSWAY GUTTER D3 AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4.0'� ASPHALT CONCRETE BASE COURSE, TYPE B25.00, T EARTH MATERIAL. AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, U EXISTING PAVEMENT. E2 AT AN AVERAGE RATE OF 627 LBS. PER S�. YD. PROP. APPROX. 9.0" ASPHALT CONCRETE BASE COURSE, TYPE 625.00, V MILL 1.5" DEPTH. (SEE DETAILS ON SHEET NOS. 2-J & 2-K) E3 AT AN AVERAGE RATE OF 513 LBS. PER Sa. YD. IN EACH OF TWO LAYERS. PROP. VAR. ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE Eq RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT W WEDGING. (SEE DETAIL ON SHEET N0. 2-E) LESS THAN 3'� IN DEPTH OR GREATER THAN 5.5" IN DEPTH. PROP. 12.0" CLASS IV SUBGRADE STABILIZATION WITH NOTE: ALL EOP SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN K GEOTEXTILE FABRIC. FDPS = FULL DEPTH PAVED SHOULDER PDPS = PARTIAL DEPTH PAVED SHOULDER PROJECT REFERENCE NO. SHEET NO. �—J ��R% l —JJ�� � ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ���ped�'��NL�i �� ��.1��� DO NOT U56 FOR CONSTRUCTION (17' WiL'iR) � 12'FDP E3 n^A oai�iNni crsourvo� _ _ _ _ ORIGINAL GROUND � _ _ _ _ 1 PROIECT REFERENCE NO. SHEET NO. . Ctl]: ; � � �ai� -� �ii � % � �.���: ROADWAY DESIGN PAVEMENT DESIGN �� /y r IIII ENGINEER ENGINEER �., � ( ' t ���'� ffll , �.y 'EAi - _ C� : oe�"..cnRo�;�''. ��2.:oFE55/p�.,s �� �RAIIITE RS�IIi - :,�029473l,� ' iµ _ 3� _ � F .�P. � {� .,�NgiNE. � � ���qs�N M. T P�� p`�,• C� -LLTI- C� -Ll- C� -LRTI- 24' EXISTING PAVEMENT VAR. VAR. 24' E%ISTING PAVEMENT , 3�VAR. 29' TO 78' +_ �AR. 3d TO 18' I � VAk. FDPS I SHOULDEk 40' TO 16'-9" I 72� � �Z� 12' l4' SHOULDER (17' WiGR) 72' 12' .18' FDPS I� I 12' FDPS li Dz li ca � w) � cs ��i � ca � GRADE D2 GRn�E W C3 G4 �2 MEDIAN SHOl1LDER q POINT E3 C4 � � � �? ____ ooa n o.o -- .. , .. _ _ _ -. o.oa VAR. ND . - _. .._ -._' -� Y POINi I �� WNE ONLY 7p RENW�N 0.04 - � o.� - �- .-_ - I, _. .- --_'_ _-'-- r � �LANE ONLY�TOOREMAIN �� -' ( t3 15" 15„ - ---- -- K � t2„� � �s„ � � K �s'" E3� i RS) U K �� GRADE TO THIS LINE � E%IST. EXIST. _ ORIGINAI GROUND )R F'--_- __-- GRADE TO THIS LINE NOTE: FOR BARRIER TYPE SEE PLAN SHEETS 4 THRU 6 AND DETAIL SHEETS 2-AV THRU 2-BB TYPICAL SECTION - No. 1 -LRTI- STA. 18 + 74.34 TO -LRTI- STA. 26 + 80.06 -LLTI- STA. 18 + 82.55 TO -LLTI- STA. 26 + 92.59 C� -Ll- LT C� -Ll- C� -Ll- RT 14' SHOULDER * 12' 12' I� 12' 11' I ��' 12' 12' � 12' 14' SHOULDER ' EXIST pr wtid� '1`- j � �n� w�e� 12' FDPS I 9'-9" FDPS 9,_9„ FDPS � 12' FDPS o � 1 _ 1 ��� 1 �. ._ �2 C4 i W�, ��`3 C4 t �2 z o E3 2 C4 C3� �enoe �� � C �� I� o.oa p�o2 �I voiNb.o2 o.oz E3 PoiNr I _ - _ ---- _---' _ _ - VAR.6:7 OR FL = LL p 02 0.02 0.02 p.pq MEDIAN SHOULDEF AND - _ _ `- -'- - LANE ONLyTO REMAIN . MEDIAN SHOULDER AND � `_ � i � ' i � i � � � � L4NE ONLV TO ftE�MA¢IN � ` �� �,� V R5 3 K�s, � s� � ix„� � T� -� 12" 15., 15,. �i„�C ,� A � K E3 . . ��' � GRADE TO THIS LME GRADE TO THIS LINE TYPICAL SECTION - No. 2 -LRTI- STA. 26 + 80.06 TO -Ll- STA. 59 + 49.94 RT. -LLTI- STA. 26 + 92.59 TO -Ll- STA. 59 + 49.99 LT. EXI57. *SEE FUTURE AUXILIARY LANE DETAIL FOR 26' FDPS LOCATIONS - ORIGINAL GROUND PAVEMENT SCHEDULE C1 1.5" SURFACE COURSE TYPE S9.5C D1 3.5" INTER. COURSE TYPE I19.00 E3 9.0" BASE COURSE TYPE 625.00 R3 2'-6" CONCRETE CURB AND GUTTER R8 CONCRETE EXPRESSWAY GUTTER �2 3.0" SURFACE COURSE TYPE S9.5C pp 3.0" INTER. COURSE TYPE I19.OD E4 VAR. BASE COURSE TYPE B25.00 R4 CONCRETE SHOULDER BERM GUTTER T EARTH MATERIAL C3 1.5" SURFACE COURSE TYPE S9.5D D3 VAR. INTER. COURSE TYPE I19.OD K 12.0° CL IV STAB. W/ GEO. FABRIC R5 CONCRETE BARRIER WALL U EXISTING PAVEMENT C4 3.0" SURFACE COURSE TYPE S9.5D E1 4.0" BASE COURSE TYPE B25.00 R1 2'-0" DOUBLE FACED CONCRETE BARRIER R6 CONCRETE BARRIER W/ GLARE SCREEN � MILL 1.5" DEPTH C5 VAR. SURFACE COURSE TYPE S9.5D E2 5.5" BASE COURSE TYPE 825.00 R2 2'-6" DOUBLE FACED CONCRETE BARRIER R7 SPECIAL CONCRETE SHOULDER BERM GUTTER W WEDGING ORIGINAL GROUND � � _ _ _ _ ORIGINAL GItOUNO C� -Ll- LT 14' SHOULDER ' 12' 12' 12' (77' WiGR) O j 12' FDPS , , 'i , C� -Ll- 11' 11' 9'-9" FDPS �I I �9'-9" FDPS * SHOULDER ' (17' WiGR� TYPICAL SECTION - No. 3 -Ll- STA. 59+49.94 RT. TO -Ll- STA. 64+00.00 RT. -Ll- STA. 59 + 49.99 LT. TO -Ll- STA. 64 + 00.00 LT. CE -Ll- LT C� -Ll- CE -Ll- RT 16' $HOULDER " 12' l2' 72' 11' I ll' l2' 12' 12' lb' SHOULDER ' (17' WiGR) �- -•�._ _ �. . � (17' WiGR) O J 12' FDPS 1 1 I, � 10' FDPS I 10' FDPS � I � � 12' FDPS Z p �> � G4 � C4 � � � . � ro �T I � I ro�i � � E3 � o.os o�os � o.oz o.oa o�oa o.os o.oz o.oz --1 f--12„ C� GRP.DE TO THIS LINE TYPICAL SECTION - No. 4 -Ll- STA. 64+00.00 RT. TO -Ll- STA. 141+30.21 RT. (BEGIN BRIDGE) -Ll- STA. 64+00.00 LT. TO -Ll- STA. 141 +33.36 LT. (BEGIN BRIDGE) -Ll- STA. 143+53.53 RT. (END BRIDGEJ TO -Ll- STA. 285+50.00 RT. -Ll- STA. 143+66.81 LT. (END BRIDGE) TO -Ll- STA. 285+50.00 LT. 12��- PROIECT REFERENCE NO. SHEET NO. . Ctl]: ; � � �ai� -� �ii 2 r � �.���: ROADWAY DESIGN PAVEMENT DESIGN �� /y r IIII ENGINEER ENGINEER �., � ( ' t ���'� ffll , �.y 'EAi - _ C� : oe�"..cnRo�;�''. ��2.:oFE55/p�.,s �� �RAIIITE RS�IIi - :,�029473l,� ' iµ _ 3� _ � F .�P. � {� .,�NgiNE. � � ���qs�N M. T P�� p`�,• *SEE FUTURE AUXILIARY LANE DETAIL FOR 26' FDPS LOCATIONS � � - ORIGINAL GROUND E%IST. ExIST. � �� � � ORIGINAL GROUND *SEE FUTURE AUXILIARY LANE DETAIL FOR 26' FDPS LOCATIONS NOTE: TRANSITION FROM 22' MEDIAN TO 24' MEDIAN FROM -Ll- STA. 140 + 00.00 TO -Ll- STA. 141 + 00.00. TRANSITION FROM 24' MEDIAN TO 22' MEDIAN FROM -Ll- STA. 144 + 00.00 TO -Ll- STA. 145 + 00.00. PAVEMENT SCHEDULE C1 1.5" SURFACE COURSE TYPE S9.5C D1 3.5" INTER. COURSE TYPE I19.00 E3 9.0" BASE COURSE TYPE 625.00 R3 2'-6" CONCRETE CURB AND GUTTER R8 CONCRETE EXPRESSWAY GUTTER �2 3.0" SURFACE COURSE TYPE S9.5C pp 3.0" INTER. COURSE TYPE I19.OD E4 VAR. BASE COURSE TYPE B25.00 R4 CONCRETE SHOULDER BERM GUTTER T EARTH MATERIAL C3 1.5" SURFACE COURSE TYPE S9.5D D3 VAR. INTER. COURSE TYPE I19.OD K 12.0° CL IV STAB. W/ GEO. FABRIC R5 CONCRETE BARRIER WALL U EXISTING PAVEMENT C4 3.0" SURFACE COURSE TYPE S9.5D E1 4.0" BASE COURSE TYPE B25.00 R1 2'-0" DOUBLE FACED CONCRETE BARRIER R6 CONCRETE BARRIER W/ GLARE SCREEN � MILL 1.5" DEPTH C5 VAR. SURFACE COURSE TYPE S9.5D E2 5.5" BASE COURSE TYPE 825.00 R2 2'-6" DOUBLE FACED CONCRETE BARRIER R7 SPECIAL CONCRETE SHOULDER BERM GUTTER W WEDGING � ORIGI^AL GROUND C� -RAMP- 12' VAR.'� VAR.12'- 24' 14' (17' W/GRI._�� _ C2 .__.._ . .. . ..__ .. 4'-12, 4� 4 Z FDPS � FDPS O �n GRADE D7 � 'J` 0 OS 0.02 � I POINT 0.02 0.� = s � GRADE TO THIS LINE TYPICAL SECTION No. 5 -RP4A- STA. 14 + 29.46 TO -RP4A- STA. 26 + 57.07 -RP4C- STA. 14 + 33.71 TO -RP4C- STA. 26 + 45.69 -RP6A- STA. 15 + 89.35 TO -RP6A- STA. 23 + 00.80 -RPbC- STA. 13 + 43.60 TO -RPbC- STA. 26 + 95.39 16' _ 6' 70' z O � ORIG`�NAL � U S �pE ,.�- i � �P��6:� -_�.- �__ _- - GROUND NOTE: PAVED SHOULDER WIDTH FOR ALL RAMPS VARIES WHEN TRANSITIONING FROM MAINLINE. 6; � ORIG�NAL GROUND 12' FDPS 3' C4 D2 ��7�) 0.04 �� __ ' _ _ ��R /SFB 15'� 'r3'CS� 1 E3 12" I-- --� ORIGINALGROUND K� Detail Showing Paved Shoulder in Relation to Guardrail - Mainline 10' 6' , � Z ORIGINAI 0 "' � - -. � �,qR i� u 6:1 S(�PF = � GROUND o y\ ,�.\ t .1 PQ'" ORIGINAL GROUND PROIECT REFERENCE NO. SHEET NO. • 'EeH3' l 53�8/1-53/l 2 D . e ,Cu�. ROADWAY DESIGN PAVEMENT DESIGN I� ,r� '���' ENGINEER ENGINEER ,, ,,�, � � ,��ta ,. FH� IEAii - _ C� : oe�"..cnRo�;�''. ��2.:oFE55/p�.,s �� �RAIIITE RS�IIi - :,�029473l,� ' iµ _ 3� _ � F .�P. � {� .,�NgiNE. � � ���qs�N M. T P�� p`�,• CE -RAMP- ie� _ ia� pr wi�Rl �?' � 4' ��' _ . . _ _ _. . . _ - .�I-'_. -. _ Z 4, � 4, O J FDPS � �I FDPS C2 � LL D1 GRADE _ � 0.08 0`_02 POINT �I_ 0.02 0.08 �// � �2 ( } � GRADE TO THIS LINE TYP►CAL SECTION No. 6 4:7 -RP4B- STA. 14 + 68.75 TO -RP4B- STA. 28 + 94.02 -RP4D- STA. 15 + 51.58 TO -RP4D- STA. 28 + 56.33 -RP6B- STA. 15+19.15 TO -RP6B- STA. 29+59.40 -RPbD- STA. 15 + 24.86 TO -RPbD- STA. 27 + 12.75 ORI\GINAL GROUND NOTE: PAVED SHOULDER WIDTH FOR ALL RAMPS VARIES WHEN TRANSITIONING FROM MAINLINE. 12' LANE 4' FDPS VAR. PDPS 3' C2 D1 �C1 0.02 T � � 4q /SFF l]� �5.5" X�CS/ E2 E� T� ��-� ORIGINAL GROUND Detail Showing Paved Shoulder in Relation to Guardrail - Ramps & Loops PAVEMENT SCHEDULE C1 1.5" SURFACE COURSE TYPE S9.5C D1 3.5" INTER. COURSE TYPE I19.00 E3 9.0" BASE COURSE TYPE 625.00 R3 2'-6" CONCRETE CURB AND GUTTER R8 CONCRETE EXPRESSWAY GUTTER �2 3.0" SURFACE COURSE TYPE S9.5C pp 3.0" INTER. COURSE TYPE I19.OD E4 VAR. BASE COURSE TYPE B25.00 R4 CONCRETE SHOULDER BERM GUTTER T EARTH MATERIAL C3 1.5" SURFACE COURSE TYPE S9.5D D3 VAR. INTER. COURSE TYPE I19.OD K 12.0° CL IV STAB. W/ GEO. FABRIC R5 CONCRETE BARRIER WALL U EXISTING PAVEMENT C4 3.0" SURFACE COURSE TYPE S9.5D E1 4.0" BASE COURSE TYPE B25.00 R1 2'-0" DOUBLE FACED CONCRETE BARRIER R6 CONCRETE BARRIER W/ GLARE SCREEN � MILL 1.5" DEPTH C5 VAR. SURFACE COURSE TYPE S9.5D E2 5.5" BASE COURSE TYPE 825.00 R2 2'-6" DOUBLE FACED CONCRETE BARRIER R7 SPECIAL CONCRETE SHOULDER BERM GUTTER W WEDGING VAR FOPS 2'-4" 3' C4 R7 0.02 � � - �AR /SFF 15" XS(`S•/ D2 6„ �� � �_- E3 � � � ORIGINAL GROUND K 12„ Detail Showing Paved Shoulder in Relation to Shoulder Berm Gutter - Mainline -Ll- STA. 69 + 69.00 -Ll- STA. 101 +18.00 -Ll- STA. 102 + 32.00 -Ll- STA. 113 + 31.00 -Ll- STA. 144 + 00.00 -Ll - STA. 170 + 81.00 -Ll- STA. 174 + 75.00 -Ll- STA. 194 + 41.00 -Ll- STA. 198 + 82.00 y PGL RT. TO RT. TO LT. TO LT. TO LT. TO LT. TO RT. TO RT. TO LT. TO -Ll- STA. 75 + 50.00 RT. -Ll- STA. 102 + 70.00 RT. -Ll- STA. 107 + 31.00 LT. -Ll- STA. 117 + 81.00 LT. -Ll- STA. 146 + 32.00 LT. -Ll- STA. 180 + 81.00 LT. -Ll- STA. 182 + 75.00 RT. -Ll- STA. 207 + 54.00 RT. -Ll- STA. 207+56.00 LT. Cy EXISTING DETAIL SHOWING METHOD OF WEDGING 2%x„ MIN. I'.. �� 4��� � ����� , �� =r �2' TRAVEL LANE �r� 26' I EXIST. EXIST. � �Z�I F�T�pE 14'SHOULDER AUXILIARV L4N (�7�y��p� 12' FDPS lC4i ��D2 E3 0.02 o.oz D.o2 / � _ VAR.6�1 OR ftqnER � � Y 15- � �� ORIGINALGROUND I 12" � � ` K� FUTURE AUXILIARY LANE DETAIL -Ll- STA. 52 + 50.00 RT. TO -Ll- STA. 125 + 96.95 RT. -Ll- STA. 54+20.00 LT. TO -Ll- STA. 125+10.70 LT. -Ll- STA. 159 + 50.00 RT. TO -Ll- STA. 232 + 10.00 RT. -Ll- STA. 159 + 60.12 LT. TO -Ll- STA. 235 + 22.32 LT. VAR.FDPS ONE LIFT �G.S") 825.00 � 5 TO BE PLACED OVER/ d SHOUDLER DRAIN Q \✓ � o �-�12" X 12" SHOULDER DRAIN WITH #57 STONE AND 4" PERFORATED PIPE WRAPPED WITH FABRIC GR4DE TO THIS LINE Detail For Shoulder Drains for -L- Outside Shoulder PROJECT REFERENCE NO. SHEET NO. �-J��R%l-JJ�� ��'� ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER .���?�P�H ES S �O( /�s'�. :��pF Oq,�:,. : _ SEAL � 029473 ; ' `., F'�'61 NE`�Q'. ,,�'Jqs�N M� t P���``�,,�: PAVEMENT SCHEDULE C1 1.5" SURFACE COURSE TYPE S9.5C D1 3.5" INTER. COURSE TYPE I19.00 E3 9.0" BASE COURSE TYPE 625.00 R3 2'-6" CONCRETE CURB AND GUTTER R8 CONCRETE EXPRESSWAY GUTTER �2 3.0'� SURFACE COURSE TYPE S9.5C p2 3.0" INTER. COURSE TYPE I19.OD Eq VAR. BASE COURSE TYPE B25.00 R4 CONCRETE SHOULDER BERM GUTTER T EARTH MATERIAL C3 1.5" SURFACE COURSE TYPE S9.5D D3 VAR. INTER. COURSE TYPE I19.OD K 12.0° CL IV STAB. W/ GEO. FABRIC R5 CONCRETE BARRIER WALL U EXISTING PAVEMENT C4 3.0" SURFACE COURSE TYPE S9.5D E1 4.0" BASE COURSE TYPE B25.00 R1 2'-0" DOUBLE FACED CONCRETE BARRIER R6 CONCRETE BARRIER W/ GLARE SCREEN � MILL 1.5" DEPTH C5 VAR. SURFACE COURSE TYPE S9.5D E2 5.5" BASE COURSE TYPE B25.00 R2 2'-6" DOUBLE FACED CONCRETE BARRIER R7 SPECIAL CONCRETE SHOULDER BERM GUTTER W WEDGING N Z � N i � � '� f '4/ �� � � Li' � �. GRA1�13'E R� � -. PROJECT REFERENCE NO. SHEET NO. � -J_5.%C`j� ; � JJ�% G-,Q� RhV SHEET NO. ROADWAY DESIGN ENGINEER `,�PlN'CARO(/�,��'. . 2;:oFESS /pti.:-V . E 9�: _ ' 4 SEAL � ' ; 029473 ; �'�'UG I NE�'Q'�. 'i� �,4'•..........:'�J,����� ,,�fo �����P`�,, �p O � t' � � P �\\\ O O P- \ ��� � � h � � � + ��\ ��\ O d` p �ri P �v RAMP GORE DETAIL FOR -EBCD- AND -WBCD- AT -Ll- � c � � m N Z � N i � '� f '4/ �� � � Li' � �. GRA1�13'E R� � -. RAMP GORE DETAIL FOR -RP4A- AND -RP4D- AT -Ll- PROJECT REFERENCE NO. SHEET NO. � -J_5.%C`j� ; JJ�% !-,QC RhV SHEET NO. ROADWAY DESIGN ENGINEER �'H,caRp � ,.�o��............� �.., .�2.:'pFE55 /p�..9 �. .E 9'. ' 4 SEAL � " E 029473 f �i, �qFN� I NEEi��, �.: ,,�SOnnu P�`,, Z O > � J' � � m � rn ti � O O N � K N � W � Q Z 4 •I I�, �� �����;: C,�RAIIITE RS�' PROIKT REFERENCE NO. SHEET NO. �—JJ?v� �—JJ`li —/�1�. RM/ SHEET NO. ENGINEER ,, O�;�N�CARp� �� .��::oFESS/��..�v b .E 9'. ' 4 SEAL � ' i 029473 .' ...�'uG I NEEQ`. ,,�'IqS�N M. 1 P���O`�,,,,, � c � � m N Z � N i � n O 0 N �N (� � 0 Q Z CnS .� GRA1�13'E R� � -. FOR -RP6A- AND -RP6D- AT -Ll- PROJECT REFERENCE NO. SHEET NO. l- _"�5;�7'�'i,�_ <i_ill �-LIE RhV SHEET NO. ROADWAY DESIGN ENGINEER `,oQ1N�CARp� �� .�2r'�FESS/pti..-v �. .� r•. '� SEAL �' °. 029473 f G � F�;G I NEE�',� . ���q'��N M. t P�'��``�,,, J' � � � � � o S� S10 �q f2p 00 0 / /� / . � -Ll- POT Sto.235+22.32 = ,�+, o ����� � � ��E� - 2 -RP6B- POT Sto.10+00.00 (59.00'LT) N '"v`z6;.er N sc� ,s I � -RP6B- TS Sto.11+80.00 -Ll- TS Sto.235+2232 "� Il WV=7EOJ9' �P 36'�RCP � � � � � ��n IIIIII � -�� cu 9� ---- _�- ��--�(� INV T � ----_---- oi — - - 2 3 _ --�-=—�-jf-7: ____ ---_ �------ �IINV IN-28L9�' � _ — — 36'RCP __ __— _� _ �_ ______—___ ___ _�M*/�Li'Y=28Y.`3€'-_ __ _� � _— II�� / 4 _— _— -_ — -- _ �-_-- — - �— — _. . . . — __ ____-- _ __ . �---_.— — -- -- -- __ —__ _— _.-----�—_-- _--_ - � O O � c�•l _ Cv % N _ -6- —_-- _ ____ _ __ l � -RP68 -- �-- -- � i� N 7' 44' 00.0 _ �--- _ , _ � � - i� - - �-- _�� - -� -� - �- - _ u � � - - � - -- --- - ----- -T= __� _-= -�-� --��=� � L =_ __ -- - �----- �,- =� __; - - =- =____�_ _�__ -- - u -f - - --�- - - __�-- � - - - - ' - -II - - - - - - - - - - -LI -, i - - -- - - � ti � 0 � �= ---` �_ _� ti= �----_- � — / �_� ---= J1 �-- a-�� �� � ---- -- —�— i � II i i�� -I-- � � , � ---- - � - - --- � o � o - ,! -- ------- -- ----N � � - o — — - _ ��, � -� - � -__- ----_ _---- -- =tt=3C�fo.�7�62.32 ---- ��� — � '� � - —. — - o ------- ---------- - ' - _ —'�- — � '4 6C- rz, �' � � i"�� . . - -- o��� i � � — - I� �= — `-- _ \ `- � j / � i � ��5 � � °� � � oi 6 , ���'� /% �� � i � �\ g ��\\ \ \�/ � � � � l o, � � � � ��� i%nw �� � � �� �A6 � -RP6C- SC StoJ � .00 �� �? � �� � C� -LI- POT Sta.232+10.00 = �� // ii� � �;� � � i -RP6C- TS Sta.10+00.00 (47.00' RTJ \ , ;� ��eif� �0 �� � \� -�- , 5ii � - -� / j � o i' � �� � �N� // � � � \ �_ �z7s s,. , ; // i A RAMP GORE DETAIL FOR -RP6B- AND -RP6C- AT -Ll- 4 •I ^ I�' �� �����;: O � N � C,�RAIIITE rRSs� �\ M � Q Z I �j' �` � ,�s � / � o �,� °� �i 0 0 / � oa s` + � ��� j � / / '� 9--'� �NviZB�i//i � � �' GUARDRAIL = � i , i � //�N � —� 12��_� i � , 8� ��� j —;_� �_-- _ ��� ,RP6B' — _ � _� o � �- n—______--___ PROIKT REFERENCE NO. SHEET NO. 1-5338/1-53/l 2—�F RM/ SHEET NO. ROADWAY OESIGN ENGINEER �o1H�CARO�'. F�2�P�FE55 /pN �-9�'� .` SEAL � �. 029473 ; � .� F�;G I NE`�P',� ,��: ,,,,A�O ^�m P`��,,` DETAIL A SPECIAL CUT DITCH wi1�iINGE ( NoT to scale) / Natural ,- ' Ground � � TB�� 1 O� � Fron} "� . q b��r�e'� Difch �� � �F�� Slope 2.5' MW '- Min. D=2.25 Ft. FROM STA. 39+00 TO STA. 44+00 -Ll- (LT) FROM STA. 56+50 TO STA.57+50 -Ll- (RT) FROM STA. 57+00 TO STA. 57+50 -Ll- (LT) FROM STA.22+00 TO STA. 24+50 -RP4C- (LT) FROM STA. 27+80 TO STA. 28+30 -RP4B- (RT) FROM STA. 17+51 TO STA. 19+48 -RP4D- (RT) FROM STA. 237+00 TO STA.242+40 -Ll- (RT) DETAIL J SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � .1 �� Fill Ground F� �� � ��p�e� Slope �� � Min. D= 1.5 Ft. FROM STA. 17 + 31 TO FROM STA. 21 +40 TO FROM STA. 15 + 05 TO FROM STA. 15 + 83 TO FROM STA. 15 + 52 TO STA. 18 + 31 -RP6 B- (RT) STA. 21 +90 -RP6D- (RT) STA. 18 + 55 -RP4A- (LT) STA.16+80 -RP4B- (RT) STA. 16 + 50 -RP4C- (LT) SPECIAL CUT DITCH ( Not to Scale) �- Front t Ditch Natural � j � b'1 � et Slope Ground F� t7 or D F\a� ter � � Min. D= 1.5 Ft. FROM STA.39+50 TO FROM STA.44+00 TO FROM STA.46+25 TO FROM STA.49+99 TO FROM STA. 52 + 76 TO FROM STA.56+25 TO FROM STA.56+00 TO FROM STA.57+50 TO � FROM STA.57+50 TO � FROM STA. 61 +23 TO � FROM STA. 77+50 TO � FROM STA. 93 + 50 TO � FROM STA. 182 + 50 TO � FROM STA.208+00 TO � FROM STA.208+50 TO � FROM STA. 216 + 83 TO �� FROM STA.230+50 TO 4� - FROM STA. 254+50 TO ����" FROM STA. 271 +00 TO �„ FROM STA.268+00 TO STA. 44+15 -Ll- (RT) STA. 51+50 -Ll- (LT) STA. 49+00 -Ll- (RT) STA.55+25 -Ll- (RT) STA. 55+08 -Ll- (LT) STA. 56+50 -Ll- (RT) STA. 57+00 -Ll- (LT) STA. 60+00 -Ll- (LT) STA. 69+00 -Ll- (RT) STA. 64+41 -Ll- (LT) STA. 88+50 -Ll- (RT) STA.101+50 -Ll- (LT) STA. 194 + 94 -Ll- (LT) STA. 213+50 -Ll- (RT) STA.212+00 -Ll- (LT) STA. 234+09 -Ll- (LT) STA.231+50 -Ll- (RT) STA.257+89 -Ll- (LT) STA. 274 + 84 -Ll- (LT) STA. 276+00 -Ll- (RT) DETAIL B SPECIAL CUT DITCH ( NoT To Smle) � . - Front o�� Difch Nafural � b', �;et Slope Ground F47 0� �Q\� /p�e� D Min. D= 1.5 Ft. FROM STA. 84+00 TO STA. 89+00 -Ll- (LT) FROM STA. 119 + 00 TO STA. 119 + 50 -Ll- (LT) FROM STA. 128+50 TO STA. 130+26 -Ll- (LT) FROM STA.128+50 TO STA.131+50 -Ll- (RT) FROM STA. 16+00 TO STA. 17+50 -RP4C- (RT) FROM STA. 16 + 30 TO STA. 19 + 80 -RP46- (LT) FROM STA. 20+98 TO STA. 23+50 -RP4D- (LT) FROM STA. 152+00 TO STA.153+14 -Ll- (RT) FROM STA. 15 + 55 TO STA. 17 + 55 -RP4A- (RT) FROM STA. 155 + 50 TO STA. 161 + 50 -Ll- (LT) FROM STA. 156+00 TO STA. 159+00 -Ll- (RT) FROM STA. 164 + 00 TO STA. 1 bb + 00 -Ll- (LT) FROM STA. 164+00 TO STA. 166+81 -Ll- (RT) FROM STA. 167+02 TO STA. 168+50 -Ll- (LT) FROM STA.186+50 TO STA.189+50 -Ll- (RT) FROM STA.221+68 TO STA.227+50 -Ll- (RT) FROM STA.232+00 TO STA.236+50 -Ll- (RT) FROM STA. 234+50 TO STA. 236+00 -Ll- (LT) FROM STA. 242+40 TO STA.244+00 -Ll- (RT) FROM STA. 252+00 TO STA.254+50 -Ll- (RT) DETAIL N SPECIAL CUT DITCH ( NoT To $cale) / � ,� o<� `� Front NaTural � `).'� i,�et Ditch Groun F�e r D Q�� Slope Min. D= 1.5 Ft. FROM STA.28+30 TO STA. 29+30 -RP6B- (LT) FROM STA. 276+00 TO STA. 279+00 -Ll- (LT) I�'� -"i M � � -"i V � G�ITE R = � DETAIL D MEDIAN V DITCH ( NoT to Scale) $houlder� � �Shoulder PoinT � � � Point I D o F/ or p,�� e< O�er ��a� Min. D = 1.5 Ft. FROM STA.19+17 TO STA. 39+00 -Ll- (RT) FROM STA.21+00 TO STA.31+25 -Ll- (LT) FROM STA. 33+50 TO STA. 39+00 -Ll- (LT) DETAIL H CULVERT PRESERVATION E,_s,R�dw� � SNAP-TITE HDPE SLIP LINING METHOD - � � � wo�A- ar� � tn 3a +i- eyposs vumo To Be Oeterml�d � Exlstllq Plpe � ------_ \'---' _ / -- ------- -�---- �exrsr;�9 ` Snop-7'Ite �� Im(,�rviaus Dlke Grou� P � u � Dewaler work Law Denslry Area As Needed Flcwable Flll WfM 5/xcialStllling e�.�,� Ew;s,R�adw�,, ^ SPRAY LINER METHOD � �, � wo�k a�� �r�rn ra+i- ey�oss P�mP To Be Oetermined - - - - - - � Existlnq Pice � \ SOray Ilne� � �.. > , ImFi+rvi���sOik�- ---------� � itt,r��u ,..�.�E;+isfing f05 r�EO) OENO%Cf WO�R G�Wn4 Area As Needed Wft� SpeclolSlllllnq eos;� CURED IN PLACE PIPE LINER (BALLOON METHOD) - Sorrre as Sproy lJ�rer Meilbd abOve ex ptlor: - nnounr� womr musrce drs�se� orrsre - Plpe Llr,er must Oe Inslalled Fer manulocturers speclYla�llon,s - co�rra�ror rs to remwe ou ��,nr��rron wo�re orW�d �rce o�ro�e prve rs placo� baGk ln servlce ��,P-i,re HN�t si,P um�o PROIECT REFERENCE NO. i '�J'.J��%-J3�� ROADWAY DESIGN ENGINEER ��H�CARO i ,�.`��Pt; ...55./ �` N9�'.. : oF E °ti''• iv� �: • ' SEAL E 029473 + •. � F�G I NE�'P`� �. ���qf�N M. 1 P��p``,,,` SHEET NO. � ��' HYDRAULICS ENGINEER ��'�2��`NES $ �a( /�-o'�. ' 4�pF ONy:, : SEAL �' ' 36188 F FN �Q :: . %. /y� �... G I NE ; .SeF,,,�J ��'i ! WEATNE�'�J - msran snr re�zspecrai.�ar�nr �ontror; e�.ano au otr r ero�ron �onrroi eevr�s rn areo as s�wn an ero�ian cantroi Nions. - msron wonqe r�ee prmecnon fe�e n.e.sofely Perce) o�ar,q rr oNe�mosrce�Mrro-,rpnm rst�eamw�J�a�aorid�or nporran nusPer�. Tf NCOOi Dlvlslon 5 Ern�lronmenta/ Supervlsnr will provfde thls Ini ormatlon fo fhz cantractar. Na conslrucflan !�cfs are ollowed A,ryond tfe (ence llmlfs. - creor o moxrm�m or sa wioa o�ess porn ro tr pi� e�o m e� sup rm�o wrrn s�oo-rrre as sn,�� o� erosro� comroi Pions. auGennng mu,� stay w�rnrn n� pe�mm t so-�om,wsiand.nr,oia� nc:rrmn eurrer �oofFrrot. - lnstall Scecial SYllllrg Qasin !slltGagl on fhz upsiream slde Po dewoier work oreo. - Insfall lmpaMous Olke a moslmum of 30'upsfreom o7 pfpe Jo bs I/ired fo ueole work oreo. AIl irs�/eom octivliy mus� Hoy wliMn t6 (,�rm/7ed sfream faofpr/nt. - Clean ou� exls�liq plr,e os i;cedeq to Insioll corrler p/pe. Insio05Fer✓al SNI/Ing Bosln lsllt Cogl on0 /mpr+vinus Dlke aavnsrreom ao.rr,g meamng �mse ro pumo o�n comamrnmeo wate�. - flse b m to s wrAer ever Work oreo and Into Sna -Tite HOPF_ PI . ycGss W P dYl s p p: - art� ro-�r,re�rro� or s�ao-rrre noae ar� is m�oueo Wn m,� o�r or nr�r s�rrons�oo s�o�a s�ro� or arce ro��rr and refum bypass pump lass lnfo pipe to bypass water Ihrough wark area. Repeai unfll all pl� ls I/r,ed. - FIII vold wlih low densliy flawa6/e flll and seol off e�bs (xr manufodurer speciflcatlons. - Romm2 ImEvsvious Dlko nnd Speclol5fllling 8a51n (Sllt bogJ nnd 5tobl//Za 5/re-um Cank per plons and dGol/S. - PermaneniVy seed and mulch access �1h aib wark area:Use eraslon controlmo�lrn� as requlred fa srablllze exlsfing s/apz - Rema✓e olleroslon tbnirolmeo.a'ures' o/IFr ,51�a Is sfablllZed and apprnvM Dy NC'D07. - msloustn leace.spwro�savr,rem mm�mrence.ond ouarzr erasmrt amra�aevlr,.es ln o�ea as s/Awn on Erosan con��ol P�ans. - instouororge nee p�e�eorran se,�ce a.e.sarery rence�oior,a rr ourermosr�e�mrrrcorvrmtrsrream.weriona.onoior noonan aurr��. rr Neaor ororsion 5 e��ro���mrs��r�r�� wtn prwme n✓�� r�rormono� ro r� ��macroc xo co„�r�uctro� tm�cr� o�e allcwed beyond th fe�e Ilmlis. - Gea� a mnximum of 25' w/de occess path ro tl� plpe an�i to be spr y Ilnad os sMwn on Eraslon Control Flans. a� deonng must stay wttnrn rrz parm�nea streom.wetiano, onaior n�.io� ourter taoipnnt. - InStoll S,ceclol $IlIllny Bosin !SI/f Cog,� fo dewat9� wo�k oreo. - Insfoll lmpervious Dlka o moxlmum of 10' ups�ream of plpe to Ce IIireO �o craoie work oreo.All ln-sfreom oc�/vlry musf slry wlrhtn Ife permlHeO sfream footprinl. - Clean aul exlsfing culvert as necessary. /�oll Speclal SYllling Basln ls!lf bdgl o�d Impervlous Olke dcwnstream during cleoning pMSz �o pump oul cwVamlroled wofe�. - Insfall lmpervious D/ke withln pipe culvert at ellhr end of work a�ea as nseded fo pre✓ent �ack(lav. Use 6ycoss pump lo bVl s5 wo�er over work oreo irom ((r5llmpervlou5 Dlke lo Ih Se.co�d /mpPrvlou5 Dlke. - kemcue lmFervlous Dlkes and 5(,�2c/al5tllll�g Basln (siltbagJand stabillze si�eam bank par HoaOruay Plans. ,..i � nen�ly seed a�d mule� access (w�h orb wo�k oreq;Use uoslon cant/n/mpitlfiG as �e,r�,U�PA t.� ,sinhlll[e exlstlnq .�lap� - Remwe olleraslon con�ralmeasures after sfle ls siablllzed airl apP�aveO by NCf:01�. General Notes: - Recommend slip lining pipes during low flow conditions only. - The slip lining method used at each pipe location will be determined based on field conditions and approved by NCDOT prior to beginning work. See drainage detail sheet for culvert preservation method and site location. - Any major deviations from this sequence need prior approval by NCDOT. "J'N `�-I�I3lHii 3dId r�ZL f1aH1 ���'ll SA'dMH�TN �[i NOISIAIi] Hld3{! 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" . _______________ ________________ a� d O� G� 3 1LL-rC �� m Vi� ��� �r�• r r B G¢] O • Od v U � �a� �� : IID = @ Wa :f, � 0 �, z m _ u � � r �, �+_'_'_' - Y � i� d � 1 1 a Q W � � � U r w O i• � W � Z ❑ � � �__ J a z� O C c a 4 W � � ny ' � � iv C � �2 CJ LL a M a'y r� � a� W 4 fl'1 � 0 l. i � NVl�H � QUm� s� : m`s,:`D yv � � p N r- } } Ib L ��� 6� '�`N 'HJI3ltla 3dId „�L f1aHl „�l � 1+ � s,��MH�iH �a raa�s�nra H1d30 WfVWINIW ° a � �ac�tleiaodsNeal �o �ld�a � o +� dNI�QHV� H1�ON ,tl, 3dJtl 131�VI doaQ �a��.aa� �l�a�Noa� ��. CO �0 31k�15 �0� �hlI�'d�� lI'd13C] �15Ii9N3 N c0 c m � a ' v ¢ ^ 4�i C3 a ^- p' W � � � 4 �y p � � � W � M d � . M Y ��. I.Id p .'. � 'a 1 m� I� I dI I z �a 1 �; ^ = o�l sl �~ J JW mc"v W ;w '� W CI F � � Q �/� * 9 O � O� � V �� N CJ f ..9•.l � ,.8-.l � �i! � '�°, � <, fs m � n m � r � z� p� 2 W U, P�O o B�`- N[� a ¢ ¢ 4^ x I U �. r c n � O `n � ¢ � � � I x __�_ Q ---' �L"� � r � V I W ---- y i---- �� � t I� O � u ' H ' '� N STATE OF ENGLISH bETAIL QRA4HING FOR NaRTH CAR4LINA GpNGRETE GRATED [�ROP INLET TYPE `A' _��r, OF �RAfilSPQRTR7ION ry�tMIMI�M l]E�TH DIVISION OF HIGHWAY� RALEI�H, N.C. 12" THRU 72" PIPE �� 2 � ¢ 6 O 4 0 � � 0 $ E� '��ATE OF � NQRTH CARQLINA �, DEPT. D� TRANSP(]R7A��ON � DIVISIpI� (3F HIGHWAYS c�7 RALEIGH, N.C. `+ " Lp �"'e o ci a o o Q o� n a� � ^ °_ o °` 0 S O C7� 7 LL W .� eY C1 Of N� Q u> f=] d O L� 4 O Q 6 O m� N �' rp. d V� O O O O� 0 D 9 P O 4��V C O J ��f � ��O M1� ¢ c a o x r �B t` � N N U5�� �0 t+i a� q� �� �� �(y N N['} V � � __ � C 1 M z 'n - O � m - W � C 4'1 � W 0 V Li G Q o a a � JF }❑ U¢ f 1. f.- I� Q W N p f� Y� � � �_ �v N N N N� Y �� a an � . . `'+. 4 a �- � u F� W W =�� O'0 4� O O 6 p 6 C Q�;y� tl� J N. � O 4 O�t�t � ry �� z°} i¢ n�� T� ���.y m m�+- I Q _ � 7 (� z a � D O�� � °" 'r tu Ny a u z�i z , . � aj n�� a o� o cv = t� v ul N P. iU - o c rr+ o a� o 0 0 o a o w. p m ¢ � .i ¢ c� rr � n r U_ � Q CS I I M l"1 V SQ � � n ���� ~ ~ - � _ - �� ���� :- d� N y' � � � � �^ ie � _ ���� o"m� I I I I�,�� � CI��� � p - - ��a� va4�� � � �o�� W W C � z��m�'i iiod / �1�r1 _ � J,�r LL4JL W LL 0. �? I I I V d"g Jl W % .�. ��� . .] 2 � ��p1-yI0� � W��� I I I �Am�� µ� _ —Y" ��� ' < ul I� I I I-n d IEI ; A � O L] � tu N e'1 C! �.�[rl� _ � m� i i m���_ QOC � � =- --- R_ Z w ¢ Cf a O m O A N ' (�j � � tlf w a ' _ ' I u c� cs a v n� vo �n �I � T — � •� r. .I � � W O� �, C O P Q �> 6 c �{.� ;' Yi � +g, i'Y eA N t'1 v c N C � � O 2 y� "� ,' o p,q a� __ ___ _ r`. � N [^. }y [':ic Q N o . 6i = - ~ � 4 p Y Q a F___ � � M M rt_1 g _ _ � '♦ � � W m � v 2 N f9 fR P� � '� � � � W � 6 �� N`� +P O'D N SG � w '� C d a "'�" � � ,.9•.l � p� r� q' n N o a v � O O Q m W � � r :� m t�3 s � M1 ❑ 1^� m �n m 0 0 Q m i[i � �L O r a �� ��L1 W e in �m :� � �� O N h � � � ENGLISH DETA3L DRAMlING FpR n r. COHGR�TF GRATED D�dP INLET TYRE `A' ca MINIMUEN �EPTH � � 12" THRU 7�" PIPE �00 CON�RRCT STANI}ARQS AHD DEVELQPMENT UNIT 6ffice 919-707-fi55� FAk 919-250•411J 5EE TITLE BL�OCK ORIGTNAL BY; �1. HGwpfYOf QqTE: �r�a�,a MO[YIFIED 8Y: �,ATE: GHECKEf3 BY: �ATE: :� il���........ J �` . = Q: RG PIPE .p 6" b:_ � TQP ELEVATdON �, y FR/WE AC�D GaA�E$ 1 � ---- �---- P • �„ 6„ 0. � . RC PIPE ■ b .'. SECSYf3�l 7[-X a }�� MEDIAN OITCN GRADE ------� �-`-----•----------_ - i � � � i..---- , � � i -- � a � ' ' _ � � � � � - � � � � ; � �� MEOIAV D.I. SEE BEALA CLRSS "B" CONCRETE DETAIL (APR4N Sl1PP�RT NOTGH) � aTTCH GRADE 8 � GRATF FIFV_1, i #4 BAR � iv ��� D47Y1�EL r��rr SECTION Y-Y GENERAL N07ES; USE CLASS '"B" CONCRETE 7HROUGHflU7. PRpVIDE ALL 6�iQP INLETS OVER 3"-6" iN ❑EPTH 'WITH STEP$ 12" ON CENTER. W5E STEPS WHICH COMPLY WITH STD. DRAWING 840.66, OPTIONAL CQNSTRUGTION - MIONQLITHIC PQUR, �'° KEYWAY, OR i14 BAR 90WELS AT 12" CENTERS AS DIRECTED BY THE �NGI�VEER, USE FpRMS FQR THE CONSTRUCTION �F dHE BOTTOYA SLAB. IF HEINFt7RCED C4NCRETE PIPE IS SET IN BOTTflM SLAB OF 80�, AD� TO SLAB A5 SHpWN ON STD. N0. 64p.p4. WHEN PAYMENT F{7R TME �RQP INLET I$ �IAbE QN A PER EAGH BA5F5, TFIE CONCi�E7E Af'RON WTLL EiE CONSIC7ERE� PAR7 OF THE DR4P 314LE'�, C�NSTRUCT WITH PIPE CRDW�lS �IATGHING. USE STAN�ARD FRAMES ANO GRAiEB 840.22 [SHOWfVj, 840.24(SH�WNj, 840.20, $40.29, AND 84Q.33, SEE STANOARO DRAWING $46.25 F6A ATTACFfMENT OF FRANIES AN4 GRATES NOT SHOWN. CHAAIFER ALL EXPd5ED GORNERS 1", THE DIMENSIDNS OF THSS STRUGTURE MAY BE AQ.JUSTE� UP AS 6IRECTEU BY THE ENGINEER MINIMUM ❑IMENSION5 AH'� QWANTITIE5 F4� C[3NCR��: �R. }I�I FIPE SPAN WYOTH HEIGHT ��182C YARQS� �' CONCRETE IN E�pX D A g N &�TTOM H PER N MIN. TpTAL SLAB FO[}T NT. TOTRL 18" 3°-S"' 2'-6" 2'-4" O.d12 0.247 4.72[? '.132 24" 3"-$" 3-0" 2'-iQ" fl.4fi1 U.247 i},865 ".32$ 3Q" 3'-8" 3'-4" 3'-4'" Q.516 0.247 0.988 '.496 36,� 3'-8�� � 3_8" � 3'-10" a.527 Q.247 1.tii2 t.fi39 I�E?pi��I��l� FOR ONE PIPE C.S. R.C. a.o3a o.oas a.oss a.oss C}.092 (1. ➢27 (}, 132 p. 1 ±fi COHTI�ACi Sl'ANDARUS AND �EVELOR�fENT UHIT Office Bt9-707-fi95D FAX 9i9-250-4119 SPECIAL C�NCRETE MEDI�►�M 2-GI ORIGINAL BY: T.�Pel.l DqT�� �-i-o4 MDi7IFiE� BY; DA7�; CHEGKEO BY; aP,TE; FIL'�E SPEC.; w�datails;+-�et-i.cistannlBnOdi9u�n.aen � N � � � STREAM RE-ALIGNMENT ALONG -L- STATION 200 + 00 RT FCT 74 Tf1N PROF TOE REMOVE ALL TREES \ REALIGN EX. DITCH SLOPE FAILURE � WITHIN 30' OF THROUGH PROPOSED BANK M-117 \ HEADWALL EST 22 TON CLASS 'B' RIPRAP i � � EST 45 SY GEO , � LJI LJV IVIV CLASS 'll' RIPRAP EST 275 SY GEO '�',� ��� § ��� �� CRAIi1TE - R�' =r PROJECT REFERENCE NO. i-�3saii-ssii TYPICAL SECTION ��� MATCH 2:1 OF ��� EXISTING SLOPE � � i � i ��� 5% SLOPE i � ' � _ z, i �\ ? �---I -- 1 �_�--- � , . CLASS II RIPRAP W/GEOTEXTILE SHEET NO. HYDR ULI $J ENGINEER `.,�Ofl'�H�CARO��N�'. . 2;:oFE55/pq;.:-v �9 :a ��: _ ; SEAL '; I �, 36188 ; .` Fj`, �Q f ' �'�i /n��+..0 I NE,; �S0`,���� ��'��! WEAiNER�. NTS �� , NATIVE STREAM SUBSTRATE DEPTH +/- 12" �� DAYLIGHT EX. 60" CMP & GRADE TO DRAIN THROUGH PROPOSED BANK HORIZONTAL: 1" = 10' EST 40 TON CLASS 1 RIPRAP VERTICAL: 1" = 2' EST 52 SY GEO � I - - � -- - % T P OF ACL = 306. 5' __ � � -- ' � - -� - -- - - - - - � � _ --- - � _ �— EX STING IC�ROUN� � i i - - -_ ___ ___ , I I _ _ . _ - _ ; __ __ _ _ ; _ , _ � _ , _ ,, � � � I -- = I -__ -- I I �, � � --- -- i - _ _ . � � - - - � - I 4 ---_�-- - : _�_ , T -- -_ : - - __ ! '__- _ � � � '� . ; , �, ; i, , . i, i,l '�,, � � �' � - � - � , � �i - � - �� �'� - -- i ; ; ; �I . : : , , ' �� I ', ' i ; ; � , ' - : ; ' � :: �, : : : �� : _ � : � . -- � � T T -- _ _ _ __ _ �� : _� � , _ , , . I i , � i i — — — — — — � , , �, I I, , , , i : i ; � � j - ' -_I _ � : ji ii ii � I i � � � � : � I ---- - ---_ i � , A i I � I � � �i. 8 x�? R��� I I �I �I i i - i ,- _ _ � STOPOSE[� INV. = 298.27 � . . 2 �I : . I : �II i 'i : i : : -� � - - - _ � � � '• ; , � � �'�� T , I _ : .� � i � � I „ � II �� I � �, I I� I - ' :- I� _ '� _ �� I I ' _ : �� _- . I 'I - � - 'I I - - - --- -- --- - - - '; � � � I J _ _ __ �_ --�.- _. I-_ -. -I . . ___ _ � , -. . I I . . � � -'- �� � ', � I, I� I I . � . � . . . .. .. . ,. . ..il .. i . .. .. ...... .. i .. . . . . . ... li .. ,.. . ...il .. .. .I... . i . ...I�I .. ... � i ' I I '. ��,, � . I , I , '. '. ' '., .'... II . I .. I . . . I . .'.�. . .I . �. I ..�. II�... +00 10+50 11+ � CHANNEL IMPROVEMENTS ALONG -RP4D- AT STA. 27 + 00 LT N � � EST 53 TON � CLASS 'll' RIPRAP I EST 39 SY GEO � � �� 0 ; � WASHOUT /HEADCUT M-104 0 0 o �- � -, -- � o G 0 � , �c-} �n� c� 0 + ��r`�" FILL HOLE WITH APPROVED SOILS PLACE CLASS II RIPRAP AT 2' DEPTH KEYED IN AS SHOWN ,`I', ,", ,- --,= �I / � i l ,� ADDITIONAL ACCESS NEEDED BEYOND rLW LIMITS 0 0 0 v T '�� ,' . .-. ...'A= . _.. '1 '`� �� §���., CRAIi1TE � R�' r TYPICAL SECTION PROJECT REFERENCE NO. �-.�73�8i� -�7��1 SHEET NO. �-f�� HYDRAULICS ENGINEER : o�`tti'cae'o�n�,� .�2.:pFE55/pN..-v �. . � 9.: _ ' 4 SEAL 36188 � �,Fj�,��NE�,P;��,�.: ,,��/��� WEAiHE�'SJ��• '�� KEY IN AT / 1.0' DEPTH EXISTING GROUND LINE NTS � E FILL WITH APPROVED SOILS STATION 10+60 HORIZONTAL: 1" = 10' VERTICAL: 1" = 4' i � : ' : �' - � . � _ �, : . � . � : . . I -, - �� __ � _ � __ _ _ � '� _ � � � � i I -. I I i : i ' I . I � , ; � , � � -,- - --- -- --- I--- -- - ___ _ -_ - f - - _ - -.- — -_ � __ ' _ _ _ , � � � _ �_ _ � � � � - � _ ___ ---- -- --- _ _ _ - - - --- i� _ � � - : -_- �i i II I 'i – – -- - - - — �_ _ _. j j I �_ I i I -- - --- ---- - --- -- - --- -- - — ---- — ---- � ----- — . . . . . . . . . . . . . . . . . -.— - .—. i — . . . . i� . . . . . . . . . . . . . _ . _ _ . . . . . .— I------ : �. �. � I � . : �.. �. . �. . �.. �. �. , �. �. �. �. 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I I I I � � � ; � � � , � �I I , , I, ; � �� � � � � � � I� i i , � � � � � � � � , ; , �� � LA _ I I' _ �I � - -- I j ; , SS Ili R PRAP � I i I �I � . � �� � �� I i II �� ' i � I � I i ii ii ii i i ; � � � / �I ' �. �� PRiOPOSED GRO ND � � � � I � � i � � � � I � � I I � � � ; ��; � ,� �, EX(STltti'IG GRC�UND �� �� � � _ __ _ � -- -I, � I - �- - , �� - '�� � 1 � I ����nt� � �_ � � 1 I I : II� ' � ' � ' I� �� r ;,__ � � _ � , _ i i � � � � I 2 �'��-�� . `� '� I � � � ���.� �71'1' �� � �� �� � ��� � �� I � -� � � T� �� (� �.. ��� ...I. .'� III �r��r�vr-�I '__ _���ti���1i_ I . . . I . IIII�. �.I . I � � I li I .. �, X .- ��.- __��--.. .-- -_ li �. � I. i � � � � . I . .. .. � � ��____ ____ ___ ____ _t . . �. . I I � I �:/_ V . . �. � . . . . . I . �. �. �. ��. . �. . . . . �. �. I _ . �. �. �. I �. �. . �. �. I . �. . �. II . . . I .. . I . I i � fILL WI:TH APP OVED ,SOILS � __ _ �� j � _� __ I � �� �� �� , I � -- . _ � �� II , I� ' �� � � ' ! ; � i , T- � I'I I � I ' , � � � � -,- � � � _ -� —�- --= �� � � �' � , I -,L_ _�---- I , � � � � , , , � 3 84 -I . -- ' ---� -�--- , � _� -- � �-- , �I _ i i , �� � , , , - � , � , , � � 10+00 10+50 11 +00 11 +50 � 12 +00 � 12 +50 NORMAL SECTION (6" TOP) � 11.5' TRANSITION 25:1 TAPER NOTES: 1. REINFORCING STEEL TO BE ASTM A706 PROJECT REFERENCE NO. SHEET NO. ' 1-53�8/1-53/l 2 AU � � . • � �} ROADWAY DESIGN STRUCTURE DESIGN i �/l� 4��/y . E;GINEER ENGINEER �J � � � � � - �: o�t�..CnRO�?�� �o�tH CARp� �� .�2.��pE55/pti9-v�� :�24�oFE5S/pN`�v: �1��T'�' - , ��.�A�J '4 SEAL �' _P' SEAL ��'M��' L E 029473 c `. 18442 ��; — ' c' �'•. r ' `f'�GINE�Q'. '.99'F't;�INE�p'��'.� ,,,'lqSOryM.1P���O��,,,' ,���� fON.6���,`��. oo�rnonn�n inrniT rri � �o no 6„ 2� 2 �� F � ��� x z T 10"R v " m - - M � � M *2�r 2� Q�� SECTION A-A 1 VAR. '-17-„I �I 3�I�I 3 �� � _ I� �I ��< �� � �<,2„ CLE/ �,i � �!, 1 r' • ��� 2/2„ �MIN. 3' �---24"-35" - - SECTION B-B 4" CONCRETE CAP #5 "S" BAR 48:1 SLOPE �� #5 ��B�� BARS SPA. @ 18" CTS.� �� � wi � cs i � � �I � 1 1 3/ rr 12�� CLR. � 1 �� 3�-5" MIN. ° 12 " �' FINISH 5%2�� � 9, GRADE i 4 "- - ¢ N � GRANULAR FILL MATERIAL U 1�-5" SECTION C-C PREFORMED JOINT FILLER OR OTHER COMPRESSIBLE MATERIAL (SEE ROADWAY STANDARD DRAWING 610.01) SEE TYPICAL SECTION FOR DETAIL i OF BASE AND SURFACING I GRANULAR FILL MATERIAL � ° --+— y BRIDGE��iF00TING � � � � �� �� �,� - NORMAL SECTION-BARRIER DETAIL a�� z�'�� ALL DRAWINGS ARE NOT TO SCALE AT BRIDGE COLUMN ;�� ' '_'�._._._.. i � V�VM� V��v PREFORMED JOINT FILLER OR VAR. —�� OTHER COMPRESSIBLE MATERIAL i (SEE ROADWAY STANDARD DRAWING 610.01) i /I 3 / �, $„ ' z � �'I�'� �� � 4 JI �� r^ OI rr I �j �1 lr'�rr 7 � z �i �r � 10' RAD.� VAR. 3�-5" �� oi �: _ - 3,_5„ zco �I �? M �� M mi � 10 i � FINISH � FINISH i I 9„GRADE 9„GRADE -- -, i = -'- � 1_ —1 �'5�=� f� GRANULAR FILL �1 �-5"� GRANULAR FILL MATERIAL MATERIAL SECTION D-D SECTION E-E � � PREFORMED JOINT FILLER OR OTHER COMPRESSIBLE MATERIAL (SEE ROADWAY STANDARD DRAWING 610.01) � i� "— GRANULAR FILL MATERIAL I' SEE TYPICAL SECTION FOR DETAIL j OF BASE AND SURFACING BRIDGEIFOOTING SUPERELEVATED SECTION-BARRIER DETAIL AT BRIDGE COLUMN DETAIL OF MEDIAN BARRIER TRANSITION AT OVERPASS SHEET 1 OF 1 GENERAL NOTES 1. MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2012 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (SPECIFICATIONS). 2. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 825 AND 854 OF THE SPECIFICATIONS. 3. AN APPROVED SLIP FORMING MACHINE MAY BE USED TO CONSTRUCT CONCRETE MEDIAN BARRIER PROVIDED SATISFACTORY RESULTS ARE OBTAINED. SEE SECTION 854-3 OF THE SPECIFICATIONS. 4. CONSTRUCT CONCRETE BARRIER OF CLASS *AA' CONCRETE. SEE SECTION 1000 OF THE SPECIFICATIONS. 5. REINFORCING STEEL SHALL CONFROM TO ASTM-A615 GRADE 60 OR ASTM-A706 GRADE 60. SEE SECTION 1070-2 OF THE SPECIFICATIONS. 6. PROVIDE CONTRACTION JOINTS AT 20' MAXIMUM INTERVALS AND EXPANSION JOINTS AT 100' MAXIMUM INTERVALS. 7. SEAL EXPANSION JOINTS WITH JOINT FILLER. SEE SECTIONS 825, 854 AND 1028 OF THE SPECIFICATIONS. 8. ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS AND CONTRACTION JOINTS THAT ARE ADJACENT TO SOIL SHALL BE WATERPROOFED IN ACCORDANCE WITH SECTION 854 OF THE SPECIFICATIONS. 9. FILL UNDER THE FOOTING AND FILL PLACED AROUND WALLS SHALL BE THOROUGHLY COMPACTED W ACCORDANCE WITH SECTIONS 235 AND 500 OF THE SPECIFICATIONS. 10. UNCLASSIFIED EXCAVATION FOR RETAINING WALLS SHALL BE IN ACCORDANCE WITH SECTION 225 OF THE SPECIFICATIONS. AFTER EXCAVATION TO THE REQUIRED FOOTING ELEVATION IS ACHIEVED, THE FOUNDATION SHALL BE PROOF ROLLED OR PROBED AND ANY LOCALIZED POCKETS OF UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH COMPACTED FILL. THE FINAL FOUNDATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO ANY COMPONENTS OF THE WALL BEING CONSTRUCTED. 11. GEOCOMPOSITE WALL DRAIN, WEEP HOLE, PERFORATED PIPE UNDERDRAIN, AND DRAINAGE FILTRATION SHALL BE CONSTRUCTED WHERE DETAILED FOR THE BARRIER WALL. GEOCOMPOSITE WALL DRAIN MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 1056 OF THE SPECIFICATIONS. GEOTEXTILE FOR DRAINAGE FILTRATION SPECIFICATIONS SHALL BE TYPE 2 IN ACCORDANCE WITH SECTION 1056 OF THE SPECIFICATIONS. PERFORATED PIPE UNDERDRAIN SHALL EITHER BE CORRUGATED POLYETHYLENE PIPE OR PVC PIPE AND SHALL CONFORM TO SECTION 1044 OF THE SPECIFICATIONS. 12. CONCRETE BARRIER WALLS SHALL BE BUILT TO THE HORIZONTAL ALIGNMENT AND VERTICAL GRADES SHOWN IN THE PLANS. THE BOTTOM OF FOOTING GRADES SHOWN IN THE PLANS ARE MINIMUM EMBEDMENTS. INCREASING THE EMBEDMENT FROM THE ELEVATIONS SHOWN IN THE PLANS MUST BE APPROVED BY THE ENGINEER. INCREASES IN FOOTING EMBEDMENT WILL INCREASE WALL HEIGHT AND MAY CHANGE WALL TYPE REQUIRED. 13. ALL EXPOSED EDGES SHALL BE CHAMFERED VL" UNLESS OTHERWISE NOTED. 14. BOTTOM REINFORCING STEEL SHALL BE SUPPORTED BY CONCRETE BLOCK OR SIMILAR MATERIAL, SO AS TO PROVIDE A MINIMUM CONCRETE COVER OF 3" BELOW BOTTOM REINFORCING STEEL. 15. THE CONTRACTOR SHALL EXERCISE DUE CAUTION IN PLACING BACKFILL AT RETAINING WALL 50 AS TO MAINTAIN PROPER ALIGNMENT AND AVOID DAMAGING THE STRUCTURE. SOIL IN FRONT OF THE WALL MUST BE IN PLACE BEFORE BACKFILLING BEHIND THE WALL. } ' "3'� `"f�T4i ����� - , �� =r 16. SPECIAL CAST—IN—PLACE (CIP) MEDIAN BARRIERS ARE BASED ON THE FOLLOWWG DESIGN PARAMETERS: MIN. fy = 60 K51 MIN. f'c = 4 KSI MIN. SOIL UNIT WEIGHT = 115 PCF FRICTION ANGLE = 28 DEGREES (GROUNDWATER MORE THAN MAX. STATIC BEARING PRESSURE = 1100 PSF MIN. REQ. ULT. SOIL BEARING PRESSURE = 3300 PSF MIN. SLIDING FRICTION FACTOR = 0.40 MAX. SURCHARGE LOAD = 250 PSF COHESION = 0 LBSF 7' BELOW BOTfOM OF FOOTING) 17. ENGINEER WILL BE REQUIRED TO VERIFY DESIGN OF SPECIAL CIP MEDIAN BARRIER WALLS IF DESIGN SOIL PARAMETERS ARE NOT APPLICABLE OR GROUNDWATER IS ABOVE BOTTOM OF FOOTING. 18. DO NOT USE SPECIAL CIP MEDIAN BARRIER WALLS WHEN VERY LOOSE OR SOFT SOIL OR MUCK IS BELOW WALLS. 19. DO NOT PLACE CONCRETE FOR FOOTINGS UNTIL EXCAVATION DIMENSIONS AND FOUNDATION MATERIAL ARE APPROVED. m 0 � WATERPROOFING � FILL SIDE (SEE NOTE 8) i„ � � 1" PREfORMED \ JT. FILLER 2� � v _ � � — � a � � . � i� ~�> 1�� EXP. JT. DOUBLE 3/q" CHAMFER FROM TOP OF FTG. TO TOP OF WALL. EXPANSION JOINT DETAIL PROJECT REFERENCE NO. SHEET NO. l 53�8/1-53/l � � �AV S7RUCTURE DESIGN ENGINEER , �o�:�H�CARp� �� .��.;•�FE55/p�•.9'. .Q 9•. ' 4 SEAL ` 18442 i �' ?99.`F'�G I NEEQ`��,� ,,��� (fON 8���.J,• DETAIL OF SPECIAL MEDIAN BARRIER WALL SHEET 1 OF 5 UPPER GRA�E AT WALL F BAR #5 @ 10" 2%2�� MIN. SAW CUT TYP. CONTRACTION JOINT WATERPROOFING (SEE NOTE 8) D BAR #6 @ 10 GEOCOMPOSITE WALL DRAIN x c� z GEOTEXTILE FOR DRAINAGE FILTRATION � a w Q 6�� PERFORATE� PIPE UNDER�RAIN � X � 12"X12" #57 STONE CONTINUOUS � 0 WATERPROOFING (SEE NOTE 8) � A BAR #5 @ 10'�� � \ 4' -0" MIN "'I� �\\, i o � ' , . .. _ . � � �� �„ �I TOP OF WALL r_____ i i I � G BAR NS @ 10" � OR E&G BAR � COMBINED #5 @ 10�� i i I (ALTERNATE) � �� CONSTRUCTION JOSNT i � � ii � � — E BAR #5 @ 10" � I 3%p" CLR. O U Q " CLR. a U � H $ 4.' > > Q NS BARS @ 12" MAX. o ' CONTINUOUS (TYP.) a 0 � �� � �/q„ HARDWARE � OI CLOTH � N N � 4„ DIA. WEEP � o 0 � ���� HOLE @ 20' � � z / I N a � CONSTRUCTION %�Q °�°� � � JOINT w � 0 ���2�,, O� ' I/ LOWER � " °�� � GRAOE �Qo° �� I �� AT WALL �°°� �° '� � ���� v �i \ - > f- — ��� � i - � WATERPROOFING (SEE NOTE 8) C BAR #5 @ 10'� 3" CLR. � �i _�� �A BAR , n�^ .. m N4 @ 10" � 80TTOM I J \ " OF FOOTING i� 6 � �V � � #4 BARS @ 16° MAX. � CONTINUOUS TOP � B gAR N7 @ 10�� AND BOTTOM TYPE 12 6'-0" MAX. REATIN HEIGHT REBAR NOTES SEE DRAWING FOR LOCATION � 24" SPLICE B TO D � 20" SPLICE C TO E � 28" SPLICE D TO F � 20" SPLICE E TO G (OPTIONAL) O FOOTING EMBEDMENT (1'-0" MIN.) VARIES BASED ON ADJACENT DRAINAGE DITCHES OR UNSUITABLE FOUNDATION SOILS. RETAIN HEIGHT INCLUDES FOOTING EMBE�MENT ALL DRAWINGS ARE NOT TO SCALE MINIMUM LAP SPLICE (TENSION BARS) %p OR LESS OF Lp OR MORE OF SPLICES IN THE SPLICES IN THE SAME LOCATION I SAME LOCATION k4 BAR 12" #4 BAR 16" k5 BAR 15�� #5 BAR 20" M6 BAR 19�� #6 BAR 25 * MULTIPLY BY 1.4 FOR TOP BARS } ' "3'� `"f�T4i ����� - , �� =r �, Q„ �� � TOP OF WALL � �� (LEVEL) � ' �.. � N I � 7p., o _ .,� qqo o D , o 1" RAD. ° o ° D r� o> o D , . D �:�7"�ti3,�;i �� o ,, o ��� UPPER GRADE J ° � Z AT WALL �„ �„ �„ o � � D o U N / ' m p �� 9�� a 4 0 � PP� o ' < 1 o ' o 0 � __ 1„ RAD. a a a 4 a ` D 0 o Q " a � 'e a a � ' a'. � . . Q ______�S / �`� o . a � j �— LOWER GRADE c� 10" 10" �0" / AT WALL / 00 oa oQ�_� f li� 2�-6�� �li TYPE 12 BARRIER FACE DETAILS (TYP.) BAR BENDING DETAILS TYPE 12 (FIELD BEND AS NEEDED) 2 — 19� � �- X - ,or o � � a � Q N N� � � � � o c °' ' g c0 F BAR 9� �� - �. ' G BAR _ ¢ �� ao > � � 10 � �°= a E BAR > N / 0] e� � 1, 1%2,� C BAR � D BAR �� ��j2�� B BAR � E&G BAR COMBINED (ALTERNATE) A BAR PROJECT REFERENCE NO. SHEET NO. 1-53�8/1-53/l �—AY STRUCTURE DESIGN ENGINEER , �o�:�H�CARp� �� .��.;•�FE55/p�•.9'. .Q 9•. ' 4 SEAL ` 18442 i �' ?99.`F'�G I NEEQ`��,� ,,��� (fON 8���.J,• DETAIL OF SPECIAL MEDIAN BARRIER WALL SHEET 4 OF 5 � W _ Q � X Q � O � UPPEfl GRADE AT WALL i,_o„ TOP OF WALL r-----i F BAP N5 @ 7" � ' ! � � , G BAR #5 @ 7„ 2%p" MIN. SAW CUT ' OR E& G BAR TYP. CONTRACTION JOINT —\ 1 i COMBINED N5 @ 7" i (ALTERNATE) CONSTRUCTION JOINT ' � 1 i i � I X � � I i ' I � 3%2"CLR. — � I WATERPROOFING —� ' (SEE NOTE 8) � � i i � �i 3Lp"CLR. � — i 1 � i /� E BAR NS @ 7, i i i GEOGOMPOSITE WALL DRAIN �� � � HS BARS @ 12" MAX. CO � � i CONTINUOUS (TYP.) w U D BAR #6 @ 7" i i a i.� I � I � i GEOTEXTILE FOR� � � � DRAINAGE FILTRATION � � w > 6" PERFORATED — i PIPE UNDERDRAIN � ' ' �� 12"X12" #57 STONE� � � B �/q" HARDWARE CONTINUOUS � i U �� CLOTH i � y i / � — 4" DIA. WEEP � � �� i� HOLE @ 20' o w WATERPROOFING � � m w (SEE NOTE 8) A � � ' � � LL � � CONSTRUGTION A BAR # 5 @ 7" —�� � �00� � � � JOINT w � 0 U in � /� #4 BARS @ 16" MAX. CONTINUOUS TOP AND g" BOTTOM CLR. A BAR #5 @ 7„ 1 > 0 ¢ ¢ 0 � o� � i� � u� �rc �m � . �° h6o ____- . \� ��O �'?��. i �_ . � j�ti!;, ; /,' \ ' � � 5'-6" MIN � � v �� � LOWER GRADE � � i � > AT WALL WATERPROOFING i� (SEE NOTE 8) � —.. 3" C BAR N5 @ 7„ w � CLR. � L BOTTOM OF 8�_��, FOOTING _/ B BAR #7 @ 12" TYPE 13 8'-0" MAX. REATIN HEIGHT REBAR NOTES SEE DRAWING FOR LOCATION �Q 31" SPLICE B TO D G20" SPLICE C TO E O28" SPLICE D TO F O 20" SPLICE E TO G (OPTIONAL) OFOOTING EMBEDMENT VARIES BASED ON ADJACENT DRAINAGE DITCHES OR UNSUITABLE FOUNDATION SOILS. RETAIN HEIGHT INCLUOES FOOTING EMBEDMENT ALL DRAWINGS ARE NOT TO SCALE MINIMUM LAP SPLICE (TENSION BARS) �/p OR LESS OF %p OR MORE OF SPLICES IN THE SPLICES IN THE SAME LOCATION SAME LOCATION #4 BAR 12�� #4 BAR 16�� #5 BAR �5° #5 BAR 20" #6 BAR 19�� #6 BAR 25 * MULTIPLY BY 1.4 FOR TOP BARS } ' "3'� `"f�T4i ����� - , �� ,,_o„ -r ��� 2�� ' � TOP OF WALL � LEVEL N - 7p,. � 0 9,q� ' � ` m �„ RAD. �� o � p D C , �iJ�// // p e o D D � UPPER GRA�E ' 7" 7�� �" ' AT WALL i � o. > 0 0 o , Q: � 2�, ��� / o j 1, 9„ � a � � �. ° � o Pp'O � � ` o. ,p 0 0 �� a � °�/ a , a o o ' o.' � " , a " , a < ° ° ° . a � . a � . � � . a 70„ yo„ �o„ � � c. ' � o�. , c. . . I a o ^". 2�_6„ TYPE 13 BARRIER FACE DETAILS (TYP.) � N 0 LOWER GRADE AT WALL �D BAR BENDING DETAILS TYPE 13 (FIELD BEND AS NEEDED) 19�2 ^� — � � -� 1 OI ��. � � ^ X v J� 19L ^ _ � N 2 � ¢ � a � �o � � � o F BAR �� � �, - ; G BAR N - 10" > > E BAR M C BAR .,_Z�,� D BAR B BAR � E&G BAR COMBINED (ALTERNATE) ''-6'" A BAR PROJECT REFERENCE NO. SHEET NO. h53�8/1-53/l � l!� ROADWAY DESIGN S7RUCTURE DESIGN ENGINEER , �o�:�H�CARp� �� .��.;•�FE55/p�•.9'. .Q 9•. � 4 SEAL ` 18442 i �' ?99.`F'�G I NEEQ`��,� ,,��� (fON 8���.J,• DETAIL OF SPECIAL MEDIAN BARRIER WALL SHEET 5 OF 5 � m rn� N � O � W J v � a � r a Z � F"'' � � � � m W V v 00 = m �� v �' O � W J a3raada 3ddHS-� ao� LL-9 3d�1 lIN� �OH�Nd �Id�Q�d�� 1zNn aoH�Nd 3anl�nals �0� �NIMd�d �Idl3a HSI��N3 TH Dv � m� \ � W m z � �v'm r m � D � m� � r � � ;z C W Ov � n � r '�'N `H�I3�d� S�dMH�IH �0 NOISI�I4 NOIldl�OdSNdal �0 '1d34 dNI�Oad� H1�ON �0 31d1S N � m � T � � � � m � _ r. _.. .�+1 m� �N O? yOW �I V�r'� Vi mD �D; 2 �. H m Dw � / I _______ ___ � O D N \ � O N � _ � ` � z ;�i Aq7F' \ a �;�' ��� �a a D NN nyo c ; � >~>� A �» � > �� ��� mo� �� Wm i N y o0o nz n" N P a � � m m�9 m� _� _ _ _ _ _ _ ^ A w m 9 � o � D y O m � ~ ' �rD-3 cD � O � � y'^ - Z — ----�� oo � ' �I � �� � � m � oN m� � m �� o� D �z � _ �= Dw m9 N � C fn -1 mm �o OD —x m � -Ir �a_ mo �G) DO ti3� tio�� � 4vz„ N �� o�m oo �, � r y 2%�� ^� Dy DyA N~ ODD W � � l J/ A I � rl� O m � a� � � F v 70 ` �--� � � o � N O �p Z z cv � N 0o m �D` � \/ �_______ N � m r r 4�� 0o v v' r o � �� o m � �� � n N �' � � � _ DypC C � 2 N � �EOD Dz�� a m � Z D �� �m � D� mi ENGLISH DETAIL DRAWING FOR STRUCTURE ANCHOR UNIT GUARDRAIL ANCHOR UNIT TYPE B-77 FOR F-SHAPE BARRIER W8 x 13 x 7'-6'� � Om I Om o ��„ o ND �— �D — � - - _- -- ��-���A z � i A„ i _ F�-i STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. � m rn� N � O � � W J � c a � v � a N r a ^Z \ ♦ 2 � � C Z N � � � � m W v V � 0� _ m N � vA O� � W V a3Iaad8 3ddHS-� a0� LL-8 3d�1 lIN� aOH�Nd �IdaQad�� liNn aoH�Nd �idaaadn� a0� �NIMd�a �Id134 HSI��N3 ` m �na N�m v— —n-i�nmm ��mco"� 00 o m=o�m :mti m n v'a��yoyao ox��yMr�nr c�'� wy tnD��_o D�DmOH�nHmmDr�nm �x� oD=yN�N" Dyo _ % oo.. >omN��� �Am�aa�a mNm N a�,�.,m., D .. =�,�a '"�vD,"mm 9 onyoyo t�DO3D D m �x� m'oizooz �N`D�� m9.��,00D<z mo..z nmrrm� �Oo O1=mmo�o -� omo m� D E a� � D W Z p � O N ti ��z�O�a zOa� t~ii�D � 3�� n z C N a � xox �D Do�m �oma��� m��� � � mo�o� m ymza4� T�.DVN.aAo 9ao�� D� ��� �m �>oa �m��m �n� a�a �»>�o> ��=�y� =nm om�= � . �����o � o � �>�..oW m mDmozN=� �mDNaa ,�m o o ��� �N�ov n DZDmo m mozOOC� � ~ D O am mm w �� vWzc z� mE D �r �O�t~i� �a nm � o� %m000 a 9� �nNa� m-1 m L�zOFa 2 T Z � v= W tn m �r ym� D ~ m v� fn m r C � mC DC - . � oz zm oD� m �n ' y� � o0 D Dx � o m w � �o oO D cLDi D �� �O D � > -� � z x � O � � � p> m � o� � o� m �' om 0 � ENGLISH DETAIL DRAWING FOR STRUCTURE ANCHOR UNIT GUARDRAIL ANCHOR UNIT TYPE B-77 FOR F-SHAPE BARRIER '�'N `H�I3�d� S�dMH�IH �0 NOISI�Id NOIldlaOdSNdal �0 'ld3a bNI�Oad� Hl�ON �0 31d1S STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. -Ll- Sto, POT 140f00,00 = o -LLT2- POT Sta, 140+00,00 (23,00' LT) 0 + 0 -Ll- POT Stool4/f00o00 = � -LLT2- POT Sto, l4/f00,2/ (24,00' LT1 � NORMAL BARRIER I 100' TRANSITION �------- SFCTrnni --�i�---------_— I 6,� � -Y4- GORMAN ST. � � i i `i ' "!'� `�'T� ����� - I\�`� —r -Ll - Sta, POT l45 f00,00 = -LLT3- POT Sto. 144f99,80 123,00' LT) -Ll- Sta, POT 144f00,00 = 0 0 + � � � -�rr i �- ru i � ro, ivi -rvu,�i � ��,vv rr i � � -LRT 3- POT Sta, 144+00,00 (24,00' RT ) / -U- Sta, POT 140+00,00 = -LRT2- POT Sta, 140+00,00 (23,00' RT) 6" � � FINISHED -\ GRADE F.G. 22' MEDIAN VARIES (6„_12„) � F.G. F.G. I VARIES _I � (2' TO 2'-6") MEDIAN VARIES (22' TO 22'_8") SECTION A-A SECTION B-B ( UP TO STA 140+00.00 -L1- AT STA 140+00.00 TO STA BEGIN AT STA 146+00.00 -L1- AT STA 144+66.66 TO STA ALL DRAWINGS ARE NOT TO SCALE — 4„ CONCRETE CAP 6„ I GRANULAR FILL MATERIAL-� � VARIES � (0„ TO 12") F.G. - 48:1 F.G. � � 15 " �_ I MEDIAN VARIES (22'-8" TO 24') � -Ll - POT Sta, l45 f00,00 = -LRT 3- POT Sto, l45 -�-00,2/ (23,00' RT ) RRIER�� IN 6" SOLID� SECTION B-B (SPLIT� SECTION C-C 140+33.33 -L1- AT STA 140+33.33 TO STA 141+30.21 -L1- (RT) AT STA 141+30.21 TO STA 143+53.53 -L1- (RT) 145+00.00 -L1- AT STA 140+33.33 TO STA 141+33.36 -L1- (LT) AT STA 141+33.36 TO STA 143+66.81-L1- (LT) AT STA 143+53.53 TO STA 144+66.66 -L1- (RT) AT STA 143+66.81 TO STA 144+66.66 -L1- (LT) DRAINAGE MAINTENANCE APPROACH I-40 EAST 1 OF 4 Item NCDOT NCDOT Proposed RT/LT RFP Required Repairs Proposed Repairs Number Box # Station Station M-44 36+00 52+45 RT Construct mncrete apron Replace structure M-45 38+70 54+93 RT Replace apron, remove grass, and clean out berm Replace stru�ture ditch inlet M-46 100 44+42 fi0+70 RT ConStruct concrete apron Replace struCture M-47 101 49+22 65+52 RT Construct concrete apron Replace structure M-49 56+93 75+52 RT Replace with masonry drainage structure and Remove structure restore washed outslope M-SO 102 60+35 73+33 RT Repairshoulder Repair5houlder M-51 65+10 81+55 RT Restore washout atthe end of curb Replace structure M-53 105 70+13 S6+q4 RT Construct concrete apron Replace structure Construct concreie apron and replace concrete M-54 106 74+14 90+q4 RT New concrete apron and concrete ditch (20') ditch Construct concrete apron, repair drainage M-56 108 78+31 94+62 RT New mncrete apron and conaete ditch (20') structure and pipe, and 6ackfill M-57 109 79+8q 96+14 RT Construct concrete apron Replace structure M-58 82+80 102+92 RT Restore rusted FES and washed out slopes above Replace FES, repair slope, remove tree, & cross line, remove tree and slip line pipe preserve pipe. M-59 88+08 105+35 RT Restore 60'rusted pipe and slip line pipe Restore and Preserve M-60 111 92+8q 109+15 RT Constructconcrete apron Replace structure M-61 97+70 115+62 RT Remove trees over pipe and ai outlet, replace FES, Remove trees, remove FES and replace with and slip line pipe standard riprap pad, & preserve pipe. Construct concrete apron, repair drainage M-62 112 104+48 120+80 RT Replace structure structure and pipe, and backfill Replace strucwre & lastjoint of pipe, and M-64 109+20 125+60 RT Replace lastjointof pipe, remove concrete and remove concrete and sediment. Video the sediment from drainage system, and slip line pipe remainderof the pipe; retain if in good condition, replace or reserve if not. M-66 114 109+87 126+19 RT Construct concrete apron and replace grates with Replace structure correct grates for existing frame Clear trees at and over pipe outlet, grade to drain, M-68 116 117+75 134+07 RT and replace FES Remove trees, remove FES and rip rap banks Two pipe located here. DB Team shall replace FES New energy dissipatorand preserve pipe; M-69 117 117+91 134+22 RT and slip line crossline and construct Energy smaller pipe from failed funnel drain to be Dissipator removed. Restore buried grates and remove sedimentfrom M-70 118 120+39 136+70 RT Removed sediment and repairas needed. drainage ditch and system. M-71 119 124+92 140+54 RT of�Ramp Construct concrete apron New concrete apron and concrete ditch (35) LTof Ramp M-72 120 123+94 140+25 � Construct concrete apron New concrete apron and concrete ditch (22') Along M-73 120A 123+89 142+27 Gorman (LT Construct concrete apron New concrete apron and mncrete ditch (22') of mainline) Along M-75 122 121+37 143+63 Gorman (LT Construct concrete apron New concrete apron and concrete ditch (22') - NOTE: Same as M-96 of mainline) Remove sedimentfrom ditch and pipe inlet and M-78 125 125+67 146+10 RT Remove sediment and clean drainage system dean drainage system Construct concrete apron, repair drainage M-79 126 128+17 144+51 LT structure and pipe, and backfill Repair structure & new conaete apron M-81 128 125+95 142+28 RTof Ramp Construct concrete apron, repairdrainage This item has already been repaired. No B structure and pipe, and backfill additional repairs necessary. Remove tree, minor regrading at outlet, Remove tree at pipe outlet, regrade to ensure M-82 129 134+66 LT remove FES, replace standard riprap pad, and positive drainage, replace FES, and slip line pipe preserve pipe. M-84 132 123+64 140+pq RT Clean out underdrain and daylight Clean structure Along M-87 133 125+49 141+63 Gorman (RT Construct mncrete apron New concrete apron and concrete ditch (20') of mainline) M-90 137 121+68 137+q4 LT Replace with masonry drainage structure and Regrade shoulder, No 56G repair washout behind curb M-91 136 149+80 LTofRamp Constructenergydissipator Outletisstable; placeriprapatendof A adjacent mncrete swale, preserve pipe. M-92 138 119+08 150+36? RTAlong Repair shoulderand replace pipe Regrade shoulder, No 56G; remove pipe Ramp A RTAlong Replace with masonry drainage structure and M-93 139 119+38 150+36? No SBG; remove structure RampA repairshoulderwashout I-40 EAST 2 OF 4 Item NCDOT NCDOT Proposed RT/LT RFP Required Repairs Proposed Repairs Number Box # Station Station M-95 141 125+14 141+54 RT Repiace curb at bridge and repair asphaltshoulder Overlay Bridge, repaircurb M-96 142 127+31 143+71 LT Construct concrete apron New concrete apron and concrete ditch (22') - NOTE: Same as M-75 M-97 148 126+91 143+31 RT Repairshoulder Repair5houlder;notsurewherethisis Repair pipe separation, & add energy M-9S 126+39 145+33 LT RepairseparatedRCPandsliplinepipe dissipatoc Videotheremainderofthepipe; retain if in good condition, replace or preserve if not. M-100 127+86 143+03 RT, outside Slip line pipe, replace FES and remove treesfrom Preserve pipe; remove FES and rip rap banks; Ramp D around outlet remove trees. Along Construct concrete apron, replace concrete ditch M-101 144 124+62 144+52 Gorman 5 and replace grates with correct grates for existing New concrete apron, concrete ditch, and sag off Ramp C frame grates M-104 147 127+87 143+03 RT Repairwashout/headcut�OffGorman5treet�and Repairandriprapchannel.(SeeSheet2-AT) construct energy dissipator. M-105 125+22 144+56 RT Remove sedimentfrom concrete ditch and pipe Remove sedimentfrom concrete ditch and system pipe system M-106 149 132+2g 149+25 RT Construct concrete apron New concrete apron M-107 150 138+43 154+92 RT Replace with masonry drainage structure and Remove structure repairshoulder M-107A 150+70 166+81 RT Clean out drainage structure and crossline and Replace siructure regrade ditch line to remove sediment M-108 156+72 ll0+92 RT Repairseparated pipe and slip line pipe Replace pipe M-109 156+72 170+92 RT Restore washed out slopes Regrade slopes M-112 164+64 179+66 RT Grade and stabilize eroding ditch Add standard riprap pad. M-113 164+64 179+66 RT Repair last 2' of separated pipe, slip line pipe, Remove FES, and preserve pipe. Remove replace FES and remove trees around pipe inlet trees. Grade pipe outletto drain; video the pipe; M-114 167+28 185+46 RT Grade pipe outlet to drain and slip line pipe retain if in good mndition, replace or preserve if not. Replace exposed flume pipe (approximately 30' M-117 183+12 199+78 RT Flume to be removed; repairslope. down slope) and repair slope. Minorgradingrequiredandrepairapproximately Repairlateralditchandslopetoculvertwing M-118 183+12 199+78 RT S00' of chainlink fence. Repair lateral ditch and wall. Remove trees behind wingwall and slopetoculvertwingwall,removetreesbehind repairROWfence. Realignstreamleadingto wing wall and repairfence. headwall, and armor banks. (See Sheet 2-AS) M-120 185+40 205+06 RT Repiace exposed flume pipe Flume to be removed M421 195+60 211+J4 RT Repair pipe, drainage structure, and apron Replace structure M-121A 200+60 216+94 RT Repair pipe, drainage structure, and apron Replace struc[ure M-122A 205+10 221+67 RT Repair pipe, drainage structure, and apron Replace structure M-1226 209+70 225+65 RT Repair pipe, drainage structure, and apron Replace structure M-122C 217+70 233+97 RT Repair pipe, drainage structure, and replace apron Replace structure and concrete ditch M-123 151 220+17 235+11 RT Repair/replace damaged pipe and slip line Preserve pipe M-124 202 220+ll 236+48 RT Construct concrete apron, clean out concrete ditch New concrete apron and concrete ditch. New and replace grates with correct grates grates. M-125 201 224+74 241+06 RT Construct mncrete apron New concrete apron and ditch (20') M-127 204 224+31 240+63 RTof�Ramp Clean out pipe and berm diuh Clean out pipe and ditch M-128 151 223+q2 239+7q RT of Ramp Construct mncrete apron and replace grates with New concrete apron and mncrete dit[h. New C correct grates sag grate. M-131 151 234+09 250+40 RT Construct concrete apron and dean out ditch Replace structure M-134 209 251+16 267+82 RT Pipe is roo shallow. Replace if possible Replace pipe to new 2GI at barrier M-136 210A 255+60 272+23 RT Construct concrete apron and dean out ditch Replace struc[ure M-137 257+50 273+89 RT Replacef�oorless drainage structure. Replace structure MQ42 213 259+59 276+02 RT Construct concrete apron and remove sediment on Replace struc[ure shoulder M443 262+32 277+25 RT Replace f�oorless drainage structure. Replace structure M-145 262+32 277+96 RT Replacefioorlessdrainagestructure. ReplacestrucWre M-150 218A 289+80 306+10 RT Cleanoutoutlet Replacepipe M-151 226 292+60 308+90 RT Repairshoulder Repairshoulder Remove trees, replace concrete ditch and restore M-152 228A 295+43 308+65 RT ditth Replace concrete ditch with riprap PROIECT REFERENCE NO. SHEET NO. ' �J�.J��% —J 3�� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DRAINAGE MAINTENANCE APPROACH I-40 EAST 3 OF 4 Item NCDOT NCDOT Proposed RT/LT NCDOT Request Proposed Repairs Number Box # Station Station M-157 230 314+69.6 331+01 RT Clean out ditch, inlet, pipe system Previously repaired Project improvement includes Shouder M-158 233 316+09+/- 332+53 RT Repairshoulder BermGutterwhichwillindudeshoulder repair Project improvement indudes Shouder M-159 316+09+/- 332+53 RT RepairshoulderandundogC65 BermGutterwhichwillindudeshoulder repair Project improvement includes Shouder M-162 236 317+pp+/- 333+11 RT Repairshoulder Berm Gutterwhich will indude shoulder repair Project impravement indudes Shouder M-163 237 317+00+/- 333+11 RT Repairshoulder BermGutterwhichwillindudeshoulder repair M-165 238 326+05+/- 342+55 RT In&out.Ax.InsideLoopDininterchange Norepairrecommended M-167 239 326+66+/- 342+79 RT Cleanoutoutletanddaylighttodrain ?Notfound M-169&M-170 327+74 343+65 RT Stabilizeslopes&addcurb&gutter Insta1156G&stabilizeslopeper standard design criteria M-171 327+7q 343+65 RT Stabilizeslopesandaddwrb&gutter Insta1158G&stabilizeslopeper standard design criteria M-172 242 331+64+/- 347+30 RT Repairshoulder Insta1156G M-ll4 244 332+15+/- 348+70 RT Clean out outlet and provide positive drainage Replace pipe M-178 248 329+57+/- 346+39 RT Clean out ditch. See general comments Ditch no longerexist. Gore area filled M-182 250 331+51+/- 348+33 RT Clean outpipe inlet&slip-line pipe Slipline pipe M-183 251 334+10 350+50 RT Constructconcrete apron Constructconcrete apron M-1S4 338+30 353+93 LT Repair box atthe trailing end of Hadley Bridge Replace structure M492 311 364+38.2 380+65 RT Constructmncreteapron Constructconcreteapron M-194 312 375+50 395+78 RT Cleanoutunderdrain&daylight&deanoutpaved Cleanoutorreplaceunderdrain ditth M-195 0312A 379+91+/- 396+21 RT Cleartreesaroundheadwall&slip-linepipe Siiplinepipeandcleartrees M-197 0313A 375+56 396+25 RT Cleanoutunderdrain&daylight Cleanoutorreplaceunderdrain M-198 380+54 396+60 RT Repairpavedditcheswashedoutnearcrossline Repairpavedditch 100-200' west of Exit 300 sign 382+00 398+47 RT Replace damaged sign Previously repaired M-199 315 382+55+/- 398+63 RT Clean out underdrain & daylight Clean outorreplace underdrain M-200 316 389+09.2 405+39 RT Construct concrete apron Replace structure Construct mncrete apron & replace grates w/ M-201 317 391+58.9 407+90 RT Replace structure mrrect grates Construct concrete apron, repair masonry drainage M-202 318 392+08.9 408+38 RT Replace structure structure & pipe, and backfill M-204 320 394+53+/- 410+53 RT Constructconcreteapron Constructroncreteapron M-205 321 394+88.4 411+14 RT Constructconcreteapron Constructconcreteapron M-207 322 396+12J 412+32 RT Constructmncreteapron,repairpavedditch, Constructconcreteapron,repairpaved masonry drainage structure, pipe, & backfill ditch, drainage sffucture, and pipe M-208 323 397+10.9 413+40 RT Construct concrete apron Replace structure M-209 324 398+34.5 414+54 RT Constructconcrete apron Constructroncrete apron M-210 325 399+01.6 415+29 RT Construct concrete apron & replace concrete ditch Constructconcrete apron and replace ditch M-211 0327A 395+34.5 415+22 Checkgrate (on ramp) & replace if needed Structure removed in final design M-213 326 404+87.6 421+14 RT Replace pipe with 24"-RCP & replace grate Replace struaure Construct concrete apron, repair masonry drainage M-214 328 407+14.0 423+42 RT Replace structure struaure & pipe, and backfill M-221 333 432+57.0 448+76 RT Construct concrete apron Replace structure M-222 334 432+55+/- 448+78 RT Remove trees & replace headwali/BDO Remove tree and replace headwall M-223 433+34 450+24 Replace separated pipe. Determine if additional Replace structures drainage structure & tross line are hydraulically M-224 433+34 450+24 same as above ( 223 & 224 photos are combined) See M-223 Construct concrete apron, repair masonry drainage 441+70 457+57 RT Replace structure structure & pipe, and backfill Replare damagedjoint of pipe, dean outdrainage 443+85 460+66 RT Replace guardrail and pipe system, & repairwashout M-225 443+60 458+81 Replace drainage struccures & dean outdrainage Replace structure system I-40 EAST 4 OF 4 Item NCDOT NCDOT Proposed RT/LT NCDOT Request Proposed Repairs Number Box # Station Station Repair pipe or replace w/ drainage inlet, ensure pipe will drain, and slip-Iine. Determine if M-226 33 436+98+/- 453+24.15 RT additional drainage structure & crossline are Replace structures hydraulically required at this location. This area floods on I-40when heavy rains occur. M-22S 03356 436+98+/- 450+1831 RT Regrade and replace paved ditch Regrade and replace paved ditch M-229 0335C 436+98+/- 450+18.31 RT Replace ditch and remove trees Replace ditch and remove trees M-231 337 440+97+/- 457+2q,q6 Replace cracked headwall Replace Headwall M-232 0337A 444+p4.1 460+33.36 RT Constructmncrete aproq dean out concrete ditch Replace struc[ure & grade lateral ditch to drain Construct mn[rete apron, repair pipe & drainage Construct [oncrete apron and repair M-235 340 447+93.4 447+10. structure, & ba[kfill pipe and drainage structure M-238 344 455+05+/- 471+48.99 RT Constructconcrete apron Replace structure M-241 346 466+883 483+13.89 RT Constructconcreteapron,repairpipe&drainage Constructconcreteapronandrepair structure, & backfill pipe and drainage structure M-243 347 469+84.0 486+0939 RT Construct roncrete apron Replace structure M-244 348 469+94+/- 486+12.32 RT Remove debris from inlet Remove debris M-245 0347A 473+q3.2 486+19.83 Construct concrete apron Replace structure 473+20 489+37.69 RT Replace apron and slip-line pipe Replace structure and pipe M-24S 0350A 476+96.5 493+03.68 RT Clean out pipeinlet Clean outinlet M-249 350 453+54+/- 499+18.96 Constructconcrete apron & remove sedimentfrom Replace structure concrete ditch Construct concrete apron, clean out box, & replace M-271 371 524+43 542+6231 Replace structure missinggrates M-545 5 506+00 522+12.08 RT Repair holes in slope and repaircross line Repairslope M-546 5 506+00 522+12.08 RT Repair holes in slope and repair cross line Repairslope M-549 7 514+40 530+64.95 RT Clean oui pipe & outlet to ensure positive qbandon 18" RCP drainage M-S50 7 514+40 530+64.95 RT Clean out pipe & outletto ensure positive Clean out pipe drainage M-556 8 519+80 536+10.83 RT Constructconcreteapron,repairpipe&drainage Replacestructure structure, & ba[kfill M-557 8 519+80 536+10.83 RT Constructconcreteapron,repairpipe&drainage Replarestructure structure, & backfill 526+10 542+62.31 LT Replace apron on structure, clean out debris in See M-271 paved ditch & slip-line pipe M-563 10.5 527+10 543+5839 RT Clean out pipe & diich to ensure positive drainage Not addressed. Item outside of NCDOT & slip-line pipe right-of-way RepairR/Wfence. Nosedimentto M-564 105 527+10 541+73,26 RT Repair R/W fence and remove sediment build up remove M-568 10 526+90 543+08.25 RT Removetreesatpipeinletandcleanoutpipe Removetreesandcleanoutpipe 535+65 551+92,24 RT Clean out paved ditch and replace apron Replace structure Water under pipe. Construct dissipater & slip-line M-572 17 548+20 563+96.11 RT Sliplinepipeandrepairerosion pipe M-575 20 548+30 564+62.85 RT Construtt ron[rete apron, dit[h, & replace grates Replace structure w/ correct grates M-578 23 561+33 577+6137 RT Constructconcreteapron,repairpipe&drainage Replacestrucwre structure, & backfill Construct roncrete apron, replace broken grate, & M-582 28 567+20 583+50.26 RT Replace struc[ure and pipe slip-line pipe M-583 28 567+20 RT Construttroncrete apron,replace broken grate, & See M-583 slip-line pipe M-586 576+55 592+83.21 RT Repairerosionatendofguardrail&construct �nstal158G shoulder berm gutter M-588 5�6+55 592+83.21 RT Repairerosionatendofguardrail&construct �nsta1158G shoulder 6erm gutter Clean out, provide positive drainage, & mnstruct M-591 31 577+10 593+69.9 RT ❑ean out underdrain rodentguard. Clean out silt in rip rap ditch Clean out, provide positive drainage, & construct M-593 31 577+10 593+69.9 RT Clean out underdrain and ditch rodentguard. Clean out silt in rip rap dit[h PROIECT REFERENCE NO. SHEET NO. '�J'.J��%-J3�� �:1 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DRAINAGE MAINTENANCE APPROACH I-40 EAST 4 OF 4 continued Item NCDOT NCDOT Proposed RT/LT NCDOT Request Proposed Repairs Number Box # Station Station M-594 32 581+33 597+611� RT Clean out, provide positive drainage, &construct Clean out underdrain rodentguard Remove trees at outlet & dean out ditch & pipe to Remove trees and dean out ditch and M-272 534+99 552+05.07 provide positive drainage pipe Clean out around outlet & clean out ditch to M-273 540+27 556+75.93 Clean out ditch and outlet provide positive drainage M-274 545+55 560+93.09 Clean out pipe, outlet, & ditch to provide positive � Not found drainage M-275 550+83 565+23.99 Cleanoutpipe&ditchtoprovidepositivedrainage?Notfound M-276 566+6� 583+46J1 Cleanoutpipe&ditchtoprovidepositivedrainage?Notfound M-277 571+95 588+45.51 Replace apron & dean out pipe & ditch to provide Replace structure positive drainage M-27S 571+95 SS8+48.51 Replace apron & dean out pipe & ditch to provide Replace structure positive drainage Outlet has been undermined. Construct dissipater M-D9 577+23 594+00.99 Replace pipe and construct dissapator & remove trees around outlet M-280 577+23 594+00.99 Replace apron Replace structure M-281 581+34 597+89,88 Clean pipe & ditch to provide positive drainage ? Not found M-282 SS1+45 598+23J6 Repair/replace FES ? Notfound M-283 585+15 599+69.82 Replace apron Replace structure M-284 587+79 605+11.51 Replace apron Replace structure M-285 593+07 608+21.28 Replace apron Replace structure M-286 603+63 618+31.69 Replace apron Replace structure M-287 608+91 625+26.12 Repairseparatedpipe&cleanoutpipe&outletto �Notfound ensure positive drainage I-40 WEST 1 OF 4 Item NCDOT NCDOT Proposed RT/LT RFP Required Repairs Proposed Repairs Number Box # Station Station M-597 615+33 631+57 LT Construct concrete apron, repair box & drainage New conaete apron stru[ture M-600 604+00 620+45 LT Seedbehindguardrail InstaIl56Gandseed M-603 603+60 619+81 LT Seed behind guardrail Install SBG and seed M-605 592+10 608+30 LT Cleartreesaroundtheoutletandoverthepipe RemoveVees M-607 592+10 605+30 LT Clean outconcrete ditch Clean outconcrete ditch M-608 583+25 599+48 LT Cleanoutpipe&daylightoutlettodrain SliplinePipe Remove check dam and adjustchannel M-612 583+25 599+48 LT Remove check dam grade 6ackto pipe invert. Clean out pipe M-616 583+25 599+48 LT Repairwashout InstaIl58Gandrepairwashout M-617 583+25 599+q8 LT RepairR/Wfence Repairfence M-618 581+00 597+26 LT Repairwashoutonslope InstallSBGandrepairwashout M-622 579+00 595+23 LT Reshape shoulder& reseed & matthis area Install SBG and reseed M-623 582+80 599+ll LT Constructshoulderbermgutterattheendof InstaIlSBGandrepairslope,reseed guardrail, repair slope & reseed M-624 577+00 593+06 LT Repairerosionbehindguardrail&reseed&mat InstaIl56Gandreseed M-628 572+70-580+00 SS0+77- 588+77 LT Reshape shoulder& reseed & matthis area Install 58G and reseed M-634 562+80 578+58 LT Construct mncrete apron & dean out ditch Replace structure M-635 561+50 577+61 LT Constructconcrete apron Replace structure M-636 556+00- 570+02 Repairconduit&cleanoutditchunderbridge& Cleanoutditch/Conduitisnomdrainage grade to drain item M-637 551+33 567+64 LT Constructconcrete apron Replace structure M-369 548+20 564+58 LT Constructconcrete apron Replace structure M-641 545+20 561+40 LT Constructconcrete apron Replace structure M-642 552+10 565+28 LT Construct mncrete apron Construct[oncrete apron M-644 551+85 567+70 LT PavedditchsunkatjointRepairditch Repairmncreteditch M-645 541+20 556+91 LT RepairR/Wfence Repairfence M-647 545+85 561+30 LT Repaircrackedbrickheadwall/outlet&slip-lines Repairheadwallandslip-Iinepipe pipes M-651 545+85 561+30 LT Repairwashoutbehindheadwall&removetrees. Repairwashoutandremovetrees M-653 534+90 551+17 LT Constructconcrete apron Replace structure M-655 534+80 550+99 LT Removetrees&mnstructdissipater Removetrees,constructdissipator Ueanou[pipe/ditchtodrain. Remove Extend paved ditch to drainage structure, remove M-662 530+33 546+58 LT debris. Paved ditch connection not debris, &cleanout pipe required M-664 524+35 540+63 LT Constructconcrete apron Replace structure M-665 523+50 539+57 LT Z�3 full of slit. Clean out & daylight to drain & Clean out pipe/stream and remove remove trees trees M-671 520+50 536+95 LT Constructconcrete apron Replace structure M-673 516+75 532+96 LT Constructconcrete apron Constructconcrete apron M-675 516r33 532+63 LT Repairpipeandoutlet&constructdissipater Repairoutlet,constructdissipator M-680 515+10 531+40 LT Cleanoutdoggedcurb&gutter&repairwashout InstaIl56Gandrepairwashout behind curb M-684 515+10 531+40 LT Repairwashout&replacefailedCSPpipe Replacepipe M-689 506+10 522+38 LT Remove concrete & reseed Install SBG and reseed M-701 506+10 S1S+36 LT Buried outlet outside R/W fence. Reestablish Replace pipe and establish outlet outlet M-708 506+10 S1S+36 LT Buried outlet outside R/W fence. Clean out pipe & Re lace gradeoutlettodrain P pipeandestablishoutlet M-709 501+40(RSH) S1S+36 LT Clean out dogged outlet & pipe, Remove See MJOS sediment buildup & regrade outlet to drain M-718 491+92 ? LT Glean out outlet ditch & remove tree Clean out ditch and remove tree PROIECT REFERENCE NO. SHEET NO. i '�J'.J��%—J3�� _j-'�L� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DRAINAGE MAINTENANCE APPROACH I-40 WEST 2 OF 4 Item NCDOT NCDOT Proposed RT/LT RFP Required Repairs Proposed Repairs Number Box # Station Station M-250 352 482+35.1 499+80 LT Constructconcreteapron&replaremissinggrate Replacestructure M-251 353 477+66 492+69 LT Construct mncrete apron & dean out sediment 7 Not found around structure M-252 354 469+85 485+67 LT Repairdrainage struc[ure & pipe, regrade & Replace structure replace apron, & remove vegetation M-253 355 469+85 485+67 LT Repairdrainage structure & pipe,regrade & Repairstructure & pipe,regrade & replace apron, & remove vegetation replace apron, & remove vegetation M-254 355 469+21+/- 487+61 LT Remove trees & repairdislodged FES Remove trees and remove/reset FES or extendpipeasneeded M-255 356 468+68+/- 485+40 LT Removetreesatoutlet&mnstructdissipater RemovetreesandconstructRipRap dissipator in stream and along banks M-256 357 469+06t/- 455+26 Removetreesatoutlet&overpipe Removetrees Clean out pipe & remove trees over pipe, grade M-257 358 466+09+/- 482+18 LT outlettodrain,&removersedimentformwncrete Removetreesandcleanoutditch ditch M-258 360 461+84+/- 479+40 LT Construct concrete apron Replace structure RipRapPresent. FESStable. Removeall M-259 359 469+13J 485+27 LT Remove trees ai outlet, reset FES, & construct trees over pipe and in short ditch dissipater section (no grubbing) M-260 361 476+40.5 492+39 LT Construct concrete apron & regrade ditch Replace structure M-262 363 472+ll+/- 487+81 LT Remove trees at outlet & dean out pipe & Remove trees and dean out pipe drainage outlet M-266 367 458+79.1 475+05 LT Constructconcrete apron Constructconcrete apron M-267 368 458+38.2 474+66 LT Constructconcreteapron&repairasphaltshoulderReplacestructure Construct concrete apron, check grates (replace if M-268 369 457+433 456+60 LT needed), dean out ditch under bridge to ensure Replace structure drainage to box M-269 370 356+20.9 472+50 LT Removetreesatpipeoutletoverpipe Removetrees Remove tree and dean out M-270 454+24.6 470+47 LT Remove tree over pipe & cleanout adjacent pipe & Pipes/stream (adjacent pipe may not daylight to drain exists - needs to be field verified) M-289 373 444+98+/- 459+74 LT Clean out underdrain & daylight Clean outunderdrain Removesedimentloading&cleanoutpipes. This M-290 374 444+43+/- 460+89 LT systemcausesl-40Eastfloodingonheavyrain Cleanoutpipes/stream events M-291 375 443+67+/- 459+70 RT Clean outditch Clean outditch M-292 376 456+20.9 462+80 LT Remove tree & deanout pipe & ensure positive Remove tree and clean out pipe drainage M-298 382 409+12.0 425+40 LT Construct concrete apron Construct concrete apron M-299 3S3 407+14.4 423+42 LT Construct concrete apron Construct mncrete apron Repair shoulder washout & curb & construct M-306 389 384+65+/- q00+93 ? Notfound additional drainage structure at this lotation M-307 390 384+65+/- 400+93 Repairshoulder ? Notfound M-308 390 384+65+/- 400+93 Remove tree, clean out outlet & pipe to ensure Replace with new system drainage, &slip-line pipe M309 391 379+65+/- q00+93 LT Remove trees & dean out outlet Replace pipe M-310 392 379+65+/- q00+93 LT Replaces FES, clean out pipe, &slip-Iine pipe Replace pipe M-311 392 379+92+/- 395+99 LT Clean out pipe &drainage outletto provide Clean outlet and slip-line positive drainage & slip-line pipe M-315 394 371+01+/- 387+11 LT Repairshoulder&cablepullatendof6ridge Repairshoulderandcablepull M-317 396 370+31.6 385+40 LT Construct concrete apron, remove trees, & clean Replace structure out debris around structure M-319 398 364+q33 350+72 LT Constructconcreteapron&repairpipe&drainage Replacestructure stru[ture M320 399 362+q5.6 378+74 LT Constructconcreteapron&repairpipe&drainage Replacestructure structure M-332-01d 3qZ+00 358+32 LT Replace curb. Curb has settled at 6ridge belowtop Replace structure Garner Bridge of box elevation M-333 same as 332 358+32 same as 332 Replace structure M331 3110 335+95.2 352+26 Cleanoutpipe,daylightoutlettodrain,&slip-line Replacepipe pipe M335 3115 336+30 349+56 LT Repairwashoutbehindcurb&onslope Insta1156G&repairslopes M-336 3116 Hammond Rd Ramp 349+56 Repairwashout behind cur6 &on slope Install 5BG & repair slopes M-342 3ll9 329+23J 345+52 LT Clean out curb line & drainage system Replace structure M343 3120 329+23J 345+52 LT Clean out curb line & drainage system Replace stru[ture I-40 WEST 3 OF 4 Item NCDOT NCDOT Proposed Number Box # Station Station RT/LT RFP Required Repairs Proposed Repairs M345 3121 326+25.5 342+53 LT Clean out curb & remove vegetation Replace structure M-350 3121 326+ll+/- 342+44 LT dean out pipe & reestablish outlei drainage Replace pipe M351 3121A 326+00+/- 340+76 LT Clean out pipe & drainage inlet Plug, fill and abandon. Gore to be re- graded M352 3122 326+00+/- 340+76 LT Clean out pipe & drainage inlet Plug, fill and abandon. Gore to be re- graded M-353 3122 315+42+/- 332+62 LT Repairshoulderwashout InstaIISBG & repairwashout M358 3126 327+56 343+75 LT Clean out pipe &grade outletto drain Clean out pipe and grade outlet M360 3125 329+21+/- 345+39 LT Clean out ditch & drainage system Clean out ditch and system M361 3129 329+25+/- 345+39 LT Construct concrete apron Replace structure M-363 3129 Hammond Rd 343+57 LT Construct concrete apron Construct concrete apron M-366 3132A Hammond Rd 343+57 LT Remove trees overoutlet Remove trees/replace sign M-367 31326 319+98+/- 336+03 LT Repairwashoutonshoulder Insta1156G M368 3132C 298+65 314+98 LT Clean out curb line and drainage system �nstall SBG, construct new structure; convert ex. structure to 18. M-369 3133 298+65 314+98 LT Clean out curb line Same structure as M-368 M-370 3133 295+65 312+24 LT Repairwashoutonshoulder Repairasstated M371 3133A 294+q9 310+76 LT Repairwashoutonshoulder Willberepairedduringconstruction M-376 3136 285+43 301+68 LT Clean out pipe and outlet Will be repaired during construction M-382 3142 275+94 295+19 LT Repairshoulder Willberepairedduringconstruction M-384 2001 280+62 296+87 LT Remove debris and trash around structure and Pond outletstructure will be deaned seed area and repaired as needed. M-385 2002 281+67 297+95 LT Replace FES Replace structure M-388 2005 273+90 290+15 LT Repairshoulder Willberepairedduringconstruction M-391 268+36 284+61 LT SinkHoleEOP. Repairshoulder Willberepairedduringmnstruttion M392 2006 267+59 283+84 LT Repairshoulder Willberepairedduringconstruction M-393 265+72 281+97 LT Cleanoutpipeanddaylightoutlettodrain. ❑eanoutpipeandgradetodrain. Do not impact adjacent wetlands Remove tree, clean out pipe, and minor M396 2008 263+03 279+28 LT Remove tree over FES, dean out pipe, and daylight grading to drain. Place standard rip rap outlet to drain apron. M-402 2013 242+24 260+10 LT Clean out pipe and daylight outletto drain. ❑ean out pipe and grade to drain. M-403 2014 235+65 254+90 LT Un[overstructure Unrover/deanstructure. Remove ve etation&debris Remove vegetation and debris build up around M-405 2015 235+65 254+90 LT Same sVucture as M-403 structure M-406 2015 239+39 255+81 LT Repairshoulder,replacewithpavementand Repairshoulder;placeSBG construct shoulder berm gutter M-407 2016 238+93 255+22 LT Removetreesatoutletandoverpipe Removetrees M-411 2020 235+67 254+92 LT Uncover buried drainage structure, dean out Replace structure drainage system, and regrade lateral ditch M-412 2021 232+78 249+03 LT Construc[ concrete apron and regrade around Construc[ion concrete apron and minor drainage structure regrading. M-413 2500 232+73 248+49 LT Replace FES and slip line pipe if lefi in place Remove FES & preserve pipe M-414 2501 226+00 246+00 LT Remove tree, constructenergy dissipater, and siip Remove tree, construct rip rap pad and line pipe preserve pipe. M-415 2502 225+95 245+82 LT Repairshoulderwashoutand replacefunneldrain Repairshoulder with drainage structure M-416 2503 225+gq 244+17 LT Repairwashoutonshoulder Repairshoulder M-417 2504 224+64 242+40 LT Repairshoulderwashoutandreplacefunneldrain Repairshoulder,removefunneldrain with drainage structure M-418 2505 222+53 239+14 LT Replace funnel drain with drainage structure Remove funnel drain M-419 2506 219+85 236+10 LT Removetreesaroundpipeoutletandoverpipe Removetrees M-420 2507 21S+g1 234+25 LT Construct concrete apron, remove trees, and Remove trees & construct concrete repair hole apron. M-421 2508 214+65 230+90 LT Construct roncrete apron and repairthe pipe and Replace structure and repairpipe as drainage structure needed M-423 2510 205+q6 221+71 LT Construct concrete apron and repairthe pipe and Replace structure & pipe dreinage structure M-424 2511 200+�52 216+77 LT Construct concrete apron and repairthe pipe and Replace structure & pipe drainage structure M-425 2512 195+48 211+73 LT Construct concrete apron, remove vegetation, and Replace stru�ture & pipe repairthe pipe and drainage structure M-426 2513 190+04 206+29 LT Replace with drainage structure Removefunneldrain M-427 2514 188+23 204+48 LT Replace with drainage structure Remove funnel drain M-428 2515 186+78 203+03 LT Replace with drainage structure Remove funnel drain M-429 2516 184+60 200+85 LT Replace with drainage structure Remove funnel drain PROIECT REFERENCE NO. SHEET NO. l 5338/1-53/l ? C ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DRAINAGE MAINTENANCE APPROACH I-40 WEST 4 OF 4 Item NCDOT NCDOT Proposed Number Box # Station Station RT/LT RFP Required Repairs Proposed Repairs M-430 2517 184+83 201+08 LT Clean out ditch Clean outasrequested M-432 2519 186+02 202+2� LT Repair ditch and riprap with fabric Repairditch with rip rap/fabric M-433 2520 ll9+62 195+87 LT Remove sedimentfrom ditch ro ensure drainage Remove sediment & ensure positive d rai nage. M-434 2521 179+63 195+88 LT Constructconcrete apron Replace structure M-437 2524 ll0+07 186+32 LT Clean out BDO Clean BDO M-438 2525 165+06 181+31 LT Clean out underdrain and daylight ❑ean out as requested Replace with drainage structure and replace 12" M-439 2526 163+52 179+77 LT Remove funnel drain pipe with 15" pipe M-440 2527 161+52 177+77 LT Replace with drainage structure and replace 12" Remove funnel drain pipe with 15" pipe M-441 160+12 176+37 LT Repairslopewashout Repairslope M-442 2528 159+52 175+77 LT Replace with drainage structure and replace 12" Remove funnel drain pipe with 15" pipe M-443 2529 157+52 173+77 LT Replace with drainage structure and replace 12" Remove funnel drain pipe with 15" pipe M-445 2531 153+82 170+07 LT Remove tree at outlet and clean out pipe and Remove tree, clean out pipe, and minor daylight outlet to drain grading to drain. M-44S 2534 145+32 161+57 LT Replace grates with mrrect grates Replace structure M-450 127+00 143+89 LT Replace curb and gutter from bridge to drainage Same item as M-95; Overlay Bridge, structure (Gorman St) repaircurb M-451 2536 102+77 119+02 LT Construct concrete apron and repairpipe and box Replace structure M-452 1537 101+85 118+10 LT Remove trees at FES and over the pipe Remove trees M-453 1538 100+35 116+60 LT Repairdis�odgedpipe,deanoutpipe,remove Repairduringconstruction Vee, and grade outlet to drain M-454 1539 97+65 113+90 LT Remove trees at FES and over the pipe Remove trees M-455 1540 100+41 116+66 LT Replace with drainage structure and replace 12" Remove funnel drain pipe with 15" pipe M-456 1541 96+99 113+2q LT Replace with drainage structure and replace 12" Remove funnel drain ipe with 15" pipe Replace mncrete ditch with rip M-458 1543 90+63 106+88 LT Remove and replace last rection of pipe and paved rap/filterfabric Check last section of ditch and repairmncrete ditch pipe and reset if needed. M-459 1544 90+09 106+34 LT Replace with drainage structure and replace 12" Remove funnel drain pipe with 1S' pipe M-460 1545 89+11 105+36 LT Replace with drainage structure and replace 12" Remove funnel drain pipe with 15" pi e M-461 1546 88+24 104+49 LT Repair/replace headwall and slip line pipes. Repair/replace bricks as needed. Determine needforcross veins Preserve pipes. M-462 1547 87+26 103+51 LT Repairwashoutandreplacedrainage Repairwashhout;removepipe. M-463 1548 87+36 103+61 LT Repairwashout Repairwashout. M-466 1551 79+84 96+09 LT Constructconcrete apron Replace Structure M-469 1554 70+14 55+75 LT Constructconcrete apron Replace Structure M-470 1555 66+46 52+23 lT Construct mncrete apron Replace concrete apron M-471 1556 66+48 52+25 LT Remove tree at FES Remove tree M-472 1557 68+27 8q+05 LT Remove tree at pipe inlet and slip line pipe Remove tree and preserve pipe. M-473 62+q4 78+69 LT Replace with drainage structure and replace 12" Remove funnel drain pipe with 15" pipe M-474 1558 60+18 76+q3 LT Slip line pipe Replace pipe under roadway; retain from new structure to outlet. M-475 59+g0 76+05 LT Replaceguardrailanddamagedcurb Repairduringconstruction M-476 1559 57+35 74+18 RT Removefallentreesatpipeinlet,repaircracked Removedebris,repairheadwall, headwall, and slip line pipe preserve pipe M-477 1560 55+18 71+00 LT Slip line pipe and move rip rapto open drainage Remove Pipe (not replaced) outlet Replace with drainage structure, replace 12" pipe M-47S 54+52 70+77 LT with 15" pipe, repairwashout on slope, and Remove funnel drain; repairslope repla[e guardrail M-480 Sl+gB 68+13 LT Replace funnel drain with drainage structure and Remove funnel drain repairwashoui I-40 MEDIAN Item NCDOT NCDOT Proposed RT/LT RFP Required Repairs Proposed Repairs Number Box # Station Station Constru[t concrete apron, repair drainage M-483 1563 65+63.2 82+00 Median structure and pipe, and backfill Replace structure and pipe M-486 1565 72+13 91+00 Median Constructconcrete apron Replace structure and pipe Construct concrete apron, repair drainage M-4S8 1567 80+99 97+36 Median Replare structure, repairpipe as needed structure and pipe, and backfill M-491 1570 89+63 106+00 Median Constructconcrete apron Replace structure M-493 1572 96+00 112+37 Median Clean out shoulder drain and provide positive Remove shoulderdrains draina e M-495 1574 103+94 120+31 Median Constructconcrete apron Replace structure M-496 1575 110+31 126+65 Median Constru[tconcrete apron Replace structure M-497 1576 110+48 126+85 Median Constructconcrete apron Replace sVucture M-498 1577 113+63 130+00 Median Constru[tconcrete apron Replace structure M-499 1575 120+63 137+00 Median Constructmncrete apron Replace structure M-500 1579 124+88 141+25 Median Constru[tconcrete apron and repair[oncrete ditch Replace structure; convert to blind JB M-502 1581 134+26 150+63 Median Construc[concrete apron Replace structure M-503 1582 138+61 154+98 Median Constructmncrete apron Replace structure M-504 1583 141+09 157+q6 Median Constructconcrete apron Replace structure M-505 1584 144+99 161+36 Median Constructmncrete apron Replace structure M-508 1587 155+37 171+7q Median Construct concrete apron Replace structure M-509 1585 156+64 173+01 Median Cleanoutshoulderdrainandprovidepositive Removeshoulderdrains drainage induding median ditch M-511 1590 164+63 181+00 Median Constructconcrete apron Replace structure Construct concrete apron, repair drainage M-512 1591 169+73 186+10 Median Replace structure and pipe structure and pipe, and backfill M-514 1593 ll8+64 195+01 Median Constructconcrete apron Replace s[ructure M-515 1594 183+64 200+01 Median Constructconcrete apron Replace structure M-516 2701 188+04 204+q1 Median Construct concrete apron Replace structure Construct concrete apron, repair drainage M-SD 2702 195+63 212+00 Median structure and pipe, and backfill Replace structure and pipes Construct concrete apron, re pai r d rai nage M-518 2703 200+62 216+99 Median structure and pipe, and backfill Replace structure and pipes M-519 2704 205+62 221+99 Median Constructconcrete apron Replace structure and pipes M-520 2705 209+63 226+00 Median Construct mncrete apron, repair drainage Replare structure and pipes, remove structure, and reset anchor unit guiderail and anchorunit and replace Construct concrete apron, repair drainage M-521 2706 214+06 230+43 Median Replace structure and pipes structure and pipe, and backfill Construct concrete apron, repair drainage M-525 2710 229+65 246+02 Median structure and pipe, and backfill Replace structure and pipe M-527 2712 234+71 251+08 Median Constructconcrete apron Replace structure Construct mncrete apron, repair drainage M-529 2714 247+76 264+13 Median structure and pipe, and backfill Replace sVucture and pipe M-533 2715 259+18 275+55 Median Clean outditch at drainage structure Replace structure and pipes M-535 2720 259+18 275+55 Median Clean out ditch at drainage structure Replace structure and pipes M-536 2720 2fi4+67 281+04 Median Constructmncrete apron Replare structure 728 105 610+80CL Repairditchmat&reseed Repairditchandreseed 729 106 615+1OCL Cleanoutsedimentroensureproperdrainage Cleanoutsediment PROIECT REFERENCE NO. SHEET NO. l 5338/1-53/l �� � D ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PROIECT REFERENCE NO. SHEET NO. '��''.�G�/l—J��� J- � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DRAINAGE MAINTENANCE APPROACH I-40 INTERCHANGES Item NCDOT NCDOT Proposed Number Box # Station Station RT/LT RFP Required Repairs Proposed Repairs SW Quad Gorman Remove trees around pipe outlet, replace FES, slip M-1 Repair as stated (same as M-68) Street line pipe, and grade drainage outlet SW Quad Gorman Remove trees around pipe outlet and replace or M-4 Repairas stated (same as M-70) Street slip-line pipe SW Quad Gorman Remove Vees around pipe outlet, clean outditch, Repair as stated; same structure as M-4 M-5 Street and remove debris from around box (same as M-70) NE Quad Gorman M-7 Replace funnel drain Remove funnel drain (same as M-93) Street NE quad Gorman M-8 Repla[e funnel drain Remove funnel drain (same as M-90) Street SW Quad Lake New mncrete apron and mncrete ditch. M-10 Replace concrete apron Wheeler Road New sag grate. (same as M-128) NE Quad lake New shoulder berm gutter with new M-11 ydheeler Road Replace turb with shoulder berm gutter drainage structures will be insialled as needed (same as M-406) NE Quad Lake M-12 Repair washed out slope Repair washout (same area as M-406) Wheeler Road NE Quad Lake M-13 Wheeler Road Repair washed out slope Repair washout (same area as M-406) NE Quad Lake M-14 Repair washed out slope Repair washout (same area as M-406) Wheeler Road NW Quad Lake Replace funnel drain with masonry drainage M-15 Wheeler Road structure and replace pipe Remove funnel drain (same as M-415) NW quad Lake Resmre washed out area and replace funnel drain Remove funnel drain; repairwashout M-16 Wheeler Road with drainage structure (same area as M-416) NW Quad Lake Restore washed out area and replace funnel drain Remove funnel drain; repairwashout M-ll Wheeler Road with drainage structure (same area as M-416) NW Quad Lake Restore washed out area and replace funnel drain Remove funnel drain; repairwashout M-1S Wheeler Road with drainage structure (same area as M-416) NW Quad Lake Restore washed out area and replace funnel drain Remove funnel drain; repairwashout M-19 Wheeler Road with drainage structure (same as M-4ll) NW Quad Lake Restore washed out area and replace funnel drein Remove funnel drain; repairwashout M-20 Wheeler Road with drainage structure (same as M-418) Poole Rd Repairseperated jointof a 30" CMP, slip line pipe M-21 Interchange (located halfway up the ramp) Slipline pipe M-22 Slipline pipe Slipline pipe I-440/I-40 Cleartreeatoutlet&resettheseparatedjoint& RemovetreeandresetFESorextend M-23 Interchange I-40 on FES pipe as needed Ramp M-24 same as 23 same as 23 See M-23 M-25 Repair box & pipe & construct a new apron Construct concrete apron M-26 Repair box & pipe & mnstruct a new apron Construtt mncrete apron M-27 Construct a new apron Constructconcrete apron Rock Quarry M-28 Interchange-0ff Repairbox&pipe&constructanewapron Replacestruc[ure Ramp EB M-29 Repair box & pipe & mnstruct a new apron Repla[e structure M-30 Repair box & pipe & construct a new apron Replace structure M-31 On Ramp EB Restore washed out box Replace stru[ture M-32 Restore buried/overgrown drainage system from Restore drainage system stock pile going east M-33 Off Ramp WB Repair box & pipe & construct a new apron Replace structure M-34 restore box & paved ditch that has been washed Restore drainage system out M-35 On Ramp WB Restore possible sink hole over54" pipe, draining Restore sink hole fram the gore I-40 West Repair the curb & gutterthat is settling & causing M-36 drainage issues. (Located atthe end of inerge Insta1156G lane) Hammond Rd M-43 Interchange-WB Repairthegutterthathassettled&restorethe Install56G Off Ramp slope that has been washed out Hammond Rd M-44 Relieve ponding water Relieve ponding water and fill gore area Interchange -NW M-45 Rehabilitatepavedditch Ditchremoved. Goreareafilled. � COMPUTED BY: JMB DATE: 62014 PROJECT REFERENCE NO. SHEET NO. c:; CHECKED BY: JMT DATE: 62074 �°iI`' �A °ilaiG° 17n1C Ai//'�l� °l�"1�]f � A iD �l� l�R.'( �A �"J�_J'�H�I-.�JJ�� 3-�AA 1L <i1 ll Jle u//Il' AO' �A/r1Lp ll llIl <ilil l4 1LeIl,L'Pd fil � "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARORAIL �������� �� �� ^��\`�`A��� TOTAL SHOULDER WIDTH - DISTANCE iROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. � �yp� FLARE LENGTH - DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. G= GATING IMPACT ATfENUATOR NPE 350 NG = NON-GATING IMPACT ATfENUATOR TYPE 350 G UARDRAIL S UMMAR Y IMPACT LENGTH WARRANT POINT "N" FLARE LENGTH W ANCHORS ATfENUATOR SURVEY DIST. T�TA� NPE 350 IINE BEG. STA. END STA. LOCATION FROM SHOULDER _ REMARKS $TRAIGHT $HOP DOUBLE APPROACH TRAILING E.O.L. WIDTH qppROACH TRA�LING APPROACH TRAILING PERMIifE� CURVED FACED END END END END END END �AT-� T�-3 g-77 NO. G NG -L7- 46+50.00 48+87.25 LT 231.25' I 46+60.00 46-50.00 14' 17' S0' 1 1 1 I , SIGN SUPPORT -L7- 69+18.75 75+75.00 RT 65625' 70+75.00 75-75.00 14' 17' S0' 1 � 1 FILL WARRANT -_ ' _ - -. - _ .. . -Ll- 70�i�80.00 80-i�36.25 LT 956.25' 78+75.00 70-80.00 14' 17' S0' 1 1 1 FI�L WARRANT -Ll- 100+68.75 707+25.00 RT 656.25' 702+25.00 107+25.00 14' 17' S0' 1 1 1 � I FILL WARRANT -L7- 102+25.00 107+81.25 LT 556.25' 106+25.00 I 102+25.00 14' 17' S0' 1 1 I 1 I FILL WARRANT -L7- 112+18.75 118+25.00 RT 606.25' I 113+75.00 I 118+25.00 14' 17' S0' 1 I 1 I 1 I FILL WARRANT -Li- 113 ��5.00 118 i 31.25 lT 506.25' 116+75.00 I 113+25.00 14' I 17' S0' _ 1 � I 1 FILL WARRANT -Ll- 138+13.68 141+79.93 �BR) RT 306.25' 141+79.93 (BR) 14' I 17' S0' 1 I 1 7 BRIDGE -L7- 143-75.44 (BR) 146+81.69 LT 30625' 143 i 75.44 (BR) I 14' I 17' S0' 1 I I 1 � BRIDGE -Ll- I 170+75.00 181+31.25 I LT 1,056.25' I 179 i� 75.00 170+75.00 14' I 17' S0' I 1 1 I 1 FILL WARRP.NT -Ll- I 174+25.00 182+81.25 I RT 856.25' I 175 i 75.00 I 182 � 81.25 14' I 17' S0' I 1 1 I 1 FILL WARRANT -L7- 193+97.25 207+60.00 RT 1,368.75' I 195+50.00 I 207+60.00 14' 17' S0' 1 7 I 1 I FILL WARR.4NT, ITS SIGN STRUCTURE -L7- 198+75.00 208+Ob.25 LT 937.25' f 206+50.00 I 198+75.00 14' 17' S0' _ 1 � 1 FILL WARRANT -ll- 276+30.00 279+11.25 LT 28125' 276150.00 276'�30.00 14' 17' S0' 1 1 1 SIGN SUPPORT -RP4A- 18 i� 98.75 24 �i 80.00 RT 581.25' 20 i 30.00 24 - 50.00 14' 17' S0' 1 1 � FILL WARRANT -RP48- 24+55.00 26+86.25 LT 231.25' 25+5500 24-55.00 14' I 17' S0' 1 I � 1 I FILL WARRANT -RP4D- 24+53.75 27+85.00 LT 331.25' 27+50.00 24-50.00 14' 17' S0' 1 1 1 FILL WARRANT -RP6A- 10+78.75 13+00.00 RT 281.25' 12-77.50 13+00.00 14' 17' S0' _ 1 1 1 I - $IGN Sl1PPORT _ -RP6A- 19+80.00 22+17.50 RT 237.50' 21+10.00 22+17.50 14' 17' S0' 1 1 � I eRIDGE -RPbC- 23+50.00 25+56.25 RT 206.25' 24+30.00 25+56.25 14' 17' S0' 1 � 1 FILL WARRANT � - ' - . - _ . - . .- - ' - I ...-.. -. -.. I I I I I � � I � � - _ - _ �n � � w � � � � � � vi � � w -. - . - z I � �o �� �a ' -- _. ... ... � . - _ _ _ , ,.. ... ... ea� vi yj �eii -� rE» , ' ' ' ' . :.. . �� r� �V ��- � .. _ _ _ _ _ e�� , wr� .^ a� �r �n N Z 0 > � —Ll— CURVE DATA Pl Sto 10+39.93 0 = 26° Il' 02.9" �RTI D = 0` 59' S4.5" L = 2,622.42' T = /,334.52' R = 5.738.34' V = 74 MPH SE = 04 -LRTI- CURVE DATA -LLTI- CURVE DATA Pl Sta 19+44.75 Pl Sta 19+5/.43 p= 7° 35' 51.4" (RTJ p= 7° 37' l07" (RTl D= I° 00' 16.0" D= 0` 59' 23J" ; L = 756.40' L = 76973' � T = 378J5' T = 385.43' ��� = / -, � = 370P� � = 747MPH �/�/ / SE = 04 SE = 04 �� �� �, �� /�/ a° �� � o �� � �o � c o o��� s o o�:.- �� �� ��a a� � p, F,? „ 2s J` �� �� , \o�� o d � � �S �� � £ �ti � �V� o �a /Q � �maa,o� �� ` Q`.x`` ��9£ \oo�,�o II ii `�� �° ��� �� -Ll- POC Sta.15+66.00 = s �� -LLTI- PC Sto. 15+66.00 146.00' LTl � �� �� v� '��� \� \ooe ���,�'vya� I I �\ \ ��E��� �r II �� �'���\\ BEGIN TlP PROJECT 1-5338 0 i� ,N� °%Me � \V ��-Ll- STA. 15+66.00 I 'S ` � \\ t OP:4 5 66' W \�. ,N� o�� o \ O PROJECT REFERENCE NO. SHEET NO. � iiiiiiiii � `'= `� %% `�=��� `� A' - , IIIIIIIII g,�y SHEET NO. vA� 8 ' 'T� ,`"T�l.�' !; !; S ROADWAY DESIGN HYDRAULICS ��_ � ENGINEER ENGINEER �N RS�20pJ _ iiiiiiiii , , , , � , �o��H,CARO���� �o`�SH1CARp� �� 'ri�l�� ���II • 24poFE5S/pN:s �. : 2:�oFE55/pN:�v �. �ii; - SEAL _ ' � SEAL _ ? 029473 ; 36188 ......... i;`,yGINE`�Q`J . 4 ii'Fh;GINE`��:��,�: % q f • ... `� ,. �i� i�� • .... . •• R50 �. - II �����u�iuP���,, ���� �uii�.Eo`,• BEGIN GRADE II BEGIN PAVEMENT RECONSTRUCTION �� -Ll- Sta.18+82.6/= If -LLTI- Stoel8+85.05 "�� �� II � �ocn �pppRO, BEGIN SPECIAL MEDIAN BARRIER WAL� BEGIN TYPE l2 MEDIAN 6ARRIER WAL41 -Ll- Stae l9+OOv00 UL20' LTl = -LLTI- Stoel9+03D0�—(�f:�5 RTJ �EGIN MEDIAN RETA/N/NG WALL ��-RWMI- Stao o�`��,' ILi i- stu-� � ���\ --____— �� 11 ��-- �jl CPP�S// \N�=4\fl�2��l�1 �\ \ _ i� �� TOP=448.96� I � � / �Jy %� //� � � 5�G`% i� i i�' Il � ♦ I� II� �/ ' " ��� � i� / �/ � � � ,%� � ��� � ��/ ���� � � � / �� ��� i i� ii� ��' � � — // �� II ��i� ���� ��� ��� ' �— � �� — �/ / � �MN43yA6'6a� // // i �� �- - - / s t���\N=jZA2Z66 /%/ /%/ /� � �- �� �� �� N� % %� /i� /� i�� � / � �� �/�/ ��� � ii� �� ��� ��� �� ��— ' � �� �-%'� �� ��'� ��'� — 1�= 4�'��� j/� // �9 4A3.6 -'� / / j� /�j // // ,�/ —_/0 ���4 1NV OUT�i� ; i i� i� /l � � � �� � �-Q � �� \V"� ii �i i'i' �� �� —� `�� - i i� ��� �a� i� i� �� ��� —�� si�� ���°- qqq��� ��\��\ � � � %� //�%/ NVVj4� \\�/// /� //� �-'�/�/� /��/ �/�III _ ��' \\� i%/ � �'�� /� �� �-a' / i� _� �=- � / / ��:9 / i � � i � � i�i� \\`� ��i� �a���� ��� �,� �� � �f—T sop2.\ / / \�\y � / i'U / � i� � tOP=440.8q� S //// / � � / /� ,� �T� �UAftDkP1L NVVo1�=45,19 � � i �� ���,��� �� �i �i �� � �// //� �� /�/� � �'�' GUARORAI=_� � / � // i�/� � �/ // /��/� i��— �_/ // i / � �// ��t j.�� ��� -, / / / � A;Z G9 / r � � � / i� "l�P�.423�6', � // / / / / i /� rY`' /� / �4 �N� �z,423�3 \ i �� �i �i � �i�� %! �� ',� �� ��� ��� i ����� � j%i �i j i ' �� � /� / / /� � /� � / p�l _� /�i� ��� i�i� ii� i� � / /� i� ��� i�i� �i�� �i% m � � � ����� / i�i\�// ���/ ���p � �/ i i i� i� ��� � -� �� ry — // ///// 43 00�' \\� /%/ /%�/ 9 / / ZOP;N A24�9 \\,,/ %/ /%/ / / / \N� �j.A2 � �" / / // /��// / \�j/% �� j%/ � ��i� �� �V� � /j� /%/ SOP.43°.�Gf,2' Il ll � i i Qz �i� ���� "'� �� � �� �� � -Ll- POC Sto.15+66.00 = �� �� I i II -LRTI- PC Sta. 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SHEET NO. c � /�' - IIIIIIIII � �'-� r�' % -�-��� F � • V,qQ - , IIIIIIIII g,�y SHEET NO. �� / ' � �� � ' � r�'� /j � I ��a�'�Mp" `B��SQ ��.. �� �,� �.��;�� IIIIIIIII ROADWAY DESIGN HYDRAULICS / 4 � � ENGINEER ENGINEER / / � \ � /, �' � �� //!c�''� � � ��,- �� �e �w ���5� IIIIIIIII n a � �� / � �� �� � �� � � A � \ �j o��H cnRo�'�., o�°h cnRo'�•. ,mo l l� � o\ ii�/��� I I \� b\'.��' \ I � 'ri�l�� ���II .���2�4oFE5S/pN�s'� F�2�P•oFE55/p'N.;��v�'� �0����� rs ' � ii�� ���� � � � � � � � "m'i° - SEAL � '��� SEAL � � - � oo � "/ �M'°� � � � � � ��� � � � � �� � � ��' 029473 36188 _�/ � � ii ,� \� �\�\� I I �\ \\ I I ......... ,,•J.SyCINE`�QC�� ��iyti!✓GINE`��e.�,,,p� ��������� � � � ii � � A I I � � � °��0 �i � ������� ������ ; ii�. �R`�� �� � ��I I , � // � ��/�f ii p � � INV �OP_ 3�'3$"�,' � i \� �����, ;%/ '�/ ���-8-�c p\\ � \\ �^\�`� \�\ \ `� d P P % � � -�ri- cs sro. 23+35. 3 �, � o � \�\�\�� �� � , /� � -�,� Q I I V � � � � � � '� /�% of�,,�� I I V��� i� e p� � ERcs uaEo owNER i_!c � / � � � � \ � � y� � . DB I4618 PG 1066 Q // � h \ � �� Q s£M�; "-` BM 1985 PG 2668 O / / �/ / INV-946.i0 �I I \� \ \\\ �/�`'� �% \�\eM�yasa .5' C&��i /� RETAIN � c�I I \ \ � ��� { �� y' \�oay E �� �� � MeoinH v oircr+ �� � � � � � ���� � BEGIN 22' MEDIAN � � see oera� o � � � ���� a,� -LI- POT Sto.3/+76.00 = � .� + ___ ----__ � _ ���' -LLTI- ST Sta. �61+35.73 �� � �� -�Tl- Sto. 3/+82.43 (23.00' LTJ �� �- -_-___--_�___ _ � � � �`_'�,-w�� _ ��- �/ \ A --- _ �/l � -L/- ST Sta.261+L�7.83 � V �� � �i =-- -=� _ � V � �� Q � �`^'�'� l'L_FOP - - - �� �� � Nar��e �eE� � TYPE l2 MEDIAN BARRIER WALL � V �� A�r � �`' `�-� ---- ��� � �ocar � � -Ll- TS Sta.33+10.66 � � --_.-_-_ - ----- -� ` -_ __- �=-4PPRox. �TYPE llB MEDIAN BARR/ER WALL � � � y �� ` _ °i� �-- _ A wv� ��`�,� � --m \� �� � N=as- - �t�.�7+00.00 (0.00') \ � — - o�,_,<<. �4 _ rt� � - (�I _� ---� � - z.FS� � �--�� � � SEE DET IL H �� �\ C __ _ __ �� _ � -__- _ — — '�---- —__ �__ — -- ----- A \\ \\ \ _ _ _ � ��_� I«� ��_ LUl �- � _ � _ —_� --_ � � � _ — � — � �- — -� ^ _— —_ a - — " — ---- ---- — —��—_ — � � � _ ,�I I- " ' — — � --- —� — �-- --- � --,< — -- --_ — ---_ �� �� � � �H � �� —/ „ p-� TB 2GI �� ��� T � CFy� I —� . _ _-_____. � �n --- - C \R�� — DIAN V D —� _ �_ ITC e _SEE DETAIL D � ' � � � _ � a — � L - � REMOVE— � �-- � -� J���� \ °�/ �_� � _ ¢ �,� ex�s— 3 ; ��- ur=9s�zz U- � ts ac�=i os� ---- I — , -i =- �- �= `w � � � - -_ _ - `y �- TC --:_ �� - � � 050 � � � � � � � � BL-8g 0 . _ -fl � ' �OS � �- � � �� � - _ � � N . ._ _ . � _ _—� � � � �� � � _ �—� —��_ _ � _ �5--�.� - - � a � -�� -�-L�TL - - - �^'v"our � Te zc � ������ -- �� i ,, � �- � ��� -= _ -� --rNro--oo� �a� � � �-� �� � 'r�-z in L �� ���__ IN 453.64 - - ' � _ —'--_ _ �- - RETAIN - I� - - 953 83' � � - - � u+ � �y N ---_ � � 76 2GI / GUaRORAi�- - -- � �- - - _� � __ � _ _ _ +i _ _ _ _ _ _ m_-- � _ - _ ___ ____ '____ ___ -_-_- _ _____ � � � � W � aJ -------------- - ' °so �oso d -a�- _� _ - - - - --= -- -- - - - - - � - -- ' - - _ - -_ _ _ - � '�' _ � i I, � ;t� _ _ _ >� _ . - �o � _ -- ��� _ _ �� _ �� _ _ _ �� � �, � T- - a - - -- - - - - - -- - S S� - �--- ' - � -- - �- - 2 —�� O V - _ � -� __ � J� \ � -- .6 � '� DE T � i ...v ____._ O s -. ___ _ _ � � _— —_ —__ � Y — - __ � - � � �_ _ M��Sfi8i9r�F� — - 1- _ � - - - �� \- - - - - - -- _ _ - I��a._ I W � �� c%� ir�-� -_ � , _ - - - - _----- - �_ � - w, = c� I qT-- o ! m I � � � �� � '" � - --b�S---_ � _ _ �.-- � \ S / , F-�-.--�� _ in _ _ _ �v +i .> .. _ __ ' - - �' o - , , 8 4� - � „ - � -------_-_ — '^ � -� �r-- ----- � L'--- -- ----- __----- - - r--- - - � � < � — _ _-- - ____ -- � ' -__ __ _ — __ __ � __ _ -' ' '— - Y__ -_________ _ _ � _ W — _ _ < --- — ,, -- — � io - , -_ - - -- _ � 5E _ , • � LU/ - � � -_�' � ^�'� ----- \ � , - - < -- - --- -t ic, - _ __ � �_ � - - - - -- � � os ------_ I - -+_ - -- - = _ � --_ - - � - -- �- � - - �` -, ,�_�,�- - -- - - , �- � - � � _ Z � � , 2GI � - __-_____`_' _ .�'_ • \ �'' -__- _ _- -_ -___ ____ � e , � � � ___ A-__ �� �-_ _� _ ___ _ _ IN a � � � ._ _ _- � .__ ' . _ - - ' �-_ � —� �� � � -� -__ i �� �J-.�f-{? „ � __fl�� \C�y _ � �N _ _- - //� _ � _ ➢ .£%-E-___ _ � • � � -__ -___ -- - � �i � <J� Ik ' ___- ____-- -__._-__'-__.___ �_' - _ __ 1-_�=-� -_-� _ �// ��� �_ TOP- ' � _ _ � -_' __ __ � — �� _ �� INV OUT_957�90, .-__� --__-_ � _ _ _'__--- _ -___--- ___ __ __ ____ _-- ___ �— � � � � � � - _ __ -- _ _____ _' _ '_ __ n 2 \ - + - - _ - � - - - - � L ,�1------- --- -i-- - � -- _ - _ - - - - _- -- - =LRi/� '\ v� _-- i � _° ' is^ ece_iv �� B°s'z', __ =�-= I < _ � _ _ _ ` _ — _ � �— �\�_ �- � 2G � � --_ — — — - _ __ — -1- rt —� - - � - ' UV L/- CS Sto 23 27.83 -�- ��� --� � = N� � _ r iNv w_�/-, � `-_ � s\V AA -�_ -- -=� �s" - _ I I -�� -- �-`- i; �_ �► � J - � -= t- , = a ,� � c�� \\ MFDIAN V DITCH -����— ---= �--- T ��_ � -- - — _��-- _�� ,� _ �'t573��j�, =A.11_ ��� SEE DETAIL D � � � �� _ � ��� � —�_ � _ _— � � �- � � �� � �' �O � � �_�_ ��� I ���m�act v oircH . __ - � � � � �� ��� �� -LRTI- CS Sto. 23+22.40 �=�N---�_ seE oerr.��= �� - -�-_ � � ���--a_� m � \—� — — _ RETAIrT� � \ Q� � �� ��� C -�- -�� �� �INV IN=448.-I!t � T � �� -LRTI- ST Sto. 26+22.40 � ��- � � = ciNv iN�� �� � oP_� - � �� �� ,-- �� � I�-- --- - _� � �- � � ur N cc-�c'e �E s. � � __ � ���� �-� �� - - s.s - �i� ��� � � - T �- — =r - = = � ///� //� � r�� GUARDRAIL -T � OVER 40'DE P Adj 2G� � �� � � �_r^v�'-'s"'s"u'W r- - r - i _� � — � — ���� � \� _ / --i . .. . .. .. .. .. ._ � �--r_ ��� O50 RETAII�-�,7�-� _ �j ��� �� =�in"�iv ou`='an3'ze ,� ,/ �� f �3 � � EN�I� TYPE llB MEDIAN BARRIFR WAL[. �� ��"`� �--�'-� _�_� - _ ts' Rcr /��,��,�y L � I� _ =is' cMP = �Nc� � / % � ��� � BE �N TYPE llA MEDIAN BARRICR N/ALL � � T - � --�- _ T ��� � ��'° � � °�� ���� %� /�� `� � � a� -Ll� � Stoe30+50v00 (Oe00') Fss � Q -`r`�",-� � ap � � � Z o �� II ��� ,aa /���� o I I Fu ��� BEGIN 22'MEDIAN t� V � � C,y � �/ Q � � �L INVERTS INNACCESSIBLE Fss z �� �� � / r�iPEs ARE aecessEo io�-i- -U- POT Slo.3I+76.00 = � �� �� � /� � 4 � ���o I I �i� oF aox E�Ev.=ao�.os'_LRT/- POT Sto. 3/+69.90 123.00' RT) � � � - �� � . �� po' eNo oF aa^ crnP � � - UNKNOWN / // � �04�. 84"t�MP � � �. 2 ' d�L /- � �� � �� d o �� END TYPC llA M�� ,�ARRIER WALL � � � ; � ;`°� BEGIN TYP _ MED�,AN BARRIER WALL �� e � � �� p � —��,° -�0�32+50e00 COa00'J ` �--- �� � P � �°z ��Sr�N� R�w �i � �/ � z x�� END TYPE 2 MEDIAN BARRIER WALL � � �BEGIN TYPE llA MEDIAN BARRIER WAL�� � � �� � ,.; M`�l- Sfae33+50.00 (Ov00') cu�veer PReseevnnoH � / P c� °' SEE D�TAIL�I � / /� / C c� i i � � �e N� 2�O 91n � / / V����� �i��- ,�� /�� X�� ^ � \JrJO�. II wll��;, �_-_-�_ � � � �' ._ � 0 '�� F R Ll LT PROFILE EE HEET N 46 O - - ,S S O. -LI- CURVE DATA -LLTI- CURVE DATA -LRTI- CURVE DATA FOR -Ll- RT PROFILE, SEE SHEET NO. 46 Pls Sto 24+27.84 Pls Sta 24+35.73 Pls Sta 24+22.40 6s = l° 29' 5/J° 6s = I° 29' 05.5" Bs = l° 30' 24.0„ Ls = 300.00' Ls = 300.00' Ls = 300.00' LT = 200.0/' LT = 200.0/' LT = 200.O1' ST = 100.0/' ST = 100.0/' ST = 100.0/' N Z � N K -WBCD- CURVE DATA -EBCD- CURVE DATA -Ll- CURVE DATA Pl Sto 18+64.14 Pl Sta I8+02.89 Pls Sta 36+44.20 p= 45° l4' 29.4" (RTJ p= 30° 40' 22.2" (RTJ Bs = 6` l5' 25.0" D= 2° 5/' S3.2" D= 2° 08' 45.3" Ls = 500.00' L= 1,579.23' L= 1.429.36' LT = 333.54' T= 833.37' T= 732.25' ST = 166.86' R = 2,000.00' R = 2.670.00' V= 72 MPH V= 80 MPH SE = 08 SE = 08 O :� N � P � Q � �� /' p� _` � P s ��q0 8� �tis�s ��0) PROJECT REFERENCE NO. SHEET NO. � IIIIIIIII � '-� r�' % -�-��� E' - , IIIIIIIII g,�y SHEET NO. ` "` � � " -" � � IIIIIIIII ROADNGIN DRSIGN ENGINEERS :;' »._ . uuiuu „ „ , , �o��H CARO���� �o`�tH CARp� �� 'ri�l��.. ���II •24poFE5S/pN:s�. :2:�oFE55/pN:�v�. �ii; - SEAL _ ' � SEAL _ ? 029473 ; 36188 ......... ,, JqF�,C I NE`�i�,�,,��.` �4� iy��FNg I NE��e.�,,,p� ,,���u�iuP`��, ,,��( �uin.ER��, \ O �E— " O \ � + ,h ti� �� N ,sao� � n�e�\ � Easen PT Ncoo� vao�Ecr e. OQ �� � � �' °e� � � � � � c� �,1 , : � P �� Po�° ;r�- � o � �,,,J"„� oo � / p �� � s _ — �'�}1 �%� Q � I / / ENI� TYPE llA MEDIAN BARRI o-- -- `�� 4� ,�, `r �� O BE6/N TYPE llB MEDIAN BARRIER WALL ��� � -__,�����s`''�"'� � / N� _�,za oz' � - -U- Sta.34+50.00 (0.00 ) � �_ ___ � � � END TYPE llB MEDIAN BARRIER WALL �� e � BEGIN TYPE l2 MEDIAN E3ARRlER WALL ��- Ex�s,�N - l- Sta.36+00.00 �De00'J -LI- POC Sta.37+62.12 = BEG��I "T`'°� � f -WBCD- PT Sta. 26+I0.00 (ll1.90' LTJ -wBC�- Sto.22+00.00 M/``��� � _ END 'IYPE /3 MEDIAN BARR/ER WALL / �" ```� � MEDIAN V DI C "�" SP. CONC. MEDIAN 2GI BEG�N TYPE I2 MEDIAN BARRIER �✓ALL � �_ `�� �` SEE DETAIL D �� ��SEE SHEET 2 AR LI- SfO.42+00.00 iO.00�I \ � � \ L � 26 ,�5,� �� � ` _ SPECIAL�CO� J.}ITCH - \ 0610 C � r�A � � � _�� �-` � SEE DETAIL A '1= . . � `� J O� � �� = C _ �� =_ =X-� 6_6' BC RETAIN ��. _ _- . � REI'AIN N 6 87 '�r ' � � ��� GP � �-. -. __ � --_ - 5'� � G� `�.� ^ �� - _ ���C- \ � � ` � �� wBCO- %�� l,vv iN9 za�� acr m `"''��s� - -- �� _ � aa,.9s _I � I � _ _ -- � � y '�u-IN�qq � SP.CONC MEDIAN 2GI N ��' -- - _�O b�-�g� _�E SHEET 2 AR , _`� '-_ �� -� REMOVE 2GI � 2GI 'iTyOyP_=�q�—��'� � �� ____ ___ ,F t �_ ---- - ANO_15' RCP .,"^wA6. �y � r � //� 060� ��'�5 RCP-N-Fp - � -__ 1 REMOVE .- � _ _ _____ _ C �� ; - - / 7 - - - � �-_ -- -F €XIST 1B (p62 a y �AWCIIi Al C 4Fp.IN FS � ____ - __ - � _ ^ / .. /✓"N. . L TB 2Gl ��_ ' J- �_ �._ _ I� CO �� cXlSl � t 6-'� hP� tl4tNl ' I� W V� TB 2GI �.. i'- ���bH& tcn - I -- XTEND ' --- __ W �) t TB 2 " _ _= - RCP III � _ i� � ` �84Q9 ' 1� ` __ � .__C _.�e��. r - 2 `� � r � � �� , � ,s-R - � � _► _' _i� �� _F_ - _--_--__ `��TB 2GI '_ _ _ __- --__-. W _ '="F — � � _ � — - ��� — y- — � ,� 2 � -� - _ - I � _ REMOVE ' � F' 4 - � - � �\ \ � 2G=15" RCP III �� _ L � �V Ih d4 � 95' . � _ _ �' _ _ __ , 1 2 � � i_ --- ------__-- _ \ 1ieTAiii- _ ��� � - / V 15" RCP _ �Eorw_ Gw�,H- - - - - ��E��Tq�� �- � �� _ - - � --a u�P� Gse as L _ �c'V�— 0601 - - _ == IFPT-0'lilr 4 ,q4'MINPS �l'FOPY �_ -� \�8 p MEDIAN V DITCH -- _--- ���- � � - - � SEE DETAIL D � I� � 'L"''�1�-�$ �� -- _---- — ---EBCD- � �_eennove --� � .� �►i n -- I � �'*-�,�-_----- - _— — — — — o -Fss � � - �r"�� � � � - � SAWCU7 ANU REMOVE �F�N� TYPE l2 ME�I�i�B��WI,ALL �� ExisriNc coRE �avEME,vr - .. _ r2rl�v✓`�--r">>-,y- _ cu�veer eaeseavnrioN � �l� TYPF_ l3 MEDIAN P,ARRIFR l l. w, .,�,,�.,ti,���s,1 SEE DETAIL H -U- g-t� ��o1 O.00I iO.00�I � � `�°'� rss - a��c � _ -Ll- POC Sta.37+9/.95 - --- ---_ _ -�D- PT Sta. 25+00.00 (99.76' RTJ �-- �_ — -LI- SC Sta.38+10.66 — /E � � � �E� \ -_ — � � � — E E � �_ E --�` � �_ � � �3 � � � � -�-- -EBCD- Stoe22t50.00 CARY PROPERTIES LLC pg 8439 PG 562 BM 1990 PG 999 / a � � RETAIN � � � � / \,�' I Q 11 —�� � I ISPECIAL CUT DITCH � "'J� SEE DETAII K O II � �� � � � �, J U �.�- m SPECIAL CUT DITCH RETAIN --� _�J' � i W SEE DETAIL K � � �� �e, �yF SPECIALCUT DITCH� �--�-.--_ _��� �� �-_�'-- II i�J � `�/ 4 CP SEE�D�ILA RETAIN ---����� � � � - -_:_. -,�--►--. _ �GrYTR�SITI�N �� 4'rDP� '" �� EX- � REMOVE CONC. _ r .� . �- - - � REMOVE 60 COLL4R � ��� / ,_- �cgCp j/// / � / �- y � ;� � , _-- � �� ,, o� --�, _-- — ������ �C% � _ -- � � / ,�v�-� � ,, '� i� �-'� /_/��- , ,- � �-�`�' y . -- � I` �� -RETAIN/ �� �✓.J II �"Lj .�r��'"�� F55 C ii �.,�_r'«��� v � �.,, }� ��� �� � SPEGIAL CUT DITCH ��"�-��r ` SEE DETAIL K wv=�aia9 �Fss x� `\ � SPECIAL CUT DITCH Fss SEE OETAIL K �� � LQN� ���� �Fss �������� �R �gMs���o�s ���� � �o' / /�, ������ x x��—`s—�� /� /E� _ / � / � --E� I — �'r I ���;�.,r�� ��-�^-���r�� �_4�"3-r-3 . 9 G 190 � = �� """"`�_"�`"' __ _ � FOR -Ll- LT PROFILE, SEE SHEET NO. 47 --- — FOR -Ll- RT PROFILE, SEE SHEET NO. 47 N � � O O O• O � � \� � . Ci�'i � � L � � � � � I` �'�/� i ,: V , \ ,T, / ` re ' � z�, ' . 1� b �� ��szo� � � � ,��� � ����� �i� �\ ` �, _ ,,>% � �� � �4% A T,�\ 2 �rz � a � �v �"'�� �� PROPOSED 7YPE l2 Mt� �CONCRE7E BARk4ER WALL ��_ -WBCD- CURVE DATA Pl Sto l0+15.39 � = 0' 47' 10.8" (RTJ D = 2` 33' 18.8" L = 30.77' T = 15.39' R = 2.24229' V = 75 MPH $E _ �8 �75'is'a2° E io.or Ill Q�_ � 79'�.-i_06" E _ � � o.4s� o�� �`c P� ��Se3R���� N P RjN�e^�ZioeP��6a3 -EBCD- CURVE DATA Pl Sta I0+35.32 � _ l' 43' 56.3" (RTI D = 2' 27' 08.7„ L = 70.64' T = 35.32' R = 2.336.29' V = 76 MPH SE = OS -Ll- CURVE DATA Pl Sto 50+13.37 � = 55° 25' S29" �LTJ D = 2` 30' I0.0" L = 2.2/4.80' T = 1.202J0' R = 2,289.29' V = 68 MPH SE = 08 II —� �� ��� __ � � -�`�'�`^'-�,���� E �E � �E A PERMANENT SOIL REW FORCEMENT MAT (PSRM) SHALL BE PLACED ON 1.70:1 �H:V) TO 2:1 (H:V) SLOPES FROM: -Ll- STA. 56+J5 LT TO -LL STA. 57+25 LT. -L1- STA. 54+75 RT TO -Ll- STA. 55+25 RT. -Ll- STA 56+25 RT TO -Ll- STA. 56+75 RT. SEE PERMANENTSOIL REINFORCEMENT MAT SPEQAL PROVISION. al PROJECT REFERENCE NO. SHEET NO. � IIIIIIIII � '-� r�' % -�-��� - , IIIIIIIII g,�y SHEET NO. ` "` ,� � " -" ��� IIIIIIIII ROADNGIN DRSIGN ENGINEERS :;' »._ . uuiuu „ „ , , �o��H CARO���� �o`�tH CARp� �� 'ri�l��.. ���II •24poFE5S/pN:s�. :2:�oFE55/pN:�v�. �ii; - SEAL _ ' � SEAL _ 029473 � �, 36188 : ......... � •J:`,y�INE`�QC���.` �'. t��FNGINE��:��,�: ,,,,���� u�iu P`��,,, ,,,,�`( �uin. ERSO,,,. � x O � TRIDGE T� 4969�F��840ME0WNEFc, �M 1984 PG � � — _' O C cGF"_ -� � ��N�sc RETAIN - � v w- �_.,Fo m �, v opa po m� _ _ `V _� _ �� -�- Q � ;� FUTURE AUX. LF1NE I� AND l2' FOFS N �� �� � `�� ~ —�`=- -- � �� i J ; -L'- � ; � N �� � _ �'- tit �.�..� `� � — ��� f V..� � Z J _ U �- v_- . w -U- CURVE DATA Pls Sta 6/+g2.3/ Pls Sta 69+78.63 6s = 6' l5' 25.0" Bs = l' l2' 00.0" Ls = 500.00' Ls = 240.00' LT = 333.54' LT = I60.00' ST = 166.86' ST = 80.00' I ol � I I �I WpYNERIDGE 10WNE5 ASSO��A�E� i�o4^E �g 34IIPG 921 4e 6M 1984 PG 2l5 �� � �� � S o � r � � -� � � m �? O \ � \\�\\''� s � � % ;o� � � / e � � � �q-35�E � 8 �0 �� ` � �� 1��J R/W MON ' � eiw MON ._ :-��—�� END TY"PE /2 MED�AN BARRIER WALL � � ��� BEGIN TYPE llB MEDIAN BARRIER W�ti � �� A;� �`'� �� p /< �'�`•-^'�.✓� -��- $t0.E2fJ��.a� i�.���i gti / �, � .$RE4-GAL. CUT DI7CH / � <�� \� RETAIN EXISTING2, RET441N � RETAIN� � � CONCRETE BARh21fR'� � I 4 �� ' � r' `� \ �.��� V � -r.=�,���z,;1 -� � o DO NOT OlSTURB NOISEW,4CL �,�� ,{ .r'. ti �RETAIN 15�RCP q 0; , \ I B � — -- N���� ea -- — scP _- _- ==-� -- �v-,`� __- . . BL-46 � � . __ -�RETAIN 2GI � -- RETAIN 2GI II� � —���— � EX- RETAIN �° 1"i R ____ 080 �-I 2GI - --p--�-�° V 9 - � �E _ _ � —__ _— — �� — --- _ _ �� ..- �,- --_� _ _ __-_ _e - � ___t-____ - --- -- -- - �------ � > ..r„ �- � �,�, r^2�-'y- � ti��-,^_ � SPECIAL CUT DITCH SEE DETAIL K 7APCR � Y �' � �� ��3 � ES �� WA ERd`EJ: � 3AII 92„�.G�, � f?�:3 6M �9g4 P � � z> � � w�5Aoi ��ti �oo, Pko �, :� � ��' Tws� ( - � I � --� % � �� � Sf ei �--_ i �s��- -Ll- TS Sto.68+18.6 _ _ Ze __- '3� � REfAIN 15 RCP � �.�-r`.� ` _ - N - i -, - � r O O N I� �� � 0 �2�� � _ Z �2 s� N. 'o °o. °a � � � �—� \ zo-�'�� RAINAGE EqcEMEN-3 PC 926 — _ o \ \ N ryo � BZ 2 VATION BUFFER , we � 276 ��_ TES �� e"" o a2 � + ti � Bl � s i � NC Nct '\�p � l 2 �� eZ ��', �.� �,. - p� 1938 7 � - -����ti� a � i . _�-___ g�''��_ � � �-o . __- �.� - / RETAIN 75" RCP �EraiN EximNc �� ze_ CLZCRF_ 7 E BARPoER � DO NOT 07�'TZ7AB-ltlblSEN/� -Ll-�o. /�-58.62 , �RETAIN ( E%-) INV=399.52' _ �____ _ _�— �RETAIN %I RETAW 2GI �- _ - _ , —� - - - � _---- -- � — - � �— a — BL , �a �� � �� L� J�-r,�'. v�_ _=`= �'�"Lr'�.r ��, � o�i ��2.� —�_rti —,�s � �_, `-'�`�-`'-�"-'��M -L� C ST SfO. 6.r7 f2.S.�I6 � SPECIAL CUT DITCH 0812 SEE DETAIL K r� =�l`— ft/W MON END TYPE ll8 MEDIAN QARR/ER WALL END SPECIAL MEDIAN BARRIER WALL BEGIN TYPE lV STANDARD MEDIAN BARRIER -Ll- Sta.64+00v00 (0.00'l �� ��� ������ ,NVEs1oRs ��c �-���� sHeoRoucN 5 ac is6 � � gM 2000 PG 356 PROJECT REFERENCE NO. SHEET NO. ' 1-5338/1-5�3/ 8 - ; + ,,,///��� -• r RNJ SHEET NO. I, {' � ,- � /' � � ROADNGIN ORSIGN ENGINEERS r.�, ,..r CI�Ar11TE RS�` ,°�P`"'�ARo�;�,, ,,oP,���ARo�;�,. .�2::pFESS/p^;.:�v �. .�?::oFESS/QN..s �. •y ��•. :a 9�: -� - SEAL _ _ SEAL �' '' - � 029473 ' 36188 .'•F,YGINE�P'.. % �'F,y�INE��'`�:. ,,�'lqs�NM iP��p��,,,, ,��'/��! WEAIHE�'Sp`�` 2 �� \�; !i��IHQU� ��\\ sZ m �� ��ERB �h�i P� 426 \ �B� � 19&3 PG , � GU�ET� � \ 4 �l— � , , ?�-- tie� �z ze � tie ti % �,r.;; �;�, 4\' I�'RORa6-E J5 �REMOVE OR PLUCrFILL � l� + L � �. `^�.,,_,r.,� ,' �'is�, ii ii� � �,,u,,,�,� ' . II 'd t: � ,�; �,;n;:ru�-�:r-�;�'� �`, n .�'�`"'-' � - i� C __ ------- i �_ '-�/ i T--µ�� _- - . --- ✓+T-W� J� - _._ ,. - --_--- L �����--- FUTJRE AUX. L/X�Jt N ��� iaao vaRie� wiorn esr AND l4'FDI� � � '�d - -REMOVE OR PWG�FILL __ __ - -- - -/.� ���� _� — —__ -- -- _— �;`��� N - � 15 RCP III RCP III _ _ __ __.- _ - -- - � � — -- --�--- cunRokni� -- i -- �r-� - .. .s, ,s,,�r�,��� �,i� � --�� , ,�. - � �� CUWERT PRESERVATIOfF �PR��"�� `� SEE DETAIL H ��,ti / BZ' <,�e BEG 57A 69+69 R7 " h�Y%� PROPOSED MEDIAN CONCRF7� BARHIFR ���� � �oP 8�.�5 i� �N� ,E.a9�—� �-� � CLASS 'B' RIP RAP � � '� EST 1 TON EST 5 SV GEO � �� PLACE TRP.NSISTION STONE AT OUTFALL OF DITCH „ . ; (� 0.M MON , l Riw m � _. TB 2GI/�-LI- 15" RCP III, 0827 � �� v 4 — o �`�_ �/ FUTURE AUX. LANE � AND l4' FOPS 2GI- - - _ _ - -�=T=,-- � ..a._ PROP.GUARORA4 � 0831 CLA55 'B' RIP RAP EST 2 TON EST 7 SY GEO FOR -Ll- LT PROFILE, SEE SHEET NO. 49 FOR -Ll- RT PROFILE, SEE SHEET NO. 49 N O � -U- CURVE DATA Pl Sta 83+86.57 0 = 26' 05' 53.4" (RTJ D = I' 00' 00.0" L = 2,609.82' T = 1,327.95' R = 5.729.58' V = 73 MPH SE = 04 RP�E��9 PROJECT REFERENCE NO. SHEET NO. � IIIIIIIII � '-� r�' % -�-��� Q � - , IIIIIIIII g,�y SHEET NO. N �'�.'�'� �"'�'4�'� IIIIIIIII ROADNGINDRSIGN ENGINEERS s - " iiiiiiiii ��\� � �� �- ' p�`H�CARO� o`1H,CARp�''.. �,�'Z �ooy�;.......... iti., ,.oQ ..... iN., �1 II C�2/oFESS/p^;•;'s�'� ���'.:'oFE55/p�;•;'v�'� � GRA�IITE RSs��� .a �ii; - SEAL � _ � a� SEAL ` _ p 029473 36188 � •,•.Fti �.?:�� .''•FN ,Q.:: ��������� %,,,,,,�o�INE``�,,,�P �'..�y+'�INHF'F,``.J� Z J� u�iuP�" ,,/`( �uuioRSe,,` ` C�y OF� pG A� EnSEM�T Ncoor PRo�E�r° e.wr5aoi �� � 2 �� OF R�� 4�9 ` ���g q3� P D o N i . jvi� RP�-}�6'Z � � C��O 88� �� 0 O � � O � � * .�� � \ � X \ � —X-�X.-_X ���-�- �- ' �� � �- _� �`�---�'_--,�_-_ \ �y � �- - Z \- \ r Exis Nc A/w „� x ��,{�.3y185� �I `- CULVERT PRESERVATION - � � � \ N '"�% �/ �� �'r , \ � �� aI I - SEE DETAIL H � � X � � � � � f `' � � �fl y 2.� � "'i I� � INV=395�5` \\ / ti J �� /t �I � � � -' r" 2\. q°��� � I� �\ � -f- ��IZ '�J� �� I I �� R 8 SPECIAL CUT DITCH � + Po��F ���t ��`� � q SEE DETAIL B O' � �"" __ ��z ,a �'VA �=J i f / Pq� � RETAIN SPECIAL CUT DITCH II II- � O �ED II SEE DEfAIL B Z � ¢ �I - �DI �� . ��+r' (� � +/ ��`^�vn'� _ �`"' ,� f �� , . . ��;i� �.r�1r� - ��-,r ,.1.,r, . . . . . .�� , .n` ,sti,r�� 9G��,i-"^�-rt;�-� vr4 ��y� O � J, 'j053 � -RETAIN �-��`. - ^�,'�y.ri,. Z . . �.:.r �. __ 4 _ W O / _3 � N�38o: I. __ _ __ __ LrrhJ'�� �� �N�Iql�d?�5� _ --- _-_ _ �_--_ -'- -- i0F 40 9�5 �=�P1 N A�FR9X \ � � /�� � / �II - — -----� ---[�! ------ - � -- - ---- n"�v �ur_s7oz— � O �_�„_��..,,�",�",�"_ � aL �45 v ouT=aozea ----- I... ------- ---- � � /�, g' . ,r"`� --�, � . �, e���ti �.�,� _ _ __ �- _ –� –_ ��� 3sa r� 3 _— — ___— � " ----____ a � �e—a.i raPER I �� F— /�¢ � 090 ____ _ �s ___-- — 2H� P r� FuruRE aux.raNE � " �, ' � ' �,��`�"'� �uee�A� — -- � _�— � � � allo i�FOPs N Cn � �� „__ ,rr.�"1"�L,r` I11 1B- - ���-� -T�����-- _ - -- ---- - -- �/\_ _ -- - _ _ - - _ _- — _ _ - --� /_ .. � I - = r _ _ _ _ __ __ _ � L s- _ _ �^ � '1 � �R�- -__ __ ___ _=�8 � _ ���' -�� � � ---- �� V� � • C � � 1 �- ` . _ - � -- / �.. 15�„- kCP-III I / (0914� �- --_� � �_ ��-a. - - / - - - - -- - - _- -- ' ---- -ig I . 15'RCP-III «� ,�� � _ �� � _ _ -- ___ - - - - _ -- .. . ' - ' \ LANt � "� I� RE _ --- _ �� - - 15' B�P. _ TB�GI � B -� _ F[�� AUK � - � __ 1L ]L� „ R P III T LI �'/1 N AND 14 FDPS m - - _- � __ - - _ - - . � � �r - �0913�g i �V �JT } � TB 2GI T(1O 409 4 I 2GI y• ,_ � `_ _- _ = n_(o90� - _ _ _ - - 76 2GI 1 _ i90�— __ . -_- � - \ --__-- -_ _ _ _ . .--_-_- ---._ - — ---..V.IF _r_\J.-- � _ _ 0906� 'Iv o� � _ Yi ..3y85�. ii .__ _ -- �-- I _, � T � � � - _ _ �� __ _= 4 � to9v1 __ �� ; II � , � N� � h � - FurukE aux.cnNE � LJ.1 ti J = � _ _ - - T �P=4i � -4,�. 4 ---- --- ---- -- -- -- I- 15' R ' 1 TB 2GI _ - __ -- _-- _ ---_ --- - . _ ... - . _L� �_-5'=RCP_III � ___-__� ��--__�---._-----_ __--__ -- -_-_- nll ^ 4ND12'FOPS N W ' __ �c � . _-'-_ _ __ . _- _- - _ _ i - '�'0901)_ '-- — -- � � _- � � �" - � - > - > -- _ � � � - - - - - - - _ -- -_- _ _— -- .� � =�- -- _--- —�----- - _ ,�.� . _ ,�.,�'�^, '_ . _��,�_--�r- -- .. -- -- __ - -_- _� - -� � � - -- ---- .._ .. .. . - _ -- .. . , -� - ----- - � LANE 'v - - ----s-� ���- --- , .. _ � -- .. . -^,_. ���r.,�.. . � ^ � � 4 -� � � - � �-aP 2GI INv�,? � "-�Y" � -Z � � ,� _,� r_ v - qUX cv � _-. - �L � .. . w �^s"� . W _ ���t 2GI iN OL1T 400.03 W FUTURE �"`�� {� DITCH � ��' 090 �SPEGIAL CUT DITCH �II ^'0912 ~ C �J N qND j4 F�P��A� � l APcR -� _ ____ _ -- �F"1- FROPOSEU MEOIAN CONCRETE 6ARR/EH SEE DETAIL K II !� � . _ - . . _ �"`- - - � � �, - 2G1 _ _ -- �,2 � .. I I SPECIAL NT -�- � -s-;� p918 �� � � _ -- U _ X— SEE DETAIL K _ � � � � � END�STA�75 B50 RT � saecin� cui �iicH � x— X�X I I /�� '"'�".. �� SEE DETAIL K X—X/X ..�J.n:r .. -. _. . �X�If�X�k_ �,/ W � / �;�"'r�:;�ti _ ' � I- �, � � �w I� ----�� � x { � � � "�y �0919 � �i� _—_��_ � ^��w ��,�,\��� � J � / � � - - �� X� � � X �� � � ���� k�k �� �CLASS'B'RIPR.4P X/ /� � E�P \�.����P � "�`�" X—x—x-'-X—X- � _ EST 2 TON X� / � ,�'� o — /� �� \� � � .�� V EST 7 SY GEO X% � �� � ... �� 0�9 � \ \ 'w� N x/ / � `� K E STwc PD � � 6aR \ � \ � `^ "��"�ti� • � X/ � �-� � \ � e� � � � � ��;_�;�,:�-w �-� � X/ / / �9A\�l ��'G % \\ ��__ _-- — -- — � _ X/ / \N� � 1\ - �� �__ ��-X- � _k. � p/ M�N � � I I _ _ j i� > �� -�"t.r�tiJ' � EXISiI� a� . � .. _. .. _. � - � � � �� �,, � � � -�� - E.�S��N� �,w , �x ---- __ � -�= o � - E` � , E, �x �D � _ _ /X as¢�Nc _ -� � PN e AA9N0 0 � _ Q � � � M �PD� _ �EFG��Q6��Pp� �4A9 � � M��N ��`�i,M, Y,EFR�G 2�� \ �g ��986 NGES pG �6 Q � � W��-C�� a,z�O�Pp� AAfl �� � FRA �gg5 �A42 c� � gM � \ BM 9g6 P jN�MPS 3 FgRP3 o mm a o � � OgM �g5� P _ � 0 VON _� � �o oF �o��Pj ge°4�'AZ�E � s e4°34'4B�E _ FOR -Ll- LT PROFILE, SEE SHEET NO. 50 goaR�� �z4 s \s5gv \� Sgse � p 40 / w� FOR -Ll- RT PROFILE, SEE SHEET NO. 50 wP�6 ����OB �3g95 P� �6 � N 0 � z I� � I � m � ro N 0 � 0 0 0 0 WM W � � � J I � r �.�..� w � i.i� J U � O � - SPECIAL CUT DITCH SEE DETAIL B i�ir'��s�:i�� :-�.�-wr4y�y� �� � ^ TOP'4a3.' "� r . .� OL -. --' -_� LOCAI'ION 4PPROX.- "� „�. — �.----_-- --.. �IiETAIF FUTURE AUX.LANE AND 12' FDPS r4ao vaRie�E wmin esr ~� I -- — � - —. — . _�� '� . - ---- - _ ,_— a ,Tp� . 75" RCP-III �- FB" 2GI � �� ��}Q131 = -.-_���.- .�_ -_---- �� � FUTURE AUX. LAIJE � ANO l2' FDPS ' -F - - —���„� �,,,� �-�" � — SPECIAL CUT DITCH SEE DETAIL K X� -Y2- POT Sto. 10+00.00 -Y2- PC Sta. 10+09.37 RETAW � � ;�.Oi' 1016 IIJ 11 .,..� ���V ��_ .__ _ . ex \ oP aoi: z / n i ���/ NV o RETAIN�15" RCP J II �II Adj. 2GI --- �I� t RETAIN 2GI II� ' I'.n�v=422.94' � r�=�=�-�--- ---, � � �— �� 1 � ��'� - >` , � r< a,W � ��� � I � , —,W ', � �� �W MO" � I I " � R ✓,-��;n:: I I � -Y2- PT Sto. 14+44.28 a I 2 a m r, P �R � 'e i _ m � _ P J\C OR`G W in �' = �GE�, gy9 P � � P 0� � Q imm � � —� -Y2- POT Sta. 15+76.49 � 5 6637'06' F I50.00' -U- CURVE DATA -Y2- CURVE DATA Pls Sta 97+48.44 Pl Sta 12+27.89 6s = l` l2' 00.0" �_/3° 50' 36.9" �RT J Ls = 240.00' D= 3° l0' S9.2" LT = I60.00' L = 434.9/' ST = 80.00' T = 2/8.52' R = 1,800.00' PROIECT REFERENCE NO. SHEET NO. � iiiiiiiii �-�-� `�%� =�=��� %�� - , � IIIIIIIII g.yy SHEET NO. `"` �� "-" � IIIIIIIII ROAEN IN ER IGN ENGINEERS - . .:"�� -'-�'. IIIIIIIII �� �� � , �o��H CARO���� �o`�tH CARp� �� 'ri�l��.. ���II •24poFE5S/pN:s�. :2:�oFE55/pN:�v�. �ii; - SEAL ; _ ? � SEAL : _ 029473 � 36188 ......... ,,•iqFNG I NE`�i�,�,,��.` �4� iy��FNg I NE,��O,,,��� ,,���u�iuP`��, ,,��( �uin.ER�� � N `„����"' �P�-��� 4\V� �o � i� �y o2g3 Pe n5 _ �� y, �_ .- � . OM �gg0 \� �"'� � INV=372.10' - � �� . � g \ \ � � °' j A�\ � � ``;'�n��, � ��,��� `�'�� �,�; �—easeme NZIS6- ��cr= a.i �.' �� � � � � � � M��'-3]3.6 � \�\ �/ � � 0 � * — ExiSiiNG ��W M�N� \�\ -"\�� / � � \��� �INV=377.62' � �s �_X_X—�— � X �—X—X—X x—X_� ,—� X—X_X_ — — _ _ �o� X -LI- POC Sto.91+84.62 = // \\��Nv=3n.49- "—X x—x_ _ �-�� � x X—x--- + -Y2- POC Sta.l2t84.39 SPECIAL CUT DITCH �� ��� X X—h—X—x � � -Ll- CS Sta.96+68.44 ° � �n,�, � see oErna K ���� \A� �-i�,� - � � ���.' ��N � r-.,, RETAI 15 RCP� �� EX i-.4DJUST 2GI —SPEGIAL CUT DITCH ��'� ��r " f/� � see oernu K -Ll- ST Sta.99+08.44 � �C � _ _ _ �r _�N . R IN MH -� ` �� 100 / I � - -- — -- � -Cb"CATi�iIT APPR ��' `r . � - - - P � 6(7 \ O -- _ ._ _- — �"'f/t.✓-i. �. . . -� � �_ ER- ) ____ --- // _ � A�JUST 2GI-D � - - - (' * 100 SPECIAL CUT DITCH � O — — DI _ - � RETAIN 1B SEE DETAIL K � O ---_—_ '=�929' �. - _— _ /� 10 -- _ I � ''� "i=�fl� 34 � RE7AIN R. R� 1 -----� � --- -- -- \ „ ��� �,r-�9�a - �-_— �/ Ex- -_ _- -�- �— -- e-�i ?� ` — -- � I_ EX -- - -- � (� i _-_ -- q\o I � -\00� v✓ �98 _ �� � -- _�-� - - _- - . —_ --- __ __-_ _ ��, � \ � � 6 ss es"____ � -- 0 TB � ���� RETAIN — — RETAIN � � 30" RCP _ _- ' �-� �_ � �'._ RETAIN 24"RCP COLL4N �-tj� � ____ _ ___ � o0 3, � '-�F . u.� \ ��4 �q i � ,1 �, -- � J - II PROPOSED MEDIAN EX- �/,� OPCMN6 y639� 76 � -�� RETAIN � coNCRErE eaRRiER �oi ����� �RrP �N 9�ee 30 RCP OIJ'I'-342.21 z4" RCP EX- I �� RETAIN 2GI 10� � iNV=qpl.7z' 15+00 � ��,: ,� , E,e — —. E`e � •46�z���Eaaa��e� � 9 . S t3 .,0'46" E �P � MATTHEW- T R,,� � 93���' � � 644 ��,3 �� AN EN 2000 PG S� D 9000 PG I - 2G00 PG 43 63°9636" W _ N 63°46'36" W �' 93.00' . � vi 93.00' —___ ---- — � _ -� , F�T�R --- Q _ - , E AUX LqNE � 15' RCP III = z -� p AN� �2'F�pS N '^ � c�� 1033` c __ f--- __- v' . ..... _ V� -- , .. � -- ==z--- �� �� ---- - ------ F�r�R�A„x� 8� 4 --�_� ���� AND /2'FOPS 32.yq '����.,, .�' cLE:"�.L,J-.— � _ — --_ — -- � � 41N 2GI "�,.,� -- � � '-"'Lr'tr^.�.r..,�.�_,� __ -�'' . 23'15'S2� E 5 73�9'14" E 5 �z.00' `� {� C, � �3°26 � " 21. ��2 �P E�r _ �f � L2.05' - _,e � E k` � 5�3 � 5 �3` 2a� E\P J -. F� ZZ LL o� �n a;; N oo�a m� - _ = _ �� r m U o� $ _ _ _ - I , � Qo�o _ 1 � ma / N U� � 1 Z� u � Nt� N W i�n J ir � �NM ��9�9 d'c'J I�� �N Ua UNM Y 2 a > � ^ u,��,N s�a w�,� �"�- n� dao s ��g mm as wam �� �a am� � �am � omN FOR -Ll- LT PROFILE, SEE SHEET NO. 51 FOR -Ll- RT PROFILE, SEE SHEET NO. 51 z 0 N i � � O � � W W _ � W Z J 2 C� � Q � —Ll— CURVE DATA Pls Sta 104+33.29 8s = l' l2' 00.0" Ls = 240.00' LT = 160.00' ST = 80.00' �eAs�""eNi m� aeer• I8.i9i590� � � I h o I I tr N 2 I I Ip � I �o zl /� �t ^ N� � � m � / wl °� e � g5 �Pa6�oa .aP�'c��, `LO PROJECT REFERENCE NO. SHEET NO. � iiiiiiiii � `'-% `� %% `�-'!� �� - , IIIIIIIII g,�y SHEET NO. ` "` � � " —" � � IIIIIIIII ROADNGIN DRSIGN ENGINEERS :;' »._ . uuiuu „ „ , , �o��H CARO���� �o`�tH CARp� �� 'ri�l��.. ���II •24poFE5S/pN:s�. :2:�oFE55/pN:�v�. �ii; - SEAL _ ' � SEAL _ 029473 � �, 36188 : ......... ,,•iqFNG I NE`�i�,�,,��.` �4� iy��FNg I NE��e,,,p� ,,���u�iuP`��, ,,��( �uin.ER�� /� N4932�9p //6.ZZ: / ; H g� 0 � � J � �ONQ� & p�� g 2 Eti \ Mp � \ Y� O EpSZ Pn R�/ \ N��g)pj5 E�SSNc _ — \ � \ \ \\ Q � N I r J I N r � W W u'i w Z � _ U 1� FOR —Ll— LT PROFILE, SEE SHEET NO. 52 FOR —Ll— RT PROFILE, SEE SHEET NO. 52 O � -Ll- CURVE DATA -RP4B- CURVE DATA Pl Sta I15+66J5 Pls Sta 127+03.62 Pl Sta I0+42.77 Pls Sto l2+lO.19 �= 20` 50' I1.9" �LTJ 6s = 0` 36' 00.0" 0= 0° 5/' 45.0" �LTJ 6s = l° OI' 39.3" D= I° 00' 00.0" Bs = l` l2' 00.0" D= I° 00' 29.8" Bs = 5` 04' 57.9" L= 2.083.66' Ls = 240.00' L= 85.54' Ls = 204.00' T= 1,053.47' LT = 133.34' T= 42.77' LT = 124.65' R= 5,729.58' ST = 106.68' R= 5,682.58' ST = 79.53' V= 73 MPH V= 75 MPH SE = 04 SE = 04 R/W MON � �� � �' � V � �� 1206 � ►'� �CL4SS 'B' RIP RAP � � EST 2 TON L EST 7 SY GEO 1'� ��s � � � � PROPOSED SBG� �s: C END STA 10+8/L7 0 �,A � o ci- - ' , - --'� .;-^:r'�✓'�r'�;1'?„r,-w_,,; _ ` C L _Gf1AR�RAIL � 2GI �► -�------ -- - _ izos � I +� __ � � -- � ^ � � - � ^ -LR� �sz� � -� _ TB 2G1 \ �, o W �► „P�, - — �- — � , LL.1 —~ �?_ _ �_ =_—__ ___-�` _ `� -- __— —__ - �' ��� _ �A � � —_ q\\ FuruRE qux. �aroE � AND l4'FOPS N Z a - ��� - � Y � _ �aeZ z � "'�-^-``tr�. 2 � \ U TB —� r- � � B� 1 � / �ag j4o4 PP�Eg4a gN, \9a M� R�� aoN� � � �� ��c. � � I �� _ _ v (-V.,� I � � I`' T \/ � � T i./ .. CI�AfIITE RS�` —� ��/ -Y3- POT Sta. 10+00.00 I 0 + � �i ����-�N � � V � ��� -Ll- POS Sto. 126+15.37 = -Y3- POT Sto.12+95.42 E�P --�_��-x�� E�P `�sr'"� R'w� -------- ---- — �� � -RP4B- CS Sta.10+85.54 -Ll- CS Sta. 125+96.95 ------------- — 900' ACCELERATION LANE ___-- ' ----- -- - -- 1z��/ -Toa=az��os -Ll- POT Sto.l25+10.70 = SP. CONC. INV IN=4�2.53' MEDIAN GI INV OUT=42I.9a' -RP4B- PC StO. IO+OO.00 �47.00' LTI , SPECIAI NT DITCH ihV 4��.3 =9 RCF SEE SHFET -AR � /� SEE DETAIL B �, �, �,�rti -� r4�`^rr - _ � � �'r-4`'-�. . -�i�4,r'-v�' .;�-�. . . _ �-vr-�v-'ziin..��.,,^i;rzvr�;.;�.i' '��r�.-:r.i;rw�;.r'�.r���;.;ru'.i-'z+�-`-�i,s`.�{�"rti' r � RETqjN �9� �— ro25• C � - --- - -'_ —] � _-_ � - - - ~ _�� 4i �� ---- _�,,� , _ _ c__--__--_— �_— ^ s�=4�r�--- �GRAU 350 TL_3 � -- . - .. -. ._- . -. . . --------- ___ _ �_�- �-(�-�� -� _ _ - - -- . -.-.--- __ - - TB 2GI�' � � _ _� 24" RCP � �--� —n � T � � . — -- � , a z — __ -- _— -_ �".�-"i'� -- __ -�_ - - --- --��`�aa�� N �: _�� � ----- --- cUAeoRqi� - �-�-r- - BdTA�EH 28 �� CAT-1_ - r'��., � --,.n,�- ,.. r �_„_ C - 6L 6� -F CULVERT PRESERVATION N SEE DETAIL H CLASS 'B' RIP RAP EST 11 TON EST 28 SY GEO �ROPOSED MEDIAN CONCPEiE SAR�R� - - ,-i�Y�1r..�.� , r„ . ti )� 2GI �'_ - - - - RETAIN I3' Ri. ����`i65` ° s ��� 3�' � � � � � P� 3a �S 5-° ' �^ � ��EbqgAP� �25g,� .,w 00�J' 2�� �O�P�R 5 �Zse„'S� N � 06F`�5 �PG3� � ���� W � �z0oe ��2��� N� e� 8g56�z6°E eM pR�S�Ro e`9$ � ��, ;�C^�N�32�pAP' E�P / Q0M ZO s / / � � a � h' a/0 �PAAtED S��gEg63 QSTA� SER���� S � i��'�'-��,;.'z,.�-v��.rr `v v-�-i.N -4.:�- � ��_ ��_ � — -� _ _ _ � __ --- «�- -- _ -- -- ,- — -� � - - �► � -___ _�'�_ _--___� - .-_ _- ---- ___ __ _`�OJAFI�EWID7HC-7�__ ___ ------ -- ----- ------ — — ;y __- � _ -2GI� . RETAIN -_-_ � RC� � -i . �� h �� � � ioP n.s� 6 ' � Ho�E , � -- �1212 wv w a323s��,. °_ wv ouT � . '�'✓"✓f�—r�� r'� rrh��-i(1/1'TaPFP -LI- POT Sta.l2�f36.95 = -RP4C- ST Sto.lOfQ�:£3e�(47.00'RTJ % a�w��` - a,w Ma� � � � a/� MON � -Y3- POT Sta. 15+0/.20 � �/ y 3� � i � r a c Q / PROJEQ REFERENCE NO. l- '�J.S�k�l--JJI� RNJ SHEET NO. ROADWAY �ESIGN ENGINEER , OP.��'�CARO��ti��i .�2::pFE9S/p^;.:�v �. •a �•. $EAL � 029473 ' �. �F�GINE�P',1 . I�%qS�N M. i P�� J��,: SHEET NO. �Z HYDRAULICS ENGINEER .`��?�PlH ES $ �o` /�9�'�. . 4�pF 0,�9:.. SEAL �' ' 36188 % �y':��;C I NE,��'E,`� .�' ,��'/��! WEAtHE�'S•��,. / � � �r �� � r t 0 �� � � �n ���+� � • A 1 � i "� N DI q� 41' r 1U/ ' 2GI T� pqq�A3 . �� _ _- / - � r i N t� � �� � � ,' � r �2�� � �_ � �4 �� RCP-111 - I �rt -� TB 2GI ' - 2GI „ RCP-1 - M � � �� �1209 =-# �- ` �' _ -F- � 1� � RP4C- - `J W M J � ? — N � 3 �N, � so —c W 43 . (5) l�4 . � �,.s'�-�_. . . � -RP4C- TS J � Sta. 10+52.59 = �S 80° ll' l2.1" E (,� RETAIN 2GI L.� � 0 ��/ �'N '� 5a ��T AIN 1B & 15" RCP-III � s'oo ��-`, y � � .tiz �� / / /I � � ./ � I � /iw M°N E� �.. � a � ��°� �///��� � �� E �/Q �///� � � �_ � 1������ �� , ����� � ����� `;'- �--z�� _ � � ����� �� � �� , /4� / / � /x � FOR -Ll- LT PROFILE, SEE SHEET NO. 53 � FOR -Ll- RT PROFILE, SEE SHEET NO. 53 / FOR -RP4B- PROFILE, SEE SHEET NO. 93,94 FOR -RP4C- PROFILE, SEE SHEET NO. 94 / � I 5 i8/l 53l /. NP -v4- PoT S�o.11�30N = I� �Q'' y�� -RPoB- CUM£ OATA � �� -RPoB- PoT SIo.29+4343 10.W1 I �J ' `t � � � - P� Sro /S�B223 Pis 5/a 19�3080 Pls S�a 25+0519 Pi S�a ffi+13.54 �� a �� l/ II 'I I I �`- I a. �� �� 9 I �p��y ��+�.� � 4 2833'31q'lLTI Bs = 5'OY59B Bs - lf2]'33O' 4 - 1642 088lRTI c� � .�' � j � I �� �� �' Z. m� � ,,._ ,. I I i �� L7f{►L �� R7p�'! °� . M, L 5132/ LT - I36D6' LT - �603Y L = /14.9�' .. ^ .. � � ' � � 0=45�f Ls 2041A' (5 290@Y R ���5 �° .ceoa ..`` - .. ��� I '� l, �p� r4 POTSa.lO+ � `� \ w mp . . - �= � I R / RP SC $10 ESaB546 ,""r.J �� � � � � '' 1I �'" RP4 P + 1 \ � I I y I6 � � '�` ` � I ,,, i ,rc� rvte.. � ..... .... ....r• T= 29264 Sl = 69D5 ST - 803/' T= 8809 RP4B- PT 5 2] 60 V= 59 MPn V=<5 MPn � se - oa sE _ � / >. � �t� � , � � � � � t. A�Po: ` �� z � � � � . � '"'��.,..,�.;, , ��, � � � /", � / .. � ;'i =--_- oW c. _ - R � \\ vEE �u�xfo,..o�, I I RPoA-CUME OATA :�.av � " p �::,� •.\I PiSta /5+2/54 P/s Sro /8�33111 Pis 5/0 20+9913 PiS�a 23t84.49 � .. � _�e7ry �x. o.esEnv ..,�.a.es� . . . , BM99's�p`Fii's°� �/ / m"��y_ � ^ NBBI 26TE ' ` � 300502.4lRTI Bs 55559.0 Bs 5/23/3' � 222605.41LT1 7 _ .. . \ � "� \ D = 5'5Y5BF Ls 2CVLl�' (s - 200�' D - 5'i2'3i3' �✓� � P ' p �.� I � . °� w� � \ I L 50Wb LT 33.N' LT = 13339' L 43Q72' $y � � � .. " .-....-,�' e� t �T . � : � . � � { -, j � T = 25664' ST 66)P ST = 66]2' l 2/BJ5' o' � N � /� / ' � ,EE o�. . I � � \ � � `�/,` 9. v � ss sMoa R = q mm o i� ' „ � � � �/ -- .�A� �. / �� �'� .,�y� � � � "� �I�'� �� � ��, i/ �� se = os se - as es �o / � � /�evae- rs s n asae / � � � '�l `" �� � i � � �„a . �j ^ i - l/ I I� i i �,�w��ti P. � �.� � ��, �_� pv �^ �4 . '"/ I ENO CONSTRUCTION I I I�� � "'�� � �"' \ \ �. '^� \ au sss >c za r / � i -kvas-sm.za.s4pe � i J� � ��i i �� ��� � �� ��� ��O� % -aaaa- sr sm. zo.� �s �,/` j iy yi � � �� � Axo , . 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BRIDGf MEDIAN P/5 5/o IItg596 P/Sta 19�2J96 P/5 5/0 /6+5gp8 PIs S�o 20+19J0 PlSla 23t3923 P/5/a 150 3/l9 Xl' PIS/o 16�5869 Pl5 Sla 19�5459 PIs Sta 22+146] l'�Slo 25+6039 BARRIER iRnN51TION, SEE SHEEi N0.2-BK Bs = 4�'24f 0- IiSH'30llRTI Bs = 4�'24f Bs = 446'28]' 4- T5/'23D'lLTI p= 2l4d481'tLll �= 155I'35TlLTI Bs = 424'265' Bs = TO]'29.5' 4= 2404'S6flRTl nnor - Gs = 20'J!W' 0= 400'24J Ls = 200IW' Ls = 2001q D= 446'26.T 0= P30000' � �- 3'40'22I L5 = 240Lm' Ls = 240.Lm' 0= 5'%'l46' Goxru.N si HiEn HnNGE LT = 3331' [= 3491Y LT = 33.3]' LT = 3338' L= 3]398' L= 4336LC1' -Y4- POi SIa.24+9984 L= 4345M LT = I6pA5' Lr - I6013' L= 40560' - ST = 6G]0' T= 1159' ST = 6G]O 5� = 66T/ i= 8852' T= 2J9925' f T= 2/864 ST = 90AY ST = 90J2 T= 2p5PC �'�TMI ��c R= 1.430qJ' R= 2�N" R= 11.45916' I R= l$6pp0' R= 9650'J' V= 64 MPH V= 94 MPH V= 12 NPH I V= 50 MPH V= 40 MPH SE = oe SE = a6 5E = 02 SE = Cd SE = ob GRAPHIC SCALE ��s33aa-ss>> � wnKE 50 3s o so ioo �qRFo� e 11111� o PLANS 1n50N T � e OCrOBER 31, 2013 0 $�'\ 0 � "� r \ a� � v I � \ � � �� � �i \� \\�� �� ��_u FOPs � � \� � �� �� � �� ��� i gQeM � 87 P�� 26�8q9 / /ti /^ ti� s � / POgjN E �g pq�g P�PK�N � IlII / SPECIAL NT DITCH ""@ SEE DETAIL B -RP4A- SC Sta. 12+64.90 `i�,\4\_�,� iaos.r..,. I N `_� � - '_ �► _ _ � �/Q/-�� � � N ,_ �I - _ -_ N ~ - - _ w -L/- --= � M =- � 17' - �� _� _, � -p--�- � \ ___ — V -Q _ �► z�T O �___ W s �V - ~ - - - -- ===-4 — 2 0��0 �y 'o N ` IN� �N'�403�91' —L � ��T'40=.0z� � - _ R � _ -- �' r^ �� � _ _ ______ v, � � � _____ _`_-_______ __�- � ---_ — � � o N �� RP4D- W - �� _ — -- — � �a — -- _ � 82� 26' S3.1" by __ _— � -- Z � -�`' — ------ __ -� � � ��r._�-• � — --_ ____ _ _ 2 �'���,�.,' ��`�`�-'�",J�-� –�– ' – --_ U -RP40- TS Sta. 12+00.00 �� ���'��7�`l.� � �� � \ � SPECIAL CUT �ITCH -i'-' �'U��^�-1;'� �2 SEE DETAIL B \ ? \ \ �T -BI, Hiw MON \�\\ �� �r \ �--__ / � � � �� \ \\� � � �iZ \� zii_ � 9 �,' -LI - POC Sto.159+50.00 = �T Sto. 10+00.00 (47.00' RT) � ae / / -YS-/POT Sto. 10+00.00 �� R��Y � � ��� g �p� SS! � � �\ � � � ,��� -RP4A- CS �'td: lfl,+�4,�s�-- `�"�� �� ! /// -Ll- POC Sto.159+60.12 = ��� -RP4A- PC Sto. I0+00.00 (47.00' LTJ / 300' rqP� F, �� SPECIAL CUT DITCH '-`�i;�' � SEE DETAIL 8 . � � � �8" RCP �_ �� _ `"��-`�.;-^. .. . . RETAIN 2GI � _.. / � � _ � =_ _- )i REMOVE 15" RCP-III- �, "4�I.� � = _� /�¢ -�� RETAIN 2GI �� - �_ __- -- ---� = F/�40�/��B -- DI`��i a'/MH -------- - � aP- - . . . . _ . . . . . r^�,.�-�.'` q Z INV � � 03a 4n RETAIN 15" RCP-III - 'aII� � Riµ M0�\ � / _ __ � �.�-� `.�-`"" ^N � \ �� MpN ��1, CEUN�V S� \1 ER I � NTENN�q ry W��D gM 2 ��FONzo3�N�MS i!J . � al I -RP4A- CURVE DATA -RP4D- CURVE DATA Pl Sta l0+12.45 Pls Sta 11+78.89 Pls Sto 13+60.05 �= 0° 07' 30.0" (RT J 6s = 0` 36' 037" 8s = 4° 24' 26.5" D= 0` 30' 07.4" 6s = 7° /2' 03.3" Ls = 240.00' L= 24.90' Ls = 240.00' LT = 160.05' T= 12.45' LT = 153.99' ST = 80.05' R = 11.4/Zl6' ST = 8633' V = 73 MPH SE = 02 SPECIAL CUT OITCH SEE DETAIL B O � � PROJECT REFERENCE NO. SHEET NO. � iiiiiiiii � `'= `� %% `�=��� �`+ - , IIIIIIIII g,�y SHEET NO. ` "` � � " -" � � IIIIIIIII ROADNGIN DRSIGN ENGINEERS - . .:'�� -'`�'. IIIIIIIII „ „ , , �o��H CARO���� �o`�tH CARp� �� 'ri�l��.. ���II •24poFE5S/pN:s�. :2:�oFE55/pN:�v�. �ii; - SEAL _ ' � SEAL _ ? 029473 ; 36188 ......... ,, JqF�,C I NE`�i�,�,,��.` �4� iy��FNg I NE��e.�,,,p� ,,���u�iuP`��, ,,��( �uin.ER��, STAT�e�o N��PC �qRo�l%V4 l'ROG��FG MEDIAN CONCRETE 'ARRIFR .N "�r`"r`w, �.r-wr-�„�-�..,-�,.r -JE�TAIt�• zU" RCP ' _ � — -r.-' _ _ —_ _____-___---__-_ — _-. . ___ �-_ -_ - � � -- --______ _ ,�-�,� —� 1—_____ � � -' _ — ``,"ur-�'�,.. _ � — / S 85°0/�j8. 9/.Jy. 3 �/ti �� � iaao vnRrecE wionv es7 R -II ��t���-- � SPECIAL CUT DITCH � SEE DETAIL B i ;n^°-y��'.ac�`. _ ��r.n,-�.,-�:n.� INV IN-388,g1' 2GI NV IN=3E8.6 _ INV OUT=388 6___ 30^RCPR�AJ _ FUTURE AUX.LANE AND l2' FOPS � �� -` —_____ __ =�r�= --: liats--__�_�_ =___ � I� n — — —� T 18 R� tit �l-T�i9gv _, ' _ _� _ � �� _ �-�y „ I �y n D--_— _-_ --. -a — --c� Tur.395.�'--_.----_.-__ 2GI p�Li �� ACCESS � \ ^ v�,�-� ,,,sn.,�,Fy,o,esRis � ^ r_ MAR�"` 900'ACCELERATION (pNF `SPECIAL CUT DITCH 1477 ^ / SEE DETAIL 6 �ARKER ____ -Ll- POC Sto.l6/+84.03 = -YS- POT Sto.12+78.15 .. � .��:- -.� _— - - --.k�� -X�. - -YS- POT Sta. /5+38.6` ����-� �,� _�„�-,�.,r�� .� ���,�;r� �:r,:Jr���,ti a �� °�j��4�� �_ —�'-- X��a�s�c�a��e� c�`, t � � __ =__��J— ° �� � _— � p ^ �� \�o � �o � GlL —_ FOR -Ll- LT PROFILE, SEE SHEET NO. 56 FOR -Ll- RT PROFILE, SEE SHEET NO. 56 FOR -RP4A- PROFILE, SEE SHEET NO. 93 FOR -RP4D- PROFILE, SEE SHEET NO. 95 N Z � i � � � C C C V r- < �' V � I � r � LL W _ N W Z J _ V H- � -u- cuRVE oarA Pls Sto 172+5295 6s = 0` 36' 00.0" Ls = 240.00' LT = I60.00' ST = 80.00' � � Z 78 V ��i >., PROJECT REFERENCE NO. SHEET NO. � IIIIIIIII � '-� r�' % -�-��� �-� - , IIIIIIIII g,�y SHEET NO. ` "` � � " -" � � IIIIIIIII ROADNGIN DRSIGN ENGINEERS - . .:.;' . »..._ . ��������� n „ , , �o��H CARO���� �o`�tH CARp� �� 'ri�l��.. ���II •24poFE5S/pN:s�. :2:�oFE55/pN:�v�. �ii; - SEAL _ ' � SEAL _ ? 029473 ; 36188 ......... ,, JqF�,C I NE`�i�,�,,��.` �4� iy��FNg I NE��e.�,,,p� ,,���u�iuP`��, ,,��( �uin.ER��, � � O O � M 0� � Q � t/) I � J � � r � W W _ t/) W Z J _ V H 2 �57 � � �� �--� � - ��- -�%� -��\ --- \ -_ -� �,} � � � � -----�\�� � �o � VA � �, `.� \ � � ��� � � r,,�,t� �� �_ _--------- ..,-.�, ,. ; .�'r�v-�.,_,.,,t�ti�,.,1"t "`�,'�, _ � � _ � _ _ -- -- -- � �_,,,` r � �==`���' x--x- _� �--,� =z= 0 z 0 o � � SPECIAI CUT �ITCH -. REMOVE CONC. WV=361.65� � � SEE DETAIL K \ COLLAR ZIIII M � � w m - "i,r^.i- �✓�+r� :- . , _ � � � � �.;�� �`:,�+i��v�';.�. . . . . . . _ . . . .. r � __ ---- - ----_ ---_ 1604_ II� ► > - > > -- L- Q - Ex i 1604 � N a. F(JTURE AUX.CANE N AND l2' FOPS � a � �u 1� � J� N � o. _ - (ieoz� -=- __ -- I N � �, � 18" RCP-III UA AIL TB 2GI_ _ s � � -��- - - - -- - - -- - TB 2GI TOF-=35490� r �► �� `1603� ��uV ol� �� _ �\, � _ - � W ' � �, N w � FuruRE Aux.�nNE •�//Q 2 N AND l2 FDPS `"���� � PROJECT REFERENCE NO. SHEET NO. � iiiiiiiii � `'= `� %% `�=��� �6 - , IIIIIIIII g,�y SHEET NO. ` "` � � " -" � � IIIIIIIII ROADNGIN DRSIGN ENGINEERS - . .:.;�� _ »`.- . IIIIIIIII n „ , , �o��H CARO���� �o`�tH CARp� �� 'ri�l��.. ���II •24poFE5S/pN:s�. :2:�oFE55/pN:�v�. �ii; - SEAL _ ' � SEAL _ ? 029473 ; 36188 ......... ,, JqF�,C I NE`�i�,�,,��.` �4� iy��FNg I NE��e.�,,,p� ,,���u�iuP`��, ,,��( �uin.ER��, J rA rE OF N�R i o ��1�,��v_r,��5l2���t7�lq --- - ii �� o // �/ m � j/ �� ; �. / --- --��� // � ."_ �`���-"-�-�s`�� � � � �� �__ RETAIN 2G1 � 8 15' RCP SPECIAL CUT DITCH � SEE DETAIL K SPECIAL CUT DITCH 160 \ RETAIN 2GI 6%O- REMOVE CONC. � SEE DETAIL K �'��-'�:.-''"kir'�u.:-�:;� - :�-., \ . .. . COLLAR .., -.>r-��,.r �� . �.r-�.�,. . . �'�: ;r . . . -i, � -- -'- -� r ��.� ��U�r4�,�ti�`"���� 1606 1'z."rcG'zi)r � ,;,-�„r � ✓ _ _ _ _ �-� ----' - -'' ---�> ----_-' ----_- T, _ r -.---- 1672 2 63.78 -� - � 'T]P-357.8 —� - --- --- d=3e3.a' BL-53� �EX- iNv ou�=3�a..e� � ►- -- BL uT='._05R' _ _ _ _ A1607 _ _ _ . _ 1490 VARIBLE WIOTH B57 AC1 � - - 7 " R P I I I � - 16 0 8 � � � � ; 1611 - � --,.-'-.f-,.--.r-�-^-,.--.r-�-.-.._'�-,.--.r-L-,.--,� • -.r T82GI --.�-�-�-,.--.r-�-�..-_'^-'-.�-.r-�-,.--.r-TB: (� — � ��-- --- -- — — 7- 13 � C __--- �� - .--a .. ---� -_—I w W�,�, --. --- --. _ . .--��---- --- / Zi"�'-'"'t,�„�s„ti-�� r^, ��-�,��. ,_r^,_�,/k w�-���.����.� J/NV'356. // "�`u^LJ'(h�'r�. �-^-_r,�; i-. 2 � SPECIAL CUT DITCH � SEE DEfAIL B � � CLASS 'B' RIP RAP EST S TON �EST l4 SY GEO -� - . . ;t :E- _,x-_ .;t_ _;4.,.-.z :F x ��e ?: -x- <- -- W C3r! � ��i�� �� � N &8°zs ) // ���'� \3,3ps W / � �� � ��/ z � rRAi� w �00 CF�B �g �S�MIN��MS� i 9gg p� � C5 � / \_ 0 + rn T RESP�����`w _ _ c ..-�~ q R � _ _ � ho� 5��.5 �--__ -_ - � sn — __ -�i�, a. i�' --- F(ITURE AUX.CANE @. ANU l2' f DPS N � � �ioro,� �v �"i;'=3ar.'s�,� � � ir� ur��sz:�c- � _ - - - - - - � �,, 1440 VAR/BLE WI07H BSr V ~� FuruRt aux.�aNE N ANO la' FDPS N PROP.GUARGRAIL _ — --.— . __ Li:lrA,�CR L � L � L � —�—_-_ � — _�— PROPOSED MEOIAN CONCRETE BARRIER � 6L-14� GRAU 3W TL-3 ___------ - x� �^u ....a - ---� -------- ------.-_ -- _.. -.._ _--- �'2.,Viz rn �,r^��. C � � � � � CY .,-��^�,_,•,,-r^ti�^w�,_��-�>���-�, r�.�-,_�,- ,s..�.:�-,��r�r�;�-,-�� �, ,-.,.�••,_ ,�,_s.,..� .,_,.,,,�`"J �"',1- - - . _ . . r^'ir'����r+.���-^���'tr^�s_r^u+7-�'� - - . . .. PROPOSED SBG BEG 57A 194+q1 RT k,n- �_ ��, � l N g8�6 5 /�3.g6. W 3 rRq��W � � 00 � °a °N0-°Muv�iu icHrs � CF /999�P�P2//-�28� \ \ w�� \ � N�RiI-IArE OF BMBgRs° P��ry2 A '�99 MON FOR -Ll- LT PROFILE, SEE SHEET NO. 58 FOR -Ll- RT PROFILE, SEE SHEET NO. 58 �' PROJECT REFERENCE NO. SHEET NO. c � • � l . t,J%u� ; � JJ�l �i � � 'r� ///' ����,,, w. ii� � /1� , � ILW SHEET NO. N ��' �� ¢��r F_ � ROADNGIN DRSIGN ENGINEERS ta� y_„ .. _.,.,_ _ I \\ �� - .. .x� �... r, , , � ,,o�aN�CARO���,�, ,,,�oP°H1CARp�oN , '�� �i�l�� ��� •,2::oFESS/pN..s �. . 2;oFE55/pN..-v �. \ 4 l• .4� r• Q7 � SEAL _ SEAL _ \ Q _ 029473 ; ` �, 36188 : ` Q y� •�q:,�NG I NE`�i�,�,,��.` �4� iy��FNg I NE��e,,,p� � Z '��sONM� TP��P �'O�! WEAiNER�� \ uuu uuu. \ \N ?S \Br3.\ SiqTE �� N�RT STqjE�� �3�R �R��l P� 21/4 NA A� �B B/3/F� ����'ROLINA O t' \ + �' 1 � � � � � a �%� o � �I''� � � ;�_z ��� ���� � o � � �< �� , '' � � � v � // O � � � � � � r� -�-�.,-.. � V � � � N N ',�' � �,. ,, � � � � / i � �� ;� � CLASS 'B' RIP RAP .y/r � � \\ / o�% esr ia TON � � ���I � � � � �,N �� �� ��� � ��� � EST 28 SY GEO '�� / � � a ,� r '� .' � //� exisrme.�/w �o ���� E > ' _ _ — � � �_, -�f `. .,-�---,�— f MH � �_ 0 Riyy AfON � _ �.r— —�F—�� � ' OP 3 �3H \ �'-3E—: X �r�,.�'�4 �G�, �-e�`— -�� O O - �,c �� _ �x-��=--A GLA55 '6' RIP RAP _.rt,i�'�' Ir S "'s-F �PM301.8 � E5T 2 TON p ryy 3 E5T 7 SY GEO -,r / 7722 �� / 29 ,�, y O fr i� ., f_ �NV=301.80, m � CLA55 'B' RIP RAP SPECIAL CUT DITCH � O ��r� ,�- -- -- X � INV= EST 2 TON -CLASS 'B' RIP RAP Z _- �s y _ 3o i9� � SEE DETAIL K � O r� � 7 5 � �TOPB��W 4 ULVE �N - 03.92' � EST 7 SY GEO EST 2 TON O _ _� ��_ N . . . _. � . . - � - � - 02. �l � N EST 7 SY GEO j � _ _ - y _'r`^'� _ " � - ^� c � .,�`-` 85CYTAPER yn' 6 9 m 1737 � + � ��' - � R�. � - ��31 .- ,' , BZ 7— BLE r0 /1733 � �-- r� PROPOSED SBG �I _ _,is .���cATE aiPE N \ ,Q , cnTE aia� �I�� N„�/y .-�-�:nti,-^,;,-�;..;� . uNao�E ro ��� r'�,�---- � r� oJ \ o p Q ta��aie FiPE PROPOSED SBG � � .. BEG STA 198+82 L7 II- iN�,, UNneLE To O .. _.. r'.; ,�� �nd REMOVE OR PLUG-FILL\ u�� -N � II�- M �� "''- .�EA� SiA'�}5'�'�i �"��.:• . .. . .. � � � Z\ u � .Oi i , ZZ9- p� RE QV�E �-��'�' � r ��n;r�;,r_, "``"'�'�_ _ II� I ' P�� � II ���CtSCrF�LIC _ _—_ -- - _- _ -- -_---,�-- _ N 4: r - - . � ' �.s � �;; �,�r „���� ,, ' � �w, �� ---- ��`� ����`w��- �_ �� -- -- `�— _„� a� �i� -� izFOPs „ y , - - - -- -- - Q '-- - _— .. _ _ �_ il-� _ '> . � — �IIIVV. 36.' INV=33423' - .. -. - -� . .. . .- _. - ' _ . _ _---_ . �'----_- . a� � -�� - INi-,4�. �-5�' iNV-339.7 ` � .- � — - _ti.IIAFFH � -� _ _PRLP.G(ANORAiL ' _ � _ __ _ ___ -- �RAU-&50-7F.-�-- � 8:l7APER � � 1719 2GI 1721 2GI V28 2GI� � Fj, 773 2GI 1732 2GI N � � , � , � � � �ti � � ---------------------------� '-----------------------------------------------� �--------= I � � � = ,�4e�� - � `-� V��i F� � r d � � n _ _ - _ � � o � t� a cu ���A o�� N J - - - — � �- - — --- - — - '- � _ - - I � o ' ,r � �� .1716 . 0' 1726� 15' RCP-IIIN \F o� N � -L�- -- -' -- ---- '-' � 15"RCP-II� GI^.TB2GI...-- - ,, � -� N 75�QQ'QQ.Q°ETB�2GII TOP=336.81,- - � -- - CULVERTPRES - - - -- - - - --�- - - T-�-�- - - - _ \_ ' ERVATION -LI- � w r � r, (1777 T �. � ' --._,' �� \\ SEE DETAIL H N �� N r � INl 1�;40.67' �1725i � . ~_,r . .� /.�� �_ _ i\ . .-.yy � - _. . . ._- _ ~ N � � � N W V..� � � W ina O i�za FuruRE aux �nNE 1730 �\ a FuruRE aux �aNE R W "'� 2G1 2G1���� PROP.GUA RNL AND /4'FDPS N ZG� A N AND 12'FOPS � _ _ _ _ L _ _ _ R:/�IaPER ---�-_--. _ -___ N � �-�-���-- ,� � ��—pT---z-- - � _ � — - - _ = - — - - - - _ - - - � — - �� -- - - - N --- --- --- �� -- ��- ------ � � --- - �-- � -� , ,���� �.,���� �,�-�,1. �, _ � ,r � � .� �-�, � _, t � ��,�, -� — _ _ _ _ _ _ _ — - - - � - _ T � W � � �'� � � �,-, t � � � � ^, � �€rt� �� � ,_,,, � � _ 1736 ^ir• � _ . � .,._a > .. a REMOVE PWG�FILL �`. _ - -- . �^--r�'� `.�^'�-r`'.s�''-�.` �� - . ' W �, . `� O�EO MFDIAIV CONGF�t7E �' .� - C u � x,-�n i� �a / = _"��QP�.r-��-�r�w�^,�� �,n,l" ;� - -� �`" - ^L,v,, � � ----- - ��,� ns��, � � Z SE��AM �IGNMENT �- 1739 ���ED SB6 ���1 . .'i;. . �.�. _ __ _. � DETAIL SHEET� AS �� \ END STA �+7'jq R7 � �� 1' 'f� / J J II L ZB- ��� � V �NV_3,� --SPECIAL CUT DITCH 2 1715 � . � \ CLASS 'B' RIP RAP � -CLASS 'B' RIP RAP = II To B SEE DETAIL K ti0 INV=304.48'ii N� -3�o q \ � EST 2 TON �' EST 2 TON SPECIAL CUT DITCH J (� V '� - '29 ; , 5� \ 1735 � d - EST 7 SY GEO EST 7 SY GEO � � -CLA55 'B' RIP RAP SEE DETAIL K t/ -CLASS 'B' RIP RAP � / > 124 EST 2 TON � d ,krr`vr4s. � EST 7 SYO GEO / 5 n3� � �� SEWE EST 7 SY GEO 1731 � �"�"''� . nEt � �,0 '� .� � L \ / MA�N � CL455 'B' RIP RAP - : r — f �. � � CLASS 'B' RIP R.4P EST 2 TON c� � " / 'a EST 22 TON EST 7 5Y GEO -_ � � —�� - � - � X x / -- � /+ � � esras sv e� �� �_�� � -�- - � ; �' �' �m x ����� � Ei o o� ���� tlP \,� S� E �q N `o F, k � > A` — '/J O1� � m� ���j/� � I Z ) R MON • � �v— �� � � S� �� IN 'v l�P � ersEM[�T -\ s'a< ti �) �ND 60' CMP 'Z97.99, „ � —� 5 PG 2'9aE � E ,� 9� NkN N � \ � � '2�-�n � / / �� 3 I9 �v IBURIED�PIPE> r� � � � — �E � � j� �B \P NTOFFRFY GEORG I Y' � AMIRA S / � , / �15 > SSM. � w� � e � l^� h 1988 p �5/9 ti �OB P�NiO Y BM 48 �J�E e�� i B �� 55 �EY � . i OO �� ss G E l3 H � i� B NA � . _ �SMH � oP_ J t., 7�' _u M`° . �/093 4, Bq,/ 858/p� �98 p � 92 _ F DY M�98 P� l� / � 3N sn � � i - a° Kh � ACK � � � �.�, o �988 �5/9 � lOg S "^�'i 8 PG 2 / - S.I9 �' Q�ED °�' OB CqR�IS W � \�,o �,o. PG �093 � ��E Og �, i h� lU 3 B� ��_N �AR�EN� "'°_ ' �6 // 9NATlB `" M �5y� PG 5 � � gU YNE �' �E� MOU �i � � �� " ti q / \ ;'�?� BM �J,R P%2�19 � � �� � ��2 � �\ � y^� Og �6AI�Fy RTHY �M qgg p�G -� 6 . M�9oga�pGR B�yM��AME � i, � �� �'�' � S 3. ,` � O s P� loe��� � Q �� � C�, \ �— 7�#G� ' M 9885p�G E43 - � � � P� /09 �C��g34 � i i� e'�Nea a'>oo / �92636F e � / / � �, ��2p J e `\\��� \.� �r // 1 / /093 � 9 A ss 9 � _ , . F � �g� � � �� ��^� ���� � � FOR -Ll- LT PROFILE, SEE SHEET NO. 59 / \ � �� �m� E /� � oRCE cE�R� �EFF FOR -Ll- RT PROFILE, SEE SHEET NO. 59 � s g Pl � RfY =i OP-3�5 �lM����HARU N 85°I3' E � a�� e�g/ 8�j0F5gEY BM �9 � PP� /09J ; / 04" q� OB�� PqRT��INT 127.28� � � ��3 � � N � , / BM g9q � /963 HlP � � Qe � N � w � � c � � m � � \ \ �, \ �2. a. 26 �6. Op, N 3 \ /m SrQTE �F \ l oB �si��� r2,�ARo��Nq ��� �� �N \ Q \�3� \ i �9- \ O �693��W -� \� a�w MON N o . � A �_ �j( p R�� � � — —��x � � �— � � PROJECT REFERENCE NO. SHEET NO. • � . t,J%u� ; � JJ�l �� , ' ///��� �" r y ///rrr��yyy � ILW SHEET NO. I, � � �{ /{' /� � . ROADNGIN DRSIGN ENGINEERS .�,'.� V�IT� , �� J O�'�r,CARO���� �O`��H,CARp� �� .�24poFE5S/pN:s �. :�2.poFE55/��,:-v �. _� - SEAL _ - ' 4 SEAL — ? 029473 ; � 029473 ' �i ,i `c�,�.l NE`�QC� ��.` ''`��'G I NE`�Q' . ��'�qs�NM.TP���S ���i��qfoN�..tP``,,,�•,,? 0 + \ \\ � i�--_�_` � -�- \'�'_. _.—__— _ \\ `_� ` -��.TN �//� / � � _— =/� / � � "' \�— — _ `` ���/ � —�'� �— � � — — ��� �� —�-- � � � � � �� �� t� . . . . . .. _ . , 7 � ��c�-�'£� � � � Ex��,�N� , �, � � �'' � �� �� �, � O ��'� � � � � n O O \ � y � � , �, � � w,�,�r� �;� �,f O �- SPECIAL CUT �ITGFI �,. �`^� t;f � ,n, 4.� �-} O O .� / SEE DETAIL K � � ��``' L.f SPECIAL CUT DITCH � - O + � �t - .. �`-`' w" SPECIAL CUT DITCH � � �wSEE DETAIL K /)tJ" (Ai�'�if � � 1801 .:,ir 7. . ' � �'r . � � �.:..ir�"" SEE DETAIL K 4 . N --- � O .� � � � ,8as � -- ---- � ,8,0 � , � �� � � �, �� �� r . 2GI� tiN C __ 2GI ------- ----------_ 2GI_ _ - —_-- -ol ------- -_- (V C =�- -oi - --- --- --- --- --- --- --------z� — � > > > > > ----� _ —> c + ► > -- � �OP3_4.20' TOF=31b.29' TJP 308.3�' N � INV OIJT=318.99' INV OUT=31248' INV OIJT=30533' � � PROPOSED MEDIAN CONCRETE BARR/ER --- -- --- Q�_---- ... ----- -- ----.— . -- -- __ . - -- ----- _ Q --- � d ;^ 14a0 VARIBLE wlOrH B5T � VJ � � .. : c� m � ZU � � __________________ _________ �/� `' � �l `o n �n N �� V / � ; � n = = N � � — � -- ,— �_ � o = � -- -- ---- � � �� J �, � � - - iaos — — — — — — iaae — — — - - - - - — - - - isiii , o � J 15" C P I I I B 2 G I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r. . 1@ l 1 @'_ � _ 18"RSP-III I ` ;-L�- TB 2GI A . 30" RCP-III 30" RCP ` - - I` CP=?25 SC 24" RCP-III � - TB 2GI-A i T8 2GI-A � 36" RCP-III 36" kCP �~ C 780A I INV _J �885' �1809\ �I' lu 3i1.9q' IfJJ Ilr 3. �' _ -i �, � � � � _ � v � o . . . - __ . . 1813 iN iL ' �-.�q� �o ^/ �� miV�tii-=3i,:�� � � r H � � � � _ ' �� � I--' W varrie�e wmrn esr � � � FuruRE qux.�aN � �� � FUTURE Aux.taNE W W �� AND /2' FDPS - - �,•� N AND /2' FDPS W 2 � W � --_ -- _ N _—� — — — -- --_ 8 --- _ — ---- — - _ II - _" -- "H�P � ,^ ��� ---_--- �' '_-- 11NABLE TOe E i - ----- - --- -_- --- �-- > a > �/' � - � . --a -------� � � � _ _ _ = — tBC4iE�l�� - — ' V T- -,tiC C C 2GI OP 316.35' C � '—'�Si-- C _ C W�L.r�,s^,�'='2 r"�����-` Lr, -�rr�`�",-r"-,-f-^�_ 2GI fOP= I , -_ -- -�r^�r+ �r t - Z Adj.2GI -- - . _. __ -- '_ __ _ . ��� .r_r,'�.L-^ti.r+"�-�rM�-�ur" ,- ' � IN' I :o� - .'t� .iJr•ir-�-^�-�?�1'_.�'� ._ ' __ '_ .301'�S..fil'�Jur`Lr±�rr'2F�u�^tr'�-n�,.rYu+ __ __ _..v-r`vr�tr�s'��r+,t W +�s� .- Y SPECIAL CUT DITCH �� -- -_'-`r�"���J. - -- V L�T-312.7s' �"�-1"'-`"'_`"'-,^�'� ~ � 1803 - REMOVE OR PLUCrFILL II ���a 18�2 � SPECIAL CUT DITCH Z J SEE DETAIL K II SEE DEfAIL B _ _ J U �I = >�i� y U � zii � Q iii Q � -':-���- .. �� � INV-369.20' � � n.,�� F P [ ��\4, �r �., N � . _ � ' _ � A8q SNz SN \N om � �O�G 2 p '. e DN GH ��� � 070 EIPW o�P JP -- __ _. .. -- ' _lP �� � i EN __ ,,.� y O � � e m $ ?r I c � � �N E �-X gM IJ�APCAI , � I P�O C���S�R AN -pA ooy EIPO� EIP - _' _� E-- - X i00'LP&l EPSEMEM' BM 1983 PG i// � �s p � � c � -�. cN4 '� � �m oa erP -e�P � � � � � /u89 F,. - - P� � q88 .iP a _ - � � � � - � i � � M \, � {� �,�;�^'��` � 8- P � ` C 1 � x�.. � ,r� ��-- a�w Mor� ioa cv�a� Ens�eM 9 ewER ��.! � — � � eqSFMCNr \� 2�� �L E— � - �ei„� ��'�6 ^�M'a �" °�� � I �� � FOR -L7- LT PROFILE, SEE SHEET NO. 60 \s.g2'"F 3''�aa\ 6 R��HARD q ��H/y 0 , ���Nr c� eM �39�a� ea 9qs�pEy —�� BRiqN �/ FOR -Ll- RT PROFILE, SEE SHEET NO. 60 � �B l3/�QMM�NN 1983 p �3I5 M /9B3 pG ���� � �B ��eTERc kEVI � �� covRiFq �o BM �983 p Z�9j � lI4) �E ✓OHNNY AAR�N �I gM �983 p� 9q6 BM ���23� �p� EAgLg� �� � �� �B q55WTON��K g�q� W KI�C RB �e62�ARi � p �AN�E � � �AVID � PS�ERRIW 8 ��'� 8�"' � ' �, � Bly �98 3 p� � BM 06 p� UP M i983 P� 54i e o04 EY Og �ON, p RIT� _ �� 98 ��� alo ,,, 3 Pr l8 I95? 6fiR ' P� �� BM r S Pr, -, I 9cRn � B�3op �'AR(l , N � � -RP6C- CURVE DATA Pls Sto 11+40.06 Pl Sta 13f76.42 6s = 5° l3' S2.9" �-/6° 28' 067" (RTI Ls = 2/0.00' D= 4° 58' S6.1" LT = 140.06' L = 330.54' ST = 70.06' T = 166.42' R = l,150.00' V = 59 MPH SE = 08 -Ll- CURVE DATA Pls Sto 236+82.32 Bs = I° ll' 39.4„ Ls = 240.00' LT = 160.00' ST = 80.00' PROJECT REFERENCE NO. SHEET NO. � iiiiiiiii � `'= `� %% `�-%�� �`� o , uuuui +,/'�y///��� ��������� ILW SHEET NO. � . J� �,, ���._.� ROADWAY DESIGN HYDRAULICS N iiiiiiiii I�� IIIIIIIII ENGWEER ENGINEER H - ��'�� -'`�' - IIIIIIIII y � � ' , �o��H,CARO���� �o`�SH1CARp� �� \ 'ri�l�� ���II • 24poFE5S/pN:s �. : 2:�oFE55/pN:�v �. W � � - SEAL _ '� SEAL _ Q 029473 : �, 36188 : 2 ......... ,, Jq��N I N T Pi�,,,�P ���i� �i�� ��;rl.l NE�:RSO,,,�.: .�iu ���� �uiii.Ed STATta C52oFp� BqAR�LINA 2 a ( {�{'; 4 S �{` �� '-" '"' �� ��� P SPECIAL CUT DITCH - O __-_--_ � � � � �� � {� �`.��{��,,"�' � � � � ��- � SEE DETAIL 8 "f;� � r E A � -LI- POT Sta.235f22.32 = � � �' � � �} �� ,T�VI t� -RP6B- POT Sto.10+00.00 (59.00'LTJ � n � . � r^, /�. � '.� � �.^� � . . � 4 � � f s' � � � � Q� � � � � �`�^ �ti;r � �� �r��-1"ti-``�� "�^ �� e P AERIAL J1�- r� o �,� ,�,� n������� �� � -� N S ��r� I exisriNc ww _ �� - 5-= ..r � �? Y.' � � ,� � . � t..Y � �; ,. _ -. _ .-�x== `��`e- .. y x- -�x- � __� -�-- � � �! -RP68- TS Sto. 11+80.00 � r,� �����t `� `� . `�� 9. �� x -��� f� � -Ll- TS Sta235+22.32 �y ceraaHsisrioN ��� .�' ,n F�, - SFQNE AT OUTFALL � O � ,2'� �� �t, � OF�DITCH � � O � - - ' W'v�" L.i �. CLA�S '9' RIP RAP � O `�. � SPECIAL CUT DITCH �y `�'� � T�N �, _ Q EST 5 SY GEO � V-2 0.19' - ,n, � �SEE DETAIL K � L O L:l � _„1'" } F` h., EiA1N � ' __ T � r n _ _ �. - r _ �R .� . . _� � . - - 9 � P O 9 \ — - zzz... l�.�n (" ��F�- � t, O � -�� �L CUT DITCH � �OB t-:.� . -- - � -- _ �J' C �,��; _ _ ''�`�' o � �"" pp SEE ETAIL K �� � � � .. . . .. . � ' _ _ _ � _�= �� � M � � : 2GI - _- -- _-_ _ - .. - __ _- -- Bi 4" ♦ - - _- - 900' ACC �ATION LANF 01 � _ - - �t6^ a�P�' �� INV IN82e� 97 , � - _ _ _ soaraPeR c -- -----�-z ---- a� a� N��',�°r.� - - _ - -- __ � — , � _— > �v w �e�.ao� � _----�1 __ --- . _ 12' FDPS �=� -- -- — � � iNv o� =za-�.is'/ -- ------ � � Q 2GI -_-_- _ �� - _' _ _- - _- - -_- __ - _ ---- -- ----- N � - � ' ----- --- ---- - --------_ ---- -------- > - -- -- -- -- -- - OP= �Z.S,� N _-----__-- ----- - N -� I�749� 9.35' _ _____ ____ _ ---- -- ---- -_� =--- _— — N o o i �o N � _ _ _ E-- � �_ � N ------_ ------ � -RP6B- � � - --- -- -- � � � - _ _--_ , • -- -- -- ` � ----- � z . _ - . - — __ � _ __ _ N 75° 44' 00. _� I ---- - N � -- ---- --- -- � ---- m -- - , N �� N `� -- -- � o� -- � -- -- -- - - - _- _ — — �%% � _- - - _ - -_ -_ _ - -------- - _ � ---- _. _ ---- e --- � — / - � � -- --- - - � C --- -- -- --- - ___ �y -- - - . - - - - _ _ - ^� --- - -__ _- . -- - - - I ---I-- � -- ---- -- - - -- - - - -- - - L , � -- --� ,iT. �� -__ ---- ---- - --_�- 18"RCPIII 0 -- _ � _ � 11911 r�� � I �� --- __ - ._ - _ J _ _ ___ __ . . -«_ /� -_�- -� - - _ - - - . - -- ( - - - � . r` �� o �7902 -� - _ � - -- - � 36' RCP-III � 1907 - _ - __ _ _ � O J _ �- _ _ - - '- - _. ., �. - -- .T - �9 P- 5 -- - -- _- -- - - - - _.,�} - o T82G1 `� 5„ P III _ -- ' C-P- -- - _ . - -., . . �rr - �� ;�L 43 _ _ --- _ _ _ �� 1910�g __ 2GI � _ � N -3 ' �- - - 36" RCP-III � \ J ! , 9 --- � � � _ B 2GI A T F 7 --- � � � I ��� �\ TB 2GI-A 'i • ' 1906 _ _ i -- ikk -+r-���. .-- _ C --_-'--- �� � ---- - -- ---- -- -- <- -_ - _ W ... .--- �-__-_ /, --- - -- _- - -- �� --- -__-_ . � INv INit � ---- - ---- - -- -- _ � -� �Jv-Ilu- J ---- - _- -_ . _ ---- -__- __ ________ __ __ _____ _- r�-��� ��FJF�'�'z'iisi - � ___ ___ '__ __ __-- __ _ �y �,� _ _ . _ __ _____'____ � � � -1(1904 � � _____________ �1 - _ � -- - � -__--= G�/ � ' - . � � _— o 0 0 0 0 ��T -_ _ =L7=-� 62.32 r�� �, = � _ _ W � ;� " — — _ 'RPg�,_ - - � i � Cn W FUruRe aux.�aNE N _ _ — _ -- � _ _ - —� _ � j 2 AND l2 FGPS --- ' - -------- -_ __ _ ___� ____ --- ----- - `19 �SPECIAI CUT DITCH � ���- - ---� == _ _ SPECIAL CUT DITCH� W �190�- r 2GI �� / SEE DETAIL K �_ ' + 3'' _ �� // SEE DETAILA � � � � ---- � ' _ __ � �_� � � _ ZG� _> ► - -- ---�---�-_`_== - - -- � - -------- - - � � � - - - - - - �- C � �_ Q r - - - _� .. . 2EMOVe oR PiUG��LL _--- �� is RCP � � -- 300'� T� 29s.22 ""-'�` -- -- --'�-.0 � ^� - �G� , � � � � ��//� � � a � �Q'� J W„�'�n Nv w 29z a, �- �`- �'"l„-� Toa- ,.,,. _ � �'c.`'i � � W �61E l'0� TOP o 2 '�V��'fi'�POSED MEDIAN CONCRETE BARR/ER � -' APER-[NV OUT-2 2.27'� � �`__ _ SPECIAL ITCH � �NV - �l �'� \ / � _ _ 0 28H.2 ' T IP NV N y997 1M�`-"-�-r^� � ' --�j,��-�-�, � CiUT D 1909 � 5.08' \ � \ � . . �`"�"�i1a�i "� §ae' _ � � - � see oErni�B -- _ �^''� - ' P�� � � � `' � � � V iNv ouT=zee.e� y,� � � ��/ o J � SPECIAL NT DITCH V � '�� { �� ���c��� �oP� \ �� \ � � � SEE DETAIL B � � �%� -�'� � �82.5�- V A � � Z 7 ��� -RP6C- SC StaJ2�16.00 ��ih.,^� �� � � � �- -L�- POT SfO. �Z.3Z�'�O.00 = �' CUIVERT PRESERVATI� SPECIAL CUT DITCH �/ � /� �" � � � 'S \ Q \\ qF j \ °' SEE DETAIL H SEE DETAIL B � � � ��-RP6C- TS Sta.10+00.00 147.00'RTJ �, � e-�� °p� � -- -� � i� � � / O � iP � � � � �� - �� � ���P�� � x� � � � �� �__ � � c^V_27 , �� � , � � �� � �_- wi«�q i oB M NEW BM i987 P� o�pE :� �E ��� g�L�Y � .o Nc^ �� �183 pGRo58 R I \ \ � _a P t,� � � -, � E�a �� �- yb 0 �1, _ // // �,% � .irr �-���� �'�� 0 0 -RP6C- CS StaJ5+40.54 � -��-� � �� � � .ti ��� �� _ -�� ./ �8.6g, NORTH��q��F A °g aai� p� uN � rOPs>g5./�- INV_282.87 FOR -Ll- LT PROFILE, SEE SHEET NO. 61 FOR -L7- RT PROFILE, SEE SHEET NO. 61 FOR -RP6B- PROFILE, SEE SHEET NO. 96 FOR -RP6C- PROFILE, SEE SHEET NO. 97 A(1,Arlft � � � � �o, � // � � �p �� � 1 /y � B" �'�o °G �° Nllo - - LT PROFILE. SEE _ 62 6: ��,�� FOR L aM�oP�� ���n« �'_o `,y,'. � m ��°o oo<. oo„�„�"«<<..=�.°aF'o: -RP6B- CUME OATA -RP6C- CURJE DATA -Ll- CUME OATA -Y6- CUME DATA -RP6A- CURVE OATA -RP60- C1/ME OATA P/s S�a l3*4075 PIS/o I6+p�p0 Pls Sla IB*09J8 Pls 5/a 21+99.93 PIS/a 24t5q25 P/s S/a /6+�060 P/s Sta 2/�23.95 P/S�o 23+4�9] P/S/a 256t]6.38 PIS�o l4*36T1 PIS�o 20+02.4o P/s 5/a /4+33.40 P/S�a I]+61q9 P/s S/a //+]/01 P/5/o �5+6615 P/s S/a /9t]991 Bs = 438'442 0= iS52'363'/LT! Bs = 403'537' Bs = IQ3<'39T �- 3812'i65'lRTi Bs = 5'l3'S23 Bs = 5'43'465' 0= 1341'39TlLT) p= 40i34i2lFTl p= 140.5'llD'�LTI p= d5l'S1.4�[ti Bs = Z5/'S32 �= I203'S9l'!RT) Bs = f0p'i83' �= 2Z14'I4SlLTl Bs = S34'S/6' Ls = 240(q' 0= 352'l6% Ls = 21000" !s = 2400p 0= 8aB'S3fl Ls = 2/OOd Ls = 240�' 0= 496'28T 0= 059'929 0= l9Y592' D= 243'42J' Ls = 24000' D= Z23'I4.0 Bs = 334'532 D= S34'S/6 Ls = 2WAO LT = I6046' L= 35B.45' Li = I4004' LT = 16p25 L= 433AZ Li = i40A6� LT = i60D9 L= 286P/ [= 4A52JY L= BWJ2' L= 328.56' LT = i6p02' L= 505.44' Gs = ZQJ.W' L= 62098' LT =/3336' Si = 90.05' T= IBOJf Si =]003' ST = 8026' T= 225J1' ST =]OD6' Sr = 80U8' T=�44p9' T= 2Jl4Gfi' T= 405J1' T= 164b2' ST = 80p2' T= 253b6' GT = il8]]' T= 3/4.45' ST = 6664 R= 1.4�A0' R= 650�' R=�pJqO' R= 5]5100' R= 32I5lW R= 2JLtlAlY F= 2.4WA.7 Sf - H/33' R- i{�WA;I V= 55 MPH V= 41 MPH V= 38 MPn V= 14 MPH V= 54 MPH V= 61 MPn SE = 0] SE = 09 SE = OS SE = 04 SE = 05 SE = CH N Z O � -RP6D- CURVE DATA -Ll- CURVE DATA Pl Sta I0+26.15 Pls Sto 278+94.43 �= 0° 3/' 33.2" �LTI 6s = l° ll' 39.4" D= l` 00' 20.0" Ls = 240.00' L = 52.30' LT = 160.00' T = 26.15' ST = 80.00' R = 5,698.00' V = 75 MPH SE = 04 � + ��, o � � -v- � y� � �\ N � � � � i�� � � � � � � � � � �� � � � � � � i � � � � � � �� i � � � � � � � � � � � � � � � � � � � � � _ �-__� � � � � v � i � � � � � � � � � �, �� � �� ��, --_ \ M '% 'l y. / � ''- . .- � —"� � � � � � � �� - -��#— �'1 � � CL4SS 'B' RIP RAP � \ 'y EST 1 TON _� � �— 1'1' �� EST 5 SY GEO -LI- POT Sta.266+10.00 = � j 'r"''1�,� 0 -RP6A- POT Sto.10+00.00 (59.00'LT) � � Nv=za,.� �����,.;� ; � �.�`+- �' r ----� O _ .��"�`^-�r� ^-'r`��`'�r Y -�_ — ----_ ___ _. -- �� _� -- _T __-�-_-�--_ r� - _-_ -- _ - - _ _-}- �/� � -- �2'FDPS _ -__- W _� � � - - - � - �, .Z - --- -- -- N - _ _��— - — — _ -- � � � rc - - � � v � -T-- i = — � � � _ _ � _ -2108� _ — —'_ ♦� � � - � r - �� o �� __ `�21I15�- -- - TB 2GI � __ 7 "RC � /� - ' - _- / 15" RCP III V • �� � .-� ' r ' - TB �2GI A TB 2GI \ '_ __ ' --- __i'_�-- - _--�� 15" RCP 111 �� rP /.' ry - � = � ��� � � � � 9E - - -- - - _ - J-� - =� -� � � - I �► �� — N � - �— - -_-�► _ - �� � ---- \ \ \ \ \iC -RROI- POT Sto. 10+00.00 / ` � �� \ exsr�� Ai�—�,,--=�--�x_ � �� _�-- - - _ - - ---x---- +� PLACE TRANSISTION STONE Ai OUTFALL OF DITCH � _ .,- „- ws��;,-w� -., � C ' _- SPECIAL CUT DITCH SEE DETAIL K SPECIAL NT _ r; . SEE DETAIL K �_ _--__- 2GI - �� I I- _ � __ 0 �► o N _ __— . __ .-- (V - �► -RP6D- a, -- --- ------- --� -_ -, _� —� �-� 2GI W� _ _ — 1 � — _ _ - _� � — �,1,�, � ,.,, ,r., ���rr � �^u" W n — - - � � � � � � `�''`�'' „'�'� v � � T - C �il �� PROPOSF_D MEDIAN CONCRFTE BAFrRI,..R N _ � SPECIAL NT DITCH y, F�: �iwwzq .72� SEE DETAIL K N c0 ,- SPECIAL CUT DITCH o y� E DEfAIL K W � .�,�",� � � �-.�^�-�y- � . � y. ��" ; 1g A w MON � � y- � xt �--ax � � ,���X� � ��/ E` �-U- POT Sto.267+10.00 �_ '�- - �`t*�=r,"� � / j� _ � - �6D POT Sto.10+00.00 (59.00' RTJ r � -RP60- CS StaJOV-52� 0 � � �. �v.r -.;��`"'�. "",���'�� ���; ,,�r - � ���r����^� \ �x� x \ �� � k� � �� \ �� � � o No � � ��9y� DUNN PROPERTIES LLC DB 7976 PG 841 BM 1998 PG 390 �, BM 20Q3 PG 1400 �\ TH LAMFE COMP NY INC � �B 1300 PG 5 7 BM 1987 PG 61 �w y\ � ��� \ � � � l•5'�9 W N���yy6' DUNN�gR�P�R pIESB�LC BM 1998 PG 390 BM 2003 PG 1400 � � � N PROJECT REFERENCE NO. SHEET NO. � iiiiiiiii � `'= `� %% `�=��� �� - , IIIIIIIII g,�y SHEET NO. ` "` � � " -" � � IIIIIIIII ROADNGIN DRSIGN ENGINEERS :;' »._ . uuiuu „ „ , , �o��H CARO���� �o`�tH CARp� �� 'ri�l��.. ���II •24poFE5S/pN:s�. :2:�oFE55/pN:�v�. �ii; - SEAL _ ' � SEAL _ 029473 � �, 36188 : ......... ,,•iqFNG I NE`�i�,�,,��.` �4� iy��FNg I NE��e,,,p� ,,���u�iuP`��, ,,��( �uin.ER�� f AVF�D �HGUI UEP � �� � �� �;� r � �UPERE��VATION ROTATION �� � � � � � � � �� � � � L- Sta.275+45.00 MED LT TO 276+65.00 MED LT � �� �� � � � -L- Stae 275+50v00 MED RT TO 2%6+70e00 MED RT �� j���� �� �� � � �� � � � N� a'w r � � �- �' � E+s'� �,,1 „ � �i � li��" � � Ex � �.w � � �- 4.- ;--;� � � „ � � � � �� SPECIAL CUT DITCH �\ x x X�x —x F���,X� � � +� SEE DETAIL N �� -` � ' w / � CL4S5 'B' RIP RAP � �'- -Ll- CS Sta.278+14.43 \ esT n roN �� '� � �-{- y '��'i� � EST 28 SY GEO \� � � ,'7 �� � � z„5 � � � 2�i oi �\ �33.62' i0V 2SA;]p' __� - 'JV OUT�='L,SI.3 L\ - . — — — �— � n` � � 51 3 � 75" RCP-III -� )u 245.45' _ 7B GI lii� - �RET�AIN�- - - -- � - - 30 �r' �=tr _ - �� 3 .11�"�r^��'�`1 / s :s.�'�6 �VVL�`�i 2„� � �� �44. ��, �-' -Ll- POCrSto.276+12.36 = -RROI- POT Sta.14+07.62 ' SPECIAI CUT DITCH SEE DETAIL K E�e �"�_� -----, i TIJRNER INVESTMENTS LLC DB 8261PG 990 BM 1988 PG 1231 �, � , �_ o � �RFMCVE _XIST. 'NV4vpg, O � � cunRORFli� , • � P�� p�� O C �I �"`"�"'-k✓-ti;-.'�;_.r, - �'��/Q� � -� � � TOP 2 l 91. WZ:._ ''Jrt.tiry�! . _' � }--�8�lT,A�.€E�a � .t:�- _ � O \--- _ _ -- �6� PAnrGL498O86lL = ;U4�R.,iL rRA19�350 7L-� � N _ = O � - ---__ . -''`r -p,�FR=" _ W�� - � I � — _ / _50"� �0= � h - .44„ VAHIB(F ylIOTH gSr - � \ \ r ` y,� �= 1� � 1� -� '+ — 0 2 �o �� N� � /z,�, � � . �% I — 2124 0 � O �� �� L� � � v -ol r TB 2G1 - � ' ^ 66 61' � �' .r.�r TB 2GI --- - �/� � �_ � �� _� �i / iou 2'47.5 � � �� 15' RCP III - _- , . �f � 4 - oA7B �G� iNv �� q. _ f6 2G7� -c�r- r � � . �liRCP III � _ ' � - � � `� TB 2GI - _ � � � ' �P � �5 �3-1 -� =--� _ �� A� RCP III \� � � _ _ �- � �+q a� �so - -� : � - - -� - �— °' � 1 > �Ak�� w�orH B� a� �� �► N 1 � �_ —� -t� -- �/.� o N - � -� - -= ��r— i � o �► �� � N - -- ���� � �� -I N t,�. RET.41N3 2GI AiNP ^50 T_ �� � N LN 8;X 3E� ��'�-� - � � � �'LIIW �N,,� n3,4 ��� ( (i �`PCa,Et�, CF 2GIA �OP__ "��� 'at`=- - _z � 2118 ��JV ff��4�� \ � . �9650' v -i' � o \ti �N� �N_ `. / � SPECIAL CUT�H \�' `� �. � 2127 INV OUi42 2 2I rt 7I C � SEE DETAIL K ���� � w� 6G' � \ N � � � � ���M��� _r k W ` x ��T+�+ � , O`� \X `^'� 1 _x— X r , 1 ..�"-q `POG� �\_ �} X� V � � �. x�X�X_X� � � ' ��� � ,,,v,� �-- � ��� � � � ����� � ��\ � ; O 5� �f� \� �� J & S WILLIAMS LLC � 3 �B IAI35 PG 2205 � �s�, BM 1988 PG 1231 \ � � � � -RROI- POT Sto. 18+32.30 FOR -Ll- LT PROFILE, SEE SHEET NO. 64 FOR -L7- RT PROFILE, SEE SHEET NO. 64 FOR -RP6A- PROFILE, SEE SHEET NO. 95,96 FOR -RPbD- PROFILE, SEE SHEET NO. 97,98 � c � � m N � � -RP7B- CURVE DATA Pls Sta 11+66.73 Pl Sto 15+52.9/ 6s = 4° 50' 2I.0" �= 23° 08' 0/.6" �LT ) Ls = 250.00' D= 3° 52' 16.8" LT = /66.73' L = 597.57' ST = 83.39' T = 302.9/' R = 1.480.00' V = 55 MPH SE = 07 a�� � � c��P � 6���� 35 O 0 � � O O r^ � ^�NS i.,,� O ��.,�� � ��y � � �� ��f� � �� ��� �" � �� � �y �� � �� �� �\ � � � � � � � � �'3i'� � � � � ;�^� � � � � � � � � � � �cv� ,y y / � � � � � � � � � �� � � � � � � � � � � � � � � � � � � � � � � �� \ � 'y � �'l" S'."2 .y, � � f'.� y- � 'y � � '�' � y, � y. y- � �' � � '�' � � � y, �Y- 'r � � �" �.y � , �DEPTH OF EX. CMP IS � � ��'' y� 4i' 'l . � -y 'L � � y. �'- '� y, � NpT KNOWN IN THI$ � �� � � � � � � � �� � � � � � � � � � � � r �lo'cY.r�r�. coNrancroa ,y 'y 'y ,y -y. 'J- 'l' � .y. �', 'J- '� �" �y � �1 '�-i '�Q,_ CONS',�iRUCT BRICK � 'y � '�' .sy � 'L - '� 'J" � q, '1 '" -y. Y- ''� / BOh`.�TO D�RTH AS � � � � }�� � � � '�}� � � � � � e� NEc�ssa�gv is"�� O - �� � y. 'l � 'l � � 4r' �l, 1' � 'l �y � �y '. y, _ �� 'l J.� PRO�d� & EX. PIPE. � � ' � � � � � � �� � � � � � � � � � � � .� `� � Ll-� Pi6T Sto. 286+15 00 = ' 0 > � � �� .� �� � � � � ��� � � � � � � � � � �-l�7 �T �o. I0+00.00 (59.00 �. �a�'���' � - � � � �- � � � -- �,a,�- y 'l ' � -- �- �� � � �i .� _ � � � � � � ��,, + -�,a,M,.�_ �- -�--�,M--� -- _��+ � �y'� � INV=238.62' - � F - � �a,M/ n J *M-391 O .. - - � I/ '�.� _ _ , . .. _ _ � � �"'�"`y� �N�NAREA 2A � SEE DRAINAGE N � ��2 GiEGIN AREA ZB T 81 ETENANCE Q � � 4 , _ � 285'�OQ.O `' ��, N � o° %�o- ''���^ L/ � �"� �'�'J � � �.�-k;r� _,� �, _----- --_ -_ ..-.- 4t ----- -- -- --- - - -- - - � N - — //-- _ _ _ �". JB' w/MF� a"-,`,+`":-'� � 2 2216 N i� � � � ' r _____________________________-_____ � � o C-` � r � p�• � J N � (zzta, � �, � ��� �— ��- � —�— — _ � TB 2GI o � � -���- i = .. — ---- - ._- - -- - - = y - . - N� _ ��L - —�—�--T--�—=—_� _— -- �_ — — _ � � �— " ----- _ H N �—► I W � � Ni N N o. o�� o �.�..� N � I � � N -- —� --- -- �1 W � '_-__ -_____ ._.__ ' _. _- .--'-- ___-_-- _-- _ -___ � ---- --- ---- -- Z � v� PR� 5 MEDIAN �ONCRE7E BFlRHItR �� �' bQ� - - . . _ �s%� . J vr�v"v.�". .. .� ..��^,^v'ti'1'.�"�.�-�'ur''1^'"f?v�'u"� M,�4BEGIN SBG . -LI- ST Sto.280+54.4 � ''�'� � � � -' - --_� _ -�� srn zas+sn __ ' £�`� ` � � U C'� � � � �- � � �'- � '� � �" �'-,5� Wh�B�WS�� � Ma ���X�-TX��=X:� M. � �- 'l 'l/ .- ROL� & WG i�,.�+i �, ' '" 1J'� 'J-. � . L4i1L4E�LORS � >� Z - --x- � c-e� � - — �;� i -x- � � �'�� PREFORM�jSCOUR HOLE -� OUTL£T' ROTECTION CI(A'S5 'e' RIP RAP \ ESif 8 TONS �E�T 16 Sl(,{>EO �EST 25 SK�P$t11� 4 SEE �ETAILFiSHEI � £`� \ � \ \�� \4 \ \ \ BEGIN SBG -U- STA 286+00 J �_�L_�_�_�L_�_,� i - -- / _ �yx'v l � - ti _ � m^' � 2229/ ,� L /m �+¢ �', 5�1 y-I �� � O -RP7C- CURVE DATA PI Sta 14+0278 � = 5° 25' 33.5" �RTI D = 0` 40' 26.6" L = 804.96' T = 402.78' R = 8,500.00' V = 60 MPH SE = 02 ♦ „ �!! is 0ti • IIIIIIIII uuuui uuuui �� ��"' iiiiiiiii - _ uuiuu +GRA�IITE RSs��� ���� PROJECT REFERENCE NO. SHEET NO. i �, i r�; i-�3/i �,; ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ][�ff8b;]LRI�1[IIN.S\1E3�Y Il�II,t1�N5 DO NOT USE FOR CONSTRUCTION � / / / O � �� � � � � � � ��� �}S R� � N � � n8�, i � / �� �'' X%�. O � �� �CL455'B'RIPRAP-� _���� O � — / EST 1 TON � yi /� j — — � EST 5 SY GEO I �� O / % MEDIAN V DITCH N-/0. % / SEE DETAIL DSHEET 2-BJ � ✓ ��`` "M 386 F / SEE DRAINAGE � S� / MAINTENANCE TABLE � RP7 - Sto. 12+50.00 -R� �N / -LI TS Sto 290+46/7 \,;r ti � i r h��=zs�°�� REMovE risr � _ r � � 7� 1' GUAHOHAII � J " - � - _: _� --_ , -_ 1 22 "J-�;'n ;`�`"-�� �-� 3 _ n"� _ — � — r� _ ' . - -, t- --� � � -_ _ F-�- - - -- — � ___� � ��"��.� .���— _ _ _ --\ -_- - - _ _- -_ �.-:�- .YL,-^; 4 �� � �� �� CLASS 'B' RIP RAP - .�� B2 Z EST 1 TON y'l �� EST 5 SY GEO i ��- y�,�; Nv'� os� g��� I � . N �4 22: �� -� �`' � /� � I R \� � --_'_ SPECIAL LATERAL V DITCH - SEE DETAIL 85HEET 2�,-f" f y � r - � f ��,� ,� -�r �___ '. REMOVE � � S� � � ,�`1 � � � Y' j '. / i � �� ,-% -�/ jj REMOVE � �� i , / _-� � , -�-�--�--i—i-�-�--L-�-�-�--� i-�- --- -- -- �-- N — N — - - � -- - o o- �zzzo � � �, � � o � -- ------ �2230 ._________T'_____-_~ 2G�-- -- --- _ 222 ._ � _ -_ --y_ �-_'-_ - ----..3�}- ---�. - �`-_-�- -- 6 �- � ,- � � -�-Lr^ -±�.r!h r'*�rr. �_,,,�,r�,��" �{' i_ . _rr-._r�''�-. ` _ - _ � -- -- .. . � 15" WiELBOWS, -- ���'.`i' �`�� PEMOVE EXIST. I ROD,B LUG - � G.IPh �FrA�L CONNECTORS � 2Z2 -Ll- POT Sto.287+90.00 = �s w��aows, � ROD, 8 LUG -RP7C- PC Sto. 10+00.00 (59.00' RTJ CONNEQORS — --- _ � A W -- -- _�— "r W '� -_� _ � `� � ' � � � - �y N ---- — W --- — 7 ` __--_ �� -� _ � o - �i � �'. . - __ _ � , ������ �' �� U � CLASS 'B' RIP RAP �' � � - i.. I..� nI EST 7 TON �I EST 5 SY GEO � Q �N �z 2 �7 � �� "' �,��� � � �91 `��__ , .' . _ M�� --��,. ...--x.- x x___;�_ ,x— . X—X-�Y-_X . y- al��� � __ "_ '- _____ ���y � - \ '_____' '___ _"__ _"__ .. .. . � 'y � �'- _"_ ____ ____ y^� - �. � . "__ __'_ � �J - - . . . ' _ _ _' _ _ ;�'�r^L-^ _ _ _ _ ` � y- . __'_ - ` � . . . . . . . . . _ . . . . , rr.., � y. 'r �� � � � \� � � � ;` � '` � � , � � �� � � � \\\ � I 1 � �l � �- \\ 1 y � „ 1 Ny �o�`P ��. °Q���� 35 N� �0 � FOR -Ll- LT PROFILE, SEE SHEET NO. 65 FOR -Ll- RT PROFILE, SEE SHEET NO. 65 FOR -RP7B- PROFILE, SEE SHEET NO. 99 FOR -RP7C- PROFILE, SEE SHEET NO. 100 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 45 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. �. i �. i �. �. �. �. . �. �. O`�H� CA RO ��i �•aN � CA Rp �� i li li li MEDIAN DITCH ,00Pt , .....��N�.,. -�°"� "'����''-. � � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . . I . . I . . i . . . . �: 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s � . : : -LLTI- � � , .� �: .� �. . . . . . . . . . . . . . . . . . . . i . . . . . . . � . . i �. �US � �. � I 44O . II � . . � I � I ' : a SEAL ' ' 14 SEAL . i i � . . . . .. . .. . . . .. . . .. .. . . . .. .. . . . . . .. . .. . . . . .. .. 029473 36788 % .�'.f Q:i: i. f er• ` . �. �. . �. �. . �. �. �. . . . . . .. . �. � �. � �. �. �. . �. �. �. �. . �. �. . . . . . . . . . . . ,�,� . '.. �+•'�'G I NE�;:'� �J� �y� •.Ng I NEE � F,t,�C• ... . .. ... ... ... . i . i .. . . .. . .. I .. i . .. .. _. i . •4qSpNM 1P��EJ�� 'i<<JW TNE�Se`�, ..... .. .. . . ...... ... .... . . . . .. . . . . . .. . .. . ... ... ... . . . . EA . ... . ... .. .. . ..... .... ...�.�. � �. �. i i �. �li�.�.�. � �. � :.i .. . . ... . . . .. �il . . . . .. ��, . uuu u�uu ii . �0��� �oo� ����u .o`� I I I I i BEGIN I-5338�1-5311 I I II � PAVEMENT RECONSTRUCTION I �i I', � _L1- LT STA. 18+82.61 ', -- -- - !--- - --� -- ---- --- _- ___ -- _ —___ __- � ELEV = 454.94' � i ,� �i � ', , _ -- -- ( 11.3993% r � ' I I PRO -~ � J! - - � ---� � � � POS D � � - I � � _ _ _ ' ---ii --- - i i --- -------- -------- - �/ �.. f�ADE --- ---- -��---- - - ---i , � I � _ - --- - i� i �i� �i� �i� — L _ , — � � -r \ il - - - -�I- - - - - - � I'I i I ------ -------- -- _ \ I 1--------'---- -- I / I -. �_ - II II � — EXIS lNG ROU D �\� _ __ 1 i / �I �- - --- � - � � I --__ i _ -- ' �-- i i i � i --- -. -- -. - : - \ �i _: -:-- � \ li ii i� / ii - - - - - -- � __ - � _ : + � _. � - 'i �I � �i i I � i� ', _ _ - .- : � \ i I � ii I I--- '� � � � ��I� :: �i :. � .: - � .. I I -- _ _ __-- -_ _�: ' __ i - - - �- � � - I ' I I � - - --- - - _ � I I� �� � i� I � I I �i ''i � � � �� � , � �� � �� -. -. -- -- - - li: I li _ I� � _ � ; --- ---- � I I � i � __ _ _ _ � , � �� i� �� , i� �, � �i _ �� � I� : -- I 400 10 11 12 13 14 15 16 17 18 19 20 21 I I �I � � '� i� �� I �, �� � � _ _ _ � � _ _ _ __ � --_ l� _ _ J�_: _ , ��� _ � � � I � I , i I � I �i I�, I � � -- - L RTl - � �, : � �, ,, �� I US 1 I-440 , , � � , � , , � - - ��� � BEGIN I-5338�1-5311 '� � � ', � � 4 � � � PAVEMENT RECONSTRUCTION � 4 � �i a � -Ll- RT STA. 18 + 74.34 . i I � � � � � i I � _ , i �o � I I I I � ELEV - 457.56 � - -- T - _- _�--- ----� -- --- � -- - --I_ I -- i � � � � PROP,OSE GR,�DE �-- - : I I � �� � � �� � �--- I -- � �� --- -- (+)17501% � 1 --- :_ �� I _ I - -----�i---- --- 1 _ -, I ��_� � _ _ _ __ I __ I_ _ -_ -- - � -- � '� (+II.00iT%:�i : I - -.. - � - -- -- -- -- ---- - I I / / ('+11.6 65% / ' L / � � - ' � - -- i i� _ � � i� ^'� i' _ _ _ _ _ I'j - - ii �Q17 - � _ - _ - - , / ' '' El - 455:70 i I , , , _- � � I I _ _�____ - I , �� � i �� i , � _ _ --- - - - � -- � '�� ----- - - ---, -- - _ _ _ r --- - - '� J _ I - � _ _ _ _ �XIS lNG ROU D �� I / , � EGIN MED AN dITCH i i __ � --44Q ---'- - '----- -- -' --- ----�-- --- -- _... __... � __... � - - -- --- -- --- --� -- -- -- -_..- -. _ - _... _ �.. �- -- -- --- -- --I— -- --- rRr� arvQ...EecQ _ --- - I -- -�4Q__ _ --- - Pl_k2/+_0.000 r r __ �-- _ I � - r ` - - l = -Ll- 9+17.000 L � i �L _�,_ I � �� I 1 I _ E/ r 45 .l0 \ i � - - - _ _ - _ _ � �i L - 454. 5 i � - - \ � � � I � ii i 434 I 'I --:_.._ __. I'�� _..... '�, --- -- _. _ � _ _ ' - _... _...,-:. --�-=_ ----- � -. ---- ---------�— - �— --- ----- - ---- � - --- 4�Q.--- � - - -_ _ _ ____�/ �_ ' ' - _ - ---- - - �, ; _ ---- -- _-- -____ �_ � , -- � — �: --- � ---_ _ � _ ' -... ---42Q_ —���— -- ----��-- -�- - -----. _- __..... �; -... :. __, ' -----:_ I � � �I � _ - - - � --- l --- — --- -- - �,-- -- ---42_Q-- o I �i I � ' I'� �i� -- i I - -I� ° �-- - --- --- ---- - ------ ------ --... __._., _ ,........ _,...... � I - --. -4�Q- _.. - __ _ � �, _. _ _ . .. ,,. . _ _ _. - - --- - - - - - ----- -- -- - �� , I� �� � I �i _ NMENT G�_ I I I I II L1- ALIG I I I I SEE SHEET NO. 4 FOR o. .. . . . . . .. . . . . . .. .. . .. . .. . . I .. . .. .. . . .. .. . . . . z�« , i I � , , � I �� � , , i il �� :3 M� 10 11 12 13 14 15 16 17 18 19 20 21 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 4E � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DIT CH _"_"_ _' _ ENGINEER ENGI NEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. i �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i I i ii � MEDIAN DITCH ,,.oPt , .....��N�.,,. ��°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . I . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s : : � -LLTI- '� � , � � � - � '4� SEAL `� 14� SEAL � ..... .. .. .. .... . . .... .. . .. �. .. .. �.�. �.�. �.�. . .�. �.�. �. .�. .�. I.. ���.. �.�. 029473 36788 �. �. �. �. �. �. �. �. �. �. �. . . . . �. �. �. I �. I �. �. �. �.. .. . . .. �. �. �. �. �. �. �. . �. �... . �, . � .�q.'VG I NE�QE�,, � �y� �:�;YG I NEEiOF,F. J:` ,C ..��. . ! �F � . I � I I '. ,J� .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . I . . . .. . � � . . . . . . . . . I . . ... I�� . ... �� . ii� �NM. 1P J` i4 � WEATNE ... . ... .. .. . ..... ...... ...�.�. � �. �. i i �. �li�.�.�. � �. � :.i ....I .. I .. I...... ..I.. I . . .... .. . ..�. �II... ..�il. ...�. . uuu u�uu ii ���� �o• •iu .o� I I I I '�I i i � i� ' I' � - -- -- - '_-- --- --- ___ -- _ -__ _ II'' ' __-. __- � � , � PI = 29+00.00 Ii Pl = 32+00.00 ' � I ' , I, - __ � ��i VC_ 300'�4 'i li = �I - - -- �,il - - - PI 22+50.00 i EL - 462.00' 470 EL 460.08' V= 78 MPH I VC_ 300' � 470 N KC 754� I i li '� I� ROPI�SED GRADE V> 806MPH I� I � � V> 80 MPH I � j � , i o � - PR POSED G ADEII (+J .470�% (-�0.38 0% I � _ _ t 91% _ '_ .- _ _ _ _ _ - - I I� ! -J .3800% ( -J0.60 0% f - 0.60 , 0% 46 0 460 _ � r+�o3000i_ -- _---_- _ � _ �_ � ! I ' � I f � (+)0.47 8% I ' - 1.�00° S- - -- - - -- -- - - ``��-- - � ltl .30�% __- _ _ --- ------�-- ------- - � ' -- (+10.3 00% E(JSTING G OUND �i l 3/ 00.000 'i -`; - -_ '� EXISI lNG �RO ND � I li� E✓ 4 9.040 li , 450 � �� Pi L3o+ o.00 i , 450 BE6/N MEDIAN ITCH : I EI 1 45 .540 ,I i ) 0. 200% E D MEDIA DITCH �� - l• 00% Ll (LTJ ND WBC � �-- - i li L(LTJ AND BCD �- PI =- l- 2/+00 00 ! i P= -Ll- 1+25:000 � ' 440 - '� I� � E= a58.9 0 4 EL = 56.840 40 � I I BE61N M DIAN� Dli H i P=�4+00�:000 � ' �- ' 6. 0 I� � Ll (LTJ AN WBCD � 5 Ot� - - , P� ------ - - - - - - - - -Ll 33 �50.0 0 I 430 �, -: �-_- � � 'i il �I EL -'� 45 .730 j 430 � � �� i �� i� . .. . .. . .. . ._ . . .... . .. .. . .. . .. .. .. .. .. .. . .. .. .. .. . .. . .. IEX157 3fi"CMP . . .... .. . � .. .. . .... .. .. .. . .�i.. . . .i. . .�i.�. . . .. . - .. . . I .. . . . S7AB3 PRESErRVED �... i I . Ili �. .. -- I EtfV��1�0' f -$RIBt - - - . . . . . . . . . lSEE H7 46 LI T �i . . . li . .. . . . 4�LO . . . .. . . . . . . .. . . . .. .. I .. I . . .. . . .. . . . PROFK � FOR HYDR DA7A1 i . . . , . . . . . 4ZO 21 22 I 23 24 25 26 I 27 28 29 30 31 32 I I 33 34 � I I � �I � �� � _ '� '� -. _- __ � --_ l� -__ J�_: ', �I� _ � � � '� . - _ _ . I 1 { L RTl : i ', � ''�, , '�, , I, '' II ' '' � I _ _ __ � � � � � � � � I� �� , I � � ', � . .... .. . .. i.�... . . .. ..... .... .. . . i... .. .. . . . .. . . .. .. .. .. .. . . . .. ��... ...i�. .�.i�... ...��... . .. ...i. .. � - � �� - - -- ---I- PI = 25+60.00 -- �� �� � �! I � -- - EL = 469.56' � T � __- -_ VC = 1.360' -_ � �i I, � � i K- 48/ I I __- -- _I Pl = 34+00.00 _--- - _ _ _ I ___ I __ ii � -_ V � 80 MPH �II _ EL = 460.5/' 4�� : 1 . ROPI SED 6RA E KC= I503� 470 , . �� - • `. , i I i I I V> 80 MPH �. � i I � i � i I rn � � �' -GR�+ - - - I% - - � 9�� DE- --, - - � (+11.75 � (- 0 (-J -J/ ! _ .54 7% � i .0774% •2 03% 460 _ _ _ I - � , - _ - - - � - - - 4 � -_= _ - ---- _._ _._._ _ --- ---.- _ -- - - - ---- - --- _ _---- �..._. � . -..-. __- . _.�._ � ._.T _... ... _ .- - - �_ - - -_ i (__1. .5600%_ _ _ .,� _ .� _- ---- �_Q___ _-_- _ _ � - - 1 -- - - - - - (_J. -__- (+JO. 200% J0.3/�5% � Y+JO. 000. - --. -,--- Z- - _ _6.56 4% J 09�00'. � - --- � ' � __ --- `(+J 0.9 00%' l=2 +00. I00 Pl �29f O.00p ; , i c (+) I.I 00% ' � � - EI = 46/IO EX STING GR UND��3+0 000' � - � i i Xl TI R 4/4/ I 5 NG OU D E . 45O P� -22+ 0.000 ...... .. PI =23+ 0.000.._ � � � - .. . ----=� - EI = 45 .29 El = 45 .28 -- _. El l - 46 .5l000 :.:. '� _. ..._ _.__:. � _. � a . _ E _ 28� 1.49 00 I _... � _ � _ _ EI = 458. 6 , - � ___ 45Q.--- ---�i (+ 0.3056% pl �i� 24+ 6.000 (+J p.285 /, i F-- }{3:965 % �i � , !� _ Pl =33 7/.000 � EI � 46 .3/ � PIPE �HYDRAUUC DATA EI �� 45 .46 � � 440 ��Pi = if00000 � � � I � �� �� � � ��� i � ��� � � ,______:_ i 36 CMP TO BE PRESERVED J Pl � - ------- E� = 460. o - _... - ... :. __ - --- ;._ _....... � ° - ------- -440 -- Pl -24+0 .000 i __- - - ---- - I - - I, � 45 .l8 , --- _... _ - El �=�� 457:10 � �----- i --�"� � . . . . i . . . i . . ' ! �, ,, I I , , i, � . . . ORAINAGE AREA 32.1 AC . EI 34+ O.00I i � DESIGN FREOUENCY 50 YRS I ��-- DESiGN DISCHARGE = I00.0 CFS ii I �i � rn � � � I � � � � � � � II �I � DESIGN HW ELEVATION = 448.6 FT �, � � � � . �, � � a 43O -_ I_ I _ __ _ � _ _ _ i00 YEAR DISCHARGE = I20.0 CFS __.:. SEE SHEET NO. 5 FOR -L7- ALIGNMENT __ ,���i ------- - - -- ---- I ---- -- I------ -:_ _ .. _...._ _ _. ' __...:. ,. .. �-- ---- 4�Q-- � i ---- �. --- � � . . I ... .. I00 YEAR HW ELEVATION - 450.0 FT I 'll �. . i . o-� , � � � � � OVERTOPPING FREQUENCY- I00+ YRS Ex�ST 36" MP � ��, � i � � �� � � � �� � � � � �� � � � �� �� �� � �� �� � �� � �� �� �� OVERTOPPING DISCHARGE _ 130.0 CFS � ro BE PR SERv�o �. . . � .�. , .. .. .. . . . .. . . . .. . . . . .. . . . .. .. . .. .. .. .. STA 3/+95 .... . . . I .. _ � �'. . '. '' ' ' . OVERTOPPlN6 ELEVATION = 460.0 FT E�EV = 4/ b'!BElOW G D� � � � z�U 420 � � '� � '� ', �'I � � � � � � �� ; 420 �� � ��,,, 21 22 23 24 25 26 27 28 29 30 31 32 33 34 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � I 1-53�8/1-53/l �7 � � I _ _ _ ROADWAY DESIGN HYDRAULICS . . . . . . . . . . . . . . . . . . . . . . . . I . . �. . � LEFT DITCH ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. �. �. � . �. �. �. �. �. �. �. i �. i . �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i i li li � MEDIAN DITCH ,,.oPt , .....��N�.,,. ��°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . I . . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s IT ' : �.:�.�. :. .. . ...�.�.�. .�.�.�. �.�.�.�. .�. �. �.�. � �.�. �. �. �� i� ■ .�. �.�. I .�. I �.�. i �. .�. .�. � �.�. .�. :� ���. �.�. 14� SEAL `� 14� SEAL �. ....�.�. �.�. �.�. . .�.�.�.�. . I. �. �.�.�.�. . �. �.�. i .. .. . . �.�. �. I �.�. I �. . . I .. �.�. . �i �.�. � 029473 . . 36788 . . �. �. �. �. . �. �. �. �. . . . . . . . . . . .. �. �. . �. i . . . . . . . . . . . . . . . . . . . .. .. ,�. . �. �'`c'vG I NE�Q` . �y':�;YG I NEEQ'�F, �:• i p � � � � ' = .'•. :.: . I I ' . J '. . : . �. � : : �. . �. �. �. . - : �. �. �. . �. �. �. �. �. �. . �. �. �. �. �. �.. �. �. �. . �. �. . . . II . . . ...... il .. . . . ,,�l�f � n nu P�`E�,,,, ',, ``l �i i uE�Se`,, ..... ... . .. . .... . ..... ...... ...�.�. � �.�. �. i i .�. li�.�.�. � �. � .:.i ......I .. I . .... I...... ...I.. I .. . .... .. .. ...�. �I... .... ..�. .... .. . i ���'��� �oo�` ���•�u .o I I I I '�I i ii � i� ' I' � -- _- -- - P-- --- __- ___-- - _ -__ _ II'' ' __-. __- � � , � Pl = 37+00.00 i I �I I �I III � EL = 459.00, I �i I I � , � � I VC> 804 MPH 'I 'I i ' li � I v � I i I _ i� --- ---- --- --- ,�� P OPOSED GRAdE � I � i � i . i I - -------- � i m ---- --- - (-1 /.3 00% -__- --- --�� ' _I _ �-1,37777 � EX�STIN GR�UND '��-- � - - -- , - _ I ' � _`----�- • e . , I -Jl. 750� i i� i� � ---- --�-- - - - P1�7+ 4.D9Q �-f-j - ga � - - � f -1_ � 1��1.fi /� � +) �.-�8 6� J- - -- - - - - - - - - - - - - _ � • - ` --�-- , J 0. 000% � El - 45 I40 • -- I-JD. 200Y 'i(-J0. 800% El- 45 920 I - - - - - ; � - - � l -4 +00. 00 � -- - � - -,� - -- _ (- 079 9%. - - -��� ( I ° � ---- - - --- --- END M DIAN DlT H � I- 43.31 �, PI =45+00.000 p, Pl =47+ 0.00 , � Ll fLTI A D�BCD �� Pl 39+1�3.000 I I=4 +00. 00 I=43I�+78. 00 EI = 4/.95 ° ,, III EI ', 44 .75 --- �_ P! = L- 39+00. 00 El = 446.37 / 45.7 E 4�269 Exisr 2a° RCP ��� V'l 4+00:000 --- --- -- - : --- � EG 4/.24 I ' END SPEI CIAL UT DITC sra a+4� , �l 4/.67 il BEGI SP�CIAL CUT DITC I� WlT NIN� E L. , rsEe r+r az -u- r Pl =4 +87.000 � � ',, � �PROFI E FOR HYOR DATAI . � � �VITH HINGE L BEG N S,EGA CUT i � -0lT H �� f�/ = 4/.36 i � - ------ - -- - . I'l= 9+00.000 � Pl = 44+ 0.00 � I - i I �l = 47.05 j El = 442.55 , ii �I 35 36 37 38 39 40 41 42 43 44 45 46 47 48 I �I �I �, � � �� � � _ _ __ , --- l, -- ' -__ J�_: _ � � �� I . � � - - . I I 1 { Ll RT I,�, I I'', �' II, � I _ _ _ !� ,' �I �I � � � , , � , , �� PIPE HYDRAULIC DATA i� . ... . ... .. il .. ... ... ..�. . . I I I ... EXI57/NG 24"RCP .. .. . ii .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. �RAINAGE AREA = 5.9 AC III� ��,, . �. ii . - .. . . . . i . __- --- � - - ----I_ .- �. I . �. I i_'�,_ �. . . �. �. . �. �. �. . : _ �. �. � DESIGN FREOUENCY = 50 YRS �. ,�i . � . . i �. �. . . �. T ' ��� _ �� � -_ - � � � � - DESIGN DISCHARGE = 24.0 CFS � i i � DESIGN NW ELEVATION = 460.9 FT � � I � �00 YEAR DISCHARGE = 25.0 CFS I� I ____ _ . . i �. .._�. � _ I __ I __ i-_ I�, BE IN PECI L C' T Dl CH �7T. I __ ioo rEaq Hw E�EvarioN = 462.3 Fr I � I� END M DIA DlT H I � I Pl _ 39' S�.O 0 - - ovERroPPiNc FREouENcr= ioo+ rRs �� � - I ', i I-. - Pl = 37+I0.00 Z/(RTJ ND EBC I � EL 4 5.26 PI -40+' -_ ovERroPPiNc DiscHaRGE = a6.o cFs � ''�, ' EL = 456.5/' - 50.00 � --�� ' VC = 300' Pl -- l- 3�9+00000 � I� I E/ 45�l.0/ I I ovERroPPiNc E�evariom = 450.o Fr I o� ii K I099 EL 57.17 I=4 +50. 00 PI = 2+5C�.000 i P--44f00.0 0 I �, ----_ - - I V � 80 MPH � ' ' I - - -- - - v , , I= 527 EI = 45/.9�I i I E 45103 li i i --4�Q - ----, . . ROPOSED GRADE..... _..... -- - _.:. _... _... i _. � _.._ I--. _- ---- -- . ---_ � ...._. �..._ _. --.i.. . / 43+29. 00 ! _( J02667% -- -,I'- --. -.. L�EGIN SPECIAL CUT I,DITC RTI -- T---- -��2Q-- - - - +1 D. 000�_ _ � ' �i / 45/.25 EN SPECIA CUT DIT H R�. ! 6+25.000 - --- - -- -- - �-1 /250 / _��^l l. �-J 0.9 00% - c=_ --- 200% -J 0: 800� I� ( 1/:2903% - Y ( =Jl. l72% - � - - -v-�-� � _ _ _ - - Pl 44+I5.0 0 �i �L 449.40 � - - � I _ i � (J 0.8 EL 450.99 (- i � 54%i i i i / 0/7 ` v - - 03 99/ 4�4_ r-�a95o i Exa riNc cRo..No ....:... ��.... r,,�i.oio i....I ; � -.. _- - -:Q -_- --._- _- ---- -- ---- - __.:.... 4.�Q.--- r� . _ ......... _ _. � �, , --__ - _ _ - �� , � , � r �.rsoo , , , ---- `_--- - __-_�_- Pl = 6+Ob.000 Pl = 40+00.00 I 'I ' , - �-- _ _ _ _ _ � _ I __ _ ___ r-)la106% El = 456.27 -- VC 28056, �I ---44 �- Pl 35+0 .000 ...... _- ��- ----- ---. _...:. K - 42/98 ----- ' - _ - - _ - ---44.Q-- � I -- -- _.... . , � EI = 457. 3 V> 80 MPH � ', � . . . . . . . . . . . . . . . . . . . . . . . . . . . . i EXIST 24" RCP . . . . i i . . . . .. . . . .. . . . . .. . . .. . . .. .. .. . STA 45+4 . .� . . I . . .. . . . .. . . . .. . .. .. . .. .. . .. . __ _ .. .. . .. .. .. . . . ELEV = 4 83' i.. . .. . . . . i .. ,� ..�.li .. .... . .. .. . . . .. . . .. .I�ii�... . .. . I�iillli. . .. .. .. . . .. . . ..�.�li. ..... . . . .i... o II i � I SHEET NO. 6 FOR - � � iil i� i � 43Q- ------ -- ---- I --- ------- -- -- - ----- -- - - - -.. . __._. , _....... , _..... _....... _ ... --- .. , - -- � -- - - SE , � - - . _. --- -- --- -__43Q-- M , Ll ALI N ENT II �'�, � i� � ' l ; I �� � � I � � � o� �,i �. .�. .�. .�. , . li �. ,i .... .. .. . .. .... .. . .. . .. . .. .. . .. ..�. �. . �.�. .. .... .... I .... , .... .. . .... ... �.�. .��il. �. .�.�.�.. �. .. ..��. N���, '�. �. ��. '�� . .. �� .. �i .. � .. . . .. . . �� . . '�� . �� . , .. . . z�U �� � i �i I I �i �I i i i I � li � I I i � �� :� �� 35 36 � 37 38 39 40 41 42 43 � 44 45 46 47 48 ��� 6 �. I . .�. .. �. RIGNT DITCH PROJECT REFERENCE NO. SHEET NO. ` I� I �I� 1-53�8/1-53/l 48 �j ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � ! � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER . . . . . . . . . . . . . . . . . . .. . . . �. . . . i . . . �i . . . . . . . . . . . . . I . . . . . . . . . ,�,���cc000�ooco.. . . . . . . . . . . . . .. . . . . . . �. . . . . . . . . . . . . � . . . . . i . . i . . . . . . . . O`�H�CARO�'� o� H CABp �o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . I . . I . . . . . C��Pt; . • . � / ��ii o�° Pt �o � , � / °�o MEDIAN DITCN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . I . . . . . .`� 2�. .•5 $ l ' :N9'�i o'?�� ° o�S S o 00 0.�,9 00 .. . ,. . . � . I I i . �. :' oEE �N'•. o a oFE /pN °°o 0 ..... .. .. .. .._.... ...... .... .. . .. i .. .. .. i i .. i . .. .. ... .. .. �� �� o � � 9 � a :4 . oQ lo ..... .. .. .. ....... ...... .... .. . .. I .. � � .. .. .. i . .. ... � �.�. .�. ...i.... . . L . . o e � .� SEA SEAL , Ll LT , , , , , . . . . . .. . . .. . . .. . . . .. . .. I . i .. i . . .. .. 029473 _ 36788 ..... .. .. .. ....... . . .... .. . .. .. .. .. .. .. . .. . .. .. , .. •.,f 0: ��of F . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . � . . . . . . . . . . . . �. �. �. �. , . . • 'VG I NE0 : o �y o'�G I NEE t. �,' � � .� '• ' J. . � � ° F. i � � � � : o . � : : �. . �. �. �. . . : �. �. �. - �. �. . �. �. �. . �. i �. i . . �. �. . .. � . �. �. . � �. �. I �. . � �. �. �. . 1:: . �_ . ����'��N M 1 P���d��� � ° o�� WEA�NE�So°O° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . I . . . . . . . . . . I . . . . . . �. . . uuu °paaa0000�ooub . . . . . . . . �.�� . .. . .. ... � .. . i i .. li��... � �. � ..i ..�.i �. i .. i�... �.i�. � .. .. . . . .���. .�.li�. ..�.li�. . �. .. . . . . .. . . . . . .. . .. .... .... .. .. .... .. ... ......I .. I .... ..I...... ......I. i, .. . .... .. . . .. . .... . . ..,... .�.... ...�... .. �. . �.... .�.... ...�... ...�. �. �. �.�. �. . .�. �. �. �.�. �. I . �III�I �.�. �. �... ..�. I�I .. .II. ....�.... . . II . �. . _ -___- -_- _. - �__. . - - �_ �. . . - __�_ �__- . . . I � i . I � . . . . _ _ . . . . . . . .. .. . .. . ... ....il. . .... .. .. .. . .. . .. .. .. . .. . �� . .. . . .. . ....�. - ___. . . li� ___. .., . - . - __. - . , 'i,i . . ..� .. . PI = 49+00.00 � �ii !i EL = 446.I0' I� '� � '� '� � '� KC= 20�9 Pl = 52+50.00 il '� ,i I , i - -- KL= I093.85' - �C =5340'0.00 II Pl = 59+00., - -- -- - --- i ii �o V> 80 MPH VC> 80OMPH KL= 8509.00' �i li - �O ii v �I I I EL 436.35' �' � I ----, V> 80 MPH I - � I � C-1 � VC - 320 _ .D7 _ _ , �T T 71T.g - - _ _ I �-1 .928 i I = I ', I �� �� (-J1.20 /% � � K II50 � � --�--- --- --- -� _._- _.�-_-- ROP�SED GRA E : ,� � �- E lSTING GR UND� - I- _ � i ,� � i � V> 80 MPH - - - � - � 1 � �, � l �-J .803 '� � � l -J .8030% � �� JI:OBI % � � -- - (-10.88 0% _ - ` � � � � - - - - (-J 0.79l7% (-I0 600% (-J0. 500% - , t- Q.�fi 5% � --+ � ___, - ii ii .._ _._ -;---- --- �_ E- _ . � PI =50 50.000 I =53+00. 00 ' Pl =�4+8 .000 ._ , ' - - -- - _ _. _ - - �- � i : EI 437.67 I 435:4/ I El = 434. 4 I ` I 0`e - 0.9859% (-1 0.9 00%- - � J l.000 °. E D SPEG L CUT Dl7 CH Pl =54+ O.00p ( i J 4.5 57% �_ PI =58+ 0.000 '- - - - - - P 5/f50. 00 B 61N SPE lAL UT ITCHI LT: �ND SPE�IAL UT DITCH LT. � E/ - 4�/ 2�+ I E= 437.32 � EI - 43 .65 I II I 150.0 0 'il P= 52+76. 00 Pl = 55 t0;�9.00 ��i - • EI 429.29 �i E= 435.6 � '�L = 435;3/ BE�6/N PEG AL C T D�TCH LT. �I l= 430.9 END PECIAL C T DI�TCH LT. '�i I ---- _ - - - - --, - --- ---- - - --- � I P( = 56+00. 00 I J 0.8966°, Pl= O+Oa.000 �� � -: -_- � EL - 4 2.84 E D S EC/A CU DIT�H I � EL = 428.719 , � B�GIN PECMAL C T D�TCH �� ND SPE IAL CUT 1TCH�� � , I I I I WI�H H NGE I LT, I I lTH HlN E LT. I � I �� PII= 57+00. 00 '� E�IN SP CIAL CUT DITL{H i El = 4 l72 _ + . l 57 5 .000 I 48 49 50 51 52 53 54 55 56 57 I 58 59 60 61 �, �i i � I � I �I �I I �� �'� '� '� _ _ _ � -_ l� _ J�_: � i �i I � I , . � , --_ _ I , 1 {I � � Ll RT , ', � '; , � �,II, i �II 'II 'II _ _I_ � � � � � I� Pl =6l OO.OdO I� 4 ND SPECI L CUT Dl CH RT. , 'I El = 4 3.64 � 4 l= 49+0 000 i i �i I �-) 1.13 3% i = � L= 446. li i i G I P C A C T D T C H R T. B N S E L U I E 6/ N, S P E l A L C U T l T C R T. I E N O S P E � I A L U T b I T C � � - - -_ - _ -__ - - - i ----- - --- --_____-- --- Pl = 49+99.0�0 PI -53+ O.00J I= 6+2 .000 BEGI SPECIA CUT� DlT H Pl =60+70.00 � �� = I = 44 .// � �= i'�39. 3 WlTH HINGE L: �i li El 433.98 EL 444.33 El � _ - I� END SPE lAL QUT ITCH�I RT PI 56+50.00 � � I ( J l.1000% � �, EI - 442. 0 � ' PI - i55+ S.00C� I ErVD PECIAL C T DITCH �� �� ___ i - El - 438.52 � Pl =5/ 00.000 Pl -52 00.0�0 EL =i 440 Pl =54+8 .000�/ I BEGIN SPECIAL . UT DITC E�-6 f50.000 m� ' ( -J 0,7391 ` � = 4 4.20 a_ �-1 /l6 0% EI = 4 3.57 El = 4 2.84 I El = 440. 4 � II _ PY = 5+50.000 'ii Pl = 59+80.00 '� p = - - _ - - - �- - --_� � `,_, � ��f3. ���i_ - - _ �'' - - =J��2�2 (RlJ 0. 400�°/ oa -------- I E� = 4 75d E� =583 0.00D V L = 300 55 - I � l06 , J - - - - - - `I _ _ ��-J 0.7 /2% _ I , Ii I I� KC= 1478 II 'I --44Q r-�i_�- --' -- -- -- - ��---- ---- - - - -- - - - . __..- -- - �-.. _.._ - _ _ _ - -... ; _.... - - - - - ... -- - - v > ao MPH , - �----- -�4Q__ _ _ .. .. _ _ _.. ._ _ . � � � I, _� � 2 400 -- � 1! 00% f J l 0 00%' �I �n � � ----- -- � � � I� ' GR UND i --- - -- (-J ll 00% � � _� i -� --- �L_ __ i �_._._ _. �I i I� I I I ii I! EXl TlN'� __ i _ � PRO I OSE GR,�DE � - - - � -1/.010 / ' � IO.B077 � - - � I � � 4�Q__ �'' _'- I � - ..... �'� I'� _- � _I'�_..... :. .._ _..I. _. .. - ---- I I ��-- ---- -- _._..... . - ,... � -- - -I�-:..... ...4�Q.--- ' ' ' I, ', ' I � . - � � -�: __ � - -- , -- - - -- --- - - __ -- - ; ', , � � --42 -',,- -- ---'�- _� ----- ---__.. __...:. ',__.... - -- ' ------ -- �� �' _. - - - - - - -_ --� _ -- ---42_Q-- � , � I'I I'�� : - - I - -- - � � � I � �I � � � � ° � - --- --- -- -- -- ----- ---- - - - -.. . __._. � _ _ ,........ _ _ '' _ - - . - _ _.... -4� Q - � ,. - - - -� ' _ - . __ _:.. I o� I I I i � � � � � G�, , i �i SEE SHEET NO. 7 FOR -Ll- ALIGNMENT a� i II ' i i ��� � � � I � z�U i i i i i � �i �i i i i i i� I � i �� :� M� 48 49 50 51 52 53 54 55 56 57 58 59 60 61 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 49 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. i �. i �. �. �. �. . �. o"H� CA RO ��. �•`�H� CA Rp �� i I i ii � MEDIAN DITCH JOP� .....�/N�41 ,: oe� •••�iti'�,, . .... . ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . I . I . . i . . . �: 2::oFE55/pti��9 : c� 2:'�FESS/0^;..-v : : -Ll - LT , , � , , : � �: : � �.. - ' 4 SEAL ' � SEAL ..... .. .. .... . . .... . .. . .. .. �. . �.�. I �. i �.�. i �. . . �i... .. �.�. 029473 _ 36188 . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . ,, .. �'F'VG I NE�Q` . sy':�;bG I NE�'Q'',� ��J i p I ' . '. G .`. _ . . . . . . . . . �. �. . . . . . �i . �i � . . . �. . �. �. . . I . . I . I ... i . �. .. I� �'o.�'��N M t P���'�`��, •, � W TN 5 ...: ' . ..� � '. i ....... 0 �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . ... . yi� � ,'����u Eq E� ��, . . . . . . . . . . . . . . . . . . . � �i i . i ... �i . . . �. . . . uuu�o•• wu�.�o• . . . . . . . . . ..... ...... ...�.�. i�.�.�. . �. i .�. i.�.�. �.li�.�.�. i . �. i .�.:.i ......I . .. I ... .... .I...... .....I.. I .....i, .. . . ... .... i... .... ..�. . .... I I I I �� i i � i� ' I' � -- _- -- - P-- --- __— ___-- - _ —__ _ II'' ' __—. __— � � , � '� II I� � ' I� ' � ',� ,�I — - -- -- — � �I I I I I I ' , i �' , -: I -_ �__- - _ _- : I I i � � �� _i _ i � , _� _ ___ � - - -- -- ---- ----- _ � i � ---- -- I i Pl = 67+50.00 � i � - ' , __ --- --- --- � EL = 427.16' Pl = 70+50.00 M � � I� � I� VC = 300' EL = 423.39' i, ', `r (-J1.08 2% K= I709 VC = 300' � �� PRDI �OS D G ADE li, V> 80 MPH K= I260 _ r - V > 80 MPH - - - - -- ,----- � __� _ ��1.08/�% ( i1L25 7% � --- -i- �, I � . - - � � ----I -- ( 1 .4%�bl - ___ _1_J _4RQO G - - - - - - �I - --- I - _ "` - - - - _ _ i � --�-- -- -- ' ------ � , I � � ' ��,- 'r- ' �% --_(�l1.0/8 % _ I �? PI =62+ 0.000 Pl =64+ 0.000 END SPE !AL I UT ITCM, LT. I, ��— �XIS lNG ROU D (-J 25 I � II (- /.0� � El = 42 :02 El = 42 .22 PI = I64+ 1.000 i - - -'I- - - -{- _ _ _ _ - - - - - - --- - - (-J 0.3902% . EL ='i 42606 , !I � � �'-- -- --- - - - � I � j EG1N SPE IAL CUT 7TCH LT. I i I I ' i� il . . . . � = El-h23 OO . . . . . . . . . . . . . ii . . . . . . . ii . . . . ii . lii . li . . EXIS 54"Ch�P � L= 427. 4 �� � I� ro e PRE�Ea✓e � sra s+�e - - ----- - -€r€ -��s ra€i cm r - : -- i �sEe sHr 9�-u- Rr �� PROF LE Pok � HYD 0 DA7 � bl 62 63 64 65 66 67 68 69 70 71 72 73 74 �, �i i � I � 'I 'I ' _ � �I _ '� '� _ _ _ -_ l� J_: � � �� I � -Ll - RT 1 ,, i ', � ''�, , '�, , I, I II I I � I _ __ � � � � � � � � I � , '� � , � 4 , 4 ' � � '� I I I I I 'I I� , � - � --�- -- - T �, � � I--- --- I=--=--I_ I : I �, � � I_ , _,. __� _ _ � _- --- - ,_ , � � _ � � ___ _ � _. I - .- - 1i --- -. _ 'I PIPE HYDRAULIC DATA � i . . ! . . .. . . . ! . .. . . . 54"CMP TO BE PRESERVED � � i .- - . �. �. I - - - -.- - - -:. _.. �. '. �. i �. . �. �. �. . �. . .. .. _ _ . .. �. �. I i �. �. �. �. DRAINAGE AREA = 102b AC i i „ �. �. .-�. -� �. �. i .: I �: --� --- - -: -_ �. � �' �. �. �. . I . �. �. �. �. �. �. �. �. �. �. . �. �. �. �. �. . �. �. I �. �: �. �. �. �'. � DESIGN FREQUENCY = 50 YRS � I . �. �. I �. �. . �. �. . . . ..�. . �.�. . �.�. .�. �. . ,; .. . ..�. �.�. �. �.�. �.�. �. . �.�. �.�. �.�. .�. �.�. �. �.� DESIGN DISCHARGE = 390.0 CFS� �.�. �. �.�. i�.�. DESIGN HW ELEVATION = 4/9.7 FT � - -- - II �� Pl = 65+00.00 I ioo rEaR DiscHaqcE = 4ao.o CF5 li i - -44Q . �v._. Pl =6 +00.000 _.. -.... I _ EL = 429.35' - I� - - -- - - --- ----- - - � �_ _ ioo rEaR rnv ECEvarioN = a2i.� Fr _ - I 4Q_. -- �----- --- -- - -- - --- -� � EI =. 33.64 � �. . . . �. � VC = 300� ' � � � � � i i .. i � I I i . . . Pl = 70+00.00 �� �� �. ��, OVERTOPPING FREQUENCY= 50+ YRS '�, ii � T � PROPOS D GRADE V> 80 MPH i �,II_ L - VC_ 30058 -- ,. ovERroP 1/.7800% � K 2050 � � PING DISCHARGE - 397.0 CFS 'i ' OVER70P � . . . . . . . . . �. _ �_ _ _ _ _ _ . � 42/.4 FT .. . � . . ` PING ELEVATION - — _(_... — . .. . . . .. . . I . . J 1L 77 • � �-L_ ( Jl7 00/ 4�Q_ --. - ..–_ --- ...-_ ,_.-_ _ _ _ - _ r � :ao� � _. ..:.r-�o.9s oi _. ..._.- � ' :. - - -.. v > ao MPH -- - - -- - - . -- --- ---- — -- - 4�Q.--- � - - - - - _ J 17400% � 1 _ -- ----- - -- --- , I _ � -_= - - -'-- --- �- � d _� I I � I - - - - - -- J .954�% ( -,J1.00 3% �-- --� _ �__ Pl_65+ O.00I - -- -_ - -_- --- � -- T_-__ --I-- - ----__ �I o Pl 6 +00.000 i _ _ i - _ El 3/.86 - - - J � 0 �- _ - J/ � 20 °� " - � N --42 —,,— — --: _ _ - --__� - '- Ei _- a2 .sa... _.....:. __ � - ----. ---... � -.. �� � �. 300 � - - � � o, _3oQ .....:. I _... ......J._ _..... r - .. . ... – ----�--- � r- �.00e. � `� - -- ---42_Q-- 'I -J l.7 08% P�I -66 00.0 0 P =g7 00.0 0 �/ � _ I � � - -""....- _ � -_ - i _ _ _ _ _ _ il _ _ _ - � - EII= 4 5.04 E 4 3.62 E D S ECI L CU DITCH T. E lSTING G OUN I! �, I P=65 52.0 0 � J 1�458 % - _ I � il Exis sa° c�YP i � /-6 +OO. OO PM - E+OO.u7OO � � 70 B PRE$ERVE o � I /- 22 � + i I - 5 ! ra 4 ' � �- - --- -- -- - ----- '--- -- __ E�..:_.4�574....._ �---- _ -- +� ... E�..-. 2 .96, _ ---- -- ---_ _ _..._ _ ----- ' -- '... 5 3 ..3. ; , - - ---- -`�1Q - =o, . . . . . . . . . . . . . . . . . . . ELEV 3F3iB fBEi fii71p} . . a i ii .i I � i � i i � . . i i . � . ... _ ... ... �` � � �� � � � � � SEE SHEET NO. 8 FOR -Ll � ALIGNMENT � � o�,i .�. �.�. .�. �. . .. .... , . . �. .. . . .. .. .. . .. .. �. .. . .. .. I .. � .. . .. ... I i . i ii� �. �� � � I� i ; � � � I � �� i �i �� ,, � M� bl 62 63 64 65 66 67 68 69 70 71 72 73 74 6' 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. . .. .. .. . .. . .. . �. .. .. . �. � . . 'i. . ` I� '� 1-53�8/1-53/l _50 I��i ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER �. �. . �. �. �. �. . �. �. . . . . . . . . . . . . . . . . . . . �. �. I �. I �. �. I �. �. . �. C��PtH`CA R0� � p� ��p`01�' CA Rp� ���, lii li � MEDIAN DITCH ,�o., ...Ss.i"•:N9''. .-'a°:-...55...,,.ti9.-. .. . .. . .. . . I I i . .. :.oFE pN., :.oFE lpN'•. . I : : � . : -Ll- LT , , � , , .� �: .� �.. - ' 4 SEAL ' 4 SEAL ....�.�. . �.�. . .�.�.�.�. . I. �. �.�.�.�. . �. �.�. i, .. .. . �.�. �. I �.�. I �. . . I .. ..��. i �.�. 029473 36788 . . . . . . . . . . . . . . . . . . .. �. �. . �. i . . . . . . . . . .. .. .. .. .. .. .. . .. .. .. . .. .. ,�. . �. �'`c'vG I NE�Q` . �y':�;YG I NEEQ'�F, �:• . . . . . . . . . . . . . . . . . . . . . . . . . I . . . I . . . . . . . . . � . . . . . . . . . . . . . . ... . . ... ... . . . .�.�,q'• 'E��. � i� •'S9`0�. S� �� ! �� �F . . . � � �� i i , � � ' I . J E �'� ....... ,,. ., ........ ..... ... .. . ....... .... .... . . .. i .. . �. �.. �. �. �. . .. . .. li . .. . ... . li ..... . p��unuPo, � luiiinE•`� . ..... ... .. . .... . ..... ...... ...�.�. � �.�. �. i .i .�. li�.�.�. � �. � ...i �.�.�.i �. i . �.�. i�.�.�. . .. .. . .. ...�. .II... .... ... .... .. . �i� u� ��u �� � I I PIPE HYDRAULIC DATA i i I I � �� 54"CMP TO BE PRESERVED i ii -------- --- __— __-_-- _ —___ -- _ � � I _ � DRAINAGE AREA - 58.1 AC � I � — -_ -- !--- DESIGN FREQUENCY - 50 YRS � il I �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. DESIGN DISCHARGE = I30.0 CFS �. �. . I . � �. �. �. j �. �. � DESIGN HW ELEVATION = 376.1 FT i �i �� i �. �. �. �. �. �. �. . �. �. � � �. . � . �. . � � � l00 YEAR DISCHARGE = I50.0 CFS . . �. �. li �. '' �. �. ''i �. . . . . . . . . . . II . . . . . . . � l00 YEAR HW ELEVATION = 377.1 FT �. . . � �. I � . . . RI-------- --- --- --- - �i � — i — -- — r� �. �. �. �. �. �. �. �. �. �.�. �... . . .. . . . .. .. OVERTOPPING FREOUENCY= I00+ YRS �.�..�. �. i �.�. � -- - - - ' I I � . ..... ....... ....... ....... ....... ....... .... .. . i .. .. . . .. .. . .. .. �� OVERTOPPING DISCHARGE = 433.0 CFS .. . i .. ii .. .. . . ... � . . . . . . . . . . . . . . . . . . . . � � � � OVERTOPPING ELEVATION = 4/0.8 FT . .. .. .. .. .. . .. .--_ . i i . �._ _ .. . . .. . .. . . .. I . . . .. . .. . . .. �i .. . . . . . — � — � _ � — — — —. �� ... . . .. . . . . . .. . . .. . .. . .. �.I�. .. . . . — — —�— — — — — . `-; -- --, � PR POS I D G ADE�i � � � - - -- _i � I i I � . � , �_ �- --i-- - _ __�_ � i i i �n � - _ , � J --- � a __ ----- --- --- . i _ _ � -- --- `- � - - `' r - -- � ---- - -- --= ' _ `- - - I - + - - 'i �II i 'i� �', ( J l.00 2% - -,- t-- -' �' - ( � ).OJ922% C -Jl �186% � i--- - Ekl/ST/ G GR UND i� i� I �� i - - ; j -. � I � � ��� EGl SP�CIAL CUT I DITC LT! I � � � � � : �-- i:: '� : I I l= 4+Od:000 � � � Pl 85+92000 �I I �C = 408.�8- �- I� i I 406.7 li - �- , -� - - -- - I ' I I � _ � i � �� � i� I� i� Il��s �m� I��i -- - - , i I ' il . .. . .. . . . . . .. . . . . . .. �, 70 B PRESERVE .. . . .. . . -- — _ — i �. �. --: � i - — . �. �. : ... . �. �. �. . �. I . �. �. �. : .. .. .. .. .. . � ��., ELEV 4+/075'� . . i . �. -. �. � i �: �. �. �. �. �. �. �. � . � � � � � � II� �II� � . .�... . �.. . ...'i. . .._ . . .... . .. .. . � .. ..i... ...i. .. .. .. .. . .. .. .. .. . .. ..i... ..i. �i .. . .... ..�i... ...i. ...�i... . .... .. .. � � .. i ..��.�. . .. �.�. . �li �_�. �. ..�.... �. �.�. �. �. �.�. �.�. �. �.�. �.�. �. . �.�. �.�. �. .�I! �. �i �. .�. i �.�. �.. .�.li�. �. .�.�... .. . ..�. ... .. ... ... ...... , . �.�., . �. �. �.�. �. �. .. .. .... .. � ... il .. . .. . ...I.. ..... . .. . ... 75 76 77 78 79 80 81 82 83 84 85 86 87 88 � , � I �I � i i� I� I �, , � 1 J �� _ _ __ - _ : � i I '� , , _ _ . i , 1 { I� I'� Ll RT �� ' �'� ��� 4 �I �I �I �I �I � 4 I I I I I � I _ I i i � � � � I � PIPE HYDRAULIC DATA '� �I 44 EXISTING 36" RCP � ii . �.... .. .. I�.�.. . �.... ..�... ...�. �. �. �. �.�. �. �. �. �. �.�. ORAINAGE AREA = 58.1 AC .�. ..I�.� .�.I�. �.�. � �. . �. I. .�. — — - DESIGN FREOUENCY = 50 YRS � — — -- T � � i i � I --- ----I. I DESIGN DISCHARGE _ 130.0 CFS � _ � _ � _ � -- - - �� � �i �i DESIGN HW ELEVATION = 403.3 FT � - � � � ---- -- � � � �� � � � � � � � � � � � � � � I00 YEAR DISCHARGE _ 150.0 CFS � � � . . �' '. . . . . . � � � � � � � li � � � I00 YEAR HW ELEVATION = 409.2 F7 I . . . li . Oo �. �. �. �. �. �. �. �..- :-�.- �.-. �. �. .- �. il �. :.: �. . �. -�. _�. �. �_ OVER70PPING FREOUENCY= 100+ YRS . :.: .l . I . . . N i I OVERTOPPING DISCHARGE = I55.0 CFS I _ 4I0.8 FT . �. I . ����� . I� a- _ o i OVERTOPPING ELEVATION = � ( ){ �_ i _ ,_ _ i I i �I �II �I --, _-- --I� - -,-- _ I _ __ I I I ` XISTlN6 ROUND --- - ----- -- --- --I - � PROPO ED RAD ' , ,,� - - -- - _ i i � _ i _'_..._ ' ___:_ . _.�! ___ --- i - - I - - - -- � --. _ � ----- �1-9-- -1Q- --I'---- .__ � � - .. _.._ _..... - - - - -- - - - - -- ----- --- ----- � - ; -... '�, \J _ _ _ __ -- --� - - I`-_ li � _ - o BEGI SPECIAL CUT DITC RT. i _ � (-1 .000 % - - - - - - - - I� _ __ -_ _ -_ _ i i - - _ _ - V (- .008 % `r � �F � J 11995�' � IJ /. • I� _ � - - - � _ _ 1 � - Pl 7+50.000 'I I - - - _ _ _... � ' --- - --- — ---:.._ _. _:. _._ '- - ' - -- -- - - ---- � EL 412.85 _ � __ 00 0/ f-J 0 5 00% 4Q4_ i - � � Pl 81+5 .00� - I - . ...-- 6+44000 :'r- ---= --- ' - -- I -_ _4QQ.--- -- ' El 40 .98 PI -8 � i� � � '�I�' _ --- - -- - - --- ---- -- -- - --,� ---___ r ___-- � � -� I l = 403.1 , , _ � i ----�4 -��- - ----'�- . � - ----- -- __.... '__.... - -- I� --- - - - - -��-- ---�--- - � _ _�4.Q-- c ., . .. .. �. .. �. �. �. �. �. �. . . �. . �. �. � � � I I � . � _ EXl r � 36"�7CP . �. . �. �. �� -- �. . .__ � �. .. .. i .. i . . �. �. �. , � �i � �. ST 84+pg . . . . �. �. . . .. , � o . i . .. .. I ..�.I... .. i .. . . . .. . . �. .. .. . . . � il. .. . .. �. .. . . . . . I . .. i i .. . . �. . . , , . . , ... EL = 3?6.Y . . . . . . ._li �, �, , �, �, ° �520_ ._.. _.._. _-__ __ .._ __ � .___..__ __.:_..._. ___...... ..__.._�.. i . .�.....:._ �...._ �. _� ......... . . . :...�....._. ........:. .... . � .. �i . . .... . . � . ... . .. ._ .... ..._�_�Q__.. e. , . . , .......:... ........_�.. �., �. , , ', .....:.. � . ... .�....... .. i.�.. .. ....:- ...._.... ; _..__ � _. ...._......_ :...... .. ..1... _. .. _._ . _. I�� . ....._.. .._-__ -.__ __.__-_- _ _...... ��', I �� i I � � �i I SEE SHEET NO. 9 FOR -Ll- ALIGNMENT o� .i �. .�. .�. .. . I . . . �. .. . . . . . . .. . .. .. . .. . .. .. li ii .. . .. .... �.�. .. I�i �.. . �.. . i., .�. �. II . .�. . �� . . . . . . . �. � �. . �. �. . . � �. �m :3 �ro. . �. �. � . �. �. ��. �. �. �� 75 76 77 78 79 80 81 82 83 84 85 86 87 88 ��� 6 �. I . .�. .. �. RIGNT DITCH PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � I /-53�8/1-53/l 5! � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �I �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA RO �'. i I i ii � MEDIAN DITCN ,,.oPt , .....��N�.,,. '�°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s ... .. .. . .. .. .. . . . .. . `� `� . .. .. ... ....ii.... ... i.... . . . .. �.I.. ���. . 14� SEAL `� 14� SEAL � PIPE HYDRAULIC DATA ozsa�a 36788 EXISTING 30°RCP �`:FaciNe�Q`�� ..� FNc EEQ'�t,�J . . . . . . . . . . . . . . . � . � . . . . . . . . . . . . . . , . � � • -�' .` ��'. �v� `.. I N F, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . Ff ' ��F. p � !� ' RSe �J . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . i . . . .. . . . � . . . RAl R A - lI . I ... i . . ON t P ! W � NE . . �. D NAGE A E .9 AC �- M. EA7 i DESIGN FREQUENCY = 50 YRS �i �i u��u u���u i i i i li i i i i i i DESIGN DISCHARGE = 48.0 CFS i ii li � I I DESIGN HW ELEVATION = 397.6 FT ii ii � i� �. �. �. �. �. �. �. .�. �. .�. �.�. �. �. �.�. �. .�. �.�.� l00 YEAR DISCHARGE = 50.0 CFS� �. �.�. �. �. I . �. �. �.�. . �.�. Ii .�.�. . . . . . . . .. . . I .. I��... . . .. . . .. ..�. /00 YEAR HW ELEVATION = 397.9 FT �. .. . , .�.li�. . . . , . . ---_.-- --- __— __.----- _ —___ -- . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . .. . . . . . . . . . . . OVERTOPPING FREQUENCY= 500+ YRS . . . . . . . . . i . . . . . � . . --- --. _ . . �. . i . . . . . _ -- �--- OVERTOPPING DISCNARGE = 98.0 CFS �. �. �. �. �. �. �. �.�. �. �. �.�. �.�. . �. �.�. �.�. �. . �.�. �.�.�. OVERTOPPING ELEVATION = 406.0 FT �.��. �.�. �. �. II .. ..... . .. � i � .. .. .. .. .. .. .. ... .. .... .. .. ... ... .. .. �.�. .. .. .. .. .. . li�. �. �.�.. �. �. li �, . . I� . .�. . . . . . �I li . . . . . . . . . . . . . . . � �� �il — �— -- i -- — �.�. �.�.�I �.�. . .�.�. .�.�. �.�. �. �. �I �. �I �.�. �. �. �. �. �. �.�. I �.�.II�I �.�. �. �. �. �I�... .. .�. I �. . �. i i ....... ...�,�... .. �i . ....... ...... .... . .. . . .. .. .. . . . .. . . .. .. .. . .. ...�... . . .. .. .. . ...�����i .. .. .. . . . . �. �. : i : . . - � I I . � , I , II � � I Pl = 96f90.001 I il ' o__ XISTING 6 OUND I I EL = 396.50' � � -- -- - -------- -�_- -- � VC = l,100' --- -- - -- --- -_� i K= 425 i i i i �-i i 1 - I (-J1:0/86° ` - II --i-' --- 'i V > 80 MPH , � 'I ( J :500� %� _.L_ --i�- � il il il i i (+)I`5680°� � - � � - -- -- - =i ---- --,- -- ' ' - - --- '-- - . � P POSED RAD - - - - - . L _. --�- -- - - - - � - ---�+10. 000% � J 0792 %- , , -� J � f+J 0. 000% _ _ - - - I - -- -- -- -- � 3 9.37 �-J 1J8175` I �- LfILI 680 � I ,I : Ef� J END PECIAL C T DYTCH LT. BEGI SP�CIAL CUT', DlT H L7�. P=96 26.0 0 I I P! �,=100 00.000 I Pl = 9+00.000 Pl = 93+50.00 EI = 3 7.OB ii EI � 39 95 , EL = 404.3/ EL = 400.I12 � -- - � sr es+io I I� -- ---- - �� cr r�e� , — - -- -- - : �. �. _. .: �. . �. . �. �. �. ... �. �. �. . . �. . I �. �. �. : �. . EL � = 3�6.0' �. �. �. �. �. I �. ��. �. �. �. �. �. . �. �. �. �. �. �. . .�... . �.. . .. . _ . . .... . .. . . i... ...Ilii. .. . .. .. . .. . .. . .. ..ii. .. _._ .. ii . . .. ..lii. . . .... . � .. i ..��.�. . .. �.�. . �li �_�. �. ..�.... �. �.�. �. �. �.�. �.�. �. �.�. �.�. �. . �.�. �.�. �. .�. �.�. �i �. .�. i �.�. �.. �.�.li�. �. .�.�... .. . ..�. ..... ..... ..�. �.�. .�.�.�. �.�.�. �.�., �. �. �. �.�. �. �. �. �. �. �.�. .�. -._ .. .. ... ...I. . .. . .. . ... 88 89 90 91 92 93 94 5 96 97 98 9 100 101 9 9 � 'I I I� I � I ' �li �i, I i� � i �� �� _ _ _ � -_ �� _ ��_: i� � i � '� . � � — _ . j { Ll RT : � 4 ��I �I I� �� ���I �I � 4 I I I I I _ __ I i i � � � � � I � , '� � , � ,, � I 44 I � � I � �i � li li I i - - _ , �� � T �i ___ --- '� - ----I_ II : I �� � 1 � � _.�. _ � _ �-- - - � , � � � I � � -- 'I ' -- � �i , , , �'� , _ _ i ---- _ '� I _ _ ,I , _ _ ' __ __ _ _ _ __ _ ' __ . I _ - -: �I -- � ', -- --: -- � � I� I I � -� I' - - � - �I v Pl - 97+70.00 I EXl TING GRO ND � i i _ I LQ. �o _ - _...._, --- ---._ - -- ---- -- ------ -... _ --- - -- ----- — - o : --- ---- -- - -- --- _... _... �-�-- _... . - - - -- _ _..I EL - 396.65' T — -- ; --- �v -- T----- � d' �__1 --- ---- -------- --- -- - _ � l VC = 1.450' I i� N I� � �-- �- - - � I K 562 � --- -,� __ P OPO ED RAD I, V> 80 MPH � � - _ - , _ -i_ i i _� , )/ i .00 83 , _ I 4QQ_ ..... _ - ... _ _....._._ _ - --. , ,...... - - — _ - _--- _ - ---- � --- -- ---- ---- - �' -- � — �� 4QQ.--- � _ _ � �-_— �__....._ � _....--r- ----- - _ --- �_ � .. �I � END S ECIAL CU DITCH T. Ex�sr s� RCP ( 11.57b4% I sra 9a+ 2 _ I , _ E4Ev - as.a� _ OB3 , (+) .5704/, . - I . - . . . . .. , lSEE SH 5/ L L7. . Q . � . _ _--_ ._.__ _ __ , ___ _ 1 . . . . . , � 7'A! � ( )/. �I .. �. . . �I i . f i Pl B 50.000 EL 02.07 � � PIROFILE FOR YDRO A ----�4 =-- _. ....._ -.. .. --- -i_ --------- ----- ---__.. __...:. - '---... - -- ' ---- -- ---- ---- ' ' '� � - ! -- - ---I -- ---I - �- - -�4.Q-- � , � i - --- ---- — --- I - � (-) 0.5 00% , � �I ' �, , ' ' I il i � � � �i I � - �` - �I- -- -- - -- -- -- �i II -- -- _ _. � _ _. _ _ -. - - - � - - �_$Q-- . �$Q , , ' I � {. _ % -- N� � j � � a� I , � , I �I 5EE SHEET NO. 10 FOR —LI—I ALIGNMENT �� ' �, � �� ', ' ' � z�U , �i i i li �� � I I �� :� � M� 88 � 89 90 91 �92 � 93 94 95 96 97 98 99 100 101 N...� 6 �. I . .�. .. �. RIGNT DITCH PROJECT REFERENCE NO. SHEET NO. � ' /-53�8/1-53/l 52 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. . � . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. i �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i I II I � MEDIAN DITCN ,,.oPt , .....��N�.,,. '�°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . I . . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s �.:�.�. :�. �.�. �. -�.�.�.�. .�.�.�. �.�.�.�. �. �. �.�. � �.�. �. `� `� . �.�. I .�. I �.�. i �. �. �. I �.�. .�. :� ���. �.�. 14� SEAL `� 14� SEAL � ....�.�. �.�. �.�. . ......... ..,... �.�.�.�. . �. �.�. i .. .. . �.�. �. I �.�. I �. . . I .. ..I�. i �.�. � 029473 . . 36788 . . . . . . . . . . . � . . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. ,�. . �. �'`c'vG I NE�Q` . �y':�;YG I NEEQ'�F, �:• _ _ i p � � � � � ' = .'•. :.: : : : .J �: . . . . . . . . . . . . . . . . . . . �4� �'••........: E��P . ../ . ,� 4�SONM 1P�`O� ,��4p! WEATNE�Se` � PIPE HYDRAULIC DATA PIPE HYDRAULIC DATA I i � . . . . . . . . . 36"CMP TO BE PRESERVE� � � 42°CMP TO BE PRESERVED . . . . . . . . . . . ... � . � ,,,,������•• ,•��������•,`• . . . . .. . �� OESIGNGFREOUENCY = 50 YRS DESIGNGFREQUENCY = 50.9 ARS II .. . .�.� . II . II�... �.��. �.I�'I .. . ... .. . � ..I�. �.Ii�. . �. �.�.�� .�.� . . i� .�..�.. . � � � DESIGN DISCHARGE = 70.0 CFS � DESIGN DISCHARGE = I00.0 CFS �. �. . �. �. �. �. �. �. . �. �. . �. �. �. �. �. �. � �. �. �. . �. �. �. �. �. �. �. �. � . �. �. �. �. �. . . �. �. � �. �. �. DESIGN NW ELEVATION = 394.1 FT DESIGN HW ELEVATION = 374.2 FT � � I� -- ---- --- --- __— - - - � — - � _-_ - I00 YEAR DISCHARGE = 80.0 CFS l00 YEAR DISCHARGE = i10.0 CFS �� �� �� I00 YEAR HW ELEVATION = 3955 F7 �. � l00 YEAR HW ELEVATION - 375.8 FT �. �. �. �. �. � . . . ���....'. �. �. �. �. �. . �. �. �. �. . �'� . . . .. �. �. . �. . �. .'�. �. . �. OVERiOPPING FREOUENCY= 500+ YRS OVERTOPPING FREQUENCY= �00+ YRS I �i �i li �i �� �. OVERTOPPING 0/SCNARGE _ 125.0 CFS �. OVERTOPPING DISCNARGE _ �93.0 CFS �. �. �. �. �. �. �. . �'�. �. �. � �. �. . �. �. I . � �. �. �. �. . . � �. � � OVERTOPPlN6 ELEVATION = 406.8 Fi � OVERTOPPING ELEVATION = 4099 FT � � � � � � � � � � � � � � . . �. . . . . . . . . . i� . i . . . . . I� . I! ---- --- ��—�-F- .-�3��Q� � — . _ �. �_ i �. _ �. . . �.. �. II �. �. �. �. �. �. �. . �. III �. �. �. �. .. — -1II� : — — �. _ _ _ I _: _ P aPo�Ea Ra - _ _ _ __ _____ _ _ __ , I__ � �.— ---- -- 1� ' �--- -- �, � , � �� � — —� , � I _ _ _ ' : -I :-- - � :-: - I _ _ _— —T— I � I � � _ � � � � � � � � - -- --- - — — — — �; _ _ �-- — ` � � 7+11 0% : . ---- — i�� `— EX! TING�GRO ND i � I- v, _ ------ — __ ---- - — ---- ------ -_ I � � ^ '� � : ' II 'i I --- --- — --- - --- - �— -- _ - ---- ' � END PECIAL C T DITCH LT. Ii ii I i Pl = I 1+50.000 i '�i EL = 400J5 � � � �� � � �i — --- ----- ---- --- -- — — __ _ _ �: i.. I�i � � � I�� li� �� i� �, � � EX157 36"C P . . . . EIVf/57 4 CMP� �. . . . . �. �. . �. . �. � �. . li . _ — _ �. .. .. _ LO-B� Pft� BY ... . . Zp� R€5� D. . II . III .. . . . . . .. �.I�. . .. . . I... .. . .. . . ��. . . . I�i � 57A 103+77 �. �- . S�A l05 00 . . . . . . . . . . . . . . .-- . �i . . . . . . ...�. �.�.� .. �.�. , ..� ELEV�.=.365 'BELOW�.GRli.�.�.�. �.�. E�EV.- 3602'IBELOW GRIDI . .. . . . . . .. . .. � .�. �.�. �.I�. .��. �.�. �. �.. ..�. . . �..� � . . . . ...I. . . ..... . I ..�. ��... . �.. .. .. . . .. ...�. I -.:, . �.. I� .�. - .�. �.. . . . . 101 102 103 104 105 106 107 108 109 110 111 112 113 114 � 'i i ' � � 'I 'I '� '� : _ _ I�� -_ l� - J�_: � � �� I . � � — — . 1 { Ll RT : 4 ��I �I I, �� ���I �I � 4 I I I I I _ __ I i i � � � � � I � , '� � , � ,, � I 44 I � � I � �i � li li I i - — — --- �� � T �i ___ --- '� - ----I_ II : I �� � 1 � � ------ - _ _ � _.�. _ � �_ � , , � � � I __ -- � �i , � o , i , , li I� _ I �� I h-; I _--- _ _ _ _- -- � __ �I - - —_ ,� N I . _ _. _ ' (+ 1.5704% � I 'i -- ' i:-- _-- - � I I I I i �— ------- I I � I _ —�- _ �----�-- � I � , � , , i , A � , _ __, � — — — - ' ' _ _ - - I '! �i 'I il 1Q � � - - - - -- -� --- I --- _ ; _.._ -..-- -- - ___... �, __... � _.._. _ - -_=— — - -- - -- - --- -- --- --- - -- -- r -- ---- -- — ---�--- --- � T----- �1-9-- � N II .. ... I . . ... i _ ... . ... .. _. �� .. . . _._. ..-- ---- . . — —. � . .i.�� .". ." . . I O . . . . . . .. _ _ `. i _ � . . .. .. l .. .. .. .. .. .. . .. . .. � li � EXISTIN� GR UND �I� I —�' � ------- ---- , __ -._ _ _.._ __ 'I i 4QQ- ------ --- ...- _ -..._ - ___ ' ---- --- - _ � _. _ I— I ' 4QQ.--- --- � ' � - �, �+ i.57o4i --- -.-, _ � , � - — — — -- ..... , _ --- _ ___ _ 1 ' _ -- -- -. - , � � ----- I! � I I� ', � � � ----�4 —�,— = ----��-- —�- -� -----. _ - __.... , I-...-.-. '; - ... - -- ' ------ -- �� _ - - . . . - - — -- -- ,--- ---- +----- —�4.Q-- � , � I'� II� :-- I� � I I I II I i SEE SHEET NO. 11 FOR -Ll- ALIGNMENT _I � • �$Q- - --- --- ---- ------ -- - __._., _ _ .,........ _ _. --� ---- ---- -�-$Q-- I � EX157T36"C P . . E�XlST 4 CMP. . . , ..... ........... . .�.. . .. ...._ � _ ...----.._ .-----�- '.. N II �'�� , � TO BE PRE ERVEO � Tb BE RESERVED �I � I I . . a'" �� 57A 103+52 � � S�A l05 08 � I . . � �i . I . �. .. .. . ELEV.= 368 'fBELOW GRl J �. .. E�LEV.= 36/3'lBELOW GR101 ���. .. . �.�. . .. .... .. . . �. . . .�. lSEE SHT 5 -LI-� LT � � lSEE �5 P 52 -Ll-� L . . . . . . . . . . . . . . . . . . . . II �. . . . . . . . . I . . �-o �...� . . . . � �, PROFKE F0� HYDRO DA7 1 , P�40FlLE FOR HYDRO ATAJ ',,. ����, . . . . I . . . . . . . . . . . . . . � II . . �. z�U � ' I � i �i . I I � I . I I . i . , i '�. i . . I . . �m. � M�� 101 102 103 104 105 106 107 108 109 110 111 112 113 114 6 �. I . .�. .. �. RIGNT DITCH PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 5� � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. . � . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. i �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i I i ii � MEDIAN DITCN ,,.oPt . .....��N�.,,. '�°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . I . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s I I . �.:�.�. :�. �.�. �. -�.�.�.�. .�.�.�. �.�.�.�. �. �. �.�. � �.�. `� `� �. �.�. I .�. I �.�. i �. �. �. I �.�. .�. :� ���. �.�. 14� SEAL `� 14� SEAL � ....�.�. �.�. �.�. . .�.�.�.�. . I. �. �.�.�.�. . �. �.�. i �� . �.�. �. I �.�. I �. . . I .. ..I�. . �i �.�. � 029473 . . 36788 . . . .. �. �. . �. �. �. �. . . . . . . . . . . .. �. �. . �. i . . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. ,�. . �. �'`c'vG I NE�Q` . �y':�;YG I NEEQ'�F, �:• i p ' : ..: . : �. � : : �. . �. �. �. . - : �. �. �. . . : �. �. �. �. �. �. . �. i �. i . . �. �.. . .. � . �. �. . I �. �. I �. . I �. �. �. I � � .. �: . , lqf�N M 1 P���'� ,������ WEATNERSe` � . ... . ... .. .. . ..... ..... ...�.�. � �. �. i i �. �li�.�.�. � �. � :.i .....I .. I .. I...... ..I.. I . . .... .. . ..�. �II... ..�il. .�. . uuu u�uu ii �'n� �oo �•iu .o� I I I I '�I i ii � i� ' I' � — -- -- - '_-- --- --- ___ -- _ —__ _ II'' ' __—. __— � � , � --- PIPE HYDRAULIC DATA - . i li I li i— -- -- -I,i -- I i li I 36"CMP TO BE PRESERVED i i i i i i i . .:� DRAINAGE AREA = 29.5 AC :�.� .. . . .. . �,... .�.i,�... .. .. . .. . . .. . .. .. �I . .. . . .. . ..... .�ii� ..�.i,� . ....�, .. .I .. . I� .... . . . DESIGN FREQUENCY = 50 YRS .... ....... .... .. .. . � .. ...ii... ...ii... .. .. .. . .. .. .. .. . .. .. .. .. .. .. � . .. I�� .. . .... ...... ..ii. ...ii... . ..... .. .. . � .. DESIGN DISCHARGE = 70.0 CFS ii ii . . �. DESIGN HW ELEVATION = 4072 FT . �. �. �_- . �. �. �. �. �. �. �. �. . �. �. �. �. �. �. �. i �. �. i �. . �. �. �. Ii �. �. �. �. I �. � �._ 1 .,'r26g I % . . . . . . . . . . . . . . _ . . . I . . . .. . . . . . . . . . . . . . -. _ J ._ ._ _.y.,� _ - . . . � � � l00 YEAR DISCHARGE = 80.0 CFS � � � - � II � � � � � � � �, � � � � ---�- � � � � . . l00 YEAR HW ELEVATION = 409.4 FT � . . -_ - - . . . . . . . �. . . . _ --� . � .. . . � . �� OVERTOPPING FREQUENCY= I00+ YRS ��� -- . � I I- �.�- � I �_ OVERTOPPING DISCHARGE - I14.0 CFS �. �. �. �. i :� �. : . �. i . P OPOS�ED. RAD �. . . . � -. . . L i �. �. i � � . I� . . �,i . � � . .. I . �. �. . OVERTOPPING ELEVA7/ON = 425.6 FT .. : : �. �. �. �. �. . �. �. �. I � �. �. � . _ _ - - T �. �. ��. �. �. �. . .. iil .. . i. . . .. .. .. .. O .. �. . �. .... . .... .... .. . .. ... .. ... . . .. . . - . .. .. . . . . .. � . . O..... . .... .... . .. . .... ....... ... .. . .. .. . ii��.. � . - - -'.. �. �.�. . �.�. �: �.�. �. .�. ��.�. �. . �. �.� . �.�. �. �. . �.�. N . . . . . . . . . . . . . . . __ . _ ._ - - - - .-. . ��. i . . . . . . . I .... .... �.. . �. -. �. �. . . -. . / i / 1 i I . . �1r11.56 0% T--- -- EX{ rlN GRCJUND I ' - _ --- — �I _ — — — - + ��F'ZDU , , - ------ � , ___ ___� I ii BEGIN SPECIAL CUT DITC iT.l i II I'�i �t D 17 �5 /A p p U7f DlT H L7. — ' � _ l = l �0_QDO � I `�- I — — -- — 1 __ I E L - 4 2 6. 2 6 E 4 6.47 I .... . �.. . .. li. . .._ . . .... . . .. .. . � .. .i... ...lii. .. .. .. .. . .. .. .. .. . .. ..ii... .. _._ ...ii .. . .... i... ...ii. .li... . .... .. .. � .. EXIST 36"C P �. Ili _ . . �. �. . �. �. �. �. �. �i �. �. . li �. . �. . . TO-�BE �R - RV€-0- -- � - - - 57A 114+76 . . � . . . . . . . . . . . � . . . ELEV - 39i7'BELOW GR! 1 �.. .. .. . . . . .. . . �. . �. �. �. �. �. �. .. .. .. .. . _._ .. . �. �. � �. I .. . . . . . . . .�. 115 116 117 118 119 120 121 122 123 124 I 125 126 127 ' I' _ll ' J �� , , II _ _ _ __ _ _ : � i i , � �� I� I�� li __ _ _ I ___� % � � Ll RT � � � � � � I I I 'I '�, _ _I_ � � � � , , , � , , '� � , � , ,I 4 4 I � � I � �i � li li I i - — _ , �� � T �i ___ --- '� - ----I_ II : I �� � 1 � � _ .�. _ � _ � -- - - � , � � I _ : � I �I �I �� I , __ ' -- ' ____-1 --- '-- - _- �'� �' I __ _ _ I . --_ __---_ _ __ __ � _ _ _ � _ _ Pl = 124+70.00 I . I . - -. . _ _ EL = 439.05' i 'I � -- � i -- --- _ i �i VC = 850' �i o �i - I -.-. - - K= 723 I o !, V> 80 MPH I� i� d i� Ii i � � _----�-I-- --ii-- ^-- ---- �i i _ — � � J0.3953% I --- - - --' --- '------ -' --- ----I- ---- - ------ - -- --- �I- _ - - - -- ---- --_. _... _.._ I' i - - - -- -�' - '�__ 4Q-__ � I� i _ -- - � nT��a�... � �- - - ... � �----- -� 44_ __ II, - � _ _ I ____ � --'- _r.f� �9���-- �I - � ��r r � � � __ ' _ _ L i '-- ROP�SE GR DE i i �,, � _ � ---i-- � � � � � ' I I 4�Q_ _ .. _. - .. --- - ---�� ---� - --- ---- -- -- - -- � -- - - _ I' -- �._. � __:._I. �� _ -- --- - � ---- - --------- ---- ---- -- - -- --- -----' I '�-- .... . _4 � Q. --- _ __ -- - - —" ''; � � � -- — : — EXI TlN GRQUND v (+JI.57 4� ------- — -- I _ __ _, � _ � -_ -- . - - � ---� � � ---42Q- =-= -----�-----: _........ -_- ---..:. __. __...:. ', - -- - - ' -- --42_Q-- �, , - -- - ' � � � - --- �' � I'� II� : - - ' I �, � , , , � � i I � I IE SHEET NO. 12 FOR , i I � SE -Ll- ALIGNMENT �- _.. I - -- -- — '----- ----'--- - -.. . _.... _ _ ,........ - - - . -- - __ - ---- -4� Q - Mi.�n EXlST 36" MP � . � . .:. .. . . .:... ...... .�.. '�. ,,I _ ..., _ _ I _ 1 50 BESHT9 �lBEL� G lDI ,... '�i... I ' i --.....:. ....�. ..lill.�. .. ....I . ...- i-- - -{II-- -III..- --... . ... .-- �C 57A //5+02 �. il . �. . �. � ! �. i . oN-o PROFILE F R HYDRO OA AJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I �. �. . . . .., . �. �. . , . . �. . . I �. z�U � i i �i ii � i i I li � i i � �i I �� :� �� 115 116 � 117 118 119 120 121 122 123 � 124 125 126 127 � �.� 6' 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. . .. .. .. . .. . .. . �. .. .. . �. � . . 'i. . ` I� '� 1-53�8/1-53/l 54 I��i ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER �. �. . �. �. �. �. . �. �. . . . . . . . . . . . . . . . . . . �. �. I �. I �. �. I �. �. . �. C��PtH`CA R0� � p� ��p`01�' CA Rp� ���, il i � MEDIAN DITCH ,�o., ...Ss.i"•:N9''. .-'a°:-...55...,,.ti9.-. .. . .. . .. . . I I i . .. :.oFE pN., :.oFE lpN'•. . I I . . . : -Ll- LT , , � , , .� �: .� 9... - ' 4 SEAL ' 4 SEAL ....�.�. . �.�. . .�.�.�.�. . I. �. �.�.�.�. . �. �.�. i, .. .. �. . �.�. �. I �.�. I �. . . I .. ..��. i �.�. 029473 36788 . . . . . . . . . . . . . . . . . . .. �. �. . �. i �. �. �. . . . . . . . . . . . . . . . . . . . .. .. ,�. . �. �'`c'vG I NE�Q` . �y':�;YG I NEEQ'�F, �:• i p ' : ..: . : �. � : : �. . �. �. �. . - : �. �. �. . . : �. �. �. �. �. �. . �. i �. i .. .. .. .. . . . . �. �. . I �. �. I �. . I �. �. �. I � � . ; . , lqf�N M 1 P���'� ,������ WEATNERSe` � . ... . ... .. .. . ..... ..... ...�.�. � �. �. i i �. �li�.�.�. � �. � :.i �.�.i �. li . ... . . . .. . ..�. �II... ..�il. .�. . uuu u�uu i i I I PIPE HYDRAULIC DATA �I i il `, I � , � , 36�cMP ro BE PRESERVEO i ', I� BEGIN BRIDGE -- -- — _— ___ - - . _ —___ __ . . . DRAINAGE AREA = 32/ AC � �, . . � � � � � — . Pl = 127+50.00 �i DESiGN FREouENCr = 5o rRs I �, -Ll- LT STA. 141 +33.36 EL = 444.48, � DEsicN ascHaqcE _ �5.o cFs �, �� I� ELEV = 435.92' VC = I.500' I'I DESIGN HW ELEVATION = 4i3.3 FT � I I K= 74/ l00 YEAR DISCHARGE = 90.0 CFS I� I I V i SO MPH -- — -- --- . . . . . . . . . . . . . . . . . . . . . . . . . _ l00 YEAR HW ELEVATION = 4285 FT . . . . . . . ' � .-- — -- — — - — -._- — i li i Pl = 138+ I' � .�.�.�. �. ... �.�. . �. ..�.... ...�... ...�.. �. �. .�. i,...... .. ... .. �.�.�. OVERTOPPING DIS �ARGE _ �O� ��5.. ..�. I �. . . .. EL = 439.4000 �.�li�. �.I �. .. . .. .... . . . .. .. ... . . i . . . . OVERTOPPING ELEVATION = 435.0 FT .. � VC = 300' � � . . . � K = 357 �I (-J0.45 6% V= 78 MPH � � -- - I i i i I II _ � - -- --- ---- --- _ -J0.45 I� -- _ _ - - --- - - ---- --- --' - - ---- - - -- - _ I � e � 968% � PR POSED G ADE � -- I (-1/. • `V ---- -� - - ---- -I_ - � -- --- � ( J 0.8 /% "' .. � � � � ', - -- --- i -- �* i� I� -J, EXl TING GRO ND i -- --- _i\ : � � BEGIN SPECIAL UT DITCH LT. E D SPECI L CU D! CH I T. i II ' '� � - —�� - - - - -- - --� � '� 'i Pl = J 8+50.000 P= 130+2 .000 � � i � : EL = 36.22 E= 434.8/ i� �i� 'i� i �i � , , � �� � �i �i ---- - ---- -- - - _ _ _ _ � ; --- ---- � �. �i il �I � _ _ � _ _ _ � � � �� �� i� �� � i� � . . . . . . .. �. . . . �. �. �.EXI T 36" d1P � �. �. . �. I �. . . I .. .. . .. .. _ . ... . . . . .. . . . . .TO E PR SERV D .. . . .. . . .. .. . .. . . -- I�T�-l35*�� - — - . �. . . . �. �. . . . . . . �. �. . �. �. �. �. �. . .ELE 3 � .5'(B LOW�. G�7/OJ �. �. �.. �I .. . .. . . .. I .. . . . .. . . . _ . .. 128 129 130 131 132 133 134 135 136 137 138 139 140 141 � : � � I �I �I ' i I �, , � �� _ � �� _ __ � - - l� - J�_: _ : � � �� I ', I I ��i �� . � � --_ _ I 1 i� � � Ll RT � � � � � � I I I 'I '�, - - _ _I_ � � � � � � � � �, , , 4 4 � � '� '�� I I I I I 'il I'i BEGIN BRIDGE _ _ T - �� � �___ --- '� ------I_ I : I �� � 1 -Ll- RT STA. 141+30.21 � _ � _ �-- - - � � �i �i � I ELEV = 435.58' _ : Pl = 135+40.00 - _ � �i , I � I I � --- I __ ii �il EL = 443.28' - -_ _ �I _ __ _- -- _ _ � I -- -- VC = 1,I70' __ i � I � K= 688 I � I V> 80 MPH � I I�I I - -- , , - - -� 95�; , - - - I(r -l! --- , , , .�3046 o P OPO ED RAD� I I ,� � __ �� I ( +J0.395 % - _ - _ - _ - - I !� � I� i I -__44Q... - - - -..--.. _. --- _...... - - - - - - . w._..�. _..... _ _ ._ .. y - -- - - _ - - - __. __ _. , - - - - - -- --�... _.. _.. _ 44Q__ o - _ - --- ----- ; ---- ---� _ ---- --- - ---I -�---- �.. .. _�-_ -� --I�-- --�-- --- ---- - I�'i - --I-- ---_... . _. . o __ __ r- _ � � il1.30 6/ a- f) 0:8000% i � i \ -- °, � EXl TING GRO ND i --'-- --i__ _/� - �� � � - -- -- ----- - -------_ _....... _ _ _--. , '� ------ ---- - - - - _. .. � _ _. - -- ---- _ _ -- -- --- --- --- � -- -----_ 4�Q.--- - -- II , � : �- 8 ' _ I i , � EGIN SPECIAL UT DITC RT. END S ECIAL CU �l ,CH T. , � �: _____ ' - --- I - -- :- - - � Pl I 8+50.000 , Pl� _ l 1+50� 00 � i _____ _ --42 --�'��— -- ---E��---- 37.33__... _--..- -=- ----- ---__.. _....._E 349 ......_ _..... _- ------ -- � -- I' _. - .._ - I� - -- ---42_Q-- � ' o I i I � i I i -- -' v� � - --- --- -------------'-- ------ ------ --... __._., _ ,........ __..... _ - -. -. -. �_...:.. __-- -4�Q- . . , . . , . . , ... .. . . .:... ...... .�.. _ '�. , , . _ EXf T 36 MF.... .. ..1.�. . .. ...-- . ... -..- '-- - -�-- --',._ . ... ... . ..... . �.. - - vir� i I � I TO BE P SERV D � �I i � i � a�i '. i �. i � 57A. 135+ 3 � I �. . i .� �. ��. �. ' � I , I I P�v - 3 z2�re tav Rioi I � SEE SHEET NO. 13, �, , I I rsE,FiiET oR HvbRo o ra i � FOR -Ll- ALIGNMENT 0 z�U �I i . : I . I . . I . . . � . . . . . i . � � . � � �. I . . ! . �. .. '�, I � �� ,3 �"' 128 129 130 131 I 132 133 134 135 136 137 138 139 � 140 141 � �, � �.� 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 55 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. . � . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. . . �. �. �. �. � �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. i �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i I i ii � MEDIAN DITCH ,,.oPt , .....��N�.,,. ��°"� � "����''-. , .... , ...... . .... .. .. . . .... .... .... . . .. I!i�... . . . .. I . I .. i . . . �.2.:'oFE55/pN��9 : C�2:'oFESS/�N.,s : - - - - � -Ll - LT '� � , � � � GORMAN STREE , I � `: •.� �•. - � ' 4 SEAL ' 4 SEAL . . . . . .. . . . .. . .. . .. . .. .. .. . .. .. . .. .. II... .. 029473 36788 �. �. �. . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. I �. I �. �. �. .. . . .. . .. �. �. �. �. �. �. . �. �... . �, . � .�q.'VG I NE�QE�,, � �y� �:�;YG I NEEiOF,F. J:` � � i � ;, ,,,' .,, . ....... ... . .. . ... .. . i .. . I .. . . � � . .. .. . I .. .. I . . . I ... I�� ...: . pf�NM iP��O� pi �WEATNE��J• END BRIDGE , , , , , , � I I •,,, -- -_ -. � - _Ll- LT STA. 143+66.81 I ii ii i� ,���,,,o•. .•,.,,,�������` �i = i i �� � �� ��� i � i � � ELEV 432J8' ii ii �� --. --- --- -- - ___ --- - PlI = I46+00.00 I', � � — __ - --- EL = 429.10, ii � � � VC = 300, I i i ii K= 2282 � Pl = 149+00.00 � �i � '� � , V> 80 MPH ' EL = 424.76' i � '!� �I - -- -- - - - -=_= ---- - VC = 300' �- ------ -------- -----__ _ (-1 578/% J� �i V� 80 MPH iil i �li li � � ( - .57$ °, i _ _ � -------- � - - _ _ • , ------- _ I _ ---- - I - -� I �- .446 % ( 1/.5 I " ------ _ � ` 3 7/, I � '� II -------- - : ` I_ I I, PROPOS D GRADE �� -- _ I__ i ; i , I � � li i� - - ---- i i� . \ � PIPE HYDRAULIC DATA I --- --�-- --- -- � \ � 36" CMP i0 BE PRESERVED �i �II i - - - - = - - - - , - - ( )1.5367% � � DRaiNaGE aREa = 22.a aC � i — EXl TlN6 GR UND ; — — __ ��. . . . . . .�. DESIGN FREOUENCY = 50 YRS �. �. ii �. �. . �. �. �. . �. �. �. �. � . . . � . -- .— DESIGN �ISCHARGE = 50.0 CFS ii i i �- �� \ — - — — - — — � �. / �. : .. DESIGN HW ELEVATION = 397.3 FT . �. �. I �. �. �. �. �. �. �. �. �. .- .. .. il . . . . il � �. �. . . � -�- �i-•-- - - - - ��.. - �. . �._ . . �. . �. l00 YEAR DISCHARGE = 60.0 CFS . �. �. �. �. �. .. �. �. �. �. �. �. �. i �. �. . �. �. . ,. _ _-_�___. ��- I - - �___i(+) O. O2l% � �� ... . . �. . . . . l00 YEAR HW ELEVATION = 388.8 FT � �. I �. I . . . �. . �. �. �. �. �. . �. II . .. il . �. �. '� J— -- - — - - -- - I I . ��� OVERTOPPING FREQUENCY= 100+ YRS �� � �� � �� � � � �� �� � � � � � ovERroPPiNG DiscHaRGE = 9�.o cFs BEGIN SPECIAL UT DITC LT. II � � � � � OVER70PPING ELEVATION = 428.6 FT �� �� �� �� �� �� � �� �� �� �� �� �. �. �. li �. �. �. FI = I 4f3%.680 �. �. � � � �. � Pll =155 50.0�0 �� � EL = 06.98 - --- . El_r_ 40 _.54 ------ , �� � --- - - --- - -_- --- � 'I 'I , il � � � � � � � � __ � � � � ..��.�. . .. �.�. . �li �_�. �. ..�.... �. �.�. . EX157 36"CMP.�.�. �.�. �. �.�. �.�. �. . �.�. �.�. �. .�. �.�. �i �. .�. i �.�. �.. .�.�li�. �. .�.�... .. . ..�. . . .. . . . .-- . -B -PRES�RPEQ .. . . . ... . . . . .�.I. . . . _ — _ . .. .. .. . .... .. .. . �. STA 16+20 ... . . . . .. . __ . .. .. .. . . . i I . . . . . . . . . . . . . . . . . . . . ELEV -� 363.9'lBEL GRI J. �. . . . . . . . . I -- . . . . . . . . . �. . . . 142 143 144 145 146 147 148 149 150 151 152 153 154 155 I � � I II JI J_: I' I'I _ � �� _ _ � � __ � : � � � ' ', I I ��i �� � - -_Ll- RT � , - i {� � GORMAN STREE i I� � � 4 'I I � � I� � , ' 4 END BR I ' IDGE I III i � i , i _ _ __ � - _Ll- RT STA. 143+53.53 j � i� �� i� �� i� � �� 4 ELEV = 432.62' �i � � � I 4 _ � � , � � II i � � � , i� - -- Pl = 145+00.00 � -� _ �i �i� �i i - EL = 430.84' I -- � i �! , VC = 280' � � � � � � � � K= 678 i Pl = 150+00.00 - i I� I � I V> 80 MPH �i I = � _ I I I li _____ � i EL 42270 i _ _- -- ----_._ i i VC = 400' . - ----- _ _ __ -------- ----'r--- �- .2/53% I K = 3929 li - ( 11.62 0% _ � � ----_. --- -�'�__ _1_ I V > 80 MPH -- --- �- - ------ / i ! i � - - - - - - -- , � - - _ _ _ _ _ - Jf.6� � (�J1.5 I ' P{�5€B �tI}� I �II II _ / E ISTII� � / � i - - -_ 2� I I I I � G OUN - � � _ --42Q � - - --- - ---_ _----- - --1-- ---'�--- ----�,- ---- -- --- ' --_. --- ----- --� --. ---- -- ---- I-._-._..-,.. -� -=- ----- ------- --- ', -- -;- _....... _... _....... � _ __� 42-Q-- � - __- ____ __�_ � � i I _ _ _ ~ � � - - I':�- - � � �- i.s2s2i`� / i T� - -1� _ _ _-_ % ------ - ! .. _ _ _ i �i i \ - - --� ' — - _. _ � � � �, _ --- -�-- --- - - - _..47.D.--- 1� �� - - ` - - = - _ � � _ _ . � _..... , --- � � I�I _ - ---- - - � � l• 982% --- --- _ , I - � -�� , I � \ � Pl 152+00.0 0 ��T H RT. END SPECIAL UT bITC RT. _ _ _ ____ _ ', _ _- --____ _ _� � , i _____ _____ _ , I I BEG N SP, ECIA CUT PI = 153+I4.00 '� I , I '__' � EL 4/4�03 ' EL 4/2.55 � I --40 -- — ----�-- - -- ----- _ - __..... -.....:. - .._ - -- ------ -- � ' _ - - .�._ ----_�_ __ � - - -- __.. - - - ---44.Q-- - - --- � -_ - � , � I'� {:- - I � � � I � � �I � � � I, ' I _I �� ' � �4Q- ----- - -- ---- ---- ------- -- ----'- ----- ---- - - - -.. . __._. , _--.._ _. .... - ---..... ,. . - - - - . - - . _. __...... -�_9_Q-- Qn � i I 'I Ex�sr 36�c P I _ _{I-- >. 3 FOR Ll .:.. a_;i �. i �. TO BE PRE ERVED . i i I �. . i sra ias+yo SEE SHEET NO. 1 - ALIGNMENT o� ELEV - �365 ' BELOW � GRl 1 . . . . . . . . . . . . . . . . . I . . I . . . . . . . . . . i � . �. .�. .�. .�. . I �. �.�. ,i . . .. .. lSEE�SHT 5 LI LT , . . . .. . .. . .. .. .. , .. . .. . . .. .. . .. . . i . .. . N�'�, . '� �� ''�, � � � PROFILE FO HYDRO DAT 1 '� . . . I '� . . '�, . ''� . , . II . z� i i i I i �i i i I li� i i i i �� :� �� 142 143 144 145 146 147 148 149 150 � 151 152 153 154 155 � �.� 6 �. I . .�. .. �. RIGNT DITCH PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 56 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. i �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i I i ii � MEDIAN DITCN ,,.oPt . .....��N�.,,. '�°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . I . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s :: -Ll- LT � � � , , .� �: .� �.. ..... .. .. .... . . .... . .. i .. . .. . � .. � . � .. �I� I ' :a SEAL ' ' 14 SEAL . . . .. .. . . .. . . .. . . . .. . . .. I . i .. i . . . .. 029473 _ 36788 . . . . . . . . . . . . . . . . . .. �. �. . �. i . . . . . . . . . . . . . . . . . . . . . ,, .. �'F'vG I NE�Q` . �y':�;YG I NEEQ'�F, �:• i p � � � .' ; .'•. :.: : : I I I . . .• •. . : . . �. : : �. . �. �. �. . . : �. �. �. . �. �. . �. �. �. . �. �. �. �. �. �. �. �. �. �. . �. �. . �. �. �I . . . ...... il .. .. �: . ,,�l�f � n nu P�`E�,,,, ',, ``l �i i uE�Se`,, . ... . ... .. ... . ..... ...... .... . . � . �il... . :. .. . . ... . . . . .. . . ..�. �II... .. ... .... . � p���i� �oo�` ���•iu .�� . . . . .. . . . . . .. . .. .... �.�. �. .�. �.�. . �. ... ...I . I .. .I... ...I. �.�'il .. . .... .. . ..�. ..�.�.II�. . �. �.�.�� .�i . . li .�.... . .�..... ... . .. �. . ... .�.... ...�... ...�. �. �. .. II ..�. �. . .�. �. �. .�.�. �. . �.�. �. �... ..�. . I� .. . � � .—_ __ — — _ li.___. .�. -__ _— _ �___ — — �. �_ — __.. _ . . Il�li . II . . _ —. _. — . . . . . . .. .. . .. . .. .. .. .. .. .. . .. .. .. .. .. . .. . .. ,,, . .. . . .. . ,i . . ..� .. . . . i . . . � . ...., . �. �. �. �. �. �I . li �. �. . ��ii �. il . . � li ,,. I . . � . -- �.... �... ..�.. �. . �. �. �.�. .. �. .. . �. . �.�. ...III �.�. �. �..�. .�. .��II... . . .. . .. il �. II .. �. i R. .. ..�. . .�.�. .�.�. .�.�. . �. . �.�. �. � . �. . �.�. �. �.�. � �. . �. �.�. . '. �.�. �. . . i f-ll.5 67% I I i . � _ I � I i � --- ---- - _-------- - - -r----I�' = i I i � - E lS%I G G OUN , I - - - -- - ' - --- - - -- - I _ __�' �- - - ee-- -�- -- f-10. 500. - �,`_ ` _�IIII__ � I P P li - _ ( 10.69 8% - �- _ _ ' : - - -�- Pl =l5 +50.000 �-J 895 / I ,_, � 0 0 I' ED RADE o El = 4 7.54 �� PI l5B+I7.600 P -l6 +50.d00 � '� ./O� _`- �! _- � - -- � � - � _ i, "' EI 405.67 E 4 3.59 EI D 5 ECl L C T-0l CH T. II� �- / z� _ / - - -- -- PV I 1+50.n00 I e i _.L_ -- ----L _ '� _ I I -- -I-- �I I i � Ek - 03.1� I PI =164 50.0�0 i � -J L�473% -- I I El 3 .88 �i III B�GIN SPEGIAL UT ITCH LT. END SPEGIAL GUT pITC LT. I— ---- -- - � , - -- - P- J 4+00000 I� P/ 166+00.0 0 � I� � _-- �--- . E= 999 EL 395.33 IN P lA T IT T ' __ --- � � I �I '� I BEG S EC L U D C L. �I �I Pl = l 7+02.000 �� �� I�I �L = 393.60 ENd SP CIAL CUT DITCH LT Pl =, l68 50.000 , �� _- i _ _ i EL '� 39.3/ . _ I 156 157 158 159 160 161 162 163 164 165 166 167 168 169 � : � I �I � � i� I ' _ : _ __ I _-_ 1 - -_- J_: _ � i i I j { � � -Ll - RT � �'� � �', , 4 I, , I; �� �� � ; 4 I I I I I __ _ __ I i i � � � � � I� , �� 44 � � '� '�, � ��� I I I I �I� �I ', I� — � _ �_ _ — T �, � � I--- --- '� - -=--I_ I : I �, � 1 ', , ,. __� _ _ � _- --- - ,_ , � � � , � � � � ___ _ __ �� � � II , _--- _ __: , _ _ ' __ ___ 1_ _-_ '� - - _ -_ ,� __ I. - -. — - - II h-) . �. . �. . �. . �. �. �. - . -- - -- . �. �. . �. �. . �. �. �. �. . �. . �. �. . �. �. �. - �. �. �. . �. �. �. �. . �. �. �, . �. �. I �. �. . �. �. � . . . .... ,.. .. . . . .. . .. . . . .. .. . . I . .. . . .. . . .. II I _ I • C . . �. . . . .. . 'i., . .. .. . . . .. .. . . ... . .. . . . . . II. . _, I I� EX STIN GR UN� i -- ---- - ---- -i ---- - --- ----I _ -1Q-----'- ..:., - ----=_ _- _ - -. .__� --- -- _----- - _. . i _ . .. i _ _t-__ _ --- .- .- ---_ - . ....._. . ��__.. - ----- --- ' - --- ---� ---- �1-9-- .`"- , j - - - - - - - - r , _ - - - - - _ , -- --T — — -- -- -- — ---, -- ---- i r 0.8000, --- --- -- - (-J I� .L _ � i� � , --_ � � � � , , - _ , � __ - _ � i i � � I i __ I � _ _ i - � i ���� , i i� i � BEGI SPECIAL CUT DITC RT. ND PECIAL C T DIrCH T ''- ' PR POS�D G ADE' ! o 4Q4_ �I -- -... � ----- -- ---._ _. _....... _.. .. __... _�... - � - - - --- -- --. _..__.. � -- :.._ � 4QQ.--- -------�- � _... j-,�, -- ; � _ _ EL - 4I0.60 L = 08.20 I I � � - - - _ � _ ` M PI - 56+00.00 I- 1 9+00.000 Pl l64 00.0 0 � I T' II , 0/4/ -t- I� _ �-lL 262/ --ii, )/.6 ----- � - BE IN S ECl L CU DI CN , I ' __--_ � i � I i ----�4 —�— — --- --- —� ----- - - _..... __..._ :. __ --- - --- --- 4 -... I _ _ - .J _ - � - - -E�a...s�Ecr.a�..cu ...Qrr..cx.. T- - ---- ------��--- __.. --- -- _ ._�4.Q-- EL 0 .p.� -- - � , , i Pl = l6 +8I.000 ' � , EL = 95.53 � a , � �I i �i � � ��Q- I- - --- -- -- — --- -- -- - - - -.. . __._. � _ ,........ __..... ' �' �� - . - _. - - -.... -�-$Q-- � _ , --...:. _ � - — -- - _._ , _. , -- ------- ,. _ ... - �� � I , � , , , i i , o�� '., ., '., ' . . . ,. '., . '., '., ,. i . . . . . . i ' . '., . o' I �I II i , II I I SEE SHEET N0. 14 F _ LIGNMENT N� OR Ll- A z�U I i i i i i i i i i I � li � i ' i I �� :� �� �� 156 157 158 159 160 161 162 163 164 165 166 167 � 168 169 � �.� 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. ` I� I �I� 1-53�8/1-53/l 57 ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. �. . �. �. I . . � . �. �. �. �. . �. LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. i �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i I i ii � MEDIAN DITCH ,,.oPt , .....��N�.,,. ��°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . I . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s : : � -Ll - LT '� � , � � � - � '4� SEAL `� 14� SEAL � ..... .. .. .. .... . . .... .. . .. �. .. .. �.�. �.�. �.�. . .�. �.�. �. .�. .�. II.. ���.. �.�. 029473 36788 �. �. �. �. �. �. �. �. �. �. �. . . . . �. �. �. I �. I �. �. �. .. . . .. . .. �. �. . I �. �. I �. . �. �... . �, . � .�q.'VG I NE�QE�,, � �y� �:�;YG I NEEiOF,F. J:` ,C ..��. . ! �F ..... . .. .. . ....... ...... .... . . i .. . i .. . . �� . .. .. i .. .. i . . . I ... i ... . . �N tP . i !W NE . M. EAT ' '�i I PIPE HYDRAULIC DATA '�i �II ,���„ „����� . . . . .. ... . . .. . .. ... .. . . . .. . ...I . I .. .. ...I 42"CMP TO BE PRESERVED .... .. . ..i. ..�.�.ii�. . �. �.�.�� .'�i . . ii .�.... . �. �. �. �. �. �. �. �.�. . �. .�. �.�. �.�. �. �. �.�. �.�. . �. .�. �.�. �.�. DRAINAGE AREA = 50.7 AC �. �.�. �. �.�.�. �. �. I . �.�. . �. �.�. . . �.�. I .�.�.�. .�..... ... . ...�. . .... .�.... ...�... ...�. �.�. �. . �.�. � .�. . �. .�.. �.�. �. . �.�. �.�. DESIGN FREQUENCY = 50 YRS�.. .. . . i .Ii. .�...�. .. .. �. . � . �..�. ------- --- __- �__. . - - �. �_ —__�_ __ . - — --- — - �--- - . . . . . . : . . . . . . . . DESIGN D�SCHARGE = I10.0 CFS . . � �i . . . � �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . �. � DESIGN HW ELEVATION = 359.5 FT � . . . ��� . . .. . . I .. .. . � l00 YEAR DISCHAR6E _ 130.0 CFS � II � I� � II tl. �� lill l00 YEAR HW ELEVATION = 36L5 FT I � M � �. �. �. �. �. �. .�. �. . �� �.�. .. .. �.. �. . �. .. �. .�. �. OVERTOPPING FREOUENCY= I00+ YRS �. . �. . . I ��. . , .�. . �I �. ----{-.-) /: � --- --.-- --- -----. . .- . . . . . . . . . �ii . . . . . . . . . . . . . . . . OVERTOPPING DISCHARGE = I60.0 CFS . . . . . . . . i — i — --- -- --�I — — .. . . . � � � � � � � � i �� i �� � �� � � � �� OVERTOPPING ELEVATION = 3795 FT �� �� � ��� i i � i � �� ....... .. . ..... ...... .... . . .. . .. . .. . . . .. .... ... . . .. .� ��� .� .. . .. ... ------- ---- PR POS D RAD�i I _ _ _ � � ____ — — �_I�_ � � �� I � � � I _ ,--- _ _ _ I� ; �` � li I � _; _ _� : � __. _ : '__— � � � i _L_ �I I �I � I i --_ c:---- i -----_ i i � i i � - --- --- -- — — — — cv --- -� _ ENl TING�, GRO ND r— -a__ --__ � � - +_.--- ::: ' { --- ` � _ __ �-1.536�% � � � �_---' — � � I'�,_ , _ � ___ � � — ------ � � - _ _ i : �_- i:: �� : I III � �� � �I II J/ _ � , , , , , 000 °, i I -- - - -- , , , , , ii, I �, BEGI SPECIA CU � DIT H L II .- - � �i ', Pl = 182+50.0 i � � �, , , EL 370.00 -- - ---- ----- -- — — il . . . . . . . . .-- . . . . . . . . . . . . . . . . . . �Xl �E 42' CMP . . i . . . . . . . . . . . . . ... .. . ..... - .... .. . . .. .. . ._ .. . . .. .. . :PRESE VED i . .. i... _. ..��i. . .... .. . .. .... - . .. �. --: � - ___ — � _ . . . . . . . . _ ... . . . . . . . . . II �. . . . . .. .. �. �. . �. �. �. �. �. �. �I �. �. � TA 77@+24 . . . i . . . . ... . .i. . . . . . . . . . . . . .i... . .. . .. li. . .._ . . .... . .. .. . � .. ..i... ...I. .. .. .. .. . .. .. . .. . .. ..I... . ' .. I .. . .... .�i... ...I. ...�i... . .... . .. � .. i ..�li�. . .. �.�. . Ili �_�. �. ..�.... �. �.�. �. �. �.�. �.�. �. �.�. �.�. �. . �.�. �.�. �. .. �.�. �i �. .�. i �.�. �.. .�.li�. �. .�.�... .. . ..�. .... ..... ..�. �.�. ...... , .. ... . .. .. .. .. . .. .. .. . _._ .. .. ... ...I.. . .. . .. . ... 169 170 171 172 173 174 175 176 177 178 179 180 181 I 182 183 � I� �� �� - I j � � � � __ __ _ � _ �_ � : � � � I � I , � I� 'i ��, - --_ _ _ � -Ll - RT � � 1 {� 4 ��I �I I, �� ���I �I � 4 I I I I I _ _ __ I i i � � � � � I� , �� ,, , 4 I I � � I � . .... . .. = f . . . .... . . I .. ..i�... . . . . .. .. .. .. . . .. .. ...i�. .�.i�... ...� .. . . i. .. PI l7l 00.00 — --- � — — -- __ � .. EL = 390.65' ---- I � � � � _ � VC = 300 _ _ - � __ I , 1 o �C = l 300'0.00 Pl = 177+00.00 _ I �i I ., K 969 � �I �I �I � V> 80 MPH EL 387.00' il �I li I _ - _ . _ - / EL 38.69 � -- -- . - ----- -- � � � J1.5 62/, K- 542 VC = 300' V> 80 MPH K 1267 --_ li �� --- --__ _- t_ _� -J1.2/6 % —_ �- l.2/67% PR POS�D G ADE V I> 80 MPHI II � I � i � � � —�---- �-- C J7.77 p/ 'i � _ _ � � � �� � _� � � -- - -. - , � �� � � �- — — — — i � � � � I� _ _ � _ � � � 1-J.770 %... _.__. . �I -�' --. _..�_. --�8 - - ' --- -- - I ;- - ------ --- --- -- -- � _:..-- I ------ �---- ----- -- �� --. - -- -_ - --- -- � - -- - --. _ - --- ,---- ---- _..N -��Q-- � � �r �-- i EXSTIN�GR UND!— ( 1.53 _. _---�', — —�--... - , ,� - - I - __� 2% � ' , � — _ � i � _.- -_.. .--- . . . . __ `l-_ _— . . M '_ : _ _ - � — — — _ -_ -I1.5332% — �F i _ _- i L__ I ii i �, — ----- — —� -Q- I�' -- I 'I --...._ '� _..... �� - -- -- - --- _. ..-- � � � � I � � - �� - --- -- -----�----- - -' -- --- .__ - -- - - 3.7Q. -- � � - -�,-.. _.... � r . . � _ _ � . , ' _ _ � ___ __ - _ ' _. _ - --- � ' � ' ; � _ _ i II- I ---�6 --'�,- - ;�-- �- - ----- _- __.... _.....:. ' _..._ - -- ---- ��, -... - - --- - --- -- �------��Q-- . . --_ , . .. �. �. �. �. �. �. �. �. �. . . �. �. . � �. .. .. .. .. . ,. EXl T 42 CMP � �. . �. � '.� � �. . � . � I �� I I I ' ..i�. .. .. _ �.... �. �. �. �.�. �. . �.�. �.�. �. .. . i.11l__. _ . .. . . 70 E PRESERV D. ...�. �.�. �.�. . �. . �. �. . ��. � ��. . . . . . . . . i. i. i � . � i i � , 57 178+6/ . . . �. i . . . . . -o qC . �I . �. �. �I �. I . . . �i . . �. . . �. . . . . . �. �. � I . . . . , EL V = 393.6' �. . �. . . I . . . �I . �. i . i �. . C . � ��. (SE SHT��..57 Ll- L7 � � ° �2,J0_ ___.._:._.. _.._. _-__ __ .._ ..__ � '___..__ _..__.:_..._. ___...... ..__.._�.. i �.....:._ �...._ �_� ......... . . :.I.�....._ �.. .... . ..... ... ._ . . I .. li ...... . .... . ...... . .. ._. _... .. .. ... . _. ..... . .... . ......... ..._�_..2Q__.. . ...... .�.. I I �I I�I �. � PR F1LE� �OR 11Y RO DATA7 -..-� '-- -� -�%i-- . ��1 I II O I .. FOR -Ll 'i . :. . 'I a� � � , SEE SHEET NO. 15 ALIGNMENT a i �� � � � I li I 'i �i �� :� M� 169 170 171 172 173 174 175 176 177 178 179 180 181 182 I 183 N...� 6 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. �' /-53�8/1-53/l 58 � � � I _ _ _ ROADWAY DESIGN HYDRAULICS . . . . . . . . . . . . . . . . . . . . . . . I . . �. . � LEFT DITCH ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. �. �. � . �. �. �. �. �. �. �. i �. i . �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i i li li � MEDIAN DITCH ,,.oPt . .....��N�.,,. ��°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . I . . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s I I � . : �.:�.�. :. .. . ...�.�.�. .�.�.�. �.�.�.�. .�. �. �.�. � �.�. �. �.� `� `� .�. �.�. I .�. I �.�. i �. .�. .�. I �.�. .�. :� ���. �.�. 14� SEAL `� 14� SEAL �. ....�.�. �.�. �.�. . .�.�.�.�. . I. �. �.�.�.�. . �. �.�. i .. .. . . �.�. �. I �.�. I �. . . I .. �.I. . �i �.�. � 029473 . . 36788 . . . .. �. �. . �. �. �. �. . . . . . . . . . . .. �. �. . �. i . . . . . . . . . . . . . . . . . . . . . .. .. ,�. . �. �'`c'vG I NE�Q` . �y':�;YG I NEEQ'�F, �:• i p � � � � ' = .'•. :.: . I I ' . J '. . : . . �. : : �. . �. �. �. . - : �. �. �. . �. �. �. �. �. �. . �. �. �. �. �. . �. �. �. . . �. �. . . . II . . . ...... il .. . . . ,,�l�f � n nu P�`E�,,,, ',, ``l �i i uE�Se`,, . ..... ... . .. . .... . ..... ...... ...�.�. � �.�. �. i i .�. li�.�.�. � �. � .:.i �.�.�.i �. i �.�. i�.�.�. ...I.. I .. . .... .. .. ...�. �I... .... ..�. .... .. . i ���'��� �oo�` ���•�u .o I I I I '�I i ii i� � I I I li K - .�.._.— --_ --- .�.�..�.. - . . - ---___. — .... ...... .... .. . . .. .. .. . ... . .. . . .. �... . .. , .. .. .... ..... i .. .�.I,�. ..... .. .. �. . . ... � - L- _ _ — --- - - "-' (-l1.5 67% � I� I �!i i i i � Jl8 OD°1_ - ---- __ i' EXI TIN� GRO ND 'I �i ��II- ' -- _ _ I, ---- �� i � � i ' ROP SED GRA E -- (-J l. 700% ` - - - - - -��,- _ � V ��i� li ��i �i � j2 - , _ I i �i I II _ _ _ , - -- - -_ _ I , El _ l8 � �000 - II Pl l87 00.000 � - __ / _ - - -- - - -- �T-, -I � , I rn I i i r- 1.60 -1— _ i_ � � -. I t _ - o _ _ � El '- l8 � I� � 000 EI r 36 .02 I II � �I � (-)1.2997% - - �---- ,�:._- ---�_-- �-1.5367% � � -- � i - PI = 90+ 8.00 � - --- ---- I _ -_- IEI = 356.4 , Og° ---_ - - ' : + '� 'i �I 'I _ _ � �i� � i_.--- � — � PI -194 50.0'00 ',� __ , 'I � � _— � El = 3/.l7 � END PECl;4L C T DI CH T, i : �-_- i:: i: I I�I -- � i� � Pl = l 4+94.000 :- , i � , � EL = 50.�16 —�-- - -- - - _ _ I ' I I I I I I . . . : _ � , � �� � , �� � � � � � �I � , ; �� ; � - -- -- -- - - : _ - _ _ 2 ; --- ---- � �. I�i lil I�I � __ �___ � '� ' , �� �� �� , �� �, ', I . I� � I� -- I 183 184 185 186 187 188 189 190 191 192 193 1 4 195 196 197 9 : I -_ ll - J_: �, I' � I �I I . ___ _ _ . I , 1 { - Ll RT � ,III ill, �'I, I I, � I _ _ __ � � � _ � � � , I� I� , �� , , , � I � � , � �i li li� li I� i� � - �- _ _� ___ 332% .. _ II : I �� � 1 i� r-�i. � �-- -___ ', ', I - --- ---_ --- -- ----- _-_ ---- _ i �� P OPO ED RAD i I I �II I i _ - - -- - i i i II �=- -- - - � - - _ �^-- - _ -- - ' __ � BE I N SPECI L CUT Dl CH RT. �� I - I-_-_ -_ _ J� � i � �i � �i �i ,, � -_ } �_I �I o Pl I86f50.0 0 , �I ---- - - -_I_ i I I � EXl TINbI GRO ND_I T �-- I I _ � i E - . P l 9EC7A7 �U�I D I. , _ _ _ - , _ � � � - - - - - �-Jl 5332% I i � --�� --�- - '----- -- -' --- -- - -------- .-.__ i �50.0 0.. -- - --I- -- ----- -- ----- - .-. -- -- . --- - - -- ' - - - - -- -- - ��_- - _ - - - .� I --- �.�Q_._ r - - - � EL 359.1� --- � - - - - - - - - -- -- -� __ . _. . � � �i� � i� -� - ___ _ � ___ �_ - - I -- - -L_ � I __ __ ___ __ __ _- - , - - � I �' - - �' _ � Q- �I -- I �� _....:_ _... �'� �� ------ -- ' ' -- ---- _ _ � � � - - � - _... _... .:. �-_ _ - _ __ 'I- 'I __._34Q.--- � � _ I � '� , ', -�: __ � _ _ __ , _ -- - - - � I --, � � i ---�� '',— - --- ,�- � ----- ---__.. __...:. li _.... - -- ' ------ �', I � - - . . . - - — -- - -- -_ i�---- -��Q-- � I'�{:- - i� � �� � , i � , , i I� i I i I I SEE SHEET NO. 16 FOR -II � � • 32Q- -------- -- ---- ---- - ----- --- --... _._.� _....._ _ ,........ - - -- - ---- -�ZQ-- o� - - - MENT '-- - Ll ALIGN �� � �i� � i � � � � i � i a�� � i i � _ � I � � o� i I I �ii ��� � , � I �� � M�� 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 59 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DIT CH _"_"_ _' _ ENGINEER ENGI NEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. �. i �. �. i �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i II I i il MEDIAN DITCH ,00Pt , .....��N�.,. -�°"� "'����''-. i I I � . .... , ...... . ... .. .. .. .. `� `� .. . �:2.:'oFE55/p�;.,�v �.2,•oFESS/�N.,s PIPE NYDRAUUC DATA I 'I i 'I � ; a� �`t : ; a� �`: : � SEAL : : SEAL : PIPE HYDRAULIC DATA � : ozsa�a � �. s5isa ' �� � � � � � � � EXISTING 6'X8' RCBC � � i i � : f . . . . . . . . . . . . '+`�'VGINE�Q`. `c'�GINEEQ'�F, ' . . . . . . �� DRAINAGE AREA = 4/0 AC � � 42"CMP TO BE PRESERVED � I � �' � `•........: � O'�' ''' �i'•...........: e�.�p`` : �. . �. �. �. . . �. �. �. . �. . �. DESIGN FREOUENCY = 50 YRS �. �. li �. . �.�.�. il.. �: �'•!.:�NM tP��.°� ,��''..iWEA1NE��o• - OESIGN �ISCHARGE 800 CFS DESIGNGHWAELEVATION = 336 T „111"•• ,•I ,I '111'•, i i DESIGN FREOUENCY 50 YRS I I I DESIGN HW ELEVATION - 3/3.5 FT i i il i li - i i i i DESIGN DISCHARGE 130.0 CFS i i i i� � �.. .. ... .. . . .... �.... .�... .�. � OVERTOPPING FREOUENCY- 500+ YRS �. . �. �. �� I00 YEAR �HWCELEVATION _ 335.0 F7S �. �... ..�. . I .. �I�� ...�. . .. . I . .�. g----- --- — �___ -- -- _ -__�_ . . � OVERTOPPIN6 0/SCHARGE 1543 CFS � OVERTOPPING FREOUENCY- 100+ YRS � - -- - - - � I-- - - � . . . . . . . . l00 YEAR HW ELEVATION = 316.3 F7 . . . . . . . . . . . . . . . . . . . il . I . . . . . . I . . . . . M � (-)15367% �. �. .. . .. . . OVERTOPPING ELEVATION - 344.0 F7 �.. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. �' . . . . .. . .. .. . .. �, . .. .. OVERTOPPING DISCHARGE _ 155.0 CFS _ , - - - - - - � ' OVERTOPPING ELEVATION = 336.0 FT . .. . II . . . I . ----- ----u- � P POS D RAD I � : y I -T- i � I i I �I __ _ _ __ I I �_ __ ___ � - I �' 'i _ -- - - --L_ i� �� �� I� �i i � �---_ � i i i � li ___ I ___ _ - -- � - � - ----_ �-�_--� ---��� � _ -- -- I EX STIN GR UND - � I _ � _ I I - � i �- I � - � � I �- I r-�i. 3s�� N � : - — --- — _: � �-- -_ _— � i � � ' Il ---_ , _ I i . . , _ _ � � _ _ _ - - --- ( I �700 0 __- . - - , + --- - - i II —__ � II II �i � I-- . �� BEGI SPECIAL CUT DITC LT.I � : �-_-- �:: I: II 'i E isr ae cMa - RI = 08+50.00 i � r eE � 24 E vEo L 32979 s a 2os - ' — _— � 3asz I� -��i — — — -- . �. . . . �. . . . . . �. . EXI�T 6'X ' RCBC . . . . . , . . . . . . . . . . . . _ . . . . . . . . . . STA� 207+3 �. Ili �. �. �. �. �. �. �. �. �. �. �. . . .. .. III .. .. .. .. .. . .. �li �. . �. �. �. �. � �. ..... :. . .. _ i .. �, .. .... . .. . ..�. . �.�. �. �.�. .�. �. �.�. �.�. .. . .. � . ... .. .. ...II. . . .. . .. .. _ , i .. . .. .. . . . . .. . . . .. .. . I �.. . �. . i. . . . . . . . . ..-- . . . . . . . . . . . . . . . . . . . — -- — _ — . . ... . ... - .... . . . .. . . . . . .. . .. . . . _. .. .. . .. . I... __-_ _. _— � . . ..... i:... ..... .�. �. I�i .�. .I�I...... .. ... ... .. ... .... ..lil.. .. .. . i . ... ....�. . �.�. �. �. �.�. I i __ i �i... . .. . ...�I.. . . . . .... . .. . .i... ...li. . . .. . . . . .. . .. ..li. .. .. ii . i.... ...li. i.... . .... . .. ..�li�. �. .. �.�. �. Ili _��_�. �. ..�.... �. �.�. �. .�. �.�. �.�. . �. �.�. �.�. . �. .�. �.�. �.�. �. .�. _ �.�.�. �i �. �.�. i �.�. �.. �.�.li�. �. .�.�... .. . . . ..�. ...�. �.�.�. �.�. �.�. �.�.�. �.�.�. ..�.. . .. .. .. .. .. .. .. .. .... .. _._ .. .. ... ...I. . .. . .. . ... 1 7 198 199 200 201 202 203 204 205 206 207 208 209 I 210 211 9 -_ 1 - J_: �, ''�� __ __ � � � � �,, � - —_ _ . I , 1 { Ll RT i ', � ''�, , '�, , I, I II I I � I _ _ __ � � � � � � � � I� �� , � : I 'II 'II ', � o � � �� I I I I �� � h`�-, I -- � � 1 � �r �-1.5332% ' � � � �� I i i � � �i � -__— --- ___- _ �, I� I __ -_ �I �II _ _ I i _ I _ __ _ ---- _ _ � P OPO ED RAD I i . _ . _ : -- i -- � --- -:- -- —T— --- ---- II i �i �i i - - - i � � — — , — — - — _ * _ I�� �i� I� I � � - - - - - _ -, - � - -- --�rr , � i i I i EXl TIN GR UND i--�--- � I I a5 � � � � --- � ', �-Jl. 332% `u � I.` - J � --�� --- ----I- - - - ---- -�- ...... _._..- - - _ .. _ ..._��Q_._ - ----- -- -- r � -- - -- -------- -- -- --- -- -, - — -- -- - -- -- --- -- - -- - il --- �ii -- - -- - - - -1i- - - - - - - - -I- - - -- - --- -- - ----- -- - _ - ---- - - ' ��F �i �� 'i -- �----- -_ _ i L_:: i_: : _ _- ___ , _ - ' - - : ii i _ ii C�:Jl.B 00%----- __= i�EGI SPECIAL CUT -0lTC RT. I I Q- I' -- I II _....._ _. _....... � _..... �' --- --- — --- _. _ � - _..... - ---- - - - - - -- - --._�ZQ.--- � _ FI = 08+D0.00 '— - - -.. I i EL = 33075 � -- :- r r - S A 200 95RCBC. . . . i . .. . . . . . . . . . . . . . . . . . . . . _. � _ � .. --- III I� �i. � i EL V- 96.8 � i i Ili i � �� �i � i , . .. . .. .. .. .. . . . . . ... I . . . . . �. .... .. . . . .. .. . .. . . . �. . . . . . . i . . . . . . . . . . . . . lS�E. SH 59 -Ll-. L7 . . . . . i. . . . . . . . �. i _.__i . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . i . . . -----�-1 -�- -- ----�-- -�- --- ----- - - - -- __..._ - -- ------ -- ' - _ _ - - . �. _ - � - - _ - -- -- --- ---- - - --- 314 -- ' . . ,. . . R�OF�L£ FOR H DbtO AFA1 . . . . . �. I I . . : ,. ,. . . . ,. . ,. ,. . . � � � � � Exisrl ar c P �I 70 BE PRE ERVED �. I I STA 2�05+50 ELEV �_ �31/.7 c , . .. .. , .. �. �. �. . II 'I �. . i . �. i �. �. �. �. �. �. i !I -- - � � lSEE SHT 5 -Ll- CT . . . . . . . . . . . . . i . . . . . . . -o I . �.�. I �.�.I... . I . . �. ..I . I .. .. �. . . �. II . PROF E�FO HYD .DAT .. �.�. .. �. . �. . . I I .. .. �. . i . . I �. . i I. �. i �. . nI I . � . . . ° ��0_ ___.._:._... .__ ._._.._. _-__. �, ._.._____ .._.__._...,-- . ,..___..__ _..__.:_..._. ___...... ...__......! .._�.L1..:.... �. ...._�....... . � ........... . .:.�,.�....._ �.......:. .... . . .......:... . . �........_�.. �,.......__ '. , . I .. i __:....:. ..:.��_�...:.. . ......:._�..........__ � . � _. ..:._......_ . , ...... . .. .... ... . ... . _. , ..... . .... . . ....___ ..._�QQ__.. �C .I . .. .. I.. ._._ . ... ..... ..... . . _.:. ... :.. .. �C� � � SEE SHEET NO. 17 FOR Ll- ALIGNMENT �� � � � ; .. I I i i �� , , i 'I , ' ��- I I I �� M� 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 6' 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. . .. .. .. . .. . .. . �. .. .. . �. � . . 'i. . � � � � � � � � � � � � � /-53�8/1-53/l 60 � �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS I LEFT DITCH _"___'_ ENG"EiR ENG,�� �, �. �. �. �. �. �. . �. �. �. . �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . � �. �. �. . �. �. i . . i �. �. �. �. . �. O`�H CARO ��i �•aN CARO �'. i I i i � MEDIAN DITCH ,,.oPt . .....��N�.,,. ��°"� � "����''-. � , .... , ...... . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . I . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s I I � . : .�.:�.�. :. .. . ...�.�.�. .�.�.�.�. �.�.�.�. ... .. .... . .... .. ... `� `� .�. �.�. I .�. I �.�. i �. .�. .�. I �.�. .�. :� ���. �.�. 14� SEAL `� 14� SEAL �. ....�.�. �.�. �.�. . .�.�.�.�. . I. �. �.�.�.�. . �. �.�. i .. .. . . �.�. �. I �.�. I �. . . I .. ..I�. i �.�. � 029473 . . 36788 . . . .. �. �. . �. �. �. �. . . . . . . . . . . .. �. �. . �. i . . . . . . . . . . . . . . . . . . . . . .. .. ,�. . �. �'`c'vG I NE�Q` . �y':�;YG I NEEQ'�F, �:• _ _ i p � � � � ' = .'•. :.: . I I ' . 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(-J 1.70 0% a -" " - - - - - - - - - - _. _ _ I�i I I ��i li I�i Il�i � � : -- _ -- � i � I P OPO ED RAD� �i � �i � I I I EXISTIN GR UND -� - ---- - - -- - __1 I I � I I I END PECIAL C T DITCH T. � �� I _ -_- _ � � ii Pl _ 12+00.000 - - - _ _ _ -- L _ _ _i_ � � i I I � - -I _ m � � EL = 23.84 --- : B�GIN SPE�'lAL UT C�ITCH LT. (-1 .600 I % _ . .. -'i� - - �r - - - - _ _ I � - I' - . �6��°. � --- - --- ---- . P = 2 6+83.000 i - - - - - - _'r _ �--- - - � - --- -- --- i _ �-1%5000' --_ - -- __ _ � _:- - E 16.2gi � - - - - __ _ _ - . __. `- ,� - - i : _. __- : __ i li �i � -� - - : � : _ : �� . -- . '�� 'I -: P =22/+77. 00 ' � � i : , _-- -i : : : ' : I I _ � El 3Q8.39 � � __ i iJIII _ - - --- -- �i I ''i I , � �� � �i - ---- -- - - _I - _ _ � --- �:--: _- � �. I�i lil I�I � �: __ � � , ' � �� i� �� , i� �, � �i _ �� � I� -_ I 211 212 213 214 215 216 217 218 219 220 221 222 223 I 224 225 �. �. �. �. �. �. �. �. �. . II �. �. i i �. �. �. �. . �. �. �. �. �. �. �. li �. �. �. li �.-. 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I .. . . . . . .. .. . _ __ I� I ll �� --- _ _ __ _ __ r-�ieo oi- — — _ - i, � --- ------ --- - --- ----__ _ � � -1 /.D000% - - - -- - - - - - - � I P OPO ED RAD i / =2//+75.0 0 II - �' - - - - - - _ - - i I 'i i � 'i 'i 'i 'i E= 324.00 , -�-- -+-- _ I I � I I _ I i � � � I EXl TIN GRO ND -- - �i � �I �i R IT � _ _ � --�' I ' �ND �PECIAL C T D�'TCH RT. ' -- -- - -L-- ----- -- -- -- -- . _� --- - ---- . I....__ , --- -- I _ _ - - -- Ir------ ----- _ � _ _ --- -- - . _ _ I — _ �_ - -- 0 3.1-4-- � � � �___ � ---- i f- :�332%� � `- -- - -- 1- — — - � -- �� Pl - I3+50.00 i l � _ _ _ _ _ _ - - - - - i EL 322.25 _ _ - _ _ - _ - ii C-1/k30/0� - � - - -- Q4- ��' -- 'I _... �'� �� --- -- -- --- _. _ � � � _ _ '� - _... I.:.. B GIN 'SPE lAC 4'UT ITCH RT. - ------ - -- I �--- - I -_ -�- -- -- - Q� E - 3/+6 .000 'ii I � I � ' P - 2�,10.0 -� -- r _ _ i � I -, _ _- - - - � , � �, , � �i � � � � -- _ 1----- -- --24 ''�,— - --- ;�- �- - ----- _--__.. __...:. '; -... - -- -----.- ' — --- — -- -- - 2s.Q-- , � I�� �� : - - �� a I I I � I �I i SEE SHEET NO 18 FOR -Ll- ALIGNMENT I � � ' �0- -----_: -- ---- ---- -------------'— ----- ----I-- --... __._., _....... _..... .,........ _...._ _ _... --� --- --- -2-$Q-- � ', ' ---. :. ,. - - �� � I� �� i � � � � �, o"'�� � i ii iil �° � ' o � - 'i � i i i i i . i i . . . i . . � �i � . i . z�U i .�I i . '. . . .. I ..�� . .. . . . . . .I. . �m- �ro �3 . . . . �i . i . . . . . . . . . M� 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 6 �. I . .�. .. �. RIGNT DITCH PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 6/ � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. . � . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. i �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i I i ii � MEDIAN DITCN ,,.oPt , .....��N�.,,. '�°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . I . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s I I . �.:�.�. :�. �.�. �. -�.�.�.�. .�.�.�. �.�.�.�. �. �. �.�. � �.�. `� `� �. �.�. I .�. I �.�. i �. �. �. I �.�. .�. :� ���. �.�. 14� SEAL `� 14� SEAL � ....�.�. �.�. �.�. . .�.�.�.�. . I. �. �.�.�.�. . �. �.�. i �� . �.�. �. I �.�. I �. . . I .. ..I�. i �.�. � 029473 . . 36788 . . . .. �. �. . �. �. �. �. . . . . . . . . . . .. �. �. . �. i . . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. ,�. . �. �'`c'vG I NE�Q` . �y':�;YG I NEEQ'�F, �:• _ _ i p � � � � ' = .'•. :.: . I I ' . J '. . : . . �. : : �. . �. �. �. . - : �. �. �. . �. �. �. �. �. �. . �. �. �. �. �. . �.. �. �. �. . �. �. . . . II . . . ...... il .. . . . ,,�l�f � n nu P�`E�,,,, ',, ``l �i i uE�Se`,, . ..... ... . .. . .... . ..... ...... ...�.�. � �.�. �. i i .�. li�.�.�. � �. � .:.i ......I .. I . .... I...... ...I.. I .. . .... .. .. ...�. �I... .... ..�. .... .. . i ���'��� �oo�` ���•�u .o I I I I '�I i ii � i� I, I ', --- __- ___-- - _ -___ - - - - -- --- -- -- --- - __-. __- : � � � PIPE HYDRAUUC DATA !i . . . . . . . .. . . .. .. . . .. .. . . .. .. . .. I� .. . .. . .. 72"CMP TO BE PRESERVED . . '... �. �. �. �. �. �. �. .�. �. . �.�. �.�. . �. �.�. �.�. �. . .�. �.�. .. . �� .. . .. .... ORAINAGE AREA = l52 AC �. . �� ...�. _ - - - DESIGN FREQUENCY = 50 rRS - -- I i �i il - - - �. . �. . �. �. �. �. �. . �. �. I �. �. �. �. . �. . �. �. �. �. �. . �. �. . DESIGN DISCHARGE = 360.0 CFS . il �. : : DESIGN HW ELEVATION = 286.4 FT ... .. .. .. .... .... .... .. . .. �i .. . .. .. . .. .. .. � .. . .. .. I00 YEAR DISCHARGE = 420.0 CFS . .. ... ..�.i� .. i . ... .. ... . . �il . il... . . . . . .. . . . . . . ... �.... ...�. .... ... ... . . . . . . . . . .. . .�. i . .� I00 YEAR HW ELEVATION = 2889 FT . . . � __ � II I �i OVERTOPPING D SC�HARGE _�� � �RS � �. � . � �. I .--- _ _ �. - . �. i, . �. �. �. . �. �. �. . �. I �. �. I �. � � OVERTOPPlN6 ELEVATION = 289.1 FT � "-� (-Jl. 367% � EXl TING GRO ND __ Pl = 235+00.00 I� I _._ � - EL = 292.60' Pl = 238+00.00 -- w�-J lb'�jU�p i � VC = 300' EL = 287./5' --- - - _----- K = I072 �-J 1.500 % - - - - - _ i � VC = 300' � - - --- -- --- - --t- _-�_ I 'i V > 80 MPH - --- - � K = 1054 _. _ - - ----� El - 302.42 �-j- -,__ I li V> 80 MPH PI =225+75. 00 1 �--- `t � � _ _ _ I � �J L60 0% -- - - ! '�3b ;�% �-1h8/ 7% - -- . - 1 N -I � �iJ/:5 -- �I_ ._ � , I _- - - � • 00% -- -- -�-_ --I-- --,�--- _� '� - -- - I _ 'i P� 294.94.Od0 - - _. 400% - - - - - � , � I� i �i E D S , EC/A CU�, DlT H L . i, -- - - - _ J l.1200 ° - - - - - - -� - .8l6Z ° I �i - � ENO - --- ------�- - -- - I I I I Pl - 2,4+09000 / El �I SP CIAL �CUT DITCH LT li I- .-- A __ , --- �---- :. EL = 2� 9.39 �I � � PI , 23 +00.000 � - - � �I i I �?EGl SPECIAL CUT �DITC LT'� � EL � 28 .7l �', ', �i _ l= 34+�0.00 I �i i Pl =235+50.q00 � Exisr �r MP -- - - -- - - - n L= 288.�7 Pl =��35 IO.OaO El = 28 .27 I ��-�'R ... ... .. .. ... ... ... . . .. . . . . .S7A 237+/ . .. � I I II � ELEV �-� 2 7.7' I i � I II EI = I 287. 0 �� ( I L2600% ' I 225 226 227 228 229 230 231 232 233 234 235 236 237 238 � ; �i� i� � I� I � I I I, -_,� - �: , _ __ _ : � � �'�� � � � � : � �� � �, �I!, I, ', I, � � I- - - � , 1 , ,, I,, � � � Ll RT � � � � I I SEE HEET N 1 F R-L7- ALI N S O. 9 O G MENT �� ' � �� _ _I_ I i � i � i � � � �i �i , �i ' � , 4 � '� '�, � ��� I I I I �I� �I ', I� - � -- - -- - T � �, � � I--- --- I= -=--I_ I : I �, � 1 �� , _,. _ � _ �-- - - � , � � � I � � -- '� ' -- � �� , , , �'i __ i ---- _ �i I - _ il _ _ I __ __ _ _ _ __ _ � __ . I _- -: - -- II -- � �, -- --: - � - � � I I� I °� ' I I BEG N SPECIA CU% DlT H I'i i o i i � i _ - -. --- �WIT HINGE T. ; I LQ_ .p.._:_ _..., _ --- I -- ,--- ----- --� -- - -------- -- - - �-- ,- - , --- -- - - --- -_ - - - �i - , -- �- --il--- --- i �----- --�1-9-- '� (-1/.5 32% i� E/ = 283.780.0 0 � i�l -�,�I i� ___ i � _ - - -` �-J l.0 -- - -- __ � �X�STIN GRQUND I ROP SED 6RAQE I, ND �PEG L CUT Dl CH RT: �� I� I ( J /.80/0 QDQ/ .... _ -.. -� _ ....._ I _ ...._ _ _ _ - - - -.... I� e � �� l = 236+ 0.000 II I QQ_ - . _ _ �`r t _- --I--...- - , --- -- � -- �� _ � ___�� Pl 25+65.00 _ I _ L- 282. 8 1 �-_ i i I _ _ _ I _ - ----- --I__ � �I I `o , -1 /. 000 °, _ _ , II i � � � -- --- - i -- � _ EI - 302.85 i I END PECIAL C T DITCH RT. _ �I_ BE IN SPEG L CUT Dl CH RT. _ - '- -_ _`- - - - _ _ -- _.I. _- `b. ... i�__ 1----- -- --24 __. -__.... ,.... _... - ------ - . - �_ J3 O .a�._ --- � ---- ; __� __..r.-��. .... q ... 24.Q-- ,- --- _ +50. oo � � , � 5 - `_ �, - EL = 30I.00 .00 EL 295.20 I �- - p Ij I _____ � I- ___ _- N � I _ -- - _ - 32� i--- -- i -- I _ _ �, � �i � � -J20000° --- --- � � _.__ _..... -- --- � � ' -- �' �0- �-- - -- - _ - -- -- i _ I- -- -- - -.. . END 5 ECIAL CU DI CH T. _ -- - BE6 N SRECIA CUT DlT H R',%. II _ _ - _ ;..... ' _.. . � J 1.40(�0/ - i i - --- - -2-$Q-- N� � i � � Pa = 2/+50.000 PI = 232 00.0 0 � Pl =2 4+OQ.000 ' Exi r�2°cMP � i a�� � � � � � � ro ee P��seRv o � , � � I 5T 237+g7 � � � EL = 94.2� EL 29�.58 I EI = 87.58 � EL V 268.9' . . . . i . . �j f ., . . . . . . . . . . . . , . . . . . . . . . , . . . . . . . I . . . . . I , . . . . . . . .. !SE SHT �. 6/ -Ll LT i . ' PR FILE FOR HY RO DA7A1 ��U �. . . �. . i li . . . . . � . I .. . . . � � . . �. , . i . . i . �. i �m. � M� 225 226 227 228 229 230 231 �� 232 � 233 234 235 � 236 237 238 6 �. I . .�. .. �. R�GNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 62 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . I . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . . . . . . . �. . . . . � . . . � . . � . . . . . . O`�H� CA RO ��i �•aN � CA RO �'. il i ` '' p pi MEDIAN DITCH ,�.oPt, .....��N.,,. ��°"� �"����'-. , .... , . I� PIPE HYDRAULIC DATA �', ,, 2.:'oFE55/pN��9 : C� 2,•oFESS/�N.,s , . . . . . . . . . . . . . . . . . . . . .. L7 LT �. 36"CMP TO BE PRESERVED �i �. �. �. I . . . �I. . . � �; . � �, • ' 4 SEAL ' 4 SEAL . . . . . . . . . . . . . . . . . . . . � DRAINAGE AREA = 18.5 AC �i . . . i . . . li... �. �i �. : 029473 .` ; 36788 + . . �. . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN FREOUENCY = 50 YRS . . . . . . . . . . s `•.,FNg 0Q�` ,: .'` '`y EQ;'' � �. �. �. . �. . �. �. . �. �. �. �. �. . . . . �. . �. �. . �. �. �. �. �.. . �. �. �. �. DESIGN DISCHARGE = 46.0 CFS �. �. . �. �... ��. �. ''.��qf••..iNE;`E,,,. �'.,, �`,ciNE,:s�,�. �. li . . . . ... il.. . : . . �i n �P��� 'l �iiinE�e ,, � �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . DESIGN HW ELEVATION = 272.2 FT �i . ii � �. , � � n• '•u .` . ..... ... .. .. . . ..... . ..... ...... ...�.�. i�.�.�. �. i .�. i.�.�. �.�li�.�.�. i �. i .�.:.i �.�.�.i . �. i .�. �.�. l00 YEAR DISCHARGE = 55.0 CFS . . ... .... .i... .. ... ....... . . . . .. ... . . . .. . .. .... �.�. �. �. �.�. �.�. . �. �� ...I . I .. . O�ERTOPPI� FREOUENCY= I00+4 YRS I . .... .. . ..i. ....il.. .. ...... .��� . . i� .�..�.. . �. �. �. �. �. �. �. �.�. .�. �. �.�. . �.�. . �.�. �.�. �. �.�. �.�. .�. �. �.�. . �.. OVERTOPPING DISCHARGE = 65.0 CFS .�. �.. �.�. �. �.�.�. �. �. i . �.�. �. �. �.�. . .�. �.�. ii �.�..�. � - .0 FT N -. __- --- __- �__.- -- - _ —__�_ ---: . : . . . I . . i . . . . . . �. . �. . . . . . . . � OVERTOPPING ELEVA7/ON - 2�5 �il �I ___ ___ _ __ i__ _ _ � �. �. �. �. �. �. �. .�. �. . �.�. il...�. �. .�. .�. �. .�. �.�. �. �. ii �.�. �. �.�. . �.�. �. . i, . ��.�...�. ��. �! �. �. � . . . . . . . .. . . .. .. . .. .. . . .. .. . .. .. . . . .. . . i . ....i... i . ii .. (-J1.53 0% !i Pl = 248+00.00 'ii 'I - �� _ - � _ - � - - � PR_ P �EQ � A I � EL = 27/.83' � '— �' - - - - - � I i �� VC = 300' � ii � � i � � � Pl� = 25/+50.00 - _ ___ ', � - _ � �� EL = 266.95' : � - = - - - - � � � ���� � �� � � � �� � �i � K = 2178 �� , ���� i �� VC = 400' � � -___- - ----I - -�-� - - _ I, - - ---- K = 722 � � - > 80 MPH I I V � 80 MPH - -- EXI TING 6R0 ND _`- ___ -- --- _----- �-- � - � i '- I _ - - _ � I � i __ _ ---- li i i i - ---or � i -- -� - i i � I ° f -1/.394 % N _ _- . _. _— __ ___ . �. EX/li �36" MP . .. . . ��i i , . _ i + :- — ; . i II : . .. O TO BE� PR SERV 0 � i . ii . i . Ii � . . I . . . STA 245+ , i --- i E�e = 2 a.s� � i � ( J.394 / I i -_ II � �-10.8400°, � i : � -- -i : : : � . I I'i _ � � �� :� � _ ___� , i , II , , __ : —�— --� - ----- - -- -- - I ' I I I I � I I � : � i ii �i _ �I � � � i �i �il � , � �� � �i - -- -- -- - - - _ _ � --- �:--: _- � �. I�i lil I�I � �: __ � � � � �� i� �� � i� �, � �i _ �� � I� -_ I 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 ' I � II II � I i l� - J�_: __ __ _ II i i �� I ' I� I , �, ��i �� I __ : _ 1 I PIPE HYDRAULIC DATA � { � i I L 1 RT EXISTING 30" RCP 1 I i � . . �. . . . . . . . . �. I �. . . . . � DRAINAGE AREA = 18.5 AC I . . . . . I � . � II � . . . . . i . . � � I DESIGN FREQUENCY = 50 YRS I i i DESIGN DISCHARGE = 46.0 CFS I i I ii . �. �. . �. �. �. �. �. �. . . . �. �. �. . . . �. . �. �. �. �. �. � �__ �. �. �. �.. DESIGN HW ELEVATION = 286.7 FT Ji �. �. . �.: .ii.� �. �. �. . �. . . �. �. .. . �.. .. . .. �. . �.... �. .�. �. .�. �. .. �. �.. �. �. . �.�. l00 YEAR DISCHARGE = 55.0 CFSi . .�. .. .�. i .. !i �. .I. �.�. .. .. Ii .�. . . . . . . . . . . . . . . . . . . l00 YEAR HW ELEVATION = 288.2 FT . . . . . � I � . .. �. �� �. . �. . �. � I . �. . ..... ... .. i .. . ..... ...... ...�.. . �. . .... .. ... . .. .. OVERTOPPING FREOUENCY= 500+ YRS i .. .��. . . I �.� .�. I ...�I .. . ii . . i OVERTOPPING DISCHARGE = 99.0 CFS i i � � i i i � i _ ____ ___ _ __ i � I I I � OVERTOPPING ELEVATION = 302.0 FT {I . i . . _ . _ _i_ � . - - � - - - � �. . . . . . . . . �. �. I . �_ �_ �_ _� _ �_�_ . . . . �. . . . . . . �. �. �. �. �. �. �. . �. �. �. . . . . . . . . . . . . I . . . . . i . ��. . . . _ . . . . . .. . � I � . . �. �. . . �. . I . .. .. .. .. . 1. . . N . . . . . . . . . . . . . . . . . . . iil _ .. . _�.. _ . . . . . . . . . . . . . . . . i . i . . . . . . . .. . .. �. �. . �. �. �. �. . . . . . . . il . . . . . ii . . . .... �. �. �. I � �. . -. � . �. �. . �. �. � �. . �. � �. - � _ - / - _ _ _ � P OPOSED RAD � _ - I VC = 30083" I �I I (-ll. Pl - 248+00.00 III + ____ , -- '- ---- � K= 770/ �_ I PlI = 25/ 50.00 ---- -- - - - _ --- V > 80 MPH � i Ii VC = 40060 � ---- - - - ` = f I. �% --- ---- _ _ I _ __` _ _-_ _ II _ _--- - II � = 508 � (I J1.4 00% --- PI -242 00.0�0 L - '-- ---;-- ---- ------- -i _ IL_ 'i K > 80 MPH --- I V i Xl l R - � - ---- 5 NG OU D E/ = 27 .7 ( J/ Z --'---- -'---------' - -..... -- - __. 8... - I� ___.._- �' --- - ' - _ -- - - - ---- - _....... _.... - I _---- :53.�2/ _1-J/-4 - - -- - _.. ! _ Z1Q_._ r � �- 1.35 0% _ _ _ . Ei vz 5� l _ ' _ 94 � -- __ _ - -I _._... . _ � _ � _____ � ' END 5 ECIAL CU DlT H �� �ss.6 ___ f 1/.4943% �-J0,70620 i , WITH H NGE RT. - : � i ��i BEGIN PECIAL C T DI CH �� � � � �_ -- I '----- ------.. -.Z.�Q.--- ---- ---- ---- - -- - — --- _ - --- - - - -- ----- ----- -- -- I --..:.. .. i I Pl - 24 +40.000 I�� -- _. , -- -- BEGIN SPECIAL UT C�ITCH RT. i I E/ - 27 .24 ND �,SPE IAL CUT ITCH RT. -,�: ___ r _ _ __ ^ _ T 244+ 0.000 i Pl = 2 2f00.000 7= I�74.6 I '__' �I � EL 64.16 ---2� ,— — '��-- ._� - -- ---- - ---- ; - .._ - -----:_ _ - - . ._ - - — --- --- ... _ ---2_�Q-- ' --- _ .. , � I'� II� : - - I� � , � ; , , � a � i I � �I i SEE SHEET NO. 20 FOR -Ll- ALIGNIMENT ' I I N `�- - - - --- --------- --'— ---- --- -- --... __._., _....... , _ ..... ......... ---.. , _ _ _... -} -.._ 24Q-- ---- -- -- �� � ---- - N� � � I� � � � � ,.� � � � � � � - a�� � �, �, � � � � � , � - I� , I �� � � , , , , , i, ,� , I N -, � z�« , , I , ', I il , � �� 3 M�� 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 6' 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. . .. .. .. . .. . .. . �. .. .. . �. � . . 'i. . � � � � � � � � � � � � � /-53�8/1-53/l 63 � �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS I LEFT DITCH _"___'_ ENG"EiR ENG,�� �, �. �. �. �. �. �. . �. �. �. . �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . � �. �. �. . �. �. i . . i �. �. �. �. . �. O`�H CARO ��i �•aN CARO �'. i I i i � MEDIAN DITCH ,,.oPt , .....��N�.,,. ��°"� � "����''-. � , .... , ...... . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . . . I . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s ' : : : , —Ll — LT , , , : :a� 9 : . : :a� �. - � SEAL ` SEAL ..... .. .. .... . . .... . .. . .. . . I i.. ���.. .�. 029473 _ 36788 FGINEQ:... ..'.f Q.'• : I i = i : . . • . . . . . . . . . . . . . . . . . . . . . . � .�, i .N 0.� �. ,, �.NgINEE:OF,``�p� - : �. . �. �. �. . . �. �. �. �. �. �. . �. i �. i �. �. �. �. � � . �. �. . I �. �. I �. . I �. �. �. i .. �: . qf�N M 1 P���'d� i� �l W EATNE�S�` . ... . ... .. .. .. . ..... .... ...�.�. � �. �. i i �. �.�li�.�.�. � �. � :.i �.�.i �. li . I... . . . .. . ..�. ..�II... ..�.�li�. ..... . uuu u�uu ii �i� �o iu .� . . . . .. ... . . . .. . .. .... �.�. . �. .�. �.�. . �. ... ...I . I .. .I... ...I. �.�'il .. . .... ... . ..�. ..�.�.II�. . �. �.�.�� .'�i . . li .�.... . .�..... ... . .. �. . .... .�.... ...�... ...�. .�. �. . .�. I �.�. �. �.. .�. �. . .�. �.�. . . �.�. �. �... ..�. . I� .. . � � .—_ ___ — — _ _�li.___ _ -__ _. — �___— _ — _ — __.. _ . . Il�li . II . ---__- PIPE HYDI RAULIC DATA �II II I II �. �. �. �. �. �. �. . �. �. I �. �. �. �. .. �. EXISTING 24" RCP I!i . . . .. �. �. �. . �. �. li . . I . , . . . ,� . .�. -- — — -- --- . . . . . . . . . . . . . I . . . . . . . . . . . . . DRAINAGE AREA = 4.4 AC - . . . . . . . — i — --- --- --�, — — . � i i DESIGN FREQUENCY = 50 YR5 i i i i . .. .. .. i . .. . i, .. .. . . .. .. i, .. . . . . . = p . .. . .. . , .. . i i, �, .. . ... . , , , DESIGN DISCHARGE 19.0 C 5�� � , i , I I I i � I . . . ... . . . . . . . . . Pl = 255+00.00 i . . i . . DESI�N HW ELEVATION = 254J FT � I . i . . i . . . . i . . . . . . . I EL = 264.OY I I l00 YEAR DISCNARGE = 20.0 CFS I i ! : �. �. . � �. �� � . . . . . . . KC - l 3�0 . �. I �. I �. . . . . . . �. �. l00 YEAR HW ELEVAiION = 254.3 FT �_ �: �: � .� �. -. -.-. . '.. . �. �. . . �. — ` _ . .. � I �. �. . . �. �. �. �. . �. I . I �. .. �. �. . �. . �. OVERTOPPING FREQUENCY = I00+ YRS � .. .. .. . .. .. li � �. .... .. .. .. . �p � ,_ _i_ _ � _ _ V i 8O MPH I . . . . I �. . . . . . �. OVERTOPPING DISCNARGE 34.0 CFS � . . I . . . . . . I �. . . . . . — � OVERTOPPING ELEVATION = 260.0 FT � N ' I EXISTI G �i�OUN �I � I ( -J0.840 . ( )0 8400/ (_ JO 57 6%/ '� - _ � _ i il � i� � i � - � � ---- - (-1/l 00% -- �� - - � - -- - --�-- -L- BEGIN SPECIAL UT DITCH LT. Pl =25 +OO.C�00 I' � ---- --'�� ` �� �- -------- --a�-- - - --- - --- �_J05756% - _ �- --i� - _ � - - - ` - -- - -- _P� 2��5iI.0� - - 2b . � 26 55000 JII L E Ev2 ° a9 � EL = 64.00 1 I 1.40�0% El -(-J .9744% EN I SP CIAL !CUT DITC I LT � I I I� 'i� Pl =L 257+89.0�� �i �i i EL � 25 .00 � i ' ��i ---- ______ -- -- -- - - _ _ 4 ; - __ __- - � � . I'i I'I I'I ' _ _ � _ _ _ � '� , � �� �� �� �� I ', I . I� � I� -- I 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 � � � I� �i I ' 'I 'i� � � I� I� I i� � i � � _ _ _ _ � -_ �� _ ��_: i� : � i � '� I I �� I� I�� li� I _-- - -- -_ _. , , -- - - i , 1 { _ � � Ll RT � � � � � � , '', ', ', , '', , � , !, , I '', 'I __ _ __ � � � � � � � � ��, , �, , , i � � '�,, � - - '� � �� �� � � � - - �, , ; ,� ___ --- � _ -=--i_ I� : � �, �, 1 � , _,. _ , _ , -- - - , , , , , i � � -- �� � -- � �� , , , '�, , _ __ 1 ---- _ '� I _ _ ,I , _ _ ' _ _ __ _ _ _ __ _ I' __ . I _ - -. — -- II '. �i � � --- ---- - i �I Pl = 258+00.00 - � I� �i v . _ -- � i i �: EL = 263.OY i � `° � � � VC = 900' � ti- _ � K=7172 -- I I ZQ-'- ---.-I . -- -.___ ._- �_.._. _ _ _ .. - -- -- - ----- --.:_..-- i -- - --- V > 80 MPH -- ---- - -_... -- - --- --- — — -- --- --- - --- _...__ ZZQ_._ (-10706 % '- _ _ i' - __' I ROP SED GR 'E II I ii ii _ _ �i � _ � � - � I - � 4; F- - -- -_ - i i J / �n .5 -- - - I 00% � ! i �Q_ �-1./. Q00% .... --- --i- - --.... - � _ �----�- - -' - --- - - I.__ i... �� -- -- - - -- � -- .. � �..-1...5807%...N .��� y --I-- --- , _ • ° '� EXI TlN 6R ND II -�-- - ----- --I�,�-- -1------ - ---- � f--J .706 / f - 580 % 1- i � ',+- - - -' - - . _� _ Pl =2 3+00:000 ___ � � EI 2 266 ---�Z�Q _ :.. -----�- -----_. _..... _ END PECIAL C 7 TCH RT ,__.... - -- ' ------ -- I � � � � _ - --I — -- - --- -- I - �i ---- ---2_�Q-- - ..-_5 A 260 ... _ . _ i ._...... Pl - 252+00.0 0 Pl = 54+50.00 I li _ E Ev �„ RCP BEG N SFECIA CUT DlT H RT. �CL 26/.l6 E isr 2,+ �I - �. �. . I �.�. �... . .. �. .�. �.�. �. �. � i 49.4' ::. �.�. . .. �. �.. ..ii . ... I . . .. 6� EL 264.16 � � ; i, P oFii � oR raRo arai � � I �I � � i - SEE SHEET NO. 20 FOR -Ll- ALIGNIMENT • 44_ __ - -_.— ---- -- - - -..... __._., _....... _..... _....... -} --- ---- -24Q-- � _ _. - ...:. _ ... ._ ___: _ - _ N i i I I ,, �� �� � I , a� � ', , , _ I � �� , � ;. � , � , , , i, �, ,� , �� �, , , �,� � �,� '�� � i�� ',� ��- � � � I I M��� 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. ` I� I �I� 1-53�8/1-53/l 64 1 II ROADWAY DESIGN HYDRAULICS I LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. �. �. �. i �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA RO �'. i I i ii MEDIAN DITCH ,�oPt;.........�iN., ooQ. .. ... �iti'�. �. �. �. �. �. �. . �. �. . �. �. . �. �. �. �. �. �. �. �. . � � `� � `� . �. �. I I . �. i �. �. �. I �. �. . �. : � ���. � � �,2..�oF ES 5 /p�,! �v �. :�2. �oF ES S /p^,!s • ' 4 SEAL ' 4 SEAL ....�.�. . . �.�. . .�.�.�.�. . I. �. �.�.�.�. . �. �.�. . i .. .. �. . � �.�. .�. I �.�. I �. . . I .. ..I�. � i �.�. � 029473 . . 36788 . ..... .. . .. .. ....... . . .. .... .. . .. � .. . .. .. .. � .. .. .. . .. .. �, .. .,f Q: .f Q. F. E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . � � . . . . . . . . . . . . . �. � . �. �. . . . , . . . •'�'GINE •.NgINE '�t,. . �v' :,� ' �' � i..... _.. .. .. .._.... .... .... .. . I ... I .. . ... ... ... .. � .. .. .. .. . . .. .... ....... .. .. . F'. :E. ! � 'Se. S� �� !� �� �F l.. . . . i - . i i � �. �'�i ...... P�,' '�� ...... ,�: . . . . . . . . . . . . . _ . . . . . . . . . . . . . . i . . i . . . .. �. �. �. �. . . . . . . i . . li . . i ... . . li .. . . �i�� �N M 1 P `O` . � W EATNE �d• 2 � �I �I i I I � uuu u,uu .,, � � � , ,.. ,,, „ �� I PIPE HYDRAUUC DATA li II II I I li EXlSITING 48" RCP I -------- -- __ �li li i . . R I AR = 7 . . . . . . . . � . . . . . . . - . . - . .��, . . . . . . �, . � . . -. - --� -- . - �� � - . . . .- D ANAGE EA 5.2 AC � I �i� ,. , �i i DESIGN FREQUENCY = 50 YRS � � � 2 DESIGN DISCNARGE = i70.0 CFS i �I ii ii Ii ii DESIGN HW ELEVAiION = 255.6 FT I � li �. �. I00 YEAR DISCHARGE = I90.0 CFS �. . . �. . . . . . . I � . . . . . . . . . .. . . �. �. � � �. �. �. . �. . . . �. Ii , . �. . � �. - - - - I00 YEAR hhV ELEVATION = 256.1 FT - �, i �i �, - i - - - - - - --�,-- - . i� I i 'i ��� ��� OVERTOPPING FREQUENCY= 50+ YRS � � � � i �. i �.�. �. .�. �. �. �. �.�. .. �.�. �. � � � i �i � � . .�. Z : � OVERTOPPING DISCHARGE = I76.0 CFS � � � ' II II � � � � - �� � � OVERTOPPING ELEVATION = 256.0 FT � � � � � � � � � � � � � � � � � � � Pl = 273+00.00 � � � � � � � - � � � � i . . . . i . . . . . EL = 253.65' Pl = 276+00.00 I li I VC = 300' EL = 252.I0' � li I K= 5094 I VC = 300, i I � ' � i i K= 358 i �__ _ , V > 80 MPH , � V > 80 MPH N - , ,� ( 10.5 6/ i N - ` - � - - - - I� ( J .575�% � )0; l67% II l fi) .1176�Y. _ I�� ( 1 /.090 .l ' li _ �'_ � -� _`_---_- ' ------ - - I 2 EXISTI G GROUN �-- �- -- ,-I-_-_ --' - - - - - - � � -- - - ---- - _ - - -- - - -- , ; -+ o � -��: -_�_ - i � -=-- -,-- --- , - -iazoisi -,-- - - - I - - � : �I � I � II � P 27 +OO.p00 P-27 +82 00 I O0.5/67% (t)0.32/8 , � I I � � I �I El = 2 245 _� E 2 286 I J- - -- - -- - �. . . . �. .. STA 2678 9CP . . . . . �. �. �. I �. I . . . I . �. . ( ) �64�0% . �. ( 1 �.2�1.3% I . . �I . . � . . ' . �. . . . 24 � ECEv - 4s� BEGI SPCCIAL CUT DlT H LT,• , I Pl = 73+ 0.00 � I I I EI = 2 2. 0 O� SPE'CIA CUT -0lT H L� I Pl = 7/t 0.00 E/ = I 252. 7 ii Pl 279+00. 00 EL = 25L4� 5 EN SP ClA I CUT DIT N L. �i , EL 251.10 ----- - _-� g�7. ------ ------ ----__--- -- - - 2 : -_ -� . ... lil : EL I 2 4.00 ' BEI �,'GlN PECIi,AL C T DI�TCH CT: I , � I, I� �� PI 'F 27 +OO.p00 I �� � EL I= 2 3.42I I �� � II� I 2 I�, 4 � I I 266 267 268 269 270 71 272 273 27 275 I 276 277 278 279 280 � � �� � '� �� �� -_ 1 _ JI : ' I _ _ _ � : � � � I . -_ _ _ . I 1 { Ll RT : � ,III ill, �'I, I I, � I _ _ __ � � � � � � , I� I� , �� , , , _'�, � � '� I � � I - - � �� -� - - �, � T I--- -- '� - ---I_ I -- I �� � 1 � � ,. _ � _ �_- --- - � � � � � � � � � . : - I �I �i � I _�_ __ ' __ � ____-1 --- �'-- - _- '� � I ___ ___ I . - � __ , _I' _ __ _ _ . �I . - -: _ � il -_ -: - - - -- EL =2254.�0�� PlI = 276+00.00 � ' __ � i i � I �o '� I VC = 300' EL = 25270' � j � K 6338 VC = 300' - � � � _ K 282 I --Z�2Q . s�"u. __: . . .. . I I� I - -- V > 80 MPH _. _ - - - -- --- - -- - - - rn f-XI.58 T'l, - - -- --- _� .. ...FR�FO E�-GRAD - ---- ' _.._. i - ---- - -- - -- - -- --- - --- -- i - ' - � . --2�2Q-- - _ - -.. ' - . --- - - -- - - - V > 80 MPH - --- -�_-- � � ( 0.58 7% ( 1�.533 % I � i�l i� i�li f+JO 5292% N -- _ . � __ ^ _ _ i '- -- � Y J05333/ (+10.52 2/ ---- - � _ - _ � _ __- -- - - 'r- �Q_ �' EXISTIN GR ND _ _ _ ! � J 0 97% I _ I I _... ,i,:- _ __ � . � _ -.. � I _ �... _ � 2.�` Q. --- _ ,.. �+l 1.946 � Pl 268+75. 00 PI 272 22.0 0 --- -�__� 035 4% JI - ----- -- (+10.52 0% ' I ' ', XIST 48" RC � . . . . . . . . . . . . . . . I . . . . . .._ .. '__. _. ___ _.. � iEv2wzae.s El 250.60 E7 24 56 _ � - -- - _. _ -- ---- i I =2�i 3+8 .000 P%i -27 +OO.b00 �i. �� SEE SHT 64 -U T � � � �� � � � ' � � � � i ROFiiE FOR r+roRo oara� BEGIN SPECIAL UT DITC RT l= 489 El - 2 928 END PECIAL C T DlTCH RT. � ---24 -,'- ---- -- -- -. - - --. __..... ---_ �._. --- . _ .- - 1-.._. --.1._ __.._.I_ _ _ �--_- ---24.Q-- - -- -- ' Pl = 68+00.00 I PI = 76+00.00 I I � � EL = 49.14 (+1 .58 3% �L = 250.33 ' m ', , � � , � , i SEE SHEET NO. 21 POR - a i I _ a -- - ---- ---- --------- -- ,--... -- - --... __....� _....._ _ ,........ ,.--... _ --- --- _ _ _... --- ---- ---- -Z�Q-- �Q_ I _ _. � ILl ALIGNMENT N� � I�i� I � I � i i i I aC` i � li i � �i i � e . . . .. .. . .. . . . . .. . . .. . .. . .. .. . .. .. . .. . .. .. .. . .. . .. .... .. . i . . �. . � .. N� � � I i � � I � � �U i i i i i i z i i i i i i i �� 3 M�� 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 65 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. II �. �. �. lil �. �. . �. ROADWAY DESIGN HYDRAULICS 3�O I LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .... ...�. .. .. . .I... ...II. .. . .. .. . � .. ..I. ...���li.. .. I . ... i... —Ll — LT , , � MEoI AN o,T�,� --- � � � � li i � i I �I P][�E1LdN'[, dNAI[3� 11�L.�11iT5 3OO II I I I I DO NOT USE POR CONSTRUCTION : : � � � � , �I� � � � I '� '��I 2 0 I I I I I I I I ',I � �� � ----- _-- --- --- -- - ---- - P II II II lPE HYDRAULIC DATA - -- -- - - -- - - I' I J - 'i 2 $� . �. �. �. �. �. �. . �. �. . '. EXISITING 6'X6' RCBC �. �. �. �. �. ! �. �. �. . �. . . �. �. . �, �. i . �. �. �. . . . . � . . � DRAINAGE AREA = lIO AC , � � i . . . . . . . .. .. . .. .. , .. . .. .. .. .. .. .. .... � . .... . . .. .. . �I . i .. ��, .. . . . i DESIGN FREQUENCY = 50 YRS Pl = 29/+50.00 � � � � � � � � � I � DESIGN OISCHARGE - 700 CFS � � � � � � � . i . . . . �� . �I -- --- ---- --- �' --- . . . . . . . . . . . . . . � �'�., . DESIGN HW ELEVATION = 248.4 FT . . . . . . . . . ii . . I . . . . . . . . EL = 263.35' � —. - . . - I�� — --- ---- � l00 YEAR DISCHARGE = 800 CFS �� �� �� �.�. ...I �.�. ii �. .�. .�. VC = 250� �. .. i �. . .�...N 270 � � . . PI = 28/+50.00. . . . . . . . �. �. '� � l00 YEAR HW ELEVA7/ON = 249.4 FT . . . . . i . . . I . . . . . . . � K = 1199 '', I I � �n � � � �. �. EL = 253.87' � � � � � � � � i �� OVERTOPPING FREOUENCY= 500+ YRS �. �. i� �. �. �. . i� . . . i� �. �. �. . �. �. V � 80 MPH � � I � � N � OVERTOPPING DISCHARGE _ �127 CFS �. � � i � � � � �� � i� �� VC = 300' ---` K= 479 ovERroPPwG ECEvarioN - 25s.o Fr I I�I � ! 1+) .948b% (+)0.73 5% 260 °' V> 80 MPH � ' i i � EXl TlN6ii GRO ND --,-- - _ ' , ( J0.7395% � __ — — �1/.5 pj — —I _ � �v — — ROP SED 6RA E � -1 /.76/0% il 250 �+l .3218% (+)0.94 0% BEGI M6DIAN DITCH � I END M DIANi DlT H Ll �L J AND RP 8 Ll (LTJ A D f�P7B � � i � Pl =-Ll-� 290 50.00 PI =291 50.000 � PI =-L - 29/+97. 0 I , li EL 26d.42 El = 2 8.90 � - �- EL = 2 8.06I - I' -- 240 � �� II II '� II I -- - -- .... . .. _ .. . .... . . .. . . L�.�.I . .. .. .. . . . I .. . .. . .. . ... . .. .. . . .. . . . . .. . . . . .. .. .. �I . . . . ..III. . . . . . � , � EX ST ��J 6' 6' RC C �� � �i �i �— 2��+6/ I --. -- 230 : - --- � . 'I EL V =' 238. ' �I _ - — — � � � � i � I� i I� � � �i _ �� � I� 22 � I� i-__ I I 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 � I� I� I� -_ ll� - J�_: ,I I'i� _ __ � : � i � I . -_ _ _ . I j { Ll RT : � � �III ill, 'I, I 'I, � I _ _ __ � � � � � � , I� I� , �� , , , _'�, � � '� I � � I - — � �� —� - - �, � T I--- -- '� - ---I_ I -- I �� � 1 � � ,. _ � _ �_- --- - � � � � � � � I I 1 ._ i_ �il Pl =_ 288+00.00 I - -_ _ �I I I I � --- EL 26/.90' I � — I -- Pl = 282+50.00 i� VC = 300' -_ ;� � I i i EL = 256.14' � K= 2980 � � � -:- VC _ 800' ' il V> 80 MPH I i �(+T .9466% ' � I K 1544 � � I -- � � , I I �--- � ' ', ' V > 80 MPH �i I PfROPO ED �GRAD I (+) .047 % � — , — — = - I — _ � ' --2�Q _._ -..--.. _.._ _.._.... _..... _.._. __. _......- ' _... _._.._. ,_ ._ _... ' - -- -. _ - _ — - - —�'',-- -- -- --- --- �--- -__ . - - - �' --- -- - --2�Q_. (+ 0:94 6/ i � ........ _T— ---- — T I' � EXI TIN GRO ND l � - i -- --- T— -- c"�v (+l .5292% ( 11.04 3% i _ _ _ _ � � -- _- - - _- � I- f+10.52 2% " i _�-- ----'-- _ _— _ _ , _._ - -I � - + i -- -- , � ---- -- — —=— ` __—_---_�_�.-- i I � �_� � �Q_ , ----. ......... _....... -- --....:. _... � ---- I ---- ---- ----_ _. '--- —I— I I'---.:... .2.�`Q.--- ' � -- _ � -- �— — ___ _ _' —__ _— __. _ , _, �_____ --- - � ��, II , � I � ��� i ��� i ---24 —��— — ----I�-- —�- --- ----- -- __..... I-.....:. '---.._ - -- -..... ,.�.;..�I - --' -� �I � _ - - - - - — --- -- --- ---- 1--------24.Q-- ' ��, 'I i I - II , I � EXl T�2P 6'X6 RCB , I STA 286,F60 I a I � ELE =H�38.1' T i SEE SHEET NO. 22 FOR -Ll- ALIGNMENT . 34_ _ � (s� ..s...fi 65..-t1 L -- --� --- ---- -23Q-- _..._ . ,. . - � -- - ---- -- -- ----- -- - -.. . _ _ ,....._ � _ - - - N�o� � � �� �� � � � � �� PRO /LE FOR HYD 0 D TAl� ' ' o�� � � �i �i� � � e . . . .. . .. . . . . .. . . .. . .. . .. .. . .. .. .. . .. . .. .. .. . .. . ... .... .. i . . .. � ... .i . .. .. . . . i.. .. , . . .. . . .. . .. , . .. . .. .. . .. . .. .. I .. . .. . ... .. . . .. �.il. ... . . .. ... �� �� ,� i ��li i i I ' � �� :� � �.,� 280 281 282 283 284 285 286 � 287 288 289 290 291 292 293 294 N...� 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 92 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. . � . �. I . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. � �. �. �. i �. �. �. �. i �. i �. �. �. �. . �. O`�H� CA RO ��i �•aN � CA Rp �� i I i ii � MEDIAN DITCH ,,.oPt , .....��N�.,,. ��°"� � "����''-. � , .... , ...... . . . . . . . �. . . . . . . . . . . . . . . . . . . . . I!i �. . . . . . I . . . . I . I . . i . . . �. 2.:'oFE55/pN��9 : C� 2:'oFESS/�N.,s . . � �; . e !., . �.:�.�. :. .. . ...�.�.�. .�.�.�. �.�.�.�. .�. �. �.�. � �.�. �. �.� .�. �. .�. �.�. I .�. I �.�. i �. .�. .�. I �.�. .�. :� ���. �.�. :4 SEAL 14 SEAL i i i i . � : . . � � . i i � % : - ..... .. .. .... . . ..... . �. �.�. i,... .. . /� . �.�. �.�.li .. li . �.I�... �... �.i .�. � i, 029473 i ? E `: 36788 .� � : �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. ` V �/ D . .. .. .. .. I . . . . I . .�. . • i `c'YG I NE�Q`� . �'. �y'•:�Ng I NEEQ'F,F, ��: ..... ...... .. ... ..... ...... .... .. . . .. .. .. .. . ... .. .. .. .. .. .. .. .. .. .. I . .. I .. . . ... .. . . II�� ... �.... ,,�founuP�`E,,, ',,``luu�nEASe`,,. . . . .. . . . �.�� . .. . .. ... �... . i i .. ..�.li�... � . � :.i .. .�.li�... . li,... .. .�.i�... �.i�. .��... .. . .. ... .��� .�.li�. ..�.ii� . . .. . . . .. ... . . . .. . .. .... �.�. �. .�. �.�. �. ... ... .. . .. .. ...I. .�.�'il .. . .... .... . ..�. ...i ...... .'�i ., . ii .�.... . END GRADE �'i -- ---- --- --- ___-- - _ —___ __- _ _ II', _EBCD- STA.22+50.00 -- - '--- II � ELEV = 456.65' � I� i i ii � � , � I i i �� � � � , -- — — — --- � --- : ---. -_, — — : . i li li �i i �I �I _ Pl = 20+25.00 � � I � I I EL = 453.99' I � I : VC = 200' I I II II i K= 2784 { i ', I Pl = 12+40.00 ; � i� i� V> 80 MPH i i� i BEGIN GRADE EL = 445.27' i _�__ -EBCD- STA.10+00.00 VC = 200' � I � � � � li �i __Ii_— —— ELEV = 442.85' K = 20/2 . j I 'i _- — -- +)I.1822% V � 80 MPH � �� (+�JI.1104 ; ( )1.1822% ,: '� . P�OPO ED RAD �, '� I __— ---- —� II i I � I'I I ' _—I _ I __ --- -- _ _ F�ffA�B J i i — — — —' (+11. IIO% (+ , R7 -E KI,�F �'R I — - I I I J'il ii �i �i I �i , � �� � �� I' — - — I --- . �I �I � I� � � i __ � I� � � �i _ _ I� I SEE SHEET NO. 6,7 FOR -EBCD- ALIGNMENT 10 11 12 I 13 14 15 16 17 18 19 �� 20 'I 21 I II 22 '� i� �� I � � �I _ , _ � � __ _ __ I --_ l� -_- J�_: ', _ � � � I � I , . � , . 1 { -WBCD- � ; � , , � II, I��, I'�, I I, � I _ _I_ � � � � � � � � �� � , '� � , � , , , i� I'� '� , � �� I� I '� �� � —� - — T i , � ' I � __ �, � � �___ ___ �- -----I_ _ II . I � I � � _,. _ � _ �_- - - � � � � : � i i END GRADE ' -WBCD- STA. 22+00.00 I ._ � � I _ __- -_ ELEV = 448.64' � � __ _-- �-_ , _ BEGIN GRADE .. --- � -WBCD- STA. 10+00.00 -.:.- -.. i i i ELEV = 438.89, � � I � I � � � I � I � � ' -- � --4l�. _...:_ ._ . ._..., - - -.- - - -- --- I' --- ----� - - -------- --- -- -- _— --- - - - - -- — --- _...- - . ...__ --- --,— --- ----�--- --- --- !----- -��Q-- , I' i Pl = I6+25.00 � i � � i� i� � EL = 444.94' � I � _ _ . Pl= 11+50.00 L_._._ �_ _ _- __ , -- VC = 650' _- i�I _ i� __ ___ -_ ._ i ,I ii _ ii _ -_ _ — EL = 440.66' ! ' K = 2529 i � � ' 4�Q_ .---', _---- - ' j __. _.....:. ' '� � --.. -- - -'-.'-._. ' --:._. _. -- -- - - —�--- --�� _�-------- I� ---- - _ - --..4.�Q.--- KC- 7/7�� , V> 80 MPH I- �i --- - - I -- - r f f ff.6440% __. T � -- -- �— V> 80 MPH I � �+�0.9011% (+ 0.64� % � II — — ---- —. _ , ---- -- I I P OPOSED RAD _ _ _ — — - � -, -- , Ii -. - - -- (+ 1.1800% (+J0.90 I% ---444 _. .. -- � rr - -__.. __...:. , , _ _. _.I I_.... �._ _-I- - J� _. — � s �vc � 6oNo �' --44.Q-- — --- I i — i---- -- - � I l�i - - ' a � ��I � � i I � i i � 43Q- ---- - -- -- ---- ------- -- — ' ----- -- --- - -.. . __._. � _....._ _..... _....... __ .. , _ _ -- - . -, --'-:. � 43Q-- _ ,. _ _. :. --- - �� � I I i � I � i I �� '� � ,� ��� � �� I� � � SEE SHEET NO. 6,7 FOR -WBCD- ALIGNMENT � o� ., . .. .. . . . . . .. . . . ..., . . .. .. . .. . .. . . . .. . . .. . i i i . z�U i i I i �i I � � � i � i i �i � 'i i I �� ,, � M� 10 � 11 � 12 13 14 15 16 17 18 � 19 20 21 22 N...� 6 RIGNT DITCN PROJECT REfERENCE NO. SHEET NO. � � � � � � � � � � � � � /-53�8/1-53/l 93 � � � � � � � � � � � � � � � � � � � � � � - � � � ROADWAY DESIGN HYDRAULICS . . . �. �. �. � . �. � . �. �. �. . �. �. . . . �. �. . �. . �. �. . . �. �. . . .. .. I .. . . �. I �. �. . � . �. . �. �. �. �. . �. LEFT DITCH _ "_"_"_ ENGINEER ENGINEER �. �. �. . �. �. �. �. �. �. �. �. �. �. I I �. �. �. �. I �. �. �. I �. �. . . . : �. . . . �. C��PtH, CA R0� � pi ���J`�1�' CA R p� ���, � � i ' � MEDIAN DITCH o . ........... ti , ........., ...... . .. .. .. . . .. ..... I . i .. . . I . . . .. I .. .. . . . . . .. C�2.:'oFE55/pN..�v�. .`�2�:•oFESSi�N.;�s'�� li . . . . .� q: � .Q !.. � : �. �. �. . .- . �. �. �. . .. . .. .. . .. .. .. .. I � . .. .. .. . . I . . . . I . . . . . . . . . . I ... .. . . . .. . . : a SEAL ' � SEAL : : R P4A- . . . . . .... �. . .. . �. .. ..... . i .. . . . i . i . .. , . . . . . i . I .. . .. . .. � 029473 . . 36188 . . . +.F QF�. ..''•F er. ` ... .. . .. .. ... .. .. . .. . . .. . ... . ... '•'t'GINEE: NgINFE ',.;. . . . . . . . . . . . . . . . . I . . . . . � . . . . . . . . . . . . .�q'•• �'�J��. �' ��•.. ..:50�,,� . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . f . . ` i� � . . i � ��, ''. ........ . . . . . . . . . �. . . . . . . . . . . �. . . . . . . . . . . . . . i . . . . . i . . . . . . . . . �. : . . . . . . . 4i �NM ZP O� '�'4 � WEAINE p`� BEGIN GRADE I � � � i�l � i i i i� i Pl = 18+40.00 i i I PIPE HYDRAULIC DATA '"„",,,,••� •,•,,,"""" -RP4A- STA. 10 + 00.00 I I I , I I I EL = 4/9.17' sa° cMP i0 BE PRESERVED ELEV = 407.99' �i �ii �i VC = 1,280, DRAINAGE AREA = 49.6 AC � � � � � � � �� � �� � � � � � � �� K = 232 �� � ��. �. �.� � DESIGN FREQUENCY = 50 YRS . ., . .. . . . ---- .. . . P/� . . . . . . . . .---- �-- . . . . . . . . . . . . . . . . . JI �. . . . . I . . _ . . �. Ii . . . . . . . . . . . . . . . . . . . DESl6N DISCHARGE _ 160.0 CFS . . . . . . . . . � _ 11f00.00 � � �. �. �. �. . �. . I �. �. �. �. �. �. ill .. I V = 69 MPH . . . , . . DESIGN HW ELEVATION = 370.8 FT �'I - . - � . EL = 409.55' I� I� ioo rEaR wscHaRCE = i80.o cFs ,I K = 769 . �. �. �. �.�. �.�. �.�. I.�.. . . . . . .. . .. I00 YEAR HW ELEVATION = 372.2 FT . . .. . . . VC = 200� � � I � � � I ��i2/56 � �� � � OVERTOPPING FREOUENCY= 500+ YRS �'� � � � -- ---- V i 8O MPH -- --- ---- � �_ - � � _ _ . � � � � � � � . � OVERTOPPING DISCHARGE = 5/0.0 CFS _ ��. .___ _ _ . . . . . .. _ .. . .. . . . . . .. . . . . .. . OVERTOPPING ELEVATION = 403.5 FT . , .. . . . . _ � � I Q/ ' -�---- - �i ii i �+71.30 -I---- r= -,-- -- --- I _ ,__ -. --- BEGIN SP CIAL LAT RAL I 'V' D TCN I LT. ' - - - - ,: i _ �-� 2.34 p/ � -i - - � _ _ ` � I _ , � � _ _ Pl = 15+0 .000 �'J 0.5 00% i -- , i EXl TIN� �R UND i i �v EI = 4/l.3/ (-J 1.9412% II -``'J PROPOS D GRADE � i_ - v ' _ -'-- __ � � _ __I _- l=l +55. 00 ElI- 4 7.34 'I � __. - -_ � - \\il -��. 6i � _ o � I � -- /_ /0.3 � � � �� -__� ' -- - �-_ � �� � - � PI =17+05 000 ' I � �i � i -`_ � i: _- i � ', � � - �� - _I , = E/ = I 906. 3 I� �ND SPECIAL L TERAL I 6l P I C/AC C T DITC RT E S U � , � i- l= 5+5 .000 • I �� • � : : pl = 7�+�5�5,100 �l = 8+55.000 i _�L = 406. 8 g.T,_ - .-3 � � I I � i i � � , ' - - � �i � � � _ __ . I '� � li � I� � �, : --- : :: � : � SEE SHEET NO. 13,14 FOR -RP4A- ALIGNMENT � � � I� I� i li � . ..... .. .. .. . .. .. . . .. . .. . ..... .. .. .. .. . .. .. . .. .. . .. . .. .. .. .. . .. . .. .. .... .. . .... . i .. . i XIST 54"CMP �.. .. . .. .. . . .. �.�. �. �.�. ... .. . .. �. �.�. �. �.�. �. . �. �. �. �.�. . �. : .. . . . 7 BE.PRESE ED. . �. �.. �. . . . . . . .- - - . . . . . . � �. �. �. �. �. �. �. �. �. �. �. �. �. �. . �. �. �. : �. . �. . . . � CEVz�{� 8S' BECOW GRIDI . �. �. �. �. �. I I I I __ _ __._ r: , I� I� I� I� _ 'I � 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 i I �i I � li I li I , _ - ____ __ : __ __ _ _' : __ _ , _ _ _ _ ,� , _ __ , __- � -- - : : � - � -RP4 B- , � '� ''�, i i � I I� , % � __ _ _�_ _ _ _ L __ ___ I _- -- - � � BEGIN GRADE I� , , -RP46- STA.10 + 00.00 ' I� � � � I� -RP4A� ELEV = 438.01' � �i '� �i � I I � I Pl = 17+05.00 I I . - EL = 442.2Y - � Pl = I I +80.00 EL = 439.59' VC = 870' i � VC = l80' �i K= l60 �I . END GRADE K= 475 V= 6lMPH _, V> 80 MPH I� Ii __I -RP4A- STA. 26+57.07 � i i ° i + � , � � - iPRO OSED GR DE ( 0.4990 , I- , / 0 � - � � � 49 ELEV - 390.05 ° ' � J0.4990% , � 7 • - PRO'POS D GRADE - - - - - - - I - - - - - - - - - - EXI;STIN GROUND I II PI = 25+77.00 BE lN PECI L LATER L ��2.40(� � 4 � � I I- - I ` ( J _ 7/// ` � I � I EL - 388.10' --- 'V ITC RT. I` - �-J II ' - (�4 3� N --44D_. `� -- - - ......._ - � ------- ----- ------- - ----- - ---- _ _..- -- ---- - -- ----- - .. -. _...._.. _ � 3. .. - - _ _.. o�_.. -43Q--- ,, --- o_ --, I ` , � � i �� I El 43�.090 O f -J 25 23% _. - - - - • _ VC - l60 i � _ � K = 24 �,� S � � _ END S ECIAL LA ERA . _ �-lq /56i V 24 MPH _ __ I I Pl -l6 30.000 4 }�� i � T - - _ I - i� i� EI = 35.89 � � � ' - _ __ � �i � _ i_. r0 �_ -_ _ _ � -,- _.. - .-- -- ----- 'V lT H RT. 2/,5 0 .. ({)2.4320% - ---' � � - --- II' - EGIN��{30000 CUT ,DITCN LT..... El = 4 �69 00 - � -- -�ZQ. -- _ Pl _l6+ 5.000 f30. 00 i� r ��� � El- 4 2.24 , �i �I I / 427. 4 J4. I Pl !8 �� EXISTIN 6ROUND i L 432. 6 PI 16+8 000 �I __ � � El 43/. 4 EIVD 5 ECIpL CU DITCH T. �$Q-- --',-- �. --.._.. .._-- --�- �- i �i ii - -._ _ _... -- � _ --- -- _ _..-- -- - --- - - --i�----- � - -- ---- -- - ' EL l9.19 po I �I ( 6.0000% Pl, - l9 80.0 ' �' _ 'i �� � �i li � i I� rn � � � I , a , � , � i I , i • � � �, � -�' --- --- I -- --� -- - -- - --- - ------ �- ------ ----- ' � ' -.--.. _... _. � _ _ , _. .. ' _... - - '- - - _.._ � _ - 4QQ---- �@ � ' � ' ' �, � � � � � � �, � ' SEE SHEET N0.�12,13 FOR -RP4B- ALIGNMENT � �� � � � � � , � �` � � �I '�, , � �� �� � � , , i �� :� Q� 24 25 26 � 27 10 � 11 12 � 13 14 15 �� 16 17 18 19 20 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. ` I� I �I� 1-53�8/1-53/l 94 �j ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � � ! � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER . . . . . . . .. . . . . . . . . . . . . . . . .. �. �. i �. �. �. �. i . �. i �. �. �. �. �. �. O`�H� CA RO ��i �•aN � CA Rp �� I II I � MEDIAN DITCH ,,.oPt , .....��N�.,,. ��°"� � "����''-. '� I I I � , .... , ....... . A . .. C 2.:'oFE55/p�;..�v �.2,•oFESS/�N.;s ....... .. .. .. .._ .... ....... .... .. .. �R uR� .. I .. . . .. .. li . .. .. li .. I .. i . .. .. i ... �.. .. : : � �; � � ; e y., � ..... .. .. .. . .. .. .. ....... ....... ..... .. . � \ ��f V . .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. . .. ....... . . .. �.�. .�. - .. �. .. '4 SEAL '4 SEAL � ..... .. .. .. .... . . .... .. . �. .. . .. ... �. . �.�. �.�. . .... .... .. .... .... .. ..II.. �.. �.�. 029473 36788 . �. �. �. �. �. �. �. �. �. .� . . . . .. �. �. �. � �. �. � �. �. �. �. . �. �. �. �. �. �. �. �. �. . �. �. � I �. '.. .i `�'�'G I NE�Q; �' ,J .�, �i F,�� I NEEiOF,,��:` . . : : �. �. �. �. �. �. . . . �. �. �. . . �. �. . �. �. �. �. �. . �. �. i �. �. �. �. �. �. �. �. �. �. i �. �. li . i . I ... i . �. ��.. . .�4f�N M •1 P��E �. l�� WEATNE�S�` . ..... ... . .. . ..... . ..... ...... ...�.�. �.�.�. �. i . .i �.�. .�li�.�.�. � �. � �.:.i �.�.�.i . �. i . �.�. i�.�.�. .. . .. . .. il . . .. .il... .. ... . �, .. uuu u�uu i -, ����� �oo �•iu .� I I I I � I III', , � � �', -- ---- --- --- ___ -- _ —___ - — ; - � �� -RP4 C- -- - -- , , , I 4 PIPE HYDRAULIC DATI I �i � � � i � � � � � 36"CMP TO BE PRESERVED I��� �� I � � � � � � � �� ii .. . �i, �� Pl = l2 f75.00 � �. �. .. ���. � �-- — - -- DRaiNaGE aREa - 40.o ac � � , � � BEGIN IGRADE — i EL = 44/.69' � . oEsicN oscQaRCE - 90.o CRS II I �il I�, ELEVC= S 39.9000.00 �I KC= 566 4 � DESIGN HW ELEVATION = 383.6 FT . . V i 80 MPH ���493 ' ioo rEaR DiSCHaRGE = ioo.o cFs I �il END GRADE � I 'I m _ � ` �� �. �. . �� �.- . �'.; I00 YEAR HW ELEVATION 386A FT . �. �. �. . . �. -RP46- $TA. 28 + 94.02 - �. -. -. �: � . i �. �. �i �. . �. �. . .. . . �O � . ... .. . ......_- —__� RT PPl FR Y= 500+ YRS . .. .. .. . . . .. .. .. .. .. .. i . ..i.�.� �.�— I� � . � ..Cr- �� , ovE o NG EouENC I I ELEV = 390.25' � , „ PROPOSE �R�40E (+10.650 / a . . .. �. � ... . .. . .... .. OVERTOPPING DISCHARGE = I48.0 CFS . .. ..�.li� ... .. .. .. .. .. .. .. .. ..�.li�.. ...i .. 4 .�.ii.. .... . . � � � ��� � � � �� OVERTOPPING ELEVATION - 408.0 FT .. . . .. . . . .. .. . — — — . - .-. � . . � E D S EG L CU DI�CH �-10.3029% � � � � EXlSTIN GR UND �--__ WYTH ING I RT. --- I '� � P� = 2 f30�000 - � i i , �� �,� ` � I , _ � �'� 41 4 �'� ' , 4 � ' `� _ p POS',E� RAD� ' - Pl 28+� .92 I ' I � — — �-- _ II El 38 .75 JI , R� Pl = 28+00.00 �� � ;% � � I � �I EXl TlN GRO ND r--' '�� _ EL = 388.15' I I� I� 4 --� Ir ` I VC = l80' I i II �i `� K= 25 � � I I, � I� i V= 25 MPH -------- -- - --- �,- - , — - ' ' : ... ��. �.... ... ...�. . �. .�. �.�. .. �. �.. . � — .. .... .... .. .... .... i . �_. .li. ..�.�.�. . �.�. � �. �. .�.�.�. I — _ �� : : i i B�GIN PECI JAL C T 1TCH I� I __ � I SEE SHEET NO. 12,13 FOR -RP4B- ALIGNMENT ' '� p�'rH 2-F80. ODT �� �� ��g37 �� (+) .233�i� ' i � SEE SH EET NO. 12,13 FOR RP4C- ALIGNMENT SaAc � E� i�vEc EI = 3 5.92 . -_ I _ i � I I- Q E[rv �6�. �reEt ro ���r�� , � � (+J 4i3 / 20 21 22 23 24 25 26 27 28 29 10 � 11 12 13 � �i i I I I � �I �I '� '� - : _ _ _ _ -_ l� ' - J�_: � � �� I . _ __ _ _ . I 1 I 4 : � , � �'ll � '� ''�� RP C '� � � � � '�� �,I, i �II � _ _ _I_ � � � � � � � � ��, , �� , , � � � �,,, � �� � �� �� � � � - - -- ;� __- - -=--i_ I� : _ � 1 � -- - T I � '�., _ '� -- - , , , � � , I ; : � �.__ —_ i -_ � �i i �, --- - :_ -_: , _ ' __ � __ i_ I___ _ _ '� I� _ __ I _ _ _-_ ,I � ii Pl = I8+89.00 I� END GRADE . I-. - -. � I EL = 439.83' -- i -RP4C- STA. 26+45.6 9 -- - --- --- , I� �� VC = 4/0' - _ � ELEV = 422.24' ; � K = l52 � � V= 60 MPH I i� I j i� � - - (-J03 , , � � 0 % -44Q_ _._ _-' - -- -.. -- . - - --- - --..:....... �, r, �o. o29i _ .r.- . . - -- - - - - -- -- - -- I' _ - - - -- 44Q_. - _ -- -- - -- - -- _. . _ l3.ppOD o - . -- -- � — -- - - r — -- , — - --------- ( J /.44 `-- -- — i : 23% ( 1 /.1800 , - — — — — " — _ _ � Pl = 25+35.00 i --- - - QO/ _ - — � ' I— — — � _ _ _ 1 — — — — _ _ ^li ;; I �', P OP05ED GRADE . _ 'i EL = 420.45' - I — -- ( 1/.0 �-- BEGIN 5 ECIAL LA ERAL I� VC_ 200' � Q-- ��' -- - ---- - ----. � _..... - -- ---- - _ -... �I - '�_ _........ -. ----�---- ��- -- � _...4_3Q.--- PDIT�+ 2.000 , IEND SPE�AL UT ITCH RT..._ _ EXI..TIN GROUND �'� __'� 1 V= 33 MPH I I ---�: __El = 43 .42 , ,Pl= 17+50:000 � _:, - � - °-_--- - - --_ __ II�'�� I ,� f-J�".250 % `-__-- _� '�EL = 435;18 -- - - - � :-- ----- --_ -- 42 --'— -- ---- BEGI SPECIAL CUT DlT H RT. . -. ---- -....... _..... _.....:. - ... - - --- ------ -- � - - ' - - C`1 - - - ---42_Q-- � _ � � i -- - I --- - .._. -tt.5206% � `�� PI - I6+00.000 /=16+00. 00 V' DITCH LI�L LAT RAL I EGl SP CIAL CUT DITC - N% • (+7Y617i% , l 436J Q - LT END PECIAL CUT DITCH � � I� EL - 436.68 PI - l6+ O.00Q ' l-N 26.3k4000 El = 42/. 8�� �' ,PIT H 4 N50.000 , � � EI 43614 _4_]-4-- --- - - -- -- - ---- --- - - - --- - ... _ __.... _ _.... _. -- - . - - - _. --4� �-- � -- - _ _ ,. -- - --_ _ _ ! „ m � i � ' � �7 �_ 2�:92 __ o�� i � i � I i i li I SEE SHEET NO. 12,73 FOR -RP4C- ALIGNMENT o� i i I I ii i i i z�U i I i� I� I I I �� :� � �, �.,�, 13 � 14 15 16 17 � � 18 �'� � 19 20 21 22 23 24 25 26 N...� 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � � 1-53�8/1-53/l 95 � � � � � � � � � � � � � � � � � � � � � � �II � � �II � � � ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER .. .. .. ... .. .. . . .. . . . . . .. .. .. . . .... O`�H�CARO��i �•aN�CARO�'. I I I C��Pt � �'� .���P1 /��� MEDIAN DITCH . :........... � �. . :.........,� , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . I . . . . . . . �� ?�:' S $ / ' :N9 �i C ?�:' S $ ' :�9 ��� .. . .. . .. . I i . .. :.oFE pN., :.oFE lpN'•. . I : � -RP4 D- � � _ :�a� ��. _ _ :�4� -��. _ SEAL SEAL , PIPE HYDRAULIC DATA � ' ozsa�a 36788 EXISTING 24"RCP ''F iN Q: .''• FN Q.:: ... . .. . ... . . .... . . .. . . . . . . .. ,. ... .�••;vG E�::'�. ��y�•...�INEE'F,F.��� _.. .. .. . ..... ... .... . . .. ... . . _ . . . .... ..... .... .. . F E. ( ' Se. PIPE HYDRAUUC DATA DRAINAGE AREA 5.9 A ,r" '� t C '� 'R . . i , ? ? . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. �. �. . . . ... . . . ... . . p�� 0%y M .1 P `�O �� il W EATNE �d: EXISTING 30" RCP OESl6N FREQUENCY = 50 YRS i i � """ """' I DESIGN DISCHARGE = 24.0 CFS Ili �i . �i i �il DRA�NAGE AREA = 20J AC ��i �i i i i i . DESIGN FREQUENCY = 50 YRS I I I _ �. DESIGN HW ELEVATION 403.3 FT i� i� i� � � � � � � � � � � DESIGN DISCHARGE = 60.0 CFS � � � �00 YEAR DISCHARGE 25.0 CFS . . . . . . ii il . . . . ii . . .�..... ... . .. �. . .... .�.... ...�... ...�. .�. �.�. DESIGN HW ELEVATION = 4002 FT �.�. . �. . .�.�� OVERTOPPING FREOUENCY- 500+ YRS . �. .�... ...�. . .. .. � �. �...�. .. .. �. . I . .�. -- ---- --- --- --�---- - - l00 YEAR DISCHARGE = 70.0 CFS ��. . -___ -- I00 YEAR HW ELEVATION = . i, . - . i, -- --- -- - �� _ �--- � � � I00 YEAR HW ELEVATION = 404.7 FT � � � � OVERTOPPM6 DISCHARGE - 56.0 CFS � � � � i � � i � � BEGIN GRADE � � � � � � � � OVERTOPPING FREOUENCY= 100+ YRS �� �� � �� �. . . �. � OVERTOPPING ELEVATION = 4�4.0 FT �. �. �. �. . �. �. . il . II . , . . I . il . . -RP4D- STA. IO+OO.00 OVERTOPPING DISCHARGE = 88.0 CFS �I �I I I ELEV = 408.68' OVERTOPPING ELEVATION = 4/6.0 FT I i ii - -- ' P/ -- 2 - -- ,--- - i Pl = l8+10.00 ii - 1+80.00 i : : EL = 4/9.12' II ,i EL 4/7.98' i I VC = 200' � Pl = I3f55.00 'i KC= 17750 'I I K= 234 � _ EL = 4/4.08' II i V> 80 MPH � V> 80 MPH I i ai � -- � -- VC 360' li V= 63 MPH il �� i I � � ,� - � K 872 � i _ o i T (+J0.5465% - -- _I_ i � . , _ - ---�-- ' � - - - ------'-- ------ - (-�J0.30 // ( )0.5456/ --- --�-: : : �i+JI.IQ �� �- -��_-- ---- - - ---- - - ---- ( )15211% - ( J 14s�77% _ �r�- - , Lv � I (t)0.750 % i i � __ i - ----- � pR0�05 D �I�ADE �' �I �I ' � tN. I , �i i �� ,4L C T DITCH L I W ITN�NHIN EE / RTCU DIT�H - � I � ' PEIGI 20 98.0/0 _ - ' __-- ----- _ - _ - - Pl = 17+5 .62 I li ENdi SP CIAL ICUT DITCH I EI ',� 4/ .95 '� : El = 413. 8 I Pl -17+9 .2/0 WITH HI GE T. I� I� ', EN SPECIAL CUT DITC LT El 4l3. 2 I Pl ='I 19+ 7.52 �� �� i I ', Pl 23+50.0 � El =, 4/l.11 i� �I � ;� EI 4/6.84 I-_- -___ _ - -- --- --------I- -- -- - - � I� i� � i� � , - : � -- i IQ , � II I Exrsr� za° R P I II s�A �s+ z s a��+n �� �� I� . . . . . . . . . . . . . . . . . . . . . . . ELEV = 383J, �. . �. �. �. �. �. �. . ELEV i- 392 ' . . . . . . . �. �. .. �.�. I �. . �. .. �. . �. �. �.�. �.�. I .. .. . �. �. �.�. .�. �. .. �.�. � �. . .�. EE HEET N. I113 14 FOR -RP4D- ALIGNMENT � I I � S S O II _- _ - I I _ I li � i i -------- ' �� i-_ _ i � I I II i � 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 �: �� I I �I �I � i� �� _ � - � � -: __ _ __ l� -_- J�_: _ � �� � i - I I { I -RP4 D- � � � �' -RP6A- ' � � � �� , '� '� I '�� I - �� I � I , I� � BEGIN GRADE �� �� �� , , �� -RPbA- STA. 10+00.00 i, i i� ELEV = 259.06' I i i � i i i I � i i I i , END GRADE I � � � ' -- - -- -RP4D- STA. 28+56.33 _ � � � � Ir Pl = 17+20.00 T ELEV - 422.56' I_ � � ' EL = 262.69' -- _ , , Pl - 1I+00.00 �I Pl 13+50.00 I I ' VC = 440' ' EL = 259.64' EL = 26L21' Pl = 27+50.00 �� li VC = 200' I I K= 367 _ 1--- :_ i i VC = 300, i � I V� 80 MPH - - EL = 42/.09' � K= 4167 K= l3/6 �i � � - VC_ 200' I� V> 80 MPH V��� M�b I li � � I � K 24l � �� V> SO MPH � � i � �i �i � N � �PRO OSED 6 ADE � I � II EXISTIN GRC�UND j� � � I � L _ � --_ -_ _ _ - -- `� - i ( +JO 40 0% - - -I - ---__42Q _r-f�o;�4s. °.._._ --- - -- - � --- - - - - -- - _._ -- ---2�Q-- --.. . .__� r i�..�a ..5�_ � � _ � � (+J 628 / + 60 00 /. + 4 ( ). ( )0 000 0 _ ., _ . . _. -- --- -. _ . - - - _ _ ' `-- E ISTlN6 G UND - --- -+i) - , � �GRA E i� �\_- - - - - - ---- i-�) .54 I �+J 580 / ( 0.62 0% I' --_ __ _ _ i -- -- - - AIROP SED i�, i , 1�- --- _--- � --- ...:. _... �� I� - _. ..-- � - __... _... .:. - _ '--- -- -- I�--- - ------'- � '-- .:... .Z.�Q.--- ' � � - � _� _ -,�: ___. . �------- t -. i _' , _ _- . _ _ � --40 -���,- - ----I;�- �- -----. _ -- __...: - ------ - 'I __ I ' _ - . . . - - - --- - -- -_ I --_- ---24.Q-- � I'� II : - - ' � � �� � � , � � � , � , � �, i I � I �4Q- I- - --- -- -- -- ---- - - -- - - - -- - --- ' ,........ _._ - ' �' - - - . _. _ _.... -23Q-- � � ,,. _ - - ' � _ I-- ��� ' � ', �� � ' i �i SEE SHEET NO. 20, 21 FOR -RP6A- ALIGNMENT _ � SEE SHEET NO. 13, 14 FOR -RP4D- ALIGNMENT , , , , o� ,i .�. �.�. . � . .�. �. .. ... .. .. . ,... II ... .... .. .... . ..�. �.�.�I�I.�.�. II . .�. �. '�, � .�.ill.�.. . �.. . �. . �. '�, .�.. . z �U i i i i i �i �I i i i i �� � Q�� 24 25 26 � 27 28 10 11 12 13 14 15 16 17 18 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 9E � �. �. �. �. �. �. . �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . �. . . . �. . �. . . �. . �. . �. �. . . �. . � . �. I . . �. . �. . . �. �. I . . � . . �. �. �. . �. . �. �. LEFT DITCH _"_"_"_ ENGINEER ENGINEER �. �. �. �. �. �. . �. �. �. �. . �. �. �. �. � �. . �. �. �. . �. �. �. �. . � �. �O�tH� CA R0� � p� �O`1N � CA R0� � �i. ..... .. . .. . .. .. . .. . .. . .. .. I . .. . .. I .. I .. .. C P; , .` P . MEDIAN DITCH ..... .. .. .. . . .. , .. . . . . . .. .. .. .. ���?�. .•5$l, .N9��i� C�2�•' ..SS.., •,�,��i E E / .. . . . .. . I . I I ,• pF ON '•. :' oF �N '•. . lii i I i _ —RP6A— _ , —RP6 B— , :a� �: :a� �.. .... . .. .. . . .. .. . . . I . . .. I .. I . .. I .. .. . . .. SEAL SEAL ....�.�. . �.�. . ..... .. , . �.�. . �. �.�. i .. .. . . �. . �.�. �. I .. I .. �.I. . �i �.�. � 029473 . . 36788 . _ ..... .. .. � .. .. . .. � .. . .. .. . .. � .. .. .. . . .. . �, .. .,f Q: .f Q. ..... .. .. .. , .. . . ... .. . .. .. . .. .. . .. .. . .. . . .... .. �. � �. �. , .. •'�'GINEO: ��y'•.NgINEE'�t.�J� .�. .�' i � i ! : : : � � � C �i. '. .` �'. :: END GRADE i �`q'`°nnuP�`EJ� 'o i ;����E�se�,, � I BEGIN GRADE i i i i �-RP6A- STA. 23+00.80 i � � �-RP66- STA. 10+00.00 � i � i I�i �i - I �l� i i I ELEV 274.93 - ELEV - 2 2.12' - 9 Pl - 2/+40.00 � � � `,,'� EL = 269.4Y � ' i ii VC = 320' ', li -- ---- --- --- __ . - - _ —___ __- i � --- --- -- - !--- K=/75 j- I , i i I V= 69 MPH �ii �ii � 1 Pl = I2+50.00 � � '� I, I -- — -� _ OF�1��-D- f�AD€ � _ _ _ EL = 289.27' � Pl = 14+40.00 - I ' - --- --- - v � i VC = l80' I EL = 285.87' ' i cV ._.. _.. ..... . ..... . ..... \...... .. . . .. .. .. .. . .. .. . .... ... .... .. .. i . .. .. � : � �, � K= 277 VC = I80' N (+)3 ' V =72MPH, K= I70 _ _ _ _ _ � - �+11.6 00% V = 68 MPH ----- � I I �,� �� � II f r+��.60o i � I � EXISTI G GROUN � ' - (- /./40 ' � --- : -. - -- : I \ I - _ — � ,qZj� N , i I� � __ _ o I , �' i I�=-- --- i i �i -- _ _ __ i �o - -- -_ �EXlS !NG GRO ND �-J1.7 � -- -- � N i II 95% I f J0.7289 , _-- - - � �-_- i i � _ . �- --- � i : � -- -i : : : � . � �i I � �� . _ i I � __ - �- --� _ ---- - - I ' I � _ � �i �i� �� � i� � i �i I � I � ,- - - � . � __ � _ -- � �I il SEE SHEET NO. 20 21 FOR -RP6A- ALIGNMENT i I SEE SHEET NO. 19 20 FOR -RP6B- ALIGNMENT i _ � 18 1 I 20 21 22 2 10 11 12 �� 13 14 1 � 1 1 9 3 5 I 6 7 � � �I I � I �I , i� i� � _ , � � - : _ _ _ ,� -_ l� - J�_: � i �i I � I � � - —RP6 6— � � i {� i ', � ''�, , '�, , I, I I I � I _ _ __ � � � I I � I I'I END GRADEI i � i � � , i i -RP6B- STA. 29+59.40I i i i ELEV = 278.7T _ ___ _ I I I, � _ __- - - ----�_ I - � Pl = 18+20.00 -_ - � �i �i I, � ' VC 400' _-_- :_ '_ I Pl = 22+70.00 EL =2279.0.00 I I Pl I� 29+15.00, EL 283.I0' li , _ _ - � _ _- : K 359 EL - 274.79, VC 200 I EL - 28032' � V= 78 MPH -- --- - li� '� - K= 200 - I VC = 430' V= 66 MPH i VC = 80' ' cv _ _.__ V= 607MPH i K= 2l '� � ' � I � � V = 3/ MPH • I � � � JC�i -- - - � � i , - ,--- ---- 2�9 i �I e � +J0.1982`, � �� --280 _ -- -�R �os a c��o� r-����:so o� _�._1.o,29a�i ...___._ - � - - ---- - -�- -- ---2-�.Q-- �- .8467/, I r 1 -- -- -., .. _... i _ _ - . _- --- � i — _ --- --- - . — 3 __ -- —_ —_ I_ — --- -- _ ��___ - �-�- ----- XlS lNG ROU D I' � /-13.4 /Oi �' � __ __---- 350 L_. � I � I � i � __ - _ � � � - � - � � J1.8467 (+1 3000/ % , _. .... � _. .. -- . =- I� - -- ---�-- - �� -.2Z -- �. _...... _ , - -- --- -...._ _ _ BEGIN S ECIAL CU DITCH L .000 Q _. _....... � �i _ � PI - 28+ 0.000 I - -- -- ND ',SPE IAL CATE AL I � -� ', � I -- __ , '�� EL ` 27 .83 � _ -- - � I��i � _- - - � V' DITCH T i ��, + � ��� � �� l l8 3/ 000 � i � �, , � I I EN SPECIA CUT � DlT H L7� � / 274. 9 i � I � i i i i --26 =— --- --� ------ : - -- --=- ----- _ -- __...:. '__.... - -- -- - ' - - � - - � - ...... � : �--_- -21�4-- _._ _ -- - - - • -- - -- � , i � i i� i Pl 29+30.0 0 I ' I � EL = 272.83 I o� � BEGI SPECIAL LATERAL i II �. . , �!,I III o 'V' D! CH RT. I 5Q- -_- - .... ---- --'--- --... _._.� _ _ _ _. .. - , � I _ - I -.. _ I -2_5.Q-- ��` ��I El = 78.I0.53 � � ��� � i � � � � _ _ _._.... ,- � NMENT � �,� SEE SHEET NO. 19, 20 FOR RP6B- ALIG , � � � �� � �� �� � �� � � ��� � � �, � � z�U i � i I i li �� � i i � I � I � � � I �� :� M� 17 18 19 20 21 22 23 24 25 26 27 28 29 30 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. ` I� I �I� 1-53�8/1-53/l 97 �j ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � ! � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER .. .. .. ... .. .. . . .. . . .. .. . .. �. �. i . �. i �. �. �. �. �. �. O`�H�CARO��i �•aN�CARO�'. II I i � MEDIAN DITCH o�PPt:..........��''�., ,�°Q�;.........,�i'�., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! � . . . . . . . . . . . . . I . . . . �� ?�:' S $ / ' :N9 �i C ?�:' S $ ' :�9 ��� .. . .. . .. . . I I i . .. :.oFE pN., :.oFE lpN'•. . i � � i i i . . . . _ , RP6C � � , _ :a� �: = - �4� -�� = .... . .. . .... ..... .... . . .. .. . .. . .. I .. I .. i . . . I .. .. . . .. SEAL SEAL ..... . .. . .... . . .... . . .. . .. .. .�. .. . .. .. .�. �.�. .�. �.�. �. .�. .�. II... .. �.�. 029473 36788 �. �. �. �. . �. �. �. �. �. �. �. . . . . �. �. �. I �. I �. �. �. .. . . . . . �. �. �. �. �. �. �. . �. . �... . . ... �,_ . � .�q.'VG I NE�QE�,, � �y� �:�;YG I NEEiOF,F. J:` . . S� ��� ! �F . I li li li i : : : i �. i �'� ...... ��� �' ..... I i M `• •4�.! WEATNE • . . .. . . . .. .. .. .. .. . . . .. .. . .. .. . .. �. �. . �. �. �. �. �. �. . �. �. . �. �. �. .. . .. .. .. . .. . . ... .. �. . . �����muuu�oo� �uu�uu��°�`� . �i i i �i li. .. . I . . . . i. .i.. , I I I I ' i i � i� -RP6C- STA. 10+00.00 i i III I 'I ii BEGW GRADE � ------ ELEV = 296J3' - — ___ __- _ � --- - _ _ -! -- , � i , i Pl = I1+00.00 i I li i li i � EL = 295.13' � I - f I I � I I _ Pl I - 3 50.00 � � I VC 200' � � � � K= 333 EL = 289.63' �i I 'i � I v � � _ , � • V= 76 MPH _ �_ _ -- - KC= 222 I Pl = 15+40.00 � rn �--- -- - V= 78 MPH li EL = 287.16' I � li ' `u _ __ - _ - i i : -. -- . KC= I20 i� i � � )5�/ - , � V- 56 MPH _ � � �.6000% � Pl - 19+30.00 � � i --- �) : � - -- I EL = 276.24' I � �< � VC=600' � i 'I� � 0/ --- � K= 77 � -.200p/ ,(-1/. Q00% % % V 44 MPH � � �l1.37i `,T �' 28000°, � �� �9€ - ' - — - — — ��_ — — — ��_ ^ � � _L� _ I i� �'� i EX STING GR UND ; --,�_ ---- -�__ -� - - _�-_-- - - -- --- I i I �` 280 � _{ 15.0���% I - I�'— ----- -- - - � -: -- � . 'I 'I �I , i EE HEET N. 1 20 F R-RP - ALI NMENT , I I I , S S O 9, O 6C G 10 11 12 I 13 14 1 1 1 18 1 20 21 II 22 I 2 24 5 6 7 9 3 � �i �� �� �I I � I �I �I - ;� - PIPE HYDRAULIC DATA �� �I -: _ _ __ il I� __- ��_: � �I _ EXISTING 36" RCP il i . . . � � ORAINAGE AREA = 18.5 AC . . . . . . . . . . . . . . . . . . . . . . . . �. . � DESIGN FREOUENCY = 50 YRS � i i I .. �. �. �.�. . �. �. . �. . �. �. �. . �. �. �. �. � DESIGN DISCHARGE = 46.0 CFS . .. �I . .. �. �. .. �. �. �. �. �. L . .. .. .. . �I . .. .. . li . .. . �. �. �. �. �. �. �. _ R p - oEs,�N yw E�E�AT,oN = z86.� Fr -, � : , , R p(� p_ �� - 6� l 0 0 Y E A R O I S C H A R G E = 5 5. 0 C F S I II II �+ { I . . .. . .. .100 YEAR HW ELEVATION = 2882 FT .�. .. . .. . . .. . .. I .. .. .. �I �.II�. . .. . . I . . .... .. . .. ... .... . OVERTOPPING FREQUENCY= 500+ YRS � .�. I �.�. �. �.�. . �. .. .. � .. � . .. . . . . I .. . I .. . . . � . . � � � � � � � � � � � � � � � OVER70PPING DISCHARGE = 99�0 CFS �� � � � �� � � � � � � ! � � � � � � � � � �. . . �. �. . . �. �. �. �. �. �. . �. OVER70PPING ELEVATION = 302.0 FT i ��. �. �. �. �. �. . . . � �. �i � �. - � - �, � � � i � � �: - -- _�. _. . .__�. ._: III. �ii �. .ii.�. �. i. i . .. . . .. ... . . . . . . .. .. .. .. .. .. . .. . .. .. .. .. . .. .. .. . ... .. .. .. !i .. . .�.. .. .. ...ii. .. Pl = 26+30.00 '� '� '� ', � EL = 3/1.24, I i VC = 120, _ I � � i� — -- BEGIN IGRADE — - -� -_ K= 2l _�- -RP6D- STA. 10+00.00 -- �� � 1 �r �i � � V= 3l MPH � � � i i ELEV - 256.2 � � � � � - 9" � � � � � � � � � __ � Pl = 17+90.00 �'i �I _ Pl = 11+60.00 _ _ --_ -_ �I EL = 259.1I' i --- PRO OSED GR DE � J0.6/l7% EL = 257.22' . I � � �% _ VC = 200' i VC = 550, � � _ � K = IOl �o -�i��_ _ _ — ' - K - 7/I � 'i 'i I� V = 5/ MPH cv � V � 80 MPH ii °cv' EXIST N6 GROU �� I I S€B���I-G� �I—,� ii �_ � � --39Q _ _:.. _ - .. _.. _. �I�.. - - _... _... '� -- � -- ---2_�Q-- -- _ _ -- - --- - - -- - - ( J0.5$l3/, ... .. . fJO. 000%� - i — -... — �. _ — — r - � i �+JO 3000/ .. �.�.. .� i I -- ( 5720 EXl TINGi GRO ND � � — — __ � __ END GRADE 1-- I I I � � i� __ _ +) -- — QQ_ ' _ _........ -RPbC- STA. 26+95.39 _ -- ' -- ---- ----.._ _. � � , --- _... -II ----- - ---- '----- --- ----- -- -- -...� --- - I --_ ��� __.2�� ' I ELEV = 310.84' — IX/�T 5 RCP . . I . . . . . . , , . _ ._ �. . . . . . . . . . i . . i . _ TA29�7D � �.. .. �. . . . . �. . . . �. �. . i . . .� . . ' . . . . . . . . . . . � ,� . . . ___ __ _ r� � LEV� = 27q./' . . . . . - . . . . —�.-- � .-- . . . i . .. . . . . ��. . .. . . .. . . ��.� . . , . � . . . . . . . . . . .. _ _ _ .. ---2$ ��,- --��'- ----- ;�-- �- ,_ ----- - --- ��-- - - -- ' ---:_ �'� _. - . - - --- , - -_ �---_- -240-- �, � I'� II : - - � � � �� , � � � � , I, . � ZQ_ _.- I -- .. _.. - -- - - --- --.... . __.... - '_...._ _ _....... _ - - - . _ 1-- - �' - -2�Q-- � ,. - - - -� -. ... - I �� i �, � i �i i I ��` SEE SHEET NO. 19, 20 FOR -RP6C- ALIGNMENT �� � SEE SHEET NO. 20, 21 FOR -RPbD- ALIGNMENT �° I � i i o. ; -- i, . . . . . . . . . �. . . . i ii . ii � i � . i ii . N�. ,, .. .. .. .. ... . . . �� . . . . . . . . I �i . . ,.. '� I ., .. I . � � I �� � M�� 24 25 26 27 10 11 12 13 14 15 16 17 18 19 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. ` I� I �I� 1-53�8/1-53/l 98 �j ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � ! � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER . . . . . . . . . . . . . . . . . . . . . .. �. �. i �. �. �. �. i . �. i �. �. �. �. �. �. O`�H� CA RO ��i �•aN � CA Rp �� II I i i � MEDIAN DITCH ' ''. �� '�•. �Pt. ....�� ; Q� ..�� ..... .. .. .. . ....... ...... .... I .. , .. . . . I . . .. I . .. I .. . . .. $�2�:'FE55/p'':;��v�'�. `�2�;•'FESS/p'•:;�s'�� . . .. R (L� . . i . . : o N •. ' : o N . ' i il I I I .�.:�.�. :�. �.�. .. �.�. -�.�.�.�. .�.�.�.�. �.�.�.�.�. � \ � V D �.�. �.�. . �. .�.� �.�. .. �. .. �.�. �.�. .. �.�. � �.�. .. �. ..�.�. �.�. � �.�. .�. - :� ���. �.�. 14� SEAL `� 14� SEAL � ..... .. .. .. .... . . ..:. .. �. .. . .. .. . .. .. .. .. . .. .. .. ..i.. �.. �.�. 029473 36788 . . . . . . . . . . . . . . . . . . . . . . . . . . . Pl = 2.5i"2�.�� . . . . . . . . . . . . . . . ,. . ':``NGINE�Q;• ...'• F,�G EEQ;�F,��: i p i. � I I : �'•. :+ . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . I� '�i� �,4 f •. �E�,�p`�' '�'.� �v��� ..... � N.... �58F.�. _ I EL = 300.87 I I ........ ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . ... I�� ... : . �i� �lyM 1P J` i� J WEATNE ��. i VC = 200' i i i u�m u��w I i I. I . . '�„ �o• � %•..� .o • I il lil i K= I00 Ii i I i I �i �i �� V= 53 MPH I I I I � , ------- --- --- ------ - - --- -- � II', I' � -- _- -- - ! -- - �- . _- � �� li �+) .7147I a � (+� ' � / / li II�i I' / � - - - ��� i � _ � - - -- PRO OSE GR DE � � -'� �li Ii �I Ili - - - i - - : : : � END GRADE I i I I � _ , � _ � � �yJ � RPbD- STA. 27+12.75 i� � � �� � �� ' � EXl TING GR UND i ELEV = 308.03, i � i I � _ _ _ _-� -- - � - -,' i � � i _- � -_ � � — � I i _ � �- i � i i � � �� � � � � // y' ��O 6 g6�� END PEC I AL L TER L �, II —_ I li � : � -- 'V' DIT H l�T. � ! �� N--�+)5. 2�`'� ��� / Ei 78:0%', i II — J- _ � — -- - ' � I I � --- --- - — -" BE�IN SPEGIAL ATERAL � ,V' DlT H RT. � i� ii �i� Pl = 2 +40.000 i �i EI = 2 4.53 I - -- ----- ----- - --- -- - - � _ _ �� :: � �:. 'i �I SEE SHEET NO. 20, 21 FOR -RP6D- ALIGNMENT �I ' � � � � i � � i I� � � �i _ �� � I� __ I 19 20 21 22 23 24 25 26 27 28 � �i i I I I 'I '� '� - : _ _ -_ l� ' - J�_: _ � � � I � I , � - -RP A- 1 {I � � � 7 � � � � � � '�� '�� '�� ' '�� _ - _I_ � � � � � � � � �, , , , , , � � � '�,, , '� � �'� �'� � � �� - - -- ;� _ _ - -- -=--i_ I, : _ � 1 � -- - _ � T ' -- - , � „ _ �� � � , , , , � �, � � --- -. _ __- -- � ll � i � � , I , BEGIN IGRADE -- -.. I _ i II � , � i -RP7A- STA. 10+00.00 __ __- _ �i � �i I�i ELEV = 260.96' i - --. i � � � I � I END GRADE 'i ' ' -RP7A- STA. 22 + 74.91 i il Pl - l5 f li i _ - - - ---� - - --- , -- --r— --- --� - 92' �' Z1Q_._ I I 20.00 ELEV 243. � - -- 'r Ir--- - --- i� EL = 258.15' - i i � i-- -T- --- --- ZQ °�', -- -- - -- N � VC = 280' �i � � __ - _� K = /54 '' I _ - I�� V = 60 MPH ._ __ _ __ -- - : - - _ i '� _ �Q_ ---� --,r-T- I' ----- - ----- � _ : �__... :.._- ---.._ _. ------ --.... :_ _. _ '--- -I�---- - ' _ -- I�-:..:... .Z.�Q.--- _.. - -- --- - -- --- --- - - -- -- ----- - - - - 5404 , (-J , Pl 2/+80.00 � _ � � 363 % -- �R0 OSE GR DE I 'i ' �, ', - - '� - - ,_ _ EL = 242.55' i - �. _ __��_ - ____ , _ � _ _ _ _ _ _ -__ I� � _. VC = l80' -- -- - - _ � � � � � _ � K = 47 ---2� --'- -- ----��-- _ � --�'- ----- __.. __...:. '__.... :..: - - - - _- - I - _. _- -.-. _ ..., . -- - .. ��. - � - - _ - _ 2..�2Q-- � � , i E/S�l G� OUN � __� � - j-- V 34 MPH i - � _ � -- _ ..._. _ , ' �i �-_ I I END'' SPE IAL �, ,BEGI SP�CIA - - LATERAC V DITCH r � � �i I � � I I LAT RAL V Dl CH "�2.3 6% I, (+11.4435% Pl i, 2/+ 00 �,�` �- - - , -- -- I ----- -- - -.. . I _ _ _ _ - ' , � �, _ ".2�+60.Oi7. ...- - --. i _.-6 -- - ,I El � 238. 0 ....... -24Q-- ---- P� , I 'P/ . _ 1 o c � � � � I EI = 237.59 (-J 0'8538 . � � �, � II -RP7A- ALIGNMENT � � � � � SEE SHEET NO. 23 FOR �� �� I li � � i i I I I� �� 3 M�� 10 11 12 13 14 15 16 17 18 19 20 21 � I 22 C` o�' F Q�f '°�L L(l l �' ,` ox N�� �� z _ � �. ��F � n�i } C ; � > J ) See Sheet l-A For Index of SY�eets See Sheet 9-B For Conventfonal Symbols � � • � � V �\•\� \ O V BEGI11l TIP PROJECT I-5338 0 -Ll- J 1 A. 19 + UZ. UU 0 1�� USl � I 44p AREA 2A AREA 1 �� i w�q � ��� AREA _ 1 0 �'' 0 x `�0 k,y,� AREA � � 2A �O '� � �� � O AREA 2A ����� �� ����� �������� �������� �� �������� WA�:E CO U1�TY LOCATI0IV: I-40 / US 64 FROM WEST OF SR 1319 (JONES FRA11tKLI11l RD) C011lTINUIIVG AL0111G I-440 / US 64 TO 11lORTH OF US 64 / US 264 TYPE OF WORK: PA VING, GRADI11lG, DRAIIVAGE, STR UCTURE REHABILITATIOIV, STRUCTURE WIDE11lI111G, GUARDRAIL, SIG11lI11tG, LIGHTI11tG, A11tD ITS E111D TIP PROJECT I-5311 -L3- STA. 628 + 60.00 NOTE: AREA 1: -Ll- STA.19 + 02.00 TO -LI- STA. 68 + 12.63 AREA 2A: -Ll- STA. 68 + 12.63 TO -LI- STA. 285 + 50.00 AREA 2B: -LI- STA. 285 + 50.00 TO -L2LT- AND -L2RT- STA. 444 + 00.00 AREA 3: -L2LT- AND -L2RT- STA. 444 + 00.00 TO -L3- STA. 628 + 60.00 THIS IS A CONTROLLED ACCESS PROJECT WITH ACCE55 LIMITED TO INTERCHANGES. 0 0 + 0 0 N 0 0 9� N zy -� E1VD TIP PROJECT I-5338 BEGI11l TIP PROJECT I-5311 -L3- STA. S00 + 00.00 –LI– STA. 444 + 00.00 = –L2LT– STfi. 444 + 00.00 (47.00' LT) _ –L2RT– STA. 444 + 00. DO (23.00' RT) Z � AREA 2B �'" � M ti Qa Q.� o � i O � �p�� o o+ ,� '�' � f a oX v�9�q 2 8 '� � "� �' W � � o ���c a, �+ '9JpE , Y a _ O — =9 `4 3 � r �----- a � ������� �� �e ��� NORFOLK SO UTHERN RAILROAD 600 + 00 �_, i� o SSO + 00 0 0 0 � i ��� �� � � , 3 ,� 9�q 3 O� 0,��� � ; � ���� �� ����'' ��,�Oq �i�A111TE RS� �� � CRABTREE CREEK POOLE ROAD -YIS- -l.s– �t�i. �vu+vu.vo = 2LT– STA. 499 + 94.85 (10.00' LT.) _ –L2RT– STA. S01 +30.89 (22.00'RT.) AREA 2B 60% ROADWAY PLANS SUBMITTAL NO: D-152 JUNE 71, 2014 1�1E3 �1LbA�1[IN.��3� 1P1L.�N� DO NOT USE FOA CONSTRi�CTION / Prepared ln the Offlee nf: HYDRAULICS ENGIIVEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RSF�H ADT 2013 = 126,025 ARCHITECTS ENGINEERS PLANNERS, INC. $O 25 O SO �OO 8601 SIX FORKS ROAD, SUITE 260 � O� p���p� a ADT 2035 = 184,600 naLErcx, xc z�e�s p ZOl2 ST9NDARD SPECIFZCATIONS "�r� ��� PLANS DHV = 9 /o LENGTH ROADWAY TIP PROJECT I-5338 / I-5311 = 11.503 MILES � � D= 55 % CHAD ROGERS, PE PE o � LENGTH STRUCTURE TIP PROJECT I-5338 /I-5311 = 0.042 MILES srcNazuns: � PROJECT ENGInEER q 50 25 0 50 l00 T– g ��o * RIGHT OF WAY DATE: � � TOTAL LENGTN TIP PROJECT I-5338 / I-5311 = 11.545 MILES ROADWAY DESIGN � �� V= 70 MPH MAY 13, 2013 JASON TALLEY, PE ENGINEER ���� `'�� PROFILE (HORIZONTAL) � – � �� oQr *(TTST =4% + DUAL =4%) *NOTE: EASTBOUND LANES USED TO CALCULATE LENGTH OF PROJECT. r R o � s c r o E s � c x E x c r N s e x �� ��/ sr �— p`��% LETTING DATE: 10 5 0 10 2� FUNC CLASS = INTERSTATE K. ZAK HAMIDI, PE MAY 13,_2013 PROFILE (VERTICAL) Ncnor coNrAcr P'E' SIGNATURE: Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line County Line Township Line - City Line Reservation Line Property Line Existing Iron Pin � Property Corner —# Property Monument � Parcel/Sequence Number iz3 Existing Fence Line f x Proposed Woven Wire Fence �= Proposed Chain Link Fence � Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary WLe Existing Endangered Animal Boundary EAe— Existing Endangered Plant Boundary EPB Known Soil Contamina?ion: Area or Site � � Potential Soil Contamination: Area or Site � �� BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap � � o Sign �� Well ° Small Mine � Foundation 0 Area Outline 0 Cemetery � Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump Existing Transportation Facility Top of Bank � J �s BZ 1 — BZ 2 — TB ��°�,1�I°1� �1� ����1�[ �C���IL��� 1�1��V��1I�� �7�F li���1�I� ��5 CO NVE NTI O NAL PLAN SHEET SYMBOLS RAILROADS.• Standard Gauge �rt csx rRaNSPornnnorv RR Si nal Mile ost �� 9 P wi�.Eaosr s� Switch � swircN RR Abandoned � � � � RR Dismantled ----- RIGHT OF WAY.• Baseline Control Point � Existing Right of Way Marker � Existing Right of Way Line - Proposed Right of Way Line Ry Proposed Right of Way Line with � Iron Pin and Cap Marker Proposed Right of Way Line with �� R _ Concrete or Granite WW Marker �' \J Proposed Control of Access Line with � Concrete CJA Marker Existing Control of Access '.A:�� Proposed Control of Access � Existing Easement Line � Proposed Temporary Construction Easement e Proposed Temporary Drainage Easement TDE Proposed Permanent Drainage Easement PDE Proposed Permanent Drainage / Utility Easement puE Proposed Permanent Utility Easement rue Proposed Temporary Utility Easement rue — Proposed Aerial Utility Easement a,uE Proposed Permanent Easement with Iron Pin and Cap Marker ��% ROADS AND RELATED FEfITURES.• Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail ' _ ' Proposed Guardrail - � � � Existing Cable Guiderail ° ° Proposed Cable Guiderail ° ° ° ° Equality Symbol � Pavement Removal x�'�� I�EGETfITION.• $ingle Tree � Single Shrub � Hedge "�^ ",^"".vv�vwv, Woods Line �"-`�''-`"L'"'-`"L Orchard Vineyard EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Cubert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � �3 � f§ ���zya�� 0 — � coNc ww � coNc Hw ?--------< uCB C? ► • Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole OO Telephone Booth ❑� Telephone Pedestal LTJ Telephone Cell Tower � WG Telephone Cable Hand Hole "H Recorded U/G Telephone Cable � Designated U/G Telephone Cable (S.U.E.*) - - - - -T- - - - Recorded U�G Telephone Conduit �� Designated U/G Telephone Conduit (S.U.E.*) - - -��- - - - Recorded U/G Fiber Optics Cable � F� Designated U/G Fiber Optics Cable (S.U.E.*� - - - -' °�- - - WATER: Water Manhole OO Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line w Designated U/G Water Line (S.U.E.*� - - - -w- - - - Above Ground Water Line ��c wa+�r N: TV Satellite Dish " TV Pedestal ❑O TV Tower � U/G N Cable Hand Hole "H Recorded U/G N Cable �° Designated WG N Cable (S.U.E.*) - - - -��- - - - Recorded U/G Fiber Optic Cable '° �� Designated U/G Fiber Optic Cable (S.U.E.*� ----�� F�- -- GAS: Gas Valve 0 Gas Meter � Recorded U/G Gas Line � Designated U/G Gas Line (S.U.E.*) - - - -°- - - - Above Ground Gas Line — A�G G°5 SANITARY SEWER: Sanitary Sewer Manhole �J Sanitary Sewer Cleanout 0 U/G Sanitary Sewer Line s� Above Ground Sanitary Sewer A�� sa��+�ry sewe� Recorded SS Forced Main Line F�� Designated SS Forced Main Line (S.U.E.*) - - - -�s - - - - MISCELLANEOUS: Utility Pole • Utility Pole with Base ❑ Utility Located Object e� Utility Traffic Signal Box ❑s Utility Unknown U/G Line ��r� U/G Tank; Water, Gas, Oil �—I Underground Storage Tank, Approx. Loc. �� A/G Tank; Water, Gas, Oil � Geoenvironmental Boring � U/G Test Hole (S.U.E.*) p Abandoned According to Utility Records AATUR End of Information E.O.I. I'.. �� 4��� � ���t� - , �� -r PAVEMENT SCHEDULE PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, �� AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. R1 2'-0" DOUBLE FACED CONCRETE BARRIER. PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SC, �2 AT AN AVERAGE RATE OF 168 LBS. PER S�. YD. IN EACH OF TWO LAYERS. R2 2�-6" DOUBLE FACED CONCRETE BARRIER. PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D, C3 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. R3 2'-6° CONCRETE CURB AND GUTTER. PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SD, C4 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. R4 CONCRETE SHOULDER BERM GUTTER. PROP. VAR, ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D, AT AN CS AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN R5 CONCRETE BARRIER WALL LAYERS NOT LESS THAN 1.5° IN DEPTH OR GREATER THAN 2" IN DEPTH. PROP. APPROX. 3.5'� ASPHALT CONCRETE INTERMEDIATE COURSE, R6 CONCRETE BARRIER W/ GLARE SCREEN D1 TYPE I19.00, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. PROP. APPROX. 3.0�� ASPHALT CONCRETE INTERMEDIATE COURSE, R7 SPECIAL CONCRETE SHOULDER BERM GUTTER (SEE DETAIL ON SHEET 2-A). D2 TYPE I19.OD, AT AN AVERAGE RATE OF 342 LBS. PER S�. YD. PROP. VAR. ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OD, AT AN R8 CONCRETE EXPRESSWAY GUTTER D3 AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4.0'� ASPHALT CONCRETE BASE COURSE, TYPE B25.00, T EARTH MATERIAL. AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, U EXISTING PAVEMENT. E2 AT AN AVERAGE RATE OF 627 LBS. PER S�. YD. PROP. APPROX. 9.0" ASPHALT CONCRETE BASE COURSE, TYPE 625.00, V MILL 1.5" DEPTH. (SEE DETAILS ON SHEET NOS. 2-J & 2-K) E3 AT AN AVERAGE RATE OF 513 LBS. PER Sa. YD. IN EACH OF TWO LAYERS. PROP. VAR. ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE Eq RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT W WEDGING. (SEE DETAIL ON SHEET N0. 2-E) LESS THAN 3'� IN DEPTH OR GREATER THAN 5.5" IN DEPTH. PROP. 12.0" CLASS IV SUBGRADE STABILIZATION WITH NOTE: ALL EOP SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN K GEOTEXTILE FABRIC. FDPS = FULL DEPTH PAVED SHOULDER PDPS = PARTIAL DEPTH PAVED SHOULDER PROJECT REFERENCE NO. SHEET NO. �—J ��R% l —JJ�� � ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ���ped�'��NL�i �� ��.1��� DO NOT U56 FOR CONSTRUCTION � N � ORIGINAt GROUND ` - - - - - - - - ORIGINAL GROUND _ _ _ _ _ � _ C�-LI- LT C�-LI- C�-LI- RT lA'SHOULDER ^'0 - 12' 12' 12' 12' 12' 11' � ll' .� 12' � 12' _ 77 � 17 � -�17' Vd%GR) _ - �'-- ^ ` T � LL 12' FOPS � � � � � � � l0' FDPS t I 70' FDPS � � � D2 � O� I D C4 � I C4 � Z O '� GRADE GRA�E Y POINT I I POINT LL 0�_04 � 0.02 I �� 0.02 0.04 � 0`04 ��_�2 ,� 0.� � '�',� ��� § ��� �� CRAIi1TE - R�' r � 14'.SHOULDER � (17' WiGR� 12' FDPS ) 0.� 15" Rl 15" �Z`�I- (K � � GRADE TO THIS LINE TYPICAL SECTION - No. 7 -L- STA. 285+50.00 RT. TO -L- STA. 301+85.68 RT. (BEGIN BRIDGE) -L- STA. 285+50.00 LT. TO -L- STA. 301+86.98 LT. (BEGIN BRIDGE) -L- STA. 303+90.11 (END BRIDGE) RT. TO -L- STA. 324+79.73 RT. (BEGIN BRIDGE) -L- STA. 303+82.46 (END BRIDGE) LT. TO -L- STA. 324+96.37 LT. (BEGIN BRIDGE) -L- STA. 327+28.79 RT. (END BRIDGE) TO -L- STA. 342+90.47 RT. (BEGIN BRIDGE) -L- STA. 327+53.12 LT. (END BRIDGE) TO -L- STA. 342+79.32 LT. (BEGIN BRIDGE) -L- STA. 345+34.97 RT. (END BRIDGE) TO -L- STA. 348+48.74 RT. (BEGIN BRIDGE) -L- STA. 345+23.82 LT. (END BRIDGE) TO -L- STA. 348+37.48 LT. (BEGIN BRIDGE) -L- STA. 349+81.23 RT. (END BRIDGE) TO -L- STA. 356+67.85 RT. (BEGIN BRIDGE) -L- STA. 349+66.95 LT. (END BRIDGE) TO -L- STA. 356+61.48 LT. (BEGIN BRIDGE) -L- STA. 358+30.72 RT. (END BRIDGE) TO -L- STA. 366+74.26 RT. (BEGIN BRIDGE) -L- STA. 358+26.35 LT. (END BRIDGE) TO -L- STA. 366+69.10 LT. (BEGIN BRIDGE) -L- STA. 368+08.66 RT. (END BRIDGE) TO -L- STA. 386+78.50 RT. (BEGIN BRIDGE) -L- STA. 368+08.19 LT. (END BRIDGE) TO -L- STA. 386+92.59 LT. (BEGIN BRIDGE) -L- STA. 388+22.25 RT. (END BRIDGE) TO -L- STA. 417+50.00 RT. -L- STA. 388+32.71 LT. (END BRIDGE) TO -L- STA. 417+50.00 LT. ** ADDITIONAL OUTSIDE LANE ONLY FROM -Ll- STA. 357+00.00 LT. TO -Ll- STA. 444+00.00 LT. � EXIST. � � I � ORIGINAL GROUND - - fX15T. C�-LI- LT CE-LI- CE-LI- RT 14' SHOULDER 12' 12' 12' 12' 12' 72' � 11' II 11' 12' � 12' 12' 12' 26' SHOULDER EXIST. � (17' WiGRI ■ ■ ■ ■ ■ ' ■ � 10' FDPS � (29' W/GR) - � _ . . . 10' FDPS � ' � � � 12' FUTURE - 12' FDPS � � ,� 12' FDPS I, _ ____ TYPICAL SECTION - No. 8 -L- STA. 417 + 50.00 RT. TO -L- STA. 444 + 00.00 RT. -L- STA. 417 + 50.00 LT. TO -L- STA. 444 + 00.00 LT. EXIST. PROJECT REFERENCE NO. SHEET NO. i - �JSC' l �7_J� � -� ROADWAY �ESIGN PAVEMENT DESIGN ENGINEER ENGINEER ����.����,.��� ��,.�r.T� DO NOT USE POR CONSTftUCTION I- � � ORIGINAL GROUND PAVEMENT SCHEDULE C1 1.5" SURFACE COURSE TYPE S9.5C D1 3.5" INTER. COURSE TYPE I19.00 E3 9.0" BASE COURSE TYPE B25.00 R3 2'-6" CONCRETE CURB AND GUTTER R8 CONCRETE EXPRESSWAY GUTTER �2 3.0" SURFACE COURSE TYPE S9.5C p2 3.0" INTER. COURSE TYPE I19.OD E4 VAR. BASE COURSE TYPE B25.00 R4 CONCRETE SHOULDER BERM GUTTER T EARTH MATERIAL C3 1.5" SURFACE COURSE TYPE S9.5D D3 VAR. INTER. COURSE TYPE I19.OD K 12.0" CL IV STAB. W/ GEO. FABRIC R5 CONCRETE BARRIER WALL U EXISTING PAVEMENT C4 3.0° SURFACE COURSE TYPE S9.5D E� 4.0" BASE COURSE TYPE B25.00 R1 2'-0" DOUBLE FACED CONCRETE BARRIER R6 CONCRETE BARRIER W/ GLARE SCREEN V MILL 1.5" DEPTH C5 VAR. SURFACE COURSE TYPE S9.5D E2 5.5" BASE COURSE TYPE 625.00 R2 2'-6" DOUBLE FACED CONCRETE BARRIER R7 SPECIAL CONCRETE SHOULDER W WEDGING BERM GUTTER � N � � ORIGINAL GROUND C� -RAMP- 12' VAR. '� VAR. 12' - 24' 14' (17'* W/GR) 18' 4 -24',�_�. . . 4 4' Z FDPS � � FDPS O J csl ��i � T\ - GRADE, �� l� LL 0�08 0�_02 ��pOINT 0.02 p Q� i O 4:\ � �-`._.�._`T"---1-'�� 6�i GRADE TO THIS LINE TYPICAL SECTION No. 9 -RP7A- STA. 14 + 20.43 TO STA. 22 + 74.91 -RP7C- STA. 16 + 76.71 TO STA. 2 6+ 42.85 -RP9A- STA. 14 + 99.48 TO STA. 26 + 58.70 -RP9ASPUR- STA. 11 +01.35 TO STA. 15 + 32.55 -RP9C- STA. 14+65.51 TO STA. 26+88.29 -RP13A- STA. 13 + 52.23 TO STA. 24 + 41.06 -RP13C- STA. 13 + 86.39 TO STA. 25 + 22.06 NOTE: PAVED SHOULDER WIDTH FOR ALL RAMPS VARIES WHEN TRANSITIONING FROM MAINLINE. ORIGINAL 4_� GROUND ��'�'��M ���,r,UM ORIGINAL 4:�.,-� GROUND 16' 12' 14' -�{Z - 0.� \J� I I 0�_02 C�-LOO P- �, 12, 4 FDP� � C2 I Q02 0.02 Q08 � 6' 10' z � � ORIG`INAL � u S`OpE _ - = O JPR' 6:1 _ / GROUND �qR, 7�T O 6:1 n. 4:/ ORIGINAL GROUND GRADE TO THIS LINE- � TYPICAL SECTION No. 11 -LP9C- STA. 13 + 80.78 TO STA. 19 + 00.00 -LP13 B- STA. 13 + 88.20 TO STA. 20 + 13.17 -LP13C- STA. 12 + 72.81 TO STA. 18 + 99.73 NOTE: PAVED SHOULDER WIDTH FOR ALL RAMPS VARIES WHEN TRANSITIONING FROM MAINLINE. ORIG�NAI GROUND 10' 6' . � Z ORI^INAL � � � _ � �qRS �u _.-�_ 6�=2 � GROUND � 1 .- ... �A . . �� '�`� ���§���., CRAIi1TE - R�' r C� -RAMP- 14' �17 * W/GRI. . VAR. 12' - 24' '� 4' 12' � . .. _ ' '_._ _ '.�._ _ ._ ' Z 4, II 4, O � FDPS � FDPS I C2 i) LL ��� GRADE � T 1 = O p pg 7 0.02 POIIJT �� 0.02 0.08 �-� PROJECT REFERENCE NO. SHEET NO. i - ��J_SC' l �7_J�l �-G ROADWAY �ESIGN PAVEMENT DESIGN ENGINEER ENGINEER ����.������� ��.��� DO NOT USE FO COhSTRUt`TION 4:1 �--`R�GINAL GROUND ,`SEi � GRADE TO THIS LINE b ti>sO TYPICAL SECTION No.10 JP�� oRi^i"A�_� -RP7B- STA.14+23.89 TO STA. 25+28.22 �Ro�No -RP7D- STA. 14+19.52 TO STA. 27+17.15 -RP7DSPU R- STA. 10 + 00.00 TO STA. 15 + 09.51 -RP9B- STA. 14 + 02.91 TO STA. 24 + 82.97 -RP9BSPUR- STA. 10+00.00 TO STA. 21 +93.75 -RP9 D- STA. 14 + 98.72 TO STA. 2 6+ 54.00 -RP13B- STA. 14+26.13 TO STA. 24+29.14 ORIGINAL GROUND ORIGINAL GROUND NOTE: PAVED SHOULDER WIDTH FOR ALL RAMPS VARIES WHEN TRANSITIONING FROM MAINLINE. * TOTAL SHOULDER WIDTH REDUCED TO 15' IN ORDER TO AVOID SLIVER FILLS. SEE PLANS FOR LOCATIONS. 74' - 2' 0.� C�-LOOP- VAR.12'-14' '�VAR.7'- 14' 12' 4' FDP� � ' l�z Dl� GR.4DE I 0.02I POINT I 0.02 0_02 0.08 4:1 ORi`GINAL GROUND GRADE TO TFIIS LME � TYPICAL SECTION No. 11A -LP7B- STA. 12 + 24.25 TO STA. 17 + 45.18 -LP7D- STA. 13 + 62.30 TO STA. 21 + 70.48 NOTE: PAVED SHOULDER WIDTH FOR ALL RAMPS VARIES WHEN TRANSITIONING FROM MAINLINE. PAVEMENT SCHEDULE C1 1.5" SURFACE COURSE TYPE S9.5C D1 3.5" INTER. COURSE TYPE I19.00 E3 9.0" BASE COURSE TYPE B25.00 R3 2'-6" CONCRETE CURB AND GUTTER R8 CONCRETE EXPRESSWAY GUTTER �2 3.0" SURFACE COURSE TYPE S9.5C p2 3.0" INTER. COURSE TYPE I19.OD E4 VAR. BASE COURSE TYPE B25.00 R4 CONCRETE SHOULDER BERM GUTTER T EARTH MATERIAL C3 1.5" SURFACE COURSE TYPE S9.5D D3 VAR. INTER. COURSE TYPE I19.OD K 12.0" CL IV STAB. W/ GEO. FABRIC R5 CONCRETE BARRIER WALL U EXISTING PAVEMENT C4 3.0° SURFACE COURSE TYPE S9.5D E� 4.0" BASE COURSE TYPE B25.00 R1 2'-0" DOUBLE FACED CONCRETE BARRIER R6 CONCRETE BARRIER W/ GLARE SCREEN V MILL 1.5" DEPTH C5 VAR. SURFACE COURSE TYPE S9.5D E2 5.5" BASE COURSE TYPE 625.00 R2 2'-6" DOUBLE FACED CONCRETE BARRIER R7 SPECIAL CONCRETE SHOULDER W WEDGING BERM GUTTER VAR. FDPS 3' � �� � , o.oa � - — ; � AR /SFP 15"� I '���5/ E$ I � — � ORIGINAL K 12 I GROUND Detail Showing Paved Shoulder in Relation to Guardrail - Mainline VAR. FDPS 2'-4" 3' C4��R � � o.oz P� �AR �SFF 15,. �'y��,y./ D2 6„ � E3 --- ORIGINAL K GROUND 12„ Detail Showing Paved Shoulder in Relation to Shoulder Berm Gutter - Mainline 4 (ea �C4 �� E3 �SCS� 61 �SEE . . � 15„ J P� : :' ; ORIGINAL � \ // GROUND �/ // GRADE TO THIS LINE y �( I'.. �� 4��� � ���t� - , �� -r 12' L4NE 4' FDPS VAR. PDPS 3' ��� p� C� � o.oz �! / ��q � � � � � /Sp tz"� 5.5" �XSCS/ � EZ El T — — — _ ORIGINAL �- GROUND Detail Showing Expressway Gutter on Top of Subgrade - Mainline -Ll- STA. 372 + 75 TO STA. 376 + 00 LT. -Ll- STA. 368 + 34 TO STA. 385 + 13 RT. Detail Showing Paved Shoulder in Relation to Guardrail - Ramps & Loops C� -RP7D- PROJECT REFERENCE NO. SHEET NO. 1-53�8/1-53U ;%��H ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ]�1E81E;II.][NIiIINr�ffg�Y" ]�]LA�N� DO NOT USE FOR CONSTRUCTION C�-LP7D- Detail Showing Median Barrier With Glare Screen Between -RP7D- and -LP7D- -RP7D- STA. 22+28.39 TO STA.26+29.81 PAVEMENT SCHEDULE C1 1.5" SURFACE COURSE TYPE S9.5C D1 3.5" INTER. COURSE TYPE I19.00 E3 9.0" BASE COURSE TYPE 625.00 R3 2'-6" CONCRETE CURB AND GUTTER R8 CONCRETE EXPRESSWAY GUTTER �2 3.0'� SURFACE COURSE TYPE S9.5C p2 3.0" INTER. COURSE TYPE I19.OD Eq VAR. BASE COURSE TYPE B25.00 R4 CONCRETE SHOULDER BERM GUTTER T EARTH MATERIAL C3 1.5" SURFACE COURSE TYPE S9.5D D3 VAR. INTER. COURSE TYPE I19.OD K 12.0° CL IV STAB. W/ GEO. FABRIC R5 CONCRETE BARRIER WALL U EXISTING PAVEMENT C4 3.0" SURFACE COURSE TYPE S9.5D E1 4.0" BASE COURSE TYPE B25.00 R1 2'-0" DOUBLE FACED CONCRETE BARRIER R6 CONCRETE BARRIER W/ GLARE SCREEN � MILL 1.5" DEPTH C5 VAR. SURFACE COURSE TYPE S9.5D E2 5.5" BASE COURSE TYPE B25.00 R2 2'-6" DOUBLE FACED CONCRETE BARRIER R7 SPECIAL CONCRETE SHOULDER BERM GUTTER W WEDGING T 0 z 0 N i � � - ,s' / � �� � ��s_� o -RP7A- SC Sto. 12t00.00 �� s� �� � , '��� is ����, -Ll- ST Sta.3/4+2273 `� r� VA � � _ - �s � � V� � 7 ��,. ., �. �a s�_ . �s��-�� �s� � � � � L �- --�i N� �5 � � � —i 6 ��\��� �� �� � � � � I I .,, I I S�i� � I ��\\ ��\ � \ � �� �\�� ���� = —'_____ �_--_____—'- -__ ���—�_� — G' / � --�------ �� �� �; II Ilm II� II� II - �� ~ o � "' ____ �--n — � II V' ° all ��I mll I 1--- �� z5.3J�— �� NV 0 T=253.08' � _— _ v � N —�m ,, I O O L � _ �—_---_ - — -- �--,=..T—=�--r--r TI5' CMPi — — _ __� 59, _----_ :JP=2�&��--- = o in�iv ou"�Tr--'zs..00� 0 0 —�— � _ — ---. �w�--.7'—' _- — — — o a _--� � � _ —z i � / ��I11�Nv=24, Z � 8 . � I�'` �� 4��'V � — +�F�Ar11TE R.Ss� -� lol -U- POT Sto.3/6+20.00 = �T Sta. 10+00.00 �59.00' LTJ Ka - - - - - ----- ______- ____ ' ___________________________ I490 VARIBLE W�OTH BST «— i ~ _— —.--_—_---_.—`� _-- _ --_ IV I I V J1�1 �—_--_ T----r _ — ---- — _ __--__— �� __ _— N — — O — ��— � — � �y 0 �. �� — �► � _______� ____ � o o �► ___ o _ ---- II ��� ,/%�� %%� � o � � Io� ,j � , , , ' ��c�5� T / ,-i 15" GMP� � — ll�V �251 // — �� WV, — �NV �N'245 � / zaa.aa-_=_ \\irovo�r46z9, //,, j/ �� 7 6 \\ zds�r� /�-�j/it �� 0 �/� � -RP7D- CS Sto. 16+89.56 /'`' g 'm\\ / ,- j/ i' s � /0 9 / / �� �f / % //`' �� � / � j / j ! � � ��� � A� -RP7D- SC Sto. l2+OtJ.00 � � // -- // � �� � i/,,- //y� O , ' /� \\ i�s _ � �� °FR_ / RAMP GORE DETAIL FOR -RP7A- AND -RP7D- AT -Ll- ' `�r ���� � � � � q 3 2 % � � / 5 � \\ / i j� / / -Ll- POT Sta.3/b�+47.00 = � -RP7D- TS Sta. /0+00.00 15�.00' RTJ � y / � PROJECT REFERENCE NO. SHEET NO. � ��.) _`'�i / `=i� �� —r1% RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]f�lE8lGb,dA'gIINt�1II8�Y' II�][,n�N� DO NOT USE FOR CONSTR[1CTiON T 0 Z � � o \+ ro N =---�—T—�— . — � -��- rvi �ro.z ST LSt OOOOI +a 0 ti(,� � o � _ INV=238.01' INV=238.I0' � "�;- ?,",�i` ��T—��— ��_ � � �, � � i�1 ►� PROJECT REFERENCE NO. SHEET NO. � JJ_`ui � -�'�� �-�iN RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]�lFg]+L'Il,IIM[IINt�ffg�'' ][�][,.�NS DO NOT USE FOR CONSTRUCTION / �s i� �� /% � � o � v' � c "r--�: � o + �/ s �� �c, � �� / � � �j � N / � � j /% f. ����, , 3 � / � ,3 -RP78- SC Sta. 12+50.00 �/ v� � O%�� � ,j LTJ ,� �.�� � �� � � ���-,r <� j/ �% �� } ,,� s� � �� -U- TS Sto.290+46.17 �� � j� � �� �" ��� � r� y� " � � � g �o � r.,�`; y �// `,�- � /j �� � "iw . �� � 8 � S `�i' � � /%��it j � �, / � � 4 � y �/ %� ����� �,. i� V j /%%/ /%Sti} I 1 , ._�`""_ -' � � —jj� / % .,f",.,�_ ,�"'' ,—'' / --�� // i � f,�^�� -L- ta.295+26.17 ° �-� � �� � � � INV=251.' � - ` ��,rz. -wv=z39.s�, . � - � � � --%j � � i � c� w.,-�.� - � �� _ , � i� �� ���� ��:��-. �. . � �.- _ s— — - � Rai� '"' — -- � �� �_� II ��— — — -- — — -- -- wv=zss.es�% __— �_ -- _ __ � ��� // �� _--� —� — � —� — � N — --- — -------- _-- u' �— � --- � "' ----- � �— __� « �: . — — J' — ----- -- �ar � ,�, ,� � �„ < — ----�tl-330-TL=3_ .. . . ��� ---.. . __ `� —� —� GU4R�4AI'_T �`�'� ���� ,.��` �V r�V ���"r � �� � \f . INV=239.05' \ a W Mo� I �� INV 239.89 \ . I � � _ �15 . .. � � x—X X _ ��U�^�i. . 2 3 � �n � " ��_ ___'_ ___� � - .. 4 g �,i 6 .. ._ INv-241.15 � ___' ____ `^� ,.. 8 �� _ _ _ ,�,. . . . . . . . . . . . . —r"u"irv,u,�-� -��"—�-�--�_, ____ _____ __ � � y ' � �' �� �' �-�'�s^is�"LMn_t^tJ'^ti i� ..�,-� \ ___ �� \\ 4 \ � �� � -Ll- POi Sta.287+90.00 = �V �� � �� ��7�-:,� � -RP7C- PC Sta. 1Of00.00 159.00' RTJ ��I �� � RAMP GORE DET AlL FOR -RP7B - AND -RP7C - AT -Ll- � � � w �ti� �� � � X ��X�—x X—� � �� lI l2 � l3 N Z � N i � �� 'a°s� �`'— — IS^ CMP � INV=zSG,ia- �� `�^�.4�� �J ) �� ��1 �� U�� � ��\\ ��� OGRqu �- 350 T� � 4:,> � � _.-r`� � �w� �:J �� ��, �, � �� �`_'� , Z � � � � .�_ �, '... ��� \ RAMP �ORE DETAIL FOR -LP7B- AND -LP7D- AT -Ll- 8 � I�'` �� 4��'V ��I — 'N +�FZAr11TE R.Ss� �� - � � � Q Z PROJECT REFERENCE NO. SHEET NO. � � ��.�u% ; "i i�� -,Q� RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]f�lE8lGb,dA'gIINt�1IIS�Y' II�][.n�N� DO NOT USE FOR CONSTR[1CTiON '< "' -`� " ��. � r� �.\ �'-^'�,�,L,,��� � �L >\ � �L I �� � � I � \ L GU . \I \ \ � �� �w �\ �\� �. � � V � T� �'-`'�4irti;.ir�.,�-ti �-,, \� �` � �� � � �` � L'_-: �`= � Ms'�r��� �— _ � � � -�i.�. �__—_' _—_ � � � T 0 � N Z � N i � 8 �} I I�'` �� 4��'V � - +�F�Ar11TE R.Ss� -� PROJECT REFERENCE NO. SHEET NO. � ��aaii � i�� �-A�� RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]f��81Gb,dA'gII�v IIB�Y' II�][.n�N� DO NOT USE FO CONSTR[1CTiON RAMP �ORE DET AlL FOR -RP9A- AND -RP9D- AT -Ll- AND -RP9A- AT -RP9ASPUR- � c � � m N Z � N i � PROJECT REFERENCE NO. SHEET NO. . � �- J_`,;7�%,�_ <)✓/� ��-�,�`� ^ ,//y'y,, � � y y ///��� - ILW SHEET NO. O . �� ,. /f /' � ,.� ROADNGIN DRSIGN ENGINEERS N "�' � � H �z GRAI''�I�3E RJ�"►S� � �-� �t��b;�.n�ta�v �x� ��,.��v� DO NOT I�SF. FO CONSTRVCTION � Q Z ,.,��� � i RAMP GORE DET AlL FOR —RP9B— AND —RP9C— AT —Ll— AND —RP9B— AT —RP9BSPUR— N Z � N i � � c � � m � �' 6' a�-zo � II — � II II _ II �, / —�=�— �� i� '% --�� II � � ��� �� II � �� � ���� �I � ��G� �� ��� I� �; � �� =� �� � � � �� = ri�� ��� � �_iN�.-z,,.o3� �� �V ��� iNv=zss.so�\ � � � � � �� ��� �� �� �� �\ � �_ '��5"CMP \\� \� �I =__—=_ � � � �N� �35.zE - _____ � � I- �4�� �� � . �� `��� II � �� � �� \� o � � xo �� �,�, V \� �° `� � `� `\�� �\\\ �� \ \� \\\\ � --��� 0 ,, ���� `� � ` �A\ � � r \V ` ���� _� � �o A� _ �\\ 9oq � ---e� � � � \\ A' ����,. ��� \\ \`�Oa�q ���� ✓ V�� F"O � � ��o �II ��"O � �\ ��� n �� \� , , l'cy�, � \�\ � s�\ \ � cMp� \ \\ ��� VA RAMP �ORE DET AlL FOR —LP9C— AT —U— AND —LP9C— AT —Y9— GRA1�13'E R� �_. PROJECT REFERENCE NO. SHEET NO. � � �i.J%u� ; � JJ�l �-,UL ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ][�ff8b;]LRI�1[IIN 1E3�Y Il�II,t1�N5 DO NOT I�SF. FO CONSTRVCTION � c � � m N Z � � � � Q �� ��� �� �- ., - � � V� �oAA ��� -RPl3A- CS Sto. l6-� � � �� � � �r \ � \\�� ���i� o � � �.� � !� x � �- � --� ----_ --L-�_i -- � � �� `vv �`,; . // � � �\ // �V���\ // ������ �, � \ � �� �, � oii ��� �s�� �� �\ � � m�� � � �Mp � \ ryI�I ���� �� II \� �\�� \ � �� � \ � �\ �-� � _ � _— -_ _ _ _--_-- � � --L-_, —_ _� _�-- —_ f fl � o \ �6. W \ � _ � op �� �v � � � � \� \\�� \� � �� \ e+,snN R,w \� �� � \ � � ��� � fl � � � - � —T� __ --�— ---__� — '� f'4/ �:.��Li':: GRA1�13'E R� �_. PROJECT REFERENCE NO. SHEET NO. �- 5�i;7�i,�.. <)_.''l� �-,��,/1� ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ][�ff8b;]LRI�1[IIN,S\1E3�Y Il�II,t1�N5 DO NOT I�SF. FOR CONSTRVCTION w����, ��� ,� �� ��j \, � � ��� ��� � '� � � � 3A- sc sto. i3+oo.00��� ��� ����� ��x� L -RPI3A- TS Sta. 11+20.00\� F � � ��� �����x� i �� ��� � � ��� ��� � , \ \ �., � � ,\\ � �, � w J�, _ �� � RiW MON � T'i `\ 5 � w 4✓�_"»� - - � PRoaoSEp � \ � � �,'r�j \ � �, � � � � I -- 2 � � � '�OT� 'OOr '��,- . ��� � \ M o �� � ` � � � o � �► = o �� � �_ f_ ��� � � �� ------------------- �— � ���� � �, _ za°ecP -_----�—____---_ _'-------------------------- °a �=►- � ��► _ � ��o �x.,rog���� � --_�, . l / OQo �8 ��� � \� �qT s'�� �,, 3•3j,LCTj R,w Ma� � � � � � � ���� ^'��4 � ��� � �- ��� `� '� ��- �� z �- �= — =—� _��--_ � T - _ ' \\�� "y� ����� i'R�Ra�� � N�'z,,. - �__ ��\�� "'��� _ �� � // � �_ \ �, v/a RAMP GORE DET AlL FOR -RPl3A- AT -Ll- z O � O + O� � -LI- rVl JIU.4VJT:JU.VV -RPl3B- POT Sta.10+00.00 �7/.00'LTI / 3 i� �� � / / �� � / i � i :! � / � / / �� � ��� / j��� � ��/� /�/ � � / / /� � y/� � / � /Y�/ � /� \��� �/ /� � / / / v �� / /i-� /� � � �/�f zi. 3 / i / � / y� / / iy / � / i� /� � / � i J � /� / % // �/� /��� � ��� -�i� o / �j j � i � � � /� / Y� / % / ' / � � % /�j /f ��j� , j i% / i� %���� � �-'� %j�� /�f �� -'� /% �i �J .-� ♦ / / �/�/ , �,i � 2z i� / //�/ /�j /�j� �'� �� / ,-'�/ % � ' / ,-' / .-' / I 0 + � 0 -RPl3B- TS Sto. 11+50.00 REMOVE EX/ST.� GUARDRAIL 3 Z � %� /y�y / -%/_��,5''�� �� /_ % -RPI3B- SC Sto. 14+50.00 -Rf 0 � /��� e // /� 7 / / � � '� � / // , , j --' s i � " � o �v� j j i ��� ��— �,;� , , i � ' � � �" o ' '- o � �, i i 8 . � I�'` �� 4��'V � — +�F�Ar11TE R.Ss� -� PROJECT REFERENCE NO. SHEET NO. �- ��'��%� .t�_i�� �-��iN RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]f��81Gb,dA'gII�v IIB�Y' II�][.n�N� DO NOT USE FO CONSTR[1CTiON �////// � ii�� ii i /i ///// j/ /, � ///% -Ll- SC Sto.410+25.68 i � // // �� -Ll- CS Sto.407+85.68 --- ���— _�_— �- � � � �— — — r — — �� � r- _ � � � i � _1 � o i �y _ � � �� _ i ���� L� T �� ��� _ o � T%'�� i�= �i� � ���� ������� � j - � �i i � �. —� ��� � �iii �� Y � � - � _�� / -,y � y���� i � � � �/i � �� � �� �i����� / � � ����� �� _ i � � �� � / / � K / INV IN=228.25' �'� � o II iiNv iN=zze.ae� Nv our=22e.aa� � � i � II , � � � � 0 � '— -_____________________ � ---- - –� `�4 ______'_� __ �__o m 30'RCP � _ J o- n � _- o �_ _ / �� / — —=� T ----== =— ' _ � INV I� // NV C N// =` �� _�_ --_�--- \ i—� 9 — ��� � // � 7 �� 8 // � � � // �� �\� ��_ r ��-��—E,�===_____—_— za°RCP _� � //o � � �� —_—_----_ �_ /j� � �� � j q �� INV iN=230.00' NV 011T-229.60' 3 �Nv iN=zz��.a5' iNv oui-?z'r.7S' 2 O O � \-RPl3C- PCC Sto. I0+37.93 -RPl3C- CS Sto. 16+83.65 -LI- POC Sto.402+35.00 = -RPI3C- PC Sta. I0+00.00 (59.00' RTJ RAMP GORE DET AlL FOR -RPl3B- AND -RPl3C- AT -Ll- \�\ � � \�_ \� /// � � �� \ \\ "�' \�� \� ii �� //s //,� NV IN=231.�8' ��"' IINV OUT=231.38' �N�-=z,6.99, z 0 w � CB TOP=242.35' �� 9 INV IN=7.36.3$' V� 9q Aaaeox �ocAnoN iNv oul=zzi.a: oF euNo �a � DEPTH IJNKNOWN ��\ 24" ftGP - � DI_ ---- TOP-229.54' INV OIJT=225.13' �/ / �� ��� �v � � �, VA �'� �� -Ll- SC Sto.4/0+25.68 �� \\ \� V\ — � 35-68--- ---____ _ �� -LP138- SC Sta. I4+00.00 -LPl3B- TS Sta. 12+00.00 \�\\ y ��� � � 8 \� � � I 6 '� � � � � o_, _ - �-, -- —s�_ - �� � � � ��T�-i � �-�- � L= - :�;�� r,K _ � - Q _ �440 ���a� W,oTH esr — ----- �i--- — ---aa---- II --- ---- �� II -� ��� \\n �� � \\A �� �\� INV IN=225.73' II �� �N� �N-zzs.,� -� �� �N� o�T_zzs.4� �� i iNv iN=zzz.as iar��A� G� , iNv 'i"ni=zzz:za� i3o°i \\ i„� e \ iNv ourzzi.ae��sa^i �A i3o i� i _____--- az��RCP �� `� _ 3o�RCP—====____�� ________�`�` '`� // �� � �� INV IN=223.66' \\ INV O11T=223.63' �� \\ ��/ �� \\ o �� //�,�o� ��� �� ��� �\\ \\ �A A�� � �„ �\ �� � — � —� �i " % � i �,- ,s,�N i, „ �� //�/4��a��� iNv N ��i.ae � � v/ � `\ cas � I c / . 6 /���/ / I �IMAkKER I � �, /� � I � /� iNv ouT=zza.3s� � 11 � � j� /� ��e � �� �i io � � / �a � IA � / 1 1 ` 4 Cp /� / I1 I11 \ � I I ` • / ��%�� � ���� '� �� I �� �'// /I �N� �N=zz �sLPl3C— SC Sto. 12+56.l4�� `"I I I � �, ���� ���T=�_ . u � � �� ��� � � i ii m�i �� � �VA -�Pi3e- sT sra. ia+6z.6� i� z', � � ��� ��� �� -LPl3C- CS Sto. /5+62.68�� I� '�� � � � \11 v� � ''' ', �� I \ \\ � u �\ � \� \ ' 11 I� I, � � � \ i�li � i �� , �,�, � ��� q . ,� � �� — ��`-- Fo � \. �� \\ `�__-F'-il�� M4RK�H� / � �' RAMP GORE DET AlL FOR -LPl3B- AND -LPl3C- AT -Ll- 8 . � I�'` �� 4��'V � - +�F�Ar11TE R.Ss� -� -Ll- POC Sta.4/7+50.00 = - POT Sta. 10+00.00 (7I.00' LTJ PROJECT REFERENCE NO. SHEET NO. �_ � iJ_tih/ � .c.�_S�� -rliJ RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]f��81Gb,dA'gII�v IIB�Y' II�][.n�N� DO NOT USE FO CONSTR[1CTiON A INV=23�.48' II INV-230.63'IIM II- -�j-___- _--_-J, -__ r�—r� --- �II------- --- ---------- ----- - ---------------- — — t-!,iJ� � � lil �� I II I� I �i,°'-I �i � ,� \ r i � r ���i � �1. 11 � II I Ifi �1 __=_ __ --_ —_ —�-_ — II -- �__- INV IN=226.27' -LI- POC Sto.417+32.32 = iNv ouT=zza.vs -Y13- POT Sto. /6+35.76 -Ll- POT Sfa.4/7+00.00 = �`� -LPl3C- PC Sto.10+00.00 (59.00'RTJ 1� 1� FI CS Sto. 10+56.8/ _-- ,--'�� 20+00 / , �� _ . .._� -�� ,� . .. -, � , . r i �aYsF�'s'�e.n � YK k si�n����� . x �b�'�g'����01� x�E�'...i�'c`��ryE�i ��, . x��o* i�°'Ekro y Y� } i � '��`�i � � � � ; 1 s � ` v *�. , ``�`. � ,. x . r . a � �e��4� ����� �5/. g� Y9— STA� � 5+ 50.00 MATCHLINE SHEET 2— . I � I I I.lo? a� E.��,s�of�`�` `°;������ � -RPti'- PC S�o.25«39] GRADII�G GORE AREAS 40 � �#44 GR141'tiTE RSd1� Kimley»>Horn FOR FILLII�G OF I11t HAMM011tD ROAD OEfAILS F SPECIAL OIiCH GRA�ES A OCIATED W H N GRA�ING AREA. DITCHES AkE TYPICAL AND i0 BE CONSTRUCTE� ACCOR�ING TO GRAOING PIAN I 6- 1R7 -_ mo�i = I.o F�i � RyP9&R�Li� FRO TA 12r90R TO 6TA. 14+50 -RP9A6PUf � T� a �an FaoM s.A. ,v . so .o s.A. �z � o, rv°"i n N � � N,�1 AN� � A�g�86 4 P� 4 10 8M 1988 -iy- rvi JIO.IV�bU.6U —RP9BSPUR— POT Sto. 22+69.46 �88.03' RTJ —RP9BSPUR— PT Sta.2/+97.95 \\ \ \ \'s \ASScc A��° 44�5 � \o\� 00 �g aga P�,4,o � ��o, BM a � e2\ � � � � � � � �i \ �6, W � � �o ,,a. CIT� �F vG`34;H r �gM3 95B P� 1410 �M �98 � �t� � ��E �� END CONSTRUCTION �(�P9BS�UR— Stae2/�F93e75 END RP9E I� , na R`EDTP I / f.� OO{ e�61�9PG 41 / r i � �X �� /�� _ I; = y�B . �E INTO E%IST C&G —,� �P R�STA 21+94 - '� „ y��LBOWS, ._i � D;tR LUG � � �M1�IEQ�RS �5 , � a3�y� } 4301� •.' � ,, ti � CLASS B RIP RdP EST 2 TONS , L F`� EST 7 SY GEQ� \ � �� 4' �/% 5,,- ;; ��%, I 'jh � II� �I �� ��, �� �I I �I II � � �i� II II �I � i�� II I �i �' � I I �� ��, � �� I � I� �� � � ��I � I� �I � � I I i II I I I �i� � ii ti I I II I -I^o I I I I I ol� I II I II � i � � �� �� � � I� I I I� II � io i II � �� I �o! � � ��o �, �, I i � = I / �I II II II � I� i�I �I � � i� � �� �I ��� I� �� � � I� �I � � �i I � RETAVN �XIST I MUlTI'-6.�tREL � I I RCBC �,W/� � GREEN�WA�Y BARREL I / � I /�� N 5� I. Y I ���/ , -�� II II .� s�� � � � � '' ��— �� ti� `� I , �'4,/�� /��� , ��- � � s � �� °�' � ��'� � f� �FL� � � �I / I � SPECIP.L CUT DIT H J a ��/ % �,S'EEDETAILE �� ��I� � � � �� �� � � � � ,� � � � �-SPECIAL CUT Df114H I / � SEE DETAIL E � .B� I �/'// / `� � i I ' i � I � ,,,' �� ��' i � 1 I I I i r %% A � � � • IIIIIIIII uuuui uuuui �� ��"' iiiiiiiii - - � IIIIIIIII +GRA�IITE RSs��� �� Kimley>>> Horn PROJECT REFERENCE NO. SHEET NO. ,' S i_;�ii 53/l �—C3/ ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ][�ff8b;]LRI�1[IIN.S\1E3�Y Il�II,t1�N5 DO NOT USE FOR CONSTRUCTION GRADI11tG FOR FILLI11tG OF GORE AREAS I11t HAMM011tD ROAD \a DETAILS FOR REFERENCE ONLY. NO SPECIAL DITCH GRADES ASSOCIATED WITH DITCHES IN GRADING AREA. \ DITCHES ARE NPICAL AND TO BE CONSTRUQED ACCORDING TO GRADING PLAN DETAIL E -Y9- POT SfO.�OfOO.00 � TVPICAL CUT DITCH � �� II \ I Hoi io s�aie� \ � o�c � b:� �g Slope / Fjo� � o p F��� � �q �] arf. IO �\oo -YJ- --' Min. D= 1.5 Ft. I \FROM S7A.11+50 TO STA.17+60 -Y9- �RT) i � FROM STA.15+40 TO STA. 20+75 -RP985PUR- (RT) —Y9— POT Sto.11+00.00� � ST Sta. 30+97.95 �57.00' LTJ , / � � ��. M�ATCHLINE SHEET 2—BH � �\ SBG —Y9— TS A.15 + 50.00 \ G���� � / � y� � �� / � ��e, � � � R � 30� � / / \ /RP9A— CS Sto.28+97.9� � \ � � \ I �� \ `'m � No coNsrRucrioN \ m—R 9A POC Sto.26 F58e70 \ � � \ m \15+00 —Y9— \ 'N \\A n \ �m � ��� Tem�aQrary Median iD�ck Drain Summary {tc� be filled af�er �onnpletion af ��T� S. Sta�te Stre�et �East Bvund Mediar�� L7eck Drai n Stati�n A�ignm�nt Locatic�n size �FT} �$6+94 -L1- CL a.� 3s�+oa -u- �� a,� 3$7+p6 -L1- CL [}.5 �$�tl� -�Z- �� �}.� �$7+�� - ��- C � Q. rJ 3$7+24 -L1- C� (}.5 ��S I�t$� - �Z- � � Q..�7 387+95 -L1- C!� a.5 �ss+o� -u- c� a.5 �$8+07 -L1- CL (}.5 3$�-+-13 -L1- CL 4.5 3$8+19 -L1- CL �.5 Deck Drains Re�uired c�n Bridge = 12 Pipe or Ditch OUtle1 A L Square Prefoi Scour Hole (F (Rip Rop in basin not shown for clari DETAIL G PREFORMED SCOUR HOLE *NOT TO SCALE PLAN VIEW DETAIL A SPECIAL CUT DITCH whiINGE ( Not to Scale) / � L 9 QTe� � o� � Front F A�� b/,�e� Difch �p °r �Q�a Slope Natural 4.0' � � ��ou�d 6.0' Min. D= 1.0 Ft. FROM STA. 376+50 TO STA. 378+00 -Ll- (LT) FROM STA.397+00 TO STA.401+50 -Ll- (RT) FROM STA.401+50 TO STA.404+00 -Ll- (RT) FROM STA. 405+50 -L7- TO STA. 15+70 -RP13C- (RT) FROM STA. 15+70 TO STA. 20+40 -RP73C- (RT) FROM STA. 407+50 -Ll- TO STA. 17+60 -RP13B- (LT) FROM STA.21+10 TO STA.23+60 -RP13B- (LT) FROM STA.420+00 TO STA. 422+50 -Ll- (LT) FROM STA. 423+50 TO STA. 427+00 -Ll- (RT) FROM STA.428+50 TO STA. 432+00 -Ll- (LT) FROM STA.441+00 TO STA.444+00 -Ll- (LT) FROM STA.441+50 TO STA.443+00 -Ll- (RT) DETAIL D MEDIAN V DITCH ( Noi to Scale) sha�id�� � ��sho�iaa� Poin� � 4 � � Point �� Fjh�/\ot < Min. D= 1.5 Ff. SECTION A-A ,c��� PIPE (d = 15" OR 18") 5���°�c - D PSRM �� INFLOW � - � � NATURAL � �`�� - � GROUND LINER: CLASS B RIPRAP �� 6� �� � � WITH GEOTEXTILE �N. 1' TUCK STA. 285+25 -Ll- (RT) STA.23+88 -RP7C- (RT) STA. 13+90 -RP7D- (LT) STA. 24+55 -RP9C- (LT) STA. 15+25 -RP9B- (LT) STA. 15+90 -RP9B- (LT) STA.14+70 -RP9BSPUR- (LT) STA.23+70 -RP9A- (RT) STA.391+83 -Ll- (LT) STA. 440+33 -Ll- (LT) FROM STA.290+50 TO STA.291+98 -Ll- (LT) CVCL HIVV I'LVJI'1 TURAL GROUND 18„ B = 4.5 D= 1.5 W = 4.0 3�08 Kimley>>> Horn DETAIL B SPECIAL LATERAL 'V' DITCH ( Not to Scale) Naturul � 1 �� � � Fill Ground ��4'7 �\p�'�e Slope O}ferr D / 1 Min. D= 1.0 Ft. FROM STA. 15+45 TO STA. 17+45 -RP7D- (RT) FROM STA.21+90 TO STA.20+60 -RP7A- (LT) FROM STA. 15+80 TO STA. 20+20 -RP7B- (RT) FROM STA.22+80 TO STA.21+49 -RP7B- (RT) FROM STA. 12+41 TO STA. 12+91 -LP7B- (LT) FROM STA.414+50 TO STA. 415+00 -Ll- (LT) FROM STA. 15+60 TO STA. 17+10 -RP136- (RT) FROM STA. 15+00 TO STA.16+90 -RP13C- (LT) DETAIL E SPECIAL CUT DITCH Natural ( Nof to Scale) � Grovnd � Front � or Ditch �- b'� te� sloPe _� ��p� F/ohe � D Min. D= 1.5 Ft. FROM STA. 20+95 TO STA. 20+45 -RP7D- (RT) DETAIL H CULVERT PRESERVATION Fxrsrrzoom�or_��� SNAP-TITE HDPE SLIP LINWG METHOD � \ Nil•.s5 Y.vnp `� arorxarea�en�rn 3a+i- \ I�a Be Deferm�red \ exrsr�r,a P�ce \\--_ / ___________ ___ ���_ -�EXiSii�g $nap-7'Ife � p�,ycfer Work �mpervlous Olke Ground ar� u�� ar�o a� Naad�e �avi censiry Flowoble F1/I W/fh Speclal5illling Bas,� Ex_,R�dwoY ^ SPRAY LINER METHOD � \ � � worr: areo �� n ia +i- ar�ss P� v 7o Be Defermired � Eslsting P/pe ---- � -- � sar�y uirer � ' ` -- � -- ...--------`--J �Exisring Impervlous Dlke \ Impervlaus Dlke �raund (ps neededl ` Dewater Work aao ws Ne�den Wlth SoecIa15111/Ing Basin CURED IN PLACE PIPE LINER (BALLOON METHOD) ->a � Sp y' r Mef/p0 aGoie expecf `or: All wnno water musl Ce dis{e�sed a(fsl�z - Plpe uner mustGo Installed pw manlAao'urer� s,�wclfrcarrons - cornrooror rs ro remove o�l consrrucirnn wosre orouM prLre P�dre pr/,e ra am�a co.w rn ,reNrce SPRAY LINER METHOD STA.334+42 -Ll- STA. 32 + 05 -Y9- STA.396+10 -Ll- G�ITE DETAIL C TOE PROTECTION ( Nof to Scale) �e� F�o � 1 � < \oee 'L' �\S Nafural Ground d � PSRM d= 7.0 Ft. Type of Liner= PSRM FROM STA. 14+67 TO STA. 15+10 -LP9C- (RT) FROM STA. 25+15 TO STA. 27+60 -Y9- (LT) FROM STA. 346+00 TO STA. 347+40 -Ll- (LT) FROM STA.346+58 TO STA.348+62 -Ll- (RT) Srap-ilte HPDE Sllp /Jning PROJECT REFERENCE NO. SHEET NO. �-J � �R% l -JJ�� � � .�-,� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IlD][8�fe1[��'IIdNF�dB� 1Pd.AIV� DO NOT USE FOk CONSTRUCTION DETAIL I STANDARD 'V' DITCH ( Not to Scale) NaWrol � Natural Ground y� �.� Ground D Min. D= 1.0 Ft. FROM STA.294+75 TO STA. 294+84 -Ll- (LT) - lnstollslltfence.speGol�dimentcoritrolfe�cs.aM olloihzr aroslon cmtroldevlces ln oreo os shavn o� Eroslon Cor�rolPlons. � m,rmi o�a�ga tr� vror�no� rer�b «s. soraN rar�� oio�g rr� om�mo,nvs�mv ro�tpnm rs+��,m.wPnor�,00dio� �ra,no� a�rran. ile NCCO7 Dlvlslon 5 Envl�onmen1a15u�ervlsor wlll provlde )hIs Info�mallon Po �/e wnf�oc�or. No cwstruc�lon lmVoc�s a�e �VaweO tyond tFe fe/�ce IImHs. - Clwr a moxlmum af 30'wlde access polh ta ti plpe end 1a be sli0 ��ned wlth Sr,ap-ifle as sMwn an Eroslan CantralPlons. Allclaa/!ng mu5t s�ay wl�h/n 1/c corm/I�ed siream,weflonO,a�W/o/ �Iparlon MAfu 1c,tprint. - lnstall S0�'�a� ����7ng Basln (sll7 bag) w tie upstream si 'ra dewater work area. - Install Im{�ervlais Olke a moxlmum n( 30'uqstreom o( plpe fo be �fned ta creqfe work oreo. NI fn-slream ocf/v/ty must s�ay wtthln th pe�mltted stream fcafprinf. - Clean outaxlsflr.g pipe os needed N lnsiall co�rler plpo.lnsfall Speclal Sfllllrg Bosln fsllt baql orW Impervlous Olke dawnstream during Geoning plrlse to WmA �� �ntamfiated wafer. - Use bypo,ss pump N Gy{�ss waf� wer work o�eo o�W INo S p-Tlte I�IDPE Plps. - Arfer flrst s2ctlon of Srap-Tlte HOPE Plpe it- Installed pull lpse euf of flrsl seNiw.s�p second secflon af pl� fogef/er and rolurn Dy�ss pump lqse Inlr� plpe �o b/pass wole( llvcugh woik area.Repeof unlil oll plpe IS llne4. - Flll uold wffh law denslly /lowable �lll ond seal a(� ends /,e�r mon�fac�urer spee!(icoflans. - Remove /mpervlous Olke and S�cia/Slllllr.g Bosln fsl/I Gogl and stabfllZe streom bank psr plans ar� deblls. - Permar,ent(y ,reed and mulch access pafh and work orea; Use erosian confrol maftlr,g as reqWred lo sfa61/lze exlstlrg sl � - Renrove all eraslw conlral measu�es a(ter Slfe is sta0l/I]eq oM approved Gy NCCOT. � - lnstall slltfenre,speclal,re�/menf wNrol fence,ond oll other uoslw confrol devfces fn orea as slr n cn Eroslon G'anfrol Plans. - m.�on oro�ge o-ea prm�rro� re�oa u,e. s�r�y rar�� omng �r o�rar�si c�r�i rootpn�t r,nreomwenono, ooeio� ne�rro� ourrer�. Tfre NC007 Dlvlston 5 Erz✓IronmentolSupB/vlso/ wlllpro�Ide iMs Informollon fo Ila confrocVor. No consiNGlon Impocls or5 allawe0 byand fle fe�e llmlts. - Clear a maxlmum of 25' wlde occess qth �o tM_ plpa e� to M sp�ay llned as sfnwn on EJoslon Conf�ol Plorns. au ��n�g m��r sioy wrmm r� �rmrrred stream, w�rm�.o�ior rrpona� e�rr� r�p.ror. - lnsiall Speclal5111/Ing Basin �s711 bag) ta dcwotu wa/k nreo. - ms'rou �m�ervrous orke a mox;mum or ia uv�reom or prce to ne urea ro creme wo�k orea. rw m-srream ac�mrN m�� �w wi�Mn ffz p-Amltted St/eom (�rofprinl. - Cleon eute.elsllr,g culvertos necessory.lnslallSpeclolStl/ling Bas/n lsll�dog)and Impervlous Olke dawnsfream �uring cleonir,g pMse N pump oW contoMnafeO wa�er. - lnstall/mpzrvlcus Oike wlYhln plpe cuNertafeltir end of work area as �eded to preventbackflow. - USe Dypass pump lo Gypass water wer work area Irom (Ir,Nlmpelvlous Olke fo Ih SecOld Im�eNlouS Dlke. - Remove /mpervlous Olkes and SpeGalSYIlling Basln fsl/1 Cagl a� sfa0/llze stream bank per Readway Flans. Permo tly d ard I n ess porn ond work oreo�L, mnlrNmaihrg os renured rn slabil'ze exls'ir.9 ��ope. - Rearrov�. Il �._, n.oM- l. ess ofter srfe is stabilrze�' iM ➢fl oved by NC1�07. General Notes. - Recommend slip lining pipes during low flow conditions only. - The slip lining method used at each pipe location will be determined based on field conditions and approved by NCDOT prior to beginning work. See drainage detail sheet for culvert preservation method and site location. - Any major deviations from this sequence need prior approval by NCDOT. J. PROIKT REFERENCE NO. SHEET NO. � ' I 1-53,5-3/1-53/l �2 �, �0 � � � f` � ' I RM/ SHEET NO. -RP78- CURVE DATA -RP7C- CURVE DATA �� /j�y], � xonownv oesicN Hvoanuucs '` �� ' ���y,/ �� � ENGINEER ENGINEER Pls Sta I1+66.73 Pl Sto 15+529/ PI Sta 14+02.78 ���: '' 6s = 4' 50' 2I.0° �= 23' 08' 0/.6" (LTJ p= 5° 25' 33.5" (RTJ ��'� �� ^�� _� Ls = 250.00' D= 3' 52' 16.8" D= 0' 40' 26.6" 1� 1� 1��� LT = 166.73' L= 597.57' L= 804.96' cP ���� ST = 83.39' T= 302.91' T= 402.78' p ii gn�g��,d�d� �pg� p����r� R= 1,480.00 R— S.SOO.00 � UO NOT USE FOR COI�STRUCTIOT V= 55 MPH V= 60 MPH 2 SE = 07 SE = 02 �N� \ � co`�P �p���� �5 ��� oe ` / � � �ti � � � ' o �. 3, ��� u � o / /s {`� . ,-i j � o � � o� �. � � � > � � � �- �.� .�v,.. y__,l`Y �- 5 � � - F� � ��i. � � N �, �-� � �-� ,� te � � � / _�� R�S� y '�` �� �- � � � � � � y �" �. � �- � �- � � � � �� � � � �3 � � � � � y� � . - � � �' � � � � � �� f N �' a8d � '� � � � � � .�-- � � - � � � j� � -�' � � y� 'L . �' � 'l - � �y y. . 'l � � �y y, � .l �- . � .y� '1- y, i- " � � .,�� G 'y �'yS'� � . vf:i �- j-' 'y � .y �l '� 'y � .'� .y y- � 'y DEPTH OF EX. CMP IS \ � / ,� �� O '�' al S'' � 4' '�' 'l '�' 'l �y -Y �y ,l / I�E}T KNOWN IN THIS � . / � '�0 i �` S",]y- �y �j- �y �j- >y -+y j B . / CWSS 'B' RIP RAP f"'' � %� O �L 'y -Y 'l ��'- '1 J- O�XTf N CONTR4CTOR - �" y-`"' � 'l 'l 'l' � � 'l 'y ' �y y- '1 i � � l� � ��� � � �� � — EST 1 TON - � i � . �y 'l- y' � �y �y � i'- 'y � ay y, �y- 'y �y -y '1/ � CON5�4RUCT BRICK - — / EST 5 SY GEO / � � � ,y ,y -Y ,� _ y, �l- � ,y 'l- _ _ � y- 'y s/ eOX; TO D�PiH AS 1 � �S � r�,SrV % � � � O � � � � � � Hec�sF� v ��,�� E r �- � �� � S , �"�/ i �y -+y �y y. i'- '�`� y, �� � /e^ � � � "�, / P MEDIAN V DITCH - � O � � ��y 'y � � �-Y �' "' � y- � 'y PRO �p'}n & EX. P-� IPE�"� � p�sr / L � SEF DETAIL DiSHEET 2-BJ / / � / � /� � �- O'l � � , � 'I-v � � . �'- 'l � y- '. �l�('. � �l j � �, "1 _ ��>> � ^ / i � �� '1 �'' � � y � y- --Y �['�� 'y �, �" �.� � y � ; { � y- �LI-'/-P�T S�O�� � : /I �0 � / �" 'M 388 - �SPECIAI L4TERAL V DITCH �y� � / �� ��i. O Y - '�" ay �J- �'v' � .y. '�� '�' c � �,y�. S� � SEE DRAINAGE SEE DETAIL BSHEET 2� � /� �} '�- y- �'" '1 '� 7 - �T 9a. 10+00.00 �59.00� '� � ) MAINTENANCE /�� >l �� y. � �, �1_mID __f� .1 I W�- . ' , � �/ / �'�� -�/ V O-, 'l �' �l y. 'l. � � 'l ����y��� .y- l� � `� �'- t ; ��'L� / c'.- TABLE - �� ✓ , - � � V' _�� �` � � � y y- � , REMOVE � � � � �. � � � _ �� � f � � � � wv= a.ai� �s � y-RP7 - Sto. I2+50.00 � � � � T � -' � �� - �'a,M_ �_ �,M-_� � -ii � N �, + � "- - - TNv-zie.sr - - --- - � � �N -LJ- TS Sto.290+46.17 ,rr . ; � %/ i i 9��^' � � � � �. � � � � � i � �'� _ � � �REA 2A � s � � � � x ,a� � � � _ �/2 'M�q� INV- 38J0' � q � O �v-. SEE DRAINAGE " � ti �_ - � � AREA 2B N�11N7ENANCE I<Iv�23�' REMOVE EXISi -�. _ - ; ' - , � r. . _ . � TABLE � m � i �a' / '� �UARORA(L - � � ' j � � - � � �� �_ � - . _ _ _ - �- �, " �EGIN > � d I ��.n; n . . . -U POT a.�� 5`f�t�.DQ ,- ;.�;:r sn, srwz;�;;,� � � � wm+H s _ � " , � � � N„� �� �, �,,,�-�„� `� � B_ �z N;,�r � � ----- — ------ � �_ � �,, , ., �r _ -- . _ — � � � p,��� — --- -- — -- c , �/� . , _ .-_----_._-- _�—_- � � AT1�."6Z�� �;iAv-YziE��"- -- _ - �� . � + _ 0.� ?2 � VI � ✓ Q ' . �TB 1B w/MH � �� . �FIF � EIF�-' _—__3 �— ��� _. '� �/�L FGPS� t \5" _60" ; ` _ ._� � . __ - -_- — - �// -__ _ _ _ 23 ( � . '— _ _�Fr.M-' '-. .. 2 - --_� -- -- � _ JB _- --- e 2216 B'GISTAB 86+00 c�; ,; p GI �� � �� r� ------------- �{_ r"- -- ___ REMOVE-' _— J v \ . -- �n _� c-� _ -- N ,� �� _ u �15 RCPIIU� 2226i o _� —,- __ -- — -- -- r____ ____ __ ' `,`� �� ol � � o «� Z — � � - - - � «— �v �v- � � � a v � � \ P I f �� �% J P� � (2z�� � f� �; \ ��l o Io -� o '2zzi� v ,� I" -- �' ~_ ` _ � n , � � - N _ — �_- � ,- -� '� TB 2GI o �o . -_ -- _� - — — — o ---�--" o TB 2GI � — — — - r � Z�- �-T ' r_�-�_- _ - — - - -�-- - - -- — _ --y-- — — — — - -15"RCP-IIIT_ - -- — T--- - - - -- - _ _�-_ - r � A � N � �-� S@z2fLi_ 7 -Yl�-�--,--i-s-�--L-i-s--,--L-i =---_ -_ - -i- -�TB�fl--i � -- - - -- -�--- -,-- __ = --- - _-- — -- - --- 2 , i L � � T �� — . /— — — -- " �. - — , s L i � ���� . - _ .� ... . . `�o -- � -� � - — --- � - �---- .,- - ����_ iNu�'�� - . . _ - ; � � —z��� � — — _ N � ��y _ _ � _ � _ - _ � �. 22 .9 � � �� � _ W �i� �� `u o c ���x �o I`� o 0 0 0 0 ��� � �%i `� , W j _ '� � zzz � j ,� �- � � ---- W I ,�� � � � , o ��z3o� — ---------- ----- -----� Z -__-- --_--_------- N � 3GI-A ' -- --25� --- 2224�, ____F=._ -- -I --- - ..— . _ ' -- — _- .. .,: L . 'i'_ - _ - — -- -- -_ I � W �� ___ _ _ - - {--_ - _--- - - - - _- --- - +� ' � _ GI DP IL ��� -_ _-__ _-__ ---- �-y rl ' -. __ --- _ -� � J , Z � �a rR��QS� MEDIAN CON RFi F BARl7/Eii -! ��-: `. ti � � ° � _ . - �. . � � � .. � � - ��'aa��.� i__ _ __ �. �- . . "`1" -`�i,�^,,.�-� w. M .. f`. - / ", � ' . . '�"' r�""�`�,�"`3 . . . '�-- . . / _. � i -�. - N � N � .�r�^ -� �:�.reecw se�ti^�S`� � �- zzze� � `f� ��' ^ M, �n - ,_'�,-, ���"�s"'�� kudcvE txisT�,� 7 _� � � ��., � ��i __ � , � � �,,r�� � -� �' � CLA55 'B' RIP RAP �`-'�'-'�-rs_ �`_z-r'_'L,-� I � _ _ '_ .---,- � � $TA 285+54 �' � 0'v �i'�)"" 15' WiELeOWS, ���r^,1'-"' ` _ -LI - ST Sf0.2SO+J��i.�I - - _ 'y y'� � __ � � � -� �� '� CLASS 'B' RIP R4P - ROD, & LUG - GUARUFAIL � / EST 1 TON �:� � � �y y. ��l � �'� i"�� ' .-�_ ` _ S� � y, .� BZ z. E5T 1 TON CONNECTORS C 222 EST 5 5Y GEO Ni Q 'l � y. 'l � '% � T5°�WiELBOWS - - - � � � �`�. . N.Vti OS' EST 5 SY GEO � L V C � �y/ � 'l - 15" WhLBOWS, � �,� � �o� X�x��-x�x � � � ao6, a �u� - \�. �`(- -% H -Ll- POT Sto.287+90.00 = � � F��W X� � � � �� �Q1VP�FS,LOR$�{ � N �Y 223� CONNECTORS O X�X�l�\ -���—� ,-�—P � —�_� -RP7C- PC Sta. I0+00.00 (59.00' RTl + `z �y,_ ` -X� � � y. � � �� °S _ � PI M Eklsii c Ri�m.. � — � 2 _ J PREFORM�6 "SCOUR HOLE 75 p. 3 �>y '-�� -- � p=� OUTL�F`pROTECTION 2 i. �4v� �, � CI(A'yS B' RIP RAP O 5�2� INV 239. � ��� .x �y F55T 8 TONS � -_ �`)`'gl � . Mo� —X� x �—X X—X—X�y,_X -. �l \ EfT 16 S'I,.GEO �� '_- � -y .. ______'____ 0.�W y- ��sr zs s�;;rs�� ,- Il---- - -- i � � ('SEE DETAIL.�SHEET°6� ��I.IS' --__ � - � �� � --- - - --- -- -- --- ----- --- _ � � , -- \ N \\ ��( -' .. . .. .. . � � y � ^ ___ � _ � � __ ' __ ____ �` . ____' �. rw`�-""- __ _ _ � -y � +-i�_ . �\� \ __ __�r� � \�\ � � 4�\ �� � � � � ;E � � f y� � y � _ � � � ) \ \ ' \ � ' \ / C N ��n �. � i1 � \�y i', L >y � � � � '� , � � � � \^ � � „ � v _ � \ � � o�,eP�� FOR -Ll- LT PROFILE, SEE SHEET NO. 65 � � c � FOR -Ll- RT PROFILE, SEE SHEET NO. 65 � ��EN �35 ��� � E�'��� �a5� � FOR -RP76- PROFILE, SEE SHEET NO. 99 t�9��� ° FOR -RP7C- PROFILE, SEE SHEET NO. 100 N � � -U- CURVE DATA Pls Sta 322+34.35 Pl Sto 33/+46.03 Bs = 4° l3' 39.8" 0= 30' 20' 40.4" (RTJ Ls = 420.00' D= 2° 00' 47.5" LT = 280.08' L = 1,507.28' ST = 140.07' T = 77/J6' R = 2,846.00' V = 70 MPH SE = 07 �='S9^ E p EIP 88.98� �+ �'NEAL FqMI � D8��167�PRSHIPY M BM 199b p� �S�q � O oN �' E�P O CL4SS 'B' RIP RP.P O � E57 1 TON EST 5 SY GEO O / V 2418 �� M �, ,r } A- T - V • '� I - "� _ J °' M � N `� W W N W J V � i ol _," � I �Ln� � 1 � � = � ✓��' : - . 178.53' — - ' M��-:u..-,--_,- -��. .,� Z f. r' �— : c =` L/- SC Sto.323+74.27 PROPOSED MED/AN CONCHFTE BARPoE�H � �� � � -RP9C- CURVE DATA Pl Sta I0+30.88 p = l' l6' I0.5° �RTJ D = 2' 03' 20.96" L = 6/J6' T = 30.88' R = 2,787.00' V = 72 MPH SE =07 ��8�<,.E � -YB- POT S ��� �� o � �� + � � � � � °;qR�� FqMi��� -Ll- POC Sto.326+16.17 = � � NERS � � QM i 96'P� s�aq -YB- POT Sta.13+0492 �T / �\p e / O / � � �-�.s.. +\ i-„� �,.,���vc— SY TEM � g �i \ ._"-.'-'--�t�: RiW MON / � ,�M1 � // +� o� ��r TOP 234.04' � � iNV 229.70' � � I� �.. � . INV 228.99. . I \ a // ///// �._ � � �'�T 25�P �TYPE � 7��� .`r// / �� � i�Up3pEWL � �--' -�- - - - � I _i -<-f-1 �� s � � � � T62GI � �ci _i _ � � � � ��� o -�— _ F � - saa �--� I — � �zaiv= -G-� _ _ �, _ r , ��� — c � - — r -- - r ..UARD�� � 2417 -� — - - T --�� �-«-� — - -_ _ T8"�'G1 — _� -� _ __ T _i ��. t �� RCP=IIiT { - . , _- � —� --- --- -- - r — - - - - � - � _ — --- — -- -- � � � - - - -- - -- _ --- -- . _ � _ s, —__= —�'� � � � _ __ �s1�— - � , -- -- — , a. � ---- - - ^r_ 1-� T - - - - �- 2403 2E9:T -y� `J�� �2416� -� ,-r�� �> � "� o -- �T�PFF ��� _ � _ —��►_ --_ � ` ��� `� � z4zo ��-` � � + ; �— - ��L�, �-2F,Y s�--- - j -. oGv�iFic2��� ,'. v' END SBG - � �-�.-� � ���t "�'- 2�MOVL �XlS7. -Ll- STA.32a+28 _ — ,�� '`� � �" "����,,r 1`"I �� �uaroRv� -.ri r � r"� . _ �-,� � . ` �NV_Zl.a �I` . . REMOVE . Y + 15' W/ELBOWS, Zaz� \ ROD,& WG CONNKTORS ` � CLP.55 'B' RIP RAP EST 7 TON �� €SF-5-�4 .GEO �� � � � �T� �� �� 15" WiELBOWS, ROD, 8 LUG CONNECTORS u r c.-z� � NV l5 C (IS CMP) �`,J/ INV �233 47 US RCP) ,�j INV-p33.41' IOUTI � / C�J • IIIIIIIII ^ - IIIIIIIII o "t� ,`"_]'.��' ;;;;;;;;; O IIIIIIIII N �y - - � _ IIIIIIIII � ». �. H !� GRA�IITE RSs��� � ���� �iiiiiiiii Z Kimley>>> Horn NOT SUBJECT TO -� u/ RIPARIAN BUFFER RULES \ � 0 or / � �,,� // )S- � 1�_/' ' � )S/ -��- , � � � l +/ � PROJECT REFERENCE NO. SHEET NO. � `. i ru/; -�J�l �`r' ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ][�ff8b;]LRI�1[IIN.S\1E3�Y Il�II,t1�N5 DO NOT USE FOR CONSTRUCTION ��� �/ � �� �� , �� � � i � �� � � �15 �.. � �. '� r' .� I � 5� ��k � ixisr a � � -'U, � I \f �l � �� )T \ �� � � CLASS 8 RI�AP T'��R'W MUN +� Y � � EST 2 TONS -X--- / �� --, EST 7 SY GEO 2411 PLUG, FIIL, -LI- POT St0.329�30.00 = �AND ABANDON -RP9B- POT Sto.10+00.00 (59.00'LTl j � ,;}� 4�"v �v�ePWs, -RP9B- TS Sto. 1I+75.00 )' Roo,a w� Q �II CONNECTORS o � 0 �� BEGIN SBG O � � REMOVE EYIST.� �� Ll STA.332+00 O ('UAf'Uf'RlL I III � �_ __ ..� - *w .. BLIND 1B �'— -� � - - —L�4��8 LID-, I�I � c� \ _ L C �,���= r T - �� � �,�: �.�1; _� M e � ,s —=_ � - M o � -- -- �_ lV 85' S5' S6.7" E�� � q- � o I �� o — _��P9B_- _ � �- -- — -=- _� � _— Q — U - — . _ _ _ __ �ez i2413T — -- -- !� — I� - � - — - -- - '._ _ __ �F-� �—�� � � �_ — _ — � � — �—�—�'—_ — _ - ��zc�{�z, - � �' _SIPJLTUHE __ � —�— —_ � _ - � ` � - a —'� N I ) HCl✓IAIN o __— -- - —�� —._ _ � � _ _��' \, f► EXIST - �a . _ — --. ____ ---� ' D� -t � _ � � � � . 0 �. 24 � 7JN ?36��p �J II Y- � /// INV-234,$�'� i �g \� � � TOP=�3�.53' \ � ' // ��/2401 � 5� � 4 /// / �/ �/��/ / ��i i� 3���/�e; �° ��/ G =r=3 ����0 � ci !� �� a' � � ���� . � � " / z.p� a � /�� / � ��� � , � i ��� -��i'6 =�� �16" WiELBOW6, � /f ROD, & LUG /�'�INV-3� 6 CONNEGTORS x� � CLA55 'B' RIP RAP EST 2 TONS �������t. \T 7 SY GEO -YS- POT StoJ5+74.48 ---- -- -�-_ -- - �, ��-�r,yJ� = :_ = -- � -_�z . � ��►-`� �i _ � `ol - -_� - ___ - �' `;' N ! �- _ � —�— _ �► ;N 1� �-�``�� � —� -�� � � -- - � �� � 15 WiELBOW� ' ��i � � ROD, & LUG - � ~ � ,��� �, � CONNECTORS � .��5�. �\ /�� r �5� � � / � PS� REMOVE �/ 'I� W �}�. �-��� � ESTAlE µ ``1 "'��-- � —CL455 B'RIPRAFN� ��� Z eq,s�� W PG I 3a � R.W MON ��� , 2409 E5T 2 TONS Z33.i3' � � .�3�� � —' �—\7 SY GEO ' � EST � ��� _�=��_�,z -RP�C a, 10+6/.7 ��� � �� -- �_— —_- _ �� —' \��� F► ��� -Ll- POT Sto.328+00.00��3\�� � � � -RP9C- POT Sta.10+00.00 (59.00'RTJ ` '�P�g,`�� � \\\�\ � �� �EASeME \ �ti� \ 'Sx � � � /�k_ oo � � ����� �� Rq�Eici ,,,� � �\ F FOR -Ll- LT PROFILE, SEE SHEET NO. 68 FOR -Ll- RT PROFILE, SEE SHEET NO. 68 FOR -RP9B- PROFILE, SEE SHEET NO. 104 FOR -RP9C- PROFILE, SEE SHEET NO. 105,106 _yq_ STA.15+50.00 \ _R A-;SCS�affi*0859 � MATCHLINE SHEET 43 ` � � �,� \ � Z5�0 -aa9e- cum�c oara % S` )y .' I� II I II � I �� �\ �\� � 1 I PI5 Sla 13�8512 PI S)a I6+35J2 PIs Sla 19+2939 PI5 Sla 20�9625 PI Sla 22+�599 � P�', y � '`" � .�� /� � �'f� t i I I �I I I�I II I\ \\ sa �� Bs = 553'S3J4 p= 1050'l23't[Ti Bs - Z49'3/A2' Bs = 1033'I6J5' � 3443'3605'rRT1 f 4 I I F ,�y \\ [T = 201�2� �- 2893H'l.P CT = i�A;Y Lsr _/!bw 0- 32935�z �� `' �� � f.' � � I II il I I I \ �.\ �� � V la�= I ST = I05JY T= I45J7 Sl = SOAM ST = 5952' T= Illb(Y I� �r .y f "" �- � �j 1 y�l I 3 I � R = 1530D0' R = ms.ca � . � - .� / . �� �a E. � FUEo ; '� I I i � �I I � I � �,\ �5�h � l i V= 56 YPH V= 29 MP� I . . r � � � . s � . F" SE = W SE =kfi� � r.. . h� Y °93 y � �' i I I � I I � "� �. �. ' / \� m ci i% /� 9- T S1o.IB*90A0 - i I I I�i �I I � I (1 � RP9 CS S�o.24+2859 � ' i '� $` Y�� 's�' :+ y. / i� -RP9 S�a. �6+W39 !OA'J'1�. � � � � a' ' ` RP9BSPUR- CURVE OATA � S3 � E� ¢,{„ , \ jy� / j 4) I � I I I I I I\\ ��� ' �i, PiS�a i0�i2B0 PiS�a i6+6332 +�oe �ssy . `1�"�2 � ,�/ \� � � II � I ME�.iN ;� � � OST5�605'ttTl 0 55'S6'33b'lLrl �i � . � � / ,f 7 I I I I I I �mNnK 0= 3'46'2]3 0- 446'28T Y� � c zs.5v c inz3e- �r���' /��w�� %/ s��(���€ �E�.,�, Q�,� i�l � � � A�,� � � ��� � �% T I2E0 T- 63]l3' i v��..� � � xb \� ��� \ se.oen vsn - V= 56 MPa V`� MP� . . f� i �� f� j � � I II �x�jP Vr. �,g ��•. -RP9A5 \ Pt Sla. i4+ 9 SE = O! SE = O] � Y ����� "° y / , � c _ _ �- - ' � � I � I i .`��r � ��W.� �,��� - _ - - _h� 4",l� �I I �. ���� � ����t Y `C�P' / �V � I ^ r i i �\\ -RP9A5%/R-PC SIa.l4+ P E t✓�� y v� . � `y ' - T \ � � o« 6 i. �, . � ' �' � �� � ' p a CD � ' - �t � � �a� _�'' �'' �� � �� o ,�` � � : ,�, � � c� '� Y �' ii �� � � � � I I � �� �•� �EE oE `� , r ,/�/ � i ��-, � �,� �Pze- ar sr 24 33I3 � I , 1 � `�' � �i � ``�"t � �,a� ,/ ��� I I r , 9� �y�upfr�� �� % P F RP9B- SC Sla r09.38 _ R A. 55 Fll�rl� 9� I� I I I I � I \\ �\ a� ., . �', . ,- '�e ..3° j a �w - e � � . �"` 8 - -r9- ror smie, .00 � I li �'� � `As. - �`� � g s �' � �� ��� nase- Par vo. zs aszz ocar � I � ooI y� -�;j .aeia � � i a � / -- �' em r, �� I� zo � �� . �'' \ �:, �o�� �� �' �i k�, �, � � �a �� �aE,��� on.. nEE�%'i /� � .«Eo ro � rvn� cuoE �� � � � ��i � � I ��"' . . � / \� �* �/� � i / ° � , � C I �I , I 'I � � 8 A /% I� �*' �� P9B CS S�a I]+�Au^g � J� I Il�n II 9�. � �� �" "�s� � �- � 'r-" � '��:" /� � _u- cs sroJ.�a a�s+ � � �A -aave-scso��,so P�a��:°s�`s ' i �; � m�.��tsa I.�,a� � I bjy ��� ��,�` �� ti. ao�� �,�r -RP9BSPUR- - c:;Or559 iEp �� o I �Ir i� � � � ,�5 '�"'--�.,w.. .�q u ror va.3aaroz�9 � � L= -.� � � . P9B- PpC' 16+5040 = �+' u�,,.,4 .. -LI SI 5/a.343t0/59 , E"""c`I ��IYI I\ . Y9 PoT 5 23 3434 � �. r�' �� � y. � R/f�UR" 'PC�'°3M O��IXI f1200'. 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LT = 13344' L 60IA8' L 48693 LT = 2HODB' LT - 20pD2' L Ip590]' ST = 56.]I' T= 31552' T= 24120 ST = I90�1' ST = lOODI' T= 530.41' �\ R= BOOA7 R= U45�" R= 39i9J2 V- 5l MPH V 59 MPH SE � O6 P� SE = O8 SE = 09 \ 4 .0 SHO(/LDER ✓9 CUME OAiA \ , FPFIFVATION R9TATlON P�S)o 3/+]235 1 4 835'33%�RTI 5, .3AI 18.98 MED (T i0 Sta.rq2s6999 M�0 LT 'l'a 0 !l0'S29 \ J L ]2].36' SI 4]t1480 MFO LT i0 SFo349+I4g0 MFD l.i / 1� T- 36436' ,p L- S�a 3��/480 MEO RT TO 51a 344to420 M£0 RT q_ q�gspp� \ �^"' l, S'a. 358+50.00 MEO Ri TO Sta 359+0000 MEO RT/ � z � � �\ � / � � / � � � � \,�� \ -RP9A- PoT S�a.IB+�O� _ / / I � t �\ � aa9asPua- Por sro.�o.cVD.O'J roc/0-';/ � � � � � � �� � � - / �r / � � g � o c FY�O PoT 5 0 �i�';o ^ � `� � \ /� Ll PoT 5/0.3 + o �*a `�;'- -F - �/,fi``� `/� 1 -RP9A- PC Sa.IOKV` � �'LTI w� ' � HOCM'SfEP *�1GHfS ( �,�^ �. � - l.�` � Hisroaic oi�'�� ,o C �'- j N r�ENO PENMANtNI _ 11 � � ( � / 1 FEiNN/NG N'AI! W'. 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P9L� PT �'7 I � I �y�g� T 8�2�`+�iB'DB J� � I �3�� zseaos i77 i I � �-ar�,�0T s a�moa� �,'t � -aaso�accsro.zz�aeoe R j tN q� ,V II II II I I II �I / /�(' `T -RF 2 +FH9l 11 � " �I�j � � '. MqTCHLINE SHEET 44 -Y9- STA. 30+00.00 1 �- � o. � ,,tiz, 3a» �r, I oI� ,RPyO- TS a I4+BSD:J �� � I (/ PoT=1a359*WGd=/ �'I a RP90 Po=51a-10�001U (59L0'RTl :o I�. ^Y10 PoT S�a.15*i N � � -Ll- CURVE DATA Pls Sta 36/+�2.08 6s = 2` l5' 00.0" Ls = 300.00' LT = 200.02' ST = 100.0/' PAVED SHOULDER SUPF_REl_EVA770N RCi7�AllON -L- Sta.363+/2.07 MED LT 7 0 S1a.36F+12.Oi MED L_T -l_- Sta.365+/2.07 MED RT i0 Sto.366+/2.07 MED RT -L- Sto.368+42.13 MED LT TO Sta.37/+57.13 MED LT -'_- Sta.363+42e13 MED RT TO Sto.369+32.13 MED RT ROCHESTER HEIGHTS HISTORIC DISTRICT END PERMANENT � —iF___ _-_____ -_ w � ---- - �--- --- � _� �, ( _ L � � � Oi I I I � / _ —_— � � � I� I I I -'�q GLADYS J� SUE LEE '"� N Kq II i� � _ _ �� II � I WILLIAM-� WALLER RENEE � I � 79 p 8832 PG I 6 � 8516 PG 8� H RRIS TRLIST � SM`rTH - ��AMUEL -_ L WRENCE C I B 1957 P� q e �BA�� D BQIIPO 675� HEWITT RADLEY `-'I' �AW � 2915 PG I 3 195� P 1291?G 37 0 � � 8 _- LINDSEY � - - ,� � 0 � ,4 � � BM 1957 PG BM 1957 � _ B 13153 PG � � � __ _- �- '�, E3 � �,` M 1957 PG � CL4S5 'B' RIP RAP 58G INSTALLED IN MOT PHASE EST 2 TON$ TO BE RETAINED STA 358i�45 EST 7 SY GEO TO 366+25 -Ll- 18" WiEL60W5 - -Ll- CS Sto.360+12.07 ROD, & w� -�--- � --- __}-�� Jb1l�L� _ � --�—_ �- ❑ I � B'DFqiNAGF. ncr„�.,� _. �. � ���� 4.q��� EX \ 2632� 115" RCP-11 —� � c ex- 2600 FILL DECK DRAINS INSTALLED DURING MOT CLEANOUT EXIST DITCH TO ENSURE �� POSITIVE DRAINAGE \ I�ETAINING WALL -RWL6- \ -RWL6- 366+55.00 l-U- STA. 366+55.00.85.62' LT) �1I1TI�� �— � Z i� I I} I I� E i c R I I J � � % � � � �"1 i ������ �� ;� � � p �'� H CKS SMITH P LLI B �DE3 1301PG 513 C3 E IOT 1557 PG 74 DB _827 P 44I l i + PN 74 RETAIN S�L9� �N � m m 6EGlN PERMANENT � RETAINING WAl L -RWL6- -RWL6- STA �65+25°00 l-I_l- STA 3F�+25.00,88.6?_' l_TJ -Ll- ST Sta.363+12.07 �PROPOSED Mt0/AN CONCRETE BN7RlER �RFMOVh KISi.GUAnGR,4/L TYPE �77 . I �����` . � r � I � T82GI I r O 1 Q � .s -- N — —=-Pftf)�I�R�H-_----- 25/TAPER m TVPE i - - - -- --T- � �-T - --� �- � - - _ - �.�` �--��"'��-�--���`� - - � - -- � .� �� �^��+�c�`5_r,, � �' r, � � � -^-,s . -^- � � � BEGIN SBG � � � REMOVE EXISr. � ` ' � PROI -Ll STA.363+72 END SBG�6EGIN BARRIEk _._. __ GUP,RDRA/L WALL STA. 365+00 WAl_L _ -- _. n � � �Ur�.ti.�-�r,�.,-r - EIP " w �=1�ETAIN SLOT DRAIN T ACQlJG FACE OF I I � PER NENT TRAFFIC � �`u"u"-'�A'R7lIER � � / ��ETAIJ`I � / (/ BEG/N PERMANENT e ° RETA/N/NG WALL -RWR7- �s� w��sows, �� ROD, 8 LUG -RWR7- STA.365+25.00 coNNecloas � (-U- STAe 365+25v00,90.55' RT) ne ie wrMn coveR TO EXIST 18" GMP END PERMANENT a RETAINING WALL -RWR�- � -RWR7- STA.3&6+74.98 (-U- STA. 366+75.00, (88.6 ' L, -Yll- POT Sto.l4 �� � � II O I n � X�� -, o � � EX- !608 �-,s- W,� ROD, 8 �[ou � �L � 75" RCP-IV TB2 _ , ��� 7 IV�2�P9�55' � RETAIN 18 CMP __ - V�zo F_���i'<,�r `^F�iw koN W� I It E� zs7.� � �� I%5�'PU 40 � I� � 6Ar1 19 . P� 3 , t,3 J..,.-. -m^W �---�t 7 I "'� '� I � �I II �A Es P �� - E NS DB I429 PG 3 7' BM 1960 P 38 \ / � �J� 1 . � ���� � z6 w ------ � 5 � _ __--- 6 �;"- - � Nn M ALLEN \ DB 9359 PG Iq0 \ l BM 1960 PG 38 \, I 6966 W / � � � ���� �� � PROJECT REFERENCE NO. SHEET NO. I� � IIIIIIIII l. t.� _i ru/; �-JJ�l �(� p - , IIIIIIIII g,�y SHEET NO. O �� ,� ��L.�-�� ��������� N """"' ROADWAY DESIGN HYDRAULICS IIIIIIIII ENGINEER ENGINEER � - iiiiiiiii -Yll- POT Sta.10+00.00 `�' � �� �i���i�E ����� � �. ���� ][�ff8b;]LRI�1[IIN.s\1E3�Y Il�II,.S�NS CLEANOUT EXIST � DO NOT USE FOR CONSTRUCTION DITCH 8 PIPE TO Q i ENS�RE P°S�T��E Z Kimley>>> Horn DRAINAGE /I -Ll- POT Sto.367+44.09 = -YII- POT Sta.12+77.4/ BEGIN PERMANENT sos I tNG PERMANEN7 =233.A4' IiE%fi�N�NG wiiLL -l�wL7- .. _E TO OP NI RET,q�N�NG' �/V,qLL -RVUL7 -RWL7- STA.368+13.00 (-U- STA.368+13.00,88.78'LTl -RWU- STA,369�%49e28 �� -� — o l� Ll- STAe 369+50,00, 88.78' LTl `-- - � ' � �_= c��owar oRive 6aF�v I� — - �-��LGSL EM l97 P6 74 a- �_ _-- I I I �ofi�EI Fss -� �- F-� �_ � C===— OgM�I°ISFIF�'�i4 � I I I. � �--��� _T'� C� -��-- � I1 � �� � � �-- � � � � � � ��fi � � -� P I RO E ROGER TIE 2GIT0 �KSON ` EXIST 18" RCP I_ � HAMLET B I"' �Jo I B C� 2 PG 55 WILKINS, JR I WILLIF. T ]Is� C Ci?vT S PG�74 _ . h5" W�L� _I , WAl TC CFIAVEZ i BM L957 PG 75 `� � I HICK m �aoo, s ��u� � �oe i, ��� i e i�,� Pc �s � z � �`�}����'J wETONnh rti h_- NECTORS -i "" B� P 5 y�� II - � �W'i �� � D BA � R ALIBEGIN SBG END TRANSITIOW I PARKER OO - TW 46.85 ������ p IN / STA.369� � �'BF�GIN EXPRESS�P�GUTTER �B 9121PG IQ � ERMANEN TRAFFlQ' � � 1 f i STk'.��172+75 TOP 234.,6' _BARRI I � �� � E11lD SBC� (IS") f'> I � -I ,NV� .e- - - -�`3a - - I 2 �' CGIN TRAN51Tf� O � \\�a ' - � .on.�-^ � � I "� � O �� �� � A 2630 w= 4�.7� �� _r.STA.371+75 .,,,�� � RETAIN I5 RCP P� EIP R�w >�°'�. �, c + _ _ _ _ �_ _,_ __ RETAIN �. T 2GI- ---- -- - - --___- ioP.246.92' _ _ �y� I I \S EX � . \�/ III Ia" �CP � � INV 24I.34' (15 ) 2616 ♦- � 15" RCP- \ n iP> INV .0.?5 Ue I �I� V� zai2% ex- o:ov 2�a� �� wT`tr �� �.e M ` I� i \2628, _ _' -,�Iv��,�IN�a_ . �. T��'f�E�k'f�J' � �:n;� - �n, :� � � ' _ _ � �'�..� YEINV bOT-2.._4_ T - _-__ /'rR T r � T 2G1 -- ° � � � .42' _ I � TB2GI �TB2�-� - -- 2617 __ ----- �TVV' B&7. [ I / EK- \ _ ~ -�1 � � � �% aar�� .a,- \s629/ I � _ tn REMOVE J' l N �� � � o v L I � _ � i o o �2618 Io 0 0~ o N o � N ,a— - - --.. �.. _ � � n �-� � �,-� o J o � o � T82GI G � - '�-'-� - -T c � �- - - _�-. — Gi os�T _ _- __ - r : -.. ...T x� � = = _ "r--� _ `� �-�- T�?.�i ,ts"acg=in �--'-- .?._�.,-- I --L = = ��-�--=- - ` .� A _ ... _ . - � � v.05 -� = �~ V � 1 ` '�I ILI��DEttC�K DRAIN �. ... I I� o J ,L =� h �� o �� o N o ^' � J, I� �„ I � � N �. � �uRi�l � " nor � � =' � ------ --- -------- , __ EMOVE � I �2&15� �5�-REP�J- W � v w � �� 2GI 2GI. � r'� R � , I I I I , .✓" c TOP e - . __ _ _ _ _ _ _ � _ -253.42' - - l26221 i p �2621' � ��� ` ��,._ o ��-��-r _ �,. z� -r;;- ���z- -, �� �.�1- � �, {� --� 95 u�v T-z95si � �� * � _ � � � , �oa raPER � 4 � , � . � .'-" OP 2�503 - REMOVE --�� rFOPS . LL.I wv= a0 5 _gEGI�E� ER 7 STA 368+34 .. .. . .. .. . �. L � 0 2614 � 75 bY^9 .�� m �"�ROb�� � iw � �� �� ���--t�� rr' 1 (uN L �B RE�AIN C�YNEC70RS"� � cJ �����as�P zao r L`� = Q � � III IWv�23155' MAM�INEA t� �� � � I�v=23,n52' B iA6�5 � 2567 � HOMEREACFI SAUNDR � � BM 1960 :;8 � E NE TER H �A�Nn r-26@� l. I 13RY� a II � I�� _ �n, BRY NT g � p J � � �� f' COWAN , up,y1038 PG 37 � 13166 �'G 1235 �B � � �'- I I � ROBI�I �� �9177 PG 2395-� . BM 196 PG � QM 1960 P� 38 ° E � m�a FIPKIN Ns, BM 1960 P I � �� ���� ��C� DR 11831PG 799 �N�, � �--�' �� y. E3M 1960 PG 38" o���� � � � ��� �� ��� � �� � � I O'' I � I � I I� AL'STIN _ �� I � � I I I I �II1 CURTIS � �W n�`t"o% ` �p - 2705 233 � Q ` �� � ���� I PG 38 J / ` � � M � �--_ �� � oe s� 4 Pc � � ��� � � � —�^ s�r \\ i /� U' \U 1960 PG f}, ` E�p / i r,s � �� 0�9����� \� /ti'`' ���'��°�� 9�r \ % -Y' /AYMOND\_s�g p�- / PARKS �" DB 2346 PG 39I � BM 1960 PG 38 \ i'F \ FOR -Ll- LT PROFILE, SEE SHEET NO. 71 FOR -Ll- RT PROFILE, SEE SHEET NO. 71 � c � � m N Z � i � -U- CURVE DATA Pls Sto 375+82.24 Pl Sta 380+48.87 Pls Sta 385+00.29 6s = 6` 00' 00.0" �= 28` 43' 20.0" (LTJ 6s = 6° 00' 00.0" Ls = 300.00' D= 4` 00' 00.0" Ls = 300.00' LT = 200.12' L= 7/8.06' LT = 200.12' ST = 100.10' T= 36674' ST = 100.10' R = 1,432.39' V = 67 MPH SE - ,o O O ` � �MN� M � � �Q � �; �i a � V _,_ � � ;° ___ , , ��;�, �, ��� � N \ r;�� � �� �, � � `� � �, � ; f_ ____, %~,� � �\ �; � �, �v � � :� , Z��/ "� 45` ���5 �� 1" l� �T � \ r ' \Ef�LS�,.,� R �J � A._\/� `i,.�. �i,/�` � `' z�z `5 � M / �` ,/ i,�� 6ljry�f,F �\/ OqNe � G By �9� pc , Sg j ��85�s� 5q. ne.�p. E � S/QNFY �., �"-rbi ; .rt �'yp�_ � � �--r�. e�qRO KF C0� eM �5�o Fc �q9 0� �- � • IIIIIIIII uuuui uuuui �� ��"' iiiiiiiii - uuuui +GRA�IITE RSs��� �� Kimley>>> Horn a��/ /E,5 � / / PROJECT REFERENCE NO. SHEET NO. � �,_i r�; i -�3/i 2% ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ][�ff8b;]LRI�1[IIN.S\1E3�Y Il�II,t1�N5 DO NOT USE FOR CONSTRUCTION ��'� j L J<.Js-%,)Ga / �%� / / i � �� i � ��� ��\ \\ / J Z O N � I � � i � I � N I qy yry � -Ll- ST Sta.387+00.18 I�� O � O ��3; (iC � �� OI , RETR .� �M W — -- M" �� Q ,-- N ^ � �� I J �-- I �► �► � o �� N �► W � y // � W "'RCP Z ` // i ����� MOT � � PROJECT REFERENCE NO. SHEET NO. sFy�< ' - iiiiiiiii ! `�= z8; ! -,3/i 28 -Y12- CURVE DATA -Ll- CURVE DATA e� �s s'�s �� � �` � ,y g F� � '� IIIIIIIII g,�y SHEET NO. PI Sto 14+55J0 Pls Sto 396+23.30 PI Sto 402+89.61 �O�3A°c �� � �� �� ROADWAY DESIGN HYDRAULICS 9 � 2 � �'�. '4`� "'�^'��'� IIIIIIIII ENGINEER ENGINEER 0= 37° 2l' 50.3" (RTl 6s = 4° 48' 00.0" �= 20° 02' S9.4" (RTl Ac >092 c� »- ��������� D= N` 27' 33.0" Ls = 480.00' D= 2° 00' 00.0" e �� ��`�� ' '_, °414° L= 326.06' LT = 320.12' L= I,002.49' ♦!�'�E ��,�ii T= I69.07' ST = 160.1/' T= 506.42' ��� �� R= 500.00' R= 2,864.79' p "m'�" V = 76 oMPH �F' ���� ][��Yb;]LRIdI[II1V.a�lE3�l' ff�II,A�N� SE = OU ......... 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RE@UIRED SEE SHEET 2-eJ 6UARDRAIL F�R LOCATIONS (FILL AFTER �COMPLETION OF MOT) l2- PC Sto.12+86.63 '/� / 0ti -Ll- POT Sto.387+6/.l w—� y� � � s�MH � ti -Y12- PO �S . .t �,+' TOP �2�5 `64' r RE'i�AllS"'4� C" � /\ \ qs \ . �B c/ ��/ � aN/Ty e'G/ OB i`.'� /�' � a 4 eM � o \ 4� :OO� �� �� E so "g9e �� � �� z E j SO� t B -� /)'9S o S���A �� qs ose2 O F M 2p 2 3 � Fy D CRy � �B \F � \3iF 6,��/08%�'Q,a��. M�o\ \ � / � ���� �� � �� � \ � N F'� 9� a9e � ? � 6. c Z 96,2-yee�' rf � � � B9= �S �j 6'q X� � �•Y / �0\9.E N q=`�i'10" E 9 144 Oe' / �� i 5 o� o0 0 o c�° ti 60' * . . . . . _ � �s``�' C_ _ _ � . � � /- � T - _l-- - -F � _ — -- �-- — _- _I�2[,L�� - -1 - i.-.__ �--� � _ —�--- I"� II I � nsnNooN3oo� rAPE�R � II CULVERT PRESERVATION SITE If24! II SEE DETAIL H/5 EE�� �tiII . . - �r� - �. r 1B W/ H � - _ GL2INEALL-L _ �AkF-TEOYER �2628 � �- �__ — — yl � _____- _____'_._____ �I- -..__ -'__________t_____ w � �'�i ��,'r`' 1 --- �' �r},'' �' I S ---- U _� „n� , "`� '� �• �t �l8" RCP-II � Nv ��i- �- - - --- 7g�=RG�-IfF — --- 1— t ��f�= 1 IB26�2gtt'1+._- 2�9_ --� �+�—��' �_ --_----___ — -- - — --- _—_---------- c/ '� 1 S .u.J..-. 'M-197 SEE DRAINAGE MAINTENANCE TABLE � ��� _�� �'i'�' �«.�- --_- _ - - __ - - - � ' ��� � i-------- --- �RETAIN & � ` � PRESFRV�� o � �I I � � u r���. I I CLASS 'A' RIP RAP E5T 5 TONS — *M-198 � �Nv 2�5�`' � SEE DRAINAGE MAINTENANCE TABLE _ soa AccE�FRqrioN �Ne � II 0 ` - - �:� + � � -:��; :r-4�rz,:�-�4i�4�-,� �- � -�-'-4:rzirr4s" 2 � � r�i i--x-.---L--t �JB W/ \ .. O ----- - �, MH Z�VEIr- �II J - _T- _L_ T _��___ d' -- �� ___. — _-�r_T�� —_____._--- 0 ___-- _________ -- 1� ,� �! �' .. F� : — - Z �.i_ - 1�� z� —� ��� � ei ------ � �� -- II� 'F�^ —�—«�-_.___ - ^ I vJ —=� r— —�-- — — _ - rs�rzc�=nr—�=- �1 _-IV - �7��\ . �_�-- - ^ ---- z s ; - J __ ` ' -------_— �� N —�—�-- - -- 2821 282 -- �► N /� ._-'_'____.'_ \ V� ___ _ _______"-.__- �� ---_---- = --------- cy __ ` _ � � �2' FaF; W ir�.�_ _ _� � `�,'fv�199 �500'7qPER '^ '.�$EE DRP.INAGE v, �NTF�NANCE - TABl� '�� ' / W SPECIAL CUT DITCH MINGE � // � �_— x � � I I \ �k SEE DETAIL A bHEET 2-BJ J —� — -�--=� s,,�-a;,� � r �, _ 'M-194 J �9h, SSMH � \ —\ a � � / ' o • T P=234.]2 v '� SEE DRAINAGE F` I V=222.87'� N ti - �'M-195 \��F ��k�a� � T� MAINTENANCE N 6, N °'� '� SEE DRAINAGE -Krf�"/ S,� C TABLE / N�9e9� ( I l \ ABI ETENANCE \ zo-sa r� Rr sEw ` Nq �002 A. �OpF9 / - \ \ ER EASFM�jyT eM lse3 , � � C �� I y� 4 �� � F a\ \ 0 � � 9� \ \ � S �. IN \ -- '� Q I r I O �cF< �\ . � �� ���� � �` �� �� ������ � � � � � G /,5) C J TR / 4VC oe �F 6,y 2 9 2��/,�FF� S e5°�7'S9• yy Oo3A�,< N'qY _ 2/3.9p` G `?9` S' �9 � N 65°l��sy, z23.45- E _ _ _3_ _ 30��NCRE R�S` H C i��_ , _E_ FOR -Ll- LT PROFILE, SEE SHEET NO. 73 �m � �� �� FOR -L7- RT PROFILE, SEE SHEET NO. 73 I � � �I -RPl3B-CURJE DATA -!Pl3B- CUME OATA vl-53S8/1N5311 _ PIs Sla l3*50J1 PIS�o IS*2538 PIs S�o l6*�Obl PIs 5/0 19+5p)Z PIS�o 21+b161 PIs S�o IJ+j599 PIS�o 16+IO2] PIs S�o I]+6]H9 f ry� A�/y. _ BS = Tl3'l98 p= TI<'56.ClLT) BS = 503'l98 BS = 62CSOB 4= 22/50961RT1 BS = 3443'29P 0^ 10345'24BlRT) BS = 3443'29A' � � II � / '9ll `f U r�,c�.eEa ExniNEEv !s = 3W.00' 0= 44B' S32 Ls = 2IO1p' Ls = 210AlY 0= 600482 Ls = 200L0' 0= 3443'29A Ls = ZW117 $ ow.. uE icN�E-� uo. „vva�uu,s U= 20011' L=/5056' LT = I40.C6' LT = I4016' L= 21953' LJ = 13599' C= 29860' LT = i35.99' -Yi3- POT Sra./0� � � -Y13- PoT SIa.lOt2602 = ST = 10pJ5' T= �538' ST = �OAS' ST = IOJC T= 14IA5' ST = 69A9' T= 2IO2�' ST = 691fl I c � II -RPi3A- PoT S�o.25+3463 �44.99'L]"� o ���� �7�� R= 1J90G0' R= �15G8 R= I65!# -Yl3 POT 51 ll 53lA� _ '^ V= 50 MPH V= 35 MPH V= 2l MPH +�38- POT S 24 ]J3 tO.fAT1 SE = 0] SE = O6 SE = 09 -Yl3 POT 51 II+H3J2 - I III -RPi3A Pi S/a. 24+]963 � PRF.I.IMINARS PI,A.�*S tPi3B- Por 5� 20 3835 fOLO'1 ' "'`- O I �� II� �� "-��� -RP13A- SC SIo.2i+3625 .8 m Kimlev »> Horn m �. o.. w. mx..a,a-.�„ - E ib SS ft C� `li' II � � z II �• \� ry� � 7 RP13A CVRVE DAiA y M1 ! 7� �\ � I �' I 4 �� � "�-\ /� Pis 5/a 12+40D2 Pi 5/a l4+)b.m P�s S�o /1�3629 Ps 5/a 20�56]5 Pi S�a 22t330) Pi5/a 24+3]6l �, � >,��i- T� � � I I II I� �^�^�' ��� �� 3'� � / I �� Bs Sl6'�93 4 305'03fIRi1 Bs 424'265' Bs I40Y53% 4 2221'I]l'fLrl p- 8��]'30fYlRTI � -RP138- PT 5/0.22�9909 j � R I ��� £✓"�f-, �\ ��»� 6� j � (s = IBODO' D a 34p'22J' Ls a 24000' Ls 2400d 0 n/f4v349 0^]623'39T � c � '� ENU C�NSi'RUCTION � j GT I2ppP L 3552Y LT = 16pD5 LT 1605/' L SIJB' L= 1W.4/' il � RP/3A- 5.2 +4lpf; �..�f } ST - 6002' f ]8.4�' ST = BODS' ST = �.46' l = �K62' T - 6634 ���,��y,/ ,�/ ' � I � ``�,,,,,r,..�� +�` � R = ISEOA(I R = 49000' R = l5.IXY � � `� � 1 _ _ �;, ��O^„���Q � / V= 50 MPn V 30 MPn V m l5 MPH '� ° � �j SE = 06 SE - C6 ��� ���' � � � RP13A PC Sla 23*1322 1 � � LPl3B CS Sla.16�9390 �,.,� ���� I _ __ � �t � � �9�, -RP13A SRS 5)o.16s96P5 j � . r�'�� _e i ii � a o o � � � � �'w. �� �`�'�, � � � -RPI3B- SC S�o.Z0�P056 N /" LI CURVf OATA Yl3 CURVE DAiA ,,, / / � - �I II � o � � ` �� � \ � • � / Pl5 Sla 40H+9239 Pl Sla 420ag3.d] Pl Sta 2/+51.43 � x . �� � 1 , � �� � � � 5 - I � -„ � rO"- _ � � \ � ` � \ / Bs=!ii'S9T �'2633'OOflRii p 403'432�Rr1 � - - Bs Z24'CO3' D= l'O.��O' 0 69C264 / i „mw.V I � ��Nz Li L� fl \ �� . � � a � ���� � � � �°�;;: � cs zaom � zaee.�� c �sa.ar ea/ � �� a � Q �� �, �. ��```Fy, GT = i3531' l = iA5]l9' T 6�36 � ,.0 nN..Na � j �i� , . ` r++wY _ -� � Ix� xEr>.� LS Q � � flr\ \ \ \ \� \ � \� 4\ /.. sr = io5�a R= 5729.58' R= 950A0' & . � ..,� V=l3MPH � / j -'i - � � ,�-� �� \� / SE = 09 RP13B- SRS S�o.IBtl056 / � � ` ~ \ � � � \\� `� / � rj �/ u���� RPl3A PT 5/o.23t2].43 � �1 t , 4 � ,� ,ij %��i s , � � /i`.-i` y � � V 1 � � � o v � •�� � � h aM � a 90a � aos � ,„,��� � i � /, /�raeflsr a.ssa� i u 1 I* Q � �. � �� � / I l' �✓ /,% � $ G%Q � � -� N�i-�i 1 �"�I �r SBP24�3BD'W �\ � �\ \\ \ Rv�� .\ � � ':�� // /$ � �i �" / � -LPi3B PC S�a.�9+iB.16 i �� ND _ 6^C 3 �3 � ��� \ � � � . . �/ LY ���� i u srai9 is�e� a an � � -� � A ° �` /"� o P � iT� i ��' ° � � y 1 � 1 Q 8 'I� �al��l I E � �� � ° �. `�� �� ��. � // ���y �\ �\ z� � � � i � I I a<,_�� � �� � � � � � �a���,o� �� � ePiae es so. re.cvse / � �', i „' � p � � � ( � � .� u ��� �, I � �� � a��"�O�i/ -aP�a- cs sm. �e.s \ � � /,� . s 'a � `� a I �� iv 3s sc s a oom i �I�� � li ls ��� {� � � � �� a // al� � j j�� , �` s, a �� - I � ���' � r,rciN z� e a� �� u 11 � �, \ ��l � p a��fi°� � °:'\ � ` J / ,EEot�.,>,�EE� 3%� i�,i � \ �-�,�_'i'= \ �.,, iaezi .�kn' �� 4 � % � \\ ��� � ,,.,o \� ��� . . ,PE«<<�� o��� .���E i� o "� \\ � �n u- vcC �� .som = �+ oa e -RPl3B SC SIa.14+50D'J / �/ � � � \ y\` �I � LP13B- PoT SIo.IOs l�l(q'LTI »+���e �c s I 0 I + .. �/ - � i�� � �_ i j� `° zv 1 11 neu 1 _ ' I1 v.wro e ea�ac Q � \\\ \\ \ U ���_ +`' m� I � �/% b / \ � � \ . 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T � -- � __ =� n - - � � — - -- — _ _ _ - _ `� � � � L� "�^,��r.� /� �. `'-'" ``� ""' ' �J,J � V=20 6 � s � .L�� �-O � � ���� � � _���____. --- �-r �� S LCUTDITCH MINGE- �� � � _ --" I_ _► � - C „ _� -� � � / N J N x�, X X x ��rA�Y�a-�T �-,�' �,� �^a I ►► � F�ruRE A�P� -- aern�N II — — — — — � �sr _ Ll LT T SN 3 LT `"'�,,� � _ � REMOVE EX N - � � _ - �,�u2 --- _ __ - -- cuaROHait � - - N_ �N S � N Sto.43 +80.6 = _ Ll CS 8 8� _____ . � ��� N - - i � �� � - __ _ � � GRADE POIN �.� 2 TO 47' LT o �� ' V TOP-222.83' , � �J � / � � ` N' I ' _ _ '- -' NV IN-216.93' � �l � � � � /91�y // � r - �-�r- - --- � INV OUT=216,93' � = i r „�J'-'-''� - � � � 30" RGP � �- � ( -f / � ` 30 -=� / i% � / i r �GIA ��� � `�" _—� .t cxis�irvc a/w � y I ^ 1� � W� 300'TAPER 'Di w Mo� sSMN q, /� i � �`xisrimc ai ti,fr� io�=zz3.ze� /Ri �'roP=zie. : t � �'-�-1 1 ���� � /i NV=216.78' US" INI INV=20�1 59" y. -L f+� � 1NV=218.03' (24" INI / / � y x�S�Wc / � ,� 'X-- GP� i INV=218.03' �Ol1T) � � ' 24"�, � /� }5�---�j / / �'- I X� �� L ! \ � 3 X X X�X RETAIN p� - �.r � ' �v'�w�%-� 1�,�/ �� _X ---p/W M �� /�'S - - `X` Z � ".`_--.�—� � �.� _ e� � 3 _ o � � � �� �� � ` ,, � N _ � r`:;�" =� / � � �` �, � � 0. �N ��� — 9I I �� . _. 5�`�M17`03'S3" I _ �wM _i � -- � -� I N )`� S ,� 580°56'S8"E�� I0.0o,- ( i /� �� 1 �. ��--�- � I � ��� �/ / � �q8"E 64.i�' �j /�� � 1 / 8g°42 / � / ��0 � E 5 6q 82� � � �� 0 � ��� 5HE P DOF \v qRP�� / eav5525 E/ � eP o�� �� N 9\ 6 Aq. 6 � � 5 6�z.g9' `� � 5 .�� �� �� ���a ������� � ��� �� ����VG� � � /1 /�' // o� `yae P� FOR -Ll- LT PROFILE, SEE SHEET NO. 76 Sr� / / FOR -Ll- RT PROFILE, SEE SHEET NO. 76 � ,�'. FOR -RP13A- PROFILE, SEE SHEET NO. 107 �o .o` od cy h �" 5; r� �sti �o � E ��C o�. FD�NSQN �R G `'$9 .m�'� �25�� � r�� ��� 1 Og � � j �' -�' Fn N Z � N � C�/W MON �� '� � o / \ tid 6°j 'IQ O / � �p9 � / � / �\ \S � J� V a5 pcRaO 2� L�, ��266g � � G �2�,,,c', �G � � gM �3 P F' �M �2 Ppg �8 � � D���g83 . u'" �'FSH g P �a �M��� '� p eM 2p 0 �Z��3 =k �J /�.. / z�m � � f�'� 1 -L2LT TS i -u- t�a� st� 1 C � �snz E � -- 2GI-D wrorrr esr � 15" RCP-IV - .. L _ _ �3121 TB2GI � -1 rJlJT- Vt1RlbLF, WIDTH E�ST � f O � P � �� � 7'� � �� � P V I �' Ag5 pG�3 2 41, to 6MM-�E Q ���� pG�b {� N P- PR �3262 - - - �08�� � A8 �� zoo� 0 0 " e c � � � " �ss� � �� RAM f'� � � E M1 � �� � ���' X ��X ��-Q � g22 P� �86� i: V' R�GQ � P�56 -�� h o �`P � ��� x�X �0 F �X PG X�'y �X—� \\qg� p kg6 x = �-�U PN\�� �_ —. _ r^v"�N�,� �.,, , � .�"�r^- . . ^vr� � "',� �}�.� D���� �mc R�w END AREA 2B �� �~ E�� n BEGIN AREA 3 Sto. 444+00.00 = E,vo oouecE F�cEo MEo��N +00.00 147.00' LTJ coNCRErE aaRRiER -L2RT- ta.44&+7/.l5 +00.00 �� ,-v�.k.r``�-�r�4�� �'_.r�ivr4.:r�.:�`+r'�i���+.:r'...�-'�_:.rr'-v'��;�-4- �' DI 3 _ _-------_ _ _ —_--- -"----_ -- C 3106 TOP= �r�cx - - -- -- �wv-� .BL-29 2GI 73` 3l' 00.5" E INTO - _ _=���Fl RETAI� 24^RCP _=_==CAT�1 -- - - ----�► t -__ �� ---- --► \ RETAIN . . . . . . . . . ��'C .�� C-_------- � MEDIAN V DITCH � Je w/MH\ INV lu=� �8 8� SPECIAL LATERAL 'V' DITCH � """" SEE DETAIL DSHEET 2-G _�COVER `\ � . ��' SEE DETAIL GSHEET 2 G (RETAIN) 3�4� PROF �UARDRAIL 36' RCP —L��-L=-- _-----C -----' ___-� .i. _-- __--_ > __ GRAU 3' Y � ' r 35�JT�1FE7�--_ -_ � 2GI �31U �- -_ � _ � _ __ _ - __ _ �'ROF GUARORA/L - ' �_____ --� ___ _ ---�. O • IIIIIIIII � IIIIIIIII - IIIIIIIII � �� ������� IIIIIIIII IIIIIIIII +GRA�IITE - � RSs��� � Kimley>>> Horn oN � �\92 \ ��FiC 10 \ \ GNPRWP�E'PG � gM �95I � � \ � E W009a og q 4g5,PP� �°� \ . eM � - E'� — PROJECT REFERENCE NO. SHEET NO. � ` _i ru/; -�J�l J� ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER R1��7GI�I�ar�.' �%���YC�Y-��-� 4:�q¢bGE93ia t �;r.; ,r i�, ; i. �4,� ��`�'�. . " SF,SI � k • a29a+��� ���026 00 _ G r �acia�F: , , v :,�_,� F�<,_;. s�, M " �-ti-��.:ti ���2,s,y �� � �� � \ \ � �^'�:rii.,-'z;r'�.^;.s'�i�t � ��� DI \\ io� zizFz � �^^�z �:»_:n t�;n,;r �:,�; Nv m-ze}.zs�- - - — - - �- II4P OIJT 203.25' 1 ---------- -- _--, -- -- —_ — — ---- „ �. � a� — — -- — ti�i �`'� � -- �— � � - - � __ _ _ _ -- — — - ----= —�---� i --��������� �__�— �� L ---__---_ �- D��_� " _ - � � � �TURE AUX LANE TOP I2.6� 3109�.�=r"��'�.�,-Y�,.-�.,�.��__ -�� � i�V iN-� � C L � -L2LT - DETAIL GSHEET 2-G �L — oN � �z > -- > - � �u �23'r 2�_ C Nv IN 0 77' �-��g�-��� —�-- � iN� our 20 .60' oo� az RCP ui �� LOCATED O7V 0/M RP � ;��Y,,Y�;�� srRurru�E ��o�E �' =—#_-��N , -- o° � =--L�-�= �� c� � , _ -� �_ � � � -� --_. � �p�� �_ �� J END AREA 2B �f`—=-� i�v ur°5e:3�� ��� . / � '""�-�,ri�-��_ r�^� _ ---� � \ _ �� � BEGIN AREA 3 � �' =�``=�,�, 3104 I � _ ` 5 E DRAINAGE �.,. �,� �-� - 3GI A N r� _� `, U -Ll- POT Sta.444+00.00 - - MAINTENANCE II RETAIN �Z, � ��-�`� � j' � .'Pt � � -�.2i�T- TS .SfO. 44i-1-��.�Q �2.3.��� R%) TAeLE �� f� TIE TO EXIST DITCH \ 1B W/MH �'- T- �T 35p T� 3_�` �� ,\ 4.� �r REMOVE EXIST.- 3105 � � - �'ROP ` � 1 ��� � . .. ��� � 3110 `��N�2 . w'L, t GUARQRAIL \ -� � �'20 j �'„" � =U'{i� � �� fi,��.,,.r`�' -II ���vv �u1Na�ai ^i RA/C -L2RT - SC Sta. 447+60.00 EXIST 36" CMP OUTLETS INTO SCOUR HOLE � �� 36 �RCP N` ,�,\rv�� ` ��= - PRIOR TO EXIST 2GI. PROPOSED 16 W/MH �-��TqjN �' (' �� ' � �—a�;�_ � �;� a�,y MON —� — : COVER TO TIE TO EXIST 36" CMP OUTLET CONC � -�i,._ �-��--�� �l �w ma�' ' -� AND WILL CONNECT TO PROPOSED SYSTEM �I�IaNNEL �' aiw MON ft ,��-x AND RELOCATED CUT DITCH. �NV=223. T�N'�'z��E� �.iw ms :.e�f���»�. �_ __�� "M-229 SEE DRAINAGE �"�� N 3106 MAINTENANCE TABLE ,' � x-- ��_ D �, �M_228 = -;r-_ �, �,Y SEE DRAINAGE C0. M� . v� w��r�-vrti;.r�.�r�'^i- - N�TE RQ�\P1�0� \NC BI ETENANCE RP�\jE 5o���\ON 1N iw -�-E:��� N O M 0 ��� W + v 4irk.�v- �"�"� � l ' FOPS � � -- — � � W ! �� �.. Z Q � � � � N � J � N a•. _ --"' _ � - � J N � I > � > N .- -_ _- -,.� �`�'�`�1�`� J — F"�' - — -- I MC"vE �Y6i.GLlPRDR,A7�. ``- � `�-. �\ �� ` y _ � � _ ` �� E ., �� 7652I39 E� S 64°29'S9^E NERS PSP� Z�� "1 ,U��EPS PSPG �320 �NOT UBIECT TO � � 66 ��; � NOMEOW gM 206 P� \23 S 671.00' S�� E ' 67`9�'20" - H�ME� e 82op0 P� a RIPARI N BUFFER RULE$ k` \ ao.or S 9 `2RT- POC S� .455+60.00 = �x � s se•q�.j3o NpREKP �a9eszo -LI40E�- PC S1a. IO+OCP.00 (12.00' RTJ zae.rr� E 5�s•3a�ir E FRP 6R P 9- F \ 5 76°47'43' E �0.12' ���P PG 53 � DEBRPON 5 az°3z'S2'E � 17�_40' g\p23o pe �23 WPS' �2�3 / -L2RT- CS SfO. 455+80.30 �64'93'S1. E S 82°32'S2" E 5234' 6FA Z��Z � Og \\\2��� F� \23l qi.�e- 80?0' o/ gM 2� P/ SPECIAL NT DITCH wrHINGE � SEE DETAIL A /SHEET 2-G Pls Sta 446+40.03 8s = 2° 34' 4/.9„ Ls = 360.00' LT = 240.03' ST = 120.02' -L2RT- CURVE DATA Pl Sta 45/+7/.60 Pls Sta 457+00.33 �_ ll' 45' 00.0" (RT J gs = 2° 34' 4/.9" D- I° 25' 56.6" Ls = 360.00' L = 820.30' LT = 240.03' T = 4/1.60' ST = 120.02' R = 4,000.00' V = 76 MPH SE =06 A PERMANENT SOIL REW FORCEMENT MAT (PSRM) SHALL BE PLACED ON 1.75:1 (H:V) TO 2:1 (H:V) SLOPES FROM: -L2RT- STA. 452+97 RT TO -L2RT- STA. 453+97 RT. -L2RT-STA.454+97 RT TO-L2RT-STA.455+97 RT. SEE PERMANENT SOIL REINFORCEMENT MAT SPKIAL PROVISION. FOR -L2- LT PROFILE, SEE SHEET NO. 77 FOR -L2- RT PROFILE, SEE SHEET NO. 77 FOR -LI40E- PROFILE, SEE SHEET NO. 110 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 65 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. II �. �. �. lil �. �. . �. ROADWAY DESIGN HYDRAULICS 3�O I LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .... ...�. .. .. . .I... ...II. .. . .. .. . � .. ..I. ...���li.. .. I . ... i... —Ll — LT , , � MEoI AN o,T�,� --- � � � � li i � i I �I P][�E1LdN'[, dNAI[3� 11�L.�11iT5 3OO II I I I I DO NOT USE POR CONSTRUCTION : : � � � � , �I� � � � I '� '��I 2 0 I I I I I I I I ',I � �� � ----- _-- --- --- -- - ---- - P II II II lPE HYDRAULIC DATA - -- -- - - -- - - I' I J - 'i 2 $� . �. �. �. �. �. �. . �. �. . '. EXISITING 6'X6' RCBC �. �. �. �. �. ! �. �. �. . �. . . �. �. . �, �. i . �. �. �. . . . . � . . � DRAINAGE AREA = lIO AC , � � i . . . . . . . .. .. . .. .. , .. . .. .. .. .. .. .. .... � . .... . . .. .. . �I . i .. ��, .. . . . i DESIGN FREQUENCY = 50 YRS Pl = 29/+50.00 � � � � � � � � � I � DESIGN OISCHARGE - 700 CFS � � � � � � � . i . . . . �� . �I -- --- ---- --- �' --- . . . . . . . . . . . . . . � �'�., . DESIGN HW ELEVATION = 248.4 FT . . . . . . . . . ii . . I . . . . . . . . EL = 263.35' � —. - . . - I�� — --- ---- � l00 YEAR DISCHARGE = 800 CFS �� �� �� �.�. ...I �.�. ii �. .�. .�. VC = 250� �. .. i �. . .�...N 270 � � . . PI = 28/+50.00. . . . . . . . �. �. '� � l00 YEAR HW ELEVA7/ON = 249.4 FT . . . . . i . . . I . . . . . . . � K = 1199 '', I I � �n � � � �. �. EL = 253.87' � � � � � � � � i �� OVERTOPPING FREOUENCY= 500+ YRS �. �. i� �. �. �. . i� . . . i� �. �. �. . �. �. V � 80 MPH � � I � � N � OVERTOPPING DISCHARGE _ �127 CFS �. � � i � � � � �� � i� �� VC = 300' ---` K= 479 ovERroPPwG ECEvarioN - 25s.o Fr I I�I � ! 1+) .948b% (+)0.73 5% 260 °' V> 80 MPH � ' i i � EXl TlN6ii GRO ND --,-- - _ ' , ( J0.7395% � __ — — �1/.5 pj — —I _ � �v — — ROP SED 6RA E � -1 /.76/0% il 250 �+l .3218% (+)0.94 0% BEGI M6DIAN DITCH � I END M DIANi DlT H Ll �L J AND RP 8 Ll (LTJ A D f�P7B � � i � Pl =-Ll-� 290 50.00 PI =291 50.000 � PI =-L - 29/+97. 0 I , li EL 26d.42 El = 2 8.90 � - �- EL = 2 8.06I - I' -- 240 � �� II II '� II I -- - -- .... . .. _ .. . .... . . .. . . L�.�.I . .. .. .. . . . I .. . .. . .. . ... . .. .. . . .. . . . . .. . . . . .. .. .. �I . . . . ..III. . . . . . � , � EX ST ��J 6' 6' RC C �� � �i �i �— 2��+6/ I --. -- 230 : - --- � . 'I EL V =' 238. ' �I _ - — — � � � � i � I� i I� � � �i _ �� � I� 22 � I� i-__ I I 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 � I� I� I� -_ ll� - J�_: ,I I'i� _ __ � : � i � I . -_ _ _ . I j { Ll RT : � � �III ill, 'I, I 'I, � I _ _ __ � � � � � � , I� I� , �� , , , _'�, � � '� I � � I - — � �� —� - - �, � T I--- -- '� - ---I_ I -- I �� � 1 � � ,. _ � _ �_- --- - � � � � � � � I I 1 ._ i_ �il Pl =_ 288+00.00 I - -_ _ �I I I I � --- EL 26/.90' I � — I -- Pl = 282+50.00 i� VC = 300' -_ ;� � I i i EL = 256.14' � K= 2980 � � � -:- VC _ 800' ' il V> 80 MPH I i �(+T .9466% ' � I K 1544 � � I -- � � , I I �--- � ' ', ' V > 80 MPH �i I PfROPO ED �GRAD I (+) .047 % � — , — — = - I — _ � ' --2�Q _._ -..--.. _.._ _.._.... _..... _.._. __. _......- ' _... _._.._. ,_ ._ _... ' - -- -. _ - _ — - - —�'',-- -- -- --- --- �--- -__ . - - - �' --- -- - --2�Q_. (+ 0:94 6/ i � ........ _T— ---- — T I' � EXI TIN GRO ND l � - i -- --- T— -- c"�v (+l .5292% ( 11.04 3% i _ _ _ _ � � -- _- - - _- � I- f+10.52 2% " i _�-- ----'-- _ _— _ _ , _._ - -I � - + i -- -- , � ---- -- — —=— ` __—_---_�_�.-- i I � �_� � �Q_ , ----. ......... _....... -- --....:. _... � ---- I ---- ---- ----_ _. '--- —I— I I'---.:... .2.�`Q.--- ' � -- _ � -- �— — ___ _ _' —__ _— __. _ , _, �_____ --- - � ��, II , � I � ��� i ��� i ---24 —��— — ----I�-- —�- --- ----- -- __..... I-.....:. '---.._ - -- -..... ,.�.;..�I - --' -� �I � _ - - - - - — --- -- --- ---- 1--------24.Q-- ' ��, 'I i I - II , I � EXl T�2P 6'X6 RCB , I STA 286,F60 I a I � ELE =H�38.1' T i SEE SHEET NO. 22 FOR -Ll- ALIGNMENT • _4_ _ � (S� ..S...fi 65..-L1 L -- --� --- ---- -23Q-- _..._ . ,. . - � - - , ---- -- -- — ----- -- - -.. . _ ,....._ � _ - - - , N� � � � i � � � PRO lLE IFOR HYD 0 D TA7 ' ii ii ��� i I � I I�i �� ���� i� � I 'I � i , � �� I � I � �� � ��,� a� 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 6 . �. �. �. .. .. .. .. .. . .. � � � �. � II . . � � � � II � � � � . ... . . I .. .. . . RIGNT DITCH PROIECT REFERENCE NO. SHEET NO. � 1-53�8/1-53/l 6E � �. �. �. � �. �. �. . �. �. �. �. . �. �. �. �. . .. .. .. .. ... .. .. .. .. .. I . . . I �. �. .� .� _"_"_"_ ROADWAY DESIGN HYDRAULICS - LEFT DITCH ENGINEER ENGINEER . ..... ...I... .. . I... .. .. .. . .... ...�. .. . . ..I... ...II. .. .. . � .. ..II.. .... ...i... SAUNDERS STR ET MEDIAN DITCN --- � -Ll - LT � � � � � �� P���.���NA�� �z��� . . i � , � DO NOT USE POR CONSTRUCTION � . , . . � � I II �, .�_. .. .. . .. .. .. . . I . I .. . . . . . .. I . I �.. � . I... II.. . . BEGIN BRIDGE �i I END BRIDGE ', i i �I �I II ' '-L1- LT STA.301+86.98 �I �I i II -L1- LT STA.303+82.46 �i � I ELEV = 269.V' j ELEV = 268.56' j ------- --- --- ----- _ _- - _ ' �I li - - J— - -- . . _ - - - -'-- _ Pl = 300+I0.00 � ' I EL = 2697Y I i Pl = 307+00.00 VC = 350' ', �i , EL = 267.06' il �i K= 335 i� I i� I � VC = 300, i � V = 77 MPH , � � - '-- — '-- - - ---- � � �� EX STIN GR�QUN� �i / ( J0. 05/%II II K- 487 - --- -- I V� 80 MPH rn N �. . .. .. . . . � . .. � .. .. � . � . �. �. . . �.-. � " --- �.�-- ---� ��i . � . . . �o - - _.- - �----- F- F -----'� ° � - - - I ( J .472;�% ( �J1.08 3% `� N (+J0.73 5% --- - - - -- --- -- �il \- -- i i �� � iil I I '� --- -- - ---- - \- PR POS D G ADE I I i II I� i i i ' --- - ----- --- ------ - _ � _ : � i i I i i --- -. i � li ii � i ii - - --- - i �\ '� � �i � �II I I � , j -. . I, �� ,i � I, � : �--- �:: I: I I �I i� � � I � \ i I L ' —�--- - .�.. �. .�. .. . ..�. �. �. �. .. �. . �. �. �. � _ _II. _ � J �.�. I . �. �. II... �I , .. . �. ... .. .. . . _ .. ... ..... �. �. .�. �.�. �. �.�. �. �. �. �.. �. � �I �.�. �I �. .�. .�. �.� . II �. �.�. �. � .�. ...�.. �. .�. �.. �. �. .. �. �. �. �. �.�. �. �.. �. �. �. �.�. �. I �.�. II �. .�. �. I . .III. .i ... .. . .. � - i � ii .. .i. .. .. .. .... i�.... .. . .. . . .. .. .. . . ... .. . . .. .. .. .. . .. ii . . .. i... . ..�.il�. . .. .. . .. _ - - -- -- - - _�_I �... .. .. ... . .�....�..-... . ...�. �.�. . �. .�. �.�. �.�. . �. �.�_ �.�. . �. .�. �.�. �.�. .�. �.�. .�. �. .�.�. �.�. �_�. �. �...�.�... .. �. .. ...�. I. . . .- _ _ i .-__. _- � _ . . . . . . . . i ... . . . . . . . li . . III �. . . . . .. . . . . . . . . �. lil �. . . . . . . i . . ... . . . . . . . . . . . I. __ i . .i... . .. . ...I.. . .._ . . �.... . .. .. . � .. ..�i... ...li. .. .. .. .. . .. .. . .. . .. ..li... .. ...ii .. . .... .��i.... ...li. .. .. . .... . .. � .. i ..�li�. . .. �.�. . I �_�. �. ..�.... �. �.�. �. �. �.�. �.�. �. �.�. �.�. �. . �.�. �.�. �. .�. �.�. li �. .�. i �.�. �.. �.�.li�. �. .�.�... .. . .�. .... ..... ..�. �.�. �.�.�. �.�.�. ..�.. . .. .. .. .. .. .. .. .. .... .. _.._ .. .. ..... ...I. .... .. ... I .. . ... 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 � ; �il il II I � �II �'ll � �_ _ __ _ I __ _ _ � : � i I , II � PROPOS D SOU H SAUN ERS ST EE�, � � ---Ll- RT � � i,� � � ; � �, '� � ', �, _ �; � '� -. , _ _ � , � , BEGIN BRIDGE �I END BRIDGE �I � i � � -Ll- RT STA.301+85.68 , Ll- RT STA.303+90.11 � � � � ELEV = 271.51' � ELEV = 270.85' ' ! �i - I �i I , I Pl - 299+05.00 I� I � � - -- T i - --- '� - ----j_ EL = 272.36' : I �!i 1 Pl = 306+50.00 �� _ -- - - KC- 448� i� EL = 269.84' ._ I ' V> 80 MPH P OPO ED (�RAD Ii II 'I I'i VC = 300' � K = 7/4 I � i i il V� 80 MPH ��o, � !+ 0.9466% I J0.3 28% ' 'il 'i ' I ( )0.3 28% � � � ------- --�--�'---- ----�-- N `° ° - - - - � -J .3886% � J0.8 - - - - f -J0:3886 o I i� --- --- N . .. . .. . . .. . . .. (+)a. . — — --i-- — - . .. .... . .. �------ -�-- . --�-- .. . .. .. rt . I .. �. �I �. . � I . �. i r� ��- --�_ i .. . . .. .... .. ----� - ---_ --- }-` ---- EXl TIN 6R0 ND I � I �\ I I il I ��- -- r- --I-- -�- --I_- --- -- ---- -- � I �- --- --� ----- ' i i i I - -- / i --2l�4 I � � - __ I I --- - --- !r--- ---rt--- —!�- ----- ------ - ;-------- I - -- I L=— � � - � i, i 2�Q-- _ -- -- -- - - -- L I -- . - _.... -,- -- -r--- --- � �� � � / r— — ,I � � �� L _ __ _ � �___ �_ _ _- -_ _ _ _ __ _ � i � _ � -j -_ __ i I � - i� i I �-- � i / i i �Q_ i _— �I �I _ _--. � � � � � - - , II I_ �-------- '--- - -- - -- — I I � 2.�` Q. --- -- __ _ ' II I ---- 1 \ ... � -- ..... _ i I _ 'i I I / ' �: __ r _ _ T __ � � _ \ --I-` _ j - -- — -_ - , ' � � � , � � � _� � � � i � � '- 1----- --- ---24 ��,— — �-- �- - ----- _- __.... ' _..._ - -- ------ --- - --.�.. - — --- -- --- ---- 24.Q-- , � I�� �� : - - I� a I I I I I �I i SEE SHEET NOI 23 FOR -Ll- ALIGNMENT I � � � -9- -- - - --- ------- -- ----'— ---- ---- -- --.. . __._., _....... , _..... ,...... --- .. , -- - _... -} - .._ 23Q-- ----- -- -- , � � � - - --- - - �� � � � i � �� �� i � i i � �� �� I ! I i i i �� I o �. I i z�� ��i �I i ,' i I �I � I� �� I � �� I �r" 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 a� 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. ` I� I �I� 1-53�8/1-53/l 57 ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . . I �. �. . . �. . � . �. I . . �. �. . �. �. I . . � . �. �. �. �. . �. LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .... ...�. .. .. . .I... .. .. . .. . � .. .III�. ...���li.. .. I . . ... .i... I I MEDIAN DITCH ------ : �-Ll - LT � � � � � P���.���NA�� �z��� � � � � � � � �_� � . . i � , , � DO NOT USE POR CONSTRUCTION .. .. .. . .. ... ... ... .. . . .. .. . � .. . . .. .. . .. .. � � � � . II. ,. .. . ..... ... .. .. .... . ..... ..... .... II II. ...I ...I . I .. .I... . . . . .. . . ...�. ..I... ...II. . . .. . . . . . .. ... . . . .. . .. ... .. . . .. . .. ...I . I .. .I... ...I. ..'il .. . .... ... . ..I. ....II�. . . .. .. ...I�.. ..... . ...... ... . .. . . .... ..... ...... .... . . . .. . .. .. . . ... . . .. . ... ... . I .. ..I,. .-- .". - - - I-.-_- _ --_ . . - . . . - - - . - . . . _ - - - II�I �I J . - --.. - . . . . . . .. .. . .. . .. .. .. .. .. .. . .. .. .. .. .. . .. . .. ,,, . .. . . .. . ,i . . ..II .. . . . i . . . i . ..... . Pl = 3I6+40.00 i - — — - -- Pl = 3I3+OO100 EL = 26/.55' I� � --- ---- --- ---- — — EL = 260.53' i I i i �n _ VC - 300' � K_ i i i � o �II I oi , VC_ 23�0, K = 454 'i i N V 77 MPH V> 80 MPH ,� � � — � P OPO�ED RADE I� l+J .96013% `� , __ (-J1.0883 — — _ — r — _ — - --�-J.0883% �+J0.30 0% I —'— - Y+JO: 000`, l+10{9603 , \4 — ---- -- � � - _ _ _ -� ' i� � _+ , , ' 'I �I �— XISTfNG ROUND ' � . � , ' , __� - . , � - . _- � i : . --- : __ , i � i � , : __ � il . -- . i I -: ' � : � -- -� : : : ' : I II _ � � % :� � _ ___� , � , II , , __ : _ J_ - I ' I I I I I I — ---- - -_ : � i �� � � _ �I � � � i � �I � , � �� � �i - -- -- -- — — - _ _ � --- �:---: _- � �. I�i I�I I�I � �: __ � � , ' � �� �� �� , �� �, � I _ �� � I� -- I 308 309 310 311 312 313 314 315 316 317 318 31 320 9 � ' � � 'I , i, i, � � : _ _ I -_ l� - J�_: _ � � � I I, I ��� ��, , -_ _ i i � j �, � Ll RT � � � � , i,��, � I I, .__ _ __ � � � � _ � � �, , ��� I � � �,,, � I I I i , � �, - — -- --- � — � _ �, � �_ -=--i_ I :_ �, �, 1 �, , _ �: _ � _ Pl = 3I0+00.00 � � � � � � EL = 267.OY � � -_ � �i � � VC = 400' I I -_ I � li �o K = 522 _ _ il -- Pl = 3I4+90.00 - I - —_ _ __ I • '. N V> 80 MPH i� EL = 259.29' �� I VC = 500' , (-J .8086% (-J1.57 5% ' K = 2I0 - I _ y_ i, i,�RO OSE� GR DE �= 76 MPH I � � � i M � , — ------ — -- r , , �� � .-B�SiI.-N — — — — I I ^i — ^ ' , � — �- � �-- i i --Z �Q I- -- -- - - . ---- - ------ . ----- ----I - - -- - - - � - -.. _-_.. I-..- _'- - - - -- - - - - - -- -- - -- - - - -- - --- - - I_- --- --- ---2-�Q-- -- ---, r � , _�.-- I -. .. . ....� _ - - � i i -?----- � � EX1 TING GR UND - � i� I � � -- i�l i� �-1/.5 55% {+1 8081`, � -,I '� � _L _ � _ __ _ � �__ _�__ _ I _ I � ___ ----- __ � _ __- - -- - � , ,- - i _ � _ i �Q- '�' -- 'I I _ _... _.....:. �' ---- ----------- . ----- - __... _....:. __ �I �I _.: --250 j �I � ' _ -- � � I� � � ----- - - ------ --- -- - , , -- , --� ---. � - - . . . , I ,� � _ , � � � i---=- - ---24 I— _ ��- � ----- ---__.. __...:. �; -... - -- ------ � - - - - — --- - -- -- - 244_-- , I�, II _ _ I� a I I I I I �I i SEE SHEET NOI 23 FOR -Ll- ALIGNMENT I � � � -9- - - - --- - ----- - - '- -- - -- - - - -.. . __._. , _....... , _ ..... ......... --- .. , _ _ _... -} - .._ 2�4-- --- -- -- �' ---- - ,. �� � � i � i � i i � ��� I I a�` � � � '�� '� ' � '� � ' �� �� � � �,�. I i I � i � �� ��� ! � � ��� z � � � � � � � � � � � � i � � � ��" 308 309 310 311 312 313 314 315 316 317 318 319 320 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. ` I� II ,I� 1-53�8/1-53/l 68 ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . . I �. �. . �. �. I . . � �. �. �. . . �. LEFT DITCH _"_"_"_ ENGINEER ENGINEER .. . .. .. ... .�. . . . .. II .�lii .. I . —Ll — LT , , �, , , MEo,AN o,T�,� ------ : � I � ' P���,d�dNA�� �z.��s �� � � � , �, �� ��OUT W�LM NGT�N TRE�T i� i� �� I� � � DO NOT USE POR CONSTRUCTION .. .. .. . .. ... ... ... .. . . .. .. . .. .. . .. .. . .. .. �I . . .. ... II . .. I i�BEGIN BRIDGE �i, i i , , I, END BRIDGE '�i -Ll- LT STA. 324+96.37 I I I I -Ll- LT STA. 327+53.12 i i I ------- _-- --- ------ - - --- -- i ' � ' ELEV - 266.59' �ii � ELEV = 265.38' �!� � ,i -_ -- -- - I--- i � � i , i Pl = 322+45.00 i 'ii �ii �il II � EL = 267.36' � �i � -- --- - --- - --- KC= 355 ' I � i �� - I'— — '-- ----- - -'-- - o V= 78 MPH I I I I , : � : i I i� i i i � o .. . N . . . ... �. . �. . ii .. . . . . .lii. i .. . . . .� i �. . I (+)0 603% (-1 .306 / / ' '.-� (+J0.9603 `� ° - - - - C � I0.5 29% ' � PRO OSED GR DE � i � -I-- - - ----- , (. )0306 � ll ------- ----�i,---- ----I---- -------- - ^ - - -.T ---_---- ---�--- ( J0.5 29% _ - - I ---- --- ---- ----- - I I - � -�- .___ _ --- - �i i i � � _ - -- --- ------ i T : � � � , _ EXl TING GR UND -- -- - + - - 'i �I � - _ i ' I , � i =-- : ��� � /� =_ �'I I' � i �--_ i � � �i � � _ � �I . � I II —�--- - \ � i li - - - -- � I I � � I � �i I ''i .. .i. .. .. .. .... i�.... .. . .. . .. .. .. . .. ... � - Y � - .�_ �_ �. . .��.�. .. .. .. .. . i . .. . . . �i� '�. ... .. . �. .. ^ � . �. . i . �. . �. i . �. . �. . . . . � . - -- .. . -- - -�. _�_I �... .. .. ... . .�....�..-... . ...�. �.�. . �. .�. �.�. �.�. . �. �.�_ �.�. .�. �. �.�. �.�. �.�. .�. �.�. .�. �. �.�.�. �.�. �_�. �. �...�.�... .. . �.. .. �....�. I. . . .- _ _ i .-__. _- � _ . . . . . . . . i ... . . . . . . . li . . III �. . . . . .. . . . . . . . . �. lil �. . . . . . . i . . ... . . . . . . . . . . . I __ i . .i... . .. . ...I. . i..._ . . �.... . .. .. . � .. ..�i... ...I. .. .. .. .. . .. .. .. .. . .. ..I... .. _._ ...i .. . �.... ..��i... ...I. ...�i... . .... .. .. � � .. i ..�li�. . .. �.�. . I �_�. �. ..�.... �. �.�. �. �. �.�. �.�. �. �.�. �.�. �. . �.�. �.�. �. .�. �.�. li �. .�. i �.�. �.. .�.li�. �. .�.�... .. . .�. ..... ..... ..�. �.�. �.�.�. �.�.�. �.�., . �. �. �.�. �. �. .. .. .. .... . _.._ .. .. ... ...I. . .. . .. .. .. 320 321 322 323 324 325 326 327 328 329 330 331 332 � � �i i � I I 'I 'I �, I I '� '� �' - _ _ � -_ ,'� _ J�_: � � �� ' , I I ��i �� . � - I I ' - 1 i� — L� — R T � OUT W�LM NGT N TRE�T I, �I '� � '� I I I I � i-- � �� � �� BEGIN BRIDGE ��� END BRIDGE ',I � � -Ll- RT STA. 324+79.73 Ll- RT STA. 327+28 7 � - , = 31' �i �i �i �i ELEV - 264.57' ELEV 263.� ii i � ; --- -_ _ � 1 i� T � � � � � � � , � � � _ � � ,:_ -_ � I � I , -- Pl = 322+30.00 �� �� I I __ �I �i I, I � I__ EL = 265.27' �� �i I li ._ _: - __ __ I VC = 480' i �I K = 43/ . - -.- - -, : . . V > 80 MPH - _ i : n-i i - I i I j � (+J0.80 I% � J0.3 43% i� I � � � (-J0.30 3% � XISTING ROU�D I � ', - - -- _ i �i 'i ' -�)fk8�8f ` � � j ----- -------- J_ - � i ---'-.�. �. . � . . . . . .. .. -- -'- '-- ---' ---- ° i � . i N �i . i.. , .. .. . . , . . . . .. . .. .. I . . .. .l .�.', ... . . . .. . . .. — — — � � � �� — — — .. �_ . . I I , , 0. 646% � � I� � i i I ---� --- --- -- � I � i � --2l� --- --- ---I -- ---- -- ----- ----_ - - __. _ .... _...._ _:_.__ - ------ - --- - . _- -- - . _ .. r.... _ __ _. _ - - - - -- -- -- ---212Q-- - ' _ _ __ _ � 1 /� I -- - i - -- � � OPD�ED RAD I--- '� T ' `- ��r � } I� - - � ------- _---- �__ � i - - I _- __ __ _ _ � - � � � � i �ii !L- - / _ �Q_ �I I I �� �� -- - -- � - _ -- - � � - � _ _ � _ I I 2.�` Q. --- --- � i � il i � � � � -- - ___ _ ', -- � _ � i � � r - -- � � � � i -- ---24 ,— — ;�-- -�- ----- _ - _.... _.... - -- ' -- __. - - - -� _ _ - - . ._ - - — -- — --- -- - 1----- ---24.Q-- . , ----, ' ' ' \ � i I I ' ✓_ _ _ _ � � I I�-- - ---- ---- I- I----- -- --... __. _ _ i SEE SHEET NOI - � , � I a � 24 FOR Ll- ALIGNMENT 2�Q � 9 � � �, - -- _ ----- - - _ . - - - . _ ,I -- - � � � Q� � � i � � � i i I �'�� � �� I I ' I �� , �� i I i �,� z � � � � � � , I ��" 320 321 322 323 324 325 326 327 328 329 330 331 332 ��� 6 �. I . .�. .. �. R�GNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 69 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .... ...�. .. .. . .I... ...II. .. .. . .. . � .. .III�. ...���li.. .. I . ... i... MEDIAN DITCH — — - � -Ll - LT � � � � �� P���.���NA�� �z��� . . i � , , � DO NOT USE POR CONSTRUCTION . . . . . . . . . . . . . . . . . I . I �. . . . . . . . . . . I �. I . I �... . I .. . -. . - . ... . ... .. .. ... . ..... .... ..... I .. . I I . .II... I . I ..I ..I . I .. .I... .I. ...III .. II . I� . ..�. ..I... .. . � I I I I � HAMMO D ti�OAD I IBEGIN BRIDGE I', _ II', END BRIDGE -- ---- --- __- ___-- - _ —___ - - - - �- -- -- - II Ll- LT STA. 342 + 79.32 ' '� -Ll- LT STA. 345 + 23.82 ELEV = 273.49' �i � ELEV = 277.38' li ' II � -- — - — --- � - ,-- -- — ---- - �:- � �i � i � I I I� � I � I ::�. .-.� �.�. . .�. ..�.... ...�.... ...�. �. �. i .�. lii�.�.�. �. �.�. �. �. �. �.�. .. �.�. �. ..�. �...�. .li... �.�..�ii. .�.�. �. .. il ...III.. ...�... N _ ii ii ii i I Ol. > - Pl=_335+90.00 5% ------- -=------� --- � ---- I � i i i � i ' --- -� _ � _ __ EL 260.92' I I li i ' (+)1.82 � { � -- --- / ------ -I -- ', : VC - 600' li li PRbPOS D �RAD li � � i � _ _ _ - - - - - - � i � -- -- - K= 255 � � 1 --- ------ -^_ -- __ � -. -- -.- --- : V � 80 MPH I _ __ __-- -- i � � � � ' J N(-J0.53 % _ ----__',`-'_ �t - ---- � - -- - '' � EXSTIN GR UND� �i \ �i 7 � II , I I II I \ � --- -- - -- --- 29%; �i � � �� � I ` i \I i � -- - __ _ - -�— -- - - - - - - - � -\� � - - - -- : �i ���-__ il ` __ - / EXIS 30,, CMP il li TO B PRESE VED , ^ I , S��- �4�42 � --',-- - ------ -- - - _i� ELEV = 221.63' (BELOW G IDJ I li _ I� � __ � - ' _ �: ___ (SEE SHT I05 -RP9C- i RET lN � �WILDCA BRANCH FEMA ST EAIunJ �i LEVATIO 2/9.73' � , --- — I - -- - � - - -- - - - _-_ � : BELOW 6RlD' I i I--_ I I 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 ; �i� i� � - ��� _ JI: � �, �'I I i� � __ __ _ � : � i � '� � i � I I� � �� _ � - � i HAMMO 1D ROAD '� � - _ _ I , 1 � � � Ll RT � � � � � , I'', , �', , I'', . , ', , __ _ __ BEGIN BRIDGE ,I ��I END BRIDGE _Ll- RT STA. 342 + 90.47 I � _Ll- LT STA. 345 + 34.97 ELEV = 274.86' � � ELEV = 278.77' i � i � , , � � � i i I li ,� 'i li �� I _ _ T � � � � - -'- ----- � i___ ---- '- ----_ I I I : I � i � � _ �� �_ �-- - - �� I � I � �i � li , -- -- � ,i , � � _ 1 --- _ I�i _ _ I�i � il i i -- - - _ - - -_ _ � � __ .... I - -.. . ... �. i �. �.�. �. . .. .... __ .... .. . .. . i .. . �. N f 1L9-51,�% _ � _ _ _ I I -- � ' ------- + ' i - --- i li i I � I I : ROP SE�� GR E �- � i .--'',---- - I'---- ----� �------ � � �-- ----I- � i Pl = 335+40.00 � ' 'i t+� - -1 �i �� I � i - _- ---- i � - - � ---- - --- - -..._ - -..._ .. _-- _ 7 -- '- -- EL 25873' __ _ . --�� -- - -- \ ---_ -- _�'-- ---� ' Z - '----- -- VC 850' _... -- --f - -- - � 21 Q_._ r �--- _ K 3/3 - � I _ -" i � � � / � -T---- --- o _ _ i - V -� - _-} � i GRO ND i ' � � II F i V > 80 MPH --- - � _ -- r-- I ---� _ _ _ � - � -- EXl TING� N- ' � �� � � � - �Q_ _..._ - ----. ..�.....,.�_�-�- ---- �' _ '-- . :. ._. �..� _ _. '-- ----- -- ----'---- ' - - -- -- ' - I i---.:... .Z.�Q.--- (-J0:5646 , + 1493 . � -- - �- ��\ �I �� - (-J0. 646% � � • � I ' ' I � � � � , --- _ ,, � �i i ___,I ' _ � - - - / i _ _ �� � � � --- --',- -- �-- - ��- --�'�- ----- -- - . __..... ,....--. � --... :. __ ' ------ '� � �� , , , _ - - - - - --- ---- � � _....:�I 1----- ---2_�Q-- 25 ---- ' � _��:.. � J�', �� � I� I' II __ �i RE�AIN li m I EXIS 30" CMP ' 'i 'I I EXIS lNG 2@ 9' 9' RCBC I a i I � � i 4Q_ _� TO B PRESE VED _._ , - ' - _ _ _ ,...... _ ', _ -- i - F ..'. � -- , -- __ _ ' I I I I I I I � - WlL - ECE ATION_.._. 2�9.83' I - -_ _ ... __._.... - -- -- �,� � --- ST"A 3�F+42... I � ��� � pROE l E TFOR6 r YDROC DA A�J II � BELQW G lDl ' � �,f' � �', SEE SHEET NO. 25 FOR -Ll- ALIGNMENT z�� �I .�I . . . . . .. I .. I ...�i. . .. . . .. . . . ���. . . '�, . . i . .. ��" 332 333 334 335 336 337 338 339 340 � 341 � 342 343 344 345 346 6 �. I . .�. .. �. R�GNT DITCN PROJECT REFERENCE NO. SHEET NO. ` I� I �I� 1-53�8/1-53/l 70 I ROADWAY DESIGN HYDRAULICS 33O . I II LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .. . ...�. .. .. . .I... ...I.. .. .. . � .. ..I. ...���li.. .. I . . ... .i... 'i MEDIAN DITCH — — - .�t � �E ��- ��� � -Ll - LT � � � � �� P���.���NA�� �z��� 2 I I DO NOT USE POR CONeTRUCTION I , � �, � I � '_ BEGIN BRIDGE BEGIN BRIDGE BEGW IBRIDGE '�i ' -Ll- LT STA. 348+37.48 � i -Ll- LT STA. 349+66.95 i i � � � � �_Ll- LT STA. 356+61.48 � ��I ' � 1 �I �I I I ��� � I� EL = 280.56' EL 281.20' EL = 279.92' �,i ', � �� 6ARNE ROAD �� ', � ------- --- -- ----- -------- _ � __J- ---- _ _ � --- _ , i , � , 00 �i � Ii Ii BEGIN BRIDGE Pl = 352+70.00 i � � !� _Ll- LT STA. 358+26.35 - — - - — - — I �' EL = 28252' �', -- - EL = 278.37' -- — PI = 346+80.00 VC = 450' 2 0 EL = 279.69' . K= 409 �il i �I I VC = 300' � � � � ', � V� SO MPH � I� I ' K= 324 i � i � li � _ � � � II -- i �- 7 MPH I PRO -0SED G ADE �r 6 I I � — — !4356 e �i C-1 .664Y% I 2 N �4 ( J0.5525% �+J0.5 25% I (+J 435E% .' __ ' -- ---- --- �--- ! i o � I — __ — — — )0.664!% ----- ---- � -- --- -- - — , � � ---- — � ---+. , — _. � -1---- - 6% --- „�— _ — � __— __jI �XIS lNG GROU D T �---- _ -- h--------- - ------ - / i � ----- ----/ � i 2 1 j � I � \ I, -- II' % : i� : � : - \ � i I _ ii \ �ii I�ii / _i i \ i \ / I I II i II JI 1 _ � � i �i ii � i � 2 , I _ � i � � � �� � I� �I / . . . . _ . . . i . . � . . . . . . . . . . . . . . . . i . . ,ai J -- -- -- — . 2 0 .- � �. �. --: � __-_- � . .. .. . . .. li ..�\ /r�✓� .. .. lil .. lil . .. .. .. ... .. .. .. .. .. .. lil .. .. -.. .. .. . i .. i .. .. . �ii . . .. .. .. .. .. .. .. .. . .�... . �.. . ...li. . ._ . . .. . .. .. . .. ..i... ...i. .. .. .. .. . .. . . .. . .. ..i... .. _._ .. i .. . .. .�i... ...i. ...�i... . .... . .. � .. i ..��.�. . .. �.�. . �li �_�. �. ..�.. . �. �.�. �. �. �.�. �.�. �. �.�. �.�. �. . �.�. �.�. �. .�. �.�. �i �. .�. i �.�. �.. .�.li�. �. .�.�... .. . .�. .... ..... ..�. �.�. �.�.�. �.�.�. �.�., . �. �. �.�. �. �. .. .. .. .. . __._ .. .. ... ...I. . .. . .. . .. 4 4 4 4 1 I 2 4 3 6 3 7 3 8 3 9 350 35 35 353 35 355 356 357 358 359 � � � '� �� �� ' J , ''� _ _ _ __ l� - _ � : � � � I I, I ��i �� RAILR AD BRI GE AT AMMON RO�AD __ _ I�I , { ��_ % I', � � � � Ll RT � � � � , BEGIN BRIDGE BEGIN BRIDGE I� BEGIN IBRIDGE �� �� �i -Ll- RT STA. 348+48.7 -Ll- RT STA. 349+81.23 li .: _ _ __ -Ll- RT STA. 356+67.85 ��� GA'RNE RQAD — EL = 282.28' EL = 283.15' EL = 281J2' �� j I� I � I i '� i '� ', ', ' '� ', i �� '� _ _ II r T -I� li I� I �� � � � BEGIN BRIDGE _.�. _ � _ _ I I li i� -Ll- RT STA. 358+30J2 � � -_ � ', EL = 280.20' Pl = 353f15.00 _ PI = 346+90.00 - -- _ VC = 30020 _ __ �'i ii i I I I EL = 28/.02' 'i _ li� '� K= 295 _ �i � VC = 300, � V= 7/ MPN I� K= 456 - � � i i �i � �i 'i °�' o I (+) 7938% -------- ----�-------- +7b��4�°< �+1(� �6% _ OiB, �`' - l�R ', 6RA E I 'i � 'il � V>80MPH � - ---- i � P i � OP SED , � � � -- --- � , (-J i i 0.70 � 28 + 7938 , i � � ( JO N �+)I. 513/, --� -- — — — — — — — — I� --- --- I N � --28Q... ._ -..-.� - - ---- - _- �_-_._. -� ---- �- ------ --... - - ---- � - -_-. -.- l-- -� --!,-_..._._.,_. , _ i --- _ I _ 2.�Q-- _—_.__ _�.. IL�XIS ING GROUVD �I ----- � � — — — — � �v' I - -T- --- --- _ � _ � -- --... _ _._ ... � -------- -------- ---J 1 �— -1Q.9�L8% II � � --- Y _ __ --_ __ �I \ � !-- --- — __ _ _ _ 1 / --- --- -- _ --- _. _ � — ' - ----- '--- - I � i i ZQ_ '� �I _ � ._:..._ !�_ '�, �.----- I' I r-� -- --- � - � 2.7Q.--- , � -- ----- ---- , ' _ � ' � i �� �! \\ � - \ I�'� .�I' __ 1 _ I , i � i I ----- - -- - � , __ _— - ---___ r _ _ I I I -,� � \ � � � �� j _ �li / i �— �- - -- . _.. __..._ ,....--. �i --.._ :. __ -----:_ � _ - - -- -', 1----- ---26 ' - ' �- - --- - -- � ' - --- -- ---2�Q-- - --- -j,- - � I I � ; , C ' I � �� - - �_� - - , � ' / I�i ^I� i � , � , , , , � �I�,~ � � � o� , i / , , i , , -� � i I ` i\ �I I � � i � � � �0- I- --- --- -- -- - ----- --- - - _. __.... _ _....... _...._ _ _... - . - -- ---- -2�Q-- m I I, I, _ _ -- - ---- - - _ �� � I � i � � � � � � � �i � I .� � I ,, , , II, I SEE SHEET NO. 25 FOR = I `� � J �I Ll- ALIGNMENT �. , � , , � I , � � z,� i i i i i � i i i i i i li i i � i ��" 346 347 348 349 350 351 352 353 354 355 356 357 358 359 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � � 1-53�8/1-53/l 7/ � � � � � � � � � � � � � � � � � � � � � � �II � � �II � � � ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER .... .. . .. . .... .... .... . . .. .li... . . . . . . . .. .. . .. I . . .. . ... .. . .. . ..... ... .... . . . .. . . . . . .. .. .. . .. ..i.... � HA�LEY ROAiD '� MEDIAN DITCH - - - - - - : � -Ll - LT �� '�� � '�� � �� P���.���NA�� �z��� . . i � , � DO NOT USE POR CONSTRUCTION Pl = 36I +80.00 i �i '� o:: : : EL = 274.23' � , I�I I � � VC = 600' I BEGIN BRIDGE I II END BRIDGE i I I ,� i _ i � � � i i � i � � � � - --- --- - _ ('-Jl:l7V > 80 MPH _ � � �� � EL 262.49' I Ll- LT STA. 368+08.19 I 'I N r 1// Ll- LT TA. + 9.10 I I I . . — , � �i � - —� — - � --- - 6% i li EL 259.38' ' ------ DZT3% I P OPO�ED RA� II I _ ` _ ��i Pl = 37/+00.00 i _ �� �� i i �`- _ - - i- - - i� EL = 253.90' I� i_ , - - , VC - 500 - '-- ---- -- '� EX'iISTIN GR UND ---__ I 'I li li K= 368 I : : � C-J2.�0 V > 80 MPH � . . 'i � I --- --- -. - " i -- /__ . . . . . . . i . . . lii . N i �� _ ---- -__ i � Y-J1.8 79%a— --__ � N _ � II -. � ___ _ � -- _ -z . I I � --- - -,�---- / — --_— I --- _ __ - — - --- � I r-�.a��9i --- —rt---- � . _ � -- - -- - ; � li� � i �� �� � J0.52 0% - - - - - : -- - - . \ � I -- : - i : ' � � � � +--- - II � I � -- I � � -: . ii � / - li ' ' � i- -- � , _ i II : - �- - - -- - - I ' � I I � � _ ;, ii I� : �� � i� „ ,, I � I I � � (SE SHIi 7/ LIR�I- P OFIL� il �i �; F0� HY RO GATA �� � � � � ��i --i--- - --- -- - - _ _ : _ ___ __- - � 2 �� _ _ � — - - � � . I 'I : � � � � � � � � � � � ', I . I� � I� -- I 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 _ __ I I, -_ ,�'� - J�_: I' �I� � � � I '� I I � , i � HA LEY ROAID I ��i I�, I , � -- _ _ _ � , . 1 , _ Ll RT � �� �� Pl = 360+40.00 � , � , , , EL = 278.25' � I I i i �I �i i a VC = 400' � � � I� � � � I � K= 283 I I I I N V= 73 MPH �I � � BEGIN BRIDGE I I END BRIDGE I ii �, ' -Ll- RT STA. 366+74.26 �, -Ll- RT STA. 368+08.66 �i � , °, �-12.34 e � � EL - 263.39' � EL - 260.19' �i �i 29, ' -- ___--- -__ __-_ _-_ _�PR POSED G ADE II � II i ---- - �. � �i I �r i li � i P/ - li _ __ , � -- _ i i 370+90.00 � i - _ _ _ , � � � � �- - _ _ � � � � � � � EL = 253.93 � � _ _- - 1i --- - - � �i --_ �-J�.342 % �i I�i VC = 550' _ I _ _.._ EXYSTlN GR UND ---- - _ - � '-- - _ _ i� K = 298 V > 80 MPH N � i -- - -: - i 'i 'i - - - _ ��i �i �i I � ` - " - - _ - - _ � � f-J --- _ N '-- _ � 2• 5//. -- � I I I � � � � -- _ � � I i i I � -- Ih�-12 25/%I -- --�----- --- I , (-J0.3788, � -- �� � _ _ T _ _ _ --2�_ --' --- ' ---- -- -' --- ----I�,- -- -- - --------- - -- -- ----- -� - - -- --- - --- -- - ----- — �--_ f - '- - -- -- -- - -- - - - - -- --' _! _.. � - - - --Z.�Q__ _._. . � ��r r I �'� .', , � l i j � __ _ � IL_.. �_ CULVERT NYDRAULIC DATA -- � � I �� -._ __ ___ _ __ 4Q ��i �I �I �� EXISTING 7' X 6' RCBC - - � � / � � � _ .. . __ � �I - - ' ---.. �� . : I _ - - - � 24Q.--- � _ � _. I � — i ' !I,I �� � __�� � DESIGN DISCHARGE - 650 CFS -�: � - -_ DESIGN FREQUENCY 50 YRS I --- , _ , I I DESIGN HW ELEVATION = 240.6 FT �� , � ---2� --'— -- _� I BASE DISCHARGE = 750 CFS .. t.,' _.�. . - - — --- -- -- - 1----- ---Z�Q-- '� � � ETAN E l5Tl G 7' 6'RC C ----- - _..... ' BASE FREQUENCY i _ l00 YRS ' I � BASE HW ELEVATION = 241.1 FT L.� , I , � OVERTOPPING DISCHARGE = N/A CFS �' OVERTOPPING FREQUENCY= N/A YRS �� SEE SHEET NO. 26 FOR Ll ALIGNMENT . Q- I'- - --- -- -- � - I------ -- - -.. . __._. � ' - ---- ------ �' ---...:. ,. . - - - - - .:. --� - ----- _ _. --- -22Q-- i I 1-- - -- --- - --- - - �� � '� � � � � � OVERTOPPlN6 ELEVATION = N/A FT ii � � �� ' � � � � I � �� � � i � �; I i o� I I i N� � z�U �I i I I i �ro� �r� �:,��'� 359 360 361 362 363 364 365 366 367 368 369 I 370 I 371 372 373 �.. 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 7' � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. II �. �. �. �. II �. �. �. lil �. �. . �. ROADWAY DESIGN HYDRAULICS Z O . . . �. �. . . . �. � . . �. �. . . . �. . . . . . �. �. . . . �. �. . . . �. �. . �. . . �. . . �. . �. �. . . �. . . � . �. �. I . . �. . . . �. . . �. �. . �. I �. . . . � . . �. �. . . �. . . . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. �i. . I... .. .. .. . .... ...�. .. .. . .. ..I... ...II. .. . .. .. ..I... . .. . � .. ..I. ...li.. ...I .. . .... ..i... MEDIAN DITCH ------ 280 II �I i i � P���,d�dNA�� �za��s DO NOT USE POR CONSTRUCTION I I . . . . . . . . . . . . . . . . I . I �. . . . . . . . . I �. . � . . I ... I � � . . , , � '�� '��, , , � -Ll - LT �, , ; 270 � � � � �� i ,, �'�, �''�, , �� � �, �, � I ' � BEGIN BRIDGE _ - . . . - - - ---- - - i Pl = 383+00.00 _Ll- LT STA. 386+92.56 __—. __— --- — � II� 260 °' �I �i EL = 247.66' ii EL = 246.09' N � � VC = 300' � I � � i i K= 2499 ii ii -- � ' N------------ ----- I V> 80 MPH �� I ------- — - _ — — ; POR OSED G ADE I — — I ,-- - --. 250 --- ---- --- ---- ---- ____ I� I I I, �I 'I - . . �RO ND �� --- — — -- — — — ----I — — -- — I, — _—_ _'I (-J0. 999% ---7------ �— EXl TING �( 1.5200% ( J0.39 9% j— --- -�---- —-- I � - - - - - - ( J0.300 % il — _ _ i _ : ' �I , 240 - � ---_— --- _— r-�i. 200• - �; -- �� �� � �� � �- -- -- � , --- - : ----- -- --- , � ' : : � �::: �. I� -- � I� ! �'� _ � 1 �, _ 230 I =_ � BEGI SPEClA CUT DlT H WlTH INGE LT. I I - � � i II : Pl = 376f50.0 0 JI , EL 243.50 � PI = +. J�0 I I I I i -� — .- .- 220 El = 2/.98 I I� I �� I 'I I I I � , _ _� -�,�-�� ��-�f '��� -E� ; , ; --'=--- -- - _ 210 -: -- PI =_ 37 +00.000 I � lil I�I ' � I 20 i _ I I 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 � I� �� �� I-� � j � ''� I I� � _ _ __ _ _ _ : � .i I , � �� I� I�� li � -- _ _ I ___� % — � � Ll RT � � � � � � I I I 'I '�, __ _ _I_ � � � � _ � � � � �, , , , , , I'� � � ' � � �i I I I I I� I BEGIN BRIDGE �__- - ----I_ I Pl = 38/+30.00 :_ � � 1 -Ll- RT STA. 386+78.50 T cu � _ i � -:_ - � � � � EL = 249.99, i i EL = 246.38' � VC = 500' �I I � � � N � i -__ . i 'I K= 1790 _ i i, � J0.378 % --- � i V> 80 MPH i � � I0.37 8% ( J0.65 i� . 82% 'i 'I ��', PR POSED G ADE --- ---- --- ---- ------- ---- — — I ------,-- —i---- �I -�I-- i , i-- —' ---- ------� - __.' ` --- 4� -- ( );0.65 2% — _ _ _ I --- � t — �L— � �-_ � � t i- r— I � EXl TING GRO ND � � 4 --- - ' ---- -- -' I --- ----I- -- -- - -------- - — -- - — L-- - — --- -- ----- — --- -------- --- — ---- -- � --- - -- -- - --- --- -- .... �, - --- - ---24Q__ r r ii I _ii -�I i _. �... � � �� �� � ,� i� . i � !� � �F i i l l I --___� _ __ _�____ ___� �__ ___�_ ___- __ ___ _ _ .- -- --- -_ I ___ - _ I _._ --- ---� __ � _- -- , � � �� --- �� i -- �— '�� - 'I 'I _ _... '� �� --- --- — --- _. _ � � � - - �� - __... _... .:. - _ '-_ _ — _ __ 'I 'I ''-- .:... .2�Q.--- � � _ I , ', -�: __ � _ _ __ , _ -- — -_ - � ' � ' i ; � 1----- -- ---22 —��,— — ----��-- —�- -- -----. _- __.... , I-.....:. ' _..._ - -- ------ -- � I �--� 'I � _ - -.._ - - - -- — ,--- ---- � 22_Q-- , � I'� { : - - I� -� I I I � I � j i SEE SHEET NOI 27 FOR -Ll- ALIGNMENT --- I . � � �� Q - -- - -._ _ .. . __.... _....... _ . _....... _,....._ _. ..-- ' i ' _ _. _ _ - -- -.:. -{il --- �v - -- --- --- -- -- i - - - '�I - --- - - - �o� � 'i ; � � � � � � � i � � `� � � � � I I �� ��-, f' . i I �i �� �� �I i � I �I I � � � �� � '� � � I �r" 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 a� 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 73 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... . .. .. .. .. .. .. . .... ...�. .. .. . I .. .. I .. .. . .. . � .. I ...���li.. .. I . ... i... I I MEDIAN DITCH ------ � So�T sTAT -STREE -Ll - LT � � � , , '�� ''� '�� � � � ', � '� � i � P���,d�dNA�� �z.��s . i � , , � DO NOT USE POR CONSTRUCTION � �� � ' I I � �� I I ' END BRIDGE i� I� � , -- _Ll- LT $TA. 388+32.71 '�i I'� �i �i � EL = 245.42' � �I �I i II i �i II I I i i �i ii i ii I ' ' � ' -- ---- --- --- ___ -- _ —___ _— I I - - — - I�-- - , -- -- — , ,� � Pl = 394+60.00 I',i I'ii , I',i � i i i � � EL = 242.40' , � �� I� ' — -- -- ------- VC = 600' — -- --- -- -_, — - : :--- � ��i �i I i �i �i i K = 646 -------- ---- ----- `10.48/4% ' ' V> 80 MPH i� �I PR POS I D G ADE ( )0.4468% - -- I �j .� _�-- --- —__ I I I I r _ — --- ---- ------ � �__ ------I _ — ---- � r--- —�---- � i _-._ I _�, � --- -- ------ ---�' , � — — ---- `-' -7i� 7'/, t�i 6@°. - ---- --r— -- --- _ R—�_ ;-- - r— i � EX TINC GR UND � _-- � _ � ' I � , - �+ : --- - - ', II . -- ,, , � i -: �, — i � . � . - I� : . . I . '� I — �I II � � � - I I �I JI - - -- . - ''� � � , I I �` � � , xisr 66° Rc I .. . . . . �EXIS 42"CI�' P . . I _____ TA- 388�! _- - - _ . _ _ - - -- _ - _ - - .. .. . . _ . . .. . .. . .. .. . .. .. . .. .. . ��� 57A-39€tB , . . ... .. .. .. . .. . . . i i i i � i i i �I LEV 2/84 - � � �. �. �. �. �. �. . SROFKE FOR HYDRO DATA1 . �. �. �. i . ... .. . . .. . �. �. . I�I . �. I�I �. �. �. �. . . � . �. �. . . . �. �. ��.. �. rsEE SH2la 33 Ll T-. . � .. . � . . �. -. �. � � �: �. . �. �. �. �. �. . � . �. , PRo icE FOR r+ro 0 oara � � , � �� I� � I� . -- _ I 387 388 389 390 391 392 393 394 395 396 397 398 399 I 400 401 �' ; �i� i� �I I �, � �I � � : __ I �� -_ l� - J�_: I : � � � '� I - -_ _ . I 1 { — � I� � SOUT STAT STREE � i L� RT i � � � � END BR ' I I � ' IDGE - -- III i � i ' ' _Ll- RT $TA. 388+22.25 'I � li� __ �� i� �� i� �, � �� — EL = 245.54' � �II �il �� ' 'i� _ � � , � I II - -- - .. - - ----�_ II : _ 1 � -_ - I ; � �i �i i __- - I -__ � �i ; , � I� li I Pl = 394+90.00 I I I I li I _--- - _ __: - _ _ EL = 24/.50' , _- - _ � _ _ __ _ 'I __ li '� KC 783 -. - ---- --- -- —° i I - V> I80 MPH I I II � PR POS�D G ADE 'll � (+ 0.5444% � (- 6050% _ --- ---- — I ----- � _ — - --- ' - --- -r � _ E — I — ---- _ _ - i i_ -- -- ' 7 -- —-- I I I I ----- - -- ---� i — — — — — — — — — — — — — — — — 4Q _I_ _, - .. -- - - - ----- -- - ------ - _ ' _.._. ' -- _. I - _ _ - - - . _ - J11.. ..50 0 ....._ (�)015494 . - - --- - --- -- -. .. j � 'I_. _..... I� _._ - ---24Q_._ / i - I _ ---- -- ----- --- _ EX TINCs � GR UND � � I � � r-- � � __ ---, y--- _— __ _ _ ' il -- ---- -- -- / _ __ _ - _ i (+ 0.3644% _ _ � i � \ _ 'I ii , � \ , _ -/--- -- _... � I' --- -- _. - - - - -... .:. -- -- �' _..:.._. . _....... II .'�._ _..---I - �' Z�Q.--- � � ,- � � r -- -- .... \1 _� j r__ P/PE EYDRA sslRc DATA i ' ._ �a��E as� rs 9ooi w« PiPE I I BEGIN SPECIAL UT DITC WIT�I ___ _ , ��.� i __ � oRniNACE �Ea =_ iio g� HI GE RT. . .. . . . .. .. . .. .. .. �. .. . . .. .. ORA/NA('E AREA = 22 AC . I . i '. .. .. .. .. . .. i .. ....... .. . . .. .I... i__-_ ---22 --'-- -... �FsicN FPEUUEr✓cr = so rRs oEsicN F�EouENcr _ so rRs s........... - - Pl -- 97+00.000 -- ----- --- - --- --- -- ------------ ---- --22_Q-- _ � {.. _ - � i -- _-- -.... i--- - -- ---- --- _ � � - oesicN oiscHnRse - 3�o cFs oesicm i�ncr+nHCE sa cFs � Exi r ar cMP EL = 36.26 I � � EXlS 66"RCP GESIGN HW ELEVATION - 226.4 F7� �. . . �. �. �. �� DESIGN h'W ELEVATION 22°.4 h7 I STA 396+1( � � � � � � I � � � � � � i � � i � � � STA B8+08 /00 YEAR 06CNAFGE - 420 CFS l00 YEAR DISCHARGE 63 CFS � � E�ev = 2�s:�a e�e = 2aozr � i�� , l00 YEAR HI�/ ELEVATION - 2266 FT �� � � �� i � l00 YEAR HW ELEVATION 229.8 Fl i , -- - � i SEE SHEET NO. 28 FOR - � � cvF R� of r iNc r REaueNcr -_ Ni4 � a II � � _ I oveRro�PiNc FRecir i� NiA_ Ll- ALIGNMENT � ------ -- -._... --- -- r✓� , oF, „tic oiscHaRCE - Nia _ __._. � _....... , _ ..... . ......... _--... -- ovERroPPiNc �iscrua_,� - _ N�a _ ,. . __....� ------ - - - - - .:. -} - .._ ---- - 2�Q - _ i-� ii i i OVERTOPPING ELEVATION = _ N/A__ ' pVER70PPlNG ELEVATION - __NiA__ , , �, �, �, � �, ��.� .. �. .�. �.�. �. .. , . �. .. . �.�. . �. .. . . .. . .. . .. ... .. .... .... .. . .... .... .... I .... .. .... .. .... ....... . �.�. �..�.I�i. ...�.. . '. . ... .�.�. �� �� i �� � I I �I I � � � � � � ��" 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � I /-53�8/1-53/l 7�f � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �I �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .... ...�. .. .. . .I... ...II. .. .. . .. . � .. .III�. ...���li.. .. I . ... i... MEDIAN DITCH — — - � -Ll - LT � � � � �� P���.���NA�� �z��� . . i � , , � DO NOT USE POR CONSTRUCTION ..... ....i... .. .. .. ....... ....i... .... .. .. . .i... ...I... .. . .. .. .. .. .. .. .. .. .. . .. .. .. .. . .. i... .. .. .. .. . ..... .. . .. .. . .. ....... . . . . .. . . . .. .. .. . . .. . .. .. . .. .. .. .. . .. .. . . .. . .. . . .. .,�. .. �. I � � I � I . . . ... . . II .. ... �,i . . ..... ... .. .. .... ..... .... .. . .. . .. . .. .. . . .. .. .. . ... � . .. . ..... .I..... ..... ........ . ..... ... .. .. . . ..... . ..... ...... ..... I... . I .. .�... .II... I . I ....I ... . . .. I... .. . ...I . .. . . ... ..... ..I... ..II. ....... . . . . . .. ... . . .. . .. .... .. . . .. .. . . ...I . I . .. I... ..I.. .I,I .. . .... .. . ..I. ..I. . .... .. ...I�.. ..... . ...... ... . .. . . .... ..... ...... .... .. . . .. .. . .. .. . . .. ... . . .. . ... ... . I .. .�II� .-- --- - - - _�I-.-_- _ --_ . . - . . . - - - . - . . . _ - - - II�I �I � . - --.. - . . . . . . .. .. . .. . .. .. .. .. .. .. . .. .. .. .. .. . .. . .. ,,, . .. . . .. . ,i . . ..I .. . . . i . . . i . ..... . Pl = 404+00.00 �i �i �i EL = 246.60' '� 'il ii i i � VC = 600' 'I � , � �� I� ' �, -- ---- --- - -- — V > 80 MPH � � � - -- -- ,--- - � : . K 570 i I I� I I I �I �I N(+)0.446 % - - - - - - - - - - (+) .4468% ( -J0.60 0% I I '� I�I I�I � � PR POSED RADE li I II � �- - — --- ---- 1 i I �I I N - ---- - -- - '� , (- 0.60���. - - ---- - --1--=- - ---- � _ � �- - - --+---- - --'- _. -- -.-.- - - - '\--EXI TING GR ND ��,I- --- -- - - j - -- , __- - _ :— _�- - --- i �I _ i T , _ _ ' � � � - , � . --- - � � � � - . � � � : �-- �:: '� - � I I - � � � _ I JI I I I �r� P�rr ��r�R� �u�.�irr.H �_ - — . - I - + � A PI 4/4 50.00 I I ��� B GlN SPE IAL CUT TCH � WIT HIN E L. ST = 408+ 0 I ii - 4 OOl% i � PI - 407+5 .000 . I I --- -- - G SE SH�ET I08 , END , SPE ,lAL �ATE AL 'V' DlT H L. , E = 243.5 - � 14/ I{3�6 - R 3B- F - � ', : _: : � -_- � �:. � I �I RE AINaER F 'I � EL 241. 0 � il � � � � i � i � � � � � � �i _ �� � �� __ I 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 I, ' ' -_ 1 ' J �, �I � ', _ __ _ _ , , �I : � � � �, ', I I ��i �� . � � -- _ _ I 1 i� — � � Ll RT � � � � � � I I I 'I '�, __ _ _I_ � � � � _ � � � � �, , , , , , � � � '�,, , '� � �'� �'� � � �� - - T � � - - � � ! _ � . � 1 ; � � �� �, � , , , , Pl = 403+90.00 ', ', , , , , �, , , __ EL = 246.40' I I -- i I � 1_ ---- , VC = 900' �i �I I _ _ I ___ � __ _ _ __ _- -- - -I' � : K = 783 i i �o V> 80 MPH � li � � v - - �+JO. 444% - ( -J0.6055 °, - _ - - - - - , - - - �- - _— � ROP(�SED GRA�E I I � N . �: . �. I � . (+J0.54 4% I i I � � ' � --- --. — . — �-- . . . .. ' i �. N . . . . . . . .. .. . .. .. .. . — .— —. _ _ — -- -�-- . , .. i . I _. . _. - - --- I� _.__._. �' - _. _ _ I _ L �-J .6055% 4Q -:.-- II ' -- E ISTI G G OUNC� -- -- ii --....�--- --•'---- I'�__ _. _ _-- _�.._ --24Q_._ ----_ -- -- -..- -- - -- -- ! _ - ---- - - - - _ _._ _... _... a� -. _ ---- � — — — — — — ( J0.604 % - --- - �- --`--- - - - - - ' '�i ii � - - -- - --- - -- - - ----- +J 0.3644` � --- �= J l.l750% --- ___ � _ _ I Pl 40l 50.000 - I - - - - , _ - - �� El 23 90 - � � - - �', _ '--- -' — - ---- ' �- �.... _ ---..._.. -..... - -..... _ -.-.--_ _...- ---- _. _ - - -I- -- --I ---I--_ Z�Q.--- . E D SPECIA Cl1T DlT H WlTH ING� RT. Ii _ I - - - -- - --�: - _ PI - 404+00 00 � ' , - -- -- - � EL = 236.39 � i � � �� ' � -- I� i ---22 --,— - -- . . ._ -- - ��---- - -- __ _....... _. - - .._ ,.... -- - ------ -- - - - - - — -- -- --- -- - 1----- ---22_Q-- - I, /- 405+ 0.000 S A= 407 50 I� I � I EGIN SP CIAL CUT DITCH Wl H INGE RT. ' i , L = 234 95 ��I � - 32.6 �I {I _ _ _ �i� I � I I I 5 E HEE I09 i I ' i I SEE SHEET NO. 2 FOR - 9 Ll- ALIGNMENT � �� Q � --- ' ___...� _ _ ,........ _,.--... ..p _ - _ - - -- - . -�- --- ---- - - --- - - - - , ---- -- - -- -- -.... _ !3 - F R -- .. � - -.... . � _ «,� I I R MAI�DER OF' I I �� , , � , � P OF! I E ' o `' i i I �i ��� �I . , �� I . . . . I . . � � . . . . . . � �. . .. . ',. . . .�. �� I � ��. a�'� 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l 75 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. . � . �. I . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .... ...�. .. .. . .I... ...II. .. . .. . . .. . .. . � .. .III�. ...���li.. .. I . ... i... I I MEDIAN DITCH ------ I � P][�E1Ld�dNA1[3� 1�La�1V5 . . i � , , � DO NOT USE POR CONSTRUCTION .. .. .. . ... .. .. . . . .. . .. . . .. . .. � . . . ... II . . II II I � -Ll - LT '�� � '�� �, ' i i � � �� i � 'I i i i i i� i� I� i i I � _ I' � — -- -- - !_-- - -- ---- --- --- ___ -- _ —___ - - I'� I ' II ' - - --- I �ii � ,i - - : - - I'i - - 2 . . �II � �I I � � � � ' � �i li li i li � m i �I M � N.. .. .. .. .. . . .. . . .. ... I �. .�. i.. ���.. �.�. �. ( J0.60 0% i� -- -- i � --- ---- ---- --- I I � P OPO ED RAD I � i . --- � ---- � � � i � --- ---- ( J0.437 / �R�I XISTING G OUNU -' - - - ��- --I - _T- _� _ _� -- N - - --^- -�- , �I -L- �-106050% _ _ _ __ _ _ ( J0.6 4/% �----L- _�_ �� �� -� ---- - - --- �I i : i -- �I i ii il �i ii iil ii iI ( 10.4100% : i i -JII - � II JI � BEGI SPECIA CUT DIT H W TH lNG LT: I II EL 236.75 I� h�l = 20+80.00 ii li , I � EIF= 36.40 � BEG! SPECIA CUT� DIT H WITH INGE�i LT. �i ----- - --- - --- --- - -- - - - - -- -- - - � I� I� Pl = 428f50.0 O I� � � ', : _: : � :- -: _- � I EL 230.97 � END SP CIAL CUT DlT H WI H INGE LT. '� ��I '� ' ' � �i PI rt 42 +50.000 I� �� �� I� . EL ' 2 5.22 I - - - - -- I I 415 416 417 418 419 420 421 422 423 424 425 426 I 427 428 429 � � � I � �� � � �� �� I I� - j � �� __ __ _ _ _ : � i I I . _ . I j { - i I� i �i i �i II �i �I i � ii I�ii �ii I ii , - -Ll - RT ; _ , , _ __ �. - � � , , , , � � � ��, , - - �� � ''�� ''�� � � '� _ - �� � T �� ___ - -- � _ -_--;_ �, : ' , , 1 � � _ ,. _ � _ � -- .- - , , �, �, � � � � -- , � -- � ; , � � ��, ___ 1---- _ �� � __ �� _ _ � __ __ _ _ _ __ _ '� __ . I : - -: - -- ,I � __- � � _- - =_ _ = i =_ � II I � � � '� I � I � I NI ' �, , , � � _... __... � i _.._ I- - _ _- - -..._ ---. _. _... _.. - -- - -- -- ---- ----- -- --J-- -- - - � 4Q r-�oso 5i... - �, I , --- , ,-- �---- _..a. 24Q__ _ _.... - - I T -, --_ _--_ -- __�_ -!- ---- - I - -- -- '�-P OPQ ED RADI�-- -T- - I'-- ---- -T- ---- M --- --- � -- --- -, � I - __ _ - � J0.I055% N -- I --- - �-- ' -- ---- --- --..�- � I'� I'� I�---... :...- ------ _. XI�Tn[�__. Q�N�o.... ;.. '- ---..__ _. -- _ - � - - - --- 2�Q.--- , I --- -- �, � . � — — — — --- 'i --- -- i �- 0.5/l4% - - -_ _ __ -- __ __ _ _ II ' ___-- - ---- � -,� � � I� I T --- i � ', I , �i I I ---22 —�— — ----�-- — - ----- -- __.... __..._ :..._ � _....... _.. ---- -.�._ -I� -- __.. . - ---22_Q-- � I -- -- - ,_ _ � I� PI - 42 �50.0 0 I � � �D � 2E�C� L CUi- Dl CH WITH NING,E� R SEE SHEET NO. 29 FORII Ll- ALIGI BE6� �2 .47 A CUT DlT H W TH ING RT. � l- 427+0 000 I _ NMENT � � i I � � I � i � � �------- -- --- -- -- — ------ --- --- - -.. . _ _ _ --... _. _ - ----- ---- - _....:. - ---- - ' _..._ _ - - ... : - . -- .. _ - - -_ _ --- --_ _.------ --- --- - - 2� Q - �� � �I I i � I � j j ' ' � � I ' � j ! �� �� I � �I I I�' � � �� � � � �� �� � � �� � i �� ��� �� �� i� , � � 'I I� � � ��� �:,�� 415 416 417 418 419 420 421 422 423 � 424 425 426 427 428 429 �.. 6 RIGNT DITCN PROJECT REfERENCE NO. SHEET NO. � I l 53�zs/1-53/l 76 ROADWAY DESIGN HYDRAULICS Ln . . . . . . . . . . . . . . . II . . I � � � � � - �� �� �� �. . �. �. LEFT DITCH - "-"-"- ENGINEER ENGINEER .... ..�i. .. . .. .. �I... ..... ... .. . . ..I�.... I .. .IIII... . .. .. . . ..I... � '� —L� — LT �' il MEDIAN DITCH ------ . I I P���,d�d���a� ����� ' , , � �� � � � � � � . � � I � � � �� � I , �� I . DO NOT USE FOR CONSTRUCTION � GRADE POINT SHIFT _ � -Ll- LT STA. 438+80.68 (23' LT) � I I i I i ELEV = 225.25' TO � � I 'i i i i� i � -Ll- LT STA. 438+80.68 (47' LT) iI I I II I I ELEV = 226.21' I � ------- ------ --- --- -- -- -- J _ i �_ �-- ----- _ ---'--- - -- -- --- Pl = 434+00.00 II Pl = 437+00.00 � EL = 228.45' ', ', EL = 226.35' Pl = 442+50.00 � VC = 300' �I i VC = 300' Pl = 440+10.00 ', K= 3/58 K= 3332 EL = 225.42' ; EL = 222.76' '� -- -- - -- - - � 80 MPH �i � V > 80 MPH VC = 240' - - I i VC = 240' _ ---- --- ---- -------- • ° I /� � GR DE i I I K= 482 I K= 473 N(-J06 50/ V I PRO OSE' I V> 80 MPH -- --_- i(- o , V� 80 MPH ( 10.4/00° - -� - i - --'I- I -T- ---- - I' ----L- ( )0.600% Jl.l 79/, I� �n - �-- -T- i - II �-J7.1 79% N R � ( J:7000% (�J0,6/ 0% -(-'ICI. ZT,T - a...- - N � —�i-- --- I— _,._ — EXI TlN 6R UND ---- — — _ -- —`— i I —1�OQ° I ' — �—' -- __ : � RE AlN �i , . , I i'-1 /.l 00%- -- END SPEGIAL UT DITC WITH Hl �E LT : _ . � EXISTING 8`x8' RCB � '' i Pl = 432+00.0 0 . '� r�� � F�ETAI '! I, ' i� � � I EXlS lNG �2C I'x6' RCBC � II I - � �i �� 2�� i - I '� I _ i � i i BEGI SPECIA CUT DlT N WNTH ING� 1T. l=�h42+ 0.000 - �Fl�QO:� ---- l = �20.1 ----- - 1_=_�4�i 94 - EL 22/.73 �� �i � I = �I8.9 � -I � I I � � �� _ _ _ , � , �I il � I�I �I i � __ __ � � � � � � � � i � i i � � � , .. r: I� li li 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 : �i � � 'i� : : . - _ � . . - - I ��II i i I � I - - I - _ I _ _ �I �� -- CULVERT HYDRAULIC DATA ' I i EXIST 2 Co IO' X 6' RCBC W/ SIDE i i TAPERED INLET AND I@ 8' X 8' RCBC I I _ -_ I i DESIGN DISCHAR�E _ 1500 CFS � - I I� — L — � DESIGN FREOUENCY = 50 YRS I� I� 1 RT � i I H ATl = l 7 FT DES GN W ELEV ON 2 8. I : BASE DISCHARGE _ 1600 CFS ' ' -- -- BASE FREQUENCY = l00 YRS I� I _ _____ __ __ BASE HW ELEVATION = 219.2 FT : I 'i - - - _ , : - � i OVERTOPPING DISCHARGE = N/A CFS � I N i -_ 'i OVERTOPPING FREOUENCY= N/A YRS , � I OVERTOPPlN6 ELEVATION = N/A FT Pl = 442+00.00 - - M �I _ _ I - EL = 223.33' `� I VC = 300' N (-J0.60 5% P P R K= 3/75 �o ---_ _ _� - - --__ - - I _ _-I-- �- ---- -_ _ _------ > 80 MPH cv - - --- ---' -- ---- ------ - �_ 1_� - --_ F V, - N � - - - il - - II I - .605$'. .7ZT 6°,T , ' EXl TIN� GR UND r -- -- -I- - � - - - - � � �� _ _ ---ZZQ.._ ---------- I '- - --- ----- ------ ------ -- - ---- _... _..I. _ �.7._ � _ _. _. --- - --- -.... - � ---- ----- - - - -ZZQ--- -- �- �� --- '� � , � _ , ---- - - -_; -- -._ . — �I . .. -- - � EXI TING BAxN' RC6C �� � ��, ETAI�N '� --- I I _ - � � EXISTING 2@ I'0'x6' CBC �-� 0.5067 , - _- �- --' - � il li ii � �� �� � �i i � -- _.I. _. _....... � - --------� � �......... I------- � -- I ---- - --- I -----� -- ---. 2]_Q- -- � -- --- -- . . . . . . I . , I . . . L J . . . . . . . .. _—_— BEGI SPECIA CUT'� DlT H W�TH INGE R7. � I�� � _ __� � � � --' -- i _ I P� - 44/+50:00 I i-- -,�. - �,_ _ _ ! � � � � � � � i EL - 2/9.78 I � ' ' I �i i i ---ZQQ... ------ ----'-----��-- —�- ��— - ' -- - � �� � � � -._ _..:_ _... -- ' _ - - - � _.. �.:.... - --- -� _ - - - II - -- ---2Q�_ - ' �CN ITH,i HlN E..-RT. __ . � � � , E,ND... PE�IAL � D- l = 4 3+00.000 � I�I -_ � � � I i� E�L = /9.02 � i I � I �il i . � , IQQ � -- ------- ---- -- --- -- -- -- - ------ -------, -- ...... _....... - ' � I -- .. _... _ 'r -- - - --- - __. _...._. _ - -- - - _- - ��� � � � i � � � � � � I, �� � � �, �, i�� C� � Q � � � � � � � � � i � � � SEE SHEET NO�� z � I I 30 FOR -Ll- ALIGNMENT � �, �, ��� �_ �„"' 429 430 431 432 433 434 435 436 'I 437 438 439 440 441 442 443 6 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. �' /-53�8/1-53/l 77 � � � I _ _ _ ROADWAY DESIGN HYDRAULICS . . . . . . . . . . . . . . . . . . . . . . . I . . �. . � LEFT DITCH ENGINEER ENGINEER . ..... ..I... .. i... .. .. .. . .... ...�. .. .. . .i... ...i. .. . .. .. . � .. .III�. ...���li.. .. I .. . ... .i... -L2- LT MEo,AN o,T�,� --- END AREA 2B � � i i i I �� 1P1[81E1Ld�idl\'�ff8�" �1L:�Iv� -Ll- LT STA. 444 + 00.00 no Hoz ose Ron coNsznocT�oN ELEV = 221.86 i 'i � � I i I I� BEGIN AREA 3 , , ' , , _L2 LT- $TA. 444 + 00.00 i � � I� i i � I ' 'i ' ELEV = 221.86' � I I I �� i i I � I' � -- _- -- - ! -- _ ___-- -- _ -___ _- I'� I ' II ' --- � ��i i I �i �i - - : - - I u� .. . �I i �I I � � _ N. . . . . ... ... ... . . . .. . . . . . .. . � .. . . . . i . . . N�.�.�. ... .. . �. .�.�. .�.�. .�.�. �. �. �. �.�. �. �. �. �. �. �.�. : :�. i �.. �. :.: �.II�. �I �.�. �. �. - .� _ �. �-. . . . . . . . . . . . . .. .. .. . I . I �. �. �. . I I � � . .. .. � . ...�. . . i.. .. ���.. .. .. .. -- � i PRO�POSE GRI DE _ o i i i i � � - � � ��8. - - - --a- -/ f J C�.6500% - (-J Q 900% - --- ---- ---- - _ -, I _ ;-:-- 7QQ�--- _ _ ' ' I� � li --- - _ : - -- I � ( 1/2850% EXIS lNG GRO ND ( 05 0% j - - _ ._ _ � - + - - I� - _�' _-. � _ ` � J 03/93/ , ( J F6000/ -- } - - �--- - __- - _ -_ --- ---_ l-1 .2992/< - - __ ( I0.6 00%', ---- - END SPEEIAL UT DITC WIT Hl �E T. I I I I I- - BEGI CUT Dl CH LL I I i� P 4�1+0 .000 � I I � � " - �ND UT DITC U � Pl 45a,f00. 00 I i _�q� f �p Pl = 45+00.00� E 15:3 � , EGllt _SPECIAL CUT ' DITC WI H_ H NGE LT _ l= 2/8.98 EI = 217.64 I I �/�:&� - I El 12�29�B.B6� I I Pl 54+50.00 I I _ + � Pl = 450 00.0 0 I I �l 12.36 El - 2/833 BEGIN EDIAN V ITCH RT EI = 2/4.6 PI D 4 3+0 .000 �,ERA V DlTCH RT. ii BE IN SPECI L LAI 'I Pl � 44 +00.000 II -�, i7ER L V bITC RT. _ - ---- ' - -' - - - 1 : ELII 2 7.3/ 'iEND ME �AN V DlT H R. I7275 � /-�3� .�,- I EL = 2/3./5 � � - - '� : . ---- �:. iBEGI SP�CIAL LAT�RAL V DI CH T. � i il � Pl = 450+'50.0 0 i� � �� �', � �EL = 2/5.�8 I I I SEE ISHEET NO. 31 FOR -L2- LT ALIGNMENT � __ I � 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 � ' I, I� �� I , � �i � � _ _ -_ �� - ��_: � : � i i I _ % j { - I �I I �ii �li I END AREA 2B LL- RT i � i i � -U- RT STA. 444 + 00.00 '� � �I � I� � � I� ELEV - 221.93' II I�I '�I I 'i BEGIN AREA 3 I __ III ii ii � ' li �i � II - -L2 RT- STA. 444 + 00.00 I� �� I� �� � ELEV = 221.93, �� � i� i� i _ ', � � ', �� '� i i � I I -- II �� � 1 -- --- � �I � i� ___ � � � � � i� -- -- � , B GlN CUT ITCN LT. � � � I� li I Pl = 455+47000 I I _--- _ ___ -- i � :_ _ il -- I - -_ _ ii EL 2/2:55 _- N ... .. .. . I -- -.- -.� . . . .. . . . . .. _ .. . . .. . . ....... . . .. .. .. Pl = 454+50.00 - N --- -: - - � - _ I EL = 2/4.58' VC = 250' N . .. .. .. . . . . .. . . . . .. . . I . . . . . . ���0. /-', � ' I K = 897 -_- i I i V> 80 MPH � � ' PR POS�D G ADE' ' --ZZQ _.._._ _._, _ --_ , _.__._. .._...... _ - - _ - -. _..... i i _.._. I� - _ _ _.... -- . ' _...._.. --. I i - - - - - _... _ ... - -- --- ----- __..irn.---22-Q--- f � �-- - � ...... ..- -- ,. ... i _._ �� ----- - - -. �. . �. �. . ... ... ... . . . ` .. .. i . . .�. � �. i � � -- - i M __ N (-J l.0 00% - -- I -- - (-J-0. l00% ---- - _ _ ___(-J0.641-,- - li-- -J0:8I400. - -- ---II_(-1 .766 % `I! E lSTIryG G OUNQ -J - 0 0 - 1/ - - ( J 7 0% ( J0 42 3% � 7 0 I 0/ - 7/ : 2 - - , 4 - � Pl -44 +00:000 : � i I -. � ----:.. F r.-. -..'..:. -. -.:,. 400 °, (._ J _Q.7 4 7... _ 27 �---- _....- - -_�_--_- ------- _ Q. - - -- --- - - _ El 2/ .50 ...... Pl =44 +50000 -- (-10.300 % I I I _.. _ EI = l6.11 � J 300�% _ -- --- - 44 +50 000 i i ,� - - - - - L - - - - _ � + , _ -,�: _ P� EI = 2 Zll -- PY =45 +47.Q00 _ - - - � BEGIN S ECIAL CU DITCN W TH HING RT. Pl 449 �00.0 0 � -_� �I � E/ = 2/ .60 , Pl = 53+97.00 � --20 --�'�'- ---_ ......... - _... __..._ _....... _- .._ - -- - ..... _..._.._ --. . . _.. __.. _ 1----- ---2Q.Q-- _. _ _ � Pl = 443 50.000 ' E/ 2/2 ' '� EL 208.78 ' I i EL = 2/8 2 �53 �� I' __ Pl 453+47. 00 I I � li � i SEE i � � �� EL 2�0.00 , � � I I � i i I i --- .. _ - -- ---- - - - - SHEET NO. 31 FOR -L2- RT ALIGNMENT - ---- - 14Q - � -- --- _ I----- I--- - -.. . _.... _....... �I _ �, i� --.._ I I I I I I 1 ii ^ i � � o~ i I I �i N� , , z��� I � i � II i i I, i I I� � ��" 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. ` I� I �I� 1-53�8/1-53/l 98 �j ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � ! � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER .... .. . .. . ..... .... .... . . . .. .li... . . .. . . . .. .. I . .. I . . .. . ... .. . .. .. .. .. ... . . .. . . . .. . . . .. � .. � ...I .. I . .. .i... I I I I I MEDIAN DITCH ------ -RP6 D- , , , , � , � � P][�E1Ld�dNA1[3� 1�La�1V5 � � i i i i � i � � . . � , , � DO NOT USE POR CONSTRUCTION Pl = 25+20.00 I ' I ' : � EL = 300.87' i � VC = 200' I i i Ili Ii i K= I00 �ii �ii II V= 53 MPH I I I I � �� i i I ------- --- --- --- -- - ---- -- � II', I' � - -- -- - !_-- - �- li I i �+) .7147I a � �� i i� �+) � �// �' iI ' - - - ���� i � _ � - - -- PRO OSE GR DE i �l�� ��i �I �, I',I _ - - - --�',- - - : : : � END GRADE I i I �I _ � � �yJ � � _RPbD- $TA. 27+12.75 i� �� �� �� � �� ' � EXl TING GR UND i ELEV = 308.03, i � i I � _ _ _ _-� -- - � - -,' i � � i _- � -_ � � — � I i _ � �- i � i i � � �� � � � � // y' ��O 6 g6�� END PEC I AL L TER L �, II —_ I li � : � -- 'V' DlT H l�T. � ! �� �v 2�5� �� / E/ = 7 0' ' li ' I �I ---L+)5. � J , i I J_ , �� -- - -- - - —� — --- — — --- - — -"' BE�IN SPEGIAL ATERAL ' � I ,V' DlT H RT. � i� ii �i� Pl = 2 +40.000 i �i EI = 2 4.53 I - -- ----- ----- - --- -- - - � _ _ �� :: � �:. 'i �I SEE SHEET NO. 20, 21 FOR -RP6D- ALIGNMENT �I ' � � � � i � � i I� � � �i _ �� � I� __ I 19 20 21 22 23 24 25 26 27 28 � �i i I I I 'I '� '� - : _ _ -_ l� ' - J�_: _ � � � I � I , � - -RP A- 1 {I � � � 7 � � � � � � '�� '�� '�� ' '�� _ - _I_ � � � � � � � � �, , , , , , � � � '�,, , '� � �'� �'� � � �� - - -- ;� _ _ - -- -=--i_ I, : _ � 1 � -- - _ � T ' -- - , � „ _ �� � � , , , , � �, � � --- -. _ __- -- � ll � i � � , I , BEGIN IGRADE -- -.. I _ i II � , � i -RP7A- STA. 10+00.00 __ __- _ �i � �i I�i ELEV = 260.96' i - --. i � � � I � I END GRADE 'i ' ' -RP7A- STA. 22 + 74.91 i il Pl - l5 f li i _ - - - ---� - - --- , -- --r— --- --� - 92' �' Z1Q_._ I I 20.00 ELEV 243. � - -- 'r Ir--- - --- i� EL = 258.15' - i i � i-- -T- --- --- ZQ °�', -- -- - -- N � VC = 280' �i � � __ - _� K = /54 '' I _ - I�� V = 60 MPH ._ __ _ __ -- - : - - _ i '� _ �Q_ ---� --,r-T- I' ----- - ----- � _ : �__... :.._- ---.._ _. ------ --.... :_ _. _ '--- -I�---- - ' _ -- I�-:..:... .Z.�Q.--- _.. - -- --- - -- --- --- - - -- -- ----- - - - - 5404 , (-J , Pl 2/+80.00 � _ � � 363 % -- �R0 OSE GR DE I 'i ' �, ', - - '� - - ,_ _ EL = 242.55' i - �. _ __��_ - ____ , _ � _ _ _ _ _ _ -__ I� � _. VC = l80' -- -- - - _ � � � � � _ � K = 47 ---2� --'- -- ----��-- _ � --�'- ----- __.. __...:. '__.... :..: - - - - _- - I - _. _- -.-. _ ..., . -- - .. ��. - � - - _ - _ 2..�2Q-- � � , i E/S�l G� OUN � __� � - j-- V 34 MPH i - � _ � -- _ ..._. _ , ' �i �-_ I I END'' SPE IAL s ,BEGI SP�CIA - - LATERAC V DITCH r � � �i I � � I I LAT RAL V Dl CH "�2.3 6% I, (+11.4435% Pl i, 2/+ 00 6 m� �- - , --- -- -- i r----- -- - -.. . _ _ _ I' , l = 2�+60. -- _ - - - , El � 238. 0 ....... -24Q-- � � � � I, � � I � 'P Oi7" .. I � �� � ' , , ' EI = 237.59 - -- �--- - (-J OB538 . �' I I� SEE SHEET NO. 23 FOR -RP7A- ALIGNMENT �� � I� 'I �I i i I I li � I I I I ' ��� u,�"' 10 11 12 13 14 15 16 17 18 19 20 21 22 �.. N . �. �. . �. �. . . �. � . . . � . . . . . . � . �. . �. �. � R�GHT DITCH PROIECT REFERENCE NO. SHEEf NO. ' _____ � _ �� � 1-5338/1-53/l 99 � � ROADWAY DESIGN HYDRAULICS . �. �. �. . . �. . �. �. . �. il . . I . . . . . . . . . . . . . . . . . . . . . . LEFT DITCH ' ' --------- ENGINEER ENGINEER i I� I I : I� � II MEDIAN DITCH _ - _ _ � � I I I I � -- --- - --- , - , , - - - , , - i � :', �� , �, , RP76 � � �� �� �� � F1E81E1LINgdN.�lEB� Il➢L.�NS N , DO NOT US6 FOA CONSTRUCTION . . . . . .. . . . . . . . . . . . . . . . . . . . . . -�I - . I� il i i �i 'I i i i II i I'I I % I� I� I � I I� �iL -II li � li li � li li -� - li - -- - -- � - - - � - - � -�-- - - - - - � I i t � i i I I II � I II I II i I i I I II � I ' BEGIN GRADE � -----RP7B- STA.10+00.00 - - - � � �I- --- -- -- - - -- ELEV = 257.56' i I I i � i i I i I � i i i i I i : Pl = I2f40.00 : - � - -- Pl = 16+50.00 T � i- : , . -. - EL - 26/.07' I � i I � EL = 259.84' : li VC = 330' Pl = 19+80.00 I i N - - - -- � - �'- - -- -- ' - - -- - -.V-= 70 MPH - - -- __ _Ii- � BEGI,N SP CIA � � L TERPECI L T - _ L � _ V> 80 MPH I I . I V- PH LATE,f�AL V' DI��H T. ND AL 'V DITG'H R: Ln I KC- 6l5 � �i L � �i �i KC- 603M76 �- I=�2+8 .00d - -- .- � e li i i ii r i(+) .300U/, 253 ( J1.0 ' i i i _ i + i li I= 4 I �i � �/ (+JO.!3000 , ; _ � - --- _ I�-i =__ __�-- == i _0 0/ P! I2l 4 .590�� � 8.l = I � ' � - - -- -- - -- - i -- - - t'j.� . g i - - I -- 4��- --- � - -1 _ /�� -J3./S60% �i �ii I �iil iil � � ^ _ _ il _ -' . _- i _ _ _ _ L ' _ EXIS�ING_GROUIfVD_ ��! �,/ ' -gD�- -� I _ � J \ �� --. --`-- � P F}P0 I � D A9� � � �-- t li I B GIN PEC AL i I �/( R I I � I - i= I I I �. �. I � / . �. ./ I . . . 04 _ _ �. . �. � II �. I �. . . II -. I I � . I, LA ERA� 'V' ITCH, RT. ' --- I � rn Pl = �5 i`80.0 0 I , II II F P' ( J I_ I �� Ii Ii i ii _ i.� _ - I ---� i � I v El = 25,8.06 P -l6 30.0 0 � I a .. _ - / _ _ - �v - - -- - - - - I li � -i �1-- t8f300f1 2.630 -3i __��' �` �� � --- - f5�`� � �i , � I - E 2 7.2 I � � �� .�20Q e � _ _ ° I � � +) � � 1�J_ 1040 _-_ �,� � -l3./�60% : : : El = 252I50 i _ �� li E i r EN0 PECIAL L TER�AL P� =�1+80000 ', I I ' P=l7 �80.0 0 i I i li i,_V' Dl CH RT. I_ I E! _' 247. l ' i� '� �!� I E= 2T4-9.2 I [8 I��QQ _� P 79�;80.0 0� ,�1= 0+1�.89 �'-- I -- - �- -- _--- -- i SEE SHEET NO. 22, 23 FOR -RP7B- ALIGNMENT - - - - --- � _ _- E 2�46.60 'i E 2�42.8 /- 4/.8� i � i i i � i � � �, � � � I � 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 _ _ � i I I I -RP� 6- --- � . -- �,_ .-. �,�-. _ -. �� - �,L . --- � -��L - � - -LP7 B- : -- -� -- �I - - ; �-- ---�� . . �'�, -. - - . - 7 , I I � I', �i � � � �i � � � - I�'---- �', _ �'�_ �, �L , i -�- 1- - i _ � - �� -�-- - I� -�- = - - I� - � -- - - - - - - - - - - I I �I � �I �I ��I �i �i �I I �I �i � I �I I �i � BEGIN GRADE � � � � � � �I I� � � _ ' _ _ I -LP7B- STA. 10+00.00 _ - -- -- -- - ELEV = 266.39' � � i '� � � � � li I � I, --� - - � - -- -��-- _�--- -- --��- � I, _ � ---I -- -1 , --� � _ _ - � � I I Pl = 1I+70.00 I I I I I� I i� I : I I � �i EL = 266.59 I i � . VC = l90' � � I -- _ - �---__ i- N K = 33 - -� - I --- V = 36 MPH END GRADE (+l //76 I� Ili - T � � -RP7B- STA. 25+28.22 -- - Q =__ _ �! ,�- _ -J - � END GRADE - - - i i ELEV = 244.13' �� , I _ _ `._, o Pl = 24+35.00 I `�= � PR POS D G�ADE -LP B- TA.1 +4 .1 _, 7 S 7 5 8 EL = 243.40' I � I� i� � � r,; �� I I� ELEV = 243.89' I K� _ 43 � - � � .. � � T Pl = l5+90.00 �i I �- 33 MPH �g�j - I\' ` EL = 242.68' I � - - I__ -- - --- --� f VC = 280' - - r-- - BEGI4N SP CIA4 �F \I , , K= 43 I rn PR�POS D� LATERAL V' DITCH T: � ND SPE lAL V= 33 MPH -� �--=, A�� _ ____ _. ATE,RAL_, , ���H � \� �,� I � I N � P/ � /2+4 .476 II �i � �_ � I , i iiv _ __ _. _ � '-' (+J0.7� 83(% -I��_ � EX STIN GR UNQ I _.. I r 54 / 0 6 �f �ls 29 a _ -- - - / - 26/. 3 , / - , , 1 - _- --- I �_ � I � �v , � � � �� �(+J047797 , I I r � �� .56 _ li I ' I I I � SEI� i o� G O. 23 FOR -RP7B- ALIGNMENTI -_.. __ _.. -.-_- SEE SHEET NIO. 23 FOR -LP7B- AILIGNMENTI - - �!i '� o , i �i I - -- - z� E$HEET N ' I I I� I � �� �� 24 25 10 11 12 13 14 15 16 17 o.. 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � ' /-53�8/1-53/l l00 � �. �. �. �. �. �. �. . �. �. �. �. �. . �. �. � �. . �. �. . �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS __ . �. � . . . �. . . . �. __ i . �. . . -_ _ . �. . . . �. �. �. . . �. . �. . �. �. . . �. .� . �. . . �. . �. . . �. �. . . I . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER I ii �. . i� .I. I I .. .I. .....I... .. __ . ... _.. .I... .... .. .. . .I... ...I. .. .. .. . � .. .I. ...I.. .. . . .... i... _ i '�I — � �i �i �I MEDIAN DITCH --- _� � _ �� -RP7C- �� �� � � P������NA�� ����� �i . . -_-I . . . I .., . . . . . . . . . . I, . . . . . . . . . . . . . . II . . . II . . II . . . II . . II.. ���I, � � DO NOT USE POR CONSTRUCTION .. . - i . . I . . . . . . . . . . I . . I �. . . .. . . . . . . . . . . I �. . . ... . II.. �. . I I � I I � I�, II �, I I�i lii �i ii i� BEGIN GRADE i i --- -RP7C- STA. 10+00.00 _ - _ ' � _ -- �- i� -- ELEV = 261.04' ii , Pl = 19+60.00 EL = 27755' I VC = 690' --- . -- - - - i K = &4 j - - � �� _ V = 50 MPH � _ Pl - I4+60.00 i I li I � EL = 267.15, � i , I � � � � VC = 250, i� �� �� � � - ( )2.0�00% � � PI - N+20.00 I K- 4l6 li -� �'✓6, g98i ._ � - - VC 20012 i: I V� 80 MPH Ii I I I I � � II � � V � 80 MPH I � ___- - - - -- _ _1__ I I _ K- 345 � : i i � _ _ i ---- �__ i _ - . I PR POSED G ADE -�_ _ I �� -H ,, rt - +)1.4 94% {+)2. 800`, I� . � -�_ i �i I _ __� --�- -- - --- �+I.�S4%- _ I J- _ � I I � , • � �, I� '� � - o - -- -- - I� - � -- - -� , I 9g8. N _ a �� : : � � �� � i� i � II I � � � , � �� _ I'� _ �� � �� - , -- - -- --- �_ _� � _ - , - I li _ __ � _ � _ - � -- - --- ___ � -. ._ I ._ _ - __ __ , � � � � � � __ _ � � � - I� SEE SHEET NO. 22, 23 FOR -RP7C- ALIGNMENT � 'I I I ��- _ - � li 'i 'I 'i �, 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 : : � � _ � , i� i� � J _ _ I _- ,' _ _ _ _ __ _ __ _ � � � � � _', : � � -RP7C- � - - , I _RP D- � - i - 7 ' I' ' I I I I�, , ' ', ; , , � �i- � , � __ _I_ ��� _ __ . � ; . . . . . . . . . ___ � _ _ �i . . . . . . . �i � . . . . �. . . �i �i . I�i . . . ._. . . . . . . . �i . . i . . . . _. .. i.. ��I�i .. . _ �... i . . I I I 'I I ' -- — — � : --- � �- _ _ _ ' ' - --- - --- - - -- - -- - - I BEGIN GRADE � � --- '� � I i - - - I �-RP7D- STA. 10+00.00 _'i i - .. - -.- -- - - - I ELEV = 261.46' - - -- II I _ - . : _ �� � � _ - - - - _ _ �i � ' - - --- -- - �� -- - _ _ _ -_ __ __ I� I _ -- - - - - � � ' 'r i _ _- - �i I_ _ -- - --_ END GRADE �: _ _ ._- - ,-- = _ - -- � _ �I _ � --- - , � � �_ i � - -- - - - --- � -RP7C- STA. 26+42.85 : -_-- _ � -- i L_- _-- ___ . ELEV = 240.15, ... -. - - , I I - , Pl = 14+00.00 �i �.$Q , -.- i EL = 258.23' 0 27Q_ --- — - VC = 300' - -- - - -I-- �i - --- -- - - o - � I -II V= 66 MPH P� �I � , o \ I I_ ILJ . . N ' - _ � , 'I I OPO ED GRAD I -I --'�+JI. 75% . � i �� � � PI = 25+8/.00 I I �� _! -- - ;-- _ N PROPO D EL 239.67' 2� GRADE VC l20' I --------- �300_0% I�I EXIS lNG � ROU D V 20 MPH - I (-J .807$% ( I JIBE l/ SPECI L � f�-J L5 00% � K /7 _ __ � � , I!i 260 /`J60g EX STING -- --- --- I El E�59.03 D TCN �� RT. �' II E/ II'= 2 7.73 li END SPECIAL _ � - .50 8� +)0.7761°. GR UND Pl l5+ ' i l6f 5.00' Pl = l7+ V' DI CH T. i �, � i i i R5.00 � '� O ElT 256.''5.00 �i � I, � �� � � - - --- _ - --_ _ _ I __ __ _ I� � -- I �I � � I N�� 250 � � , � 24Q � � I� � � � �� � � � � � � i i i� ,�,� �� i � � � oCz ii � � SEE SHEET NO. 23 FORI -RP7D- ALIGNMENT Q, � i �� � � I i �,=; , SEE SHEET NO. 23 FOR -RP7C- ALIGNMENT � I� i i I z��� i � I'i i i , 'i I I I li I� i 'i ��� a�'� 24 25 26 10 11 12 13 14 15 16 17 18 19 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � I 1-53�8/1-53/l l0/ � � I _ _ _ ROADWAY DESIGN HYDRAULICS . . . . . . . . . . . . . . . . . . . . . . . . I . . �. . � LEFT DITCH ENGINEER ENGINEER . ..... ...I... .. i... .. .. .. . .... ...�. .. .. . .i... ...i. .. .. i .. . � .. .III�. ...���li.. .. I .. . ... .i... —RP7 D— MEoI AN o,T�,� --- � � li I i I �� P][�E1Ld�dNA1[3�i' 1l�La�11iT5 � . . � �� �i I �� I �� �� I �� � I , I I I , I I � I DO NOT USE POR CONSTRUCTION .. .. .. . .. ... ... ... .. . . .. .. . .. .. . . .. .. . .. .. � . . .. ... I�� . .. ..... ... .. .. .... . ..... ..... ..... I .. . I .� .. .II... I . I ...I ... . .. I... . . . . .. . . ...�. ..I... ..III. . . .. . . . . .. ... . . . .. . .. ... .. . . .. . .. ...I . I .. .I... ...I. ..'il .. . .... .. . ..I. ....II�. . . .. .. ...I�.. ..... . ... .. ... .. . . ... ..... ...... .... . . . I .. . . .. . . ... . . .. . ... ... . I .. .�II� .-- -- - - - I-.-_-. .. -- ----- --_ . . _ --_ - - _ — . . _ _ - i - - II�I� �li 1 . . . . . . . .. .. . .. . .. .. .. .. .. .. . .. .. .. .. .. . .. . .. ,,, . .. . . .. . ,i . . ..I .. . . . i . . . i . ..., . Pl = I9+70.00 � END GRADE I�� I��i I�� EL = 264.03' - --- - --- � I� , VC = 520, �i -RP7D- STA. 27+17.18 ��i �I �, I'�i — -- -- ',-- — o K= 92 i i ELEV = 240.10 il i i i �II �I V= 5l MPH �� �� �� �� � No � i I � i i � o �-i _ rI .637�i '--- I , I� II I i , _ - _ � _ , -- - Pl = 25+00.00 f 0.5000% — _ I i '�, ; I PR POS D RADE; EL = 239.45' _— _ _, VC = 360' BEGI SPECIAL CUT DITCH R. � �- ��, V= 43 MPH i i I — �- , � � -PI = 2C7f9�.C3b XISTING ROU D -1. _ _ II il � — -- -- -- - � � CUT ITCH RT, � / � � � I I I � � � � � PI= 0+45.00 EI�= 25497� �� � �, � --- �� � � �� � �� �i�� ���� �� � I�� � ---- -- EI - 54.72 , �+U0.29 3% �i I �i � , � 'I � I � � �i - ---- — -- -- - — -- -- — — , I _ _ �I � �:. 'i ', 'I � � � - ------ — SEE SHEET N IO. 23 FOR -RP7D- AILIGNMENTI I , _ '� I I I: I I � I i 20 21 22 23 24 25 26 27 ' I � �i I �I � _ _ __ --_ 1 -- -_- J_: _ � �� �'� � � � : � � , � � —LP7D— : i {� i ', � ''�, , '�, I i I i i , BEGIN GRADE I� I I , i� I I � � � , i _LP7D- STA. 10+13.55 � I _ _ � _ i �� i � I � i ELEV = 273.68' I� I� , li li , , �i i i � � � � � � �� �i --- Pl = 14+30.00 II I i� - -- — � — T � - -- __I_ EL = 272.12, -- � � � � _ �. '_ -� V C = 2 0 0, � �� I �i �i � � � K= 30 � � � � � � � � _ V= 36 MPH I i il I I _ ___ __ __ ___ I . - --___ -_ __ i ___ ii �I � - --- --__ �-0.37 6% I I : 'l7� - - i i� / i � �ii I -- � � �� P OPO ED �RAL�E I i� END GRADE , , � , — - � -LP7D- STA. 21 + 70.48 , i i I � I ELEV = 240.21' � � � � � � � �XIS lNG �RAD � � � --2l� --- - ---- -- - - ---- - --- I --- -- ------ l --_ --- - >� ---- ---2�Q-- _ - - -- - - -- --- — --- -- - --- r r--- � � r. i __. _ �� - - r — , � � � � � � � _'� _ ' ___ _ � L___ I_ _ __ -__ - - I ��I� � i \ — Pl = l9+10.00 ' ._ I 'I EL = 238.17' II �Q_ li II I _....:. _... -_ _. '`� .� _:.. _... VC = 320' I I - --- —� I �_:..:... .2.�`Q.--- I <` I- K= 4/ � � I ' I ' i , � V= 32 MPH ___ __ ----___ _ _ _ __ -_— I _ _ �I I --- _ , � � _ _ -I ------ -- -- - � r � �_ _, i � , `_ _ ' ---' ' I i -- ---- ---- _- - . __..... ,......:. �__..._ --- ----- ' I ---'--- 1----- ---24 ,— - �- --- .o : j , - ---- ---- — � , -- -- , ---24.Q-- - - II,�� II �� I - �, � �'��� I � ��_ �z ' i� I 2g � I !, �i:_ II P+)0. 832/ i i � � � � � �� � � � � � i � ii ii -. � I I I I � � � ------ — 'r----- -- --... __._.� _....._ _...._ ,......_ _--... r �--� _ ', --...:. _ ,. . ---- - - - - -- -� 23Q-- - - -- -- --- ---- - - I SEE SHEET NO .. --.. _ - . --- - • � � li � . � � II . I, �I, I . oCz i I i , 23 FOR -RP7DSPUR ALIGNMENT o�. i . . i i i .. i i . . .. . i i . . i . i i i . �� . . . '�. '. I . . . I . . I . . . �� . . . . . . . . . . �� �. . .. '�i i �. i ���. �. ��" 10 11 12 13 14 15 16 17 18 � 19 � 20 21 22 � . . . . . . . . . . . . . . . . . I . � . . . .. . . . . . . . . . . . . . . . Il�i��HT DITCH PROJECT REFERENCE NO. SHEET NO. a � � � � �� l 53�8/1-53/l lG2 �.� . �. . . . . . . . . . . . . . . . . . . . . . . �. �. . �. �. �. . �. . �. �. �. �. �. . �. . . . . . . . �. . ROADWAY DESIGN HYDRAUlICS . . . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . . . I . I . . . . . . . . . . . . . . . . . . L��� F � L�ITCH __________. ENGMEER ENGINEER __ . . . . . . . . . . . . . . . I . . I . I . . . . I . . . . . . . . i . . . . . . �. li �. _._ . . . . . . . . . . . . . . . . . i i . . . ii ._ ._... _..:.: .... .. . . i . . � .. . . I .. : I ' MEDIAN DITCh' _ '� -RP D P R- ', ; _ _ , 7 S U � , _ _ _ _ - ����.�������y ��..��� � � � � � � _ � __ _ � i � � i � � i � � DO NOT U6E FOR CONeTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . I . ... . I �. . I . . . -. -. II . . . . ... -. . I II� � I I I I I i � I i � i i i i j I I � I � � � � �� � % _ � � i � � � � � , i � I - - -- . _- — . - -- �, � J— '---- --- -- �---- I ', � I � I ' i _ ! _ _ i � i _ - BEGIN GRADE I� � i� � -RP7DSPUR- STA. 10+00.00 I I I I I�i -- � _ i � : ELEV = 253.96' .- �� --- i I --,- J-; L-;- -- — — - -- - -, -- ! __ __.- __ _ � - - : -- - I i -, � I VC 1849.�(�' � � � � ; � - -- ... � � � 2_60 � � %i i+u�,r � � - �' �-�---� � i �- �- � � � � � � � �� �� ' j I���'�'� � � � � � � � �; �� I _ —26�. � ; K = l39 :— , � ; ___- �� ,--- _ - ���� END GRADE � � � �� �� � �����. � i � ��-�� � � i�� l � V = El MPII � �� — � � � � - /3+i � RP7DSPUR- STA. 15+09.51 i � � � --- ^ �5v00 _ � . _ I i �L = 240.27' ' . - - -- -- . ELEV 239.21' _ Z5Q _ � , c,o �;R�P05ED G�',4L7E VC-= 260' I II �_ � � i i �� I i� � � � �. , �� '� � � '� � � � � �'� �'� � � �JQ— _ _ � ���t>n * K l03 � � . 7 .; . . _ . . . I I . . . . . . : . I . . ._ _-. . _._ _ _I_ _�_ _ I . � � J �, - �� Ml-Pl I 3(I35i i � � � __ , - ---- --- - ---- ---------- -- -- — -- ------- — -- � � ---- - -_ i -- �: � I i i '--�_ i I �-i — �� _ ; : � �`0:78 0 �— i— --_" IEXI� lNG' GPOU D � � � � � � � � � �� � � � � � i I � i -- -- I — - — _ _ _ — , i � � I i i i -- � --- --- --- -- —:_ i i i i ___ : T SEE SHEET NO i I I � � � � � �� i . 23 FOR -RP7DSPUR ALIGNMENT , �� I I I 10 11 12 13 14 I 15 I 16 I _ I � - : ' �I , �, , --- --- ----- -__ � _ � _ _ - - _ -- : : - : _ : _ _ _ __-- -___ _-- _ -- _-_--- ----_- — --- --- --- ----- -- - - — � -- — --- - —__ _ _,_ _, -- � � I � --� _ =' ; I i I �- _ _ _ __ .- : _-- -- - -- - -- _ - -- - - i � � i : ; � i � � � ! � � � � _ __ _ - - - - -- - - --- � � � ; I � � _ , , , i , , =:_ '_ � i I ; ! � � __ - --I-- � , ___- - --- ----- - - - - - - , � � i � � � : � ' I i � � _ _ , , , ; , , __ _ , _ _ _ _ -- -- - _ - - - - -- - - - -- i I ' � � ' �_ i i � � i i I � �, � � �, i - : _ ----- - - -- --_._ _ ____ __ _-- -- -- -- __ __-- __ � � -- , : � � I � ; � � � , �, I, I, � � i , ; ; : : i �, �, i �, �, �, � � , , - � _ - ; � ; ; _- -- -- - - -- - - - - --: , -: - �=- ; i � ; ; � , : �; �, � i i � ; - ____ _ _ _ _ _._. _ - - . . _ _. . _ ---- --- --: , , : i � i I, , i � � � � : : : ' i ; � i i N _ , _ _ _ _ .- - -- -- - - - -- - - i � � j � � � - _ ; � Mk.. —_I .. . ... .. . . . . .. . .. . . . .. . �.�. I �. I . .�. I .�. II- .�I -.�. . I .�. . Q. --__-- - -- �-- . - � - — --_ - .-_ -. . . . ._'_ _ - -. _._-. _. ._._ _. _._ -_. l _. - . _- _. . — - _. - - �. . - _. .- -- — —' —_ ' - _ - — - — . . _ I O�C. � �... . i. . . i �. . � � �. . . .. .II... I�... .. .. ...I . .. II... .. .. .... . . . ... ... ,. .. . . . . I �N- �M i� M� O.. G' . . . . . . . . .. .. . I .. .. . ...I .. I .. . .. .. .. .. .... . .. . . ... � - - - - - - - � � � � � � � � � � . RIGHT DITCH PROJECT REFERENCE NO. SHEET NO. a � � � I � � I � I , � � 1 � ��3�n��-53�� ia3 �.� . . . . . � . . � . . . . . . . �. Ii . �. I I . I . . . �. I � �. III . I I � . . . . 1 . . . . . _ ________ ROADWAY DESIGN HYDRAUlICS _ _ _ _ ___ __ . _ _ _ . . . . . . . . . . . . . . _ . . . . _ ...._ . . LEFT L�ITCH ENGWEER ENGINEER . I . i . _�__ __._ ._. i . I . .. .. ...i... ..i... ...i. ...i .. . i... ..li... .. . . i .. .. i... ..i... ..... .... __._. ... ...... . . . . I -� I. _ _ III . I . I II . .. ,,I �. : �. : �. �. II I . . _ .. ( . . . q�T �qp�1r1r� rv1f� Ai . . , . . . . . . . � MEDIAN DI �C/ 7 '— "' pp NOT IJSE FOR lli ��e�1V � ll1V��1+ILll'lliLL'� l � � �� �� -RP9A- '� � W ACOtiISiTION . . ; . � �. _ � .. ... I. . .. .. .. . . .. . . .. . . �[ym np qqy �y�r m�q,Aq♦ _ � . � � . _ . . I . . . . �14lli,Lll�JL1V � llA ll ll'lleL9LY� . _ I _ . .. I. I . I .. ._ ._ _ ... . _ . DO NOT U6E FO CONeTRUCTION BEGIN GRADE I I I il II �i r._ HAM JNI� NO U �� f?A l 1;OAD R� -RP9A- STA. 10+48.92 �� � � �� � i i ! �i � i� RP9A- STA. 17 + 83.87 i ; BEGIN BRIDGE i ELEV = 277.83' ' � ' I END BRIDGE I I _ � ELEV = 279.35' � -RP9A- STA.19 + 77.56 i I 'I 'I ELEV = 275J7' i - - _-- --- ----1-- : � Pl = 12�t5Q00 � � Pl - 14+6rJ.0� � �� �� � �� Pl = �� � � 00 � � � � � � �� � / � �� � � � � � �� ' � EL = 277.69' EL = J9.64' � �- EL = 279.14' i i i � i i , _ :� i � � VC = 200 � �I; ; ; � i i< //9 , �� K�- 130� � � � K�= l30 � � � � / � � � � � � � � � �� , ; � V 59 MPH ✓�= Si MPH , � Pl - � 0,��, � � ✓ 6D MPH - � �� - c� a �- � ��:...._ � �, - �- -� R�P SE. ���R liF � 1Ca 47f�1L_ ^ l-�� � r� a_ _ � --� �� --� �- - � �� �� K�= 8��� � —2$� I �- ----28Q--- _ � - ' � + .r> � � e F ==�E3�,� -� - - � � V - 99 MPH � -- I I � l� '--I-- - I _ i � Pl = �+ 0 � � ( )C.�S�C. / � '� �+���.t�'�% R � � -- � 2� 9 .00 � , � �FN/5/ !NG G'�G(7 � ' \ -' - �3 _ EL = 258.19' � � � � � � � �� _ r/fi% � � � � � VC = 500' ; t � �ZQ- _ :- � i i i --- -- � �-- �--- � ---- --- --- - -- � -- - - - - � .._.__.. ---- � - - � -- - 4� � - _ ---- - - �% - 49 - - - -�ZQ.--- (_ � I � I I I � � �.. �� DOn, �-- MPlI � - -__ `_ I ( - �_ � --- --1 � _ � \\ � I I i '- ---2(�Q.--- � ------ ---- ---- --- --- - --- - -- --- - - - \\ -- r— -- �/---: � � ` � -.- r J- -� - ' 2��.....__ / - � � �: � C � � oo� � -_ , � ,__ _ : __ _ _ - -- - -- - __ __ _ 1 — — - - : : -- --- -- � 4� __ __ ___ i � ; ; ; ; � �I ,� � i � i \ � � i i i i �i � �I \ � I I i I i i i � ----- i -- i___ - -- —. - . __ __ . _ i _- — — - - --- -- - — — - -- — i I iiil ii il : I : I. . : : �.. i �.. i �. �.�. �. �. �. �. .�. .�. �. : � �. :��. �. �. �. �. : . , : � . i i,. .i. ..�II. � I � ,. .;. ..;. � _ i . I . I . . . . .. . . . . . . .. . .. . . . . ; ;' ' SEE SHEET NO. 25, 43 FOR -RP9A- ALIGNMENT i i 'I I� � � � I i 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ; ! ; I i I I i � i I � i �I �I �I � i i , ; ; ; � ; - --_- i -_-_ __- _�---. -. --- ;- --- - - : -: i __ . _ i ___ - _ _ i ' I I _- -- - -- -- I � � i ' I I 'I I I --- - i i i � i j i ; li I : i - : : - i . ��.i�. -: : �. �. �.�. .�. �.�. �. �. �. �. �. �.�. �. : �.-.�. �. �. ..�.. :. . .. �.�. : �. ._.___ � ..___. : . . ._ � :._. ...—!-- . . . . ; . ; � . . � -- -- -- . . . . . ._ ___ __.- �- - --- ___- _-- — ---- ---. _ . . _ : I : . I . . i . _----- I - _ __-- � - - - - - �.. �.. �. . � �. �. �. �. �. � _ �. �. . .. . . . � �. � : . . �. : : i : : i .. :- : : �. I�i �. �.�. II �.�. �. . �. �. . . �.�. �. .�. : . �.�. :. .:.�.. �.�. - � .. �.�. : . : � - ! � . ; . �� � I �. �.�. I �. �.�.�. �. �.�. �. . �.�. ��. �: �.: �. �. �. _____ � ___:_. .,_ . . . i :._._ �— ___ __ . . _�_ ___ �_. _�.__ — �__ _-. -_ . . _.. _: .___ ___ _— -..- --. . . . ; � -RP9A- -RP9ASPUR- � _ _ � ,: , --- --- --____ _ ---�__ _-J_ _ _ _ __ _ _ __ - ----- - - _ i ; i ; ,, . II BRP9IAS UR-D TA. 11 +01.35 ; � END GRADE i ELEV 276.25' I , : -RP9A- STA. 26 + 58.70 I 0 00 -__ � , _i_. ;_ ; _ ELEV = 260.65' _ J i ii -- . - _ - = 7253 - - 5+32 5 - - � � PI l2 END GRADE I � I/ i I EL 2. RP9ASPUR STA.1 . 5 � � �� � �� �� VC = 270' � ELEV = 256.08' � ' K=60 � / - i I I V-45MPH ; ; � i � � ; i -_._ I __:_ ' � __ __ � � �, il � � I !--- __ � _--- - - --_ -. , ' Sv,c/ � � i � i - ---- i i ' i � � 1 I� I� ��� �» Pl = 1�+00.00 _ + - - EL = 255e10' � - _"__- � - VC = 60, � � ! � ' �- 1 ti , ___ _-_-- ------ -- �� K = 6 � � � _ _ _ , - � � - ,� EXT � /NG GFT07�ND� � � , _ _- - i �_ � _ V = l3 MPH _- ;� PROP SED GRA E _�_ _ �_ _ - � � � � i � � � I �/ �� EXl 7/NG GR0 ND � � r,F � I � � � _ � OPOS J GRAL � q PR, , � +��`.975� a' � � � � � � � � � � � � � � � � � _ _ - _ ' ' ; ': --- ; -__ _ - - - - -__ _ _ -- - - _ - - - - -- __ `; — - � ' � �n ,,,�� � � of r ,� �I�1L�� � � �� � �� � � / i��� � � ��� � �� � ' � / � j �� � _ , � � � , , , , , , � , ___ I ___ ; i_:._ . ,__ , __---'- - - -- - - - - -- -_ ___ _ _ - -______ _ -- , -- - - - ___ __ _ _ -- ___ ___ _ � i i - � j � i ; j i i � , � �SEE SHEET NO. 25, 43 FOR -RP9A- ALIGNMENT i i I SEE SHEET NO. 25 FOR -RP9ASPUR- ALIGNMENT ��. ___ ___ �: . - ----- --- -___ --____ __ __ -- - - - - --- - -- - - - N� i ; ! : � ; i � I I , , ; ; ; ; � i i i i z�« ; ��,- o� 24 25 26 27 28 29 30 31 10 11 12 13 14 15 6' 6 �. I . .�. .. �. R�GNT DITCN PROJECT REFERENCE NO. SHEET NO. . .. .. .. . .. . .. . �. .. .. . �. � . . 'i. . � /-53�8/1-53/l l04 � �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . �. �. �. . �. �. � . . �. �. . �. . . . . . �. �. . . . �. �. . . . �. �. . �. . �. . �. . �. �. . . �. �. � . �. I . �. . �. . . �. �. I . . � . . .. .. I .. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. I... .. .. .. . .... ...�. .. . . I... ...II. .. . .. .. . .. . .. . � .. .II. ...�li.. .. I . . .... i... MEDIAN DITCH ------ � - R P 9 6- � �''�� � � ��� P���.���NA�� �z��� . . i � , , � DO NOT USE POR CONSTRUCTION .. .. .. . ... .. .. . . I . I .. . . . . .. .. . I �.. � . . I ... II. ,. . ... ... . .. ... . ..... .... ..... I .. . I .I . .II... I . I ..I .. . . I... . . . . .. . . ..�. ..I... ...II. . . .. . .. . .... . . ... . . .. . .. .... .. . .. .. . . ... ...I . I .. .I... ...I. ..'il .. . .... .. . ..I. ....II�. . . .. .. ...I�.. ..... . BEGIN GRADE II', I', li � -- ---- _ ___ __- � i � - - ---___ — -- --- - -RP9B- STA.10 + 00.00 I - ' ,� i i ELEV = 266.96' , , II � . PI = I1+90.00 I I �I III I � EL = 266.OY �I � � �� � � �i VC = 380, Pl = I4+90.00 � �i � � K= 2533 EL = 264.96' � . _ � -- : — -z - : VC = 220' : I � I ', V>80MPN , , , _� .__ _ ----- _ K - 3/4 i _ _ ', - I i :: V= 75 MPH i I i Pl = 23+90.00 i EL = 255.5/' VC = l80' — — — — — — — — — J0. 500�` ( J1.0500 , � i �I K = 84 ( 10: 000% �-10.3500. � � P OPOSED 6RADE �� , V= 46 MPH — � -'� i - --- --- I , v --- - — i— � Xl FlN R i S G OUND _� � � � i ' I I I I I � -f1.0 OD7- _ i i � �i I ii I i � � �i I , � , �� �� , �� �� E lST �30" � P I I -- -- --- —. -- : -- -� . T BE PRE ERV D I I il E EV 22L 2' (B LOW GRl J � � � � (S E S�NT l 5 - P9C � I I� SEE SHEET NO. 25, 24 FOR -RP9B- ALIGNMENT �, i i _ _ � i � � t� 6 R _ _ i i ,, : -_: i i I i--_ i � 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 �: �� I I �I �I � ' i� �� I _ , _ � � -: _ -- �'� _-_ l� -_- J�_: _ � � �� I � II 1 { , � � �I 'I � � � � I I ' _, � � I -__ i � � -RP 6- �� -RP B P R- �'��� �� � ��� 9 9 S U , � � , � BEGIN GRADE I I� -- -- — ---- � — — — � -- - -- -RP9BSPUR- STA.10+00.00 __ � � � -- - I ELEV - 262.44' 'i __ - I� � � __ � �i I, :_ � -_: I l _I -- -- END GRADE - ' -- Ii -- - - --_ _ _RP9B- STA. 24+82.97 -- � __ I� ' I� � � i � ELEV = 256.52' PlI = I9+80.00 2 i --- — � I i � � i EL = 265.59' -- --. Pl = I0+50.00 Pl = II+50.00 I i� I j i� VC = 400' EL = 260.80' i� K- 1458 Z --II I EL = 26/.9P _ Pl = 12+50.00 ---- —- --- I----- Pl =_ 14+80.00 ---- V> 80 MPH N � � --- ------ II----- VC= l00' _... KC= 263 ___ EL _ 260.07' � EL _ 258.09' - ... �I'- -- _�II. -I' -- --- -- .. � z�Q-- I-- V> 80 MPH V> 80 MPH V> 80 MPH �� I � _ V= 52 MPH f I� I �---- _� � i..cilDE 11.50 0% N _ � — � � __� iIL--- � C- J 1: 0 6 0 0a I I VC 100� i i VC 245' ROPQSE GR �, -- �+ ---- --i — � �� � Jl.11O / ( -1 .730 � / � - 0.86 ' I :-I.. P OFD � �Q_ cv — SED RA�E --- - I�, � -- ,...... :. .... .._ _ � .-.-- 9`l. __:.. '� -- -- , - - -- - =;-- __� � - ------._ � _.2_�2. --- � _ _.. � � � EXI� � � �� ��� � , 00% �i � � � � f+J1.0864 : � E I lST! G G OUN-- (- 0.86 9% (+11.5d � i - -- __ - - — - --- - � ---254 _.._ ------�---- nNc cRouNo �I----- I'_-... -. __ ------ -- --- --- _._... _.._ --I- — --- —� -- -- - �----- –2-�Q-- � I -- ' � ' i I I i � � �� '� �'� �I 49_ --.--. I .. .. ......... -- - ----. _ ,........ __ ... _. .... – ' __...:. ,. . _ _ _... -. - -- �- - - - . _. ---- - --- --��Q-- _.. ��� j j ' � 1 I � I _°�� SEE SHEET NO. 25 43 FOR -RP BSPUR- ALIGNMENT 9 _ _. I ' Q�, SEE SHEET NO. 25, 24 FOR -RP9B- ALIGNMENT � I! I I I , ' � o�. �. . �. . �. ii .. . .. .. , . . .. .. .. . .. . .. .. .. . .. . .. ... . . . , .. . ... . . I . .. �� . . . . . .. � .�� . . . . .. ��. . .. I . .. , .. a�" 24 25 26 10 11 12 13 14 � 15 16 17 � 18 19 20 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � ' 1-53�8/1-53/l l05 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � � � � � ���� � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER ....... .. .. .. . ....... ...... .... . .. . �. ...�. ..I... .. . . .. .. . .. .. .. .. .. ... I . . .. .... . ..... . .. .. . .. . ..... . .... ...�. .. .. . .. . .. .. � .. . .. . . .. . .. . � .. � .. .. .. . . ... ...i... � MEDIAN DITCH ------ I� I % - R P 6 P R- �� � - L P -; � , �� P���.���NA�� �z��� S U C 9 � � 9 � � � �_� i � , � DO NOT USE POR CONSTRUCTION . . ... . . . .�. . .I . . . I . . . ... .I. . I . . . ... .. .. .. ... ... ... .. . . .. .. . . .. .. . . . .. � . . .. ... I�� . .. I i BEGIN GRADE I'�i II -LP9C- STA.12+19.63 � �I �I � �� i i ii I i i ELEV = 274.14' �i �i � �i END GRADE ', ', li � -- ----- ---__- __ . - - � � - . - ___ - - ,--- -RP9BSPUR- STA. 21+93J5 : I i - - - , - � _ ' ELEV = 268.21' II �il �ii - — - — _ _ Pl = 13+30.00 , �— -- -- -'-- - - i EL = 27/.77' I i I li i I li i ' : i : i = // ' _ ii lii % 2 2 VC 0 Pl - 14+40.00 I i I I 2 � � � K-5/ � � � � EL = 267.04, � �� �� i i i i V= 42 MPH , i I I VC = 80 I I � r I �2i4 � — PROPO ED 6RAD 2 I�� Ili � I 3/. 7 J4.3�� e V= 68 MPH � I I� III II 2 _�, (+11.2257 . i -- il I Pl =_ 18+05.00 I EXISI lNG GROU D / 64g3 — P OPOISED GRADE � _ . � � r �' , � EL - 250.07' ' _ i�� � � J4. / . il VC = 3/0' 2 I I EXIS TING GRO ND L_ � K= 57 ' 2 � :: �� � � I i � = MPH �, � V 37 \ / � � �n � � �I I - -- --- I -- -- - ---�i \ i � i J +10.8213% : � — — — -- — i-g 2 ii , • (+J0.8 13 e ', �i �� , "� I I, I�� �� � - — - --- --- ------ I -- - ---- 24 ' SEE SHEET NO. 25, 43 FOR -RP9BSPUR- ALIGNMENT I I I I SEE SHEEII� I � , , T NO. 25 FOR -LP9C- ALIGNMENT 2 21 : I' 22 10 11 12 1 14 15 16 17 18 I 1 20 0 3 9 � I I �I �I ' , i i I , �� _ � � _ _ __ _ _ __ � --_ l� _ _ J�_: _ _ : � � �� I I 1 { i I� i i il il � � i � � � ' �� i I i i � i i - - __ _ __ � _ i �� i � i i i� � ii � �i i � i �i i �� I I I ii I ' il � -- - -- -LP - __ -_ � -RP - 1 9C � � � � 9C � � � , � , r � � �� � : _ �, , � �, � _ I� -_ ,� I� - ,� �I' _ _ __ BEGIN I GRADE i PIPE HYDRAULIC DAT I :, E D RADE I A i N G �� —RP9C— STA. 10+100.00 � i 30'CMP TO BE PRESERVED I I , _LP9C- STA. 21+55.92 _ , II i - ---- - ELEV - 251.32' ii ELEV - 260.39�i I �i oRaima�E aaEaas snsuoorrr was.s ac I I� � � i �ESIGN FREQUENCY 50 YRS Pl = ll+15.00 � I', �� oesicN oiscnaRce zo cFs �ii i Z� ----- Pl = 20+40.00--- --I�� EL = 259J4' Pl - 13+00.00 _ -- - oEsicN rrw e�EvanoN z_2ss Fr -'---- -- --- --- ---- ----- _ _.._.... _..-- ,,, --- ----- -- ---- _ ------ ----- -...... - --- --- _ -- -- P _ � -T- ---21Q__ . . EL = 2.S2.00� . . �. . . . � I . �. . - �. � � I � _�.. . . . . l . . . VC -1 2005 0 I00 YEAR DHWCELEVA lON 226.0 FT . . I.. . . . I �. . i . �. : K I07 _ �___ �i VC> 805MPH VC> 808MPH K= 258 ovERroPPiNc oiscHaRCE __ Nia_ I� �', I� I - ----- I - - � � V>80MPH V = 54 MPH -J0.5 ` ' - avERroPPiNc e�Evariom - mia , '�� VC I50' I oveRroPPiNc FReoueNcr NiA i �Q- - ----'- _ � -- 652 , �_ (..J 9 1 . __ _ . --. .. . . i I ---- __... _.....:. � ---260 � � EXISTING 6ROUN0 - - ...... I , � 4 ' - � -f -� _95/�T _( J1.37 0% _ I - - � _ I --- - - Sr � I ro \ __ I, i D G ADE N -� _ _ �c' , � � ( J0.60 0% � � PR POS� � _ -- - - -� - - - N � � � � � � � I l J 376b/` � - - ---254.._ . . ��� e l-J0���5866 , .. � --- - =- � --�'------ ��_�_.... - -- � ' ------ -- � � � � � � � i _....: _�...._ i.�. _...._ � _..... --- --- � - - .. . � _ �� ..-�� ' _ . . � � � - i �- :. . � ---��.Q-- f+�.$2E3F, , i , GR �JND � I � EXl aTIN� , -- � I I I -- i� � i � : � � i „ � , � X T i i i E S .�0 CM � � � ���i 49_ _.- -- . - .._ -- .. I _...... - - - - -- ----. _ ,........ _ _. ' - - -- -- - - - - -. ----- - - - --- - -24Q-- _ _ _ ��� � r TO_BE PRfS..RVED 1 � I �" � � � ST I6+30 _°�� SEE SHEET NO. 25 FOR -LP9C- ALIGNMENT � ' ' � I = SEE SHEET NO. 24 25 FOR -RP9CI ALIGNMENT EL V I222. 3' �BELOW GRIDJ � f' I � i i �,� �� , , � I ' '� I li z � i i i ��i i i i I � i � i a�" 20 21 10 11 12 13 14 15 16 17 18 19 20 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l l06 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. . � . �. I . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .... ...�. .. .. . .I... ...II. .. . .. . .�.III .. . .. . � .. .III�. ...���li.. .. I . ... i... MEDIAN DITCH ------ I I II � P���,d�dNA�� �za��s i � � DO NOT USE POR CONSTRUCTION I I . . . . . . . . . . . . . . . . I . I �. . . . . . . . . . I �. . � . . ... I.. �. . ... . ... .. .. .. . ..... .... .... . . . .II. . . I. . . I .II... .. .. . . . . .. ... . . . .. . .. .... .. . . .. .. . . . ...I . I . .. .I... ...I. ��i .. . . .... ... . ....I.. ...I... . .. .. ...I.. ..... . ...... ... . .. . . .... ..... ...... .... .. . . .. . . .. . . .. . .. Il�i �.. . ... . . . . .. .- - .". - - -- L- - . - ---- --_ . . - . . . - - - . — . . . _ - , . , -RP - � , _Rp p_ , 9C � 9 � � , � -- - - - --- END GRADE � �', --- --- -I,-- - — _ BEGW I I : : ' I ELEVC= S 56 60 88.91 I GRADE i i I �I �I 9 -RP9D- STA. 11+95.08 :. � -. -- �_- __ I I I� ELEV 284.1T �I i I II ', i � , - - - � � _ ___ - - -- --- ---- ----- _ i -- - --- -- ; �il lil il �i i i —__ � _ -- -- - EXI ITIN GR U _ --- - -- _ _ � . -- -- � I _ --�--- � � + Pl = 25+12.00 . i � � �L _ � - - - -' - _ � - EL = 248.77' I P OPO ED RAD� '� - VC = 350' 1 ' � 2 � ,--- � K=67 I � � � V= 4/ MPH J_ J- -� � i � li J � �d __ _ __ � - - -- - T _ _ � II I ;� PR OSED G ADE --- I I I\\ ii � �i --- ---- -- � EXI TING GRO ND I ---- --- �-J0.6�00% (+>4• I� � I / I li � �� _ � I _ �'i / : 'i I � � � � _ � � � , � �L �i � SEE SHEET NO. 24, 25 FOR -RP9C- ALIGNMENT ' SEE SHEET NO. 25, 44 FOR -RP9D- ALIGNMENT 2 21 22 23 24 I 25 I 2 27 I 1 - 11 12 I 13 14 15 0 6 0 � �i i '� I I I 'I 'I �� ��� '� '� - . _ _ � -_ l� ', _ J�_: -RP D- �� �� ' 9 ', � . 1 , � j i', �,I I ,, ,, I BEGW BRIDGE D B ID E T H�1MM ND OA i i �,RAI R0,4 �a V� � i � I I -RP9D- STA. 18+84J0 � � � ELEV - 284.42' � ! END GRADE i � � � I I I , i I _ - I i � i � � RP9D- STA. 20+30.11 ' � ' I I ELEV = 280.91 � � � � _ + I i i ' i P/ - /6 96.46 , , , , EL = 28770' �i '� i � � , � � VC = 370' i K = l5l END GRADE �� � V= 60 MPH -- -RP9D- STA.26+54.00 �r �N I � Pl = 2/+4/.00 � ELEV = 265.38' i , I '� �� �� EL = 277.94' � (+) 7041/ (-1/.742 j I I _ I I �-11.7 ° I I VC_ 220' I i I � li 5/ K - Il9 _ ___ � -_ ---- � i __ -- �___ i i V= 55 MPH I� 1 I i � r - Pl = 24+5/.00 __ -- _ i � � �-14�5 o EL = 263.92 Ii— �i -_ i � : \ � ' r ' ' �- _ _'i 22 ; PR POS D RAD , i i � fi -+- I I o � i VC = 400 I � I I i � , - - � K = I 76 I 1% I - - _:_.__ � � -- .. X S[TJ.. .GR .LLN - - _..._ .. _-- - - _ ..._.._... � = 44 MPH _ ..._. _..... . _..... I' ZZO- -,— ------- r r--- I�,,- -- - � - '� �', _ E nl� D � _ _ ,, -.. �_. -.... ' - - --- --- ---2Z.Q__ ; , � , � � � � � �� � III� �F � '' ' _ � —_ _ _ _ _ — � � L___ ___�_ _- I i � _ -- - — __- - �- � -, i --- _ _ __ _ - ' — — — � , � S _ __ �� �' � � _ �26i r+�o�� zi , � � � _...... _..... - --- -- _. � � ---- --- --- -- �--- -- _ 2.(�Q.--- ' > , , � � � _ � I �', / '�, � --- --____ _ __ ___ !r . � \� \ I I PIPE HYDRAUUC DATA I \ I' '/ i, . .. i .. . .. .. . ' � y �, . . . , .. . . .. . .. . C . . i. . . . . . . I . . . . . . . . . . . . . . . . . �I . . . . . . . . . . . . . �. li - .�__�. i . . . . . 36'CMP TO BE PRESERVED . . . . . . . . . . . . I . . . /� . . . . �. . ..�.. . .. . ""2s! _-il—' —_ ---_L—_ '-� . . . . _—_ . . __'__,. ._. """' ... ........... . ..........._.. ,.......... . . . ..I"'.....� . ....." "', i. ' '__"__'__ � I �...�....'_ . """'.. ...�.. (ANKYZED AS 36"SA/007H WALU _" _.. ;.......... . ............ "_' — _- j _- __-'-_ . . . . �_'_'_"'__251L_-_ ' I I = _-___ , ,, .. DRAINAGE AREA _ 20.0 AC I oEsicN FReouENcr so rRs EXIST 36" CMP , , �� DESIGN DISCHARGE 65 CFS � � �TO B PRESE ED i � �� �, -- I aesicN rnv E�evanoN -244.iFr STA 6+/6 � �� -O i . �. �. I i �. . . . . . � I . . . 100 YEAR DISCHARGE - 75 CFS E�LEV = 2-';Jr.S2� . . i . �. � i . . - . . . . . ---- . . � i I- --- --- ---- I- ------ I-- --... __.... _ ,........ __..... _. - --- -24Q-- ,n� . , , �, , . . , ...... .�- .� . . . l00 YEAR MN ELEVATION 245.1FT . . . ' ' . , -- - --- -- -- � I II -- ........ . .... .. ...li. �... n �� I'� ��. I� � , �� � OVERTOPPING ELRE�A7/ONy __N/A .._._ .,,.. .. UI ,I.. . I... . ... .... �. . I' � I E _Nia = SEE SHEET NO. 25 o-- I � i � `�Cg . �. OVERTOPPlN6 DISCHARG �. ��, ii . � J ' , 44 FOR -RP9D- ALIGNMENT I I z�� i I i I I i I i � ��� ��. u,��'� 15 16 17 18 19 20 21 22 23 I 24 25 26 27 �.. 6' 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. . .. .. .. . .. . .. . �. .. .. . �. � . . 'i. . ` I� '� 1-53�8/1-53/l l07 I��i ROADWAY DESIGN HYDRAULICS � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � - LEFT DITCH -"-"-"- ENGINEER ENGINEER .... .. . .. .. ..... .... .... .. . .. .li... . .. .. . .. . .. ..�.I . .. I . .. . .. . ... .. . .. .. .. .. ... ...�. .. . .. . . . .. . . . .. � .. �. ...I . ... I . .. ... i.... MEDIAN DITCH ------ . I I I � I ' P���,d�dNA�� �za��s '� �� �'� � � � � � �� � �� � � I _ � . . i � , , � DO NOT USE POR CONSTRUCTION . �'' �'� -RP13A- � , ��� ' , , � �,, , � � � � , III III , , '�, , , � , -- ----- --- __ __--- _ -__ - - '� _ _ '� � - -- -- - �''� _- - -- � !, i i PI = 23+65.00 BEGIN GRADE ' I'I ii ' ' EL = 255.54' I � � I _ , -- - - --'_ VC - l00 - - - -RP13A- STA. 10+00.00 -- , , - ,-- — - - i i i I i i K= 27 I i i i i i ELEV = 233.2 T � �� i �� 'I V = 35 MPH o �i li li � I � �� N �+)2.�553` - - � -_ __ _ I : , , I, I ---- : . - - - -- PlI - I5+00.00 I ROPOSED GRADE I - . -- _- _ _ _ _ -- - �-J1.2926`. i ' _ PI = 11+00.00 - -- : EL = 235.1T �I _ - - - - '� , - - �. �� EL = 233.9T + ---- - -- KC= 17050 ' _�� ---- ' � � V> 80 MPH � _ V 68 MPH _--- -- � �! II � VC 200' ' : i �I � _ ---_ - I I I . �+ �000-'f =�-�: (+l .300b% �{�� �� I I I I I I --- � I � I I - � � � � �, �� , --- _ — - -- -- -- — — _-------- : 2 I'� : _ __ �; - - - � � : II I'I I'I _ _ ' 'I � � � � � _ � � I� � _ I� SEE SHEET NO. 30, 29 FOR -RP13A- ALIGNMENT 10 11 II -12 I 13 14 1 1 1 18 1 20 21 I!I I'II 22 I 2 24 5 6 7 9 3 �: �� I I �I �I � ' i� �� I _ , _ � � -: _ -- �'� _-_ l� -_- J�_: _ � � �� I I 1 { i i il i i i � I --- _ __ III i i i � i � i E N D G R A D E � � -LP13B- STA. 19+96J1 ,i ELEV = 256.78' � I I � � � i� - -RPl A- -:- -- � � � -LPl B- �� �� 1 �� �� ��� 3 � � � �� �� 3 � � , , ___- - �� '� � ___ � � , Pl = 19+55.00 i I EL = 256.00' _-- _ __ _ _ �II _ VC = 80' � K = 5l END GRADE � I i I V= 42 MPH BEGIN GRADE 2 . i -RP13A- STA. 24+41.06 'i = f � I �i , i , , -LP13B- STA. 10+00.00 i Pl l5 70.00 , , i : - _ EL- 242.79' I I� 2% - -`- ELEV - 254.56 i i E 24 f EL V 0 35 3 i i i 4 _ f Pl l2 40.00 � }- - i VC 450' � � ( � � � EL = 24/.80' i, � VC = 200 ' V 6 4 i� �i _ 4 --'- - - ._.... ... _--- '�---- - ,-- -- —I�--- _ _ - 'i __ _. _. ii _ II - - - _ - - - - -- -- - - -- __ .. - -� = 2 MPH - -- i - ..._. _... _.. � - - _.. - - ---- ----2�4-- V > 805 MPH I� � � - _ _ � . . - _ _ .-- ...- !II � PROPOSE ...GR�DE _(+ -o � � � � � �� � i I �-- � u' � i �� I �� o __ _ � i I -� _- ii _ , - � (+JO.I300 -�- -- - � i i� I - - --, EXlS1TlNG GRO -L- + a' (+) .4312� ND I � I I l�Q_ N _ ,...... i � L_... r �0;3000 - ------ -- -----�---- 'I ', -.24.4.--- �._..... _ -- _.. .: --- I � ---- -- (+JO 050/I ... � � ,�. . ,. ----- ----- -- --- -- ------=---- ----- - -�� ...... � � I � I I ��� ! _ _ _ _ _ �- T - �_ -__ -- - _ _ � — -- _ _ � , � I �� _ —2-� Q-- :.. _ . , _.... _. l._ --- — -_ --- -= ---254 : -_�,�- �os�o _-c Ao� � �- - -- � -- , � XISTING ROUND I�� i:_ _ -o . . , �. . i. i. i . �.. I . . .. . .� .� , i �.� �. i .. � i � � -----..- .-�-- ... ....-- -------- ----:. .....:.:. .�...._ ,.�...:.-._ ,.--..._ �.. ._�. . u, . .�. : ........_�.. . ��._�. ... .�_� ...:.. . ........... . . .........._ �. . ...:._.:...._ .-----:.:. ��........ -- . . � � . .:...----. . _ -......_ . . , . . ...... �, I�i I . .. i . . �� .... . . .........: �. --�--.. ._.:..... ..- .-......:. . I..----- ---��Q---- ��� . . . . . i i �. i . . . . �. � � i i �. . ��� ' ' � SEE SHEET NO. 29 FOR -LP136- ALIGNMENT o�. SEE SHEET NO. 30,29 FOR -RP13A- ALIGNMENT , I Ii I I I i i I II � � ii ,i �� � i I �� I I � ' ' I � I I �� ��" 24 25 26 10 11 12 13 14 15 16 17 18 19 20 ��� 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l l08 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. �. . �. . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .... ...�. .. .. . .I... ...II. .. .. . .. . � .. .III�. ...���li.. .. I . ... i... —RP13B— MEoIAN o,T�,� --- � � li I i I �� P][�E1Ld�dNA1[3�i' 1l�La�11iT5 � . . � �� �i I �� � I �� �� , � , I I I , I I � I DO NOT USE POR CONSTRUCTION .. ... .. . .. ... ... ... .. . . .. .. . .. .. . . .. .. . .. .. � . . .. ... I�� . .. I I . BEGIN GRADE '� i _RP13B- STA. 10+00.00 �I �I II �I i �I �I i �� il II I ELEV = 249.67' i �i I i ii ----- --- --- ----- - — --- — i � _ -- _ _ i _ , � , i -- --- Pl = 11+00.00 -- li I � Pl - 2/+20 00 - -- I --- - P/ - /4+/OII II ' : EL = 249.82' : - i - EL = 248.89' � I i VC - 60'.83 � � VC = 200' V C = 2 4 0' � � � � Pl = 18+00.00 � � � K_ �� V� 80 MPH K= 240 � �I EL = 243.82' il � V= 809MPH ' V= 69 MPH i VC = 480' i I i PROjOSE GR�DE K = l68 , - - - � - I -- �+J .1500% � J0.30 0% , V= 67 MPH I� �i � , __ -- - --- ---- --- ______ � �+ = -- ` " �+J 17880, I ' ---- --- -- I _-----iFT1.�656. - " -- —T— _.— _' --- i i _ ---- � �i �� ` _ li --- — __ , - � , ; , ---�-- '-t 300�(% ( JI.�� 6'/,--- ��— �� ! - XISTING ROUND I , 1 --- I � - -- --- -- - � � � � : � --- � : : �� : /HIN�E L . (CO,NTJ - _ _ _ 16,Y, � � � � � S E SHEE 74 / l �'---__ I I , -- J t " - _ � � - -- - —�� — -- - ----- - - ' - i= L� I I i � , ' B E I N S P E C I L C U T D l C N ' , : _ ROFILE E R O F I I I I TA - 15+ 4 �I Pl 2If10.00 ,I _ l 242.2 � I� I� I EL = 247,0! -- I�i I� ' i I _ I � l T D E C 7 �i A Z C T E Y V D S E C l�,/ C U D I T i C H I � � -- - - � _-------- ' � >, � T'- i � � � i � ___ '- __ V DIT H f�T. i i � � W HlN E LT: 2 � ' I , DlTCH R. , • Pk =�+60.�00 � � I� I� li ' I 34.2� _ , - �I �- �� f6q � I _ _ EL - 39.6 �,I � I SEE SHEET NO. 29 FOR -RP13B- ALIGNMENT : I= 240.6 I il II 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � I �I � � ' _ _ __ __ _ _-_ 1 -- -_- J_: �I � �� �I � , � � � : � � _ _ � - _ ; i' { I' RP136 � � —LP13C : � � i i END GRADE � I I i i -LPl3C- STA. 18+99.73 � I� ELEV = 263J3' - -- __ _ _ I i �� i � __ � i� i� ii i ', i END GRADE I i _ I - --- I I I I � II Pl - 18+20.00 �- _ - -RPl3B- STA. 24+29.14 _ _ � , � __ � _ � � � EL = 26I.90 � _ ELEV - 255.83 _ � � I ._ � � I , I � , � , � � � VC = I50 i _ � -_ K= 42 I' BEGIN GRADE V= 40 MPH I -_ � � I __ __ ___ - -- -LP13C- STA. 10+00.00 - i �+) .2952% _ i-- ROPOSED GRADE �' I� ELEV - 237.03' -_ r�g5g� ° �� � �i -_ PR POSED G ADE �� � i I �� � , f+��1�43�-- - ! i� � -(,'�----- ---- -- j i � � % = f --Z�_ ---' - LL - EXISTIN GROUND I _... _. __.- _ Pl - II+50.00 ------ -- -- ----- _ ....:_ Pl l3 80.00 _ - - - - - I -- ----I--- -- II--- --- -- ----��Q--- _ - -- . ---- -- ---- - - -- - ---- _ _ _ _ -1- 4 y - --- � - � �I EL = 237.94 EL 236./2 I ii il I -T- -- 250' VC 2I0' � � _ __ � __ = l79 K 32 i �+11.788 % ._ KC= 63 MPH V= 28 MPH � _ __ � i / � � ii _ �I i 'i � I� i 4Q_ '�� _. _ _ - :_ � _:...--- - -..... ----- -_ .. '� ' _.... _. ___:.._ - --- � �. ' I I I ..: -.24.4--- ND SPEC AL CUT D TCH ° `1 � �� � EXl TING GRO ND ' -,�: __ /HINGE T. _- � - � � , (+) 6067% � J0.79 3% � � I _,, S�gl% � i I - — - - � l 23+6 .000 \(�J0.793/ I (+)5 I II � � I ---2� ,— -- --- - -- L =--2,�/,4 - --- ------ i _.... - -- -- . _....... _... _- - - - - - — --- - --- -- 1----- ---�Q-- -- � J I � I � � � -o '. . . , , . . �. �. . . , . . � i . . . . .. ,. i ,. '. ,. ro . . .. . �.�. . :. . .. . . . .. . . . . . . . .. .. .. li .. . .. 22Q- -- --- ---- - ..__ .- -- �---- -----. _ _ ,....-._ _ _. ..-- �� � - - - . - ! --_ _ - _ I_......_ -224- ' � ,. _ - - -� - N�� �, � � , �, �, � � I �� �, I aCz ' '� � '� , I - 3C- ALIGNMENT a� SEE SHEET NO. 29 FOR -RP13B- ALIGNMENT I� i SEE SHE � , � ET NO. 29 FOR LPl �� I I �! ! � ��� �� � �:,�� 23 24 10 11 12 13 14 � 15 16 17 18 19 �.. 6 �. I . .�. .. �. RIGNT DITCN PROJECT REFERENCE NO. SHEET NO. � � � � � � � � ' � /-53�8/1-53/l l09 � �. �. �. �. �. �. . �. �. �. �. �. �. . �. �. � �. . �. �. �. �. �. �. �. �. �II �. �. . �. ROADWAY DESIGN HYDRAULICS . . . �. �. . . . �. � . . �. �. �. . . . . . �. �. . . . �. �. . . . �. �. �. . . �. . �. . �. �. . . �. . � . �. I . . �. . �. . . �. �. I . . � . . �. �. �. . .. . . LEFT DITCH _"_"_"_ ENGINEER ENGINEER . ..... ...i... .. i... .. .. .. . .... ...�. .. .. . .I... ...II. .. . .. . . .. . .. . � .. .III�. ...���li.. .. I . ... i... I I MEDIAN DITCH ------ i � P���,d�dNA�� �Za��s R�� DO NOT USE POR CONSTRUCTION � 3C :. ; ; ; � ��, BEGIN GRADE li I�i ��i �i I�i i 'I i -RP13C- STA. 10+00.00 , , i --___— --- -- ---- - - ! � � --- --- -- -- --'--- ELEV = 242.12' I i , � i , i 'i � -- - 'I I� I� � ' � I - — -- — �i �il — - i — — i �I � � � II Pl = 1I+30.00 � � i j o I � EL = 242.51' . / P IA T PI = 18+20.00 �� � � I N I VC = 56' I B � N S E L LA E AL � 2 � ;, � E L = 2 3 3. 5 4' I i ' i � , K= I D!T H L. _ , � 7 60 � — : V= 6/MPH : P= 15+00. 00 KC= 1300 �4. E 236.0 V 60 MPH �+10.30 0% f -J1.3000% % i — — — - I _ _ — il �-J 1.047 % � _ _ _ _ li i � ii �� ii _ �i — — _ - - ) 3.7 `ZOQ � ii ii ' -� — _ _ _ I _'_ ( J 2.8500% ( � -- - - _ __— _ — �-- -_ - --- - — — —� �_ - - _ _ b ; v I� ~sPE t�t Etl� FEtI - — — � I $PEC AL C T D TCH - - - - � _ - i - - �=1/.3 ° , �+) 5 , /HINGE T. I ' � �+108250 ; � _ �EE SHEET 7 i • -Ll- RT FiOR Pl =17+90. 00 I� ! 242. 8 , � REMANIJEA? F �=�3�. � Pl=I8+90000 � _ � � � ------- -- — — _ i I I �ROF LE , EI - 236. 0 � __ . _ _ I ._ � _-------- � � � � I � i � ___ '- __ i ' o PI I+7 � � + � 5 .000 2 � ' STA l5 0 i l l.17 I � El = 32.6 I .l 'V DlT H Lf. � � � � SEE SHEET NO. 29 FOR -RP13C- ALIGNMENT � �i � P �_ 16+90. �0 I � I E� 34.0/I II -- ' II I 10 11 12 1 14 1 1 1 1 1 20 21 22 3 5 6 7 8 9 I � �: �� � I �i I �I �I �, � � �� _ _ � � -. __ _- __ � --_ l� ' -__ J�_: _ � � �� I . I I - - I I 1 { � I � I� � -RP1 - 3C 'i, i II i i 'I END GRADE i � � � ' I � � � i � __ _ _ _I_ � _ i I i � —RP13C— STA. 25+22.06 � i � i � � ELEV = 263.59 �� �� �� , �� I Pl = 24+20.00 I i '�i '�i �i � T i___ __- EL = 260J6' � r . � ._ � �� _ �� _ �-- - —_ VC = 200' � I� '� i �i --- — ' V = 54 MPH — _ '� — 2 70 70 � ��� I �, � I _ I , ��I _ _ __ _ __ . - —_ _ _ __ EXIST NG GROU D (+ 2.73 7� � ' -- li ' 260 260 - � c+� � �I � � ! � i �'I 0 3 7% P�JSED i 2 I� ; (+)4.5 I I �� 2 —�0 ----- -� --- -- - �-, -- --- -,- - _---- - --- • -- -- L-- -- — ---L -- - — � � -- r- --- -�----- ----.�Q__ -- - -1- — -� --- � � I II � -, I � , � � _L ___—__ __- _____� �___ __ _ _- __ _ _ .__ __ __ I __ -__ ._ _- � ' _ — , -- � i _ � � -- 244_ 'I - 'I 'I _ _... '� �� --- --- — --- _. _ � � � - - �� - __... _... .:. - '-_ _ — - I I ''- .:.. 244.--- i � _ I � ' , ', -�: __ � _ _ __ � _ -- — - - � ' � ' � � I ---��9 '�,— — ;�-- �- - ----- _ - __.... _.....:. ' _..._ - -- ----- ��, - - — --- — --- -- �----- �3Q-- � -- I � � � , � i I � I � i i � i � 22 22 ---Q- I- - - --- -- - -- --- -- - - - -.. . - - - _. � - - ' - - -.... ... - - -. -- ----�-- � --- -- � �� i � _ - - -} -' - _. _ ��s_ ' I� ' �� I' � SEE SHEET NO. 2 FOR -RP13C- ALIGNMENT � I � I�! I! 9 I �i Q, � lill � i � � o� i I i N� � I �. � , i � I � , I , z,� 21 '�� � �'�� � I� ,� � � � �I� 21 � ��� 22 23 24 25 26 ���