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Home My WebLink About20170666 Ver 1_B-5373 Union May 30 2017_20170530STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR May 30, 2017 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Crystal Amschler NCDOT Coordinator JAMES H. TROGDON, III SECRETARY Subject: Application for Section 404 Nationwide Permit 13, 23, 33, and 401 Water Quality Certification for the proposed replacement of Bridge No. 44 over Long Creek on SR 1435 (Poplin Road) in Stanly County, Federal Aid Project No. BRZ- 1435(9), Division 10, TIP No. B-5373. Debit $240 from WBS 46088.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 44 over Long Creek on Poplin Road (SR 1435) in Stanly County. Bridge No 44 is a low-water, single span 41- foot long bridge that is considered structurally deficient and functionally obsolete. The replacement structure will be a single span, 65 foot-long low water bridge replaced in the same location as the existing structure. Traffic will be maintained on an off-site detour during construction. Impacts: There will be 971inear feet of permanent impact, by way of 72 feet of stream stabilization, and 25 feet of riprap embankment. The 72 feet of stream stabilization is not considered bank stabilization because the riprap will be keyed in at the banks of Long Creek, and considered a"channelization activity" pursuant to the Nationwide 13 General Conditions. Since the new bridge will be a low-water bridge, this type of stabilization is required due to the "down-forces" that the banks may be subject to during high flow/ overtopping events. The bridge will also be secured to the abutments to prevent uplift. The remaining 25 feet of riprap embankment will be placed at the outlet of the base ditches at the edge of Long Creek to prevent bank erosion. This impact is considered, and is consistent with, ditch outlet bank stabilization. MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF 1i2ANSPORTATION F[iC: (919� 212-57H5 1 OZO BIRCH RIDGE DRNE NATURAL ENVIRONMENT SECTION Customer Service: 1-877-368-4968 RALEIGH NC 27610 1598 MAIL SERVICE CENTER Website: www.ncdot.gov Rnr.EiGx NC 27699-1598 There will also be 52 linear feet of temporary impacts for the above mentioned activities, by way of 15 feet of temporary de-watering for the installation of temporary dikes, 10 feet of temporary impact to install the stream stabilization, and 27 feet of temporary impact to install the riprap embankment at the outlet of the base ditches. Mitigation "Debit Ledger" mitigation is available within the same HUC as the project site. The Afton Run Mitigation Site is located in Cabacrus County within the USGS hydrologic unit 03040105 of the Yadkin Pee Dee River. NCDOT restored the 1,013 linear foot stream site to mitigate for unavoidable, jurisdictional impacts associated with TIP U-2009B. 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 03040105. Table 2 indicates all mitigation debits that have occurred per regulatory agency approval. In order to offset unavoidable impacts to B-5373, NCDOT will debit 72 linear feet of stream mitigation at a 2:1 ratio, totaling 144 linear feet. Table 1. Mitigation Quantities Approved HUC Mitigation Type Starting Amount Additional Notes !03040105 � Stream Restoration 1,013 � Table 2. Mitigation Debits Mitigation Type Debit Amount Status SITE TIP Notes ' Stream Restoration 752 Close Out � U-2009B � _ � ; � _' _--___' . T _'_- ; Stream Restoration 144 �Close Out � B-5373 �72 feet of impacts at 2:1 ratio Please see enclosed copies of the Pre-Construction Notification (PCN), stormwater management plan, permit drawings and design plans for the above-referenced project. The Progratnmatic Categorical Exclusion (PCE) was completed in September 2015 and distributed shoctly thereafter. Additional copies are available upon request. This project has been identifed as a candidate for acceleration, and be awarded once permits are received. The current schedule calls for a letting date of February 20, 2018 and a review date of January 2, 2018. A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please contact Michael Turchy at maturchy@ncdot.gov or (919) 707-6157. Sincerely, � ��;� Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Standard Permit Application Distribution List Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification PCN Form A licant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 13, 23, 33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: B-5373 Replacement of Bridge 44 over Long Creek on SR 1435 (Poplin Road). 2b. County: Stanly 2c. Nearest municipality / town: New London 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state g_5373 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.: 919-707-6157 3g. Fax no.: 919-212-5785 3h. Email address: maturchy@ncdot.gov Page 1 of 10 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 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): n/a 1 b. Site coordinates (in decimal degrees): Latitude: 35.409440 Longitude: - 80.258337 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: Approximately 1 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Long Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Yadkin-Pee Dee River Basin 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The primary land use is farmland with maintained disturbed homes and small businesses dispersed throughout. 3b. List the total estimated acreage of all existing wetlands on the property: The project study area has been reduced and wetlands are no longer located in the project area. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Approximately 130 linear feet of stream exist within project study area. 3d. Explain the purpose of the proposed project: The purpose of the project is to replace a structurally deficient and functionally obsolete bridge, built in 1961 that is approaching the end of its useful life. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 41-foot long, single- span bridge with a 65-foot long, single-span bridge replaced in the same location as the current bridge. Traffic will be maintained on an off-site detour during construction. Standard bridge and road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 3 of 10 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 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type 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 Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length (linear number - (PER) or jurisdiction stream feet) Permanent (P) or intermittent (Corps - 404, width Temporary (T) (INT)? 10 (feet) DWQ — non- 404, other) Perm Temp Site 1� P❑ T Riprap Long Creek � PER � Corps 37 25 Embankment ❑ INT ❑ DWQ Installation of � PER � Corps Site 1❑ P� T Riprap Long Creek 37 27 Embankment ❑ INT ❑ DWQ Site 1� P❑ T Stream Long Creek � PER � Corps 3� 72 Stabilization ❑ INT ❑ DWQ Installation of � pER � Corps Site 1❑ P� T Stream Long Creek 37 10 Stabilization ❑ INT ❑ DWQ Site 1❑ P� T Installation Long Creek � PER � Corps 37 15 Impervious Dikes ❑ INT ❑ DWQ Permanent = 97' Temporary = 52' 3h. Total stream and tributary impacts NW 23 = 72° NW13=25' NW33=52' 3i. Comments: Page 4 of 10 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 Permanent (P) or (acres) Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 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 (acres) Pond ID Proposed use or purpose of number pond Floo Filled Excavated Flooded Filled Excavated Floode ded d 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: 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 im acts re uire 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 (square Zone 2 impact Permanent (P) or for Stream name mitigation feet) (square feet) Tem ora T im act re uired? 61 ❑P❑T ❑Yes ❑ No 62 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The new bridge will be replaced on the same alignment as the current structure, thus minimizing the project footprint. Also, an off-site detour will be used during project construction. The bridge will be replaced with a wider structure which will allow for a larger hydraulic opening. The new structure will be considered a"low water" structure similar to the current structure. NCDOT examined raising the height of the bridge, but costs and environmental impacts became cost prohibitive. There will be no direct discharge of stormwater into Long Creek. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving streams due to erosion and runoff. 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 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) TyPe Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: Page 6 of 10 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. See attached cover letter for description of use of Debit Ledger mitigation. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer ❑ Yes � No that requires 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) 3 (2 for Zone 1 Catawba ) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 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 ❑ 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 government's 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: N/A 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 Page 8 of 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: - PCE completed September 2015. 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 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. 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 9 of 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � 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 website: Schweinitz's sunflower- No Effect, habitat present, surveys: 8/27/�013, 10/19/2015 Northern long-eared bat: NCDOT has determined that the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule, codified at 50 C.F.R. § 17.40(0) and effective February 16, 2016. NCDOT may presume its determination is informed by best available information and consider Section 7 responsibilities fulfilled for NLEB. Per protocol, the 4(d) consistency determination was sent to the USFWS on 10/21/2016. No comments were received. 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? 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? 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: 8c. What source(s) did you use to make the floodplain determination? approved NEPA document cPhilip S. Harris C.P.M., P.E. -��- os-3a -z�►� Applicant/Agent's Printed Name Applicant/AgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant Date is rovided. Page 10 of 10 � ��,��k��. North Carolina Department of Transportation 41tDL'111t�':�Rt'f Highway Stormwater Program �' � STORMWATER MANAGEMENT PLAN •-- � (Version 2.07; Released Octo6er 2016) FOR NCDOT PROJECTS WBS Element: 46088.1.1 TIP No.: B-5373 County(ies : Stanl Page 1 of 7 General Project Information WBS Element: 46088.1.1 TIP Number: B-5373 Project Type: Brid e Replacement Date: 3/28/2017 NCDOT Contact: WILLIAM G. (GALEN CAIL, P.E. Contractorl Designer: JEFF RECK, P.E. Address: HYDRAULICS UNIT Address: MOFFATT & NICHOL 1590 MAIL SERVICE CENTER 4700 FALLS OF NEUSE RD, SUITE 300 RALEIGH, NC 27600 RALEIGH, NC 27609 Phone:(919 707-6711 Phone:(919 781-4626 Email: qcail(a�ncdot.qov Email: jreck(a)moffattnichol.com CitylTown: Albermarle County(ies : Stanly River Basin(s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro ect Description Project Length (lin. miles or feet): 0.086 miles Surrounding Land Use: Agriculture, Woods, Pasture Proposed Pro'ect Existing Site Project Built-Upon Area (ac.) 0.3 ac. 02 ac. Typical Cross Section Description: 11' TRAVEL LANES. NO SHOULDERS ON BOTH SIDES OF THE ROADWAY UNTIL 9' TR.4VEL LANES. NO SHOULDERS ON BOTH SIDES OF THE ROADWAY. 18' 6" BRIDGE APPROACH SECTION WHICH HAS 4' 5" SHOULDERS. 33' BRIDGE OUT TO BRIDGE OUT TO OUT OUT. Annual Avg Daily Traffic (veh/hrlday): Design/Future: 223 Year: 2018 Existing: 314 Year: 2038 General Project Narrative: The project will replace Bridge #44 and its approaches. Bridge #44 crosses over Long Creek on SR 1435 Poplin Road between SR 1426 Harwood Rd and SR 1438 Kendalls (Description of Minimization of Water Church Rd in Stanly County. The proposed replacement structure is a 70' - 24" cored slab with 4' caps with a fill face to fill face length of 72.6' and a clear roadway width of 30' Quality Impacts) 10". This structure provides for 2- 11' travel lanes with 4' 5" shoulders. There are no wetlands present with the proposed limits of construction. Riprap bank stabilization at the end of proposed ditches and on the banks under the exisiting bridge will result in 97 linear feet of permanent stream impacts. STORMWATER CONTROLS: The proposed bridge project does not utilize deck drains. A stormwater inlet at station -L- 13+19 LT and at station -L- 13+00 RT collects runoff from the bridge deck and discharges it through pipes to riprap outlet pads located in ditches which flow into Long Creek. Waterbod Information Surface Water Body (1 : Long Creek NCDWR Stream Index No.: 13-17-31 NCDWR Surtace Water Classification for Water Body Primary Ciassification: Class C Supplemental Classification: Other Stream Classification: Impairments: copper (Cu) mercury Hg Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Brid e Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e 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) � � •� � V � � O V A % �O ,_S 5� , . �EGIN O ^nP"° _ a� j TeqkhOV o � PROJECT \ I o> y��%��r �i�l y�� FRp �� Z . A4\.__. �� I �� '� 5R � K RD SR 7435 POPLIN R� ��F�VQ S �- t O�P��C SR.__ _`_-�___ _. � �� 9<<s��a�y, � I �. � � Wr .,• NGR ; �PIY� . (i' END • Cy ROJ...__. ..__' ._ �ENDfR50N �'� PROJECT �� '" � Ro a 2 �h PO�• O �f - • SR l• qUSiIITRp . • ' QJU �. 2 ... . , �� • . � . �� /7 ' `. Z N . 4 . `h III P ,z, _-�oo/ ' .,�., �pUS'IIN-RO p��' s p r/ / Iy 2 ,� O( .'P 'a oo y'�'. Q,'E \ SR 1458 ��( � '`, pd �yF 11 trmJ L�`� SPRING�ALE R� �1.- R�p _ 5y�32 pe�0 �)}-�- r�F , o ti0 SC-,2y � .. � � . P,P . O �.�P p�E � ��/' . PO � � P�e£fth�M�SS 2�7' - � c\� OFF—SITE DETOUR �—�—�—�—� VICINITY MAP (NTS) 5�'��'1�C �IF�' � ��1-� ��'�� I ' ��,l��s� I� � `�' � � lI � �°�,� �� 1F" J�� lI �� i I � �'`� -:�-� � STA1�lL Y CO U1�lTY LOCATI011t: BRIDGE 1V0.44 0111 SR 1435 (POPLI11l RD) OVER LONG CREEK � TYPE OF WORK GRADING, DRAINAGE, PAVIIIIG, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT -L- STA.11 + TO SR 1426 � (HARW_OOD__R�i --- $R-1435 -- --- / , _ _ - - ---- EpOPLI�I- RD}- - � --__ - i j i% -L- STA. l3 +33.70 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES '' CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III END BRIDGE -L- STA.14 + 06.30 PERMIT DRAWING SHEET 2 OF 7 END TIP PROJECT B-5373 �Ol —L— STA.16 + 05.00 GNV�GN ,�3a `��NOP�,�,S ::>.� ,�� S� .- /� '' ,, DOCUMENT NOT CONSIDEPED FINAL NCDOT CONTACT: GALEN CAIL� PE UNLESSALLSIGNATURESCOMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH l'repa�ed for NcooT ln tne offlce of: HyDR,9pLICS ENGZNEER 1,11moffatt & nichol ,", 50 25 0 50 10o ADT 2018 = 223 , F ' — ADT 2038 = 314 LENGTH OF ROADWAY TIP PROJECT B-5373 = 0.072 MILES �� n ��E�; i,.: � oi �� moffatt & nichol ,�� u�i��4,� � i� �� K= 13 % LENGTH OF STRUCTURE TIP PROJECT B-5373 = 0.014 MILES zaiz srANonnn srEcrFrcArronrs /'°:>° �7 .� PLANS �' G D= 60 % TOTAL LENGTH OF TIP PROJECT B-5373 = 0.086 MILES P� � ,,� � §icN.lr"riRe, �, � 50 25 0 50 i00 T- 12 %* RIGHT OF WAY DATE: TIM R. REID, P.E. ROADWAY DESIGN � :� V= 40 MPH FEBRUARY 24, 2017 PRo�aer sxcrxEsx ENGINEER �a� �� PROFILE (HORIZONTAL) * TTST =1% DUAL 11% " `'� � �� /�� ,,��,��,,;, 10 5 0 10 20 FUNC CLASS = LETTING DATE: TRENT E. HUFFMAN, P.E. moffatt & nichol LOCAL FEBRUARY 20� ZO�H PROJECT DESIGN ENGINLER PROFILE (VERTICAL) SUB-REGIONAL TIER PE S7GNAT[iRE: , SKETCH SHOWING BRIDGE RELATIVE TO PROPOSED PAVEMENT BEGIN BRIDGE 1 END BRIDGE -L- STA 13+33J0 -L- STA 14+06. / BEGIN APPR SLAB � I� i -L- STA 13+23.00 � END APPR SLAB � C L- STA 14+V,00 C � � ' GRAU 350 (TL-2� �F SYP III j . --- �PE III � F � rl � FG'nAU 350 (TL-1'� ` „ - -_ 11' - - - F � GR4U 350 �7L-2� F GRAU 35D (TL-2�. �T PE II� '(�,� j'�. TVP€- II! F - —� _� C , ,`�4C�. i � . ��' � + STRUCTURE IS IN A HORIZONTAL CURVE. : � : . OFFSETS WILL VA2Y. � DETAIL A DETAIL C DETAIL E SPECIAL NT DITCH SPECIAI CUT BASE DITCH SPECIAL CUT BASE DITCH ( Hor ro srolol I Ho� io s�oiel ( Na� m s�oie� oe�n Nm�,ai I �- � \ sm� siove G.oune ? 1 O 2p� �e� Graund F Her ' p 1"F�d�te� 5.°o Ground 2.� p ry.� 1',f�. I� �rye.f � g Min. D = 1 F1. - Min. D= 1.0 Ft. u Min. �= 1 Ft. '�"� 8= 3 Ft. B= 3 F. b= 5 Ft. FROM -L-STA.lIi-75 TO STA_12+34 RT FROM -L- STA. 12-73 TO STA. 13+10 RT FROM -L- STA.12+50 TO STA. 13+10 LT FROM -L- STA. 13+10 TO STA. 13+g0 LT FROM -L-STA.14+�39 TO STA 14+75 LT DETAIL D DETAIL F DETAIL B RIP RAP AT EMBANKMENT LP.TERAL'V' DITCH SPEQAL L4TERAL'V DItCH W/BERM �No„p s�„ie� INo•m s�oiel � Ho� o scc e� x m��. � � eniN I'. oh�n -' i_o�m��. � Z� �,o� d 2 � i�hi si�oae �_ ,�1 °� - F'AI Grode -� p 1., u.al ry` z�o. p F��e` S�ox Min-D�- 1 Fl. Grouncl = GEOTf%TILf -' �NW5=n83.0' b�- 5 Ff- Min.D= 1.0 Ft. Ty0eo4t'ner= CIIIRi�Rap -BOTfOM OFBANK Geo�exi le= 5EE BELOW FROM -L- STA. 14 �r 07 TO STA. 14 �i� 39 LT FROM -L- STA. 12-F34 TO STA. 12+73 RT FROM -L- STA. 72-90, 27.2' RT TO STA. 73+29, 46.2' RT; 60 TONS CL II, 65 SY GT; X=20' FROM -L- STA. 13+61, 31.7' LT TO STA. 131�87, 43.1' LT; 40 TONS CL II, 45 SY GT; X-19' FROM -L- STA. 14 I 04, 33.0' LT TO STA. 14 i 28, 32.5' LT; 35 TONS CL II, 40 SY GT; X=21' PROJECT REFERENCE NO. SHEET NO. B-5373 PRM-2 RNJ SHEEf NO. �% ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,,,,moffatt & rilchol -,x PERMIT DRAWING o � `�' O SHEET 3 OF 7 . - . ( I i� _ .. � . I ' i . � - ��,; " � �� -� � � I � � i � i i I�� I �� i � I� �� ; � -L- POT Sta. 20+26.55 � � i (� �� "� ii� � � �� i . 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' � � � ' �r � `�v1 w� � �1 c �� xr�4 y � � � /,i, �' 'i y�� '�.� L/,�i - - �.� sirei � ��o./, /i C" . /;�� .�� I� �� 1 1 1 1� i 1 1� 1 11 1 s 1 1\ �.��' / STREAM STABILIZATION f, � . �� i �� I I �%j l :�� liC �I � -.. � I I _.. u & IMPACTS IN i� �. �' / �/ / % . �j : C� /� /� � . 1 ` /; i d 1 1 1 1 'Y 1� i t� � � FACE WATER REM, E%ISTING / �,� ��C' / I �� 1 y. � - s_ � �� I I j� � / siiE t 5uR BRIDGE /, i � pti' F � / ' � �� \ • �� jI' (I� � I I.' � �i� l� 1 1 1 6. � i 1:k i 1 1 's Y I I � RIPRAP ENOhNKMENT . �j(,� � � �� •. , I I ! ,' ,�! 5't I I "'�I I 1 , , / „ & IMPACWS W . . . �� / �. I / l I � � � .. 7 i 1 i 1 L. } .{. 1 :k k � :k i '. � �S SURFACE AiER . � .. /��/ �/ � ./ � � � � / � y, / / � ( .a ltlle . � ' i / - � � � I ` � i� �1- 'x 1 �e 1 � �J. -i- �� ( . �/ _. . . � � i/ � � � � � � � �j �� ) ��`r � ��l �i ,� � � � � a � � 1 � � � � � � - � �. � �/ � � ��L- PRC Sia.�l5-t63.49 �� I�� `�V`�' � � li� i ,!1��1.�,� � l�l��l�l�fl� �� . � yi- � . � � � � % . � . -1 � i� ' _ .� �� .� � �I � . � �' �� / / h, ��, �. ,f ,. I II �'a'II..I` �� . �1� 1,r�Y11�11- , %��,I � I, - � , ., / I � _ . / /-� . I �ii7 l� i /;�� 1 � r 1� 1 i� i s� k� � i I �',�� * ��r� �� ) ` �Y 6� j �� r � � , �� ;;h I,/ , ., �, �� Y� ��1_ l ��°it �_ � '� �� 1 I l � -�� Iln � �� , � / � / / ' � % DENOTES IMPACTS IN � I � i C I I � f///�I.I _ �I � � �i ,� � � � r � 4 t 1 i � ' I � ,II, i ,I. �Iil . / ��. —1 = . � SURFACE WATER � I I //�//�J % � �,// J � I . I � I i I/f��,y ,� /� �' � � ��1�� I I�,('iilVIi � i /� �� /(f �/� I. (II� I �I I ; �1,�/ , /.� :� i r 1 1. l. �.4 - I _ I�'I II Ni ,i�'.�1 ,'� � , � OENOTES TEMPORARY /.' ��/ / ,� _ , �.l, { f : / � � y, _ 'O� � 1 � I Ii`I�I 1 v �_ IMPACTS IN SURFACE WATER � I��I / f� � .� / II r� I�� . . � � � � � � � � i r r � �� r,�''�' � � � - � � i ��i / �/ °-' � � � � � � I � � 1 1 1 1 J� i 1 O I � ( ��J I . � /`-� / � I�� / �� - /'' / i �' - - � i � _ . I � I �' � �' ��, } 1 1 1- f i � i - � � ��1 � (l(� � y:.. � ' ' ' `, � �`" �/�_ � _ /, �� i i_'--�-� '�. / - - � �_� iI � g�,fi�1��y �i � � �� i: 1 k t. 1:4 :� - _ �� I il I� �� 1 i 1 1 Y - � ��II � ! E•r 'Y �z t 1 1 � �. I�v I I� / � i Y' 1 Y �J 1 �! �a //�/ i� I ;�� Y Y i i 1 � I � m1�1: t� i 4. .I / �/ � '�� .z � s � , �/ � ' s Y�; �i � � � s� . / ��u� � . ,, � f � � � a � ,�a�� li,n1 f } � � = '�;�iG g,i � � �. �.,;'// � I � � �:4�1 �� i' . ��1 �� j;' i /� � � I � . . ' � ,J j '� I�l ' � � ;, � �� - r` � I�� PROJECT REFERENCE NO. SHEET NO. B-5373 PRM-4 I' RNJ SHEEf NO. �{ T E M P. I M P E RV I O U S D I K E S ROADWAY DESIGN HYDRAULICS I j / ENGINEER ENGINEER & TEMP. IMPACTS I N —' �� i o� SURFACE WATER ;; �'� ,�� %� � P�� / _ � SITE 1 , R I P RA P E N BA N KM E N T . ,� � DOCUMENT NOT CONSIDERED FINAL / . UNLESS ALL SIGNATURES COMPLETED �� J � � . i � ��moffatt & nlcnoi - - C / i S U RFAC E WATE R ,-' -' PERMIT DRAWING "' SHEET 5 OF 7 S�� - � � — , -�� ,�� li�;�_li � -; � � _ ,� ��, _ , -��-� �� _� �� - _ _r,, - �, - - ,�_,_, C _ -- , _ - - `_ C ---- C �-- --� i i— � ; \ � � � I a I � �I i I � � � f t� `� � �� - - � \ — - ,` -,, --- - �- _ � � � — \ ; � — —,,— ,, — �% � , \ \ ' � �/ —\ \ z / - -� � �� '��'�-� � V � J' J 1' _, 1' � � � � � � y ;� _ � - - � - - � � o � � , � ;_� _ � — � — _ �� —� -� — �� ,, ,� ,�__, � �: �� w �� -�'�-�� r y t �'� _ -- � � � � � /' ` ' _' <, � 1 �, .�_ u � ,Y u V u Y 'Y, Y '��' � ,�— � �� , � --/ i �i V, Y — — - �— � -�� - — � �� -;�,, � _ _ , ,, -�— � --- _ _ _� � _ . � � 1 �� ,� _ _ - - - T B 2 G I v � �-�' � �,�� ,�� - -- - _ - - _, � � i, �i, ,, i - ,� � � . .' -I' I / _I., 1 V _�/i I ,/��" � �. TB 2 GI ` �� — — — — — — � �� u ��- — — -- — �� a��,� � �'- — � _ _ — — — —, , � �; -- — _ � -- — — — � �— —_ �J �; � �� j_V_� ,I�I_� � ��-� ��,-� �� E a � � I i V l � I -�'� - �'� � —�� - � �' � --- � — , � _ � _ -, -� , ,— � �� --.- Y � i—�i_ I l,,� V�I � �' Y I' Y V �'� I` 'i� J �- � — , - — — — � — a , ,,� o � �_ — � �V_ Y �' �' � � � - � �-� � , ,� � � _ � � �� _ �_ ��—� � ; , �', -_— � � � _ -__ � �_�- '' _ - - _ `, % �— —_ _ �� l� . � � - � �; �' �� SITE 1 T S STREAM STABILIZATION � & IMPACTS I N � SITE 1 SURFACE WATER '� RI PRAP E N BAN KME NT ,,�-� �� ,' .�� & IMPACTS I N `� SURFACE WATER -� — _ '�Q� � �C.' ,, � (�� DENOTES TEMPORARY _ �� \ � IMPACTS IN SURFACE WATER � � �� Iy �J � - i � DENOTES IMPACTS IN u. , �, ��ti � � SURFACE WATER N� �.�, � . . . '. ' . . . . ' . . . . . . ' . . . . . . ' . . �' ' ' ' �' ' PROJECT REFERENCE NO. SHEET NO. 610 I i 8-5373 PRM-5 � ;.__ --i _ _ _ --'� _ _ _ _ _i--- _ _ . _ - ------ '-- � � . . . . �. � R GN I ....... .........I...............�..... .........�.....�.... I ....... ... . . . � ....... ....... ... ._ ....... ....... ....... .. i .. .... ENGINEER ENGINEER .... . .. i.. . �.. _. � . .' � . II . � �i i. i. . .. � . ._ : ' ' '' i-- L— '� � �� I _ 600 I � i I � I � _ I � � I I � � _ , � , , � , i � � � I. � _, _ _ L. , _ _ I I , : ; I '�, I, ' ; �I �IiI , � ,, , �, 590 � �, , , - i � � � � � � � � � � DOCUMENT NOT CONSIDERED FINAL ; II II II_ I I I �II,� i� � _. . . . . . . . . . I ! I �. UNLESS ALL SIGNATURES COMPLETED 580 � . . . . . . . . . . . . � . - -- � �� I,� � � � ' � . , . . . , . . �. �. . , .. . , ___. �____..__.__..,,,,mcffatl & nichcl - . . . ... II I � II III I II . I ��II II 'I II � � : .,� . „ ��c . o� ..., li.r= i F i� _ ; � I BRIDGE HYDRAULIC DAT A P E RM I T D RAW I N G I i i il i ' � ii i ii ii� �i I ii ' i 'ii �Ii i ii DESIGN DISCHARGE - 5 70 I --- DESIGN FREQUENCY = 2 O YRS ----- -- S H E ET 6 O F 7 iI _...:...... I� + + i I � � � � I � � � � �' DESIGN NW ELEVATION = 490.0 FT � I i � i � _ i� � � I I I� � � , � �, I � � II I -_...... BASE DISCHARGE �FEMAJ = 4806 CFS � �� 560 I I I easE FREouENcr rFEMa� _�oo rRs ' S60 _.. -- BASE HW ELEV.(FEMA1 = 495.54 FT ---- --- i � I II I I� � II IIII BASE DISCHARGE (NCDOTI= 4500 CFS i I i i i�� I I � j � I� i I��I i I I I I BASE FREQUENCY �NCDOTI = I00 YRS - -_ - i - � 550 .- : � i lil � 7- I r 7- r � il I�; I - r 7 i'� 7 I � � I I� � , 7 r' �� _ 0 ERTOPP �GEDISCH� R6E = l89 640 CFS _: i�i 550 -r �u u� uu � � � i --�i -- - - � � -- -- . - � �- �1 � � � u � � '� �' � � ' ' ' ' r ' - OVERTOPPIN� FREOUENCY = �2,C5 YRS � � � , ,� - � 71 �� i �7 ' h� I 1�� I � � � I k� r i : i -i i- i i i __ _ . : ----- i -- __ OVERTOPPlNG ELEVATION = 49/.4 FT _- - I I 540 I , � i � i i � � � � � � . i � -- . , i �- -- - - _ 540 I BM2 ELEVATION = 492.53' �— DATE OF SURVEY = l2/03/20/5 7 � � � i N 606,389 E 1,625,198 ' � �-I I I ' � 2-11R -L- STA 15+11.79 29.43' (RT) i ----- l�✓.S.ELEVATlOIV 483.0 FT - I I � - ' L I WSE a9o.o' � RR SPIKE IN 18" SWEET GUM � Ai DATE OF SURVEY - � - -� -- i ii i i � �i i 530 � -� : : � ioo YR Ncoor � i - I 530 -i —r � 7 � BEGIN BRIOGE 13+33.70 �NSE� = a9s.ao : - � - i - I, , �: _ � . : � _ :. _ :J— �. i,. ��' . ,�, . � I 100-YR FEMA . . . . .. . , . . __ . � . . . . WSEL =�495.54", . �,�, . . �. �. . . ; . . . �. I� � �. . ' . . � . . . . . . . . . . . . . � .: : : - :—___ l__ �: _ .. -. - - . i � . . .. ,.-` _ __ .. . . i; .. . .. .. ._. . .. . . . ... . L . _ - ..j 520 �- - � ' �� END BRIDGE 14+06.30 � � -T - � -- � 520 _ _ __ I�� ?+� _ � - -- _ - - - -- � i - - -- - �' �-_ _ � : --- - —� I BEGIN GRADE 3 Q � ,� i - I - ''-- END GRADE - _ - _ f _ I � �-- � I L STA 11+50.00 o ti � I � Pl 14+80.00 � EL 49474 .00 f o � ,_ i -- 510 T Pi = i2+5o.aa I I ' 510 —^— - EL = 492.35' EL = 49L22, � �nW I - -- EL = 492.14' - --:_! _ L STA 16+05 __ _ � - _ -- - -- s - -- ' - . , - - �_ _. VC - l00' -- - - _ _-__ -_ - ' 1 -- ------ '- ---I j i i � � � � : -- - i i K- 66 K 66 li , i' I -- � _ i VC Il0' I � � i � i � i i i � i � i 500 � _- ' I I� I�� I � - � - � -_ � 500 �_ _ __ � — �- - I - _�_ OT ��tlSEL 491:A, _. _ . .. , . . _ . __ _ . .. . . _ _-- ' - -� - f -� �� .' . . . . . . . . . . . . . � � _ �� _� . . _ .__ . . . . . . . . � . I . . . . -�. I �, . � . .� . . -_ � —__ _ �.__- �_ ._ -_ ._.. . . i� . .. . . _ I .. . . . . .. I . � -: � 7.._ � ._ . _ .. __ _:I _ :.. _ ...__. _ I _ .... . . _ . ... . . : . : ; _ _�,T : - - � � _. t-Jl.1262% I___ (+)0.4000% (+)2.0770% -� ; _- - k � i 490 - -- i- r+�o.4000i __ _ � L I I' 4 , � _ - -- - - - __ �I 90 .. ' �: _ _ : . _ . -- --- i --- - ----- . . . . — .^r_" . . . . . . . -r � � 11.6000% _ � - - - � +14.8 _ , - . - � 015� � ° - _ , , , ;� � ---- - _ � : _ � : r-�2.aooai - — - � - �_ � � ,-� � . � _ .' � _ __ �- -- . T 480 T -: _ _-_ _: - .-_ � � � - h=n � -' - - _- - - ' 480 ,_ �T --� � , , -� r-�, , �;' � _ � -- - L � : _ - _ - � � ` _ , ' � u-U — _ i - � - � -= - - - - -- _ � � � i I�_ � I �_ --- - � - �- + � o � `ti°� v ti � i . � N-H ' --' - - _- - - - . � �_ _ _ � _ �- ---� �. - + � o � � "-' * � , �:- ; ., �o P 7 �- 7 r,-ri � - - - , -- - - � � 470 � � � —� -�. - _ _ � � � � o ; i r-7 r--n — r - - : � - — - - �� 470 �� I i � I i � -- __�_ m v _ i i i i' i '' I' i „ � i -� . . . . . ,. WS ELEV. 48'3.0' � 'ti q- �. � . � : i . �{ i i -�� -. � __ �T . _ __-__ 1 _. - �� . _ ____ �T—�-I. �. � �� q2/3/20151 . . . .. .. ii I i i.i =: -_ �-: - - _ _:�: — - --: I ._ .�: �_ _ _ _ } _ _ . i. i �._ w i � —_ .__ ._ i. i�. ' i. �r i �ri t r i- i ... . . _ ,-__-__ . _ . _ .. . . _____-__-_. . _ . '. ___ __ . .. . _ .. .__ -___- ..—__ �_I_ � ; ' . � . �,� �. . . . . . . . . . ,� . . . . . . . . I � �., . .� .� 7 I �, .i I � .i . ___ - _ . __ _—_- . . _ _ _ i._ _ _ _ -- _ _. _ _ �__ . . . .:. . . . . . . ... . _ _ �.. _ - - __:.- __ _ - - ._ �: _ _ �. . . _ ..�__ _ - , �� . � I j____ _.__ i __.__ —.__ �:. �, � .� � .� � .� .� ,� � � . . .... . . . . ..... . . . . .. .. . . , . �, ... . .. . . . ....... . . .... . . I.. ..... .. I 460 ; _ i�I I� �II �I I' I I ��II I I ;_ i �,_ 460 L � �!, , II� I L � { ��ii i r i i i i i i I - � � � i l I i i l li li I I li I I li li li li li I r ---� - : . _ _-� _ _ . _ _ . _- _ _ _ -- -- - ---- --- --- --- _ -- ---- - ,. I - � i l � III Il l�l Irll I I ��II II� II ;; II �II II�� I I �� III I�Il : � � i I�I F 450 � : : { : t II I'� ',II I I I ��II II '�I I1 II I'� I I I I I'�I �I IIII ' , � :� I 450 ; _- �- - -- - , , _ I - _ I � �l � � �l �, _ _ � > _. � ', �� ',�, �,� �� , � �� ,� _ _ � , , ,, , , �, . -- - -- - - _ - - - - --- --- - -- _ -- _ _ � - - - - _ � _. . -- ._ �.: I-- � -- I I I� �I � I �I I �.� I �.� �� - � - .� : .: -...�. .. . _ ._ .... i � - 440 1 I I f I I I II I I 1 I 1 ' II ,� _ 440 _ , I LL _ . I �I ��I I�� I I ��I I� �II '��' I�I �I �I�� l�l I � I Ili�l � , , I � � �� i 430 T i � �' i �� rl i I i i � � � � � � i i i I: l i � � I _ � � 43� � ' ' � � i I i i I� � I'i I i'� I� I� i I� i � � � � � � I I� i I� I� I� i i i i ' I� i I�' I� i i I� � � — D I T C H L E G E N D �_ � � � � � ��I I� � �I ,�I ..i . .. i.. i.. i ..h I ii i i�� i i� i I ii ii . ..I i i li �. . . i .. �-I - �� 1�-- I-- f -�I I i-i i� I lii ii� �1 � t � - �� i i i - � LEFT DITCH ; I I �. 420 I II I�� I,I I�� I I ��II I� I ' L i � l : � � �I I��I l �II 11�� I I I�II I I i I��'i � � a2o L 1 I 1 I t I I i I i i �, l i I I� I i' I! ' I I I I �. _ R I G H T D I T C H � �! - � I , , { � � �� I I „I I i i �� I � j � �� 'I r:- _ i i , � i � i i i � � � � � � f � � � � �L� ,: 410 � i i i 410 '%'° 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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 -L- 13+79 LT to 14+08 LT Riprap Enbankment < 0.01 < 0.01 15 10 1 L- 13+12 RT to 14+21 R Temporary Impervious Dikes 0.03 15 1 -L- 13+88 LT to 13+46 R Stream Stabilization 0.02 < 0.01 72 10 1 L- 13+20 RT to 13+32 R Riprap Enbankment < 0.01 < 0.01 10 17 TOTALS*: 0.02 0.04 97 52 0 *Rounded totals are sum of actual impacts NOTES: � �� 0 � �' �.; � ' � _` � �� 0 3 � � � r, �n m � � 0 Q �n �— o �'c�' �� =,�, nr �. � � • � � V � � O V �er� �he�1� /��A Fnr Irn:1�x of Sh�=ets 1A / . �� ,�S 5�,, �EGIN o ^"'Pyp _ ^o j T�4khOv � PROJECT V I y?"i°�� i�i� �.��, . FRo —_... _ � oA ,.�so . �� \� � i�� .' SR��K0. SR 7435 POPLIN R� ��Fh'p y. � t . O�P�pG D SR.__ _`_-�___ _. � �� 9<<s��a�y, � I �. 4 �� tiLR ��Yp . (i, END • Cy ROI ;' _ NENDfR50N �'� PROJECT .� '" . Ro a 2 �h PO�• O �f - • SR l• qUSiIITRp . • ' QJU �. 2 ... . , �� • . � . �� /7 ' `. Z N . 4 . `h III P ,z, _-�oo/ ' .,�., �pUS'IIN-RO p��' s p r/ / Iy 2 ,� O( .'P 'a oo y'�'. Q,'E \ SR 1458 ��( � '`, pd �yF 11 trmJ L�`� SPRING�ALE R� �1.- R�p _ 5y�32 pe�0 �)}-�- r�F, o ti0 SC-,2y �.. �_�� . F,p . h O E•�P p�E � ��_ . PO � p,�g£fth�M�SS 2�"-- _ � ��n _ OFF—SITE DETOUR �—�—�—�—� VICINITY MAP (NTS) -L- STA.11 + 5��1L �U/ll" �'� �SS'Jl��1lll ��,1� I ' ��"� s� I� � ��' � � lI � �°�,� �� 1F l�� lI �� i I � �'`� -:�-� � STA1�lL Y CO U1�lTY LOCATI011t: BRIDGE 1V0.44 0111 SR 1435 (POPLI11l RD) OVER LONG CREEK TYPE OF WORK GRADING, DRAINAGE, PAVIIIIG, AND STRUCTURE RIGHT OF WAY PLANS � TO SR 1426 � (HARW_OOD__R�i --- $R-1435 -- --- , ;_ _ _ EPOPLI�I- RD}- - ,� � -__ - j i� " -L- STA. l3 +33.70 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES '' CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III NCDOT CONTACT: THAD DUNCAN, PE END BRIDGE -L- STA.14 + 06.30 ►y END TIP PROJECT B-5373 �Ol -L- STA.16 + 05.00 GNV�GN ,�3a `��NOP�,�,S ::>.� ,�� S� .- /� '' ,, DOCUMENT NOT CONSIDEPED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH l'repa�ed for NcooT ln tne offlce of: HyDR,9pLICS ENGZNEER 1,11moffatt & nichol ,", 50 25 0 50 10o ADT 2018 = 223 , �F ' — ADT 2038 = 314 LENGTH OF ROADWAY TIP PROJECT B-5373 = 0.072 MILES �� r � E,,; i,.: � oi �� moffatt & nichol ,�� u�i��4,� � �� K= 13 % LENGTH OF STRUCTURE TIP PROJECT B-5373 = 0.014 MILES zaiz srANonnn srEcrFrcArronrs /'°:>° �7 .� PLANS �' G D= 60 % TOTAL LENGTH OF TIP PROJECT B-5373 = 0.086 MILES P� � ,,� � §icN.lr"riRe, �, � 50 25 0 50 i00 T- 12 %* RIGHT OF WAY DATE: TIM R. REID, P.E. ROADWAY DESIGN � :� V= 40 MPH FEBRUARY 24, 2017 PRo�aer sxcrxEsx ENGINEER �a� �� PROFILE (HORIZONTAL) * TTST =1% DUAL 11% " `'� � �� /�� ,,��,��,,;, 10 5 0 10 20 FUNC CLASS = LETTING DATE: TRENT E. HUFFMAN, P.E. moffatt & nichol LOCAL FEBRUARY 20� ZO�H PROJECT DESIGN ENGINLER PROFILE (VERTICAL) SUB-REGIONAL TIER PE S7GNAT[iRE: � _ _ _ _ _ _ _ _ _ _ BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Properfy Line Existing Iron Pin ;,' Computed Property Corner Properfy Monument � E,.M Parcel/Sequence Number iz3 Existing Fence Line -` � �- Proposed Woven Wire Fence � Proposed Chain Link Fence a Proposed Barbed Wire Fence Existing Wetland Boundary - - - -w' °_ _ _ _ Proposed Wetland Boundary � � Existing Endangered Animal Boundary �° Existing Endangered Plant Boundary �FE Existing Historic Property Boundary �PE Known Contamination Area: Soil �ti-s-�'�� Potential Contamination Area: Soil �?�-5-:;?� Known Contamination Area: Water -�� W �'�b Potential Contamination Area: Water - �?� -W �?` s Contaminated Site: Known or Potential ��h �% BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U�G Tank Cap = Sign '' Well ° Small Mine �� Foundation 0 Area Outline I� Cemetery �t I Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water - Hydro, Pool or Reservoir � � Jurisdictional Stream —.15 - Buffer Zone 1 sz i B�ffer Zone 2 az z Flow Arrow � - -- Disappearing Stream Spring C� - �_-� Wetland � Proposed Lateral, Tail, Head Ditch �� False Sump � ��]['��'1 a' ��][� N �� lE�'1�' lE�[ ��'�1 ]f�';�1L, ]I �.��, �][ �y ][ � 1I!�1� �� lE� 1�T ]['C� �� S� �1 �'�y 5 CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Note: Not to Scale *S. U.E. = Subsurface Utility Engineering Standard Gauge �-I N-P-I r�- Hedge ,.-.-.-.r.-.v:.,-.-: csr rr,wsrorranom RR Si nal Mile ost �' Woods Line f`-'`"�'�J"�'-"`` 9 P MiccF�oSr ;_ Switch 0 Orchard � ti� ti3 {�; � sW�rch RR Abandoned — — Vineyard ��-,-�� RR Dismantled EXISTING STRUCTURES• RIGHT OF W9Y f� PROfECT CONTROL: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Poinf �;;1 Primary Horiz and Vert Control Point � Exist Permanent Easment Pin and Cap New Permanent Easement Pin and Cap O Vertical Benchmark � Existing Right of Way Marker _ Existing Right of Way Line New Right of Way Line � New Right of Way Line with Pin and Cap New Right of Way Line with Concrete or Granite R/W Marker New Control of Access Line with Concrete C/A Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement - New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm $ewer Manhole Storm Sewer �� UTILITIES.• � POWER: Existing Power Pole �� Proposed Power Pole � �� Existing Joint Use Pole n � Proposed Joint Use Pole r Power Manhole E Power Line Tower TDE Power Transformer PDE �G Power Cable Hand Hole H-Frame Pole DUE PUE U/G Power Line LOS B(S.U.E.*) rue � Power Line LOS C(S.U.E.*) AUE U/G Power Line LOS D(S.U.E.*) ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp c� Existing Metal Guardrail =- Proposed Guardrail T T T T- Existing Cable G�iderail ° ° ° Proposed Cable Guiderail -° ° ° ° Eqvality Symbol � Pavement Removal � T�EGETATION.• Single Tree Single Shrub `� 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.*) WG Telephone Cable LOS C(S.U.E.*) U/G Telephone Cable LOS D(S.U.E.*) WG Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) WG Telephone Conduit LOS D(S.U.E.*) WG Fiber Optics Cable LOS B(S.U.E.*) WG Fiber Optics Cable LOS C(S.U.E.*) WG Fiber Optics Cable LOS D(S.U.E.*) 0 � � �� WW � �� ._ �W �--------� — U: � � �—• WATER: Water Manhole Water Meter Water Valve Water Hydrant WG Water Line LOS B(S.U.E*) WG Water Line LOS C(S.U.E*) WG Water Line LOS D(S.U.E*) Above Ground Water Line rv: N Pedestal N Tower — WG N Cable Hand Hole — WG N Cable LOS B(S.U.E.*) WG N Cable LOS C(S.U.E.*) — WG N Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) lVG Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS: Gas Valve 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 B(S.U.E.*) WG Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A/G Tank; Water, Gas, Oil Geoenvironmental Boring ll/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information a; c w�,�� 0 �� o ��: �_�� ❑ � � -usr ) � I � �:i AATUR E.O.I. O w K , SKETCH SHOWING BRIDGE RELATIVE TO PROPOSED PAVEMENT BEGIN BRIDGE � END BRIDGE -L- STA 13+33J0 �,� -L- STA 14+ m O BEGIN APPR SLAB � -L- STA 13+23.00 � END APPR SLAI C 3 + GRAU 350 �TL-2) I I TYPE III jI //r.oTMPEzcr � I:1 7APER - '- lTq PER � GRAU 350 (TL-2� TYPE III �(��,� TYPE III GR4U 35�'1'L-2) �� + STRUCTURE IS IN A HORIZONTAL CURVE. . OFFSETS WILL VA2Y. DETAIL A DETAIL C DETAIL E SPECIAL NT DITCH SPECIAI CUT BASE DITCH SPECIAL CUT BASE DITCH ( Hor ro srolol I Ho� io s�oiel ( Na� m s�oie� oe�n Nm�,ai I �— � \ sm� siove G ou e z � � �' ��°` Ground F] .. ,1., °` — o�i� �, Grouna 2.� p ry.� 1',f�. I� �rye.f p Q ,oyerr D F\a�te� 5iooe I o i Min. D= 1 Ft. .'. -� Min. D= 1.0 Ft. u Min. �= 1 Ft. l^' 8= 3 Ft. B= 3 F. 6= 5 Ft. FROM -L-STA.lIi-75 TO STA_12+34 RT FROM -L- STA. 12-73 TO STA. 13+10 RT FROM -L- STA.12+50 TO STA. 13+10 LT FROM -L- STA. 13+10 TO STA. 13+g0 LT FROM -L-STA.14+�39 TO STA.14+75 LT DETAIL D DETAIL F DETAIL B uTEani -v oircH SPECIAL L4TERAL 'V' DIiCH W/BERM RIP RAP AT EMBANKMENT s O1e � Ho� io smie, 1 Noi ro s��le� 1 No. m � x'mi�. b �2 " Oi�ch — u.ol _�,_ � Fill MIN I �— ry, °� —F''I Grode � 1.0'min. � Z� cround ?� p 1.� 1'fi Siope u.al ry` z�o. p F��e` S�ox Min-D�- 1 Fl. Grouncl = GEOTf%TILf —' �NW5=n83.0' b�- 5 Ff- Min.D= 1.0 Ft. Ty0eo4tiner= CIIIRi�Rap —BOTfOM OFBANK Geo�exi�le= 5EE BELOW FROM -L- STA. 14 �r 07 TO STA. 14 �i� 39 LT FROM -L- STA. 12-F34 TO STA. 12+73 RT FROM -L- STA. 72-90, 27.2' RT TO STA. 73+29, 46.2' RT; 60 TONS CL II, 65 SY GT; X=20' FROM -L- STA. 13+61, 31.7' LT TO STA. 131�87, 43.1' LT; 40 TONS CL II, 45 SY GT; X-19' FROM -L- STA. 14 I 04, 33.0' LT TO STA. 14 i 28, 32.5' LT; 35 TONS CL II, 40 SY GT; X=21' O � � LINDA COGGIN DAVIS DB 225 PG 390 - /, O Eip � BEGIN TIP PROJE ' -L- POT STA. 11 -� -L- POT Sta. 10+00.00 BMi �� ---------- B5373-1 �� w�w,_ REf _ -_ -_ — _ «� , .,� �G � � .�:.�� -L _-__ `� i a � ll _4_4' 26'J4.0" E �� % — x�� / ¢ ��- LFl-� -,—�=--ry��...--�---- �� F' �� r � 1 i � � ��% �� &� ._'�. �-�F 1 1 1 1 i�� 1 i i��' 40'8 EX. RNJ f� .�- k i 4 i i i'� 1'y 1 1 i 1 Y 1 1; z�_� ;i ��Yi�� r�r�� I -L- PC StO.Il+57.00 � 1 4�� 1 i 1'r 'z 1 Y' 1 1 CLA55 II Rlf AT EMBANN SEE DETAIL EST 40 TOI EST 45 SY CLA55 II RIPRAP, ,' STRUCTURE PAY ITEM �� SEE STRUCTURE PL4N5 LATERAL BASE DITCH SEE �EfAIL E EST. 106 CY DDE — B�GIN BRIDGE -L STA 13+33J0 SHLDR BERM GUT � +15 TO -3o LT SPECIAL Ni RIPRAP PAD BASE DITCH EST 3 TONS CL'I' SEE DETAIL C EST 7 Sv G7 � ' � �� F _ � f 8_1-. > C, % /' `"' \'` Y � SPECIAL CUT DI7CH � 1 1 i i Y� i� 1�� Y i 1� � 1 \ SEE DEfAIL A � / �� ::`2 �3 � � �' � � �' �' :� � �' � � � '� � � SPECIAL L4TERAL V-DITCH �' �� i J� 1 1 i�� 1� 1 1 1 i i i i� SEE OETAIL 6 �� F9c ic 1Y Jc 1 Jc i� i��'r z' i z�� -- * � i i� i'Y .'Y 'Y i. 1 1 Y' i 1 i 1+ �4 1 4 i i�::i. 1 i i L 1 1:5 /e i�e �� 1 Je 1 Y 1 x y � i�'z 4�� 1 i'� f �' � � 1_ i 1� i� 1 1 1 i 1 NOTE: � Y � � � 1 � }. � � ,� CONTRACTOR SHALL AVOID WETL4ND AREA ��„ �� y Y,Y y. 1�, FOR STAGING EqUIPMENT OR MATERIAL INSTALL - �� SAfETv FENCE ALONG SR 1435 PER EROSION CONTROL PLAN. l'Y 9e l 1 Y i Y l�- 1 l'z i 4 i i i 1_ i 1-� , ��'z i 1 1 1 1 l- `,4 'Y Y�� 1 1 1 i � Y 4'Y 'z � 4 l: J /'Y :4_ 1: 4 1 1 }. . O 1 1 i i r Y i 1 /� 1 1 � J� J� 1 1� . � Y�- �- � i Y= LINDA COGGIN DAV�S � r�- ��- Y�- OB 225 PG 390 � /� � � i 1 'x l ��xf �:�::. i�� 1 � � � � 1 � 4 :' � r f � � � � i��Y�� 3��,. r. t��rr P�� . �y��1 �i�� r�� i _i: � r i� � � Il i 3� , IJ PECIAL CUT DITGH �� EE DETAIL A-'�� 1S . j ; .i / ,�� :/ ; ( � � I `\ 1 � \ — O JAMES W. KENDRICK. JR & �iFE ANNA P. KENDRICK DB 332 PG 447 CLASS II RIPRAP AT EMBANKMENT SEE DETAIL D EST 35 TONS E5T 40 SY GT i v � F� +�s 040 EX. ILW � \ Q +50 END BRIDGE � 62 RT -L- SiA 14+06.30� " �c,'� \ -0.7-3 +00 ' / � Je' 40 RT � �� BL-3 � ` � CL45S II RIPRAP REM.�E%ISTING � �i � ATEMBANKMENT BRIDGE SEE DETAIL D - N ^ \ EST 60 TONS .- - " EST 65 SY GT �� a � SHLDR BERM -GUT " 3 � +96 TO +32 R7 O � -L- PI Sto 13+6036 Pl Sto /7+09.32 �= 4' Sl' 07.4" (RTI �= 23' 32' 14.T' �LTJ D= l° lI' 37.2" D= 8° ll' 06.4„ L = 406.49' L = 287.56' T = 20336' T = 145.84' R = 4,800.00' R = 700.00' SE = NC SE = EX iNC = 20' CLASS II RIPRAP, STRUCTURE PAY ITEM SEE STRUCTURE PLANS LATERAL V-DITCH SEE DEfAIL F EST.69 CY DDE SPECIAL CUT DITCH �SEE OETAIL A O JOHN S. PICKLER, II & �IFE AMANDA D. PICKLER DB 1094 PG 777 END TIP PROJE'CT B-5373 -L- POC STA 16 + 05.00 � - ,c m�r � .. -- _ . `�, \ 1��1'-d �. � \�\ -•' � �� . +OS // /_. EX. fLW �' .' � RET _� ` — > w ` �' 'Y�. �m �- E F .., � RET �� ' �L, .. < - f�= �l + l PROJECT REFERENCE NO. B —5373 RNJ SHEEf NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,,,,moffatt & rilchol ,,,-- - -_ - -,x -L- POT Sta.20+26.55 85373-2 i c� / /cj � �� — •� 25q5'0 �� — � — � � ��r,v.a ,._ � + i .,� ^ ,- „ �.-� ,�. �, �- rl �n,- i ut —` �-.—'— . FOR PROFILE SEE SHEET 5 FOR STRUCTURE PLANS SEE S7 TO 5 . . . '. ' . . . . ' . . . . . . ' . . . . . . ' . . �' ' ' ' �' ' PROJECT REFERENCE NO. SHEET NO. 610 I i 8-5373 5 � ;.__ --i _ _ _ --'� _ _ _ _ _i--- _ _ . _ - ------ '-- � � � � � �. � � . ROADWAV OESIGN HYDRP.ULICS � � � � � �� ENGINEER ENGINEER � ........ .........I...............�..... ..............�......I. ....... ... . . . � ....... ....... ... ._ ....... ....... ....... .. . .. .... . .. i.. . �_ �_. . � � I I . II . .- . . - ��i . .I .I . .. . ... . _ .. . . . � -- L �, , ,_ � , � �'; boo � � � � i , , � _ I�� I I , � _ , � � , , � � � �. � _, _ _ � . . _ _ II , � ; I ' ',, i, ' i ,, ,, i I , , , , , , �, 590 � �, , , - i � � � � � � � � � � DOCUMENT NOT CONSIDERED FINAL ; II II II_ I I I �II,� i� � _. . . . . . . . . . I ! I �. UNLESS ALL SIGNATURES COMPLETED 580 � . . . . . . . . . . . . � . - -- � �� I �� , � .. , .. --_. ..,,,,meffotl & nlchcl '� . -_, � ! III Ii I ' II ii ii i ii ---- _ �. �_ �-_ F t �-� .. � � . ,, ,� � � � �� . �� . ��. � � � �� i � � I . I �'� I �� BRIDGE HYDRAULIC DATA I ' �� '�� ii '� � � � � � � � � � ' ' � � � DESIGN DISCHARGE _ 1100 CFS � 570 I �� '�� i i �� i i�� i I�� i �' ;�� --- DESIGN FREQUENCY = 2 YRS - -- " � � __ , _.�. iI _...:.... I�� + � i � � � � I � � � � �' , DESIGN NW ELEVATION = 490.0 FT I I I i � i � _- i� � i I I I I� � � � � �� I � � II j -_...... BASE DISCHARGE (FEMAJ = 4806 CFS ' � i I �� 560 I I I easE FREouENcr rFEMa� _�oo rRs 560 � -- BASE HW ELEV. (FEMA1 = 495.54 FT --- -- BASE DISCHARGE �NCDOTI = 4500 CFS i I i i i � I I I I I I i ii I I I I I I I � I_ I I r BASE FREQUENCY �NCDOTI = I00 YRS - -_ - i ' — i - 0 ERTOPPI G DISCHAR6E = I800 CFS -: .�. . ... -��-- --- :. .: �: .:I . 7 I� uLl ---I ul ,. u I II..'.ru I.� �I II- _.-----.. � V N .-- --- --�-- Jr�'JO -- 1I � ' ' ' ' r � r' � -- OVERTOPPIN� FREOUENCY = �2.C5 YRS - -- --- I� I 550 T-� i i I" k' i I:�' l �L' � r I I I I 7 BASE NW ELEV.(NCDOTI 495.40 FT i i _ _ � � _ �_ - -_ � � - - �-- � � � ' ' i- '� � _ ' 71- i 7 h � i i _-i �' i_ _�� i, i i _ . : ----- - __ OVERTOPPlNG ELEVATION = 49/.4 FT _- : -- I I 540 I , � i � i i � � � � � � . i � -- . , i �- -- - - _ 540 I BM2 ELEVATION = 492.53' �— DATE OF SURVEY = l2/03/20/5 7 � � � i N 606,389 E 1,625,198 ' � �-I I I ' � 2-11R -L- STA 15+11.79 29.43' (RT) i ----- l�✓.S.ELEVATlOIV 483.0 FT - I I � - ' L I WSE a9o.o' � RR SPIKE IN 18" SWEET GUM � Ai DATE OF SURVEY - � - -� -- i ii i i � �i i 530 � -� : : � ioo YR Ncoor � i - I 530 -i —r � 7 � BEGIN BRIOGE 13+33.70 �NSE� = a9s.ao : - � - i - I, , �: _ � . : � _ :. _ :J— �. i,. ��' . ,�, . � I 100-YR FEMA . . . . .. . , . . __ . � . . . . WSEL =�495.54", . �,�, . . �. �. . . ; . . . �. I� � �. . ' . . � . . . . . . . . . . . . . � .: : : - :—___ l__ �: _ .. -. - - . i � . . .. ,.-` _ __ .. . . i; .. . .. .. ._. . .. . . . ... . L . _ - ..j 520 �- - � ' �� END BRIDGE 14+06.30 � � -T - � -- � 520 _ _ __ I�� ?+� _ � — -- _ - - - -- � i - - -- - �' �-_ _ � : --- - —� I BEGIN GRADE 3 Q � ,� i - I - ''-- END GRADE - _ - _ f _ I � �-- � I L STA 11+50.00 o ti � I � Pl 14+80.00 � EL 49474 .00 f o � ,_ i -- 510 T Pi = i2+5o.aa I I ' 510 —^— - EL = 492.35' EL = 49L22, � �nW I - -- EL = 492.14' - --:_! _ L STA 16+05 __ _ � - _ -- - -- s - -- ' - . , - - �_ _. VC - l00' -- - - _ _-__ -_ - ' 1 -- ------ '- ---I j i i � � � � : -- - i i K- 66 K 66 li , i' I -- � _ i VC Il0' I � � i � i � i i i � i � i 500 � _- ' I I� I�� I � - � - � -_ � 500 �_ _ __ � — �- - I - _�_ OT ��tlSEL 491:A, _. _ . .. , . . _ . __ _ . .. . . _ _-- ' - -� - f -� �� .' . . . . . . . . . . . . . � � _ �� _� . . _ .__ . . . . . . . . � . I . . . . -�. I �, . � . .� . . -_ � —__ _ �.__- �_ ._ -_ ._.. . . i� . .. . . _ I .. . . . . .. I . � -: � 7.._ � ._ . _ .. __ _:I _ :.. _ ...__. _ I _ .... . . _ . ... . . : . : ; _ _�,T : - - � � _. t-Jl.1262% I___ (+)0.4000% (+)2.0770% -� ; _- - k � i 490 - -- i- r+�o.4000i __ _ � L I I' 4 , � _ - _ _ __ �I 90 i �. _ _ : . _ . -- --- i --- - ----- . . . � _. — .^r_" . . . . . . . -r � � 11.6000% _� - - — �+14.8�15�_ _ _ . - :� i . _ _ - � . i� � --- � - _ � : _ �__ : � �2.aooai --- . � _ �_� �,_', � , _ ,: __ —_ _ __ _ T_ . ..T .. _ _ _ _ . __ _ �.. _ . �.. _ . . ' . . . . . . . . . . �. . ,. : . . . . .. _-. : _ . _ _ _ .. - _ . _ . . _ _ _.._ .. _ - . ' . _ _ . _ _ . � _ _ _ . ._'. - T _ . _ . _. _ _ �i_- . _ . . _ _ _ _ _. _ _ _ � . _ . _ . _ . - . 480 -- -- --- -- � ' �-- � - h-n � ; - - - _- - - - ' 480 � � - -- - - —� � , — , -� r-�, , - �: � -- - L � : _ �- � m � � � ; �-- � � u U — --� - � - � -- - - - � � � --� - � _—� - �. -�- � � � � o � �o � � * v 7 7 r�,_ryi � � : - ' - - - . _ _- - � ! _� - _T m �o + -r � -r _ —� -i � + � o � o � i r 7 r- � � � -- - - � � 470 470 , ; _ _ � � ; _ � � . . , -- __i_ °� � * v :_ � , � � + � _ _ � --- -- � -- _ ,1 . . '. WS ELEV. 48'3.0' �'ti q- . . . i . . �{ i �. i -'� - -- - -� - -- - - - - . �.� __ 'T .:_ __-__ 1_.:_ �F . _ _____ �T—�-I. �. � . ��q2/3/20151 � � .�. �. ii I i i.i : -__: �-: - - _ _:�: - --: _.. I ._ .�: i _ _ _ } _ _ . i. i �._ —_ .__ ._ i. i�. 'i. �r i ri i r i- i . . _ ,-__-__ . _ . _ .. . . _____-__-_. . _ . '. ___ __ . .. . _ .. .__ -___- ..—__ �_I_ .. ., . � . �,� �. . . . . . . . . . ,� . . . . . . . . � � ', .. .: .� 7 I �, .i I � .i . ___ - _ . __ _—_- . . _ _ _ i._ _ _ _ -- _ _. _ _ �__ _ . _:. . _ . . _ _ _.. _ _ _ �.. _ - - __:.- __ _ - ._ �: _ _ �. . . _ ..�__ _ - , . � I j____ _.__ i __.__ —.__ �:. �, � .� � .� � .� .� ,� � � i� . . .... . . . . ..... . . . . .. .. . . , . �, ... . .. . . . ....... . . .... . . I.. ..... .. 460 ; _ i�I I� �II �I I' I I ��II I I ;_ i �,_ 460 , 1 f �I I� �I � �II ' II� : ' _, I� � I� I� i i I� i i I� I� I� I� I� � , --- - __� _ _ _. __ _ _ ' � _ ' -- -- - ---- — - --- --- _ -- ---- �� i_ �_ �� If �ll Ir�� I I ��il li� �I �� Ii �il I'�� I 1'�� I'i I '�� : � � :� I �� 450 � : : { : t 1I I'� III I II I I ��II II II 11 II I'� I I I I I'�I �I IIII ;_ , , I :I I 450 -- , ---- �- � � �l � � �l �, , _ I � �_ . � I � � I _. � ', �� ,�, �,� � � �� , � �� _ , , _ _ , �,�, , , . -- - - - --- --- - - -- - - -_ _ _ _ �- � , , �I , � , - �I �;, ,__ 'i �i �i �i i i i i i i i � i � i 440 1. .. I I f I I I I I I I I 1 I I 1 I ' I _ _ 440 , I�I � I ,' ; _ ; � I �I ��I I�� I I ��I I� �II '��' I�I �I l�� '� ' , I I'�I i ' 'll I ��I . � _ _ , ; � � �� i II � �� i � � _ � � I i � i �,� I � I�I ��Iil I I I I; �. i -_ _ � ; _ � � � � I ', I DITCH LEGEN 430 430 I T '_ '_ ��,� �� I � �, �� I � �� I�� ;�� _ � _ � - D ,_ � � � � � ��I I� � �I ��I ..i . .. i.. i.. i ..h I ii i i�� i i� i I ii ii . ..I i i li �. . . i .. �-I - �� 1�-- I-- f -�I I i-i i� I lii ii� �1 � t � - �� ; i � i i , ' � '� ' I'.I � �; LEFT DITCH 420 I I { ; ; f II I�� I I �I i I�� I I iill i ll II I�II� �� I ill I�I�� I I�I�II �I �I I Ilil�l � _ � 420 II , , _ _ RIGHT DITCH - - - - - - �, -. �. - I - I - : �. � : 1 � : : - 1 : : : I� : : � I I , ; : � �-� I � �� I, �. I I� I �'� �� I ! I� � I � '�� I� ' �'� �� I �� I � _ ::I �� '� �� '�� I I� �� '�� I� I i �'� I -. : . . . ; . . . . . . . ,� ��. � . . . . . . . . . . . . , ,.., .�„ .: .. ., , ,. . . „ �, . . . , „ ,. �,.., .. . . . . . . i . ._ . . . �.i�. . . . . . . . .. �.i�. .. .. . , I ::i.�. , .. . ,i�.�, . i ., . .',,: i�.,. i ::.i... . .. . . . . .. . . . .. . I I �� I I FOR PLAN SEE SHEET 4 ` 410 ' i ' ' I ' i i � i ' 410 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00