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HomeMy WebLinkAbout20170269 Ver 1_Permit Application for R-5516 Craven County_20170307Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Rivenbark, Chris Tuesday, March 07, 2017 9:15 AM Thomas Steffens (thomas.a.steffens@usace.army.mil); Ward, Garcy AI-Ghandour, Majed N; Chapman, Amy; gary�jordan@fws.gov; Johnson, Jay B; ken.riley@noaa.gov; svc.tkoch; Carpenter,Kristi; Mellor, Colin; NCDOT Service Account - Roadway Design; rachel.sweeney@noaa.gov; Rouse, John W; Staley, Mark K; Staples, Shane; Wilson, Travis W.; Twisdale, John W; Ayscue, Phillip W; Harmon, Beth Permit Application for R-5516, Craven County Follow up Completed The permit application for R-5516 has been prepared. The electronic copy can be viewed/downloaded at https://connect.ncdot.�ov/resources/Environmental/ This email serves as our permit application submittal to the U.S. Army Corps of Engineers and the N.C. Division of Water Resources. Chris Rivenbark Natural Environment Section Technical Services North Carolina Department of Transportation 919 707 6152 office crivenbark(a)ncdot.qov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR March 7, 2017 Washington Regulatory Field Office U. S. Army Corps of Engineers 2407 West Sth Street Washington, North Carolina 27889 ATTN: Mr. Tom Steffens NCDOT Coordinator JAMES H. TROGDON, III SECRETARY Subject: Application for Section 404 Regional General Permit 198200031, Nationwide Permit 12, Section 401 Water Quality Certification, and Buffer Authorization for the proposed improvements to U.S. Highway 70 and Slocum Road at the Cherry Point Military Base in Craven County. TIP No. R-5516. Debit $570 from WBS 45492.1.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to construct a grade separation at SR 1130 (Modlin Road) and interchange at Old NC 11/ SR 1213 (Old NC 11 Road) in Craven County, NC. Proposed permanent impacts to jurisdictional areas total 1.14 acres of wetland, 1,054 feet of stream, and 0.17 acre of surface water in the project area. Proposed temporary impacts to jurisdictional areas total 273 feet of stream and 0.06 acre of surface waters. Additionally, there will be 0.01 acre of temporary fill in wetlands from utility relocations. Please see enclosed copies of the Pre-Construction Notiiication (PCN), stormwater management plan, pernut drawings, utility permit drawings, roadway plans, Three Swamp Mitigation Site Debit Ledger Update, and DMS acceptance letter. The Categorical Exclusion (CE) was completed in Apri12014 and distributed shortly after. Subsequently, a FHWA Right-of-Way Consultation was completed March 15, 2015. Additional copies are available at the NCDOT website: http://207.4.62.65/PDEA/EnvironmentalDocs/. This project calls for a letting date of June 20, 2017 and a review date of May 2, 2017. Regulatory Approvals Section 404: We anticipate that the bridge replacement, including all approach work will be authorized under Section 404 Regional General Permit (RGP) No. 198200031 (NCDOT Bridges) and the utility relocations under a Section 404 Nationwide Pernut (NWP) 12 in accordance with Section 404 of the Clean Water Act (33 U.S.C. 1344). Section 401 Permit: We anticipate 401 General Certification numbers 3884 and 3886 will apply to this project. NCDOT is requesting written concurrence from the North Carolina Department of Environmental Quality, Division of Water Resources. MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 I O2O BIRCH RIDGE DRIVE NATURAL ENVIRONMENT SECTION CuStOrit¢Y SErviC¢: 1-H%%-36H-496H RALEIGH NC Z.%61O IS9g MAIL SERVICE CENTER Website.• www.ncdot.gov RALEIGH NC 2%699-1S9g Neuse Ri�arian Buffer Authorization: NCDOT is requesting a Neuse Riparian Buffer Authorization. from the North Carolina Department of Environmental Quality, Division of Water Resources. � A copy of this permit request and its distribution list will be posted on the NCDOT website at: https•//connect ncdot.�ov/resources/Environmental Thank you for your assistance with this project. If you have any questions or need additional information, please contact Tyler Stanton at tstanton@ncdot.gov or (919) 707-6156. Sincerely, S Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 198200031 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: Proposed improvements to U.S. Highway 70 and Slocum Road at the Cherry Point Military Base 2b. County: Craven 2c. Nearest municipality / town: Havelock 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state R-5516 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: 919-707-6156 3g. Fax no.: 919-212-5785 3h. Email address: tstanton@ncdot.gov Page 1 of 11 4. Applicant Information (if difFerent from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 11 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1 b. Site coordinates (in decimal degrees): Latitude: 34.9173 Longitude: - 76.9418 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: Approximately 30 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Sandy Run proposed project: 2b. Water Quality Classification of nearest receiving water: SC;Sw,NSW 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: Land use is generally retail/commercial development and residential development in the vicinity. 3b. List the total estimated acreage of all existing wetlands on the property: Approximately 4.7 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,797' 3d. Explain the purpose of the proposed project: Improve traffic operations at the existing at grade intersection of US 70 and Slocum Road by addressing capacity deficiencies and queuing issues associated with access to Marine Corps Air Station (MCAS) Cherry Point Gate along Slocum Road. 3e. Describe the overall project in detail, including the type of equipment to be used: Construct interchange improvements at Slocum Road and US 70 at Cherry Point Military Base in Havelock, NC. Improvements include maintaining the existing roadway while adding a flyover, turn/merge lanes, and access management improvements. The project includes the extension of an existing 6'x5' RCBC carrying Sandy Run under US 70, a proposed 10'x7' RCBC carrying Sandy Run under Marsha's Way, and double 66" RCPs carrying UT to Sandy Run under Slocum Road. Standard road and bridge building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / � Yes ❑ No ❑ Unknown project (including all prior phases) in the past? 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: ESI, Inc. Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. September 10, 2012 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. Please see attached cover letter. Page 3 of 11 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): � Wetlands � Streams - tributaries � Buffers � Open Waters ❑ Pond Construction Page 4 of 11 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetiand area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction 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 W 1 � P❑ T roadway riparian � Yes � Corps 0.26 ❑ No ❑ DWQ W2 � P❑ T roadway riparian � Yes � Corps 0.02 ❑ No ❑ DWQ W3 � P❑ T roadway riparian � Yes � Corps 0.16 ❑ No ❑ DWQ W4 � P❑ T roadway riparian � Yes � Corps 0.03 ❑ No ❑ DWQ W6 � P❑ T roadway riparian � Yes � Corps 0.19 ❑ No ❑ DWQ W7 � P❑ T roadway riparian � Yes � Corps 0.48 ❑ No ❑ DWQ W7 ❑ P� T sewer Line riparian � Yes � Corps 0.01 ❑ No ❑ DWQ 2g. Total wetland impacts 1.14 ac. perm 0.01 ac. temp 2h. Comments: See attached Permit Drawings and Wetland Permit Impact Summary for additional detail. 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 jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 � P❑ T culvert extension Sandy Run (SA) � PER � Corps 329 ❑ INT ❑ DWQ S1 ❑ P� T culvert extension Sandy Run (SA) � PER � Corps 132 ❑ INT ❑ DWQ S2 � P❑ T ditch UT to Sandy Run � PER � Corps 111 (SB) ❑ INT ❑ DWQ S5 � P❑ T RCP UT to Sandy Run � PER � Corps 137 (SE) ❑ INT ❑ DWQ S5 ❑ P� T RCP UT to Sandy Run � PER � Corps 4� (SE) ❑ INT ❑ DWQ S6 � P❑ T RCP UT to Sandy Run � PER � Corps 166 (SB) ❑ INT ❑ DWQ bank UT to Sandy Run � PER � Corps S6 ❑ P� T stabilization/road �gg� ❑ INT ❑ DWQ 51 fil I S7 � P❑ T RCBC UT to Sandy Run � PER � Corps 311 (SB) ❑ INT ❑ DWQ S7 ❑ P� T bank stabilization UT to Sandy Run � PER � Corps 43 (SB) ❑ INT ❑ DWQ 1,054 3h. Total stream and tributary impacts perm 273 temp Page 5 of 11 3i. Comments: 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 waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 � P❑ T Sandy Run (SA) RCBC Stream 0.05 01 ❑ P� T Sandy Run (SA) RCBC Stream 0.02 02 � P❑ T UT to �SSBj y Run ditch Stream 0.02 05 � P❑ T UT to (SEj y Run RCP Stream 0.05 05 ❑ P� T UT to (SEj y Run RCP Stream 0.01 06 ❑ P� T UT to �SSBj y Run RCP Stream 0.02 06 ❑ P� T UT to �SSBj y Run bank stabilization/road fill Stream < 0.01 07 � P❑ T UT to �SSBj y Run RCBC Stream 0.03 07 ❑ P� T UT to �SSBj y Run bank stabilization Stream <0.01 4f. Total open water impacts 0.16 perm 0.05 Temp 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. 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: Page 6 of 11 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 an impacts require miti ation, then ou 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 Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora T im act re uired? B1 � P❑ T RCBC Sandy Run (SA) � No 25,351 15,896 B2 � P❑ T Ditch UT to Sandy Run (SB) � Nos 4,990 1,804 Clearing 63 � P❑ T roadwa Tucker Creek � Yes 0 874 Y ❑ No fill B5 � P❑ T RCP UT to Sandy Run (SE) O Nos 9,538 5,519 B6 � P❑ T RCP UT to Sandy Run (SB) � Nos 11,717 8,272 B7 � P❑ T RCBC UT to Sandy Run (SB) � Nos 18,155 8,105 $,� B7 � P❑ T Sanitary UT to Sandy Run (SB) � Nos 215 728 Sewer 6h. Total buffer impacts 69,966 41,198 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. NCDOT has utilized an alignment which attempts to avoid and minimize impacts to streams and wetlands to the greatest extent practicable. All of the proposed drainage has been designed to have as little environmental and surface water impacts as possible. Ditches were designed using BMP grassed swale criteria. Velocities at wetland features are non-erosive. Design Standards in Sensitive Watersheds will be implemented. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Culvert structures have been designed with a 1' buried depth in order to promote natural habitat within the culverts. Effort has been made to maintain existing drainage patterns. Grass swales have been incorporated into the design in order to provide treatment to stormwater runoff. No staging of construction equipment or storage of construction supplies will be allowed in wetlands or near surface waters. NCDOT and its contractors will not excavate, fill, or perform land clearing activities within Waters of the U.S. or any areas under the jurisdiction of the USACE, except as authorized by the USACE. 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? 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 Page 7 of 11 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: The riparian wetland impacts will be offset by debiting NCDOT's Three Swamp Mitigation Site. Stream impacts will be provided by NCDMS. See attached mitigation information. 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: 1,0541inearfeet 4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 1.14 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. 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 Culverts, pipes, roadway 24,047 3(2 for Catawba) 72,141 fil I Zone 2 Culverts, pipes, roadway 33,018 1.5 49,527 fil I 6f. Total buffer mitigation required: 121,668 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). DMS in-lieu fee 6h. Comments: An updated DMS acceptance letter is forth-coming. Page 8 of 11 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. 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 no, explain why. � Yes ❑ No Comments: 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 permit drawings and 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? N/A ❑ 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 ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A Page9of11 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. 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: Catigorical Exclusion (CE) 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 26 .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): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 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. An Indirect and Cumulative Effects Screening Report for R-5516 was prepared in March, 2013. This study rendered a determination of "Indirect Scenario Assessment Not Likely" in the screening matrix, and no further study was recommended. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Not applicable. Page 10 of 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? USFWS & NMFS websites and agency consultations; CE 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; CE 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will 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 (CE) 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 �( Philip S. Harris, III, P.E. O 3- Q� -� I? Applicant/Agent's Printed Name Applicant/Agent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided. Page 11 of 11 Environmental Quality rebruary 21, 2017 Mr. Philip S. Harris, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: EEP Mitigation Acceptance Letter: RO� COOPER Gavernor R-5516, US 70 Improvements at Solcum Road at the Cherry Point Military Base, Craven County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the stream and buffer mitigation for the subject project. Based on the information supplied by you on February 21, 2017, the stream and buffer impacts are located in CU 03020204 of the Neuse River basin in the Southern Outer Coastal Plain (SOCP) Eco-Region, and are as follows: Stream and River CU Eco- Wetlands Basi�t Location Region Cold [mpacts � Neuse � 03020204 � SOCP Stream Cool I Warm 1,054.0 Wetlands Riparian Non- Coastal Riparian Marslt *Some of the stream impacts mav be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's 6uffer Authorization Certification, DMS will transfer funds from the NCDOT 29$4 Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for TIP Number R-5516. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation credits available, Chen the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Program. !'�`Nothing Compares �-_. State of North Carolina Environmental Quality 217 West Jones Street I 1601 Mail Service Cencer I Raleigh. North Carolina 27699-1601 919 707 8600 Mr. Harris February 21, 2017 Page Two NCDOT TIP R-5516 Eco- Buffer Impacts Buffer River Basin CU Region Zone 1 Zone 2 TOTAL Impacts Neuse 03020204 SOCP 30,212.0 31,907.0 62,119.0 This mitigation acceptance letter replaces the mitigation acceptance letter issued on February 8, 2017. DMS commits to implementing sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, Jam B Stanfill DMS redit Management Supervisor Cc: Mr. Tom Steffens, USACE — Washington Regulatory Field Ofiice Ms. Amy Chapman, NC Division of Water Resources File: R-5516 Revised �Nothing Compares�. State of North Carolina � Environmental Quality 217 West Jones Stmet � 1601 Mail Service Center I Raleigh, North Carolina 27699-1G01 919 707 6600 Three Swamp Mitigation Site ONEID 069-001 The Three Swamp Mitigation Site is located in Pamlico and Craven County within the USGS hydrologic unit 03020204 of the Neuse River. NCDOT acquired the 3.90 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-2539A/B. Monitoring requirements were performed from 2007 to 2012 and the site was closed out in 2013. 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 03020204. Table 2 indicates all mitigation debits that have occurred per regulatory agency approval. In order to offset unavoidable Riparian Wetland Impacts for R-5516, the Three Swamp Site will be debited 1.14 acres of Riparian Wetland Mitigation. Table 1. Mitigation Quantities Approved HUC Mitigation Type Starting Amount Additional Notes 3020105 I Riparian Wetland Enhancement 11.99 3020105 Riparian Wetland Restoration 4.23 Table 2. Mitigation Debits — Riparian Wetland Restoration Mitigation Riparian Wetland Restoration Riparian Wetland Restoration Debit Amount II Status II Site TIP � Action ID# II Notes 1.39 1.14 Close Out I R-2539B I 199303531 Close Out I R-5516 ``i: ,,� Hi,��7Wc�V North Carolina Department of Transportation ;r. Stor��tZwater ,,,,,,.,,.,,,� Highway Stormwater Program �`- ,;y STORMWATER MANAGEMENT PLAN — (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 45491.1.1 TIP No.: R-5516 County(ies): Craven Page 1 of 3 General Project Information WBS Element: 45491.1.1 TIP Number: R-5516 Project Type: Roadway Widening Date: 10/4/2016 NCDOT Contact: Paul Atkinson, PE Contractor / Designer: William Stephens, PE Address: Highway Design Branch Address: 701 Corporate Center Dr. Ste. 475 1020 Birch Ridge Rd. Raleigh, NC, 27607 Raleigh, NC 27610 Phone: 919-707-6707 Phone: 919-854-6200 Email: patkinson@ncdot.gov Email: william.stephens@aecom.com City/Town: Havelock, NC County(ies): Craven River Basin(s): Neuse CAMA County? Yes Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 1.2 miles Surrounding Land Use: �/oods, Residential, Commercial Proposed Project Existing Site Project Built-Upon Area (ac.) 24.0 ac. 12.3 ac. Typical Cross Section Description: Four lane divided highway with 12' lanes and 24' grass median. In addition, 12' Four lane divided highway with 12' lanes and 24' grass median. turn/merge lanes to be added near the interchange. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 38,100 Year: 2040 Existing: 32,900 Year: 2017 General Project Narrative: Construct interchange improvements at Slocum Road and US 70 at Cherry Point Military Base in Havelock, NC. Improvements include maintaining the existing roadway while (Description of Minimization of Water adding a flyover, turn/merge lanes, and access management improvements. The project includes the extension of an existing 6'x5' RCBC carrying Sandy Run under US 70, a Quality Impacts) proposed 10'x7' RCBC carrying Sandy Run under Marsha's Way, and double 66" RCPs carrying UT to Sandy Run under Slocum Road. Culvert structures have been designed with a 1' buried depth in order to promote natural habitat within the culverts. Effort has been made to maintain existing drainage patterns. Grass swales have been incorporated into the design in order to provide treatment to stormwater runoff. Waterbody Information Surface Water Body (1): Sandy Run NCDWR Stream Index No.: 27-112-6-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class SC Supplemental Classification: Swamp Waters (Sw) (NSW) Other Stream Classification: None Impairments: None Aquatic T8�E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) ``i: ,,� Hi,��7Wc�V North Carolina Department of Transportation ;r. Stor��tZwater ,,,,,,.,,.,,,� Highway Stormwater Program ��` :�� STORMWATER MANAGEMENT PLAN — (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 45491.1.1 TIP No.: R-5516 County(ies): Craven Page 2 of 3 Additional Waterbody Information Surface Water Body 2: Tucker Creek NCDWR Stream Index No.: 27-112-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class SC Supplemental Classification: Swamp Waters Sw (NSW Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) it � �� /` S� vC,: e, Hi�r1W��V North Carolina Department of Transportation Stc�rt�i�water „�„<.,.,,, Highway Stormwater Program � STORMWATER MANAGEMENT PLAN � - (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 45491.1.1 TIP No.: R-5516 County(ies): Craven Page 3 of 3 Swales Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Water Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 5 -L- Sta. 79+34 LT �1)Sandy Run 0.0 4.0 4.0 4.7 470 816 0.30% 11.0 1.7 14.2 1.9 No Yes -L- Sta. 87+50 LT 5 -L- Sta. 70+00 RT (1)Sandy Run 0.0 6.0 6.0 0.7 70 600 0.20% 1.8 0.8 2.3 0.9 No Yes -L- Sta. 76+00 RT 12 -Y09A- 10+62 RT ���Sandy Run 2.0 3.0 3.0 6.7 665 838 0.30% 17.0 1.7 17.8 1.8 No Yes -Y09A- 19+00 RT 10 -LRB- Sta. 14+g7 LT �1)Sandy Run 0.0 6.0 3.0 0.9 90 363 0.80% 2.5 1.6 3.2 1.7 No Yes -LRB- Sta. 18+60 LT 11 -YWB01- Sta. 18+66 LT (2)Tucker 3.0 4.0 3.0 7.1 710 1434 0.60% 12.3 2.2 16.3 3.0 Yes Yes -YWB01- Sta. 33+00 LT Creek 11 -YWB01- Sta. 34+00 LT (2)Tucker 2 0 4.0 3.0 8.5 846 450 0.30% 16.3 1.9 21.3 2.0 No Yes -YWB01- Sta. 38+50 LT Creek 11 -YEB01- Sta. 49+50 RT (2)Tucker 3.0 4.0 3.0 7.6 764 450 0.30% 19.7 2.0 25.4 2.2 No Yes -YEB01- Sta. 54+00 RT Creek 11 -YEB01- Sta. 54+86 RT (2)Tucker 2 0 4.0 3.0 2.5 254 514 1.40% 5.5 2.1 7.2 2.3 No Yes -YEB01- Sta. 60+00 RT Creek 6 -L- Sta. 81+34 RT (1) Sandy 0.0 3.0 3.0 1.3 130 222 0.30% 4.4 1.4 5.7 1.5 No Yes -L- Sta. 83+56 RT Run Additional Comments Notes: Sheet 5: Topography does not allow for a steeper swale design. Sheet 11: Velocities slightly greater than 2.0 ft/s threshold are still considered to be within a non-erosive range. Site constrains limit the length of swale to 450 feet in these areas. • � � V � � O V See Sheet 1A For Index of Sheets See Sheet 1 B For Conventlonal Symbols 70 t�` END � PROJEC� llbZ � MCAS CHERRY POINT ��s9�` Gr ae MAIN AIR STATION US DEPT OF DEFENSE 1]60 1]] ` 1J61\\ �j � � s�oa,m � I'� i�es 1623 1826 \ 1]]8 C��ee� � ��46 � 1��4 �u 1]5] �»d BEGI11t -_ h�°" '� �_� PROJECT �� � �, � �»6 �,9 4` VICI11lITY MAP MOREHEAD CITY E ����� �� ����� �������� �������� ��� �������� CRA T�E1�l CO U1�lTY LOCATION: INTERCHA11lGE FROM US 70 TO SLOCUM ROAD AT CHERRY POIIVT MILITARY BASE TYPE OF WORK GRADING, PAVING, DRAINAGE, CULVERT, STRUCTURE, AND SIGIVALS y�������� BEGIN TIP PROJECT R-5516 � —L— STA 60 + 00.00 ry ����Ts END BRIDGE -YEBOI- STA 33 + 65.84 ± BEGIN BRIDGE ; -YEBOI- STA 29+00.84± 4 NORFOLK 6 SOUTHERN RR 7 —�— Ns �o� i , li W � �Yeso�_ , WETLAND AND SURFACE WATER IMPACTS PERMIT PORTIONS OF THIS PROJECT ARE WITHIN THE MUNICIPAL BOUNDARY OF THE CITY OF HAVELOCK. THIS IS A PARTIAL CONTROLLED—ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. METHOD "III" CLEARING SHALL BE USED ON THIS PROJECT `�� I �SITE 1 =SITE 4 SITE 5 / -Y02- STA. 12+25.45 � END CONSTRUCTION -YEBOI- STA. 60+85.00 -YWBO7- STA. 39+24.00 ITE 2 �� � E 6 /� �YO�� �� Y c ( � N! O�� CT� % 4.25+46.51 SITE 7 HA�E(OCK C�11, CIMITS �`�GO�'� � �o � ;1,� �`� p �O C.�L,�O S \ �� ���� R-5516 � c nnw.Ko. .w.anw.No. escxiwrm� 45492.1.1 NHS-0070(154) � o P•E• I 45492.2.7 NHS-0070(154) I WW & UTIL. I l�lEB�]LII�IN.��B� 1[�1L�N� DO NOT USF, FOR CONSTRUCTION PERMIT DRAWING SHEET 1 OF 27 END TIP PROJECT R-5516 —L— STA. 121 + 72.22 -YlOA- STA. 11 + 85.00 �� �SIT�' 3 �� 0 -Yl l A- STA. 18 + 00.00 + NF� eFRiy \ N Z O > � �� - - � DETAIL- � � � � DE AIL' �O PROIECT REFERENCE NO. SHEET NO. ' ._ .. . . � _ �- _ . _ _. -.. _ _ _ � � .. _ . - - DETI+IL_33 sPean� �arFM.4L GRASSED SWALE R-5516 5 DETAI� DETAIL f% DETAIL 22 FALSE SUMP LATERAL BASE DITCH (CHANNEI RELOCATION) ,(Na� �oie� FALSE SUMP �� SPECIAL LATERAL GRASSED SWALE SPECIAL LATERAL V- DITCH � Nol to Scale) � o o s<aie� , 1.. ; -. � WW SHEET NO. � Ho�+o 5� I 1 Hoi �o s«ial . � Ho� �o S�a o� d - - � Med'an D tch � I� 1 �----y R WAY DESIGN HYORAULICS Oufs'de Ditch �I ��� 9�� �2�1` LF.�i � I-. .� �,oi H �.oi � �°` `F�i Traff c Flow '�1 � �'� r�.oi � �� rva�,,.ai .� .� ° � f�n sope � D �: p F�o E�NGINEER ENGINEER �0 t tiF� 3� 3� G uid GrUnd J y�e� OA `�1 20:1 Gro��d 4. a, �e� � 3' I slo�� _ . _ � p F\o Fill Ground 3;� p �� �B� Slape �Sce Char� Below� -,- ]0' -�1 GI B M. D- 2F. . , . „_, ,_ G,, s�oPe �.s- ; 1P1E81E1LdA�[dN' ]E8�" Y�IL.�N� .. . .. , � . -. �- � - � �. � P 52fJ�eDt}CIl , ,., ,:. , _ --� � B 6 OFf. � DO NOT USE Fd CONSTRUCTION Pe e�<. . Mn.D-. lSFt �� Mn.O= 1.OFt.���.. S Dtch SIoPe o���-�.-' . aP� o FROM STA.78+70 L- J . 6 SOFf. Min.�= 1.OF. A, 5 - , �q 5-Ditch Slo �{ Proposed Dii<h Dtch Grade L Ditch Grade L FRC3/J� S7A.14+97 LR&-t7 FO STA.18+60. -1RB- LT � � O � . �--�1 t i-''�, �- L$7A.7,0-�6 RT-� I,-�._ r - ��, -. FRO^1 TA79+34 ,L- LT FROM $TA.13+67 -LRA- RT TO STA15+00 -LR.4- RT 00/ To 2.0/ 20 Over4.0/ To 6.0/ 40 RT TO STA.60+ -- . - 83 L-IS7A. ns76 RT I�-I-I ��� =f � 5��7-��-���. ��7f{� 5iAl2-#3Si=�VJBOt_--RT�O �TP13+_00--YW601-$T � Over2.OJ. To 4.0%. 30 _ Ove 60% 50' -. .,_ DETAIL 12 � � �. r 68 L RT L- STA. 76-26 RT �� . ;;.; .... . . � - _ _ . �� i-7 �'; _� - __ ! L- STA 74-22 RT ._ . .-�r.., ... --. - . .. � . �L= STA73+iQ3�' A1� i -'i, -��� I �-� �- �I� . _ �_-. �,I. � i i- _. .. i.rt�Eant �v�11r�FF . ;�� _ � . . . r.ePa,ed �� rhe `IDream� sra,zeTao Rr __ _ DETAIL 46 ' �"���� s�^��� Q e� � ��� --- � � � � - � � SPECIAL LATERAL BASE �DITCH '' ' ' - ' - � .- DETAIL 13 � , �, y, ca ss swn�e o � - - - .�, _ H oPe�� � rtTn off - I o`.� �� � ��. STANDARb V DI7C . � ��M � ss asn szoa . asa F�S�r x�s �� -- � � \ • -=, �No Scale e( ,' e �HotroScae) �F .. �ural � � �I �I S�LOPEO.]0001.FTiFT � ... _ l � tl - 1 k IIoW. ' . �' No��rol. / � �KG ouM . .. sy D ,5.1 � liH i-. . . L PRO � �OOF FT � .. . . . . � ` / �.: •' '.� � . _ l.8 CF$ � nvniE� ��o��e ?�� 3� 5 1 � a � M.o i.o F�. v°z o.s FPs PERMIT DRAWING DETAIL 3 ESLDDE -2 CY � E� �o I� ' ������ ' b- SOFr, oz osFr o a^ - „ � Mn ., , �•���d 3� 3� �, I EST/2 TONS CLASS B RIP RAP clto i3 CF5 SHEET Z OF 27 - _ DD,' . . .. ii�� O Min. - 1. �. � V 0 0.9 FPS . '- - - P EXCRVATE � ��o��a I � � . MEDIAN V DITCH � I 1 -- - - - ceoieele ' g � D o= o.� Fr p`a'mer-' �e Sno�mer ! _ B Z F= ' / "- ,, S� \ FROM A 15-b0 -LRA--�RT TO �STA.15 I-50 - RA- RT � - < � . � F� P� Na11 SCOe �F�o 3.� ' ___ . i 1 Max.Id- 1 Ft. II ,., . _ FROM STA 34+81 -YE801- RT TO STA. 6+00,�.-YEBOI��a , �'� � STA. 76+00 -L- RT � . r � T e ofL'iner CI s�B Ri Ra - - - 15 CAAP W/ELB � ' � ,3.\ . YP � a . P P . - - � I � � OW$ F i F I ��5 TYP �' FROM STA. 7fi+5 '-L- LT TO S7A. 77+00 -L I - F R F � O F� Min. D 1.OFi. �� 6, � N ?. ' ' . � _ _ DI - - - � W Q W �� FROM STA.67+50 -L-MED TO STA68+00 -L- � �' ' /�� .~�,"� =�-' � �` 'I .�� S .25�20��J�.'4��E -w2 r QW FROM sTn. �e+oo -i- �n-�Meo E'rqi� q � �I --�-� F � �.�< SE ENLARGEMENT � 0 N h �N r�ro SCALE) �oeTAi� 8 z � i � SHEET 6 ^ z _ ' i�i1� aoallo . W -{- DETAIL % FROM S A 77 90 L-�7 �,G . SPECIAL L�}T�RAL'�GRASSED SWA�E F _; H . I j a �/'( � � �� _ � iHo��y «i¢i n n� ��'8 PROPOSED CONCftETE DITCH _YEBOI- Z�O I � s � 4 � SPECIAL LANERAL BASE DITCH � � , o s�ie a I SEE DETAIL 32 J N� �I . p i�I KEANETH J. SHIPP. ET UX ' n �; z -. � ��� ��� �. Q �i r�n � � c.o��e a y.> �a` � si'ce T o ' 1�'`� , � V \ � ° I I � 't�° • ❑ • LE� NEl � � F� No 3�.T F? .. y � rn I �\ \ F� '� �,�.a �a ,],.� p 3F�o�.e� siope i \ � M�n.D=-_laF. �' ,. K 5 �8 STABILIZATION F _ ~ N LL= I .. �/ �� F��RO ❑ �- � :. T �� ' " 2GI-FIAT w � e Mln �= 2-OFi- Gkn55 Swa�E Dnin � I + 2' S PEC I AL LA T_ L � x \\ ���E 8 TA ��OT P TILE ,f„ 0.CP,\\\ GRATE � � � V% � �� _ __. B- 2F. N TA.73+50 -L- LT TO STA.76+ -L- �- on= 09 nc �' I ,,... x- ASE DITCH � ���o � i ��� \ 2G1 FLA � ��� � � FROM STA,75+00 --,RT T STA.76+00 l- RT , B S ITE 1 -_ I � E 7 T I E� PA G � � ' .�. � � SPECIAL LATERAL - _ _ _ _ - � xEa. se Fr � ,\ r E Ff \ \ . �'� � � GRASSEO SWALE � FRO _ I s�ore o.aas Fr�r � T• . L PRO 00 tT - ' � . � �* �, * * SEE DETAIL 9 �.�I�I ' ��. ' ��' _ -___. . � iFiF iF .. ' �.�-.. . � � .�� 02 1Z65FPSS �I I I� � �I oia �az cFs I ' -- p t � � �. .E 2 TONS CLA55 B RIP RAP F `� �6 � _ : I _ , Exs c w - � � \ a� A � ' ,rr - - - EST. 35 TONS C�A55 6 RIP � -� � F O � \ HAVELOCK JOINT ` I � � _ I PROPERTIES, LLC FF vto � Fas � . � y - . ��y� �E�� xi��E . � ,y�-� . .� .� , ,\, ESi Sv GEOTEXTILE f/ � F l bM8 � ' • �-_ . - _ �\ T.F � F-�A� --_� �� _ V10=0.9 fPs �� -�* in��LnrE�n � �E rcn - F/ LT � STA 1.d+97 LRB- . �' ���1� --- .�.---� . . . �� DETAIL46 �'\ \ r , -� . . (1 A'- .. � � i .- � _,.-P_ . �� � � - kE AIN,i . -__ __ . _ �' -iNV ��I,.i _ � - � . __ _ [ _ � - = ane- ��tETAW f t � - Z GE fto� � _ _ - � . . c Y � _ if * iE IE PROPOSED DIT 1E 1t - �-- ' Ri7AIN HVV '- - -� ----- -.. - i EST.3 TONS CLA55 B RIP RAP - . �:'.� 7t' � . . TAI . � � F XI ING,kB I,H \ 24A R P� / / _ C C C - I �. . . ... ":. � <- - . , . - _--- � �.:...__ _ �-- i EST. 10 SY GEOTEXTILE . - -- � -- - _ _ . C / - - . - � . �' � � �� m RE N AND EXREND O -- __._ - ===''i "�' - . .. - - F . " MEDIAN V-DITCH . • _ MEDIAN V�DITCH --_----' -_---'- . � � _. .-. -- �- � � � A � - SEE��.DETAll.3 O 3 _____ _ .- . ___ _ . . . F � m __ .' � ____�' ___ ._. - F � _ � . _ SEE DETAIL' . - _ _ __ - , + � :_ _- . - ____ . .., . / �. < m -- - - __- - �. - F. . _ - - F - % > � - - - - - � � � F �- F F - � -_ � � /A'� - O F �� _-- �Y,v _- TYP D � W � -----� ReMove � Oi� _-_� . m.r s�- N 26° 28' S5.6" W is RCP-iv - � 2 O -----� L - � zci � e� x s ecec _ y N - - --- i '� � � __ - � �� REMOV � � - � ^ US 70 - - -- _. _ ... � � - -- � REMOVE � 'o W 15" W -L- - -� - �! � Q Z N 31° 02' 2. R�r^�N ^'' �' �� _ _ -- � 2G1 _ .._ : Fs. - OVE W 2 � N . _ _ -- SPECIAI LATERAL TYPE A .. F " CP ---- . .. . � -Rg� Z L.LJ N L r � - _ GRASSED SWALE � ��" RC I - . 5 SEE DETAIL 8 . _ � . „W . , _ � �G/ ./ .. _. N i � , �� � f _ = N J �( - � � REMOYE.�30" � Q�. 4Z. \ L . Z , 3 P - �� � _ - - TVPE� A F r, { � r� P I �S _ FS .. � .. • O N 36° � _��� °. S�E_Cl/yL IATERAL_ / _ � ^�, ` � J F � -__ C � � _ . 2� .. - - � � � . GRASSED SWA� pJ _ � jr � _ � C 7YRE A -t S � � �E� A �' �i � . � ; SEE DETAIL 8 . � C� -^.,,� j � x � 2 I� _ W � ((��F C �_- � F/ . �F. . , J �. J J� � R . -_ - _ it �F 1t ZW �\ \ .. _ F� ^ . . . GI lA . �. ./ . '�. . .- - 4v' � Q� - . - c -. ��' '_ � W � � - . � �.. t J � . � F .. i � . AT � 2GI � j 2' SPECl/il CUT � �. r ��- O _ ._ � N_ - �r . _.. � _ -- -- - . . .. = C , � � . . \ . . -.- - 7 _ _ . _ . ' - - , .. . / SEE DETAIL 11 � C � _ � � I F � I F � �-- � I I � .78" . l U � . '. - - I I � � / SPECIAL CAt'ERAL RCP_III / - "'� � -- _ � -. � ' � � y �T '� � � � �/ OUTLET CHANNEL . . . a � \ F SEE DETAIL 32 ' �E DITCH r SEE ETAIL 22 � � c `y � STREAMBANK STA ILIZATION � � I PROPOSED CONCR ��_ Q\ -/ i -/� G � EST.- 35 TONS' Ct SS 1 RIP R.4P� EST. 190 SY GEOT XFILE � 0 \ .- �' . � yQ � . �- SEE DETAIL B � - � .� / _ EST. 2 TONS CLR55 B RIP RAP . � � � E5T.7 SY GEOTEXTILE (� �jpE �� . . C . . . \ � SEE DD D V- DITCH :� � � � � / � ' �. � �� � � \ AR L 3 / EST. 3 TO CLA55 B RIP RAP . � � .� Tkl h / . Y EST.lO GEOTEXTILE � � � � esr. �e,cv ooe �% D AIL yl � � / � � . SPECIAL NUT BASE DIT � sPecin� cur v-�ircn _ � � � � � �� 3$ � �' �, �� � s o�ei � SEE OETAIL 15 � , . � - � i / ��� I / 6 p el� I ' �� %� / �. , I Graund 6 � � �e� . '' . . � R OVE ' . . .. . . ... \ ��' � � f , sl pe , � '�'�OVE •...-.... � SPECIAL LATERAL GRASS .�� .. . .. .. � � �,��{=,J Mn.D=1Pt � B � C \� BEHIND R TAININ� WALL v . 1 8-2Fr. �, GRAS A p. 4.J AC I. 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OVC / r:. � I .....: ,:... . - .... . .... .- -_- --/ ` . �B� M �.,.: c DETAIL 32 ' a �.o=iF� GRASS $WALE OATA ' �8 s°�oee �'o ooa Fr�r ° . C P w , . ; � � nqo�,E , , _ _ � ` zF. / _ � aao- at6 FT �' ' �- � � ��� . �OWg � � � � �/ � CONCRETE DITCH '�}� � , ( q2_ 1�oFsrs ;� -EST3TONS �./� n BEHINDRETAINING .���= pi- i.q F7 . � CL4SS B RIP RP,P �� � .. ��� / C \ i Ho �o s�Qiel��Es - FRClM�F/+ 1-� .-LR&.-LT TO STA,18T38 -LR� LTjr q�o �a z cFs ` � EST.10 SY ' . � � ._ � - � . �o �v rrs - p.e �eore�ue � � � � � � � ���i _ r a��- '- DETAIL YS�- �' o�0 1@`F?' i � '; -� �GP,NS _ ,y go STA. 79+34 -L- LT . � c �� ' '�' ' ��. DENOTES MECHANIZED � \I CLEARING � �URF�ACE WA ERTS W � � �� DENOTES� EXCAVATION \ � IN WETLAND �DENOTES TEMPORARY ^A IMPACTS IN SURFACE WATER �R� F F DENOTES F�« �N ��.. _ ��PH �� SH o� �0 WETLAND GF Gv SE� P�N � GI-fL4T � � > . �! / e �� ,::, �y � D , � B ry� � I _. - = SPECIA N� oTsk IaaDITCH' v GRAiE � I / 'r�' � . _- . 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F 70 -L- RT �� 50' 0' 50' 100' z 0 � w � 0 � O � '+" � � N F' N = I N O Z m ` W J ii a. �.�..� W Z N J _ U Q O O O ui + LA O � � W W H = N N J Z �g W �- Z ,,,,, J W = N V L PROJECT REFERENCE NO. SHEET NO. R-5516 6 RNJ SHEET NO. ROADWAv DESIGN HYDRAUlICS ENGINEER ENGINEER ���' �.I�d�. ��' ��..��� DO NOT USE F�C CONSTRUCT[ON � .- �—�—� T �T—;�=—r—,—y�,��—��— — — — — — �, _ _ — — — — — J��� , � . _ " . .._:'�r'�f`'�n1��1 . �•'.1!?'`lr�'u-n��{`r'�.'�_LN_�`f'�Lfr'"�f�'� �' � _ I - Y -'- ����It-It - - �. , -I .. .-. . . — — �r�r� �,s��,�w DETAIL � x � ,, � _ _ .t _ _ _ { • ,. � o , . -��',.��� � -. -. .._FALSE SbA1P � . E . ,�,. - �tr+ � �� � . .._ � � , v. _� J. .-.._ .J � :, .._,� .�. r^ r' ., '`i��r'�Y-� Y � � � Not to Smle) -- , ' - . . . . . . �...�' f � j _ r:.: �; ;r� _ . . . . . , ".,. . _.. O } d Drf<h � - . „.�, •-, � .. T ow DETAIL . _ - . . _ roff c Fl _ . /p � � � FALSE SUMP 1 '. � � � EST. 2 TONS CLASS e RIP RAP - � �.���-�. . � - (.Nof fo Scale) . .. . .. ... . ... F �/ ,F --F -- F — C ^ EST. 7 SY GEOTE%TILE S=Ditch Slopc f� Proposed Dlilch � � Meda'Se�IC anaelow� z0.�� 2.. � . � . .. D ROG'Rn55 SwALE �ATn � � � , — — �. 30003 FGFT ��/ .4 E — -- — ,34� � DI FS �5" AAP W'ELBOWS R -YEBOI- STA.23+70 RT �-$- - - - Gc. - - - .4z- n.a�cFSF� � SPECIAL LATERAL V-DITCH ' �- - - - - - Vx-- t.a FP5 - - - _ -YFRn/- r � O � SEE DETAIL 22 5 Di}ch Slope C� Proposed Dich ox- t.o Fi � � _ oio- s.� cFs PROPOSED CONCRETE DITCH � SEE DETAIL 32 N � R i a a i s�� i ��e� a �•� i 5�� i . � � � . .�.. . . . -L- STA. 83 i 32 M �a � \ a C � SPECIAL CUT V-DITCH _ � = SEE �ETAIL b 3„ E � � � = C i I F F _ _ _ — — � F — — — � � � / ' . . . . .. � � � � — -_-F � — ". . � C � / ., . . .. � � p � � � /_ . . . . � .. . - . . . . � � _YEU��� ' — >. , � � � o c c c - — - _ � — — c � N — — — � _ � c � — �. ` �SPECIAL L4TERAL GRASSED'SWALE ' ` ` ' � I ��. SEE DETAIL 9 MEDIAN V-DITCH � � SEE DETAII 3 � � — c — �- � SL � � � � SPECIAL LATERAL � GRASSED SWALE � � C �f SEE DETAIL 48 � �_'-z ze- � � � � ��m g ii - \ ��`� � a , � � � � � � �� � �� � � r, ,� � � � �. f � �'�' � � �A� � � ' � �CHERRY BRANCH;=L - � I � � � � ���.J ` �� �, /� � � �a)M�� N � { N � K. � � , � E � \ �` � � �� � o � � 1 —�� , �"�� � � � � 3 I:���'.. ' \ O 2 i s � � W � 4 � g I � T W C.�. O O � 1 � � �� — ___ ..__ C. .. ._ C _ —� � LEST.3 TONS�CLA55 B RIP RAP . EST.10 SY GEOTEXTILE ��,.,. �, C � 2�� COLLAR AND EXTEND � ----. .� . . . � [ � C C a C � C -� � C C 6 F} EST.3 TONS CLASS B RIP RAP v10= 1.5 FPS D10- 1.1 Ft _ STA.81+34 -L- RT A=COM'° , . o,�Fe a„ PERMIT DRAWING SHEET 4 OF 27 c S 23' 28' S5.59" E I � m � � } + W � � W I � _ J O N Wogz �, J + G_ = M W � O � W � N H N � C� C _ C �— � \ — � � � SPECIAL CUT V-DITCH EST. 10 SY GEOTEXTILE SPECIAL CUT V-�ITCH . SEE DETAIL 15 . SEE DETAIL 15 � SEE ENLARGEMENT =RNMFN, P�oP�R;Y $HEET 6 iv ran i�r>i Fo����r � I`-� � DENOTES FILL IN � DENOTES IMPACTS IN ..\- \ WETIAND SURFACE WATER � DENOTES EXCAVATION ' `�� ' DENOTES MECHANIZED Ha ,o s a�ei 5 w wer�nNo CLEARING DETAIL 6 DETAIL 9 "� I eoND �P�� DETAIL 3 SPECIAL L4TERAL GRASSED SWALE � R�A�N�NG SPECIAL CUT 'V' D�TCH �yqiL BREAKER MEDIAN V DITCH � No�ro Scalcl �No�la Scole� � D B 1'� Shouldcr � IHo��o S�olo� . Shoulder �\ NAiURAL �� po��� I ` I GROUND F.��'I b�° Ho�urol _,j .. p.�° From Ground e,� �, p�oe� Slope "K � 4„ D= 1.0' e�~ F\o��e� Ground r 3./ � D F� �e, Sloae D E o" 6= 1.0' � Min. D= 1.OF1. Min. D= 1.SFt. )t� A. 23 I 84 �YFBQL- RT TO STA. 26 i� 50 -YEBOI- RT Min. D= 1.>F. M 5 26 �-50 -YEBOI- RT TO STA 28+71 -YEBOI- RT FROM STA. 80+88 -L- MED TO STA.85+00 -L- MED FROM STA.79+34 -L- LT TO STA.87+50 -L- LT - FROM STA.12+66 -YEBOI- RT TO STA.17+50 -YE807- RT � DETAIL 48 DETAIL 15 DETAIL 22 SPECIAL LATERAL GRP.SSED SWALE SPECIAI CUT 'V' DITCH SPECIAL LP.TERAL 'V' DITCH � �No�to Smle� INo�ro S�nle� �N ��o Smle� eL"�f.a Graund 3.�� F� He� Slope G�o�nd 6.�� F�or�e� o�ch Gou�d 3.) . �.— F�p��e� ` slope \ �\�S �\� D D slope nrye � D � \\\ Min_ D— iSFt_ Min. D= l.SFt. Min. D= 1.OF. � �� � FROM STA.97 ��34 -L- RT TO STA.83+56 -L- RT FROM STA.85-00 -L- RT TO STA.93+71 -L- RT FROM S'fA.20+00 -YEBOI- RT TO STA.23-00 -YE601- RT •� � � �� ■ ■ ■ — ■ ■ — PROIECT REFERENCE NO. SHEET NO. R-5516 6 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER 1P1E81E1LdA9[dN' ]E8�" �IL.�N� I � - - _ __ __ __ ,_ _ DO NOT USE Fd CONSTRUCTION . .-.___ � ._- - ' - . - - — _ — _ — - -�-, �� � "' � � � �� /` _--' � � '�'q -� � � '_� � ���k��,� � � � �;;r, � � � � � � ,� � � 8� ��e ec '� � Preparad In e off aGOM �o ,s - � 4 �_ ��,����� � ,,�-,:c} ti_ ✓\ ,�;-�� ���� n. �- --_ --_ _ - ���-- - ` � _ _.-., 0 -4 . _ � ,�'�} . . . _ i _ ____- -_ - _ _ .. � -�i -. . .._,•-. t . _ _ _ .. _ . _ �. , - - - - .: _.- — _ O ,��-�rZ�'7J � . �`'s�- �: �' �J+�,-� D� �� T�'� _ - - � J — —f _l— PERMIT DRAWIN % �c—�-�,�� � a � _ — ��m-�� i - — — O �� ��,���� S j � �,- � �� _— �t, � ��� � _ �, -F- = � � 'u'� � _ � N `� `---_?=t� r-`- ��' \��� �;.�;_:r, yJ %�� � ° as�� Ditch (No f� oie� oo, � J DET � y-.�- �. �, �,� r �_- �� ��/ ✓ � - �A - � �� r" _ � w � . - .. _ � „.._ ._��:_.n,r ..-,.m -,�.,: i ..-. Tr Flo_ _ .. �� � . FALSE SUMP _ . . � L L QW . � - � _ ._ . - � _ _ 2 - _ ., 2', . , _ ..� , , - � 1. No4�o ScaleJ i � � W .. . � _ .. ' � � � . , . �� Medan Ditch _._.. _ _.,..� ._,., ..._ �,. �._ ...... - . CI) _ /. ....:.-- GI 9„ I Z,I GRASS SWAIE DATA . F S - ei[. N F F � on i.a nc I — — — _ F F C C � SLOPE . 0.003 fLFT � - _ -- — — — � _ S=Ditch Slope L GI �Rao zi6 Fi O Z � 25�20�� .�I��E . - DI F$ �5" AAP W/ELBOWS R -YEBOI-$TA.23+70 RT - 5- - / �P ' m g - - - efc .-, - - - - �2 ,.-: FPS �- � - - - - - d4 CFS �- � -YEBOI- � O \ � � 5 Dikh SGrade . L Drtch Grade L �--- � �o= iss� Pss ... � . \ O.0% To 2.0/, ..'20.' O er4.0% To 60% 40' . oio- i.i Fi ' � 1 �'__ W W '-_ \� R r20% To 4.0% 3d ��' -i5ver60% 50' , \ c � Z N . . '- � � = . .a�..�. f`.', STA.81+34 -L- RT -L- STA. 83 I 32 M J � .. . � � \ � . _ � � c h � Q N 'S 3°/g,/33 E \� ��� _ c F � C � _� F � � = — � ` A � — � � � �� ��—=_�_F �� F /� . .. �.. . . � F � C � � � C C _ � — .-.. a � � _ __ _ _ _ � � z � � � \ -YEBOI- � � -_ � S 23' 28' S5.59" E o ► N . _ � \ Q .. . ► t w O C C .. C C � _. � _ � C � C C 1\ > .. _ . .. � . . . � � c' Q _. _ _ -- — __ . _ _— _ _ _ �_ C � . � ' - - - `_ i .�� - ` . �. . _ _ .. _ .. m O ^ � . � - . _ _ i — _ . - � < . . _ _ - . .. . . ' — . — _ _ < _ — -- . . . . . . . - - � � � ` . O ----- ------ ..,... � � � 0 Q, �n --- � �v� w _ - _ �- W pp W __ \e-= W � \ Q = - _. --. J O N N N 2 i_ �a Rce-iv - Fs I� US 70 -L- Aai z�i -L- W� Z � Z - - �r N 26° 28' 55.6" W z� g I —' + � Wg - =MW , V o. w ZW a — ��-- � �- - � COILAR AND EXTEND ' - .. . - � . _ _ � . � N =N ..-_- - �2..._ _ - � __ _ __ . _ . -_ - . . �: - __ _ __ _ - _ . . �N V - F .. g� � � �... - . . . . .. � __ _ a- -T <_ .. .. - .., :. . � _ � Q ____ �� G � __ .. . , --�- . . . .. . . . . - _ . � _ . . ... -► . ... .' .-. � . �' .. - . . . . F.' . _ __ ► __----- � ---� . --._. � _ � - — -- — -� ' - . - _ � . a � . C � — -- _ � �� — . . . . . � _ :� . .> - .�..�� _. ._, � iE � i*E , . � � . _ C � � � � . . . �. � _ _ � -� � � -� . . . '. . . . �. _ - - - - -.,:.. < < C C � C � � � ��. � ��, ; . � _ _ �� k 3E 3E.3E 3F �7F / - � - I �- . .. . . C.�� r � F �.._ .. . . . �. . . �. - _ ... _ c � -� � . C_. _ C . .— � \ . . � c � `� '\R , ri � �, , � � �-.�� _ �- � � — — — -- ,�r _ -- - , � � � � �,__ , ��r� � � ':� ` �� -- � � � CROATAN NA IONAL� � �� � e d � � `-Z z0-� � � ' .___ _ . . � . , � . , �� - ! US GOVERNM �N'�PROPERTY , �S _ �:�� / • 4 ' �' ... ..� 1� FOREST �� �� , . . � , _. . � , � —, � _ � . , � � �'=_ � 2 � � � DENOTES FILL IN DENOTES IMPACTS IN ' � , �, \\ � � � SI 1 � � /"� � � j / �� � �. .... i � WETLAND � SURFACE WATER . � � � . ���� / � . - � � �� � . DETAILi 32 � � \ � � V ��� �� � �� � �` '� � �_ . � CONCRETE DITCH � DEN07E5 EXCAVATION � DENOTES MEGHANIZED � ` /''\� , . / � ,%K ' � , �, � BEHIND RETAIIVING WALL IN WEfLAND GLEARING � . DETAIL 9 `�� i � i/r'� � � `M \� ��z� - i ���� s��ei pa�/ - ' DETAIL 6 � sPecin� vr�aa� �ansseo swn�e �'^>_.� � - � y� � � � � � ,F -� � DETAIL 3 sPean��cu1 �v� oircn � �/ � I � I� F� BPANCHh�I 4 K�\ �` . � MEDIAN V DITCH �Ho��o salel IN �o s�aiel _ /K \;'3k � � /F� ' .� _ B I No��o smiel �" . � �p - - _ _ _ .. `, � K w., � / fH Y � . . . ... D . : I : \ ��_� � .�� ..\ . . _ - _ . 4:! Nol�nal � o� '" Nat�ral d,�pt o f. �- . � . — FO 4\°�� _ _ p.\ Gmund \O`�et �� � N� �`�'�� \ _ d. . rya°` F� e� G�und , 3.� � �o e� ay p F � . . �B�M_ �. N 1 �' ' � � '�` \ �D- 1:0 - o e� D i �'� \ `� ��'� \�=� ' B� 1.0 Min. D- I.OF. Min_ �= 1_SFt_ . E �_ � \ /K� � � PRO� � A 23 t$ .*-���1- RT TO STA 26 i� 50 YEBOI- RT ^nln, D= 15Ft_ ; FR M 5. b+50 -YEBOI- RT�O ST0. 28+71 -VEBOI- RT FROM STA. 80+88 -L- MED TO STA.85+00 -L- MED �� � � '� � � ��- FROM STA.79+34 -L- LT TO STA.87+50 -L- LT a . \�\... \ m � ,� ', FROM STA.12-86 -YE801- RT TO STA.17-50 -YEBOI- RT , � ��" � �� �'— � SEE ENLARGEMENT � � ��- � �o 'i � $HEET 6 DETAIL 48 DETAIL 15 DETAIL 22 � � \ ��� SPECIAL LATERAL GRASSED SWALE SPECIAL CUT V' DITCH SPECIAL LATERAL 'V' DITCH � � P�`{ I Nof lo ScnleJ � No� �0 5<ala� � Nar �a Smle) . \ � � � �� �� � �o, o �a, � �� � �� � a � �,o� , �� �a,��� , �� �,a� � W ^ �� kF R cP �...\\ � Ground 3 � p F�o��O� �nd 6:! p F�o e� G.ound 3'/ p F� re� � � p e° 2 / - � � � � \`\ Mln- D- 1_SFf- Min. D- 1.5Ft. Min. D= 1.OF. ' "' . �� FROM STA.81 s 34 -L- RT TO STA.83 f-56 -L- RT FROM STA.85+00 -L- RT TO STA.93+71 -L- RT FROM STA.20 i 00 -YEBOI- RT TO STA.23 �� 00 -YEB01- RT . a4 a 9 'c < L w � o �' 50' 0' 50' 100' N Z � � ... , � ,�;, � � WETLAND AND '"���` " �'" �'' II V2= 0.8 FPS I SURFACE WATER IMPACTS PERMIT I `G� �O STA. 6 + 00� � � YEBOI `� ��� � ��� � STA. 76 + 00 -L- RT - �- iC 15" CAAP WiELBOW$ F �V �j � - - i/' ��� � �� _ � ,.r ------ �., : .. �,;� � . I � I/ �' � I D I I � I � : � � � FS �� �, ��i , y� � \ `° � ) �' `- � � / �' ; � �i' �� �8 � � �� � � '� �� � � � �� �i �. �. , � � � � LE�C �� � NEL � � � �� � � , � ,� ST BA �TABILIZATION � � F� � _, �� � PROPOSED CONCRETE DITCH J SEE DETAIL 32 , �� F F � S 25° 20' 1504" E�—W2 — _yEB� F � DENOTES EXCAVATION IN WETLAND � DENOTES FILL IN W ETLAN D � DENOTES IMPACTS IN SURFACE WATER � DENOTES MECHANIZED CLEARING f PROIECT REFERENCE NO. SHEET NO. R-5516 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1P1[��1LINI[dIV ]Eb�Y 1PL�N� DO NOT U9E F CONBTftUCT[ON o���e oF _ A_�OM �� � �. F o s�Fax, � o�p�,s�ra < e esa s� PERMIT DRAWING SHEET 6 OF 27 �- -------I--- PROPOSED CONCRETE DITCH SEE DETAIL 32 `� �� � �T. � LAS� IP RAP � �_ _ � � 2GI-FLAT � _ � ��' � T. 8Q��l�' OT�TlLE „ RGP'��� GRp,TE CHERRY BRANCH, LTD N � � � ��� SEE D�TAI��rA � ����� '�5 � � �� �' B�� ` ;� � �� EST. 35 TONS CLASS B RIP R $�T���� �E�� XTILE � V10 = 0.9 fps ���A ,�; �s � � �� :� REMOVE �� � \ 2G�—F�,�,� J I T E � n G � F _ F _ .� � -v SPECIAL LATERAL � — — � GRASSED SWALE ' ' � � �E �E ��, SEE DETAIL 9 � i' �,��* ��,� E.2 TONS CLASS B RIP RAP � ��'� ��/ `� F � � � � � � � ,� � EST. SY GEOTEXTILE � � p � � _ p� � ' � � � � s \ v+ op �,� �`? ��2�. � � IAL �TE� ��DJTCH F� � - �� `� �' D�ETAIL 46 �` �� � � �' � � � � — — — — c c � — —�— — - �' IE PRO�SED DIT � F� � / / C — — — — — — �E �E F 2 4'' / / X TIN DITCH / �C �� � r RCP Ill- — --- - — - - — — - - I� < � — � zu r�' ",9 = - — �---! � � -� _-- �< - �< m REa'-AIN 6' X 5' RCBC ' � � � � � MED AND V-DITCH � SEE DETAIL 3 ,\� ,. _, ,, ? �� � -L - TYP D - - 2G1 18�� F `, '''.N 26� 28' S5a6�� w 15" RCP-IV � TYPE D ` EXTENSION j� __-- � rt /MVVt ! . __ .- F� - - — . , - ; Rg� ' /30�� RCP_in �' — — —� —_2G1 / rN�,-� � ! TYPE A P/r , _ � - _ SPECIA_L, LATERAL _ � __ _ - - - - \ GRASSED SWALE � J�' � � SEE DETAIL 8 � ��� y, , us Gou���E��� � - -- - -- -- Pf��'�R1 Y ; -- � CUT ' � � BAS��DITCH — SEE DETAIL 11_ — � � , F/ �R�� o.,.. . �� ��� __ ,` -- ,: �} C � I - � _ , . - -- _ -_ � � - �8� ,� F F �� _ - � �a, _= - F : F , -- -- - , � _ _� � , � � _ — !� '� "` �E , �E �E �E � — SPECIA � � �E �E��E r � GRASS „ �E�E �E fi��� SEE Df - -- '= ���������� �j� = . _ � .* --- � -_' � � � , O �� � �; , , ' V A��� — — ���. . . �S � T� 25' 0' 25' S0' S ITE 1- PRO F I LE VI EW ALO N G STRU CTU RE -15 0 -100 -5 0 � +50 Native Material consists of material that is excavated from the stream bed or floodplain at the project site during culvert construction. Only material that is excavated from the stream bed may be used to line the low flow culvert barrel. Rip rap may be used to supplement the Native Material in the high flow culvert barrel(s). If rip rap is used to line the high flow culvert barrel(s), Native Material should be placed on top to fill voids and provide a flat surface for animal passage. Native Material is subject to approval by the engineer and may be subject to permit conditions. +100 +150 ����«��� �� �������� ������ ������ 1�1���U]��C°°I[�o ��4��0�0� Q]I����]t�� �l�`1�1�1�����1��1� lF]E��1�1[ t[T� �� �� �][a���7��1[ ]Eg��� �°1[° �C1E�[i��]E�� ][���1�7� 1�1[�lle��lli° �]I$�Y l���i� �1�]Eg1�I�`I[° �][������ ��[]��'� � �IF' �� N Z O w � � W � n ' g I � T W C.�. O O PROJECT REFERENCE NO. SHEET NO. R-5516 7 RNJ SHEET NO. PLL MiS;iONARY BAPT6T CHURCI-�� ' ROADWAv DESIGN HYDRP.UlICS .. ENGINEER ENGINEER -_ _ ��.�1 �� o �.����. �oxer ��.[o �� DETAIL 37 DETAIL 38 DETAIL 39 DETAIL 40 � DETAIL b / DETAIL 5 � fL -. _ _ SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH STANDARD BASE DITCH STANDARD BASE DIT H SPECIAL NT 'V' DITCH � SPECIAL NT 'V' DITCH f`'� -- �No��a Scole� - - - - �rya��la Scale� .. - __ Notlo Scale �� � - +-noi msmie� _ _ _ l Ha w s�ial , � 1 / � Ho� w s�oia� C' Fra�� GONroI NvN�ol Ga�ural Na3url Y rvo��rol ':I��� ...,, ` Nolurol � e' � o� � Fro�� Gro�nd 3 � round Ground �, Gro�nd 3.� p P ¢� D�ch round 3.� p � Ke< p' h :/ p 3� ;� p 31 Gra�nd N ol � I ° I f�°�� SIaPe 4�° 51 Pc G.aund 3:1� ��� � '-FroF Ground 3.)� b\o � -� Dtch Prepored in �he � Min. D- 2.OFt. � Min_ 0= 1.SN. Min. D= 3.OFt. I g I Min. D- 3.OF1. � � Sape D F p OHice of: �/�/�� �o u.e a�� B= 2.OFt. 9= 4.OFt. B= 3.OFt. � i B= 4.OF1. �V 7 � o� F FROM STA. 93+73 -L- RT TO STA.94+71 -L- RT FROM STA. 103+63 -L- RT Min. D= 1.SFr. ... Min. D= lARslo e .' e� o�..e.s�- � I �a ns o0 �s�s�esa° � �v ax . ,. 00 -L RT I I .97 � . FROr/r,$TAlOa#63..-L LT TO:STAl12+14..-L- LT FR,OM STA103+�2 -L RT TO STA106+ __ __ _ _ _ ,__ _ FROM STA.93+75 -L- LT TO STA.101+00 -L LT FROM STA O. �STA.94+50 -L- RT PERMIT DRAWING � - - - - �-' ��-' - ��FROM STA�:101=00'-L-.LT.TO-STA-103�+65--L {T; - , � � �� /`/^ SHEET H OF 2] FROM STA.99+50 -L- RT TO STA.103+62 -L- RT � -'� + R T 00 L 7 FROM STA.106 I 00 -L- RT TO STA.111 � 50 -L- RT - � ����� - - � � �� �-1 �. __V -'.. i�. - ... _ -, .- t43 . - _ . . : _' _ - : ' � I-� i � �: ii � .0 - - - - - � �ti -i ���=+-I I � I-� .-i t_� i r "Lr 'v���.-� h-+�u^�(^iF"�N'`i r!��h���-!''tr^tir'ntirM�' o NORFOUf� H�I R� A� . . . . . . . . . . . . . . . . . . � _ . . . . . . . . . _ . . _ _ _ �'�+�-�,^-�r:�`i.r'�- .-. �- o � _ . + T � ti/ u u+ . �-r'vr��^�+ �'`ir^��-f.u. � , . �r. `v^i-rr'Lr"-u-r'v+ -�. - _ . _ . . . � -� �-'"' ' , , � - . �-� �>, , , , ,-�..� � , _ . � v_. � W i .: -, , . -, , . ., � �.,-;_'z+rr4�� 4r^�.�-^-ir'ti.r^ � �:�..��.r�:..,r�__ _ - .: _ . . : .. , . . � . _ .. . . . . . .. _ .�.. `/�. _ . � � �'w ir'-t,,.� �r . _ ,i� v�ty-CL�"_. .. . .- . . . . . � ' � -.. . - _ ^�- -t, v -v- .r'1�.�'i:.�'.,��s^ �,:rZ,�..rtt . . - � S .� � oiT�H TiE iM oATA � SEE ENLARGEMENT �� t � ti� on= zoa nc -= SHEET 10 - -� - ---- --_ s�oee= o.00iFrhr _ f' - - _ - __ .- - - - - _ _ - _ _ _ _ _ az= zo cFs � y vz= tn Fas - - - - - - �+.� .. D2= �1.3 FT , .. -- _- . _. - __- I . . .__ - - _-_ _-__ . - _- ._- ' 410= 9.�CF5 :�-_ O . . . -._- --_-- _ -_ ,. .-- -: .. ��� �-' . . via= i.o crt .. � . . . . . . . - - `� \!� � V'1 o�a 1 a Fr � � � � r�� �� � P . . .. .�".� .. . � � � ��.,_�:� �� .. � � S j� STA 703+62 -L- RT � ^ t� -'' .. _ . � . , ,_ �:;�' � � . - O '�''�-' 7 SYO GSEOTEXTILEPRAP � � " . � � . ^ . ."f-t-�_ _'��__ T� 2' SPECIAL CU7 BASE DITCH I �1 ' - R � SEECDETAIL 6 V-DITCH SEE DETAIL 37 _ � �i�g' �gb _P!N$KAUNT , �' . C ,_ _. . . . .. . . .. �' NATURAL GAS -- \ � � c SPECIAL CUT��V ...,�� � .. ^ . ^ . / � � � I-� �� : — ` C -DITCH � , . . . .. . . , � � I � � �� C . � SEE DETAIL b � � .... � �� . . � . . .. . � - 00 �z ` . �_� `= . � ._'- — c c c ... c � -. . � � � � c �.. . � .. . -. . . .. � c — c — c . . — .,c � c — c —�.�ul. c O 00 �� � ` --- ---�-------� c �—� �— .. _ _ . ,-�s,-� ,...r . ' z � i��.� � � c_ — — I I� �� � -�' �—_�� -► - � ---�~. � a . ___'_i— O - - - - - - - -� - - - � ,_Q �za � -- - _ �_ > _ �£ O wo- + � m+`� -Z 23° 28' S5.59" E _`° I� � � H � -- ---- YEB%— o �_ F W _.-. . -�-_ _ _ . — __ _ _ _ � Q W < � `zM p . . � r W JNN . _ . - - - .-- la-N I \ Az�i -L- aennove -L- N w O Z ` US 70 N 26' 28' 55.6" W oi ..�„ -IV 7„ R P-IV DI DI „ DI „ DI ��� � DI " RCP-III �� J Z Z�� N - - - i � J O d _ _ _ _ � / _ �A > � z' � � w \ W —_—_— --_ _ __ —. - - - - N.Z - ' N ... _ . .. .. - W U + w �.� v�� _ .. . ._ . . _ . � Z W QO�N ^�' oZ� - _ _ - �/ Wo \ -- �N � 2' SPECIAL CUT BASE �ITCH = .��I� �'�Z REMOVE ZQ SEE DETAIL38 U ~ � �--� - C � C �- - � �-� - -�..y' '� �EST.'31 SV GEOTEXTILE / �~Z C-�I �.:. MECH;�CIEARING r' � ' - . . . . .. _ � - .. .. _ . . . . EST. 8 TONS CL4SS B RI RAP .. � - . - _ � - . . _ . . . . .i. . � � _ _ . . . . � _ � ; .- - _ _ c N p �� � � �' , . . . �� c � � �— c c � c� _ c —� . .-/ m� ��„_,c.. c � ° _ _�.� _ ,� � �� � . . -.- -`� ��> ;,���- �= �� �=-�_ -- c � , - - `_., .-. V .. SPEGIAL LATERAL V-DITC� .., � . . � i ,K %�,� ,k � ,K . C . �-..,.. . SEEDETAIL23 - ... . .. -� -'-vr�eJ. � C ... _ � � � a � � �C . _ . ..� ... � . - -- � �t- � � - � EST. 3 TONS CLP.SS B RIP RAP �� - EST 8 TONS CLASS B RIP RAP � � . �� � � ��N � ST.10 SY GEOTEXTILE � . � / ` /F EST 21 SY GEOTE%TILE � � � � " � ��-� �_� � �' ' � . � _ - p I EST.138 CV DDE E5T.2�'YONS CLASS B RIP RAP ' � Q�O=13.1 [fs *� �_,_�_ e. J,-- f� .... / m SPECIAL CUT V-DITCH _ �� SEE DETAII 5 - E57:7 SY GEOTEXTILE �� � V10=7.7fps . � ,� / � ��.. �. . y 3' BASE TAIL DITCH I.HERRY BRANCH, LTD �:'�� � . � - � O SEE DETAII 3q . �� 9�- ' : +��* � / - / . m . . �I, , . / � � j� \ . � TDE � � `� ���: � � � � � � � � � � f� % �` seEan� cu1 v�rtcry � . �-� r 'F i "�` i 'k �� i' � SEE DETAIL 6 ' � � /�. � �;S � � �� � :'k / '� ` _ �-i '� �/� � � / / � �� � _ �� . e�R� F�� _� �i / �` , % � � _ � � �, ^v,., is� �,�� qti� � • �� �/ � � ,�'� - � �/ ��} ��-T� - m-- � _„ _ �� / SPKIAL NT V-0ITCH �� ' � � � � / � TDE ,. . . . TDE � � �- ' .. see oernu e � � � �. � n� ��r� sE �� .ani 40 ircH , � ` � �`� �� '� � / - � + I - � �_ __ � DITCM TIE IN DATA � �' � J �-ti '� � . �?�ti,esr sc� cv � e� � ti -w�� �� � + . � -F� - - on.: zs5 nc 1"". 'kl �.�.' � P . � SLOPE.. 0.006 FLFT - /F CJ J \� ti� 0� /��� p`� J l � �2= 911 GFS � I � � �/\ �' h' q .. TAILDITCH LENGTH REQUIRED vs- zt Frs .�=-� �Q= - _ � S � v� FOR ELEVATION TIE IN o�o�� �i�i.6 cF5 I� � / -� �� �'� � � - � O• �''� wo- as FPs ���i C� / ; ti'r Q .� i � i y�• ,�v j mo= is Fr � �' � � �1"�b 3 �, A � c, /'' ��. ^` ��° � {`� � � �` � � � . "�" ' DENOTES MECHANIZED i �Q- CLEARING STA.106+00 -L- RT � �c � �O -t� � \ �� �P k� DETAIL 23 � �' Q-`"} ��'� i�/ "���j� �� � /�' � � SPECIAL L4TERAL 'V' DITCH � �� � � �� � L � �Notro Scole) � � � � 4 �� DENOTES IMPACTS IN � SURFACE WATER \ �_ s� / 4 N ,.v.��n,- J '�.. i A - � .�` "-4 � � A � �� E 7 o�N.al l. . p\°�� -FII � r�� Z: � . ��d a � F�o+` �� � � s o ��-� �� � 7 I � � E - �. t'' ' \ � � � �'Nao �-1- j � � � � .. �.'- Min. D= 1.OF � � � � - � FROM STA.93+71 -L- RT TO STA.97-00 -Ly.�T f� / i� � . � II •� � � �� ■ ■ ■ - ■ ■ - PROIECT REFERENCE NO. SHEET NO. R-5516 7 � ILW SHEET NO. �.. !�AijS10NARY BAPTIS I CHURC�� ., ROADWAY DESIGN HYORAULICS _ � . ENGINEER ENGINEER / c; - 1P1E81E�,d1�i[dN' ]E8� Y�IL.�N� =- � - � , � ./ � I - DETAIL 38 DETAIL 39 DETAIL 40 " DETAIL b DETAIL 5 � � - -. _ IAL CUT BASE DITCH STANDARD BASE DITCH STANDARD BASE DR H � SPECIAL CUT 'V' DITCH � SPKIAL CUT 'V' DIT�S-1 \ ,� y -__ - �o� - Hai i o� e�o��d so�e) w �,o��d INmm s�oal Nm�,ei i, INmm s�ie1 �, / �Nmm s�el �_ ,,-.' �%'. D TAIL 37 � G�ound J:l o5C\oe�.., �- �� _.Gmund .? D___A\U�_.._"- - Natural ,�.o��o \ G� n \ �� D ,j.1 Grou�d I— - - ' - _ _ _..� - - -. ,_ . SPECIAL CUT BASE DITCH _ _ SPEC _ I I � (Nw�oScale� — _ I .. /.. � _ D \ Grou�d 3. p.\�e� �-� N uml ' p\ o� i � ^ � p E\o Ground 3 � D F�`�0 � Officere f in the � I B Min. � 2.OR� �j��..B I Min. D= 1.SR. Min.�4= 3_0 - I B I ,.'.� �� Min. D�� 3.Off. / � e I � . . � AEGOM ,� ,s B- 2.ON. B- 2.Oft. 0= �OH�� � - �B� 40F. /� I .._ -. 4 - � I � � ss as szoa asa E ssF x -- � '� FROM TA.93+73 L R� STA94-71 -L RT > FROM STA.TQ3+63 -L- RT M�� D= 1.SF ..-. ^--�-.,. Mn. D= l.oft. FRqM �-�$T�79 -�;63,_y6.LTTtl STA112+1¢--�-�LT �FI{OM,STAlOit 2-L RT TO &T .106+00--t'RT = ,. __ �.- � � FROM STA.93�'��75 -L- LT Tp STR101�'-00 -L LT FROM STA.97+Od L R1�PCtSTA,�¢-r$&-L-_RT.__ PERM�T ��W�rf('j � - = - - - � r _ �F - a _ \�- -� \ --- � - � -- - - - . �� -- - - ioi+oo � ir, xo -srn �o3-6s - � �r. . - -- - - _ _ � ..�� - � L�� `�- 0 ' SHEET 9 OF 27 _ - -- - - - ,. 7 ���f-I ��� �-•� T,T-I-�-+��� ��., — �- _ ..— — _ _� . SfA 106 . 00 L i 50 _- 4,- _--�_ __ _ . �� — _ - ": ' '� FROM STA H �- � -.-- FROM STA99 -50 L RT Tp�.5TA103 �-62 l RT .q _ _ FROM RT FO_ AA171 - L RT -,� J _ �� .�.--r���'T �'Y . ;i�. . , - . T-,— _ N'c: ---- I.- - ��I rt . _- ' �{-�.�.�� I,�� . . . . - . . ���1 � .. .. � b �-` � 6 -- �~ ��. _ -- ~ --��- ei �� '" _ - _ _ : '-�� — - . . ,-�-,�,�, �u -� , ^ -a� ��. , . ,--. .����-�✓���V� �� � � �� � y � �� � � . �.� � � ��� F �.r . ` T--� � , �..�.F,�.,.. �, �. ,.,_„�..� - �,_-,�� �.-. - —,, - 7��-� ��y,.-�.�. - -- - . . �-,�-^���_��,..n.. , r���� U _. _....__ � -- _ 1'� �1�,�:�-�-�. ' -, . _ _ _ .. �� � � - -- .� �-� - _ J � � �, �, ✓,.-�,.,��� � ,- � �� �/� - ---- . . _ . , _, � � � � L'"", � _ . � -'_` '_ - _ - - .. _ _ � � o � . . . - . . ,- � � , � � DItCM TIE IN-9ATA SEE ENLARGEMENT � f ��� �' � � � on s.oa nc � � �\, SHEET lO � � � 5 �- - � — _ _ _ — SLOPE= 0.001 FGFf ,•.\ � � f � � •-. � O]- �.0 CFS � � \. 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' � � � - � � SEE DETAIL fi�� ' ' � '� � � � � . , � ' � ' �� � - , ' � �' i � ,, � , � / . � , � � � _ � , � �� _` � ; / � � �� ' � r; �� � � � �. / ,� �� �� � r � ' .. ,-��v- � _ , � �' � �� � l ` -r � �,� i � _ � � �� j � � �� � � ��� � ��, � � �J � � ��� � �� � � � � � � ��� w a- 4'-BAS�TAIL E�ITCH ,' �' _ � � � '�` � '�` � ~ � � '� , � - \ /� �� � /� �Q ° SE� DETAIL '40 � / � � � �_ �� � � i � � i J ,� � � ��� � � , � � � � � � � � � ��T,.�56 "CY �� � �, -w�a � � ' � ' �� x � � \ � / � -�` �'L ; �� Q _, , , �' k � � �', ,�/.� �L � '- �O�' �� _ ' �� / ',`�` �q J V � � � O � �` � � � �,�< � /��� �� �° -' ���� ; v �I � /r' �� �� � � � � �� �i � �� � �_ � �� or-o n. DI ZM � c �- 'L c E7 PROIECT REFERENCE NO. SHEET NO. R-5516 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER �uA� 1LO �llNFd �ONBT �IL,O 1V � o�, -AEGOM �o .o ,s PERMIT DRAWING SHEET 10 OF 27 -��9 C DI DI �y� R, / = ai Z - . - i w0 � - - \ -------------- - _ _ _ - I d. J _ 2' SPECIAL CUT BASE DITCH � = Z Q II SEE DETAIL 3$ -'oo --- ; � i- I � MECH. CLEARING , ; �Z � � � < < i - - � � - - - - - � - � -- EST. 8 TONS CLASS B RI RAP , � _ _ _ _ _ — — — — _ _ — — — :- __ XTILE - ^ / � m � � --- C C � c C -� �� - -- EST.'21 SY G�O�� � � � -- _ �_ ,� � � - - - - ; - ,, _ _ � � --_ - _ � W- - , - � — — � �/ �F ,K �_ /� � � � � 18" �CP ' i �� � � � / � � � I EST. S CLASS B RIP RAP __; /� �'/��` , - ,'� - � � _ _ _ , ��A � � , ,� � ��_��� _ __ _��_.�;,,, - ���� � � � � � ST. 10 SY GEOTEXTILE � - �'r � � -�j� ��' ,�` ' ' � _, _ : s i � _� .. _ Q10 =13.1 cfs ,� - -- , : _ f � � �-- -- - -- - r , , r, ,� � �� �� � � �S\ � - jS� SPECIAL CUT V-DITCH SEE DETAIL b �DENOTES IMPACTS IN SURFACE WATER � DENO7E5 MECHANIZED GLEARING ,■ ■ ■ - ■ ■ - N Z O w � DETAISLaob - ,. 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NOkFOLK SOUTHERN : SPE� .��� u � O �o � �raa 2� –� � � � ; � .—�� CIAL L4TfRAL 'V' DITCH o _ � i���".e: a r o s..nia1 - � - EDWAR� E-NO AN� ux . _ _ - _ _ . _ �,.,_,.���.�`-„�, rr'.""""""�-,�.w,�,-„-.-.Y,-,_,-,-, �, ..,,-,.,-,.w PROJECT REFERENCE NO. SHEET NO. R-5516 8 RNJ SHEET NO. ROADWAv DESIGN HYDRAUlICS ENGINEER ENGINEER ���' �.I�d�. ��' ��..��� DO NOT USE F�C CONSTRUCT[ON ._ ... ..._ .. .�E rvo r J342 of A=COM '° ,. o,� Fe a„ PERMIT DRAWING SHEET 11 OF 27 � ' �. , _ _ _ _ _ _ - , . �� _ � � � . _- � . . � .,.,., -wu�..,.. , ....� �_,..,'w.^r.-w-r,,....�.-r.�v,-,-.�w„"'^„""'^^'., . . . . . . . . .. . . . � � � . � JESSICA BENNET �. .� � � � i . ,� � °` Fai � - y�eur t,_ - r" _ _ _ . .. � . .._ . . _ _ - — - - - "4�n . �. �. - - - -- - .,<,i i i ,. . . . . 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PRO FI LE -� ^ � � e., oF -c�nss e Rir-anP m �- � Type of tiner=CLASS I Rip-Rap FREEBOAftD IO�YR SiORM EVENT / � FROM STA.120+00 -L- TO STA. 120+50 -L- NnrUant GxoUNo - � E � -______BZ 1___- \ � ORf�'�E0. � DRCH TIE IN DATA \ 3�� �� DA l.3 AC 1.p' � SLOPE 0.011 FLFT � °�: a'z v`ss \ TYPICAL SECT�ON � D2 0.6 FT Q10 10.0 CFS QV10�� 3.5 iP5 NOTES�. � DIO�- 0.J FT � _� 1) DO NOT USE INSIDE CLEAR RECOVERY ARE " ]I NOT PRACTICAL TO USE ON SIOP - - 31 fOR PERMANfNT STRUCTURES � GRA55 SWALE. W 4� CHECK �AMS SHOULD 9E ACED SUCH THAT o STA. �2�+$S -L- LT � THE BASE OF THE UPS AM CHECK IS AT THE . � SAME ELEVATION A HE TOP OF THf �OWNSTREAM C CK. � � � I � � � � . � FROM STA. ��I19-50 LT TO 6TA. � l2l +85 LT ' / -� � —��\ �� � / I� , i _.- - , g 2 � W � M � g I � T W C.�. O O •� � � �� ■ ■ ■ — ■ ■ — � '�-�..��--i� "�� w�,,,�;;�-,�/ ' DETAIL 18 � � /� SPECIAL LATERAL BASE DITCH � � -1 / � nm m s�oie� _ � t � � �WALL�ICE R POY HR�SS et ux � , � �'u�-' � r � r-�'a- -- Ho��,ai . r� 6 � �,o��d 3, a� °;e� NAD-1—� _ � � �F � , , � � `�` � �� � �° 83 � � '� � t , / � ' N D ^ , �'� ( i � B' M n. D 7.SF. p � � j' �Y : � � I \ I B 2F. i � r \ x / ,. i I I .,/_ , � � . . , � � .,��v't,� � � �9.� � ��� , - � �� � � _ .. FROM STA 119+50 -L- LT TO STA.121+85 L- LT . . �'� , � � � � � � � g Z9 � = -_ ' � ,1 � � j � . _ , / �_� . -- . St � - _ ___ __ , .. //� �� X� '� �-- ��� ��� RTH CaR DEPARTMENT OF T N ORTA � � _.�, � . _ __ .� _ _ " - _� . __. SC�� � �� OLM�' R� SP ( � ` - � \ _ i 1 \ � . � � . i � -� _,� i - � - .. � f .�Sl _ __)___ �� i`n. \� � -.._ \ � r � � f' - � �5- , . . . � _ rh� � // � _ A � � ��S � � / /l s � ' F!✓� DENOTES IXCAVATION ` �r3` � . . . __ T � - `__� r�M C'lt'/1�L�C� IN WETLAND \ L � � � � �;. '" - -�Z-1� SI 1 /��� ��. ����5��- Jr�' � . F DENOTES FlLL IN . \ _ • - . _ .-`_� r E �' — ..� „. �� � WETLAND ' � �!, w � SEE ENLARGEMENT N � � � � � � I �' � _�= SHEET 15 -� / "' ; ,;w i .. - - -r r�, � �� �� /� � � � I, _� I - �- - _ F. . -a i �_ �v - u _f _ �L� I � �� J` . _ F � � v. � �P'`� �� � �_ -A _- _ � . ,I �� � �- � � _ , F �J�, k_ � - � � .._ � ^�u�.4 - .--ir�,r w���-r�3��"-�,- 4�,- �`l � _ . H V '`�^ � / - ` • � F , � � � , �. -�. �-�a -, rv'.�' ��_"-' � � ��-�• �,�,r,,_ � W _ !E _� • '' `'-`rt �-i:r'-i; Zv PROIECT REFERENCE NO. SHEET NO. R-5516 9 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER 1P1E81E1LdA9[dN' ]E8�" �IL.�N� DO NOT USE Fd CONSTRUCTION off��e o�, -AEGOM �o ,s �, a . � PERMIT DRAWING SHEET 14 OF 27 � - O - _ . ` . _ ... I' � , .4� ��� � - - _�s/ _ -_ -_-_--_ � �- _ _-___ -' -i u � \ .. �� - � - - - '�l l� �' -�.- _ � -i- Cp __ � V - - - _ - _ - �. -- _� - _� _ -_ - ��- --- ---- -- - I -�- «t�--. =��'� — � -- — -- -- --_ --- - --. -- __ -- _ � y „ � �. _ T � � : �� � ; , N - � , r , . -__�__ - - -- � W -- -- --- . - ; i \ -� — v, r W � -- _.t ti0 _ _ . . - z-�-� -.-..- .. _ . � � c=i> . - -L- . � N _ � � � p� REMOVE J._.. — RGP JN � -� _ . . � .. . - - .� — . � . __- � - ,da� � ---- � a / � w °- -- -- ---- f� —____ ---- =-- -- Z w _ � i� ���� J N . �: - - .f v � _ ' f� _ — F ei2 _ ---- - - -- - --- -- --- -- -----� U -� - � � � M � � �� � � � �� --- - -- -� - � ��—� �- -- --- - _ . �� � � - �� �- -' _� _, �� A�w �-- .-� � �,1 ✓ N -- �/ } �� I LT� SI V � � � � �� � �� � � r r � � — � � h � � �,- �a� � � �, � .. �I � /� �� � y� � \ � I � esr Fa 1�/� IE I II , N ��� - GR PA II �.. � \ I f ) rl I I SI d 1 ���� � 1 � �� �� VI N ^Lrv� I � � ����� ` \\ .��i \\ _ __-�--__ .. � \ _ - _ .:. 1 . � ' ���I � �� ��� � � . - _ _ � � � � � �� � K �� ��V � ��AV� �, _ � iara �� i i r � --- � ��� � ��'� � � � �, , � � � �`�` �� � � � - , i \E � �`�Ci�QA. lil � ��. ... I � :�f'A � � � � �� � � DETAIL 41 0 � � ' - � � TOE PROTECTION �. h= $f - 1 Nm m s�nie� , BZ_ 2 '_ � \ .�� �vt° 1 �AF � ��— � E a �______BZ 1__._ __ — a �: \ O \ g � �� � \ �_ W a � a 4 � < L w � o �' `\ �ITCH TIE IN DAiA DA 2.3 AC \ SIOPE 0.021 FLFT O2 J.8 CFS \ V2 3 2 FPS D] �.fi F! a10 10.0 CFS V10 � 3.5 FPS D10 O.J FT STA. 121-85 -L- LT 1��E d F d 1.OFt. Type of liner=CLASS I Rip-Rap FROM STA.120+00 -L- TO STA. 120+50 -L- � \I\\ If� I/ I/ \\�\\\�lllllll �V • � _ _—=� _� - _ - �G _ � __ - - - -- - � ,- - -� � � _--� � � ze ��-- _ � �=-.���-�— � - --- D ETAI L 19 TRAPEZOI�AL GRASSED SWALE w/ROCK CHEGK DAM � No� a Scaie� r�aw r 6' PROFILE 6" OF FREEBOARD 10-Yft SiORM EVENT RER 3:\ 00. F�A 1.0' Z, TYPICAL SECTION NOTES: 1) DO NOT USE INSIDE CIEnR RECOVERY nRE 2� NOT PRACTICAI TO USE ON SLOP -. %_ 3 FOR PERMANFNT STRUCTURES � GRASS SWAIE. 4) CHECK �nMS SHOUlO BE nCF� SUCH THnT THE BASE OF THE UPS AM CHECK I$ AT iHE SAMF ELEVATION A HE TOP OF THE DOWNSTREAM C K. FROM STA. L!119 -F 50 LT TO STA. -L- 121 -� SS LT / � _ A; �75 F� �_ �__. o �__ _� M e � F"'�ari� T?,�_ �; - f � ��- -�L 98' W �' �_ -Y ' \� �� f� ��..; � - fl - - - rm'� ' � � ��-'(\ \ / N -, � � � � � �� 5 , � _ � � , 50' 0' 50' 100' N Z � � a4 � 9 'c < L W � O � WETLAN D AN D SU RFAC E WATER IMPACTS PERMIT � ����;F �.,�� �i i � — —� �F ;I �—�r� , -� _ ; S ITE 3 ��, -- -��v . � , RETAIN -; � , � . LATERAL V-0I�'GH - - � - _ _ - _ _ 1'AIL 23 ��—� C � __=--- C > � F F DENOTES FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND C �� A 2' SPECIAL LATERAL BASE DITCH _ SEE DETAIL 18 / c c — __ C___-- - DI _ 1.5�� n,... �IO N N � ^ �� � EST 2 EST � S o%S C E� � TAl � E�OT XT �E RlP R4P ( 18 �( BAS� ��TCH _ . � , ADp � FHECK DCK E �ETq�C 9 ----_ c — � _� � �\ T/E Tp � -u -_ � --___� - �n ---__ — — REMOVE -----__ — __ � •- � -� ;: _ � - - �� — _ i - _ � --C -- C - - / _ � c —_ C 1 _ � _ — _ � _- -- _�_ + � � U�- C _ � � --- — � .� _ � � — � ',-r � --< _ � � � - � _ - � � � �� a — � � � -- � �� , � � ���i _ _F��_ � � �� ` . � � _ , ;� _� \ �- -� � t' „ �� ^� -� _ �� � � �� - - �_ � � . _ � _ � ° � � � � ��� c �,�---/�� � � � ^ -- � , ? � A `� $ � � � -�- � � , , �-,, � �� � I — C �� �- ,�s� _ _ � � ' �'�� �� � i '4 '� � � - � � � / _,+�� � �� i; , �� � �� � ,� � � / _ — F BZ 2� __ �� _ � �� � Q_ ,��_ � ,�\ � `, � ,_� c � � � � ,� ' ��{ ��'' _ /F rt �� � � � �� � _ � � �� ���� ,� � � / � � �-� /� i /� � � i � ��'�� �� � � � ,� TpE P � � � �� � V� � / � z � � � � � � � � �EE �E ��FC � N �� ,'� � � ,��� � � � 4�� ���� � � \ _ � N /' J ' � ' , ; � ti �� � //F �� ' � i: � PROIECT REFERENCE NO. R-5516 ILW SHEET NO. ROADWAY DESIGN ENGINEER 1P1E81E1LdA9[dN' DO NOT USE F SHEET NO. HYORAULIC$ ENGINEER ff8�" �IL,.�N� CONBTRUCTION off��e o�, -AEGOM'° 4 E vo F.e , Z Ze _/ 9s es szoa 99�a�s9�E =4= PERMIT DRAWING SHEET 15 OF 27 - �'— / - . _ ��` / � _� n�T —_ _ �� - - ----- � - � �,- �B� � S�i ����—�---�� �SEp � � � � I � � � � �NG ���� I �� � � � , � � cH H � _� ; , _,_ � � �� � / �� � E � �� 3 � v�ir\\� r�— J�' -� � \ 'J � � , � — , o l�"` � � , � � �. � � �� f �� � H � �C � � i � � ��. m `; � ,_, , ����- ; _i _ �, �I / - � /F e�� , L \ f � I __ • ! M __ � - � /`_ / i' %' ,�,� � ,� ; ���/ � j ,� � � � / / ��-, , �'� - -- � - // �� _; / �L� - / % / - � ��/ �-� / -.; - , `` � j /� \ Ze --- Z � �� _, � �� � � - = RCP, � , ' 'L - � �� //�� � � /�� /� j� � %j � �__/,� � %� � ` ' / =� _, ` uF � =` ��� - �. ��� _ -- gn � _� �\ _ .—, �� �„a q �T R � � ' 1� � ��'� ,_ -� � � , � �- \ — ��_=� \� ��� � _ � � ` � iS/'� � `" '� ; � -� �' � � . � �� , _ . -- , _ ,- N ' -"' _�, � i — _ � � � � _ ` — �� � �- � , � - _ �� � -r � � // � �/ '=_� �r-_\���` �_ � �� - � . �. r ,■ ■ ■ — ■ ■ — Z O > � � � 4 � g I � T W C.�. O O I m � � O � � + \ � W O � _ �p p N w � } O �w � Z +� J � W = W v Q N �� N DETAIL 36 RIP RAP AT EMBANKMENT (Ho�ro smlel 10'm'n. oa�n to m���. Grode �'� �__ GEOTEXTILE � �-� TVPe of Lner 35 TONS,CL I Rip-Rap ceo��.�ie= io� FROM STA. 33+45 -VWBOI- LT TO STA. 33+50 -YVJBOI- LT FROA FROM STA 34-FOS -VW601- LT TO $TA 34--40 -YVJBO7- LT � DETAIL 43 MEDIAN V DITCH �Hoi o Smel SFouldar - SFou.dP� Po nt 3 a� Po n� I � e�� �F\o�e� / M DITCH TIE IN DATA Min. D- 1 Ft. W on 6.n nc FROM STA. 59 -� 50 -YE601- M TO STA. 60 -� 21 -YE601- M [� SLOPE OOdS FfhT L REp. 850 Fi Q LPRO.- 450 FT / p2- 11.3 CFS � V2- 29 FPS LT D2- 0.9 Ff o�a- t�.t cFs V10- 3.2 FPS / D10- 1.0 FT SEE ENLARGEMENT � srn. 3e+so -vweoi- �r SHEET 18 � STREAMBANK STABILIZATION � RIP RAP AT EMBANKMENT EST. 70 TONS CLASS I RIPRAP � LI if =-�;>�, N I'-C ".: �"�r SEE DETAIL 36 W/80 SY GEOTEXTIIE 7�.,�_� SITE 4 EST.35 CY DDE ON STREAM M BANKS ONLY � 3' SPECIAL L4TERAl BASE DITCN / EST. d8 TONS CLA55 I RIP RAP EA. WiCLASS I RIP RAP EST. 89 SY GEOTEXTILE EA. ' SEE DETAIL 17 -�� / `l� CHECK DAM I ' .: �i �/ � � SEE DETAIL 19 :�� � "..- --- � --- ... ...- - /� / , � �� .--� _. ._ -__.. ...,�. y,. , _i/ ./ l . _____- 2'SPE__ / t I �/ i SEE DE AIL BTERAL BASE SWNL � � 3' SPECIAL LATERA�. BASE SWALE � _ -- - - /' , - ' ,. .. . �� -IP SEE DETAIL 34 � � " � � � � �� �� ,� � � � , �� � � �, ; �� , �� �=� SIT�E � 5 � ' C � c 1' I �"' RI � EMBANKMENT^ ���i I� � �c ,**�` / � � E P , SEE DETdl� 36 (� � t♦J 5 EEDETA�ILn19 " iF*`K** � /�. _ / '�� - � ~ � - � -- c E / i _ � `--- ��� - „� / __ c �__ _ � _ � REMOVE � . �� � . . : HW ' . � , T6 w/MH . � . .. N 84° 26' 47.6" � --� --� . .. . �. -� . c 3' SPECIAL LATERAL BASE SWALE _ SEE DETAIL 20 -YEBOI- -- � -- c �� c T_ c c. - E E E5T.2 TONS C1A55 8 RIP RAP EST.7 SV GEOTEXTILE . � � i-SEE SPECIl�L REMOVE .. . DETAIL� �: ... . .. . REMOVE REMOVE O �I T� -Y01--� � ___, _ _----- -YEBOI- PROJECT REFERENCE NO. SHEET NO. R-5516 11 RNJ SHEET NO. ROADWAv DESIGN HYDRAUlICS ENGINEER ENGINEER �1�4O1L.�1+llll1V. '"'oNBT1CIL.[O 1V� ._ ... ..._ r � of: A=COM,o 9°��a,�°6 �oa9`^'�9�9�=as� 0�=,9,Fax,„ PERMIT DRAWING SHEET 76 OF 27 TIE EXISTING DITCH TO � PROPOSED DITCH SEE DETAIL 46 , EST 2 TONS CLA55 B RIP RAP � EST 7 5Y GEOTEXTILE E � c E- -� F _ �R D � ��:_ � _ RETAIN,_�T _ _ - - � � . �_ ..�- �. . - --_--- -�'�RETAIN -__ _ � � `� 2GI �n I � . . - _. - . ....REMOVE �TYPe. � ^ � f ._. �. . .... : ¢ . ' � .. . . � DRAIN F \ �� � � � � �. _ �' _ „ � s._,_ .� i .. .i.. � � �/ / " � h. � \ � _ - tv�. ,. � . . . .. ^ . . . . . � � . / � l. -�u' . ° - - - � < < � c � / p Pa � F o � �E c E c E E. .. .. ..E� ,. � � :p m � 1� � �� 3'SPECIAL LATERAL BASE DITCH W?SRM � � DURF�ACE WA ERTS IN SEE DETqIITE 5 S � DENOTES MECHANIZED CLEARING �DENOTES TEMPORARY IMPACTS IN $URFACE WATER NOTE: CONTRACTOR SHALL FABRICATE AND INSTALL ANTI-PERSONNEL GATES ON NEW HEADWALLS. GATES SHALL BE SIMILAR IN MATERIAL AND CONSTRUCTION TO EXISTING GATES ON 42" AND 48" RCP. GRASS SWALE DATA DETAIL 21 GR455 SWALE DATA GRASS SWALE DATA GRA55 SWALE OATA DA- l.5 AC SPECIAL LATERAL BASE SWALE SLOPE- 0014 FLFT �o Scole� DA= ].09 AC DA= 866 AC DA- ].66 AC l REQ.- 25d FI' I Nof SLOPE= 00�3 FThT SLOPE- 0003 RiFT SLOPE= 0006 FLFT L PRO.- 514 FT L REQ.= 200 R L REQ.- 150 FT L REQ.= 150 FT Q2- 5_5 CFS L PRO.= 5I� FI' L PRO.- 495 FT y}- �.I FPS < L PRO.= 445 R p�- �q ��F$ Na�ural __ � o - Fill Q2= 12.3 CFS q2= 16.3 CFS y2- 2.0 FPS ��- 0�6 � Ground ,} A' �ee Slope V2= 2.2 FPS V2= 1.9 FPS D]- 1.3 FT QIO- ]2 CFS -! D F\o D3= 0.9 FT D2= 13 FT V10 23 FT q10= 16.3 CFS q�p- 2�,3 CFS 4�0- 25.d CFS D10 0.] FT V1o= 3.0 R VIO- 22 FT � Min.D= 1.5Fl. oto= 0-9 FT vio= 2o FT olo� 1 a R US '�': t h oiv �� I t> , ,I_id I Y D10= 1.5 FT B- Z-OFt. STA 545+00 -YEBOI- RT STA. 33+00 -YWBOI- LT STA.34+00 -YWBOI- LT STA 54+00 -YE801- RT FROM STA. 54 i 86 -YEB01- RT TO STA.601 00 -YEBOI- RT DETAIL 17 DETAIL 18 SPEC�AL LATERAL BASE DITCH SPKIAL LATERAL BASE SwALE DETAIL 2O �Horio smle� �No��o s<aie� SPECIAL LATERALSBASE SWALE �Noiro ) Nafurol � o� `Fill NoNrol � o�e( � F�II Graund 3�� b' �e� Slape G�o�nd 3.� p p�' H Slope Na+u.ai _ o� F'ili p F�o P� Ground 3.� A� Slope d p F\�`te< Gaa�aM�ie �� q u Min. D- 1.SF. u Min. D= 2.OFt. 8- 2.OFt. Min.O- 1.OFt. g- 3.OFf. Max.d= 1.OF1. 8= 3.Oft. FROM STA.34+00 -YV✓BOl- LT TO STA.38+50 -YW807- LT Type of Liner= Class 1 Rip-Rap FROM STA.49+50 -YEBOI- RT TO STA.54+00 -YEBOI- RT FROM STA.33+00 -YVJBOI- LT TO STA.33-45 -YWBOI- LT 2' SPECIAL LATERAL BASE SWALE SEE DETAIL 27 DETAIL 34 SPECIAL L4TERAL BASE SWALE �Not�o S�ale) Na�urel o� �- Fill Ground 3.� p 3\o��e� Slape � M'in. D=1.SFf. B= 3.OFt. FROM STA.18+66 -YWBOI- LT TO STA.33-00 -YWBOI- LT DETAIL 45 SPECIAL LATERAL BASE DITCH (Na�to Scale) Nm�.oi �- F�ii G�aund 3.� A�� t Slopa d ° F�o, e B Min. D- 2.OR. Max.d- 1.OFt. Type of Liner= PSRM B- 3.OF. FROM STA.54-00 -YEBOI- RT TO STA.54+50 -YEBOI- RT � RCMOVC 75", s MEDIAN V-DITCH � . �� SEE DETAIL 43 TIE EXISTING DITCH TO PROPOSED SWALE _ � 1 � � 1 DETAIL 19 TRAPEZOIDAL GRASSED SWALE wrROCK CHECK DAM � No� fo Scole� O � WnTER Ql1AlrtY 6" OF FAEEBOARO ` ROCK CHECK NATURAL GROUND LINE F�ow - - _ f � t�YR_ STORM ELEVATION -BASE OF SWALE � �/��CLA55 B RIP-RAP 1' OF #5] STONE -"� PROFILE e- oF cuss e uir-anr FREEBOARD 1�YR STORM EVENT � NATURAL GROUND � i- ��� p0. F`P�E0. 1.0' TYPICAL SECTION NOTES. �I DO NOl USE INSIDE CIEAR RECOVERY AREA. 21 NOT PRACTICAL TO USE ON SLOPES % 5°n,. 3� FOft PERMANENT STRUCNRES IN GRASS SWAIE. 4� CHECK pAMS SHOULD BE SPnCED SUCH THAT THE BASE OF THE UPSTREAM CHECK IS AT THE SAME ELEVATION AS THE TOP Of THE DOWNSTREAM CHECK. FROM STA.-YVJBOI- 32-94 LT TO STA.-YVJBOI- 33+00 LT •� � � �� ■ ■ ■ - ■ ■ - � m 0 0 0 Or � + I � W p N = pp 0 N W O � O J w � Z + d J � W = w VQN � � N 2 2 9 � < L w � o �' � DETAIL 36 '.; ��� � RIP RAP AT EMBANKMENT . ��Lv � IN ��� Smlel / 10'm ` � / / n �,+ �� 1.0'min. .l���f���/ � /, � Type o}Linar= 35 TONS,CL I Rip-Rap Geo�ex�ile= lOs . � FROM STA.33+45 -YWBOI- LT TO STA.33+50 -YWBOI- LT ,_ �.� �� <\ FROM STA. 34+05 -YWBOI- LT TO STA. 34+40 -VWBOI- LT i ' �i SEE ENLARGEMENT /Jd% �/�n � SHEET 18 �/ � i � �,oF ��FF M�N�SrR��� SITE 4 / /� 0 ��,' M / DETAIL 46 SPECIAL LATERAL BASE DITCH �Notfa Scolc� Nalural Ground J�� 7� �e< d p F�o B, Mn.D= 2.0 Ft. Max d= 1 Ft. Type of Liner= Closs B Rip-Rap B 2 F. STA. 36+50 -YVJBOI- LT TO STA. 39+23 -YWBOI- LT / �.'� " .i;� �+Y' / / i� . \, _ . �� i � [��) i '� �h � � , J I i / � �\l:_ �_-_ �� , � � , � - � - ---- ��' 1 � � � y � � ti ,,� �� - �� � �� � i � �* �: % � � *****��� ��; - E / �- � C � � � �jj � EC � � � . _. . . - _ - _ - _ _ _ . _ - � ,.��.._ � �> � - . � _VIA/�()/_ . N 84° 26' 47 , -YE80%- M � , � � ' :..____- �f� -_ � � �l11�� - � o � ti� SITE 5 _ DETAIL 43 MEDIAN V DITCH � No� �o Scale� � o fpeo� �� � \��le< M DITCH TIE IN DATA M�n. D- 1 Ft. I� y_ on e n nc FROM STA. 59+50 -YEB01- M TO STA. 60+21 -YEBOI- M �Q SLOPE o a45 FLFT L REQ. 850 FT Q L PRO.- 50 FT 02- i2.3 CFS Z Vl- 29 FPS �2- 0.9 FT oto- t�.t cFs V10- 3.2 FPS mo- i.o Fr STA. 38+50 -YVJBOI- LT I_I ��F�`v',�i � ",� ., . � -E � c ��F. .. � - R � �� : � � A � � � � } T-- --- W - _ _ _ _ �_ _�_ - � ^ �, �'� � � - � � L� --- - � r..� C - -� I - _ a �--- REMOVE / _ � . - �.- . . .. _ . . � - . � � I .. . HW � _ TB wMN _ p � - I j �; SEE,SPECI L���REMOVE � ��I m TypelD � � � _ - . {7ETAILi ._ .. . .- � I J . . ':: � ... : f.:,.. . --t -- '-� _-- � - _ _t - _�t �c`: _ - C C - - _ -_ _ . c _ . c . w E E E E E Q 6 � � SURF�ACE WA ERTS �N SITE 5 � DENOTES MECHANIZED CLEARING �DENOTES TEMPORARY IMPACTS IN SURFACE WATER NOTE: CONTRACTOR SHALL fABRICATE AND INSTALL ANTI-PERSONNEL GATES ON NEW HEADWALLS. GATES SHALL 8E SIMILAR IN MATERIAL AND CONSTRUCTION TO EXISTING GATE$ ON A2" AND AB" RCP. GRA55 SWALE DAiA Dn- ) 09 nC SLOPE= 0006 FTkT l REp.= 150 fT l PRO.= 5]0 FT p2- 1].3 CFS V2= 22 FPS D2- 0.9 FT a10= 163 CFS VIO= 30 Ff �10= 0 9 Ff STA. 33+00 -YWBOi- LT DETAIL 17 $PECIAL LATERAL BASE DITCH ( Nof ro s<olc) Nolurnl Ground 3�� A'� �yc d p F\o B Min. D- 1.OFf. Mox. d= 1.OF. Type of Liner= Class I Rip-Rap B- 3.OF1. FROM STA.33+00 -YW807- LT TO STA.33i-45 -Y4 -� ,-' REMOVE `Z 2g.\ . --� 11- REMOVE � . � � � GR,40E TO �DRAIN . Y01 _ _ _ - - - - -YEBDI - N 84' 26' 47.6" E `,� „1 = - _--i .%.. . � � .. .- �.i � - �- _ � s- -_- �' � C i \. c - - - c _ _ w � c c c - c � E c E� E E E � 0 m � cw�ss swnie onrn DETAIL 21 Ganss Swn�E onrn ��ss swn�E onin on- zs nc SPECIAL LATERAL BASE SWALE DA- ).64 AC SLOPE- OOId FLFT (Notlo 5<ale� �A= 8.46 AC SLOPE- 0003 FLFT L REa.- 254 FT SIOPE= 0.003 FThT L REp.- 150 FT l PRO.- 514 FT L REQ.= ]00 Ff l PRO.- d95 FT 4�- 5.5 CFS L PRO.= 445 Ff V2- 21 FPS ural o< 42= 16.3 CFS y�7 20'F SFS D2- 06 FT Ground 3� p�� V]= 1_9 FPS D2 1.3 fT Q10- J.2 CFS '! D E\O�tis( D�= 1.3 FT plp ]Sa CFS V10 23 R 410= 213 CFS y�p zp pi oto 0� Fi I B I Min.D= 1.5Fi. V10= 2.0 Ff D10 . 14 FT , .. `,�J_.��I? P� �'LFi I Y B- 2.OFt_ �10= 1.5 FT STA. 545+00 -YEBOI- RT STA. 34-00 -YWBOI- LT S7A. 54+00 -YEBO7- RT FROM STA. 54 i 86 -YEBOI- RT TO STA. 60 I 00 -YEBO7- RT DETAIL 18 DETAIL 20 SPECIAL LATERAL 9ASE SWALE �Norio s�am� SPECIAL LATERAL BASE SWALE � No� ro Scalc� No��rai � o� G.ound 3;� p F\onac Graund 3:J - A� hei I Fo I B I Min. D- 1.Sft. B- 2.OFt. I B Min. D= 2.OF. B= 3.OF. FROM STA.34-00 -YWBOI- LT TO STA.38+50 -YV✓BOl- �T FROM STA.49'-50 -YEBOI- RT TO STA.54+00 -YEBOI- RT JBO1- LT DETAIL 34 SPKIAL L4TERAL BASE SWALE � No� �o Scale7 G�ound J:! � 3.� F\ hg< � B I Min. D=1.SFf. B= 3.OFf. FROM STA.18+66 -YVJBO7- LT TO STA.33+00 -YWBOI- LT DETAIL 45 SPECIAI LATERAL BASE DITCH � Nof �o Scolef G��rol ound �7,.� - a� �¢c d p F�o 8 Min. D= 2.OFf. Mox. d- 7.OFt. oFLiner= PSRM B- 3AFt. FROM STA.54+00 -YEBOI- RT TO STA.54+50 -VEBOI- RT O � PROIECT REFERENCE NO. SHEET NO. R-5516 11 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER 1P1E81E1LdA9[dN' ]E8�" �IL.�N� DO NOT U9E F CONBTRUCTION :d in the o�. AEGOM'°, `, � _ _, _ �,'o ,' PERMIT DRAWING SHEET 17 OF 27 - - ,�� - x- _ - F E _ _ _ G' --- __� - - � _ `-� . __. . ..� �: . - . s '_ +t.`_- . - --- - _ 15" - ��_ _ � _� . . _ . __. MEDIAN.-V DITCH �-- - � � . . . - �. �SEE- DETAIL 43 - � . - � , . �.�'�`,r x x x � x �. _. __ - �," _ �� � , . �-`�;.�, r• � . X�` I1 � _Y ,1 2sa?T DETAIL 19 TRAPEZOIOAL GRASSED SWALE wrROCK CHECK DAM ( Nof �o Scolc� F�ow --__ � 6' PROFILE 6" OF FREfBOARD 10-VR STORM EVENT 3:lORF�RE0. 1.0' 2 TYPICAL SECTION NOTES: 1) DO NOT USE INSIDE CLEAR REGOVERY AREA. 2� NOT PRACTICAL TO USE ON SLOPES � 5°/0. 3 FOR PERMANENT STRUCTURES IN GRASS SWALE. 4) LHECN DAMS SHOUID Bf $PACED SIICH THAT THE BASE OF THE UPSTREAM CHECK IS AT TME SPME ELEVATION AS THE TOP OF THE DOWNSTREAM CHECN. FROM STA. -YVJBO7- 32+94 LT TO STA. -YVJBOI- 33:00 LT 50' 0' 50' 100' � PROIECT REFERENCE NO. SHEET NO. R-5516 ILW SHEET NO. W E T D D S U R F C E W T E R I P C TS P E I T ROADWAY DESIGN HYORAULIC$ ENGINEER ENGINEER 1P1E81E1LdA9[dN' ]E8�" �IL.�N� � V V/ O V J I V C V I C/� I I L C DO NOT USE F CONSTRUCTION S I T E 4 EST. 35 CY DDE ON STREAM BANKS ONLY � � � � M 3' SPECIAL LATERAL BASE DITCH '�ep°�ed'° rhe W/CLASS I RIP RAP EST. 48 TONS CLASS I RIP RAP EA. �ff1CeO� ��'QM���99"85q°520ay�"�g,q�a;s'qF�59,Fox"s SEE DETAIL 17 EST. 89 SY GEOTEXTILE EA. PERMIT DRAWING SHEET 18 OF 27 S E�DETAIL�19 '� � � � , � � - _ _ i � �/ � - _ ; � / � �� - X- �`� �'� � � / � � - ��� � � ��� � � ° � � ' ��� � � SEE DCIAL LATERAL BASE SWALE � ES7 i � E ES7 -- -- _ -. :,- - � , � / � I ETAIL 18 �- �F - --. 3' SPECIAL LATERA�. BASE SWALE � '' , ' - ' m SEE DETAIL 34 � � � � � � �� � '" � � � � i i � � , � � � � � � , ; � � ,�, , -- � ��- S I T�E 5 � � � �E �� � � � � � � � � DE � Pl�� ���� � RIP%� EMBANKMENT i C ,�;, � � � � � `'s SEE DET�t 36 - _ � � � <� , — c � ��* �� � � � �� A � � \ � c c � c___�— � A �� �� � ' e�— --- � � � , ,. , , � , �' �- � r � - - . _ : �, ,, �' % ,� j / - - �-- _ F-, o_ _C � — � ., �" C / I jt N � " - � —� HWVE � � .�' � : � , JB'vo/MH i _ REMO � � �i � SEE SPECI L REMOVE . ,_, , , o DETAIL - -YW BOl - ��`� � � �� � -Y02- --- N �6„ E � � �� � _ ,,---- ��\OTCB � � 2G1 J5„ �, �� ` �� _ � REMOVE REMOVE „ IV ' p /// RC - ��1 n =--� 28 � - � . � � _ _ ,,- �� _ � , _Y�� _ , % � -YEBOI - m - _ � 6" E � � � � °�- -�-� -m� � � �� � � REM� vE Hw � - - - - - - - - - - - - - -YEBOI - ; --- N �� � � F ��� � � "� i ` � � � ��,� � ' � . '��, � __-- I I I � ; �► � -- � �► � � � � � - � � � �� � -R : ;;� .�_ �_ C _---- � __ — A � � C — C -- � � -- C— ':; W c � W C _� -- — — --- ---- -- : E E E a � � o � C C � P EST. 2 TONS CLASS B RIP RAP � P� � � � E E E � EST. 7 SY GEOTEXTILE �', r g ,\ � � � DENOTES TEMPORARY � �,� �: � � 0 _ IMPACTS IN SURFACE WATER ,rn � � �'`i E 3 3'SPECIAL LATERAL �,` 2'SPECIAL LATERAL BASE S` � BASE DITCH WiPSRM 0 _ �DENOTES IMPACTS IN SEE DETAIL 45 SURFACE WATER S I T E 5 � `� � * � � DENOTES MECHANIZED � � � CLEARING � a � � � � � 9 'c < L W � O � SEE DETAIL 21 ,■ ■ ■ - ■ ■ - SITE 5- PROFILE VIEW ALONG STRUCTURE � � 40 � — sea-��,��-� �— ����w , „ — . ., , —�so-�- �,��� + - . , �� —� � 30 , „ 0 ��--��. �( -a. �- �� _� 20 � - —� r _ — „ o ,, __ _— �— � _ � ___ _ — — — � � -- s�F Ee--P -�F�E � � -- -- - - � -I- . „ ; , o -- I — �� I o O j —150 � �1 � U +50 Native Material consists of material that is excavated from the stream bed or floodplain at the project site during culvert construction. Only material that is excavated from the stream bed may be used to line the low flow culvert barrel. Rip rap may be used to supplement the Native Material in the high flow culvert barrel(s). If rip rap is used to line the high flow culvert barrel(s), Native Material should be placed on top to fill voids and provide a flat surface for animal passage. Native Material is subject to approval by the engineer and may be subject to permit conditions. +100 +150 �������� �� �������� �C�$�1�VI�� �C�tCTT1��I"�Y ]����I��C�o �����0�1,� Q]������� �1���]���1[�l��l� iF1��1�I �[7� �� °�� �i���Cg71� ][�� �� �� �]�[]���� i[���� � 1�iI�IL�°lii°�I�$� I���� 5�°Ii�l� � ]P]�E�1��`� ����v�1�� ������ �l� �� �� N Z O w � � � � 0 -I- � � � w N W _ Q N � Z iog � W ZW J N _ V � DETAIL 29 DETAIL 27 LATERAL Bo SE DITCH GansS SwnLE onTn SPECIAL CUT DITCH INo�+ S�oio7 � Not �o S�ole) F � r�- 6-�{ SLOPE � 80.0 6 Ff/fT Noturol g-� �� �'��� Nolural I�- I � L REQ.= 1J0 FT G. d `�'1 \�0� SIaPe '� Ground ?'l p,� 1"��. �F�II LPRO.= OFT � . p F d V�] 30 PSS / d �EorE���E a 8�a= °s, �F5 � NAD 83 Geo�e,�l� ' Min.0-1.0 F. Min. D- 1 Ft. �0 3.1 FPS � Max. d- 1 Fi. SLOPE GREAiER THAN A% -/� � Type of L ner CL I Rip-Rap Mo�. d-1.0 Ff. •Wl�en B is � 6.0' B- 2 F. q2 GREATER THAN 4FP5 � / FROM STA. 21+50 -Y09A- LT TO STA.23+00 -Y09A- LT Type of Liner= CL e Rio-Rap 6= 5 Ft. STA. 20+82 -Y09A-LT?� -`� � FROM STA.19+50 -Y09A- LT TO STA.20+82 -Y09A- LT �� � DETAIL 28 L4TERAL 'V' DITCH ������s`��e� DETAIL 5 SPECIAL CUT DITCH / -�rup,�C \ � Nafuml ~- Fill �Vo��o ScoleJ N� p" " �� cround J.I p �� l•�i. / . d sioPe F�o�� �Q 3 B�, oc om�, r Geo�enle � No�urol � p Slopa � /i Mn.D=1.OF. Ground 3.1 p F��e BM� 5.5 % : Mo.. d=1.0 F. - Min. D= l Fi. \ \\ � � Type oFLiner= CL IRip-Rap 6 SA Fi_ .. � �� FROI� STA.20 I� SS -Y09A- LT TO STA. 21+50 -Y09A- LT fROM STA. 27+77 -Y09A- LT TO SiA, 28-22 -Y09A- LT � -- �� - � / SPECIAL CUT V DITCH/ / ser ue�.ai� � DETAIL "` DETAIL 25 / /; z 8 ` RETAiN 1 �o LATERP.L BASE ITCH STR MBANK STABILIZATION �� � / ���� FALSE SUMP � Hor m s�am� _.: r-;� ( Nof to Scale) N b � E. 22 TONS CLASS I RIPRAP �T� �` �' ��O / � - Ovtsde D}ch �`� �\\ , �-�I � Troffie Flow �a. c�o��a �:� '- � � � F�iope � /65 Sv GEOTEXTILE '{` - * �*- rr . � pi �/ � 2•�... d D ��y EST. 11 CY DDE ON STREAM ��I �- � T e M� o.,s F,. � j SEE ENLARGEMENT BANKs oNir - ia�r��s*� t� � �i � Ma,.d-u Fr_ �� � -� � SHEET 23 �a� _ - r � � " �i � �-� , x'k �� ., � ��� r5- etc. B-20Ff. -� \ -� d N �' �' T - .. . _ - �-'�' �31 �' _ � r i � � � �-N\ ' ��jF if iF iF iF 3F r/ S-Ditch $IoPe � Proposed Difch b=5.0 Ft. �y � � �, �, .�-.. .T . _ __ �I � � � �, ��� �� ,. **�p��� \ T of Liner= PSRM - j � � � � �� -� +' "�'µ "�"'-^C -Y09A-STA.12+03 LT YPe � � �1' `,�,' -N �I �I �' �, � �' �' �I �' �I � �' - '�,Y..IF�'.% -Y09A- STA. 19+55 LT FROM STA. 19+00 -Y09A- RT TO STA. 20+25 -Y09A- RT �� � �' �I .� �, 1 - .� � � �� ; - �, . AL � � � � \ al � � �I a Ze \ � � � � '' � � � � � � � !T =� � � � * i � � ;� � � � 1 1 � � � ��st �. � � / � � F �� -'� � � � �,� � '� � � � � � � � � � � � , . / \ -�F "' �I �I �'� 'i �'� �I �' �' p�OP�SED b F / � � � �' �I � -� �,�� - 14' % 7' RCBC � � � \ 31 -H � �I a' �I N �' ?I �L =v �- � _ '�'r �/ � � �' e � - - �I ;� � � \ �_ � DENOTES IMPACTS IN I ��� SANG INC. 0� HAV�LCCK � �I �' �' -�' -y �,� � �, �, � Y i � iE - F � � _ SURFACE WATER 1 - \� � � 40 TONS CL I RIPRAP S '[8 *� �� � � �' �' �' � � �, �, 77 SY GEOTE%TILE C� Z � � i� F F � DENONE WETLANDTION - / � �l' -N il �' V �I ;� �y N �, � � � .. �." ' ,-. .. . . , DENOTES MECHANIZED � � '{ '� � �' -� � �. �, � � . ��L A R P RTADITCH � ' 2 TONS CL 'B' RIPRAP F ' "�' ' . _.. �_� . ��: � � , - ..-.: �_ � �' �I �{ �I �I � � � '�' � I SEE DETAIL 28 .. , XTILE � L CLEARING 7 SY GEOTE � � _ _ _ � � . DENOTES TEMPORARY _ �I .,. .. , � ' � � � � � y�� � ''�_ � . DENOTES FILL IN � � � � � . ( ' i � � � � � � � � � � � � I .. G / . IMPACTS IN SURFACE WATER F WETIAND � ,� C , � `, r -,_ --� �_� ,.. , �� � � _ ` ,r�, �• / ,:r� ,,,CCM``''''t � ^ : � � / \ � � �' �' _ '. . / � � ". \ �' �y � .�, ��p �, I �, � _ SPECIAL CUT DITGH . ` �P / � .. _ POND ��� „�t,� \ / I � �' I�f W/CL. I RIP�tAP � � ��_� . � ' ` LATERAL 2 FT. BASE DITCH �' � �I - � _ � .� , �� � y � .�y I � � SEE DETAIL 29 / � / Q W/CL.'B' RIP-RAP / { - � - - ' r ��� �y �� SEE DETAIL 27 f � � / � � � I � m � / / � , � � SEE ENLARGEMENT � � J �= ���, �' � ` - -- ��' SHEET 22 _ - _-�� �_ �` / / � 2 TONS CL 'B' RIPRAP \ '� � r pD�� �� � P E e� PDE / / 7 5Y GEOTEXTILE / - - PQE�- � ` F E �O o PDE .� * * � �� \c c / R ^� F F F F F F F �� ., p .__ ... - - _ - __ _ _ _ F F F F � V � U � - ----- -- - / zci MHlYJf7HJ VVH/ -/U7H- F /' ; _; ----; .�� c '_ � ; ; _ ; - _ _ - - � \ ,� --� - � � R < < < < < _ � = R � M: � * E ! � � , SPECIAL LATERAI 2 l[ � `° E � GRA55 SWALE DATA gqSE SWALE 2' LATERAL B SE DIICH.. � � Y on b.es Ac SEE DETAIL 47 W/PSRM ; � � s�oaE= o.oaa Frhr SEE DETAIL 25 � ��' � rtEQ = a�a Fr L PRO.= 815 Ff GRA55 SWALE �ATA £ �.:� .� I . Qs n.o cFs i,. �� i V2 I.J FPS �A- 2.58 AC � D2 1.6 Ff SIOPE- 0.036 FLFT Qm- n.a cFs DETAIL 47 �Rea.- zso Fr '� �' / �y VIO 1.8 FPS -��- �' L PRO.- 0 FT �� oto= t.� Fr SPECIAI LATERAL BASE SWALE _ -- -,, . � - - qs- s.i cFs � 1 eti (Notfo Scalel- : '.• � .. -• �- - � V]- 2.J FPS ' . ' D2- 0.6 FT � � � �Q10- J.9 CFS � STA. 79+00 -Y09A-RT "��- vto- z.s FPs �� � .. - How,oi �- a���o< F�n mo- o.� Fr I �- ;, Gro�nd 3� p Slope _-�_� J i Y,� ,-�, ., H ' I / F\ «e .. . . -�' - - . .,,,�,, .:: �.0 Min. � R.0 �F�. , �5TA. 20-25 -Y09A-RT mN � � 8- 20 Ff. � � � / / � / / � Y FROM �STA.10+62 -Y09A- RT. TO STA. 19-00 -Y09A- RT. - ' y �� T TB 2GI / TYPE-D / c N G c - - - 2' L4TERAL BASE DITCH W/CL. 'B' RIP-RAP C SEE DEfAIL 26 h �;�.. "--(;hl, L�� E � E�E DETAIL 31 ` S ITE 6 SPECIAL LATERAL 'V' DITCH ,�o.�o =�o�e� Fni DETAIL 26 Ho��,o� a`°` s'°" LATER.4L BASE DITCH G,o��d 3.� p F��e� i Ho� �o s�oia� e . _ b Geo�e.�'le 1 u�al Min. D= 1.0 F{. G�ound 3�1 D"�, "�� `Siopa TYPe of Liner= Closs-I Rip-Rop Max. d= 1.0 F. - d ceor[xn�[� B� FROM STA. 27-23 -Y09A- RT TO STA.28+40 -Y09A- RT � Min. D=1.0 Ft. Ma*.d=1.0 Ft. �whe� B �. b.b B� 2.0 Fi. Type f L e='.�'Ll 'B' Ri�Rop b� 5,0 Fi. �� FROM STA. 70-25 -V09A- RT TO STA.23+50 -Y09A- RT PROJECT REFERENCE NO. SHEET NO. R-5516 14 RNJ SHEET NO. ROADWAv DESIGN HYDRAUlICS ENGINEER ENGINEER �u4O 1��1+llllLV "C�NST ll'1L[O 1V � _ _. ..._ o of A=COM'°,9��,a,ns�o�9�'�9�9,=as�o�=,9,Fax,,, PERMIT DRAWING SHEET 20 OF 27 /r,._ REMOVE - / -2�' � � 'C U � '�.IIl.L.O�'..� � �.: �PECI L � . ' DITCH W/CLrI � EE DETAiI 3� m � � � _ z ze� � � � � �� � # 1 -I�-r ** y * * � � � i , ;k�k� *�k^'�"�M; �Q�' �\�`�' '` � **, � � � .I * �*� ,���,,�� __i � Cl'I -N � � ,� � � sc, _ a " f�F�, ('�' ` r� �a �1 a �� � � � �. �I -�1 -M t'I.0 - - � � \ � . A �, • STREAMBANK STABILIZATION EST. 34 TONS CLA55 I RIPRAP Wi755Y GEOTEXTILE EST. 15 CY DDE ON STREAM BANKS ONLY � •� � � �� ■ ■ ■ - ■ ■ - N Z � N � a � a G� 9 � < L w � o �' Q 0 � � r � � W N W _ QN � Z O � � � W ZW J N _ V � 2 DETAIL 29 SPECIAL CUT DITCH � N 1�o Scale� Nunrol 3� �� G,o��d 3:/ � D �o e� d Min. D-1.0 Ft. Type of Liner= CL I Rip-Rap Max. d-1.0 F. FROM STA.21+50 -Y09A- LT TO STA.23�00 -Y09A- LT DETAIL 28 I DETAIL 27 LATERAL BASE DITCH Gan55 Swn�E onTn � No�+o Sr.ai�� b DA= 1.82 AC SLOPE= 0.066 FfiFT No��.ol L REQ.= 1J0 FT z L PRO.= 0 FT 1".F Gro�nd d �, � ry` Q�- 3 0 P55 � ♦ �'_ �" F� i ' NAD 83 B� Min. D- 1 Ft. y�j�0= 3.1 P55 � � Mox. d- 1 Ft. D�ppE GREA ER THAN 4°0 � 'WFen B is - 6.0' 8- 2 ff. q2 GREATER THAN ZiPS Type of Liner= CL B Rip-Rop b= 5 Ft. STA. 20+82 -Y09A-LT�� �/ FROM STA. 19+50 -Y09A- LT TO STA.20+82 -Y09A- LT � LP.TERAL 'V' DITCH . i������ s����� DETAIL 5 � 6 SPECIAL CUT DITCH / ��Z;�o C \ Naw,oi iNo��o s<oioi hb, zes �_. Grouna .l D 3� i^h�. / "G.3-2 d � ` ` \ /' SS / � � I p� ° � Na�ura M n D 1.0 Ft. �round 3.� D F\ �e � �� � ( r Max.d-1A Ft. '� � Min.O= 1 Ft. � Type of Line - CL I Rip-Rap 6=5A R. \\ \ �� FROIj1 STA. 20+85 -Y09A- LT TO STA 21+50 -Y09A- LT FROM STA 27+77 -Y09A- LT TO STA. 28+22 -Y09A- LT �jjjddd/ y - � � / / / 3PECIAL CUT V DITCH� /; / ..._.. � � SRETAIN �1 � ;� PROIECT REFERENCE NO. SHEET NO. R-5516 14 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER �uA� 1LO �llNFd �ONBT �IL,O 1V � o�, -AEGOM'°, °, ,_ , _ �;'; ,' PERMIT DRAWING SHEET 21 OF 27 i DETAIL �� DETAIL 25 i z 7B - faEMovE -- � FALSE SUMP � IATERAL BASE QTCH � � � � .. -- (Norm s�oie� - iNo��osmie� e � � � � �� �� i��i � � �C�.e -' Oufsde Ditch �o Ho��i �'� �� \ T , �. . ` � . Troff c Flow - � � 2Q; �0.� I z,l G�o�,a 3. � I \ . .. ' o '" ` SEE ENLARGEMENT �4 ** r I.I b a �� � � � � � a M�„_o_is F�_ A ;� SHEFT 23 � , v�, �4�rr�sa�sec�* � i i � � � ' M x d-1 5 Ft � �I �I , /ri r �y 53F_�6 afLH��9` � � �I � . i � $SDitch Slo ba5.o F. b '� �I -� -,�I �' � �' =V� T ' _ -� _"-�' 31 il �eim- � _ � � S�j � ifiF�iEiF*� * G _ efc. 8-1.0 Ff. � Pe L �, .... � �,� ' �i y � . Type of L'iner PSRM � �' �I � / � � F -Y09A- STA.12+03 LT �' � 31 � � � � �, . '� �I �,' � � - �,'.�.�.�..�..�." i. -Y09A- STA. 19-.-55 LT FROM STA.79+00 -Y09A- RT TO STA. 20+25 -Y09A- RT \� '� �' � -� � � � I. � G%TJTTZ/� DENOTES IMPACTS IN < � � � � � i � ��� �+ � E �w ze , k � �I � �� � � � � � � � � � � �� � � � -. �� � . * I I � � � � � � I � � � � � � � � � � � � �� � �' -��' �� � � � ' * . F . �! �� ' � � � � ��� � � '� � - � �' � * � �I �' "� � � �' �' �I ___ �I �I� � �, � � �' �-� Pw'Op�SF{� F � � �' �' �I � Oi � � j : J_- � �I � � 1 D X- 9^RC�C � F � � � � �I a � � � � y� - =dt�er -- �i -;�-� x � ( � / / � ,. . . '� �I il �I �' �,' � �' �' -�L =v �� � _ � -' ` F . g y � \ j � '' �' 40 TONS CL I RIPRAP ' . .� � � -y '� \ '� � �' �' -31 -,� � �, � � �. � 77 SY GEOTEXTILE - SC� Z ZS -- � � F F � �' � i{ - ... . . `.. -F - F c � � - C � F F - F /i SEE ENLARGEMENT � � � � � � � '� � � � � �,�c� i R�e- -� _'_ � i=s� ceo exr�e RnP �� � F� � SHEET 22 £ � � eani cur �iTc� i � � � � � � � / . � �. .;{ � ..._________� � ,_ S€E D IL 28 ` . Z �/. � � . \ , � . ` \. � � , � /e � � � � � � 1 � � � �� � , � � � � � � � � __ 1(k � ) '� � ��/�'' �i '�,� � =- �_._� � � ��i .i f I � .,, _ ' c _ 1 ✓ �� r �c� � � � -- _ p „� `L,.- � � / �l � l � q , � �A �' -�- �I �' -�' �' � q{ ; r' i o � � � � o � . ✓ '� .� �� \ _� � (� � �� � 1 �� ��� ,,�. � �G-i�--��- � � t � . '� � � � � � � _ ���� �, �, . �� F' . � � �� / l } I I�� . v I � - � \ N I � _ SPECIAL CUT DITCH �P �/ r �( .� �II _ � I � ��. � ����.. V.TERAL 2 FT,.BASE DITCH -H i � _ ... W�CL. I RIP�lAP � / � �� P �1�.: \ �' I � I J J � I I�. �0 � \ � �i � � II � I _ / Y � /� ,�.-T, �,' '�, ;{ SEE DETAIL 29 (� I V ,y � ` _ = _ WlCL B�RIP�RP.P I.� ^� / / C �.�II�I ('O �..'�.��..1 S� ' - \ �EEUETAIL27 . � �' 'y/I �;/ i I�. �N - \ _ � //��I � .. �_ ` 1 � � . . � �I I � - � � / / / � � ''-- ���/7 ����.-�. ,. \` , ' �\�I v . . / / .--, / � 2��TONS CL'B'RIPRAP � �� � v V P E��PDE � ...- c � � sr cEorExmE PpE � PD� -' - / - - a� - - � P E� � � PDE - c�-� � �r `� E c / � F�/ F F F F / - -� �_. __ - F � � J r - _; - -s -� s - -r -- T\ C G C C C � � � / /C \ L SPECIAL LATERAL 2 �. . . . . - - GRA55 SwALE DnTA qqSE $WALE -� �� DA= 6.65 AC SEE DEfAIL 47 SLOPE= 0.003 FTTT L kEO.= 6J0 Ff L PRO.= 815 Ff �s n.o cFs Vl l.J fP5 Dl 1.6 FT o,o- ,g.e sFs DETAIL 47 mo= i.� Fr SPECIAL l.4TElt4l BASE SWALE - � �� � �-" - ' . - .. I N ro Scnlel_, . _ - __-� .�' - � _ _ STA.19-06 -Y09A-RT .-' . � � - . . N �a�ol � � / . � round 3 p A \ �e� , ;'.: - . --- F_.'_ _ � � _-_ '_��_ ',I.BI Mn.D 20F�. -_ - �',..��.-.. � -- -� B-- 2 0 Ft. FROM STA.10r62 -Y09A- RT. TO STA. 19 i-00 -Y09A- RT. � z�i t ' E -`1,N�F�-�9' c ; t . . � � �' E 2' LATERAL B SE DIY�F6:� � '� � c W/PSRM / � SEE DETAIL 25 � � �anss swq�e on n � �f � � � � � � . SLOPE 2.50. 36 Ff�FT �/� 4/ � /% / . L PRO - 06FTFT � '� / � � � _ p1 6.1 CfS f . / ��� .D2- �6 FTS � .� ./ u � /. � � �� � i � p10 J 9 CFS I�� �f . �/ ... vio za FFs `�� �� D�0 0� FT I � I�I % � / ; I h i I' // II / N � / \ {� 1 ��STA 20+25 �09A-RT m ' � ;� � - ��,� / T�,!� �� _ / / TB 2GI / nPe-o / c �: .." '� Y` , -� _ � � � � �� c - 2' LATERAL BASC DITCH � ,� _ _ - ,_. . . ..._ � W/CL.'B' RIP-RAP c SEE oEfA�L 26 t,HERRY�� BRANCH, L1._� �E�E DETAIL 31 � SPEC�AL LATERAL 'V' DITCH S ITE 6 - , �a„o =�a�e, DETAIL 26 No��,o� a`�� , � IATERAL BASE DITCH �`°""d �� p F�O e a��o Scab : (N I d b rvat��ol M n D 1.0 Ff. Graund 3�) p 3� I ��s� - Type of L nar Class I R p Rop Max. d- 1.0 Ft. d_ .......- e FROM STA.27-F23-�-Y09A- RT TO STA.28 �-40 -Y09A- RT : _ ' Mn D=1.0 Ft. . . .. .. Max d-1 0 FI. � •WFen B s< 6.0' i B 2.0 H. TYPe� of L e-. .'LL '8' Rip-RaP b� 5.0 Ft. FROM STA 20+25 -Y09A- RT TO STA. 23+50 -Y09A- RT Y- PECIAL L .�. Y �' ' DITCH WiCL I , �.�� � EE DETAIL 3fi� . m - Z Z8 v ^* -�� * i a ,� ** ** �M` W � \ M: �' � �4 ?' Q�I 31 � �I � .��., *# . �' ..�i � * W y � � �5 \ * � � � �y � �rv � .� ��F � 1 -�,, � � � ���� � n t 8 � 1 /� \� __� / �\ �jj / I __y�,�`�\ � , _ I � � • 50' 0' 50' 100' Z 0 N � � -�-.`i �, �� .� r� ... � �� ..�, ...����..�..� WETLAND AND SURFACE WATER IMPACTS � � �� ' � � =� y � i I 1 = � I � W/CL. I RIP–RAP - �' � �+ � „ , i ;' � '� SEE DETAIL 28 �� � � � � � � � � � � � � � � � � � � �� � � �� �' � � � � � � � � �� — - `; - - - �� � � � � �/ \ � � � � � � �, � � � � � � �+ � � � � � � PL�,Vl7 � � � � ;� , �� �� LATERAL 2 FT. BASE DITCH ��' 1' � � � �, � � � ��� � W/CL. 'B' RIP–RAP ' �! �� SEE DETAIL 27 � � -� ' � � � �-�'� � / � � -, \ � �, � ,� � � � � m � --- . � � � � ��' � �� � \ � �' � . �, � 2 TONS CL 'B' RIPRAP Pp� 7 SY GEOTEXTILE ` � PDE _ � ���' _ � -�- � �� _ ����� -� PDE ` ��� _ � � c �� ,� -�, - � _� , ����� _ , � � ��.� F / F F � / � a V � �n I I 2G1 �A- � ; ----� — — — — � � C C �\ � / /C \ � * * ��� * ` E � � -�� , �� , � �� 2' LATERAL B SE DI�C� � � �; W/PSRM � SEE DETAIL 25 � � - �� �- GRASS SWALE DATA DA= 2.58 AC SLOPE= 0.036 FTifT L REQ.= 260 FT L PRO. = 0 FT Q2 = b.l CFS V2 2.7 FPS D2 = 0.6 FT Q10= 7.9 CFS Y10= 2.8 FPS D10= 0.7 FT STA.20+25 –Y09A–RT m �-�=� - �i� E G � PERMIT I N m / )E e� PpE c � ��� � ` �, � P9 �,L � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES FILL IN wEruNo _ '�' ' DENOTES MECHANIZED CLEARING �n TB 2G1 � TYPE–D — ��— �E c c � S ITE 6 c� E— � � TONS CL 'B' RIPRAP 7 SY GEOTEXTILE Z9� � PROIECT REFERENCE NO. SHEET NO. L R-5516 ILW SHEET NO. ROADWAY DESIGN HVORAULIC$ ENGINEER ENGINEER 1P1E81E1LdA9[dN' ]E8� I�ILAN� DO NOT USE Fa CONSTRUCTION SPECIAL CUT DITCH W/CL. I RIP–RAP SEE DETAIL 29 c �c o�, _-AEGOM �o � 4 0 ' PERMIT DRAWING SHEET 22 OF 27 ��� / � / / � � � G / / / � � G � �� ' / - ��� � =�� �� � i � c DETAIL 26 LATERAL BASE DITCH ( Not to Scale) b Natural � �— ' \ Fill Ground `�'I p rj•.� 1'%Ft. Slope d GEOTEXTILE �� B Min D=1 0 Ft Max. d = 1.0 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner- CL 'B' Rip-Rap b=5.0 Ft. FROM STA. 20 + 25 –Y09A– RT TO STA. 23 + 50 –Y09A– RT 2' LATERAL BASE DITCH W/CL. 'B' RIP–RAP SEE DETAIL 26 �r'��i;KY Bi=�AP��,. DETAIL 31 SPECIAL LATERAL 'V' DITCH ( Not to Scale) ot Natural ��1 ��te� Ground �'.•� D �\a d � r' Geotextile Min. D= l.( Type of Liner= Class-I Rip-Rap Max. d= l.( FROM STA. 27+23 –Y09A– RT TO STA. 28+40 � ,■ ■ ■ - ■ ■ - N Z 0 N � PROIECT REFERENCE NO. SHEET NO. R-5516 ILW SHEET NO. W E T LA N D A N D S U R FAC E WAT E R I M PAC T S P E RM I T ��ti��- R°A�N� N°RS��N ENGINEERS ti- 1P1E81E1LdA�i[dN' ]E8� I�ILAN� � � � � � , ��,, � � � � �V��� t-��� ��� i. � �� `L � �� �� � ��\ �cc �� � `�/ o' � � � `3�"� 4d" ��N�� \ B M 7 � /,/ � �o � � , ��`-' � \ �,� � �_� �� � �,_ Preparad In the \ /\ ' /4'('. RM � CErvs �\ \ ` , \ �`` � `\' \ '' � Office oL /� �/�1/��� �0 99���4a,ra0�n - \ 7 � �h��`V��� 6e° ' �5 / /\ ��J � � `� . � �� � �� ���F . . �� — � � � �� � PERMIT DRAWING � �� � � _� �� SHEET 23 OF 27 � - - - -� \ /� \\ �� \ SEE�DE7�tl1 5 V-DITCIH ;� � i'-'-�'� � G� —T � \` , '' -- C_� / �, �T� � � �� — � — — �� ` � RETAIN —�- __ � � REMOVE � � - � Z 28 � � i > � � _ � � � - _ STR BANK STABILIZATION �� -- �� i ��� � �- � aR - � �-� fi ES . 22 TONS CLASS I RIPRAP �a /% � Da H���g e, � i � ' � � DENOTES IMPACTS IN /65 SY GEOTEXTILE ''� � � - - � , - � SURFACE WATER � � �� �E �E' ��� � M -- � DENOTES TEMPORARY � � EST. 11 CY DDE ON STREAM �� �I `�� _ _ iMPA�15 iN s�RFA�E WATER BANKS ONLY , ������� ��ET��� �/ �� � - � � oENOTEs F�« �N \ / ��/ p� .y, / -.. I `- . WETLAND � - , .77C-�7 _ �$ 7C " i� � � � � � DENOTES MECHANIZED � � 8�M— — _ � � 1 �'�E '�E '�E '�E 7C � _ �. GLEARWG - _ __ _ , - �� � �� � � � � �� �I , � ,� �E � �E 9E��3E �E dE �E c � �^ P E C 1,91-L-,4T� L _ �I �,' -� � �� i � L�' E dE �E ��E �,P,-�E � �� ` ' DITG,IH V�2L-I � � � � � � � �I � ,, � � -- � � E ��dE �E�'� � ', � � E E� D ETA11 31 � x_ � ❑ �' �+ � -�I �,' � � �, �, � � � � � �'' _ � o : za�� � � I I � . ■ ■ � � . 4 � / � .. � m � ,; �. � � � �mj � / -� , � � ; . � � � � � � �� �i �� � � � ' � �. _ �-� Z8 ..� � � � ' � ,, � � �, , � � �, _ � �S�- �I -�I /�`I -� �`I �i � � � F � �� -,�{ y � /C��E __ ��� �� � � � � � i ; � , �, ,, ,��' PR�OP�ISE � � ;, � � �I -�I �{ ;� i �� F � �,� F �k -- , �' _ - � � -- — � � � � � �� — �� - , i �,_ �I �,' -�' �' � . �— ��' X � ' R�BC °' � , * �y . � / — — _ — �v �� — �; � � �c � �j � F - , _ � � _ y_ / - � ` -�' � � . � ,, '` * �k - � ,� , _ � � � � � � : �, � ��� - � � � ,k �k � � � W� ��� ��� � - �' TONS CL I RIPRAP � � �y � ��� � � , � \' ��s �c * *- * 4 � �`�' � �g M i'� ` � _ E S� 28 � � F F F � � ,, * � � � �' -� SY GEOT � _ � � � � "`� � �� �I � �' � � EXTIL � � Z � '� - � ,, �k * `, � � ���� � i �I � �I -�I �I �I �I � � �� � . -- �- � � W ,' �; �I �I �' 2 TONS CL 'B' RIPRAP F � Q" ��I � � � - � �' � ECIAL CUT DITCH � -' : ., - � �, � c,w � ��� � � �' s=� CL. I RIP-RAP � � � '� � � �' s'� � � �s E DETAIL 28 7 SY GEOTEXTILE Z �� '�. � �! �' , � � � � _ �� t� � �� -�I � � , - � / / = - �' y -� � � � \ � � � � � � � � � �{ �' -�;, -' � / � � Z ti9 � � v � / � � �� �' �I � � ��, � � � — � � � ; � � /� � � � - l�' �y � � � �J 6 i SPECIAL CUT DITCH / �P / W/CL. I RIP-RAP �' �� � I `SEE DETAIL 29 / / � �. N � � N � � � _ � � �� � � � � / � � - / EB�PpE c. � �j / _ ;�� c � � �c � � � P E � ,, Yrrr, -_ _ .. ` \ � /-If -a- C / � / /G � / � CTDLAAARA1.111 CTARII 17ATI(l�l. ,■ ■ ■ - ■ ■ - S ITE 7- PRO F I LE VI EW ALO N G STRU CTU RE 30 - 09�= S—�A 2 . 3-- 1� 1{�' �c 7' R- E\A/�BE�E6ED HEAQVa/A!L 25 - 20 15 10 --- — -- -- � __ _ _ ---- ---- ---- -- — o , o . ._ - 5 — — . � � —150 —100 —5 0 � � �����������j-� +50 Native Material consists of material that is excavated from the stream bed or floodplain at the project site during culverF construction. Only material that is excavated from the stream bed may be used to line the low flow culvert barrel. Rip rap may be used to supplement the Native Material in the high flow culvert barrel(s). If rip rap is used to line the high flow culvert barrel(s), Native Material should be placed on top to fill voids and provide a flat surface for animal passage. Native Material is subject to approval by the engineer and may be subject to permit conditions. + 100 +150 , ������� �������� �� �������� �CC]���1�1� �C��71�°I��Y �������o �����abo� �������� ����]F��CiE�[�I��l� �1Eg���1[ �� �� �� ����C�T1�I ]E���� �°I� �CI�II�E���Y ]I���1�°� I��i[s���ll$�Y 1�.��1� ]�i����1[�`][° ������� ����� �� �� �� ---- - ---- ---- - - ---- ---- - ---- ---- - - ---- ---- - ---- - - ---- ---- - ---- ---- - - ---- � O 5 �O PROJ.REFERENCE NO. SHEET NO. MTrI R-5516 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 30 20 1 1 2 3 0 5 0 0 0 1 0 7 0 1 0 1 0 7 0 1.0 ------ ------ ----- ------ ------ ------ -- 0.o4t o.o4t PERMIT D WING �' z 3� 3�� HEET OF 27 SIDE ALK 24 90 -2Q- ----- ---- ------ ------ ------ ----- ----- ------ ----- 3�1 -- ----- ---- ----- ----- ------ ----- ----- ----- ---- . ---- -------- ------- ------ -------- -------- ------ ---- ----- ------ ------ -� - WLB — — — — — --�-- ------ ------ ----- ----- ------ ----- ----- ----- ------ ----- ------ ----- ------ --- ------ ---- — -- ---- ---- - ---- ---- --- -- ----- ---- ----- ---- ----- —�--- Y09A ----- ----- ------ �-� S ITE 7 ----- ----- ------ ----- ------ ---- ------ ------ ------ --- ----- ----- - T ----- -------- ------- ------ -------- ------ ------ ------ ----- ------ ------ ----- ------ ------- ------ m -��- ---- ---- ------ ------ ------- ------- ------- ------ ----- ----- ----- ----- ------ ------- ------- ----- ------ ------- ------- ------ -------- -----� ----- ------- ------- ------ ----- ------ ----- ---- --��- 0.02 3.� 3,� 0. A2 � 3�� SIDE ALK -� Z .11 3: ----- ----- ----- --- --- 2� ----- ---- ----- ---- ---- -2Q--- ---- ------ ---- ------ ---- ----- ---- ------ ----- ----- ----- ----- ----- ------ ----- ------ ----- ----- - - - - -- - - ---- - - - - - - - - - � �— _ -� _- 3'� — -- --- � � i 73.36 ---�-- 12 _31-- - ----- ----- -/-- ----- ------ ----- ------ ----- ---- ----- --- ----- ----- ----- ---- ---- --�--- Y09A SITE 6 �/� 20 + 0.00 �/� -_-LIL___ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ____Tl�'D =-_ __-- _-___-_- ___-_-_- _-__-___ _ _ ___- _____-_- ___-_-__ _-__-___ _-_____- ___-__-_ __-_-_-_ -_-_____ -_____-_ ___-__-_ __-_-___ -__ -___ -_____-_ ___-__-_ __-_-___ -__�SL___ STA 31 + 0.62 m EL = 2 93 J FF 4 .DO LT -��- ----- � ------ ------ ----- ----- ---- ----- --- ----- ------ --- ----- ----- ---- — ------ ----- ------ ------- ------ ------- ---- ---- ---- ------ --- ---- ----- ----- ---- --�Q- � \ - - - - - - - - - - - - - - - - - - 0.025 � 0. 25 � � 4 � ' — '�� b:l �/ ' � �� -2Q- ----e,- ----- 37- ----- ---- ----- ---\ ----- ----- ----- ---- � �-- ------ ------ -- ----- ------ -- - -- � - - ---- ----- ----- ------ ----- ----- ----- ------ ---- -�-- 1 .87 � �� - SI E 4 52 + 0.00 17.9, --��-- ----- ------- ----- ------- ----- ------ ----- ----- ---- ----- ---- ----- ----- ------ ------- ------- ----- ------ ------- ----- ------- ----- ---- ----- --- ----- ----- ----- ---- ---- --�p -- m J � � 0.025 0.077 �T H EXISTI G ATCH EX STING __ __ � ------ ----- ---- ---- ------ --- - - ------ ------ ----- ------ ---- ------ ------- ------ ----- ------ - - - - - - - - i :1 1 � i 3y•. � ---- _ A'. � ia u ` 4. _ _ _ � ` � � � � �1'r . 0 � 7 \ ; � —�-- ---- ---- -Tb da-- ----- -��- - ----- ---- ---- ----- ----- ----- ----- ------ ------ ----- ----- ---- ----_L B- ----- ------- ---- ------ ------ ------- ------ ---- ------ �-_- --_-- --�-- ITE 20 + O.O STA 10 68.09 EL - 29.01 OFF = 39.71 RT ---- ---- ----- ---- ------ ---- ----- ---- ------ ----- ----- ----- ----- ----- ------ ----- ------ ----- ------ ------- ------ ------ ---- ------ ------ ------ ---- ----- ------ ------ ---- ------ m m --��- ---- ------ ------ -------- --�AI _EX1SI ----- -- � --- --- ---- L�tL_EX1 �---- -Il.033- ----- ------ -- --- --- -- ------ ------- -------- ----- -J ---- ------ -�� -- ----- ------ ----- ----- � � m -'- ------ ------ 1 — — — — — — — — — — � � 6 � � z a9 � � � � _' � 27 39 � 4:1 ' N � � . � _�� l- — 3:1 -�-- ----- ------ ----- ----- ------ ------ ----- ----- ------ ----- ------ ----- ----- ----- ------ ----- ----- - ----- ------ ----- ------ ---- --- - - ----- 3-7-- - - ----- ------ ----- -� -- LRB- .v 7A + O.00 STA 2+73.92 18.64 � EL 29.27 OFF - 81.68 R - ---- --- ---- SIT 1 - �- ----- ----- --- ----- ----- ----- ----- ----- ---- ----- ----- ------ ---- ----- ---- ------ ---- ---- ----- ------ ----- --- ---- ---- ---- --- ---- - � - ---��-- ----- ------ ----- ` _ ------ -b_� --� T-��-- -- o. o,s --- — - � - °� ---o-. --- — --- ----- ------ ------ ------ ----- ----- ----- ------ ----- --�Q -- ---- 6:T---- -- 3`� � 28.06 \�7'S7 �--- 6,1 � �-61 — — — ---- � 7. � i -�- - - - --- ----- ----- ---- ------ ----- ----- --- ----- ----- ---- ------- ----- ------ ----- ----- ----- ----- ----- ------ ----- --- ----- --- ---- ----- ---- ---- ---- -2Q-- 2 1 - - - - - - - - - - - - - - - - - - - - - - - - - SITE 1 77 + 0.00 --�-- ----- ------ ----- ------ ---- ------ ----- ------ ----- ----- ----- ------ ----- ------ ------ ------ ------ ------ ------ ------ ----- ----- ----- ----- ---- ----- ----- ----- ---- ---- --�--- -- -- -- -- -- -- -- -- -- - io io io io �o io 0 0 0 o z > > 2 s s o 0 o io �o io io �o io 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) 1 76+47 to 76+73 -L- Bridge Construction < 0.01 1 76+47 to 77+89 -L- Bridge Construction 0.11 1 76+02 to 77+91 -L- Roadway Fill 0.04 1 76+49 to 77+00 -L- Roadway Fill < 0.01 1 77+10 to 77+97 -L- 6'x5' RCBC Extend (Stream) < 0.01 0.02 26 132 1 79+28 to 81+21 -L- Roadway Fill 0.05 1 78+66 to 80+74 -L- Channel Change 0.11 1 79+60 to 81+33 -L- Channel Change 0.05 1 78+18 to 81+06 -L- 6'x5' RCBC Extend (Stream) 0.05 303 2 104+22 to 104+65 -L- Roadway Excavation 0.01 2 103+20 to 103+72 -L- Proposed Ditch 0.01 0.02 111 3 117+48 to 119+90 -L- Roadway Excavation 0.04 3 116+80 to 121+87-L- Roadway Fill 0.16 4 31+02 to 32+55 -YWB01 Roadway Excavation 0.03 TOTALS*: 0.26 0.16 0.21 0.07 0.02 440 132 0 *Rounded totals are sum of actual impacts NOTES: See page 27 for full totals Revised 2013 10 24 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) 5 36+46 to 33+90 -YWB01 (2) 66" RCP (Upstream) 0.02 0.01 41 32 5 33+48 to 34+16 -WYB01 (2) 66" RCP (Downstream) 0.03 < 0.01 96 15 6 19+87 to 21+44 -Y09A- 54" RCP (Stream) 0.02 166 6 20+66 to 20+85 -Y09A- Bank Stabilization < 0.01 10 6 20+21 to 20+30 -Y09A- Roadway < 0.01 41 6 19+87 to 21 +44 -Y09A- Roadway 0.16 0.06 0.03 7 26+39 to 27+96 -Y09A- Roadway SS 0.28 0.01 0.20 7 26+39 to 27+96 -Y09A- 10'x7' RCBC (Stream) 0.03 311 7 26+39 to 27+96 -Y09A- Bank Stabilization < 0.01 18 7 26+39 to 27+96 -Y09A- Bank Stabilization < 0.01 25 N/A Sheet 26 Totals 0.26 0.16 0.21 0.07 0.02 440 132 TOTALS*: 0.70 0.23 0.44 0.16 0.05 1054 273 0 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 • � � V � � O V � See Sheet 1A For Index of Sheets See Sheet 9B For Conventlonal Symbols 70 Sc: END � PROJECT �lbz MCAS CHERRY POINT i?s9 �' Gr vc MAIN AIR STATION US DEPT OF DEFENSE 1]60 1]] � \ ��6��� `�. �� . � s�oa,m � � � - t�] 1�65 1623 - 1826 1'/�8 CYcek � ��46 � i��4 �u ��s� �»d `�'°f �o � BEGI11 t �;_ � PROJECT ` �`��,� �»6 4` VICI11lITY MAP MOREHEAD CITY E �� ��� �� ����� �������� ������� \ ��'� ]�������� CRA T�E1�l CO U1�lTY LOCATION: INTERCHA11lGE FROM US 70 TO SLOCUM ROAD AT CHERRY POIIVT MILITARY BASE TYPE OF WORK GRADING, PAVING, DRAINAGE, CULVERT, STRUCTURE, AND SIGIVALS y�������� BEGIN TIP PROJECT R-5516 � —L— STA 60 + 00.00 ry ����Ts END BRIDGE -YEBOI- STA 33 + 65.84 ± BEGIN BRIDGE -YEBOI- STA 29+00.84± 4 NORFOLK 6 SOUTHERN RR 7 -L- (US 70) \ � �YE807, BUFFER IMPACTS PERMIT PORTIONS OF THIS PROJECT ARE WITHIN THE MUNICIPAL BOUNDARY OF THE CITY OF HAVELOCK. THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. METHOD "III" CLEARING SHALL BE USED ON THIS PROJECT m ^ �.", �mo � � O o p� ��Q O i� \ �` oJ��' '` ���oo ory SITE 4 , y ,, , SITE 5 END CONSTRU -Y02- STA. 12 + � � -YEBOI- STA. 60+85.00 -YWBO7- STA. 39+24.00 ���SITE 1 _ ,� ITE 2 �� / SI 6 � �, .4'�q Y q � ! � N Rs N O � CT� % 4.2ti+46.51 SITE 7 HA�E(OCK C�).y CIMITS ���� R-5516 � c nnw.Ko. .w.anw.No. escxiwrm� 45492.1.1 NHS-0070(154) � � P.E. 45492.2.7 _ NHS-0070(154) I WW & UTIL, _ l�lEB�]Lbi�IN.��B� 1[�1L�N� DO TOT USF, FOR CONSTRUCTION PERMIT DRAWING SHEET 1 OF 15 END TIP PROJECT R-5516 —L— STA. 121 + 72.22 -viva,- yia. ii+ts5.uu 8 SIT 3 -�_ (us 70l � , �,�\ ^N � V��� '� Q�p .�J(�- � � y o��� �.'��O i� ti� ��s. po ,� �LO/yp E 'LJ. - 1CTION + 53.97 -Yl l A- STA. 18 + 00.00 + 'VFI�, \FR� _ '`_..�._. - .: . . . � : , .._DETASUMP � _. .. . � . . . �� . . . LATERAL BASE DITDETf{HA N � �� �� �� - - �� ' � � DE AIL �O PROIECT REFERENCE NO. SHEET NO. 3- ' SPECIAL LATFR.QL GRASSED SWALE R-5516 S DETAIL =x DETAIL 9 DETAIL 22 e� ae�ocnrioN� ,rNa��o��a�e� - - FALSE SUMP �� SPECIAL LATERAL GRASSED SWALE SPECIAL LATERAL V- DITCH � Nol to Smle) � rvo�ro s�aie� , � WW SHEET NO. � no� 3o S�a el 1 Hoi �o s«ial _ 1 Ho� �o S�oio� d _ �n o D � '— Median Ditch ROADWAY DESIGN HYORAULICS O^ .�° 9 I2I i�Fl I 3 3 B- 60Ff'd ��.ol D�� Ours de Ditch Iz a I ; � � �� .��a � h\o e� ENGINEER ENGINEER Traff c Flow � Z0: � n m.oi , o� .. rvaw.ai . ,y F \O ; Gro�nd 4� p F\oe� ,. Ground 3:/ D F\�0 G� I B I M D- 2Ft ...... R� n qy �' ' �_ - -�.. .� . . Bi<. � . �_ i �llA� 1LO ��NFd �ONBT ��,0 1V � 5-Di}ch $lo . . � .. � � � _ �1.OFt. 5 Ditc.�� . � .. .. 6 5 OFf. Min. �- 1.OF. A' - Pe - �- er<. - �--. FRO TA 79+34MoL DLT i 5Ft -� � Mn. o- - -. .�� S 0.0% TGm2.0% �..20' Ove�r'4.OG Toe 6.0%�� qp� �.� �:. 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Max.d= 1 Ft. Type of Liner= Closs B Rip-Rap B 2 F. '�9+23 -YN/BOl l LT � % / � M �/ � _ - _ - - _ �.... -- ��_ : . . , . . - . . . . . _ . . � � � _ . - .: � -- � i .. .. .. . _ __ --- � , i� � � � � � � - 9vn- J� � ry . � i � � � ti � C �� Y � �� �/ � �� � — E �"� �/ �� � T— c — c--�� / �� � � WV \ � , . . , . � . � � . . . . . . . . . . . . . . � � . N 84° 26' 47 —YE80/— TB 2GI � —:- - � _ � -- � _� t -- _ — — c — —1� b 1�.�— . . � � �a c c E E E � E � � �� � SITE 5 � � �\ � M NOTE: CONTRACTOR SHALL FABRICATE AND INSTALL ANTI-PERSONNEL GATE$ �\\ ON NEW HEADWALLS. GATES SHALL BE SIMILAR IN MATERIAL AND � CONSTRUCTION TO EXISTING GATE$ ON A2" AND AB" RCP. � DETAIL 17 $PECIAL LATERAL BASE DITCH ( Nof ro s<olc) Nolurnl Ground 3�� A'� �yc d p F\o B Min. D- 1.OFf. Mox. d= 1.OF. Type of Liner= Class I Rip-Rap B- 3.OF1. 1 STA.33+00 -YWBOI- LT TO STA.33+45 -V\ �' DETAIL 43 MEDIAN V DITCH I �o� �o s�oiel J, < fpeo ��° � �� F.o�e� M . Min. D- 1 Ft. IW FROM STA. 59+50 -YEB01- M TO STA. 60+21 -YEBOI- M �Q Q Z i� .. - _ : ..._' — ..- __- / 1 � X I ._ I SITE 5 ` m� C ' � ` A ` ` — � . _ .s-- .< �--- �-- '.EMOVE .... .. . . — 1 _ REMOVE REMOVE � — ni- — E �\ =� —\ �\ R w � ' � _ � _ 3 � .._ �`2GI.. ....I � Type D � GRADE TO DRAIN � . . � .. ���� � � �-_ — �,—_ . .�. . . . i. � . � . . . - c � _ . C, . . . — c — c — —c � W . � — — — c �� �E c E� E E E� -i � m F� IMPACTS ZONE 1 IMPACTS ZONE 2 DETAIL 21 SPECIAL LATERAL BASE SWALE (Notlo Scale� �,al o< cround 3.� p p'� E\o�ta� I B I Min. D= 1.5Fi. . .. . .. � . B- 2.OFt. FROM STA. 54 i 86 -YEBOI- RT TO STA. 60 I 00 -YEBO7- RT DETAIL 18 DETAIL 20 SPECIAL LATERAL BASE SWALE �Noiio s�am� SPECIAL LATERAL BASE SWALE � No� ro Scalc� No��rai � o� G.ound 3;� p F\onac Graund 3:J — A� hei I Fo I B I Min. D- 1.Sft. B- 2.OFt. I B Min. D= 2.OF. B= 3.OF. FROM STA.34-00 -YWBOI- LT TO STA.38+50 -YV✓BOl- �T FROM STA.49'-50 -YEBOI- RT TO STA.54+00 -YEBOI- RT LT BU FFER IMPACTS PERMIT DETAIL 34 SPKIAL LATERAL BASE SWALE � No� �o Scale� G�ound J:! � 3.� F\ hg< � B I Min. D=1.SFf. B= 3.OFf. FROM STA.18+66 -YVJBO7- LT TO STA.33+00 -YWBOI- LT DETAIL 45 SPECIAI LATERAL BASE DITCH � Nof �o Scolef G��rol ound �7,.� - a� �¢c d p F�o 8 Min. D= 2.OFf. Mox. d- 7.OFt. Type oFLiner= PSRM B- 3AFt. FROM STA.54+00 -YEBOI- RT TO STA.54+50 -VEBOI- RT v� � b �� -� :... .�'. . . _.. _ PROIECT REFERENCE NO. SHEET NO. R-5516 11 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER 1P1E81E1LdA9[dN' ]E8�" �IL.�N� DO NOT U9E F CONBTRUCTION �° -AEGOM�� .o , BUFFER DRAWING SHEET OF 15 — -- ��n — — � Ti • i - _. � � MEDIAN V-DITCH �-� - � � � . . . . � � $EE DETAIL 43 5 4 __'�"'`�s-�.r�.-v-r`"r`�-'' _ .. � I' 1 f ,.� 1 25A?T DETAIL 19 TRAPEZOIOAL GRASSED SWALE wrROCK CHECK DAM ( Nof �o Scolc� F�ow --__ � 6' PROFILE 6" OF FREfBOARD 10-VR STORM EVENT 3:lORF�RE0. 1.0' 2 TYPICAL SECTION NOTES: 1) DO NOT USE INSIDE CLEAR REGOVERY AREA. 2� NOT PRACTICAL TO USE ON SLOPES � 5°/0. 3 FOR PERMANENT STRUCTURES IN GRASS SWALE. 4) LHECN DAMS SHOUID Bf $PACED SIICH THAT THE BASE OF THE UPSTREAM CHECK IS AT TME SPME ELEVATION AS THE TOP OF THE DOWNSTREAM CHECN. FROM STA. -YVJBO7- 32+94 LT TO STA. -YVJBOI- 33:00 LT 50' 0' 50' 100' Z O > � I m O O 0 Or � + I � W p N = pp 0 N W O � O J w � Z+� J � W = w VQN � � N � � .. . .�� /i � DETAIL 36 � ; �� RIP RAP AT EMBANKMENT L / iHo��o s�oiei / / 10'm � � .-l� -f�r' � ' �,+ �� LO'min. / �i �� � II( f" `�� Troa orr�a.= as rons,u ier�xe �eo,e.,�e— �8 � FROM STA. 33+45 -YWBOI- LT TO STA. 33+50 -YW801- LT ,.�.���� <\ FROM STA.34+05 -YWBOI- LT TO STA.34+40 -YWBOi- LT / / 7 / /�/�n / . DETAIL 46 SPECIAL LATERAL BASE DITCH �Notfa Scolc� Na�ural Ground J�� 7� �e< d p F�o B, Mn.D= 2.0 Ft. Max.d= 1 Ft. Type of Liner= Closs B Rip-Rap B 2 F. ��; � , � � ��'� ' �'.J,-�OF LIFE MINISTRIES / � O "- // M �/�.; ,: ......�. f� � /, , . _ i _ ,:� —�! � � �/� ` ^ V ' � ' U' � /i ///�� � � / � �� �� � �� \��, � _' � J _ ��==r . � — E � t c O 1 , - -- / � � r � ; � �� � � �- � �— y \ N . - -- � _c- � c ti � y, z' *ci� / � �� / G� � j �/ � C C- Y�j _ � /. - - �� _� :, �r " � Mi.�� � "�, � � _ _ — \ �Wj �• Fe ✓ � ` b . ... _ _ — _ _ _ . ::�, :. .. � � . ---vuioni_ . �. N 84° 26' 47 —t -- ,� � - _ — — — c . � [ E E E -YE80/- - ��Te zci -- _ _ t - _ _ t E 3 -YN/BO1- LT � � M % ;,, � _ - , � ,: ,%a� , � �- � � � � �'� � SITE 5 � 1� �\ � M NOTE: CONTRACTOR SHALL FABRICATE AND INSTALL ANTI-PERSONNEL GATE$ �\\ ON NEW HEADWALLS. GATES SHALL BE SIMILAR IN MATERIAL AND � CONSTRUCTION TO EXISTING GATE$ ON A2" AND AB" RCP. � DETAIL 17 $PECIAL LATERAL BASE DITCH ( Nof ro s<olc) Nolurnl Ground 3�� A'� �yc d p F\o B Min. D- 1.OFf. Mox. d= 1.OF. Type of Liner= Class I Rip-Rap B- 3.OF1. 1 STA.33+00 -YWBOI- LT TO STA.33+45 -V\ �' DETAIL 43 MEDIAN V DITCH I �o� �o s�oiel J, < fpeo ��° / �! F\o� e� M Min. D- 1 Ft. IW �� � FROM STA. 59+50 -YEB01- M TO STA. 60+21 -YEBOI- M Z �� , -�� - -_ __--�-� -a--=. - _ , � - S�T�...� � �E °� � � — R � c A � c _ . �/ . . � � . . � — _ _ — � . _ C. . . �- _—_ - - - — _ — _� t' �— ' r — — —� — - � - �'-: 3 .� u � �� - � : 2G1 � I � )VE .... .. �� m Type D � _. _ ...: ... f.:,.. REMOVE REMOVE -� — � � GR,40E TO �DRAIN , � „1 = — _--i . . .. . _ � `�� / �— _ � s- -=_. � � - C � c � c w _ — � — —� � — — — c �E c E� E E E -i � m F� IMPACTS ZONE 1 IMPACTS ZONE 2 DETAIL 21 SPECIAL LATERAL BASE SWALE (Notlo Scale� �,al o< cround 3.� p p'� E\o�ta� I B I Min. D= 1.5Fi. . .. . .. � . B- 2.OFt. FROM STA. 54 i 86 -YEBOI- RT TO STA. 60 I 00 -YEBO7- RT DETAIL 18 DETAIL 20 SPECIAL LATERAL BASE SWALE �Noiio s�am� SPECIAL LATERAL BASE SWALE � No� ro Scalc� No��rai � o� G.ound 3;� p F\onac Graund 3:J — A� hei I Fo I B I Min. D- 1.Sft. B- 2.OFt. I B Min. D= 2.OF. B= 3.OF. FROM STA.34-00 -YWBOI- LT TO STA.38+50 -YV✓BOl- �T FROM STA.49'-50 -YEBOI- RT TO STA.54+00 -YEBOI- RT LT BU FFER IMPACTS PERMIT DETAIL 34 SPKIAL LATERAL BASE SWALE � No� �o Scale� G�ound J:! � 3.� F\ hg< � B I Min. D=1.SFf. B= 3.OFf. FROM STA.18+66 -YVJBO7- LT TO STA.33+00 -YWBOI- LT DETAIL 45 SPECIAI LATERAL BASE DITCH � Nof �o Scolef G��rol ound �7,.� — a� �¢c d p F�o 8 Min. D= 2.OFf. Mox. d- 7.OFt. oFLiner= PSRM B- 3AFt. FROM STA.54+00 -YEBOI- RT TO STA.54+50 -VEBOI- RT PROIECT REFERENCE NO. SHEET NO. R-5516 11 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER 1P1E81E1LdA9[dN' ]E8�" �IL.�N� DO NOT U9E F CONBTRUCTION :d in the o�� AEGOM'°, °, ,_ , _ �;'; ,' BUFFER DRAWING SHEET OF 15 v� - - ,� � ._ .. . --. X--- .. - _ _ —_ �F E — - — c, --- __�` — - \ --� ' t'� . __. . . . - � - ♦-- ' — --- - _ 15" - ��_ _ � _� . . _ . __. MEDIAN.-V-DITCH �-- - � � . . . - ����. �SEE- DETAIL 43 - � . - � , . �.�'�`,r x x x � x �. _. _ — �� ��`�-,. �_ / . �-`�;.�, r• � . X�` I1 � _Y ,1 25A?T DETAIL 19 TRAPEZOIOAL GRASSED SWALE wrROCK CHECK DAM ( Nof �o Scolc� F�ow --__ � 6' PROFILE 6" OF FREfBOARD 10-VR STORM EVENT 3:lORF�RE0. 1.0' 2 TYPICAL SECTION NOTES: 1) DO NOT USE INSIDE CLEAR REGOVERY AREA. 2� NOT PRACTICAL TO USE ON SLOPES � 5°/0. 3 FOR PERMANENT STRUCTURES IN GRASS SWALE. 4) LHECN DAMS SHOUID Bf $PACED SIICH THAT THE BASE OF THE UPSTREAM CHECK IS AT TME SPME ELEVATION AS THE TOP OF THE DOWNSTREAM CHECN. FROM STA. -YVJBO7- 32+94 LT TO STA. -YVJBOI- 33:00 LT 50' 0' 50' 100' N Z O � a � a 4 � < L w � o �' Q 0 � � + r � � W N W _ QN � Z O` � i � W Z u, J N _ V H 2 DETAIL 29 SPECIAL CUT DITCH � No� �o scale� Nunrol 3� �� G,o��d 3:/ � D �o e� d Min. D-1.0 Ft. Type of Liner= CL I Rip-Rap Max. d-1.0 F. FROM GTA �1+5(1 _Vf19d_ IT Tfl CTA �i�llfl _V(19A_ IT DETAIL 28 LP.TERAL 'V' DITCH �rvo�ro s�aie� b NaNrol Grouna .l D 3� i^h�. d LATERAL BASE DITCH ,No��o S�o'�.�7 / I� ACTS PERMIT � I �I ' G�a��d z:l � 1 H � � d p ry_- ,. / ,_. B NAD 83 � Min. D- 1 Ft. �—I � Mox. d- 1 FI. � 'WFen B is - 6.0' 8- 2 ff. Type of Liner= CL B Rip-Rop b= 5 Ft. x FROM STA. 19+50 -Y09A- LT TO STA.20+82 -Y09A- LT / DETAIL 5 SPECIAL CUT DITCH /�� ���I�'�c_ ' �\'�� �No��o smio� / M1'p 2F� K1.3� 2 d� � � // �r �nd 3- pw�` . Mn D 1.0 Ft. '� D '� / Max.d-tA Ft. Min.O- 1 Ft. '. �'� �\� .. - �pe of Liner- CL I RiP-R°P 6=5.0 ft. .. . ....� \7 ' � _. . . \I� STA. 20+85 -Y09A- LT TO STA 21+50 -Y09A- LT FROM STA. 27+77 -Y09A- LT TO STA. 28+22 -Y09A- LT � - � � i / � DETAIL �� � FALSE SUMP _ ( Not to Scole) � -� Oufsde Ditch Troff c Flow �� za � I z' I GI 5 - efc. S-Ditch Slope � -Y09A- STA.12+03 LT -Y09A- STA.19-.-55 LT PROIECT REFERENCE NO. SHEET NO. R-5516 14 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER 1P1E81E1LdA9[dN' ]E8�" �IL.�N� DO NOT U9E F CONBTRUCTION :d in the o�� AEGOM'°, °, ,_ , _ �;'; ,' BUFFER DRAWING SHEET OF 15 �SPEGIAL NT V DITCH� SEE DETNL = � DETAIL 25 / a B ` 1 i IATERAL BASE �ITCH ' � - - � � , / � - �Nor�o smle� b / IY @F-HA "'(O � � �I� � /, �� ' ' i . ��� �ll Gio��d 3.1 p � I t'h�. � � .� ' � � d \� r> ,,�I �I � PaAP�, I ^� � a M„_o-is F�_ A O � Max.d-1_SFL �� �I �I T __ _ , /� ��' E-�' �E � .�I 8 1.0 Ff. � - - - � . . b-s.o F�. b � �' �' � � � � �-� ��� �r � i .� ,i�, � �._ _ _ -,-� � � � s,M � � � ��� � � �.�� � . TYPe of L'iner= PSRM �' 31 ' il �' T . � �I �' ';� �'' =1 ->I ' / � �� �' '�_ 'Y . W 1 $TA. 79+00 -Y09A- RT TO STA. 20+25 -Y09A- RT � \ � � '� 'y � '� �' � � � � — — � w � �' �� � �I � ;. � � ' � y �� �� � � � � � � ;� � �' � �+ � � �� �; � � � � � � � � / \ �I �i �I �I �' � � ��., �' -�' �' �I �/ : � � � �I �' �' � �G �I �/ � /� A �' d' �' �'�� _ -'� ��/'/�' � __ - � � m ;I ". �' I -. � / � �I �' -:F �' �I �' �' 31 _ \ � .. \ � jl -N �I �I 3I il �I P�SE '� \ � ' \ �I �I �' �' �I �' � �I �' - . �!� j : 31 �I �1 �' � � � -.'- ' X 7' RCBC �� j � / ^ \ �I �I � �' 31_�L =v � � >�� .. �_ '� -3�' � \ ' y _� ` .... ,. � � / / �� SAND INC. 0� HAVELOCK � � � '� '�' �' :4 �' � � � �, _ q0 TONS CL I RIPRAP �� �` � \�'� � �' �' -31 -,� � �, � � � j � 77 SY GEOTEXTILE SC� Z ZS. �. . h��. y � �' �V �' �' 31 -N �i il �I .,� �, � � .' _ , . . � �/ � � � � � '� '� �' '�' �N � ') - WiCLAI R PURAP ITCH � � 2 TONS CL 'B' RIPRAP .. '� . £''� �' y .;{ �, � I SEE DETAIL 28 7 SY GEOTEXTILE � � � � � - - _ � � � .. '_ � � _ � - . .�.i i _ � � -� �' � � � � � " � _— —/'/ — F — F — F F — F ' \� � a' 'i' y+t�' .. . / ` _ f � \ jl �31 �' 31 jl �' �' �, �' �I -.l' I . ,_ L / Y� 'J �±�I � "_� T \y �I I . ' �4 �� S � ��- � `�/� � � � � � I �I . . � � . � �' �l' �I �{ �, �, � � SPECIAL CUT DITCH / �P �/ �} ` �� V POND \:. � \ I I W/CL I RIP RAP �� � '_�_ ' L4TERAL 2 FT. BASE DITCH ��' -N �I ;y � � � SEE DETAIL 29 / / / � _� � � � _ W/CL.'B' RIP-RAP , "� ��- ",,,.-,- � �' f �' � � l m . � � � - SEE DETAIL 27 � � � _ i-� �, � � �, � � . � � � »��, ..� \il . _ / /� �� � 2 TONS CL 'B' RIPRAP \� � N PD�� � � . E� PDE c / 7 SY GEOTEXTILE � � _. PS2E � ^ �� n � c P E� E` � ia� PDE c .. . .� � '. _ ;_, _ �� � \" / F F F F / � __ — F — � J i _; ; � _ _ r � — r ; -- _ — R � — � — � — � — � — � — � — C � c SPECIAL LATERAL 2 � �. . . � .. BASE $WALE SEE DEfAIL 47 47 �Ntms�A5E5WALE _�;_• _.._._ .�',_��- . SPECIAL IATElt4l B - , . _ . - _ . �e)_ . ... - _ _ - . . . . . . . . NaN�ol _ p� o�e1 . cround 3.� p � �-. „�-: ._ �-_.�- Po__ _ ._. .- _ � _. I. s I mi�. o= z.o F�. B-- 2.0 Ft. FROM STA.10r62 -Y09A- RT. TO STA. 19 i-00 -Y09A- RT. � �� 2'LATERAL W/PSRM SEE DETAII m / zcl � , u- c � - _ - - 2' LATERAL BASC DITCH W/CL. 'B' RIP-RAP C SEE DEfAIL 26 t r, � I�IJCN, L�. . E�E DETAIL 31 E � - � SPEC�AL LATERAL 'V' DITCH ` S I T E 6 ,��„� =`�'e, DETAIL 26 No��,o� a`°� LATERAL BASE DITCH Gro��d �:) p P° e� �'.: I �o� m s<oi<I e .. b Min. D= 1.0 Ff. Graund 3�) p 3�� I ��,��, Type of Linar= Class-I Rip-Rop Max. d= 1.0 Ft. � d e FROM STA.27+73 -Y09A- RT TO STA.28'-40 -V09A- RT Min. D=1.0 Ft. Max.d-10 FI. •WFen B s< 6.0' B� 2.0 H. _ Type of L ner-. �'LL '8' Rip-Rop b� 5.0 Ft. . �� FROM STA 20+25 -Y09A- RT TO STA. 23+50 -Y09A- RT REMOVF - � �,=.i��. e�'.. � � ' � 9,EE DETAIL 3�� �. I Z Z8 � �� � �. �Q� �'���. / � y � / � %� � � � �,rvs ^ .�! y , ����� � �� � �� N =r �.9� _ y � ���,f�������� • '�"�"�� � MITIGABLE IMPACTS ZONE 2 50' 0' 50' 100' N Z O � a a 9 'c < L w � o �' O 0 � � r � � W N W 2 QN � Z O` � i � W ZW J N _ V 2 DETAIL 29 SPECIAL CUT DITCH � No� �o scale� Nunrol 3� �� G,o��d 3:/ � D �o e� d Min. D-1.0 Ft. Type of Liner= CL I Rip-Rap Max. d-1.0 F. FROM STA.21+50 -Y09A- LT TO STA.23�00 -Y09A- LT �\ DETAIL 28 \ LP.TERAL 'V' DITCH �rvo�ro s�aie� � LATERAL BASE DITCH ,No��o S�o'�.�7 / I� ACTS PERMIT � I �I ' G�a��d z:l � 1 H � � d p ry_- ,. / ,_. B NAD 83 � Min. D- 1 Ft. �—I � Mox. d- 1 FI. � 'WFen B is - 6.0' 8- 2 ff. Type of Liner= CL B Rip-Rop b= 5 Ft. x FROM STA. 19+50 -Y09A- LT TO STA.20+82 -Y09A- LT / DETAIL 5 � 6 SPECIAL CUT DITCH �\'�� Naw,oi �N ��o s<oio� hb, zF -_ Grouna :) p 3.� i^k�. "G.362. d � \ d� �`¢t � Na�ura /' Mn D 1.0 Ft. �round 3;� p F\� � = ' •� _ \i _ �l� ` . ( r Max.d-tA Ft. ..... Min.O- 1 Ft. ��' �� ' � Type of Line - CL I Rip-Rap 6=5A R. \ -I-� .� �7\I FROIj1 STA. 20+85 -Y09A- LT TO STA 21+50 -Y09A- LT FROM STA. 27+77 -Y09A- LT TO STA. 28+22 -Y09A- LT � - � i / � DETAIL �� � FALSE SU�MP _ ( Not to 5 le) � -� Oufsde Ditch Troff c Flow �� 2�' ' I z' I GI 5 - efc. S-Ditch Slope � -Y09A- STA.12+03 LT -Y09A- STA.19-.-55 LT � PROIECT REFERENCE NO. SHEET NO. R-5516 14 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER 1P1E81E1LdA9[dN' ]E8�" �IL.�N� DO NOT U9E F CONBTRUCTION :d in the o�� AEGOM'°, °, ,_ , _ �;'; ,' BUFFER DRAWING SHEET OF 15 t � . �SPECIAL CUT V DITCH7 � .. SEE UET/�Il � DETAIL 25 / Z ze � IATERAL BASE �ITCH '� - - � � �� �Nor�o 5�n1e1 6 / ,. �D. q ... �I � �, �� � I�'e eio�,a 3.� p � I rh�. � �� , Y el 4� d � v�' � >� ,�� � V`'� Y��e � 1 vR'AP�', I '�,I. � Mn.D=1.5 Ft. � � Max. d-1_5 Ft_ � � �I � {�'� ��� � / � . 8 2.0 Ff. \ � T -- M- -- /- V�\ � I / � � e-s.o F�. b � �' � � � � � � i .� ,r� i' _ _ -n—� � � � � � � .� � � � � � ,�/� �- , f � 31 �f`� �i T _ �I �I� � / � y ' Type of L'iner= PSRM � '{ � �' ;I � � H � �' . ,r i _ / b 1 $TA.79+00 -Y09A- RT TO STA. 20+25 -Y09A- RT� \ � � ��� � � '� 'y � '� �' � � � � � � � -- f� .\� . � � I / � � �� � / � � �� '� � � � � � � " � � =� � � � � � �'� '� " a'/ / � � �r ;� �'� � � � � � ���., _ � � � � ��y��_i � � � � �^ \ � �' �I �I �i �' _� �I _ �' � ''i��a �54 ��� � �, � �./ � � ������� � � m � i � / ) \ � � � � \ � �_ � � \ �\ �' �I �' �' �I i-,��,,// �' � � PQSE � "; � � �I �' �' �I � � �I �' � �y % : J_-� � �7 .. _ ' X 7'�R C � � � �+ �� � �_� �, � � _ >�/ � � �' � � +� � L ( � ����� SAND WC.OF HAVELOCK '� �' �' � � � �, � � � i _ —F — F F F — F — F�/ F — F �' - 40 TONS CL I RIPRAP '�� , . - \ '� � �' �' -31 -,� � �, � � � �. � 77 SY GEOTEXTILE — . SC� Z Z9� .. . � � � ... s T - � y y T / / �' � �' �' '�I -H -��I �I � � � I � , ._... - � �� � I� �' �y � .�, �, � � � � �) S�LIAR�T DITCN_ - _ 2_TONS CL'B'RIPRAP . � ` /� � � � yy / �/ / t ,-. / �� 7-SY GEOTEXTRE ��'� i j/ / �� �' y .� L 5€E D IAL 28 — . �L � � � � � � � � � - _ i � _ � � � �r= '-- -_� i �+ � � � ,ry � � � � � _ � , � � � � / ' - p . , w �_ � �l / \ y V�� - � � -�' �' � � �{;� � �r� � � _ o � ,� � �� � � � � � N'I� 1� � �� .. `��� � . � �iA � � � If, - - Q `�' �I �{ �, �,I II y SPECIAL CUT DITCH L O� �/ � �. � \ � W/CL. I RIP-RAP TERAL 2 FT��ASE DITCH ��' -�I 'i � '', �{ � x i ' I SEE DETAIL 29 // / � � CL. B RIP-RAP '� E UETAIL 27 � � � �� � ;� i m . - � � � / `� �\ � �, I �+ "��� v .. �E��P � � IPRAP- .. � OE �- E PDE- F / / F � � J u _; —� —� _ _ —r r — -- T\ C G C C — � — � C � / /C \ SPECIAL LATERAL 2 �. . . - - BASE $WALE , ......- �� SEE DEfAIL 47 ETA L 4� SPECIAL IATElt4l BASE SWALE - ,. � -` � - � � I N f o Scnlel_, . � - - _ - � - \ ~� N �u�ol � o� / �J �� round 3 � A �e� , --� , _ - - p P _.. . �. -' ____ \ {�. , .. ... � I B I M n. D 2 0 F�. 1 -- -� B- 2 0 F , 7 FROM STA.10r62 -Y09A- RT. TO STA. 19 i-00 -Y09A- RT. � � � Pp_E - c z�i 2' LATERAL B SE DI CH,� � c W/PSRM � � SEE DETAIL 25 � I / � :�A �� �/ � , � � �� � �� � �� � �J e I.;� / / � � h �' �/ I� / N I/ ;� C^ ( �� m � � ` ^ ��i � � / / � I T� /��f / c � � -: p E E c �� . �� � � _. TB 2GI nPe o ,/ i — /i _ ���� � �E�E- �-SITE 6 DETAIL 26 -. LATERAL BASE DITCH �.: I ��� m s<oi<I b Nat�rol Graund 3') p 3� I ��s� d - ; 8 _ '� M D=1.0 Ft. �-. M x d-1 0 FI. •WFen B s< 6.0' i B 2.0 H. TYPe� of L e-. .'LL '8' Rip-RaP b� 5.0 Ft. M STA 20+25 -Y09A- RT TO STA. 23+50 -Y09A- RT � � 2' LATERAL BASC DITCH � SE/E DEfARP26 P CHERRY�� BRANCH, L1._� -- DETAIL 31 � SPEC�AL LATERAL 'V' DITCH ___._ �Na�mscaie� NoNral b� o( Ground �:) p P° e� e Min. D= 1.0 Ff. Type of Linar= CI ss-I Rip-Rop Max. d= 1.0 Ft. FROM STA 27+23� --Y09A-�RT TO STA.28'-40 -V09A- RT REMOVE - �-_ � a-�. y . - � � PECIAL- L � � . �' ' DITCH WiCL I � EE DETAIL 3h�� . ���,f�������� • ����������� � MITIGABLE IMPACTS ZONE 2 50' 0' 50' 100' 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) CROSSWG BRIDGE IMPACT (ftZ) (ftz) (ftz) (ft2) (ft2) (ft2) (ft2) (ftZ) 1 6'x5' RCBC -L- Sta. 75+97 x 25351 15896 41247 -L- Sta. 81+50 2 Pro osed Tail Ditch -L- Sta. 103+00 x 4990.0 1804.0 6794.0 -L- Sta. 104+0 3 Proposed Roadwa -L- Sta. 120+64 x 874 874 -L- Sta. 122+23 5 2 66" RCP -YW601- Sta. 32+90 x 9538 5519 15057 -YW601- Sta. 34+50 6 54" RCP -Y09A- Sta. 20+00 x 11717 8272 19989 -Y09A- Sta. 21+50 7 10'x7' RCBC -Y09A- Sta. 26+15 x 18155 8105 26658 TOTAL: 4990.0 1804.0 6794.0 58597 39777 103825 Rev. May 2006 Rev.Jan 2009 See Sheet 9A Fo� Index of Sheets See Sheet iB Fo� Conventionol Symbols MOREHEAD CITY �— . � 1l ��J1' � ud' �` A� �1d JL '�y �11�7 � `�/ d 1111 \\ �1.i � JS !i � d 11 STATe 9TAT8 VROIBC! R8PeR6NCB ND NO �������� �II� 1������ ��� 1�T,�,�Paa.�a R-5516 � 45492.1.1 NHS-0070154 P.E. 111ES PERMIT PLA11tS 45492.2.1 NHS-0070154 �& �T��. C� V�1 �( CO U1�lTY iAugust 26, 2016) LOCATION: INTERCHANGE FROM US 70 TO SLOCUM ROAD AT CHERRY POI11iT MILITARY BASE TYPE OF WORK GRADI11tG, PAVI11iG, DRAINAGE, CULVERT, STRUCTURE, AND SIGIVALS y��F� °���� BEGIN TIP PROJECT R-5516 ry�%,,TS —L— STA 60 + 00.00 END BRIDGE -YEBOI- STA 33 + 65.84 ± BEGIN BRIDGE � _---�� -YEBOI- STA 29 + 00.84 ± o ��� PORTIONS OF THIS PROJECT ARE WITHIN THE MUNICIPAL BOUNDARY OF THE CITY OF HAVELOCK. THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. METHOD "III" CLEARING SHALL BE USED ON THIS PROJECT PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION END TIP PROJECT R-5516 —L— STA. 121 + 72.22 I I I "'���tRN RR / � _ o YEBpI� 8 _ _ � — — I � � �'��� I ( �- � ��� 1V _ � �� , _ � _ -� ,,,_ � i� � �\ G \ � � � �� �� �� � � �' �—_ �� �Z � �J��. � � �. m � yo `'�� �� �, � � � � �� � r q�,�,�� � � � � cl ^ p END CONSTRUCTION RJ mo O� Y09A- STA. 28 + 46.51 � � O �� � � � ^ � _� H'4yELOCK �� �\ BYGA CAN$ R ��� �� c�ry uM�rs ��'��,� ��� � ��o %r� � i �,, �. �, \ O /� i y,�� �� �� � O�� O� u� END CONSTRUCTION �� G�G1.� � �� O/�� END C�TRUCTI -Y02- STA. 12 + 25.45 � S� � ��� 'Lf -YlOA- STA: 40 + 7 � � l % � � �� -Yt6Ul- SIA.6Ut25b.UU -YWBOI- STA. 39+24.00 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 50 25 0 50 l00 ADT 2017 = 32,900 LENGTH ROADWAY TIP PROJECT R-5516 = 1.169 MILES ADT 2040 = 38,100 PLANS K= 10 % LENGTH STRUCTURE TIP PROJECT R-5516 = 0.000 MILES D= 70 % TOTAL LENGTH TIP PROJECT R-5516 = 1.169 MILES 50 25 0 50 100 T= 12 %* V = 60 MPH PROFILE (HORIZONTAL) * TTST 2% DUAL 10% 70 5 0 70 2o FUNC CLASS = PRINCIPAL ARTERIAL PROFlLE IVERTICAu STATEWIDE TIER Prepared in the Office of: ��OM NC FIRM LICENSE NO: F-0342 701 CorpOrate Center Drive. Suite 475 Raleigh, NC 27607 (9191 854-6200 - (919) 854-6259(FAX> 2012 STANDARG SPECIF]CATIONS LEN HILL, PE PROJEC7 ENGINEER RIGHT OF WAY DATE: June 30. 2015 TOM HILDEBRAND, PE PROJECT DESlGN ENGINEER LETTING DATE: GARY LOVERING, PE June ZO� ZO�7 PROfECT ENG7NEER NCDOT ROADWAY DESlGN + HYDRAULICS ENGINEER �.E. 'JRE: ROADWAY DESIGN ENGINEER P.E. HF�, B �RF H �7} . PROJECT REFERENCE NO. SHEET NO. R-5516 NES - 2 ILW SHEET NO. ROADWAY DESIGN HVDRAULICS � � { ENGINEER ENGINEER � � F'RELIMINARY PLANS � � IM NaT I�SF, F'OR t'ONSTRUCTION 111ES PERMIT PLAIVS � ��"��-�������� � � � �I�INV=23.16' �j (August 26, 2016) _� NORFO K SOUTNERN RR fePa NOH�OLK SOUTHERN RA�LWAY OHice ol:�� e A-M� 7q x�c iinu iiCExSE xprive�s�uire a15 19i !y=`v Cor mar Cea,n 9i92B60) I�INV=21,95' - '- — �9i9iB5a-6�[�00 - � Sa-62596nx� � IB" RCP . /. .. .. .. .. .. �U�...�. .. .. .. .. .. .. .. / / I !�' } -�f, � i � �� �I ��_ �' � �� �; � � � �+o�!as �,s�-�' � ioi ir Rr � �� � -YWBOI� � r �lI�b3A3- - S�c�NVERT E�T �' � ; 51.� � R�" � �t^'f4 BEG. 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PUMP STATION W/EST. 35 TONS CL.'B' RIP-RAP AND EST. 340 SY GEOTEXTILE (,'HE�Y BRANCH� �TD SEE DETAIL 26 EST. 1950 CY DDE OB M�B PG 66 _•-�: I I �� ��� �`� . ��~� `y� 9 111ES PERMIT PLA11tS (August 26, 2016) �/ � u � , I . � W �° RI� � � .I� , " -� • f _, � i �` .�. # � � 1 � � �►r . - �' ' �,ir � � � � � � ' "�774 4�4'Q - - �;- t. ti �. lT�L 3+'.� �eQ �r s ��'+�) � ;��� . � �o�w M►+ R�f: 28.�! . -; `. �" '3r �LD4: 3''�'l .�1 OEPTH'; i4.b �t .c ' �it �- � D�'TH ; 2� 1 �/'�/ � � �` �h � -fi � � �M � ST�I �+7� � "��FFC1/ ''� - �1 / �pA��'42UC^fi+L�lQ � �; Y� (�' R"�(.'a.A+l:T _Y SE�4"i�`i '' R1M: �3+i �A��tr r� +r .� � .�. � �,. � � D�T1i: '�Ik� � ` ,� � � - 3+@El� � _ � -- �,#+� - � � _ �-�+��._ . _�= _ _ _ -.� �. _ ���_�_ . 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R-5516 NES - 9 � FRELIMINARY PLANS DO NOT USE FOR CONSTR[1CTION 11tES PERMIT PLA11lS (August 26, 2016) 3�l 10 0 ��o 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) � -Y9A-26+52 TO Sewer line by open 26+g � cut 0.01 � -Y9A-26+53 TO Sewer line by open 26+76 cut 0.01 TOTALS*: 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *Rounded totals are sum of actual impacts Note : ATN Revised 3/31/05 2 s ti � 3 0 a � e 3 �� m g �� N � a3 �� � £ � � See Sheet lA For Index of Sheets See Sheet iB For Conventional Symbols MOREHEAD CITY ` \ 0 �� S � s �� a �- ti o` \o ����� �� ����� `�/���11�J��� I�����1I��� C�l� �[I JI�1I��� �i`�� CRA T�E1� CO U1�TY •T6 fff�T6 PROI8C1' R6Y8R6NC6 NQ ��� R-5516 Te PROI.N¢ .w.PRO1.NU 45492.1.1 NHS-007015 45492.2.1 NHS-0070f15 � Y66CRIP1'ION LOCATION: 711tTERCHA11tGE FROM US 70 TO SLOCUM ROAD AT CHERRY POINT MILITARY BASE DOCUMENT NOT CONSI�EREU FINAL UNLE55 ALL SIGNATURES COMPLETED TYPE OF WORK GRADIIIIG, PAVI11lG, DRAIIVAGE, CULVERT, STRUCTURE, AND SIGNALS y��F�O�� BEGIN TIP PROJECT R-5516 BUFFER IMPACTS PERMIT PLA11tS c�ry�� February 28, 2017 Sheet 1 of 3 �y,Ts —L— STA 60 + 00.00 END BRIDGE END TIP PROJECT R-5516 -YEBOI- STA 33 + 65.84 -L- STA. 121 + 72.22 BEGIN BRIDGE �=_-� � -YEBOI- STA 29 + 00.84 --_— �I, o .�. ..�..... ......�_..,,..r,..., THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. �� I / � \ ' � �� END CONSTRUCTION �-Y09A- STA.28+46.51 -Y02- STA. 12 + 25.45 � \ END CONSTRUCTION -YEBO7- STA. 60+85.00 -YWBOI- STA. 39+24.00 �� �;��� � � L��1 -YlOA- STA.11+ ____ " 8 HICKMAN H L LOOP RD — � (US � � ;; �� NF�, B F � RN \`\ � � � � � � �� ti BEGIN C NSTRUCTIO� / � -Y11A- A.18+00.00 �y / � ��F.pO �v� j� ��O/`/0 END CON TRUCTION '1.J, -YlOA- STA. 40+75.00 �I l� ICTION + 53.91 SUBMITTAL: PLFI PLANS DATE: NOVEMBER 10, 2016 GRAPHIC SCALES DESIGN DATfl PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER aCOM NC FIRM LICENSE No: F-0342 ADT 2017 = 32,900 � 70� Corporate Center Drive. Suite 4�5 Raleigh, NC 27607 ���p 50 25 0 50 l00 LENGTH ROADWAY TIP PROJECT R-5516 - 1.169 MILES (9i9) 854-6200 -(9i91 854-6259fFAX) � mo � I�r�{-� ADT 2040 = 38,100 ,�� ° c,� �_ K= 10 % zolz srANnaa� srscrFrcArroNs a PLANS LENGTH STRUCTURE TIP PROJECT R-5516 = 0.000 MILES LEN HILL, PE � �% D= 70 % TOTAL LENGTH TIP PROJECT R-5516 = 1.169 MILES rxofEcz sNc,xEsx pE o s 50 25 0 50 l00 T= 12 %* RIGHT OF WAY DATE: srcNnrune: s 8 V= 60 MPH June 30. 2015 ERIC SPALDING, EI ROADWAY DESIGN 9�, a PROFILE (HORIZONTAL) *�ST 2% DUAL 10% rxo�Ecr nasrcx axc,xssx ENGINEER ���� ���,6� FUNC CLASS = LETTING DATE: �� p���� l0 5 0 l0 2o GARY LOVERING, PE PRINCIPAL ARTERIAL June 20, 2017 rRo�ecr sxc�xeex PROFILE (VERTICAL) STATEWIDE TIER NCDOT ROADWAY DES7GN P.E. S7GNAT[IRE: e i z 0 w � 3 $� m g �� N � a3 � z w .. � x o b' BUFFER IMPACTS PERMIT PLA11tS February 28, 2017 Sheet 2 of 3 PROJECT REFERENCE NO. SHEET NO. R-5516 NES - ' ILW SHEET NO. ROADWAY DESIGN HVDRAULICS ENGINEER ENGINEER F'RELIMINARY PLANS 0o n�aT ose Fo2 c-oNSTeocrioN pa�� � , 3 0 3?z W Q 2 Q 1 � "Zg9 p; \ � Z \ i'�1 — repa � CoxC iiNpu� tiCExSE xo�f�Ola2 \ S02°39'16'E Z\9g9� \ ZQ oKcaol:in B�M�'fq'�1a5�-6i�o�'9i9�sisz596nx� \ `V 9 56.QA' Z 0 )Q 92 �5 ��� J f' � ALLOWABLE��IMPACT ZONi 1 � \ �SQUARE FT) = 215.3685 �� ( \ - ALLOWABLE IMPACT ZONE 2 ��_ \ �\P (SQUARE FT) = 728.4242 N N � � \ DENOTES ALLOWABLE -- '�90 � Df 5�' a \ / / / � IMPACT ZONE 1 P9 92 c>�' \� =c, \ ��� Sf' / \s // \\� � � ` DENOTES ALLOWABLE \ 6M7 \ �� � 4� IMPACT ZONE 2 1 � � �`�` �� I �� / O. ��' l5"HOPP %=� � o � PC x SLOE �3-C / �� ¢ + , ��� - - I- �: " �� �"'oo ��' � t cur v-oii END �ICONSTR CT T s �,h��� +90.00 ��� e��'or�r�l 5 _ -Y09h ss°����-��_ �9• 154' LT z � - — - —`i- �� / � � � �� �� �� - _ _ - -_ � - Z �� 3�/ 8� � � 90,�. � +63.06 "�,� ie° ' �-€3E �y STR�M1BANK STABILIZATION T� �--}���{ �QL � V% � i �� ° -- e. sz roNs cuss i RiPRnP 60' LT � '. �P� ' N \ /65 SY GEOTEXTILE �k � � R p� 'j7� � �y � � T �" � EST.11 CY DDE ON STREAM �'�-�� � �� � �B . } � � V��� 5L� �G� BANKS ONIY ��!^N � 2 T S � � %r � .� �, � ' z � � �e �ii�e ��, HTa � � i �� � � T - - '3�- - +63. �. � ? � PECI L v � � � � � � � � N'6rer^�s� w o� _ _ - - -"-�i � � � s�'s�3i. � � ��;r � � ,,,ar � �3�A� � p� r I �� oir6�re � �' -� ',� � � � � .�n9.eo� � -� � � �r � v � � � � 139' LT � �' �- � � a� e�i o�r�ts �� � � � � � z o�� � s io°io�zo�� E � � � � � '-, � �+ . � � , `21 � � � �I� �N 83.11' �' �' �I jl �I ' /�. '� r t-i � ZB . `�� �� �� � '� �' -N � w `� 35 --4$"99 I"�� � � _ m 2 TO B' d RAP �" � a3°e� ��i"a3 � � -� � -� � � ny � �. � � � � � � � � � �' �°� w 02.�8 � � -� _ � � � � e:s°3 e:si � � � ' `,` iia �s.e� �m'iti� ��� - C.�i� m'ii,. � � � � � � � � � � �- � �� �•° ° � �z _� ',,`�o�� � to• � 2..3 ��' � � �' _ � �� �0 RT��+2 .00 � s �� oio i.sz ��s oie 3.es �rs �8 � � � � _'� � � � � �--" � � � _ � � � � � � � a�s . ' � ,�' � _ �, RT � � � 5\M � m �'f � � � � ��j � �� � � �r ,y� � "'�=� �� � -- �x��� c �-s i'�3 � � � � � ee �_���_. y - � � �F � ��, �v SAND iNC. OF HAVELOCK � '� �' �+ �+ -� � � ;� .� �°e`��-,, � ao roNs a i aiPanP � �� � � .. ��- ��0'"� v �s � w - � � `� 3 �a�' ��� � � � � Q� �i 575 � � �I �' � �' -Y, � � F 77 SY GEOTEXTILE � 2 Z ,� I'� �' � . � ( 1 2 . PC 'B' SLOE �A < � '' �' �' �' � ' r �� ' � � �i � � � � � � I -�."r"�' , - � � � .,a w � � � � m �° � � � ��,s`�`'' � c� 4 � � '� ti � � j5 \ r � �/ � � � � � � � � r�ecini cuT oiTCH* ��,r`"" r �"i +25.0� 3 � � - ,i � +9 . � � � � � � ((`` wresr.is roNs a ir-a� ��� ' c�5' LT � �'b0� � � �' �I � � � � � �I^ �'.j AND EST. 150 SY TEXTILE 2 TONS CL 'B' RIPRAP� �� 4 � �' � `� C SEE Q�y"AIL 28 0 7 SY GEOTEXTILE � z � � �T� � � � � � � � � � �� � � esr. aao�BmOD y� rh � CXERRY BRA1iCN. LTD `" � �� ;� �0� RT� ��� � ' " 115' LT �"s �3 OB w�B PC 66,rn�" �' �T � � N � � _ �r� _ . � � -� � � � � � l/� � -� � � I� � w�-�w � ` „ � Z . �� . O - ;�� -� . � � � �'� �' � � � -� � � ° � � �.J` . 2 r,.-� �, � �f"'r" - "r'-4 .� ,A � � � \ � � 'T' �' �,' � � � � SPECIAL NT DITCH \ U � } �i�� + V\ O ��t^�i�.�-�� 7 � PONO �\ � \ � I� ��,'��j �W/EST. 5 TONS CL. I RIP-RAP 0 `� LATERAL 2 FT BASE DITCH �'� �' -� �{ c,�' �, � � �N AND EST. 50 SY GEOTEXTILE � �� �J '�-% W/E5T 1 TON$ CL 'B' RIP RQ.P ,o, SEE DETAIL 29 GO� R �\ + -- "'7 ( AND ES 150 SY GEOTEXTILk �' � � I +OO.00 (�O' RT T i � � - ,���� �� see oer�z� � ��m� � -BY9 �0 �� F" � ° 4 -- � ��''"'�'� . Esr. as ooE \ � � � "° . �, � k: 60' LT � � 1 � � �-�i" +60.� � �, , � tl .�� �_ +05.0� �-as�s^tF �� bO� LT - � 2 70N5 Cl'B' RIPRP,P "�,,� y w -- _ s oz°ss�or e PROPOSED 75' LT � sv �eorexme � PDE-,� - ao ` P"O 60, T � � � ��\ Z 9�s.oe� - �1B"'stDfWALK- - -P� � c � � P E Ij � ° •� � �� PDE � '� taoa � c � - Q 10+80 -Y09R- LT 140 � C y=15.96 � / STR M IJ TABILI A I O Z F R � l_ / ES .34 NS CL45fr 1 P p //SSY TEXTILE � r F F F F r F r � � I V=19.00 1 � � �'� � � � _ _ — �_ — — _ _ _ — _ _ � � � � � � : � ST.15 G O � � --- � /.�? � PROP. 81I SS BANKS O C�1 � W 1401 I 1403 / �1� � �� Z W _ L TB 2GI ao3 xr \` � J N FS ��-'� .�iao tr< � TYPE-D � c ����' = ieoa 2GI � V � 19��00.-Y09A..RT " -1 / � 20-]5 -Y09a RT � op.� o � � ^ � � % 0 9t01 -Y09FF Ri lao6 � '� � .� � � s ; ; � ; ; i�, ��f O7 PROP. PUMP STATION -- C — C '� � — C C C p C C C _- C � 2' LATERAL BASE DRCH �� W/EST. 35 TONS CL.'B' RIP-RAP AND EST. 340 SY GEOTEXTILE (,'HE�Y BRANCH� �TD Z � ��� �� SEE DETAIL 26 81 0 �j�� E EST. 1950 CY DDE OB M�B PC 66 SPECIAL LATERAL 2' �N�iEw NKKMAN� NE�RS m�/F C BASE SWALE Qg j�5 p� ZTg 2' IATERAL B SE DI CryE,, � � E �E +05.05 SEE DETAIL 37 �,F. �� ��.A +OO.00 W�PS� /" � GO� RT O 60' RT see oerni zs � i I + 0.0 � +50.00 • 17 75' RT EST. 340 Y DD�� �+ /�� �� b' R 60' RT �' � � ti` � 75' RT „ � � s e �:3 X�p ��N p �� rt�4 rr � i,s�;;,-�; , �;�^'r`„' "Irw�..,-`"'��� � � � i� � 0 n,�='�`;'�"'r�"'-�.'r`^'r",� � � � ,' `�3 �3 �,,�,.,1��J"'1"'-``����� � i � i �3 i � � � �� �(� �;3 �^„ � �� � � �' y � h 4�.� m / %' / p__ m� � m m / � . -. . -. . : . � .: .: - � � • -• • _: '' ���������� 0 ' � . . . . . -_-�___---- _ -_-_____--- 0 ' . . . . - . . . � -_-_�___--- _ -_-_____--- _ -_-_____--- - -_-_____--- _ -_-_____--- _ -_-_____--- _ -_-_____--- - -_-_____--- _ -_-_____--- _ -_-_____--- _ -_-_____--- _ -_-_____--- _ -_-_____--- _ -_-_____--- _ -_-_____--- _ -_-_____--- _ -_-_____--- _ -_-____---- � ' -��00' 00-- See Sheet � A For I ndex of Sheets See Sheet � B For Conventl onal Symbols .� % \ � � ! � E1�D PROJECT 7� � , �e 1 ��� � � a� 1162 `. L ( �r � � 1759 � 1760 � 1761 \ BEGI1�l PROJECT � MCAS CHERRY POINT � MAIN AIR STATION Pine US DEPT OF DEFENSE �rove �� � � � s►ocum 177 1765 1823 1826 ` i��s 1746 1774 w�f VICII�ITY MAP Creek a � G°' �`: 1757 � �,, ���8 � �o 1776 MOREHEAD CITY � " I' . �� " I' I ��: (�> I �. � (�) I'� " I' I'-I � � . �� I'� C�> I . I \ . -� II)I ��I�I(�>\� (�>I" I-I I( I I-I ���.'� �� LOCATI01�: I1�TERCHAI�GE FROM US 70 TO SLOCUM ROAD AT CHERRY POI1�T MILITARY BASE TYPE OF WORK: GRADII�G, PA T�I1�G, DRAII�A GE, C UL VER T, STR UCT URE, A1�D SIG1�ALS y��F �O c �c r �-! ��''�S _ ___� _= �_ THIS IS A PARTIAL CONTROLLED—ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. -L- (US 70) BEGIN TIP PROJECT R-5516 —L— STA 60 + 00.00 END BRIDGE -YEBOI- STA 33 + 65.84 BEGI N BRI DGE -YE 601- STA 2 9+ 00. 84 0 � � i/� � ; � i/ � � � �' i j' ' •� - ., ; ; . ; .. • ; %� � ;-�� �� 'r . � rE80�, ��. -Y09A- STA. 2 8 + 46.51 -Y02- STA. 12 + 25.45 END CONSTRUCTION -YEBO1- STA. 60 + 85.00 -YWBOI- STA. 39 + 24.00 NORFOL �� SOUTHERN RR . \ ►1�q�9q, y c���Rs NHFc�q ,S �RJ� HAV E��CK C ��' �IMrTs STATS �o�o STATB PROJ. NQ 45492 .1.1 45492.2.1 STATB PR07BCP RBFBRBNCS NO. R-5 516 F.A.PROJ.NQ NHS-0070 154 NHS-0070(154 SHEET TOTAL NO. SHEETS � DBSCRIPTION P.E. R1W & UTI L. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED END TIP PROJECT R-5516 —L— STA. 121 + 72 .2 2 BEGIN CONSTRUCTIC -YlOA- STA. 11 + 85.00 8 _ HICKMAN H L , � LOOP RD -Y11A- STA. 27 + 53.91 � �' � 0 NF�, eFRN \ -�. BEGIN CONSTRUCTION -Yl l A- STA. 18 + 00.00 -Yl 0A- STA. 40 + 75.00 SUBMITTAL: PLFI PLANS DATE: NOVEMBER 10, 20�6 GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH Prepared in the Office of: HYDRAULICS E1VGI11�EER � NC FIRM LICENSE No: F-0342 ADT 2017 = 32 900 701 Corporate Center Drive, Suite 475 50 25 0 50 100 ' LENGTH ROADWAY TIP PROJECT R-5516 = 1.169 MILES Raleigh, NC 27607 ����, ADT 2040 = 38,� �0 (919) 854-6200 - (919) 854-6259(FAX) �� �� � �,�� p 2012 STANDARD SPECIFICATIONS � p PLANS K= 10 /o LENGTH STRUCTURE TIP PROJECT R-5516 = 0.000 MILES LEN HILL, PE � �$ D= 70 % PROJECT ENGINEER SIGNATURE: P.E. � � 50 25 0 50 l00 T= � 2 0�0 * TOTAL LENGTH TI P PROJ ECT R-5516 = 1.169 MI LES RIGHT OF WAY DATE: � � V= 60 MPH June 30, 2015 ERIC SPALDING, EI ROADWAY DESIG11l �� � PROFILE (HORIZONTAL) * TTST 2% DUAL 10% PROJECT DESIGN ENGINEER E111GI11lEER ��� � ����� FUNC CLASS = LETTI11tG DATE: � ���� l0 5 0 l0 20 GARY LOVERING, PE P RI N C I PAL ARTE RIAL J u n e 2 0, 2 017 PROJECT ENGINEER PROFILE (VERTICAL) STATEWIDE TIER NCDOT ROADWAY DESIGN P.E. SIGNAT URE: BO UNDARIES A1 �D PROPERTY.• State Line Co u nty Li ne --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number i23 Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -WLe- - - - Proposed Wetland Boundary wL8 Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil - '�• '�' Potential Contamination Area: Soil - � � Known Contamination Area: Water - '�' '�' Potential Contamination Area: Water - ��. ' ��. ' Contaminated Site: Known or Potential '�' '� BUILDII�GS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine � Foundation 0 Area Outline Cemetery t Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �__ _� Jurisdictional Stream �S — Buffer Zone 1 sz � Buffer Zone 2 Bz 2 r i ow Hrrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump ����� �� ����� `L�������9 �������� �� ��`lJs����� Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete GA Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION O MILEPOST 35 0 SWITCH ���� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — . W , W /\ 07 � W in� 0 '�' �iI ,-. \_/ E E TDE PDE DUE PUE TUE AUE 0 U Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp CR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal T�EGETATION.• Single Tree Single Shrub � � Hedge Woods Line -- -- -- -- -- Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: � � � � Vlneyard CONC � �ON� WW I ` Head and End Wall coNc Hw 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 U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � CB 0 5 • • O ►� n � ----P---- P P - –T– – T ----T�---- - -T�- - TC ----TFO---- --TFO--- T FO WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Li ne LOS C(S. U. E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS 6(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Va lve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line LOS 6(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information w A/G Water TV ----TV FO--- - –TV FO– TV FO 0 � ----G---- - –G– – —G— A/G Gas � O 55 A/G Sanitary Sewer ----FSS---- - –F55– – F55 • 0 � ps —?UTL— 0 UST 0 � � AATU R E.O.I. � z 0 N > W � VAR. SLOPES 10' � 6' 3:� �"'� ;,� 4:� H Z O � W z _ 18' b:l T 8' 1' W/ 12' � -YWBO1- (SLOCUM ROAD) � SEE INSET F � -YEBO1- (SLOCUM ROAD) _-- i� �� � � � � � � 12'� VAR. \ 12' � 30'-70' � � � 6, 6, � , 2' 2' 4 RADE G DE FDPS C3 �JINT FDPS FDPS P INT \ 0.025 I I 0.025 � 0.08 0 025 0.025 C10�25 0.035 *5: *5:� 0;035 fj.025 -2- � GRADE TO THIS LINE „ � \\ �/ 11 �\ T T ��� D 1 E 1 �____ E 1 D 1 TYPICAL SECTION NO. 7 SEE INSET G /���- -���\ �� �\ � -YW601- (SLOCUM ROAD) / I(C3 12' 0.025 VAR. 0'-12' 4' FDPS � 0.025 �0.025 0.08 _ , � 11" GRADE TO THIS LINE T , �� � -YEBO1- (SLOCUM ROAD) / � / � � \ _____ SEE TYPICAL 8-A _____ � ��� 6� 18' g� 12\ 12' VAR. 12� - � 1' W/ GR \ 30'-70' � �2� 8' � 11' W/ / � � � � O � � 6� 6� O ' � V I a � c� � 4' GRADE FDPS FDPS GRADE 4' Z � Z� FDPS C1 POINT I� �I POINT C3 FDPS - � C3 w 0 025 I I 0.025 = � 3� I 0 025 0.025 0.035 * 0.035 0.025 0.025 0.025 0.08 �,��,��,� 0.08 0.025 � • , - 5. � *5:1 � VAR. SLOPES � 4: � b�� -_- � - - �,��,��,� 6: � �------- � ------! � � \ �T ���- T � T 11" � � D1 / T E1 D1 I \ � I U GRADE TO I � GRADE TO E 1 � � THIS LINE I \ � THIS LINE / L--------------------I \ � � // � � � � �� / � // ��_ i ------� TYP I CAL S E CT I O N N O. 8 2� FDPS 0.08 � - 1� � -Y01- (SLOCUM ROAD TEMPORARY CROSSOVER) 12' C3 0.025 , D1 E1 12' � � GRADE POI NT 0.025 _ .. � : , FDPS 0.08 _= 11" � GRADE TO THIS LINE TYPICAL SECTION NO. 8 A USE IN CONJUNCTION w/TYPICAL SECTION NO. 8 -YWBO1- STA. 36 + 13.60 TO -YWBOI- STA. 37 + 43.28 -YEBO1- STA. 57 + 12.98 TO -YEBO1- STA. 58 + 42.66 (-Y01- STA. 11 + 32.45 TO -Y01- STA. 12 + 65.60) 11" GRADE TO THIS LINE T 3 0' 3 0' 9 USE TYPICAL SECTION NO. 7 -YWBO1- STA. 21 + 00.00 TO -YWBO1- STA. 21 + 30.00 -YEBOI- STA. 38 + 00.00 TO -YEBOI- STA. 46 + 16.28 * TRANSITION FROM 8:1, 70' MEDIAN TO 5:1, 30' MEDIAN PROJECT REFERENCE NO. SHEET NO. R-5516 2A-4 R�W SHEET NO. ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIG TURES COMPLETED ������-� ��� ���- NC FIRM LICENSE NO:F-0342 Office of: ��� 701 Corporate Center Drive. Suite 4T5 Ralefqh, NC 27607 (919) 854-6200 - (919) 854-6259(FAX) /�/ `\� �� INSET F �� / \ \ � CONCRETE � �,�' � DITCH � VAR. SLOPES \ / 3 �� y,��,��,��, � RETAI N I N G � � WALL #1 I � � � � \ - 6----- \\ � � 1 4:1 �.-------� \ � \ � � ,/ \�\ /// \�---�i USE IN CONJUNCTION wifYPICAL SECTION NO. 7 -YEBOI- STA. 38 + 00.00 TO -YEBO1- STA. 41 + 13.29 USE TYPICAL SECTION NO. 8 -YWBOI- STA. 21 + 30.00 TO -YWBOI- STA. 38 + 75.00 �,�v -YEBOI- STA. 46 + 16.28 TO -YEBOI- STA. 59 + 74.38 VAR. SLOPES * TRANSITION FROM 8:1, 70' MEDIAN TO 5:1, 30' MEDIAN C1 1 .5" S9.5B C2 1. 5" S9 . 5C C3 3" S9.5B C4 3" S9.5C C5 VAR . S9 . 5B C6 VAR . S9 . 5C D1 4 I19.o6 D2 4►► I 1 9. OC D3 VAR . I 1 9. OB D4 VAR . I 1 9. OC E1 4" B25.0B E2 4" B25.00 E3 VAR . B25 . OB E4 VAR . B25 . OC J 1 s" aBC T EARTH MATERIAL. U EXISTING PAVEMENT. �►�► W E D G I N G ///' \\\ /// \\� �' I NSET G `� ,� �� � -YWBO1- �/ �\ (SLOCUM ROAD) / � / \ / \ / � � -Y02- / � / � / 10' 6' � g� 8' 12' VAR. \ � � 2, 0'-19.64 � � �? FDPS � I �� C3 C1 I w � 0.025 I �(/,�`�/,c��l/��( 3' � Z� 0.08_ 0.025 0.025 _ � � � VAR. SLOPES 4: � 6:1 ------- ------ ������ � 6: � �-------- ------- I I T 11" � \ D1 � / \ \ TH SD LIN� E 1 � � � \\ USE IN CONJUNCTION wITYPICAL SECTION NO. 8� � -YWBO1- STA. 34 + 95.82 TO -YWBO1- STA. 37 + 20.17 / \\ (-Y02- STA. 10 + 00.00 TO -Y02- STA. 12 + 25.45) / �� �� �� // ��\ ,/ / �\\\ ///// `��----� PROJECT REFERENCE NO. SHEET NO. R-5516 2 D-1 R�W SHEET NO. ROADWAY DESIGN ENGINEER DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 6 SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH MEDIAN V DITCH SPECIAL LATERAL 'V' DITCH SPECIAL CUT DITCH SPECIAL CUT 'V' DITCH ( Not to Scale) ( Not to Scale) ( Not to Scale) ( Not to Scale) ( Not to Scale) ( Not to Scale) DOCUMENT NOT CONSIDERED FINAL Shoulder Shoulder F�ont UNLESS ALL SIG TURES COMPLETED Point � � Point � Ditch Natural o Fill 1 0 � .� o 1 � Fj o� p,•. et t Natural p,'. et Slope � < Ground �?•� p 3�'\o��e< Slope Natural Q.1 �e� Fill �ffer �\O'� Natural b.� °et Fill Ground 3•� �\O'� Natural �•1 �et Front F Ground arF3•� D ��p'� Slope Ground 6;� D �\O'� Slope D Ground 3•� D �\p'� Ditch � Min. D= 1.5Ft. 4}i`e� Min. D= 1.0 Ft. Slope B= 2Ft. Min. D= 1.OFt. Prepared in the NC FIRM LICENSE No: F-0342 Min. D= 1.5Ft. FROM STA. bl + 00 -L- MED TO STA.63 + 50 -L- MED Min. D= 1.0 Ft. FROM STA.97 + 00 -L- RT TO STA.99 + 50 -L- RT Min. D=1.5 Ft. Oifice of: /� ��� 70� Corporate center Dr�ve, Su�te 4T5 FROM STA.59 + 80 -L- LT TO STA.60 + 12 -L- LT FROM STA. 64 + 00 -L- MED TO STA.67 + 00 -L- MED FROM STA. 2 7+ 77 -Y09A- LT TO STA. 28 + 22 -Y09A- LT ��� (919) 854 62009h� (919)2854 6259(FAX) FROM STA.60 + 12 -L- LT TO STA.64 + 50 -L- LT FROM STA. 67 + 50 -L- MED TO STA.68 + 00 -L- MED FROM STA.60 + 00 -L- RT TO STA.bb + 50 -L- RT FROM STA. 27 + 00 -YlOA- LT. TO STA. 28 + 50 -YlOA- LT. FROM STA.93 + 75 -L- LT TO STA.101 + 00 -L- LT FROM STA. 76 + 00 -L- MED TO STA.79 + 50 -L- ME D FROM STA.66 + 50 -L- LT TO STA.67 + 50 -L- LT FROM STA.99 + 50 -L- RT TO STA.103 + 62 -L- RT FROM STA. 80 + 88 -L- MED TO STA.85 + 00 -L- MED FROM STA.101 + 00 -L- LT. TO STA.103 + 65 -L- LT. FROM STA. 47 + 50 -YEBOI- MED TO STA.48 + 30 -YEBOI- MED FROM STA.106 + 00 -L- RT TO STA.111 + 50 -L- RT D ETAI L 7 D ETAI L 8 FROM STA. 35 + 50 -YlOA- RT. TO STA. 38 + 30 -YlOA- RT. SPECIAL LATERAL BASE DITCH SPECIAL LATERAL GRASSED SWALE DETAIL 10 DETAIL 11 FROM STA.12+86 -YEBOI- RT TO STA.17+50 -YEBOI- RT (Notto Scale� DETAIL 9 SPECIAL LATERAL GRASSED SWALE SPECIAL CUT BASE DITCH ( Not to Scale) $PECIAL LATERAL GRASSED SWALE ( Not to Scale) ( Not to Scale) � Not to s�q�e� D ETAI L 12 LATERAL 'V' DITCH Natural � o� Fill t I Natural o� Front Not to Scale Ground 3� 3�' �e< Slope Natural 1� Fill j � 1 ( � D �\a Ground 6• b� a'ne Slope o� Natural y �•1 e� Fill j p ���� DETAIL 13 � t � o Ground 6• b�' e< Ditch �� p F� Natural � a.1 et Pill Ground 3.� F�o� Slope F Slope ; b ; STANDARD V DITCH B Min. D= 2.0 Ft. Ground 4.� p ��o'� Slope � � Min. D=1 Ft. Natural � �'�- � Fill ( Not to Scale) B = 2 Ft. 6=2 Ft. Ground 3•� D n�•:� 1'�Ft. Slope Min. D= 1.0 Ft. Min. D= 1.0 Ft. � Natural Min. D=1.0 Ft. Natural FROM STA.73 + 50 -L- LT TO STA.76 + 50 -L- LT Min. D= 1.5 Ft. FROM STA.11 + 51 -LRB- LT TO STA.13 + 38 -LRB- LT b= 5.0 Ft. Ground 3. ,�.1 Ground FROM STA.75 + 00 -L- RT TO STA.76 + 00 -L- RT FROM STA.14 + 97 -LRB- LT TO STA.18 + 60 -LRB- LT � � FROM STA.79 + 34 -L- LT TO STA.87 + 50 -L- LT FROM STA. 15 + 00 -LRA- RT TO STA. 15 + 50 -LRA- RT Min. D= 1.5 Ft. DETAIL 14 DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 FROM STA. 38+50 -YEBOI- RT TO STA. 40+00 -YEBOI- RT SPECIAL LATERAL BASE DITCH SPECIAL CUT 'V' DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH FROM STA. 34+81 -YEBOI- RT TO STA.36+00 -YEBOI- RT ( Not to Scale) ( t�ot to scale) SPECIAL LATERAL BASE DITCH ( �vot to Scale) ( Not to Scale) ( Not to Scale) Naiural o� Fill Natural � 1�t Front Natural ot Fill ( Natural ot Fill DETAIL 19 ,�.� t b•. et ,�.� t Natural 1 o Fill p.� r Ground 3•� p �\a��e Slope Ground 6•� p ��o'� Doc e Ground 3•� p �a��e Slope Ground 3•� �' ��e� Slope Ground 3•� p �a,�e Slope P F D F�° F TRAPEZOIDAL GRASSED SWALE � Min. D= 1.0 Ft. � Min. D= 1.5 Ft. d � Min. D= 1.5 Ft. w�ROCK CHECK DAM Geotextile B Not to $cale B= 2.0 Ft. Mi n. D- 1.5 Ft. B= 3.0 Ft. B= 2.0 Ft. ( � Min. D= 1.OFt. FROM STA.18 + 60 -LRB- LT TO STA.20 + 30 -LRB- LT FROM STA.85 + 00 -L- RT TO STA.93 + 71 -L- RT FROM STA.43 + 50 -YEBOI- RT TO STA. 49 + 50 -YEBOI- RT Max. d= 1.OFt. FROM STA.119 + 50 -L- LT TO STA.121 + 85 -L- LT FROM STA.11 + 61 -LRA- RT TO STA.13 + 67 -LRA- RT B= 3.OFt. Type of Liner= Class I Rip-Rap FROM STA.34+00 -YWBOI- LT TO STA.38+50 -YWBOI- LT WATER QUALITY 6" OF FREEBOARD ROCK CHECK NATURAL GROUND LINE FROM STA.33+00 -YWBOI- LT TO STA.33+45 -YWBOI- LT DETAIL 20 DETAIL 21 DETAIL 26 FLOW-► 10-YR. STORM SPECIAL LATERAL BASE SWALE SPECIAL LATERAL BASE SWALE LATERAL BASE DITCH EFFECTI e _ ELEVATION � Not to Scale) � Not to s�aie� DETAI L 24 DETAI L 25 � Not to Scale) FALSE SUMP LATERAL BASE DITCH b BASE OF SWALE ( Not to Scale) ( Not to Scale) b CLASS B RIP-RAP Natural or Fill Natural o� Fill Natural �� 1' OF #57 STONE N Ground 3. ��, e< Slope Ground 3• �', �et Slope Median Ditch Ground 3') 1 1"�t. Fill Z •% D \O'� •I D \U'� � ► Natural Fill p'3�' Slope F F �� � �� Ground 3• '� Q 9 2 I p 3'• 1'�Ft. Slope d N � Min. D= 2.0 Ft. � Min. D= 1.5 Ft. d GEOTEXTILE B PROFILE B= 3.0 Ft. B= 2.0 Ft. g Mi n. D=1.5 Ft. � (See Chart Below) -►�- 20' GI Min. D=1.0 Ft. Max. d= 1.5 Ft. Max. d= 1.0 Ft. -�-$ � etC. B=2.0 Ft. *When B is < 6.0' B=2.0 Ft. b" OF CLASS B RIP-RAP FROM STA.49 + 50 -YEBOI- RT TO STA.54 + 00 -YEBOI- RT FROM STA. 54 + 86 -YEBOI- RT TO STA. 60 + 00 -YEBOI- RT b= 5.0 Ft. FREEBOARD 10-YR STORM EVENT S=DitCh $lope 4 Proposed Ditch b=5.0 Ft. Type of Liner= Class-B Rip Rap NATURAL GROUND � Ditch Grade L Ditch Grade L Type of Liner= PSRM FROM STA. 20+25 -Y09A- RT TO STA. 23+50 -Y09A- RT DETAIL 22 DETAIL 23 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' FROM STA. 19+00 -Y09A- RT TO STA. 20+25 -Y09A- RT SPECIAL LATERAL V- DITCH SPECIAL LATERAL 'V' DITCH Over 2.0% To 4.0% 30' Over 6.0% 50' oR F�,p.��R ( Not to Scale) � Not to Scale) -L- $TA. 66 + 33 M 3�� -L- STA. 73+04 M DETAIL 30 � o �.o' -L- STA. 83+32 M DETAIL 29 FALSE SUMP � ot Ot ( Not to Scale) Natural � t F�u Natural � � t F�u o� TYPICAL SECTION Ground 3.� p ��o'�'�e Slope Ground �?.� p ��d'�e Slope SPECIAL CUT DITCH DETAIL 28 c"°tt° s�°'e� Outside Ditch Front -�2•0 �- NOTES: LATERAL 'V' DITCH � ot Ditch Tra ic Flow ,���� 20:) ( Not to Scale) Natural � 3'• ,��et Slope 1) DO NOT USE INSIDE CLEAR RECOVERY AREA. Min. D= 1.0 Ft. Min. D= 1.0 Ft. Ground •I F�a GI 2) NOT PRACTICAL TO USE ON $LOPES > 5%. � 3) FOR PERMANENT STRUCTURES IN GRASS SWALE. FROM STA.13 + 67 -LRA- RT TO STA.15 + 00 -LRA- RT FROM $TA.93 + 71 -L- RT TO $TA.97 + 00 -L- RT r_ d -�- S� etc. 4) CHECK DAMS SHOULD BE SPACED SUCH THAT Natural Fill THE BASE OF THE UPSTREAM CHECK IS AT THE FROM STA. 10 + 50 -Y09A- LT. TO STA. 11 + 15 -Y09A- LT. FROM STA.114 + 00 -L- LT TO STA.119 + 50 -L- LT Ground �'.�� 3'1 1'iFt. GeoteXtile p � Proposed Ditch SAME ELEVATION AS THE TOP OF THE FROM $TA. 1 O+ 62 -Y09A- LT. TO STA. 12 + 00 -Y09A- LT. FROM $TA.18 + 00 -Y11A- RT TO STA.21 + 05 -Y11A- RT d � Slope Min. D=1.0 Ft. S= Ditch Slo e DOWNSTREAM CHECK. FROM STA. 18+50 -YlOA- LT. TO STA. 26+00 -YlOA- LT. Type of Liner= Class-I Rip Rap Max. d=1.0 Ft. -L- STA. 70+76 RT FROM STA. 25 + 50 -Yl 0A- RT. TO STA. 26 + 78 -Yl 0A- RT. D ETAI L 2% GeoteXtile FROM STA. 21 + 50 -Y09A- LT TO STA. 23 + 00 -Y09A- LT -L- STA. 71 + 76 RT FROM STA. -L- 119 + 50 LT TO STA. -L- 121 + 85 LT FROM $TA. 27+66 -YlOA- RT. TO STA. 29+50 -YlOA- RT LATERAL BASE DITCH Min. D=1.0 Ft. -L- STA. 74+22 RT FROM STA. -YWBOI- 32+94 LT TO STA. -YWBOI- 33+00 LT FROM STA. 30 + 50 -YlOA- LT. TO STA. 34 + 50 -Yl 0A- LT. � Not to Scale) Max. d=1.0 Ft. -L- STA. 76 + 26 RT FROM STA.39+23 -YlOA- RT. TO STA.39+50 -YlOA- RT. b=5.0 Ft. -YEBOI- STA. 28+40 RT FROM STA.20+00 -YEBOI- RT TO STA.23+00 -YEBOI- RT b Type of Liner= Class-I Rip Rap FROM STA.12+50 -YWBOI- RT TO STA.13+00 -YWBOI- RT Natural �-� FROM STA.20+85 -Y09A- LT TO $TA.21+50 -Y09A- LT DETAIL 36 Ground ?�I p �,�:� 1'iFt. Sl�ope RIP RAP AT EMBANKMENT DETAIL 37 DETAIL 38 d DETAIL 35 (Notto Scale) SPECIAL CUT BASE DITCH $PECIAL CUT BASE DITCH ( Not to Scale) ( Not to Scale) DET IL 31 GEOTEXTILE B Min. D= 1 Ft. SPECIAL CUT 'V' DITCH 10'min. $PECIAL LATERAL 'V' DITCH Max. d= 1 Ft. ( Not to 5cale) ( Not to Scale) *When B is < 6.0' Ditch 1.0'min. �,p' t < B= 2 F,. D ETAI L 34 Natural 1 O Front Natural 1 O Front Grade Type of Liner= Class e Rip Rap b= 5 Ft. SPECIAL LATERAL BASE SWALE Ground 3•� p �`�a,�e< Ditch Ground 3•� p ��'���e< Ditch o� Fill ( Not to Scale) Natural � '� �� t Front F Slope F Slope Natural p,•�a�,�yt Slope FROM STA. 19+50 -Y09A- LT TO STA. 20+82 -Y09A- LT Ground orF.?•� ��p'c�e Ditch GEOTEXTILE � Min. D= 2.0 Ft. � Min. D= 1.5 Ft. Ground d 3.) D F\ /q�e D Slope B= 2.0 Ft. B= 2.0 Ft. Natural ot Fill r 1 Type of Liner= 35 TONS,CL I Rip-Rap DETAIL 33 Ground .3•� p �� a,�e� Slope Geotextile= 705 Geotextile Min. D=1.0 Ft. FROM STA.103 + 65 -L- LT TO STA.112 + 14 -L- LT FROM STA.103 + 62 -L- RT TO STA.106 + 00 -L- RT Min. D= 1.0 Ft. LATERAL BASE DITCH (CHANNEL RELOCATION) FROM STA. 33+45 -YWBOI- LT TO STA. 33+50 -YWBOI- LT FROM STA. 10+62 -Y09A- RT TO STA. 19+00 -Y09A- RT Max. d= 1.0 Ft. ( Not to Scale) � Min. D=1.5 Ft. FROM STA. 34 + 05 -YWBOI- LT TO STA. 34 + 40 -YWBOI- LT Type of Liner= Class-I Rip Rap b B= 3 Ft. FROM STA.18+60 -LRB- LT TO STA.20+30 -LRB- LT FROM STA. 27+23 -Y09A- RT TO STA. 28+40 -Y09A- RT �► Natural Sl�ope ��t� `?'I p 3'1 Ground FROM $TA.18+66 -YWBOI- LT TO STA.33+00 -YWBOI- LT FROM STA.27+31 -YWBOI- LT TO STA.33+00 -YWBOI- LT DETAIL 32 � R � Min. D=2 F,. CONCRETE DITCH F�=►a B= 6 Ft. BEHIND RETAINING WALL b= 'o Ft. DETAIL 42 DETAIL 43 DETAIL 44 DETAIL 45 ( Not to Scale) ��S ' SPECIAL LATERAL 'V' DITCH MEDIAN V DITCH $PECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH RETAINING BOND �I� ( Not to Scale) ( Not to Scale) ( Not to Scale) ( Not to Scale) WALL BREAKER FROM STA. 78 + 70 -L- RT TO $TA. 80 + 68 -L- RT Shoulde� Shoulde� DETAIL 41 Point 3 t Point D B ti1 TOE PROTECTION � .� F/a, �o� g•1 °�et � ot Natural 1 ot Fill NATURAL ( Not to Scale) Natural 1� t Fill ffer t�\d� Natural ,3.1 et Fill Ground 3•) �' �et Slo e GROUND � ��p e Slope � D �\o Slope d p F\a p DETAIL 40 � Ground 3. p +� Ground 3. �� 4�" STANDARD BASE DITCH `L'1 �(�`� SLOPE Min. D= 1 Ft. B D= 1.0' ( Not to Scale) NATURAL F�,P 6= 1.0� GROUND d Min. D=1.5 Ft. FROM STA. 59+50 -YEBOI- M TO STA. 60+21 -YEBOI- M Min. D=2.0 Ft. Min. D= 2.0 Ft. FROM STA. 72+15 -L- RT TO STA. 74+43 -L- RT Natural Natural GEOTEXTILE Max. d= 1.0 Ft. FROM STA. 23+84 -YEBOI- RT TO STA. 26+50 -YEBOI- RT Ground 3,� 3.1 Ground d=1.0 Ft. FROM STA. 22+00 -Y11A- RT. TO STA. 27+50 -Y11A- RT. FROM STA. 21+91 -Y11A- LT. TO STA. 26+17 -Y11A- LT. B= 3.0 Ft. � FROM STA. 40+00 -YEBOI- RT TO STA. 43+50 -YEBOI- RT Type of Liner= PSRM FROM STA. 26+50 -YEBOI- RT TO STA. 28+71 -YEBOI- RT FROM STA.54+00 -YEBOI- RT TO STA.54+50 -YEBOI- RT FROM STA. 33+71 -YEBOI- LT TO STA. 41 +13 -YEBOI- LT Min. D= 3.0 Ft. � Type of Liner=Class-I Rip Rap DETAIL 49 �° B = 4.0 Ft. � FROM STA.120+00 -L- TO STA. 120+50 -L- EXCAVATE FROM STA. 103 + 63 -L- RT D ETAI L 48 FALSE SUMP �c�, EXCAVATE DETAIL 39 SPECIAL LATERAL GRASSED SWALE ( Not to Scale) EST. DDE =2 CY EST. DDE =2 CY EXCAVATE STANDARD BASE DITCH ( Not to Scale) Outside Ditch c ( Not to Scale) DETAI L 46 TrafFic Flow 2o J�, 2 _ EST. DDE =14 CY "I ��� --��� � t�atural SPECIAL LATERAL BASE DITCH � t � Natural Ground Natural 1� Fill J�• Q 3.� D ,�•1 Ground ( Not to Scale) Ground 3•� ��O'��et Slope G� � � � ,-- 3�� � D .� $- etc. 1.5 TYP 3' 1.5 TYP Min. D= 3.0 Ft. I g I Natural o'� � '�' B= 3.0 Ft. � Ground 3•J 3�' a,�e'� Slope � '�� 3•) 6' �� h�-- i � F��I S= Ditch Slope � Proposed Ditch �'.Z � p F\ Min. D= 1.5Ft. � �O FROM STA. 93 + 73 -L- RT TO STA.94 + 71 -L- RT d -Y09A- STA. 12 + 03 LT D ETAI L A D ETAI L B �n -Y09A- STA. 19 + 55 LT � GeoteXtile B FROM $TA.81 + 34 -L- RT TO STA.83 + 56 -L- RT (NOT TO SCALE) -YEBOI- STA. 23 + 70 RT (NOT TO SCALE) �� Min. D= 2.0 Ft. FROM STA. 78 + 31 -L- RT TO STA. 78 + 70 -L- RT N� Max. d= 1.0 Ft. FROM STA.77 + 90 -L- LT ��+ B = 2.0 Ft. �� Type of Liner= Class-B Rip Rap 8 FROM STA. 76 + 50 -L- LT TO STA. 77 + 00 -L- LT ���.. FROM STA. 38+50 -YWBOI- LT TO STA. 39+23 -YWBOI- LT � z o � N Z � > W � � � — � PROJECT REFERENCE NO. SHEET NO. , _� : , . - :. . ,,�. ,,�,; � R-5516 4 - - - R�W SHEET NO. " � ROADWAY DESIGN HYDRAULICS � N�RFOLK ' ENGINEER ENGINEER . . . _ . _ _ SOUTI-�ERN ,q,q . ' - u` �L: • - -�-a . : u� _b � ' - • • - _ _ . _ DOCUMENT NOT CONSIDERED FINAL �� �' �- UNLESS ALL SIG TURES COMPLETED �,� � �l -- ,� I � ^ NCR M � � I � �. 'E 33 �N � I -'-- � --- IP � % �I I I � --- — � � P Pre ared in the � � � � R��`M70N � � � �ffp e°f� e��� 7oi co�po�at LCenter Drive, site 4Ts /� Z PO�y — . Ralefqh, NC 27607 � ' I I � / ' , � � � 7� (919) 854-6200 - (919) 854-6259(FAX) J� I I I r I N ----��' � � � JZ �� , , A �— — -g , < i —��- � �— — � ► �� � < �� I -� ► � � , � � ^ ; ) r� ' ' ��—X�i qp• BK 1 , I I o � U / � � � � — =�� WALL .�'� � � � Z ; � ,/ � --� , , x 2 ��� o � I x I . N Q � N ' II � �B�- � I � � i � � � ." 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' •0 3 ._� �/ (. �'•3 � 26,8�- � UNA�LIE TO - � � � OBTAIN (NVERTS � _ _ _— �—�'3 I ��� .o� — �= i i 3 _ a t] 0 IQp WAL-MART REAL ESTATE BUSINESS TRUST DB 2731PG 777 PB 'H' PG 63 D& E PB 'H' PG 115 F& G 00 � N 3rO2� �Z�.J" W 4� FDP$ SEE DTL 24 T�PE � N N � REMOVE � 0401 � —040 — Z � J M M LRA � �j o 0 0 0 � W � 175' MEDIAN TAPER LT °�° o Z W � cY, 4' F D PS o , J N � < O� r O 3 0 = < < < < < < < � �rYP� � -- __ V c �� � --- -- --- --- --- � —_ —� --- H 200' TAPER �� o -- �--- c— c c c c � c c O � � + C =.�;.' �.e.�` v � . . . . . . . - - - - - - 9�,�--�,`,,_ ;� ; , Ji.--- ,� --��:: -. f�_— - —X �— _�: X X X X X— � 72' CHL & �' MEC SEE BEGI N PROJ ECT R-5516 -L- POT Sta. 60 � 00.00 ,BEGIN C/A +70.81 CONVERT �..��� ��� 130' RT TO C/A —L— US 70 2soo SERVICE 390o ROAD 300 � � 1700 _L_ t� �� US 70 28100 ` 29800 110� 1500 y 1 TRAFFIC DIAGRAM ADT 2017 ADT 2040 �� 30900 00 33700 r 3500 4300 WALMART 6000 ENTRANCE 'IAL LATERAL 'V' DITCH DETAIL 4 —UTH— / J J/O. /U' —L— POT Sto. 66+ + 39.00' RT � BEG. PROP 84" CHAIN LINK SECURITY FENCE _ AND TIE TO EXIST 72" CHL �" AND 3SBW FENCE dlJ - - - �-R_ .� Lf�A Pls Sta ll+12.2/ 9s = l0` 50' 23.1" Ls = 168.00' LT = 112.2/' � ST = 56J9' US GOVERNMENT PROPERTY DB 336 PG 26 FOR —L— PROFILE, SEE SHEET NO. 15 FOR —LRA— PROFILE, SEE SHEET NO. 18 � z 0 > W � � c.� �' - - -LRA- -LRB- -YEBOI- a� �c� Pl Sto 75+56.92 Pls Sta ll+12.2/ Pl Sto 16+09.2/ Pls Sta ll+12.2/ Pl Sto 13+25.82 Pls Sta 15+3/.36 Pl Sta 3/+IOJO Pls Sta 36+13.64 � 0= 4° 33' 25.9" (RTJ 9s = l0° 50' 23J" 0= 89° 38' 18.4" lRT) 6s = l0` 50' 23J" �= 39° 08' 05.9" lLT) �s = 0° 47' S4.6" 0= 76° 29' 46.8" (LT) 6s = 4° 57' 08.4" '� � D= 2' 00' 00.0" Ls = 168.00' D= l2° 54' 16.0" Ls = 168.00' D= l2° 54' 16.0" 6s = l0° 50' 35.8" D= 6° 52' 4/.7" Ls = 144.00' ��'�`'`^^^^� � L= 227.86' LT = 112.2/' L= 694.63' LT = 112.2/' L= 303.27' Ls = 168.00' L= l,ll2J5' LT = 96.04' T= 113.99' ST = 56.19' T= 44/.2/' ST = 56J9' T= 157.82' LT = 108.40' T= 656.64' ST = 48.03' NORFOLK SOUTHERN RR R= 2,864.79' R= 444.00' R= 444.00' ST = 60.09' R= 833.00' Se = 0.04 Se = 0.08 Se = 0.08 Se = 0.06 '`°' ` ' ...n, .s�.rv d r u�r �rm i thVtYY/�1/�. DS = 50 MPH DS = 40 MPH Pl Sta 19+49.36 DS = 40 MPH DS = 50 MPH i�N����e�5, _- __,-�. n�-� ___ R u n o f f = 1 4 4. 0' Runoff = 168.0' p= 9° 40' 46.0" lLT) Runoff = 168.0' Runoff = 144.0' -YWBOI- D= l° 33' S2.1" END RETAINING WALL -YEBo�- + 70.74 � �NC PAVED DITCH L= 6/8.70' -W2- Sta.15+59.99 101.11' RT � DETAIL 32 Pl Sta 12+78.54 Pl Sta 17+02.36 T= 3/0.09' BEG. PROP 0= l20° l5' 08.0" (RT) 0= 6° 59' 27.5" ILTJ WW FENCE D= 35 48 35.5 D= 0 57 /7.3 R= 3,662.29' � � , „ � � �� �, � y9� '� Se = RC -YWBOI- POC St 11f6303 - CONVERT EXIST ,,�� 151 851' R8 PROJECT REFERENCE NO. SHEET NO. R-5516 5 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIG TURES COMPLETED ������-� ��� ���- NC FIRM LICENSE No:F-0342 Office of: ��� 701 Corporate Center Drive, Suite 4T5 Ralefqh, NC 27607 (919) 854-6200 - (919) 854-6259(FAX) L = 335.8/' L = 732.19' -� �- - °• • - �� � � I �c+ �� DS = 40 MPH _ _ �_ PROPERLY LINE �ti� C EST 7 SY� GEOTEXTILE RIP RAP �5" CAAP WiELBO � � T_ 278.54' T_ 366.55' � �������, Runoff = l2/.5' ' '� To C�A z� __ F F F R F m p�.- �� --- --- R - 160.00 R - 6000.83 � ,,F� �,�F .: y � � _ -- W Se = 0.06 Se = NC � �'� oy��,,� � �� � � Q + 96.73 � 0526 FS �� S 25° 20' 15.4" E-w2- �� W DS = 20 MPH DS = 40 MPH c:��9� I �, +� 0.0 � 78 RT F O o52 0= Runoff = 175.0' Runoff = N/A I F �ys'�� �'�ss �, X z G �� 167' 3 C� .� E N D WW FE N C E � � O N �G� o I v Z (-'� ;� e o� a + 2 3.46 110 RT / � o w-I- I y m l-� } / � I `yF � -+ ° � _ � � :v, � � � + 3 .5� ; N YEB��_ °' _ Z �o Z �, n o A :- Z � � � ' �' c� � °�° � 12 ' RT � END WW FENCE / � -� N a �/+ I KE ETH J. SHIPP� ET U � n c„� -� _� a° � '�'' C a , 0516 •J �, � � � TRACT ONE o � �' � ° = o 0 0 0 � � � `" -v � � � � o + 32.17 108.5 RT � � V Q � � N� � 1714 PG 977 � a� � ���� o W w"'� T o o ��� o ��lLET CHANNEL p . N �. M 003 PG 72 � a,, o o-.� �. -o �� N� � STREAMBANK STABILIZATION FI GRAU 35O 6 ~�~/i =�-� o . A w I � � n� rn 1�' � D� � + 51. 6 � ` 2G1-FLAT W �°' �°= �� �� fi -� � � cs� - c � EST. 0 SY4GE0 EXTI�LE ��� CHERRY BRANCH, LTD � t� ! ±� S � � N 0° v - �,E DETAIL A ,�5 GP' GRATE � DB 1478 PG 66 `� � f' �� x 105 R s ��� R � ,. -a X 2' SPECIAL LATE�AL �; �- BEG. C�A $c � "' BEGIN SBG ' � BASE DITCH �� PROP WW � ��6. 2G1-FLAT n -YEBOI- STA. 27+32 - � -YWBOI- PC fO.IOfOO.00= e EE DETAIL 7 t�, FENCE � � SO GRATE � -- -� `� � 93 BEGIN BRIDGE ° -- -L- POT Sto. +37.07 - L- P C S t o. 7 4 4 2. 9 3 ,,�E c� > 7 5 + 9 7. 0 8 � SPECIAL LATERAL I 9 GRASSED SWALE H A V E L O C K J O I N T � � 3 9. 0 0� L T '�TE� - � � 05�5 -YEBO1- STA. 29 -I- OO.H4 �� SEE DETAI L\ � �� � � EXIST R1W ` F p � F E S T. 2 T O N S C L A S S B R I P R A P � � PROPERTIES. LLC � � EST. 35 TONs c�ass B RiP � � ,"'�� F F °"�' r dl3 EST. 7 SY GEOTEXTILE N� � F ;� I DB 2052 PG 23 �7' PA - s��' r-� _ _�� EST.75 SY GEOTEXTILE � ,;� DB 1040 PG 525 � 1 _���5�� R� �-��� _L- POC Sta.75+13.29= p\� 2' SPECIAL LATERAL B SE\6�TCH END SBG F / RE OVE GR Q AT APPROACH SLAB / � MB 003 PG 72 _. �_-. l�EB�� P�C St�.32+25.8 v SEE DETAIL 46 � _ _ � R�r�-- � -L- POT Sta. 74+4/ 76= � � � 0519 � ----�- !' ' � � TIE PROPOSED DITCH 0520 �� �`-�- � r RETA 2 v -` � � - - - TO X T N D TCH 24" RCP-III < < � _ � _ � �- - ��� -�-� a- � �N � - - � -YWBOI- POC Sta. ll+l4 /2 F �� � ` - �� � • - s�� � �� �cBc� _ EST. 3 TONS CLASS B RIP RAP `� '�� ` � E�=10N F �--,-!---r�° RETAIN �dW- -� EST. 10 SY GEOTEXTILE �'i ^ c� M ��� RETAI b' X 5 RCBC � O , � 0 � 36� AND EXTEND � � Q O 8-77 -L- PT Sta.76+70.79 MEDIAN V-DITCH r � MEDIAN V-DITCH _ - i 050 -� � MF �(TYP) rn SEE DETAIL 3 O SEE DETAIL 3 - N F �� l(� �Z C.- F - - -� -i- � - - �- o p �� � EDIAN TAPER o o < � 1■� � � � ' � ~ -� �O M�,�Q,. ] I 2�� o p N w A rn �� N 0518 N � Q F � � m (�I o _ _ • • • � ��� ���������������-- � . � ' � ��� . � ' � • 1 1 `\ -�.._ -..,s,■.��� ! iJ' ------------- - - � a-.i.. .�'_ • �� � �������s����i��� . � • . � � � ' � . , � �� �:y�����-;� i�� �:��? � . • ' ' � ' ���� � . �� . ��� � � �� � w N 31° 02' 21•5" W -�- ' FDPS Q = N � �� US 70 m o � � REMOVE S.F.C.B. �y 0• • M � J Z \ r � I J REMOVE � � X � � CRASH o509 36' ^ +53.63 0 � � � � ~ � c� � 0 2�i o5o CUSHION O s(TYP) � 12 ov o o ,� W CONC PAVED DITCH TYPE A � Cp -�- '� 2� �� � � � Z W SPEGAL LATE L � 'R c/) GRASSED SWA E SEE DETAIL 32 � � /�0" RCP_��� '✓' + 93.32 /�P� � �- J W � 10 � + , _- = v� J� �♦ ' O � � S SEE DETAIL 8 _ �� � �- 2G1 �/ SEE DETAIL 33 V 0506 FS� - u. � REM VE � 30 A' 3�° Q�� q'2'J7 IF TYPE A F - --b� �ii � � SPECIAL LATERAL � ► + 92.55 24" - J fY � ' GRASSED SWALE/ � �J� �' W� o o �Z� .��_� �_ 2�1. - �- YPE A / � 0521 1 SEE DETAIL 8 �� 0510 � 1� F C TYPE A o50 � US GO�E�ENT � � � � z o � � ,� END BRIDGE � 0 30� _ � -� J W \ 052 _YEBO1- STA. 33 + 65.84 �� T e 36 PG �� 2� $PECIAL CUT �+ 00.00 0 � \ , � O BASE DITCH �� � R � � O' LT = Vi M�TYP \ �'�-' BEGIN �- F '� SEE DETAIL 1�� �� � \ �AiAPPROACH SLAB I F � �'� EXISTING R/W / 18�� RCP_ 052 � C � + -- `' \ ` \ '� � � - Xe X� � / BEGIN RETAINING WALL oo � 11 � ?' �PE I A�L� N II� ` �� � � � s � ou�CE-PRoOUTLETWCHANNELT . CATERAL a. � ��� c i - - -{- �pS SEE�i�ETAIL 22 `O � C M F- y J STREAMBANK STABILIZATION F,j' � � � �- Q \\ ,�_, / w� StO. 9 50.�� ` S ' o' � � � � � ��� EST. 35 TONS CLASS I RIP RAP � � � ` � � EST.190 SY GEOTEXTILE -- � a ,��b � Q .c / � I � F 0` J yQ � r- �" (� SEE DETAIL B � � Q \ / EST. 2 TONS C�4SS B RIP RAP �` FQ�p �� �/ � M �-�pE r -LRB- TS StO. IOfOO.O \ 050 �C � EST. 7 SY GEO1�XTILE � S � -i- 40.00 C '��` �` ; � p � EST. 3 TO CLASS B RIP RAP+ N � -L- POT Sto. c� �� ,�G� STANDARD V- DITCH �, ,�h ? � � EST.10 GEOTEXTILE +40.00 'j5O' LT 79+68.0 � f � � \ � EST. 7�6TCY DDE � . 8 � ,� � _ _ � �J�' LT 39.00' RT ��` QQ � 1 = o, �S �� h�Q� 6 X, � LRB CS to.14+7/.27 �����__� �> � SPECIAL CUT V-DITCH � <( � \ YEB��- CS StO. 35+ 5.6� � � ,� u� ` , / � � SEE DETAIL 15 c �\ DD �� r h �.�Q .� + 71.��% � ��� j � // 00o R O \ �j 0514 m.- � � \ 2 � 110 LT � � � / \ / O -LRA- SC Sta. 11+68.00 SPECIAL LATERAL V DITCH � SEE DETAIL 22 LATERAL V DITCH US GOVERNMENT PROPERTY � 'SEE DETAIL 12 .> � 84 CHAIN LINK DB 336 PG 26 $ECURITY FEI�ICE EST.2 TONS CLASS B RIP RAP EST. 7 SY GEOTEXTILE 30900 � 33700 500� b,00 � TRAFFIC DIAGRAM ADT 2017 ADT 2040 �� 32300 400 34700 � �,00 11400 13200 -YEBO1� YWBOI- SLOCUM RD c � t�` � I � / 78-, o`" � �VE o ` � CHERRY BRANCH, LTD � 1 \ /�i� 4� \ G C'qAp �< �6 � 3 `M,,"6•�^,V,,� SPECIAL LATERAL GRASSED SWALE `�' \ � � � �NiF�B � � 2 c DB 1597 PG 802 � � � sO \ p�s ; -Y W°#i01- N o�E3�DETAIL 10 PC 'G' SLIDE 93-B � 1 \��! � ' EST. 3 TONS Z � + . O � �6 3�+ �, ��w � � � 052 CLASS B RI P RAP S � 2� o� o � 9.2q, :�`�' d���` �5�\NG �, � � � EST. 10 SY ` / 0'DUKE-PROGRESS �x � � ` pQ, GEOTEXTILE D` a 0512 Z. TRAMSMISSION � N 2g,.� .� // SS / �� `: O52 �,�'"�S (v ,. LINE EASEMENT --- - ° O BEGIN SBG � 4 � GI-FLAT HAWELOCK-CHERRY P c �A/ .} 48.79' 0 1 _�• I%" I �`' �.� ,, �- { � IISKV SUB LINE : / YYBO�- PRC SIO.13+35.8/ � _ _ - _ - - J �\ � � E JAMIN BLOUNT, �, ��� -LRA- STA. 15+43 � � GRATE � %S DB 1736 Pc 3 / � � ,c et UX 3! 6� �3 � \ � RNIE L. LAMBERT, d M � �° \� � � 022 PG 292 .� � ,� � � et ux �/i � \\, �� ' `G• SLIDE 93-B �,� � � DB 18�f�G 347 ;;� �O ' � � � , , END SBG REMOVE PC 'G' SLIDE 93-B �� �� IP I -YEBOI- STA. 36 + 82 �2 , �� � R�w . I GI-FLA�" Fo i +39.27 S�9°33- � 3 `��. P�,� �' %�X`Sj�N � PROPOSED TRAFFIC SIGNAL \ �� GRAT /�S 110 LT �,/ ,,, �9Qs5g3g E o0� �/ Z �1 � M � �s ?� -�'`�B01- 3, e �P� � �� FOR BRIDGE SKETCH, SEE SHEET NO. 2B-1 � y � rC � + 72.74 N S I SECKER. ` sl� � � h�� � 4- �,� -�RB- C sta.16+39.27 � oB q6s 68 � FOR -L RT- PROFILE, SEE SHEET NO. 15 `srq �� � y � �� JAM S L. M0 EIRA. �'� '� PC 'G E 93-B - � SEE 37� FBOI, 4 `� e � r f '�. � �F FOR -L LT- PROFILE, SEE SHEET NO. 16 w`G ��.`�' � P�^1 00• 0 St' `' 245� P �� �'� � / f�3 iyo� - �`�` � S 0 � F� � 'G' 5�,��5� �3-6 ; ��� � a `'20 -�CN�- Op 4� yEFT TC ps � � /�i y� �� ,, ��; FOR -LRA- PROFILE, SEE SHEET NO. 18 Mp. �� � E� �o �p sT H��l� � ,� � ��o s� � P S�� S q F 4 / JOHN . KAUFM . JR. , 5 FF I � �:� S�9•33, , //�. 208 PG 2s � FOR -LRB- PROFILE, SEE SHEET NO. 19 Q�� p 6 � 0 �'VB � /3/.9g36 E �, ' � ,���. , % �� � � F� .G' SL7DE 3-B ` SEE �l�/ 4 p DI� - �� FOR YEBO1 PROFILE SEE SHEET NO 20 sy�F o r �o - - � . FOR -YWBO1- PROFILE, SEE SHEET NO. 21 � z 0 N � W � 0 0 0 0 + N � Q W �-- W N = � N r m � W � � � W W Z cWi� J _ U Q � 0 � �'^ V I � � 0 � � W H �N J Z � � W �- Z W J W = N V � � , SEE DETAfL 33 149' RT /� END PROP ,��,�� WW FEN . r .-� v � �k �\ —YFRnI— _SC _Stn_ �4+_5_3_4F � � \�� ' � ��k h� h � �CHERRY BRANCH�LT\ ° . � �B�`� P� 36 B � . � �'''� � � � \, � � � N 26°30'07' W � � 148.49' —YEBOI— + 43.32 60.82' RT END PROP WW FENCE —YFRnI— T S Stn_ 9 3+n9_4F REMOVE GR S• a 33,45� � � S3,g�, W � �o, C�� M ; i n�� �F�o N 09 q yg, 4' � N 26°30'07' W ��'�FS .� �80�3 = 15.35' s Ao� FR F'4S / ����r \ � .�-r .�, ,�r-�, .va°ti-� _.-,. . EST. 2 TONS CLASS B RIP RAP EST. 7 SY GEOTEXTILE 32300 35300 SPECIAL LATERAL V-DITCH SEE DETAIL 22 —L— US 70 ���� � � �50o r ' soo 1200 �soo TRAFFIC DIAGRAM ADT 2017 ADT 2040 -v�Rni- Pr ct� �n-��� �� 31500 34100 MACDONALD BLVD � t� _ - ��.� � ,�,F_ ,�; NORFOLK SOUTHERN RAILWAY ; ;_r� � ��-'�-i,:�.; - - ' CHERRY BRANCH�LTD DB 1478 PG 66 CONVERT EXIST. R1W TO C/A Pl Sta 17+75.49 0 = l0° 09' 42.3" (RT) D = l° 4/' 24.5" L = 60/.24' T = 30/.4/' R = 3,390.00' Se = 0.03 DS = 50 MPH Runoff = 72.0' US GOVERNMENT PROPERTY CROATAN NATIONAL FOREST DB 1478 PG 66 —YEBOI— Pls Sta 24+05.50 6s = 4` 57' 08.4" Ls = 144.00' LT = 96.04' ST = 48.03' � - 0 c,Q' r,= NORFOLK SOUTHERN RR � �• Pl Sta 3/+10.10 0 = 76° 29' 46.8" (LT) D = 6° 52' 4/.7" L = /,//2./5' T = 656.64' R = 833.00' Se = 0.06 DS = 50 MPH Runoff = 144.0' PROJECT REFERENCE NO. SHEET NO. R-5516 6 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIG TURES COMPLETED NC FIRM LICENSE No: F-0342 ��� 701 Corporate Center Drive, Suite 4T5 Ralefqh, NC 27607 (919) 854-6200 - (919) 854-6259(FAX) a-iy_T��sJ.z,�r, �c�r��T: a � J Q W W W � _ Z + t/') J �"� Z o� � � � � � N W W N FOR —L— PROFILE, SEE SHEET NO. 16 FOR —YEBO1— PROFILE, SEE SHEET NOS. 19 & 20 N Z O > W � -YEBOI- Pl Sf0 /�f��.�8 o = 3° oo� oo.a' (RT) D = 0° 47' 05.5" L = 382.23' _T — l9/J6' R = 7,300.00' Se = 0.06 DS = 50 MPH Runoff = 60.0' US GOVERNMENT PROPERTY CROATAN NATIONAL FOREST NEDHAM HICKMAN, HEIRS DB 81PG 253 DRAWN BY CRAVEN COUNTY TAX R/W S 29'S8'59' E � S °s� 22o.-r2� s8. 9�;23 •iy. GREEN CHAPEL MISSIONARY BAPTIST CHURCH oy o� DB 1695 PG 259 8� 02 ��� DRAW �BY CRAVEN CO �Y TAX �: - - �, � �N� �Z ..;_,,a° ;�� . c,�h, . , ,;: � „�E. .�� , �;��; — - e _ . ` -"�c � �Li �� _�� J �� _�_��_ , . . � . �� _� • • - - . . . . ��-%,i� . . . . . . . .s�� �ti_ • - • • - • • • • - . e l-�t._ �-''��',. ,`l�, " ;.r?—r, a ` r—r- �_..:.a—t 4 ; c—, ' /� � �_ — � iAVELOCK CITY LIMI� - - - : _ ,. —. �—L_ : , , NORFOLK SOUTHERN RR o �� NORFOLK SOUTHERN RAlLWAY _ o � 0 •- -- • . - •- -• -- - " •- -- -- -• -- •- -• •- - � • -- -- •- -- •- -- •- � ��'1 ._ ._ .. -• -- •• -- __ .. .. -• •- -- •• -- -- a � _ /� " -- •. .. .. -- •- -• -• - •- -- •- -- -• •- Ci `�ci-� O � � � � � .� � �� � �� � �� _ .. .. .. . _ � � - B Y 2 3 � EXISTING RAILROAD R/W � P .� � � o � PROJECT REFERENCE NO. SHEET NO. R-5516 7 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIG TURES COMPLETED ������-� ��� ���- NC FIRM LICENSE No:F-0342 Office of: ��� 701 Corporate Center Drive, Suite 4T5 Ralefqh, NC 27607 (919) 854-6200 - (919) 854-6259(FAX) . . , , , , - . � , — _���- 50' R/W �� � � -BY- 22 . N �d, � _ _ � � � o �� �� �� � �: > � �_ � � �, � �� � CHERRY BRANCH LTD � ����� � ��' � � r+.,, '? � _ � � .. ,�'"1 r a�� h � DB 1478 PG 66 �'�� � � �, E N D C�A & ��' ^�'�'� PROP VVW 2 TONS CL 'B' RIPRAP ��'� ��' /t�`�/ � -YEBOI- PT Sta. 11+9/.l5 � 6 -YEBOI- PC Sta. � - � � � � �` P � - 3 � 7 SY GEOTEXTILE � �� � � 8+08.92= � � FENCE •— -� 91.� �j + �6.65 CONVERT EXIST. R�W -L- POT Sta. 98+48.62 + 05'27 SEE D TAIL 37T BASE DITCH —�- _ I I��—y 85 RT 85' RT TO CJA 39.00' LT � SPECIAL CUT V-DITCH 130 LT • R SEE DETAIL 6 � ��'l, NATURAL GAS � . _p.�-� C _�� - '� r�����H�PE � I ��—__ c __ � SPECIAL CUT V-DITCH „ EIP ''—E C SEE DETAIL 6 PROP CONC rJ � � ---=�_ c MONOLITHIC ISLAND �+�.�-�' � ��`� `4„ �� EIP Hz �— c _ � c -- � � c c c 0726 � c O JO t ` ` �� ���� ��� C ��� C ��.� C � �� C �����--- C C C - -��� ��� ��� ��� �� _ ���� �� V �7�� (N— — < < < � � C ��� � � � � 0 Z g __ _ O N � N � � > � � N � O Q � � �p --z , , � �� SEE INSET —` � ------ � -- 4' PROP CONC 5" =o � 0��2 �p � + � MONOLITHIC ISLAND 23 28 55.59" � � —yEBOI— N � J � W � o c� � ��; � � O W � O W � � �o � '"z" � � W Z � t/) � ~� N �O ~ � `O ~ H t/) J+ 2G1 4� FDPS —L— REMOVE 0721 N I� 10 —L � N M Z 070 4� FDPS US 7� N 26° 28' S5.6�� w DI 1� RCP-I I�� �5" RCP-IV �� 15" R- �� " CP-IV �� � � �� 18" RCP-III � � � Z _ � J Q � � �► 0704 � �� o �i 2� R �i , - RCP-I �0�2o I � � > � z �► �o � n �1 M 0706 0708 0709 0713 ,y M 0714 0715 0716 0719 M� W� � N W ��– � ! + , =Nz = � Z W w � �� < � 300 - N � w N � _ -- � --- — — a . -� ----- J � w� tn � U N 2' SPECIAL CUT BASE DITCH � _ �Z --5�' �� -----. �-------"° —ssd--� REMOVE j oZ� �Q SEE DETAIL38 p � V _ . � _ r � -- � — ---� � _:� ♦ �-----+�---. 0717 `"'�Z � � � r � � 0703 � _ < _ > � EST. 8 TONS CLASS B RIP RAP v� � Q � F� � �-- ` � --- -- C C -- � --- C -- — � > 62.5, R EST. 21 SY GEOTEXTILE �-- --- � c c� _�_— � � � �___ �+ 79.00 � c c o7�s � C SPECIAL LATERAL V-DITCH C 0705 � ' — � �3O' RT �' H�J.00 SEE DETAIL 23 � � H�.SH' RT C � � C EiP 130 RT E�P EST.8 TONS CLASS B RIP RAP � i'�� <v � \ � EST.3 TONS CLASS B RIP RAP �� �, EST. 21 SY GEOTEXTILE �\ � � � EST. 138 CY DDE � �� y y ,^�P, � EST. 10 SY GEOTEXTILE S 5�A `_ c�'�",iY. �0�•� �rn � � S.00 EST. 2 TONS CLASS B RIP RAP + Z B.00 � 0 a h �'�°�''' - SPECIAL CUT V-DITCH �---� � m rn �`� � -� EST. 7 SY GEOTEXTILE , a � 3�s�p 22 � ,�,�`�v S 5� h6°'� � � 3O' RT 3' BASE TAIL DITCH CHERRY BRANCH, LTD SEE DETAIL 5 -I- � Jr.00 c 130 RT �i , /F� . /� �,—. -_5 j3�.�4' _ � � � �. n � �• N ERT EXI T , � , �' C O V S. R�W h / ., EIP o � � 9O' RT SEE DETAIL 39 DB 1478 PG 66 TO C�A � 3O RT COON��RT EXIST. R�W + 20.00 TDE �`\�� .' CZ �� /' j� �,� ! .�A�� � PECIAL CUT V-DIT I-fo�' `�f •"� �;� TDE � INSET , �5°� � ' �` � q223 , SEE DETAIL b • �l� � � + 05.00 175 RT S y3o�� �PS�MEN �p\ 5 �• �, s ,� \ s \33.00 ' • ^A���� p /��� ,���,��c ' o� EIP � . `; .i2� �v'," � � �'ti � "' �; ..�; . : 169' RT � ; � : G� P�o v � � � �,� � \ %��/�6, . . � � i. SPECIAL CUT V-DITCH �� / FLP�NP/ P -� 7Z.00 x �� Z• rn � SEE DETAIL 6 �. \/ ��M� 4' BASE TAIL DITCH 175' RT � � l �� A�'�2� TDE TDE "� � /�c • � �c �' SEE DETAIL 40 �-• � � , �� � J} S 52 993 + 90.00 � � �O O .� ,� .. ,���, _? EST. 56 CY DDE � �k'�,�a_ � � i ,� � 2 O o0 � ,� ' �, -' " I , � .�; 190'� LT �-° - M . . ' . ; � o� i �� o \ �\ : �o= ���o o % / o� ��,o x�} /� + 53.00 240 LT � � ;� � ��� / <v� °'�' "'° � � i ^��' � � ti o� �, ��'�,c, �� . c,�vQ� � �ti i �3O' RT TAILDITCH LENGTH REQUIRED � R N � � R _^ � � V � • � � � , � � ,y � � � O y� � FOR ELEVATION TIE IN , �v �� Q p p• -� ,�= O V •' / I �� � 4 co p � 240' RT � PROPOSED TRAFFIC SIGNAL FOR —L— PROFILE, SEE SHEET NO. 17 FOR —YEBO1— PROFILE, SEE SHEET NO. 19 � . � �1��� o� o . r . O �� � �O � M � + � L- 50'"R � \ 2' R 0 25 50 cn y�� °� �i� • `�'�� �� co / . <v� Q� �� Q' Q �s 1 �' a�;'� �-v � � � ; / :� . n, �, . � �, ., y' ' ,i � ti .c, �v Q �v � ^i �; � .� � �; � ; � : �' , � � m 2 c� � s , /o p � ti . �; � ^� . � �Q' o c, . o. �,,� . � �t Q � . ��a o�� ��00 � �, �, �� �� � _ �.� � o Q �� �o• � ,,� � � �Q a� � � � . �a �,� "� ' � ,�� �} `'' �.� � ^ , `'\� � �.,> • �� Q g'' v. � / � � ' � � � v/ -- - �' �� � �� � � . ti ^ ,� � ��, � ,o , . , � � o � �, � ; i"5 � � �3� . y �co ^� . � 26 � � �' I � �k 13 89' • w D ° •� � I �. P� \ ' 2�'O�QA/iyqCF �- ' , l i , > . � �kc • 26 /9, q�y0 �T /T 1 'l g � S�2� w Y FqSFMF -�`� e'�'i� �- � I _� HT\�.,.e- � / � � Z O > W � PROJECT REFERENCE NO. SHEET NO. R-5516 8 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � .� , >. � �_..,� j a f �' � ,��N�� . ; �g�; � ISFD ��� � � �� - � � RC''- ►' 15' R 1 � �� � �� Nc�R24oN k�.. . � x � �I . X /�i' �_ C� DOCUMENT NOT CONSIDERED FINAL � _ 1- <���� CP ��� -� __.�P CHL /� EXISTING RAILROAD R/W O UNLESS ALL SIG TURES COMPLETED �.___d m . �- .�a��,...--- �� . ° t r, ' ----- � � _ 1 (V = 15' RC�� �I IS' R P ; 1 — — — — — — — — — — M — — — �-�s— �-- r -- .�. w. — .. > 1 Q) � � LV � �\ � � � HICKMAN HILL LO sR nso Hic�,�av ��� r_c�,� �r� ? �� U? � "" — ,- -- - OP RD � � �--�iz �R -�' a� �� ,- � / // /��A POT Sta. ����0 � � O Prepared in the . � Y ,,.� - i�i� r�'St3CI����J � ��� . _ _ _ �v-�-d3°, .� � Office of: /'7—�� 70 NC FIRM LICENSE No: F-0342 ._ . •- -• -• -• � p� I CorporaRalefqh NC 27607' Suite 4T5 ` � � - v ) THIS STRUCTURE - ,..._,-._ _ • , . (919) 854-6200 - (919) 854-6259(FAX) -YIOA- PC Sto. l0+17. 3 � • NORFOLK SOUTHERN RR �o �h-� , � �" " � �R� -8 Y- 2� �-- o r — ,� DO NOT DISTURB , _ , , � _ �_ a .� _,-�-��_"�, _, _ ,_ , , < . . �.��� -�.��_ �»a _ - o � � BEGIN CONSTRUCTION � -YIOA- PT Sta. llf0/.66 0 � `'_BY_ 2 NORFOUC S�/TH GAS �UMPS AND VENTS 1 � °t;� �--.,-:- � r: o r- o o � ERN RAI�� a � , o -Yl 0A- STA. 11 + 85.00 ( o o +86.27 ;- ,� LAIMED BY PROPERTY OWNERS � � ; 50' R/W AS CLAIMED BY PROPERTY OWNERS , ' " " b' °' �' Y'° "� ` '" '` '°F';"°°` , � d ,.-� .�� ., �-;�-r EDWARD E. NOLAN� ux ; ���nu�� S . "_ � ; �v'-� :>IGNAL BOX t '. 148�PG � r--� � JESSICA BENNET r - •• FOR NCSR I i ------------ ------------------------------------------- S ' °' � � I DB 2793 PG 128 ---------- � � ISFD � • i ` \ _ -� ... ���� ------- -- ------- __l0'GR v �----------- ----------- � - � ---- -------------�-� �_ _ � -_ - - , � � .. . _",-___. ... _- ��_��� i ___ 4U1 � • , . . 1 ' ' Gi I -• � _e.�, � � $ � // � — . , ELEC ---------- �'GR , , • . , —� - - T M - �0 R � "',�N HILL t- GRAD �O DRAIN 15" RCP-II N 80 /2' 07.J� E � � BOX . • ' - - - • - - • . . - • • . � � _ �- �-*. �, �_ ,-�, rn--,-�- . . , � � ,� \ R/W FOR A TIC &� R ROAD . • W CLAIMED 6 ATL T & N AILROAD ----- • — --� . , , PROP CONC 5" � ,� ' i •. � � � _ _ . • � _ ��G --�-, �-_ F � ��_� ,,- � - - - � - - MONOLITHIC ISLAND o� � M � p � � 2 8 EXISTING RA LROAD R/W --- -- � N O� � �� � � � 40 LANE TAPER oso + - � o -�_ � ",� • —•' � —�=J� $o � �� �/ � F '�� +63.75 \ �' �— � �W FOR N rr6� � "r'- �._-`--` �—�� 1 – I 8 �? /Q' � '� � 45' LT +48.04 ^ �- I m � o°� R ��— � o� M� 45' LT � ,� I 3 P l S t o l 1 8+ 4 6. �� n� � I S 1� . � I� F �. r- E C v� ��- a� � EST. 2 TONS CLASS B RIP RAP " CM� ,,ya q���.=_�—�� 4-GOVIND, LLC —Y — C StO.12+23.985� R\ � + 76.96 ;TER � �' ��'�__�. 0=��.3�� �2.8�� (RT) ---- ---- • _ EST. 7 SY GEOTEXTIL � J DB 303 65 + �,` , 5, � 58' LT � ' J �X ��' Q= �° 49' S3.7N _ 2' SPECIAL CUT BASE DITCH �� , `�` -•._. 2 � � L= 2 2 2 7 / 2� • .:��� P R O P C O N C 5" S E E D E T A I L 3 7 ______� 15,�--R� 4 8 R T � x� ��o � 4ti> �o m W&B ENTERPRISES N CONVERT EXIST. R�W T= l,123.36' MONOLITHIC ISLAND `— i5� �c� -- � y -' '� TO C/A _ _ __ � _ � 4 � r � N DB 2375 PG 540 � R = 6,890.�� R --_ �_ ,� � 3 P G I F -YIOA- POC Sta.14+23.88 = - _ Se = RET. EXIST. ETAIN PROP CO�C`5�' �— ---� a °2 5' R -L- POC Sta. 112+59.89 � E 9 �sF Bus I� DS = 60 MPH MONOLITHIC ISLAND � 5' R � --- � --- s � � � B + RE-�TA��----� CONC 5" � unoff = N/A ' PA � � � � c � o >> �F � MO N O L +S�6AAl.CZ � coac � � � � N LQ- I � �-�_� C �— J cn —�_ � � - 150' BAY TAPER MED. LT ^� '-� � � �� � ` � c � RETAiN � - �' r' ' RETAIN PROP�WW ADD ROCK +� RETAIh�t �1D REMOVE 15 +/- N ^ 400- 0-40 � 150-75-150 ��� � OF OU L�T END + I O I rJ� OS �— �� C�\ RETAIN SPECIAL LATERAL V-DITCH � FENCE CHECK DAM � ^ � O� �0 0�1 � SEE DETAIL 19 � —� c SEE DETAIL 23 + 73.40 080 1 r- � � 2' SPECIAL LATERAL BASE DITCH N O W EST. CLASS B RIP P \ 1 ^ I � H� LT SEE DETAIL 18 � W ~ O N .p SY GEOTEXTILE �� + I ' Ht= ~ 'O _ �, = ---- ------------ �� � � 150� MEDIA ' `� c c -- c --_- -- c — c N '� -L U 7 � + -- � �� � � N 7'APER r: > — c -- � �� ,o � � Z Dl�y� CP-III��� 0801 DI DI „ ��\ \ � �_ � -i- � O � 0820 0803 � \ �\ �\ M Q � � � 5" R P 15" RCP-III D�, R � \ \ O 0800 � � Z W ~ M 0821 080 � I N —' \ \�� \\�� R � �' �' + � �� �� � _ � � � �� �r 0813 - a — W --- -------- --------- 2G1 � __ , I L -- N ---- --- ----- �, - o - o �► � ' � 4 c/� � �� � \ _♦ � _- � M �� h + � V i ^ -___ � o� o .� ~ � 0 � \� I j / REMOVE M -- , � REMOV I 0815 � -- �--- �--- � --� o-- �— --- � �` o o D � oo � 150-35-150 � �► � + osib os» 15 RCP i� os� N W - L- P C S t a. 1 0 7+ 2 2. 6 5 M E N D P R O P �� To p��� r , i � ». 5 O S M � � .� Q= � WW FENCE �+ 40 R � °o �I. �S + = = - =- ^ '- � � _ - -, ------ -r ------ - --- � � o n tn RETAIN + 73.0� �— � 0� � C �� -�' O . `� �i � ��>_ �p- _��: RETairv ^ 79.2�iRRT PROP �C 5" o� M ,y --- � -- c _ � � os�a 55�, �v �r ��, � ..r,o,__ �► os� 300' TAPER � f MONOLITHIC ND 1 0� /� c �+ pR� LqNE �� + J Z F � c c P T APER v, �� + PROP 2'- " + 3 .75 � � �- -.a �� _ � , a j : Z I „ SPECIAL CUT V-DITCH CHcG EXI R�W �c'P .„ p F i- —� � C � Q 2 a � � , • �� � �j SEE DETAIL b �` ., + 36.02 ` �,. dl 2 �-� _� � � =�J . Q / ,�q �\ _ i °'� — � . . � � � � � `� �� 60 R+ 48.2 ? , + 70.00 ��� �..�� _---_ = cW ,• . i i ; ti °II � ��.�,��_ �.:� , EMOVE � 30 R K 51' LT N � c--- i r� � . a �.:: �'AQp��� . Q� 55 R � �Q � �+� 65' LT w � � ,!_y�a.� � .--.--�� � � G �1 a � �0 D�`_ � 4\ � ��S'�` � EST. 2 TONS CLASS B RIP RAP �� �L� � � /� �� �, � a�r' �� �O � HOP � � �`' EST. 7 SY GEOTEXTILE E `} p� E �\� � � � , � . o• „�o, zQ • / , �b � � �"� 3 � PK 30' R + 37 50 � ��� � �E� - . �� .� / � � �Q . � ,,.� � COLLAR AND PK . ��, �, c, j ��0�,` N , .• / o CITY OF HAVELOCK �/;: Q� EXTEND 0823 /''� `� p2 PK F 45� LT �\ -YIOA- / ' 1� � � //,., DB 2699 PG 244 � / 81 G D O DRAIN 65 LT q �� �"'•� � /•� ��K F, � CONVERT to J� /MH R Pl Sto 10+59.36 Pl Sta 14+48.44 C��'��OQ '� / • ���� R� STATIpN ��O 1' Fp� .� �°� 2 � �= 4° l3' S3.0" (RT) 0= 6° 48' S2.7" lRT) �� �- . � -? D= 5° 00' 00.0" D= l° 3/' 11.2„ .� / � � - �a � -YIOA- PT Sta.16+72.37 � / r TAi N' oo ' L= 84.63' L= 448.40' 4 . so9 08 T= 42.33' T= 224.46' . _.. + 61.05 �i,. � 27' RT �, �• COLLAR AND �� R= l,145.92' R= 3,770.00' INSET PROP 2� 6" �� � EXTEND �, � S e - N/ A S e - R C B E G. C � A & & G �' �o ro DRAIN � � DS = N/A DS = 40 MPH PROP WW � 30' R °2 F�, �3 �p Runoff = N/A Runoff = 62.0' FENCE TAIN ,' oz +45.16 rcy F ,= 1 � 140' RT ��HF ���S / WELLS WAYSIDE FURNITURE CO., INC FF �Y� 30' R 45' LT�O ��� DB 1028 PG 16 CONVERT EXIST. R�W S p� ��� ``' 60' LT ,. „ TO C�A N S s%�,q N 87 0/ 00.2 E \� i 1�1 I � FFr � 8�o H�cKn�,N boo 2 � Q� -� H I LL RD soo soo � � 200 400 400 24' 32300 � � 30800 34700 � � 38100 � PROPOSED TRAFFIC SIGNAL �CFC� —L— � 8°x �_:. �� US 70 Zbo� � .: , ,400 � TRAFFIC DIAGRAM ADT 2017 ADT 2040 �� -L- 000 US 70 � 4800 3600 620o pINE GROVE RD PROPOSED PAVEMENT REMOVAL FOR -L- PROFILE, SEE SHEET NO. 17 FOR -YlOA- PROFILE, SEE SHEET NO. 24 � z 0 � W � i � _ _ ; � �; _ --- j � _.__�J /� � � � i' � �� - � O N � � O 0 � T � O � r W QN � J z � � LJ� � z W J W = N U � � � ,� - � � CONVE TO C�� + 72.22 EST.2 TONS CLASS B RIP RAP ZOZ' LT EST. 7 SY GEOTEXTILE 2' SPECIAL LATERAL BASE DITCH SEE DETAIL 18 C R/R AS IMED BY NC DOT R/ AS CLAIMED BY NC D0T R/R AS CLAI_ M�NC OWNER �AS CLAIMED BY N� R TIE PROPOSED DITCH _ D—A D ROCK TO EXISTING DITCH � CHECK DAM � SEE DETAIL 19 ��� N � �� � C r �� � � �� �\ PROP CONC 5" � MONOLITHIC ISLAND 1 62�.5' R �1 � 4' FDP L ---• 1 SEE IN / I� r I � �--- n I �� � � o _— --- F O -i-' �, 550' LANE PK� / � DROP TAPER � + 82.66 13 0' RT �� � � TOE PROTECTION SEE DETAIL 41 EST. b TONS CL 1 RI EST. 65 SQ YD GEc –L– + 14.54 — 116.82' RT END PROP �MN FENCE CONVERT EXIST. R�W TO C/A � —L— R�P-IV ,;� . -- • — - EOT - I US 70 32'BST N I / E� �- I � � EOP /� J � i �=- � � � �- — --�J— ---- ----- � �� � :.�_--- -- — -- ..�— 1� Me ! ---- ,.� — r'1. _ _ _ — _ _ �{$ �tW —�1— — � EXISTING R/W ` ( I L� � .� -• �� x BM3 j I c� I I \ � I� S II GR PA E N D C/A � � I + 72.22 \ � --------� 130' RT -��'----- °�L- � I E N D P ROJ E CT R-5 516 � -L- POC Sta. 121 � 72.22 TUCKER CREEK TOWNES POA.INC •, DB 2592 PG 842 �� PC 'H' SLIDE 4-F&G � �s;� >.: �`,.'�� ` � �, � �� v���Ocx CITy C\ �Mf � � .. PROJECT REFERENCE NO. R-5516 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL 2 UNLESS ALL SIG TURES COMPLETED � s �9 � � O � lJ� � � � � C7 Prepared in the NC FIRM LICENSE No: F-0342 Office of: 701 Corporate Center Drive, Suite 4T5 z� � M Ralefqh, NC 27607 n � O (919) 854-6200 - (919) 854-6259(FAX) � M N '— O = NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DB 1550 - PG 641 PC 'F' - SLIDE 174E TRACT 4 -_ __ _� �� �� ; ; ._ , , � � � .� �. -., -- - ��,�,��---- _-- - a �: �_ O — � --M— — _ _ ----M—! ---------�1--------- ' " �.�,, — — — — — — Fo— — — — � �:._��� ._ 4�,,; �, Fp� ------------�1— ---- ���._ —.— — — — .— —. . `�;11 �-.. -�_ _-- -- . . -_- ' � � � � � � — - = � � � — — _ — � - - � �� ----�i— _ _— = _ -- = — — �_ -- ���� �-- — �' � � —L— �_ —� —� � _ � .� _ .����-,. _. . � s — �— __ — -- r — — �— — _ �� _ -- - - � —� — ` —� 1 -� ��------ --------s------ _8 1 , M — ------9--_ _ _— � -------_�— 1�. ---- -- -- -- M M -- — �i— �� ----- � _�. =�— — — — — — � — — — 1 _M_ _ _— — — — _ _ _ _ —M— _ _ -- _ _ _ M -- — ~ �8��� S I T o �— �X�X� � _ _ — — — � � � � FO LT — L� �X�X� =� 1� —:' � M _ � r t � 48' WW X��-�� __— Ft� � / i � a • � 8ST PA � • Sd r , � S � -L- Pl Sto l2/+72J8 0 = 23° 45' 4/.l" (RT) D = D° 49' S3.7" L = 2,857.39' T = 1,449.53' R = 6,890.00' Se = RET. EXIST. DS = 60 MPH Runoff = N/A \ 2' R \ I NSET M 8 � , � � � . O , 4' 18' R ^ �� 2 , �� 0 25 50 / � , I � C M, r" FOR —L— PROFILE, SEE SHEET NO. 18 � z 0 > W � I I �OP�ER TELEPHONE I I �' NO ASSOCIATED a a RECORDS FOUND I i A� � — — — 4P _P�s, _ 3F0- _ � j _ — -- 7 - � aOPE � -- — ---� � I � �Ir-�-tn�� � ' � � �� �'�� � �� � � � ���'� ,�y� , � � �� k ����� �' Z d CHRISTIAN G. NOLASCO, �,o �ssacoar�a N � Z � /��',... � �� � RECORDS FOUND � gz v, iQ a � �j �� / � � � � 0 m 0 � � � W � O� W -I- J � � _ � � � � W � W � � � m � w W O �.�..� %� O = O N w + Z�Z J M � = Q � V ~NW � N - � , •- --.�?� V TV '�a`�^�Q� � EIP P�� . . �EIP �, , � � a z� ONC�� � � 10'CON�� � � CONC � �� � � / ', � coNc , � 2 � v' HTR �' HTR W� �� - � �W �W wo s � NORb BAR RAS n� ' 1� ROBERT E. CO A EUSEVIA GAM m JEFFREY WEBER, O � _ � uXo DB 2142 PG 37 � ���'�-�9� � PC 'G' SLIDE 93-B ni. ■n■ e�� �nr n� n IQill P(_ id% � � � � /� �� �� � � � o: � , � %" � � � _ / ,� , � �'� ' / � v ; � � � � I � �9' EXISTING R/W � � � ; � � � / � / � � � � � � \ �,�� � � .o � ' i�/ �`' � � � � ' _ �w�� � � � / \��'c, _ �� _ — — — —�_�_ 55 � � �.�� ��P Qj / . G�� n. � , r q� ��� � M� � �� � � ss o 3 3 � � Fo o _ — T �. HDP E �'�'° tiS FO --- IS' HD ` I T� �� H� � EI -n 3P �' / �\ 98°C � _EC I � EIP �: EXISTING R/W EIP � � $ � ��'vC B UP 57 � � z � � \ � � \ S�� � • c� I ' 98. C � � I I oN � � ! \� � e I I � � a .��o ��:'_ �. � � �� � �— � �� o �30� & � 23� �ON� 8S� �. � / �� —LRA— Pl Sta 16+09.2/ Pls Sto l9+18.82 0= 89° 38' 18.4" lRT) 9s = l0° 50' 23.1" D= l2° 54' 16.0" Ls = 168.00' L = 694.63' LT = 112.2/' T = 44/.2/' ST = 56J9' R = 444.00' Se = 0.08 DS = 40 MPH Runoff = 168.0' SECURITY FENCE N �J� N � � � —LRB— Pl Sta 19+49.36 0 = 9° 40' 46.0" (LTJ D = i 33' S2J" L = 6/8.70' T = 3/0.09' R = 3,662.29' Se = RC DS = 40 MPH Runoff = l2/.5' �� wo � '` � �AIG `PERRY, �t ux DB 2313 PG 613 �PC 'H' SLIDE 5-F {'S ',�� W �?'7'9'�4'42' W ��-�3_55' � � � � 6't UX s DB 2796 PG 121 s�e PC 'H' SLIDE 5-F /,��5��2. _ F � �MICHAEL T. KUZNIAR ° et ux � � DB 2312 PG 293 ANTONIO B TRUJILLO. PC 'H' SLIDE 5-F et ux � DB 2663 PG 583 PC 'H' SLIDE 5-F k / � 1 c- -sneeeieo� w T rv-� ..i-��i C 7Q Pls Sta 36+13.64 6s = 4° 57' 08.4" Ls = 144.00' LT = 96.04' ST = 48.03' IN G. HOWELL, 6'F UX 2345 PG 852 'H' SLIDE 5-F � ;� , �: z . �' � s��„� . Pl Sta 17+02.36 � = 6° 59' 27.5" (LT) D = 0° 57' 17.3" L = 732J9' T = 366.55' R = 6,000.83' Se = 0.025 DS = 40 MPH Runoff = N/A � �� N GREEN CHAPEL MISSIONARY BAPTIST CHURCH DB 1661 PG 710 US GOVERNMENT PROPERTY DB 336 PG 26 —YEBOI— Pl Sta 45+90.66 0= 4° l0' 04.6" lRT) D = l° 25' S6.6" L = 290.98' T = 145.55' R = 4,000.00' Se = 0.025 DS = 40 MPH Runoff = 144.0' —YWBOI— Pl Sta 24+7/.35 0 = 2° l3' 28.6" (RT) D = l° 03' 22.1" L = 2/0.64' T = 105.33' R = 5,425.00' Se = 0.025 DS = 40 MPH Runoff = N/A S 84°01'08' W 100.40' NA p 83 �RI p NA 2011 PROJECT REFERENCE NO. R-5516 R�W SHEET NO. ROADWAY DESIGN ENGINEER �� °s �� t � � F I � 14 '` % / � . �`CRYSTAL S. COLEMAN � �' I j DB 3059 PG 61��� �� o � `\`�_ � � j � �, SECURITY FENCE SECURITY FENCE WILL BE PLACED AT EASEMENT DURING CONSTRUCTION SHEET NO. 10 HYDRAULICS ENGINEER DOCUMENT NOT�CONSIDERED FINAL UNLESS ALL SIGI�ATURES COMPLETED NC FIRM LICENSE No: F-0342 ��� 701 Corporate Center Drive, Suite 4T5 Ralefqh, NC 27607 (919) 854-6200 - (919) 854-6259(FAX) I ,_ r� r� m O W W �O= W + t� Z O J �i � =a� V ~ � W � W N FOR —LRA— PROFILE, SEE SHEET NO. 18 FOR —LRB— PROFILE, SEE SHEET NO. 19 FOR —YWBO1— PROFILE, SEE SHEET NO. 22 FOR —YEBO1— PROFILE, SEE SHEET NOS. 20 & 21 ALL D RIVEWAY TU RN O UT RAD I I ARE 10' UNLESS OTHERWISE NOTED N Z O > W � I p O � � W 0 W �W O �=/� W � vI ZO J�Z =Q� V�� QN W � N O � .. � 1 '�� FOUNTAIN OF LIFE MINISTRIES � DB 2765 PG 71 +25.00 � 12 0' LT PROP CONC 5" � � � MONOLITHIC ISLAND E � E — 3' SPECIAL LATERAL BASE SWALE SEE DETAIL 34 + 53.00 65.84' LT _ � � M � �� R C! SECURITY FENCE RIP RAP AT EMBANKMENT , SEE DETAIL 36 + 5�.0� 80' LT 3' SPECIAL LATERAL BASE DITCH W/CLASS I RIP RAP SEE DETAIL 17 � EST. 10 TONS CL I RIPRAP EST.50 SQ YD GEOTEXTILE - -- - - --- SEE DETAIL 45 STREAMBANK STABILIZATION CCT 7!1 TlIt�IC /"'I ACC I DIPDAP + 00.00 65' RT 90' RT NOTE: CONTRACTOR SHALL FABRICATE AND INSTALL ANTI-PERSONNEL GATES �ZZ' RT ON NEW HEADWALLS. GATES SHALL BE SIMILAR IN MATERIAL AND CONSTRUCTION TO EXISTING GATES ON 42" AND 48" RCP. INSET o- M�' �� . �'WBOI � �n 1' R 2 4' R o�� -I- + O 18' R 00 . � � �o 98' R + N -YEBOI- �► °° MONO. D �' �� + C. S N � 0 25 50 �A � � US GOVERNMENT PROPERTY DB 336 PG 26 / O� Q ,`O �� � O�P� i ic r�nvrosiursiT oonororv a"I�1�1���1���I���I�� -yoi- Pl Sta lI+OOJ4 �_ l5° 38' 32.9" ILTI D = 7° 5/' 34.2" L = 199.03' T = lOOJ4' R = 729.00' Se = VARIES DS = 40 MPH Runoff = 84.0' Pl Sta 12+99.16 0 = l5° 38' 32.9" (RT) D = 7° 5/' 34.2" L = 199.03' T = 100.14' R = 729.00' Se = VARIES DS = 40 MPH Runoff = 84.0' NC GRID NA� 83 NA 2011 r —Y02— Pl Sta 10+85.52 �= 8° 03' 09.2" lLT) D = 4° 42' S6.5" L = 170.76' T = 85.52' R = l,2/5.00' Se = RC DS = 40 MPH -YOI- PT Sta.13+98.05 END PROP WW FENCE + 00.00 81' LT �7 . ., �. �. �. PROJECT REFERENCE NO. R-5516 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 11 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIG TURES COMPLETED NC FIRM LICENSE No: F-0342 ���701Corporate Center Drfve.Suite 475 (919) 854 62009h� (919)2854 6259(FAX) E EXISTING GUARD HOUSE END CONSTRUCTION � MEDIAN V-DITCH SEE DETAIL 43 �TYPE IV OBJECT MARKERS �GUARDRAIL BARRICADE TIE EXISTING DITCH TO PROPOSED SWALE i .�v � _,�,. -YEBO1- + 60.00 44.32' RT 65.00' RT END PROP WW FENCE FOR -YEBO1- PROFILE, SEE SHEET NO. 21 FOR -YWBOI- PROFILE, SEE SHEET NO. 22 FOR -Y01- PROFILE, SEE SHEET NO. 26 FOR -Y02- PROFILE, SEE SHEET NO. 26 N � N i W � 0 O O �- � � FQ W �i = � � � Z � � �' � W Z �w J 2 � C I U Z 0 U . W � � � . j a . �� N • W� om . �o � Q 3 ' N Z J ' � N J W � 3 cn u, �:' o 1�1 � �, �, � . � � c'; � � •�� � � +�o � � :`� 45'LT � ,� ,f 60' LT + 41. 91 45' LT 60' LT + 41.88 EXIST R�W PINE GROVE RD 3600 � 6200 900� 2400 r 1100 2600 TRAFFIC DIAGRAM ADT 2017 ADT 2040 a � � N � � � � 00 r 200 2900 4000 MARSHA'S WAY CONNECTOR �-� �� . � �,_ . �- � ,_1�-ti:�' � !. -YIOA- Pl Sta 28+29.17 0= 77° 38' 38.6" lLT) D = l0° 44' S8.8N L = 722.29' T = 428.88' R = 533.00' � Se _ 0.060 ' DS 40 MPH Runoff = 126.0' �:: 19 I JACKSON HOLDINGS GROUP� LLC DB 2880 PG 879 � I TRACT 13 (TRACT C-159 SERMONS BLVD) ��c�, ��°� �-� t� � � �� � � � � � �` -. � \, � � g N NC GRID . AD 83 Nq 2011 1 � � � � � -YIOA- PT Sta. 3/+22.58 � � � � � - ------ --- -------- -�' , ��' -�� �� � ��� �- �� , /� ��R �' ��. /� ����� ��,�� ---f��"-�-- � `\\ \ .� ���� ��i� � -- ��i � �--�� \\�� �� \ � ,� , � �� , ,� ''�� - Soi� � �� ��� -�1-•, ��� �� �� �'' ��. ��� ��� �__��f" � �� i�// �� /// � �i� J��� / - � ' SPECIAL CUT V-DITCH i ,, � � �;, � . , , h / I SEE DETAIL 5 � -Y09A- f -YIOA- F � .� \ �---� i. SPECIAL LATERAL V-DITCH � SEE DETAIL 22 DCVIIV �,v�JSTRUCTION -Y09A- STA. 10 + 00.00 T Sta.10+00.00 = ; Sto. 27+14.3/ � / SPECIAL CUT V-DITCH � SEE DETAIL 5 G � / �202 .� / / n SPECIAL LATERAL V-DITCH ��, � J SEE DETAIL 22 + 00.29 �` G� / �0 6' R --- � � c 1211 ` R 60' LT R // Q�� �� � �( P +I � 2' FDPS � --- �� „ c� ' �__- � � o �c - G3,L�' � v �V -��. - � O / ` � � � ____ � / Q P� ' - c � ` ` � YI � 86°3 '09' E 18� EA T PER DB 1393 P lC) > -- --- - � - �I � -' > � N m ���(� _ �� . $: ' � � � - •F -- /+ 38.4 � 22' R 82.98 F - F -- F RETAIN F 55' RT p EXIST R�W `O E + 50.0 PROP 2'-6" +00.0060� RT C&G � 55' RT 70 RT + 88.51 GO N 84° �04� E 70' RT 320' T PER 60' RT o'-o ��� 3��� i + ��� N � ` . r �\ �� S s �o . I � ' �. Z � � �y %� N f o C;. N�„� � O �D Ic� � wo 'm LL �u; � � Ic°�.> �` � � � �DB ���P�t�98X` m o ' � � IIM � �� �.� X . , x-, �� u� I� � S 84 30 04 W �I II �5.00 o --� 16 'I �I I ��l �'�� 10 o I I/ o� � CITY OF HAVELOCK �, ��0,� . � DB 2699 PG 244 .�' � � ��� ti �� � �, 9 � � � � L� � �� �A� �ypO�� � . �� �� � m Q � -� � �'-- \ J ��. � m U . � W o � ;. ;� M l� �� �Q W o0 �� Z s','�m � -� • � . 48' CHL 20'DRAINq�Ed 244.8 . �;t �'"N� UTI��T yEASEMENt �._ A� ► + E__ _.�� � 40' R o ' ■ � o 'E �-� - 2' FDPS � � � 72s.3s� O p O '--- E � ____ F� - - _'�-� __�- F - �� L F F N � - _ 1201 � ��� � � Z� F __� F ---���_ - G R + (TYP) R c 3 TONS CL �' CHORD 'B' RIPRAP X 10 SY � � 6:�� �, 3 TONS CL 'B' RIPRAP +�4'.H� I � I GEOTEXTILE I L -F� 00.29 10 SY GEOTEXTILE 7O' RT i �-_; �- 60' RT ' + 82 .3 I_I \� __I �� SPECIAL LATERAL 'V' DITCH EjO' RT ( SEE DETAIL 22 I� � ' � -YO9A- SPECIAL LATERAL 2' BASE SWALE- j SEE DETAIL 37 � -YIOA- PC Sta. 24+00.29 Pl Sta 11+56.79 �� y' 0= 33 /0' 07.8 lRT) � i� i i D= 22` 55' 05.9" ; s, i i � i L = /44.73 ; N i i � � T= 74.45' + 2 7.06 �. � i o N� R= 250.00' 6 0' R T �j �� ��' Se _ 0.06 � �,a coNc � DS 30 MPH � ,� � O Runoff - 102.0 'I I I I I I � i ANDREW HICKMAN, HEIRS DB 375 PG 279 -�, PC 'F' SLIDE 199-A 17 �i i �� �i i �.1 I �. PROPOSED SIDEWALK FOR -Y09A- PROFILE, SEE SHEET NO. 23 FOR -YlOA- PROFILE, SEE SHEET NO. 24 ALL DRIVEWAY TURNOUT RADII ARE 10' UNLESS OTHERWISE NOTED 20 PROJECT REFERENCE NO. SHEET NO. R-5516 12 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIG TURES COMPLETED rreparea in Tne Office of: NC FIRM LICENSE No: F-0342 ��� 701Corporate Center Drfve.Suite 475 (919) 854 62009h� (919)2854 6259(FAX) �TC H��N� \ SFE p y�0q, �A/� S STq 3� � HEFT � � S0� o � 04 3 0 + 22.58 , 60' LT cV h / 3 8S 6 � SPECIAL LATERAL V-DITCH SEE DETAIL 22 � o° � � 1 � e� � � � � io� 1 6p,/ �' � U N 9` 22' 2/.7" E /' I +22.58 � 60' RT � PROPOSED "' 10' SIDEWALK t� � � + 50.00 j/ `' 115' RT � ' FDPS O �� / \ / � / � , / � +oo.00 %�/ � / + 50.00 105' RT � ��� 120' RT �� � SPECIAL LATERAL V-DITCH � SEE DETAIL 22 / `'X + 00.00 � �� cPs 85' RT CITY OF HAVELOCK � � S + 62.07 DB 3397 PG 476 / 60' RT PC 'B' SLIDE 131 /`' +39.36 �g � � 90' RT �4 ' 22.7��E 2 TONS CL 'B' RIPRAP � 7 SY GEOTEXTILE � + 82.34 + �, 60' LT - - Q+ \ i / � EIP �-v,j'�" �� i� ,, ON LI �i�� S��i� 1210 _- _ �+��n � --- ��� a� E 1 N SPECIAL LATERAL V-DITCH SEE DETAIL 22 SPECIAL LATERAL V-DITCH � SEE DETAIL 22 60.00' & 145.00' LT � -Y09A- PT Sta.12+27.06 PROP'OSED 10' S DEWALK �. .�` � � i e . I bp, nl 2 , � . . 60 � n � T �TCHLINE -Y09A- STA 14+ SEE PI q1�1 SH D0.00 EET 14 N � N > W � 3600 6200 �\ � \ � 19 � � Na � � � �` � JAC ON HOLDINGS GROUP, LLC . � 880 PG 879 � TRACT �(TRACT 9 SERMONS BLV ' � � �0 � � SERMONS BLVD 2400 � 2600 1 �� PINE ` GROVE RD 800� boo � TRAFFIC DIAGRAM ADT 2017 1200 ADT 2040 � 700 -Y11A- STA. 18 + 00.00 v LADESSA H.I �� DB 2151 PG PC 'G' SLIDE I '\ � ,� • `� / Fi,o p6' `r \�e A s, a � sy��o p� , 1�, ir,� p � _, MEL A NOLTE �� � � Q�y� DB 2 460 �o�' � PC 'G DE I G o1�� o� s n � �Q�' o �- 2 ������ �' o , � —Yl — PC Sta. l8+14.0 z � a 1 � , T .[� /' (/`�� \ � �\'�� „✓ �-4,� 'i10 T '� � �ps �� WAYNE (�°�ROM ,�� �� ,'h �� / � 00 °�� � M DB 2179�uX 234 .`��a �� /� � � �, o Pc + 14 . Ol ti�, °° \ bq ' r'� EXIST R�W ��+ o� � �' � � � ry� � �a. 2/+, Z �O 2 � � � t� � a m � O oN . � �� m / N 23°59'32' E 29.58' II5.00' I 4/ — S 23°59�32� w 140.00' N o� o� . N � m � N 23'S9'32' E 115.00' � o� � 0 0 0 O N � � m PROJECT REFERENCE NO. SHEET NO. R-5516 � 3 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIG TURES COMPLETED rreparea in Tne Office of: NC FIRM LICENSE No: F-0342 ��� 701Corporate Center Drfve.Suite 475 (919) 854 62009h� (919)2854 6259(FAX) '-�y `� 3 EIP � N 23°59'32' E S 23°59'32' W S 23°59'32" W S 23°59'32' W S 23°59'32' W � o'L -� � � ROBERT� D e ux n� � \ � DB� �5,�$�6 G� 3 ,� , 29.58' EIP II5.00' 70.00' EIP 86.00' 85.82' 73.18' \ p3 \ ��sh PC '�' �D 6-G '` •"� o d�' � BRYAN W. NICKLOW. �� � ,i k��: � . � SPECIAL LATERAL 'V' DITCH SEE DETAIL 23 °�-��`-r' _. .. � \ \ � ; � � _ �--- . � - 4.Q � � \ \� a � ��� 03 � P ,./ , \� �R� ./ \ pz �, .� " � � �' tl� � + 72.33 `' � + 98.65 0� \ , 40' RT � 6O LT SPECIAL LATERAL 'V' DITCH � �/,�� N� 22� 2�.7�� E SEE DETAIL 22 1301 0� ' R : R O N � '�� o � %--- �,�� � + / � R %�/ �O 26' v ~ Grg 2�� � R � � � p� �/ � � � o N M Ol �� O, N �' _ 1302 O� � � � � � � N � N � ,� �, 00 �A �O � N Q a �� + �2 o � Z� N l j/� �� 1303 Ol T� � � � R o, �\ � c i �N o � ROPOSED � � 0 SIDEWALK � � � � +22.14 I N� ,'�P.P�� R� � 3 TONS'cRTs' RIPRAP I � � 3`ZO 10 SY GEOTEXTILE I � —YIOA— PC Sto. 32+98.65 + 98.65 � � O 60' RT I O 0 TB ,� y? -� X ,� DUC B. TRAN � et u DEBRA L. CHIRICO 'ZO ' k a �• I� Z' � io.00, ' � DB 290 � I DB 339 RY OLFE. et u�. 9 PG �7 X 3� z � �s PC 56-G DB 3028 PG 660 PC 'G' IDE 156-G , N o � X � I � � � PC ' SLIDE 156-G N PC 'G' SLIDE 156- v� ISFD S � ISFD ', o� I I � I I ISFD f� X 3I �� � I � � I ISFD I. .. � o°^ o� o NCER � �- f�, ISFD lo m � ISFD o.�� 274 Z � I°'L c� � � I I � o rQ? X � �I �j I � a l � �"e rc •c• �uut i56-G � s wp o � N I P � z CONC C' � !� CONc ^ za�L€� -�r ux 3 3 0 � I � I �I .—�Fvrnu '= r \ JOSE Lp.B ON�78 �� �897 � N BRIAN L. WOODS, et ux � �� �N F�E�p o � � � AOVE . . DB 2258 PG 521 � N �I � AS PER UTI . a, �� . � � � 2, X � � PC 'G' SLIDE 156-G � � �: � I 0 R� oRD , PC G SLIDE 156-G r WD ���„�- 7f"x WDF.,� cfl � iTa J 7�• amr� 72' WD � — ����—�'�' �—,�4 � `. X x 72' WD � .� P<., �s9C � X��� — -� �q� � � - � — � �-- _-- �A�_ _ 2s.sa� ns.00� 40' R F — — — — — — — — — _ `� F � O � 48' �- - _ �, F _T� �_ -- � 30' R "' � o - /� F � � � � + �-�- GRADE DRAIN � j-n F o 0 0 0 o w � i n N � N 23 59 32J E .� o� � v N — � � 13 -p F � o o W ►� � � YIOA REMOVER -n �� O ��- � N �NS gLVD � �-----2�� + R � - � 30' R �� cn �� � � �� -Tt �J / SPECIAL LATERAL 'V' DITCH o REBAR � � N ,, �„�Ge' F 1307 p SEE DETAIL 22 � 1305 � 5 TONS CL B RIPRAP �p� r N SPECIAL CUT 'V' DITCH 14 SY GEOTEXTILE / - N SEE DETAIL 6 � �� -{- �jO.00 � c � �--� � � + � _---- � 60' RT _— _-- c �� � � —c �� � � � 1306 R CHORD � + 00.00 ��� ���` +2�.�� �. � 75' LT - 90' RT 2 TONS CL 'B' RIPRAP I� 7 Y GEOTEXTILE END CONSTRUCTION -Yl 0A- STA. 40 + 75.00 + 71.78 —YIOA— PT Sta. 40+7/.78 + 7� .78 ExIST R1w �� 60' RT Q -F�Y�- �� /�� —YIOA— POT Sta. 43+08.80 � v ` 2fl I v� `I I " CRAVEN COUNTY BOARD OF EDUCATION IIn SPECIAL LATERAL 'V' DITCH DB 1804 PG 654 i SEE DETAIL 44 � � i o 1� � � rn -YlIA- PT Sta. 23+6/.36 "� � � SAND INC.OF HAVELOCK I 0�602 I DB 1248 PG 575 + 61.36 I I (EX) (EX) I I PC 'B' SLIDE 131 75' RT I � � I SPECIAL LATERAL 'V' DITCH � C In SEE DETAIL 42 � I rn� I � , . :.�, � � � c°�3,, � � , I �� I� �� � � � �� r -;� I � I . � . I orn � + 61.36 75' LT 1� ��' � o"I � " 0 25 � � _�.,: , I �, I SAND INC. OF HAVELOCK :� • I Z� I DB 962 PG 795 I � �� � I PC 'B' SLIDE 131 ' � � O � � � r� � � � � � �� o I o I o / rn I I rn n MATCHLINE A -YIOA- Pl Sta 36+87.32 � _ /4° 37' 10.5" IRTJ D = l° 53' 27.4" L = 773J3' T = 388.68' R = 3,030.00' Se = 0.030 DS = 40 MPH Runoff = 63.0' -YlIA- Pl Sta 20+94.72 0 = 3/° 2/' 39.0" (RT) D = 5° 43' 46.5„ L = 547.35' T = 280.72' R = 1,000.00' Se = 0.05 DS = 40 MPH Runoff = 105.0' MATCHLINE A PROPOSED SIDEWALK PROPOSED PAVEMENT REMOVAL FOR —YlOA— PROFILE, SEE SHEET NO. 25 FOR —Y11A— PROFILE, SEE SHEET NO. 25 N O W � 0 0 � + � N � � � � w N = I N a oZ �� � W ZW J N _ V H � MARSHA'S WAY IIACDC�NALD \ BLVD 300 600 �RAFFIC DIAGRAM ADT 2017 300 ADT 2040 600 �::.---- -- MACDVNALL _� BLVD MARSHA'S WAY �" r1 A I I� I C�"Tr1 D Pl Sta 25+06.17 0= 8i 24' 49.0" lLT) D = l6° 22' 12.8" L = 497.33' T = 30/J2' R = 350.00' Se = 0.06 DS = 30 MPH Runoff = 102.0' S 02°39'16' E 56.44' � � � � � � ,� ,� # �; � � � ��� � � �I �I � � � f�V�OGK �ITY LIMITS oM� N I°2f'�35' W �, c ,, �I �.31 �I � � � �179�0' � � % ` � -� Z 6+7,0 � � � '� � � �I '�I �I �I -�I �I w' I \ �I � �I �I ,� � � � � � a w � � � � � � - n � � � 18 � � .� � � �I O ti e N � � �'�. SAND INC.OF HAVELOCK �( � � �I � �o�,� �I �I al '��-� PC I B' SLIDE535 � � � � � � � '� � � � � �I �� � � � � � � � � � � � � �I '�I '�I '�I �I �I � � � � � � � � � � � � � � � � � � � � � � � � � � �� _ \�� � � � � � � � y � � N �a �z c� U M Z � 0 Q \ z � \ � �� e � �...,, `p \ % � Z �. // �� _Yo , � � �� ., e � 9A- Por i�� Sto, 7 3 n� � s�. ,,� _�� -Y09A- STA. 26 + 71.86 2' LATERAL BASE DITCH �� W/EST. 35 TONS CL. 'B' RIP-RAP AND EST. 340 SY GEOTEXTILE CHERRY BRANCH, LTD SEE DETAIL 26 EST.1950 CY DDE DB 1478 PG 66 PROJECT REFERENCE NO. R-5516 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 14 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIG TURES COMPLETED NC FIRM LICENSE No: F-0342 ���701Corporate Center Drfve.Suite 475 (919) 854 62009h� (919)2854 6259(FAX) END CONSTRUCTION ECIAL LATERAL DITCH W/CL-I E DETAIL 31� I ��/ rn 2 TO 'B' RI ,{�7 SY GEOTE� 'I +35.00 W +I 95•� � M �, 60' RT E � °' 80' RT o � � 100' RT "Q' 130' RT � � � U � � _ es. � 55.00 � 0 60' RT ". � � 100' RT (j � V . I— � a i- N Q ,� U �q Z w �� `O 0 STREAMBANK STABILIZATI EST. 34 TONS CLASS I RI W/75SY GEOTEXTILE EST. 15 CY DDE ON STR BANKS ONLY PROPOSED SIDEWALK FOR -Y09A- PROFILE, SEE SHEET NO. 23 '.00 ' RT