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Home My WebLink About20170985 Ver 1_B-5371 Union July 25 2017_20170725STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR July 25, 2017 U. S. Army Corps of Engineers Regulatory Field Ofiice 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. 71 over Clear Creek on US 601 in Union County, Federal Aid Project No. BRSTP-0601(21), Division 10, TIP No. B-5371. Debit $240 from WBS 46086.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 71 over Clear Creek on US 601 in Union County. Bridge No 71 is a 85- foot long, two span bridge. The replacement structure will be a 140-foot, two span bridge replaced to the east (downstream) of the current bridge. The existing bridge will carry trafiic during the construction of the new bridge, as US 601 has trafiic volumes too high for an off-site detour. There will be 245 feet of permanent impact to streams by way of: 83 feet of permanent fll to a UT to Clear Creek for placement of the new bridge, 6 feet of permanent fill to a UT to Clear Creek for the placement of rip rap protection at the outlet of a pipe, 35 feet of permanent fill to a UT to Clear Creek to stabilize existing erosion as it enters Clear Creek. 51 feet of bank stabilization at the outlet of three base ditches (1 @ 15, 1@7, 1@29) into Clear Creek, 70 feet of bank stabilization placed on banks where an existing mass concrete pier currently acts as the bank. Total "loss of water" impacts: 1241inear feet, Total bank stabilization impacts: 121 linear feet. There will also be a total of 0.02 acre of temporary stream impacts by way o£ <OA1 acre (25 feet) of temporary causeway needed for the removal of an interior mass concrete pier. (Due to the location of this pier at the edge of a steep bank, this rip rap will be retained to help stabilize the bank and is accounted for as permanent impact above.) The remaining 0.01 (78 feet) of temporary impact is necessary for the installation of the bank rip rap 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 Rnt,EiGx NC 27699-1598 Please see enclosed copies of the Pre-Construction Noti�cation (PCN), DMS acceptance letter, stormwater management plan, permit drawings, and design plans for the above-referenced project. Tl�e Categorical Exclusion (CE) was completed in January 2016 and distributed shortly thereafter. Additional copies are available upon request. This project 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 tl�e NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. Ifyou have any questions or need additional information, please contact Michael Tui•chy at maturchy@ncdot.gov or (9l9) 707-6157. Sincerely, �r 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-5371 Replacement of Bridge 71 over Clear Creek on US 601 2b. County: Union 2c. Nearest municipality / town: Midland 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state g_5371 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 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): n/a 1 b. Site coordinates (in decimal degrees): Latitude: 35.194592 Longitude: - 80.529225 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: Approximately 12 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Clear 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: 0.08 acre of wetlands are present on the property. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Approximately 842 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 bridge, built in 1929 (then reconstructed in 1968) 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 85-foot long, two- span bridge with a 140-foot long, two-span bridge replaced to the east (downstream) of the current bridge. The existing bridge will carry traffic during the construction of the new bridge, as US 601 has traffic volumes too high for an off-site detour. 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 11 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 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 Bank Temp Fill Stab Impact Site 1� P❑ T Bank Stabilization Clear Creek � PER � Corps 30 121 ❑ INT ❑ DWQ Temporary impact � pER � Corps <0.01 ac Site 1❑ P� T to install bank Clear Creek � INT ❑ DWQ 30 48 stabilization � �� Temporary Work � pER � Corps <0.01 ac Site 1❑ P� T Pad for bridge pier Clear Creek � INT ❑ DWQ 30 25 removal � �� Riprap at outlet UT to Clear ❑ PER � Corps Site 2� P❑ T channel Creek (SB) � INT ❑ DWQ 2 6 Temporary impact UT to Clear ❑ PER � Corps <0.01 ac Site 2❑ P� T to install riprap at Creek SB 2 outlet channel � � � �NT ❑ DWQ (20') Stabilization of UT to Clear ❑ PER � Corps Site 2� P❑ T stream at Creek (SB) � INT � p�l�/(� 2 35 confluence Temporary impact to above UT to Clear ❑ PER � Corps <0.01 ac Site 2❑ P� T Stabilization at Creek SB 2 ( ) � INT ❑ DWQ (10') confluence Permanent fill for UT to Clear ❑ PER � Corps Site 3� P❑ T new bridge Creek (SA) � INT ❑ DWQ 2 $3 Permanent Fill = 124' Bank Stabil. = 721 Temporary = 0.02 ac 3h. Total stream and tributary impacts NW 23 = 124' NW 13 = 121' NW 33 = 0.02ac (103') 3i. Comments: Page 5 of 11 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 ded 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: 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? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 6 of 11 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 replacement to the east (downstream) alternative was chosen to avoid more jurisdictional resources (Wetland A and Stream B). This alternative also provides a better roadway alignment. A longer bridge will provide an increase in hydraulic connectivity. There will be one interior bent, but it will be located outside of any jurisdictional resources. There will be no direct discharge of stormwater into Clear Creek. The banks of Clear Creek are approximately 5' tall and steep. Bank stabilization will be used in areas of disturbance to reduce streambank erosion. 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: 124 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 7 of 11 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 ❑ 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 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 ❑ 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 9 of 11 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: - CE completed January 2016. 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 Wetiand 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 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 website: Schweinitr's sunflower- No Effect, habitat present, last survey: 10/20/2015. Michaux's sumac — No Effect, habitat present, last survey: 10/20I2015. Carolina heelsplitter— No Effect due to the "relatively poor habitat quality, lack of any live native mussel taxa, and the isolation of this surveyed stream from known species occurrences. 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 documents �Philip S. Harris C.P.M., P.E. �A ��%!� 0�_2S_2o(7 -� / `" Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is rovided. Page 11 of 11 Envirorar�.>r� ;� . -." ��:,.. ROY COOPER c_ _. � Mr. PMlip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, Nort1� Carolina 27699-1598 Dear Mr. Harris: July 6, 2417 Subject: Mitigation Acceptance Letter: B-5371, Replace Bridge Number 71 over Clear Creek on US 601, Union County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on July 6, 2017, the impacts are located in CU 03040105 of the Yadkin River basin in the Southern Piedmont (SP) Eco-Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040105 Cold Cool Warm Riparian Non- Coastal Zone 1 Zone 2 SP Riparian Marsh Impacts (feetlacres) 0 0 124.0 0 0 4 0 0 *3ome of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See pernut apphcation tor details. This mitigation acceptance letter replaces the mitigation acceptance letter issiied on June 1, 2017. The impacts and associated mitigation needs were under projected by the NCDOT in the 2017 impact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery tnneline listed in Section F.3.c.iii of 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. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, Ja �e B. Stanfill Credit Management Supervisor cc: Mr. Crystal Amschler, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: B-5371 Revised ��!��°�iCDiil��d� ��?9b'"t'S�r-._ State oF North Carolina I Environmental QualiTy 217 West Jones Street I 1601 Mail Service Center I Raleigh, North Carolina 27699 1601 9l9 707 8600 l�1�13ti�'�dy North Carolina Department of Transportation ".�Ic.�rt�]^��.'aslt-r �' . � Highway Stormwater Progrem STORMWATER MANAGEMENT PLAN `�-�•�^''�� (Version 2.07; Releasetl October 2016) FOR NCDOT PROJECTS WBS Element: 46086.1.1 TIP No.: B-5371 Count ies : Union Pa e 1 of 10 General Project Information WBS Element: 46086.1.1 TIP Number: 8-5371 Pro'ect T e: Brid e Re lacement Date: 4!3/2017 NCDOT Contact: WILLIAM G. GALEN CAIL, P.E. Contrector / Desi ner: JEFF RECK, P.E. Address: HYDRAULICS UNIT Address: MOFFATT & NICHOL 1590 MAIL SERVICE CENTER 4700 FALLS OF NEUSE RD, SUITE 300 RALEIGH, NC 27699 RALEIGH, NC 27609 Phone: 919 707-6711 Phone: 919 781-4626 Emaii: cail ncdot. ov Email: �reck moffattnichol.com Cit ITown: Fairview Count ies : Union River Basin(s : Yadkin-Pee Dee CAMA Count ? No Wetiands wi[hin Project Limi[s? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.369 miles Surroundin Land Use: Woods, wetlands, light residential areas, and pastures. Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 2.4 ac. 22 ac. Typical Cross Section Description: 12' TRAVEL LANES. 8' SHOULDER ON BOTH SIDES OF THE ROADWAY. 42'-2" 12' TRAVEL LANES. 3'-6" SHOULDER ON BOTH SIDES OF THE ROADWAY. 35.9' BRIDGE OUT TO OUT. BRIDGE OUT TO OUT. Annual Avg Daily Treffic (vehlhr/day): Desi n/Future: 13005 Year. 2032 Existin : 7641 Yeac 2018 General Project Narrative: The project will replace Bridge #71 over Clear Creek on US 601 and its approaches in Union County. The proposed replacement structure is a 54" Prestressed Girder with a (Description of Minimization of Water face to face length of 150' with a clear roadway width of 40'. This structure provides for 2- 12' travel lanes with 8' shoulders. Quality Impacts) There are no wetlands present within the proposed limits of construction. Riprap bank stabilization at the end of proposed ditches and on Ihe banks under the existing bridge will result in 245 linear teet of permanent stream impacts. STORMWATER CONTROLS: The proposed bridge project does not utilize deck drains. A stormwater inlet at station -L- 22+� g LT collects runoff from the bridge deck and discharges it through a pipe to a mitigable jurisdictional stream that flows into Clear Creek. A new ditch is proposed from -L- 13+00 to 22+16 RT and -L- 30+50 to 23+51 RT to collect runoff from the roadway and discharge it to Clear Creek. Waterbod �nformation Surface Water Bod 1: Clear Creek NCDWR Stream Indez No.: 13-17-17 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Su lemental Classification: Other Stream Classification: Im airments: turbidit mercur H A uatic T&E Species9 No Commenis: NRTR Stream ID: N!A Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Dreins Discharge Over Water Body? No Qf yes, provide justification in the General Project Narrative) Qf yes, describe in the General Project Narrative; if no, justify in the Qf yes, provide justification in the General Project Narrative) General Project Narrative) � � • � � V � � O V � i � � IOWN � O'. � � St�B9�J? � kO�.AMDIqND .: .--- � �f\�� BURc o �'�'; �� o , r � �; � � �� °"' co Q �e�yb,e E N D y� Ie�,�K'aa �� _, �r�o�- � PROJECT w � r 2 ' _ � � � BEGIN �� '� ' I_�_ S g�. .Y� y o__ PROJECT I e�`� �9��<� �;- 607 ! P�� a �' \ � y--� 601 . � o . � � � � � � , < � � n y�.��,�� "� � ��?�� W a y� �� t I'"o m�� ui !� . O Nlv� .., \ � � � z�� y � s�� --- VwZI U� CAB HOPEWBtIil HORCH �-� • [ �_ � N � � 4 � ,T.. � � � _� � � �I / STHN LS COUNTY � �� Y COUNTY�RO: Kr � �-..� �xi�fR . .. � . �i �� - i— _ �� TO VICINITY MAP (NTS) ��'��'I� �� I � �� I ; �' I�--� ��"��; s'`� � 1 `J�� 1L i.�.� 1L `�,O S `V `� � �� ll �� , �r� .i19 �.Y U1�141� CO U1�TY LOCATION: REPLACE BRIDGE No. 71 OVER CLEAR CREEK ON US 601 TYPE OF WORK: GRADING, DRAI11lAGE, PAVING, A1VD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT PERMIT DRAWING SHEET 2 OF 10 ' i�2° � ,�P O $ NP THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III NCDOT CONTACT: GALEN CAIL, P.E. dIiT�C'�O1�lilP1L�"ll'lE ll�ll.,�N� 6D VOT USC FOR Rf W A('QUISiI'ION DOCIIMENT NOT CONSIOERED FINAL UNLE55 ALL SIGNATURES GOMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH l'repa�ed for NcooT in the Offlce of: gyDRAULICS ENGINEER 1/11moffatt & nlchol ,", 50 25 0 50 10o ADT 2018 = 7,641 g�, �i ADT 2038 = 13,005 �� N� �� moffatt & nichol ;� �,� p 2012 STANDARD SPECIFICATIONS v / / .>' ^- . K= 10 /o LENGTH OF ROADWAY TIP PROJECT B-5371 = 0.341 MILES � �>`� PLANS G D= 55 % LENGTH OF STRUCTURE TIP PROJECT B-5371 = 0.028 MILES sicNaTri�e; P� l� --� � 50 25 0 50 i00 T— Zp %* RIGHT OF WAY DATE: TIM R. REID, P.E. ROADWAY DESIGN �� TOTAL LENGTH OF TIP PROJECT B-5371 = 0.369 MILES PRo�Ecr s�•crxFFx I a��' �`>� V= 60 MPH FEBRUARY 17, 20V ENGINEER �� , PROFILE (HORIZONTAL) * TTST =11% DUAL 9% ,", �� "'°� � \ `:,"��i rva��;:�� l0 5 0 l0 20 FUNC CLASS = LETTING DATE: TRENT E. HUFFMAN, P.E. moffatt & nichol MINOR ARTERIAL FEBRUARY 20, 2018 rno�Ecr DEsrcx sxc7NCEn PROFILE (VERTICAL) REGIONAL TIER PE SIGNA7TIRE: DETAIL A DETAIL C NT DITCH LATERAL BASE DITCH � No� �a smiel I n.,i io s�oie� �°r` � �n sioae Gro�nd 3;� D F��s� G�ound 3.� p 3� ��'��- slop� B Min, D- 1.0 Ff. O ! Min. �= 1.0 F. � B= 4.0 Fi. 6- 5.0 Ff. -L- STA. 13 - 00(LT) TO STA. 74 i 93.30jLT) -L- STA. 29+OO�Ln TO STA. 30+SO�LT) -L- STA. 18+OO�R"n TO STA. 22+16�RT) DETAIL B SPECIAL CUT BASE DITCH ( Not to Scale) Naw,oi � o� �. r,o�� GrounA 3:/ 3' t�e< prt<n d � F�� sioce B M n. �= 1.0 Ft. Max.d= 1.0 F. B- 4.0 FI. Type of Liner- PSRM -L- STA. 73+OO�RT) TO STA. 18+OO�RT� DETAIL D PIPE OUTLET CHANNEL � Nai �o Smlel "c-,wa"'°'r . . ,, o �� ---c:'o��a � Lengrh- 5 Ft.@^^r�� d= 1.5 Fr. �v��anie� Est. = 4 Tons oi Closs I Rip-Rop 5 SY of GEOTEXTILE FROM STA 22+20 -L- TO STA 22+25 -L- LT —DR5— PT 10+57.0/ SKETCH SHOWING BRIDGE RELATIVE TO PROPOSED PAVEMENT t -L- STA 22+45.00 � -L - '='l :tr,' �/tc,4.7i u � L L GRAU 350 Tl-� TYPE B-77 s' TVPE �77 - BEGIN APPROACH SLAB " -L- STA. 22+20.86 �r r �N � ��, a END BRIDGE N 2 1' : J-! 3Gef"„ r !D APPROACH SL -L- STA. 24+19.14 � —DR5— PT 13+19.97 END CONSTRUCTl�1� NOTES: O 1. PRE-FENCING SHALL FOILOW PROPOSED EASEMENT �. .' OR PROPOSED RIGHT OF WAY LINES. BEGIN AND END OF PRE-FENCING IS LABELED ON PLP,N 2. ACCESS TO EXISTING DRIVEWAYS -DRI-,-DR2-, -DR3- AND -DR4- SHAIL BE MAINTAINED DURING CONSTRUCTION 3. THE EXISTING PAVEMENT STRUCTURE ON THE PORTION OF US 601 TO BE ABANDONED SHALL BE REMOVED ONCE TRAFFIC HAS BEEN SHIFTED TO FINAL PAT(ERN. RIGHT OF WAY WILL REMAIN ANO SHALL NOT BE ABANDONEO FOR FUTURE USE. PROJECT REFERENCE NO. SHEET NO. F,-c_ � ri4��_ RNJ SHEEf NO. P�H-O�rt - ROADWAY DESIGN HYDRAULICS - - - - ENGINEER ENGINEER �dN��i�1�l�1LE ]E ➢�1L�N� 0�1 DD VOT VSP. FUR !W' ACQUI9ITION P2 � �a.Y �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,,,,moftatt & nlcnoi �- - PERMIT DRAWING SHEET 3 OF 10 i � � ; � 0� ��,i � � � � �. � ' � .� �I I �� SITE 1 RAP ENBANKMENT 8 IMPACTS IN iURFACC WATER /SrtE 1 TEMP.CAUSFWAV 8 TEMP.IMPAGTS IN � Sl1RFACE WATER SITE 3 BRIDGE & IMPACTS IN SURFACE WATER /J � � � � + � � W N w Q = � N N W W w Z N J _ V H 2 s�rE � �TREAM STnBILIZATION 6 IMPACTS IN SURFACE WAiER N Z � N � K J � 0 � � 0 � � � + � � � f'"' � N W � = I NN � W W N � Z J _ U 2 O---. .... ___.--- - � � . _._ . — .. 5 ___ - ---- --- - -- --- --- ---- . . . _ � �_' --� � i � DENOTES IMPACTS IN � - SURFACE WATER ! � � ��= , - i - - N . ;, __ y =_ �y �� w .M.,,.. _ �„��,�-; ' r'�� 't ;n,� ; 1 i` � i y r`w' `'' i , �� = �` � , � � ,� � � , - - , � r� __ � �' � �� r� � -L- PC Sto. 25+03.2/ ' ( � r �3 ' ' � % ! 'L ' � i I ' � � L � � I , - j �� - ='� � , -, � �;' ,, � � � I � -�� n� �1 �'� � � 1':_,�� I i' - . O r NOTES: 1. PRE-FENCING SHALL FOLLOW PROPOSED EASEMENT OR PROPOSED RIGHT OF WAY LINES. BEGIN AND END OF PRE-FENCING IS LABELED ON PLAN � 2. ACCESS TO E%ISTING DRNEWAYS -DRI-,-OR2-, -DR3- AND -0R4- SHALL BE MAINTAINED DURING CONSTRUCTION 3. THE EXISTING PAVEMENT STRUCTURE ON THE PORTION OF US 601 TO BE ABANDONED SHALL BE REMOVED ONCE TRAfFIC HAS BEEN SHIFfED �i TO FINAL PATTERN. RIGHT OF WAY WILL REMAIN 1\ AND SHALL NOT BE ABANDONED FOR FUTURE USE. �J I � --- —� . RET ; --- . . � I _r =- '�,nV�e .—w RFT DI� � I � �J -- � 'ROTECTION' �, .: - � �� I µ� ' ETAIL H �/ �,I ,-- _-'_ � '� S_. 0 SY PSRAk -� — _ . �� 1 � l�: ��/r, - / � ::�d,.'� �' r� - _ / � � w . _�''___---, � '_ � I -.-,--..,_ i�s.�-�.�,.". - � / r� � C� � / � -� �: 1 i ,�-. ._ ,. � � ��-� -�- � � � . � � � �> � , _ -- `1u/ ; ? 1 - j % � �'�' , � '�'� , � � � � � , , � F�' � �. •" ��i � ,,, �� .; i _ �r 4_ �� .. / / r , � -..� . �� i ; I . _ DETAIL D__.. � -L-STA.24+14(RT)TO STA.26+50(RT) -L- STA. 26+SO�RTJ TO STA. 30+SO�RT� S �' � PROJECT REFERENCE NO. SHEET NO. r;-�J/�i �'c�r.�-' RMI SHEEf NO. P_` f"I-i��'' ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��moffatt & rilcnoi -,x PERMIT DRAWING SHEET 4 OF 10 -L- STA.13r00(LT)TO STA.74:g3.30(LT) -l- STA. 29+p0�LT) TO STA. 30+SO�LTf -L-STA.23+51(RT�TO STA.24+14(RT� -L- STA. 30+85(RT� TO STA. 32+00(RT� DETAIL A DETAIL C NT DITCH LATERAL BASE DITCH � No� �a smiel I n.,i io s�oie� �°r` � �n sioae Gro�nd 3;� D F��s� G�ound 3.� p 3� ��'��- slop� B Min, D- 1.0 Ff. O ! Min. �= 1.0 F. � B= 4.0 Fi. 6- 5.0 Ff. -L- STA. 13 - 00(LT) TO STA. 74 i 93.30jLT) -L- STA. 29+OO�Ln TO STA. 30+SO�LT) -L- STA. 18+OO�R"n TO STA. 22+16�RT) DETAIL B SPECIAL CUT BASE DITCH ( Not to Scale) Naw,oi � o� �. r,o�� GrounA 3:/ 3' t�e< prt<n d � F�� sioce B M n. �= 1.0 Ft. Max.d= 1.0 F. B- 4.0 FI. Type of Liner- PSRM -L- STA. 73+OO�RT) TO STA. 18+OO�RT� —L— POT Sta. 10-�-00.00 s \ ` DETAIL D PIPE OUTLET CHANNEL � Nai �o Smlel "c-,wa"'°'r . . ,, o �� ---c:'o��a � Lengrh- 5 Ft.@^^r�� d= 1.5 Fr. �v��anie� Est. = 4 Tons oi Closs I Rip-Rop 5 SY of GEOTEXTILE FROM STA 22+20 -L- TO STA 22+25 -L- LT /� \ % / ` \ \ a � F\ \ , \ \\ � ,-_ � `__ a �\ ��.._\ � // f m � 14+17.85= � C �pE'�T � -�`>��F -- \ \f� � \ \ � F \ 2�,1 �� P O � �P �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER SITE ] RIPRAP OUTLET CHANNEL 8 IMPACTS IN a � SURFACE WATER � ��s��sr�� —L — PT Sta. 2l +94.7/ - _..._ � \ ` � � .. _ � C� C �� --,.. � `�—C! \. '�= �--__�_-7�SL-= —_ � ` '�._ \ ` .. . . .. _-"---Y�-cf= -- — �5._- . � ._ lo � .. _ ._______ —Sf—.—:._. J� � -�' � I � �� - .. . - . - -- - . - - - - � � 4:.� � � - __ __'. _ __ _ �� - � O - -� � ' �C �c� �I�o p�� ..� �� a �� - � - - . -�� F E�\�vF��, m �4 \� \ \ \a � � � aPU� �d .. —DR5— OT 10+00.0 E\_ F � \ \ F � � F E � -ORS- PC 10+37.0/ F . BEGIN CONSTRUCTION —DRS— PC 12+86.75 � —DR5— PT 10+57.0/ SKETCH SHOWING BRIDGE RELATIVE TO PROPOSED PAVEMENT —DR5— PT 13+19.97 END CONSTRUCTlO� —np�— Ar r�-cR� NOTES: 1. PRE-FENCING SHALL FOILOW PROPOSED EASEMENT OR PROPOSED RIGHT OF WAY LINES. BEGIN AND END OF PRE-FENCING IS LABELED ON PLP,N 2. ACCESS TO EXISTING DRIVEWAYS -DRI-,-DR2-, -DR3- AND -DR4- SHAIL BE MAINTAINED DURING CONSTRUCTION 3. THE EXISTING PAVEMENT STRUCTURE ON THE PORTION OF US 601 TO BE ABANDONED SHALL BE REMOVED ONCE TRAFFIC HAS BEEN SHIFTED TO FINAL PAT(ERN. RIGHT OF WAY WILL REMAIN ANO SHALL NOT BE ABANDONEO FOR FUTURE USE. \� . � �\ �4�\ 't�� a �� = _ _ y ��v�`� . _- � �_ _ _ — — � ��_—F-�t � r��- F �S'i r ��_ 0 PROJECT REFERENCE NO. SHEET NO. F,—c � / C'Lf�/„�--� /V RNJ SHEEf NO. P�H—O-rt ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dN��i�1�l�1LE ]E ➢�1L�N4 DD VOT VSP. FUR !W' ACQUI9ITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,,,,moftatt & nlcnoi �- -,x PERMIT DRAWING SHEET 5 OF 10 � / / O/ / j / I III I � ��, —, � �o� �SITE 4 \ � .�� STREAM STABILIZATION �� 8 IMPnCTS IN �� TS SURFACE WATER \I N — PDE .�N PD� m ; TS TS -� ;� vi. I R � u SITE 1 RIPRAP ENBAI a iMrntr SURFACC N " SITE 1 TEMP.CAUSFWAV 8 TEMP.IMPAGTS IN ' Sl1RFACE WATER SITE 3 BRIDGE & IMPACTS IN SURFnCE WATER � � i', Q 1I � 1" + "' �.� �� W � !� N W Q = � N N W W w li i ? N � i- _ V _ � 2 Z � w � O---. .... ___.- �DENOTES IMPACTS IN SURFACE WATER N SITE 3 BRI�GE 8 IMPACTS IN SURFACE WATER J — I _ � � �,�,� O � �' � - � - o � ' �i S G� O �° +� � � i""' � N W � = i NN � W N W Z `n � �'� _ =��-,= U Z -L- PC Sto.25+03.21 I -� ._ � � _—— , � , v .. �,, ,.r.-, -.,..�� t'� k �,_, � � �w� _ ��.��' .� . ' � -OR4- PT 10+00.00 �' �l�lliL��ss ��_".-".-,, _ Y„ � 1 1 1 1 1 1 x r 1 i x 1 1�, 4� �,� 1' 1� 1 Jc � 1�. �z' 1 4 i i� . i i i'.ti �� s 1.k 1 1'.r. . . . . � ��av � i 4 1 y �LFd'" ._ _ .. . t . . � =- � � � �o , , � -- __ . _ --- _, �--� � p � _ _ �� t�� - ��—_ —Q� _-__ _ . C- __ � _ — _ _ u � _— PPES y � CI �CF _ � _� ;:�_ �-��' c " � � -OR4- Pl ll+/7.56 � � �P L �a NP f-- --- _ . � � I II , I I I i p RET I !0 '� � I I � � __ � � -L- PT Sta; 33+78.83 I— /I -: I �, �� ,. I' / I I � I — � I . _ _ _- I __ F� 5°0.. -- . --- F _ � r- _ _ - . _ � _ -- 4 REM � __ 4-�� f =— - � �------ � -- �,y i w m F 'F -DR2- POT Il+1034 � �� ._ - _ � I�� _ ^�� F? I 1 -�:1�� - � _ ��J! II . II �. I +� 1 �I - / I II � � O r NOTES: 1. PRE-FENCING SHALL FOLLOW PROPOSED EASEMENT OR PROPOSED RIGHT OF WAY LINES. BEGIN AND � END OF PRE-FENCING IS LABELED ON PLAN 2. ACCESS TO E%ISTING DRNEWAYS -DRI-,-OR2-, -DR3- AND -0R4- SHALL BE MAINTAINED DURING CONSTRUCTION 3. THE EXISTING PAVEMENT STRUCTURE ON THE PORTION OF US 601 TO BE ABANDONED SHALL BE REMOVED ONCE TRAfFIC HAS BEEN SHIFfED TO FINAL PATTERN. RIGHT OF WAY WILL REMAIN AND SHALL NOT BE ABANDONED FOR FUTURE USE. � ,.r,/� - G� 1 / ��i �r,' � „n�� k.;. � O �� i � � F � / � . TOE PROTECTION I SEE DETAIL H � I E5T.80 SY PSRM � + PROJECT REFERENCE NO. SHEET NO. r;—�Jl�i l-��h'�—c RMI SHEEf NO. P_` f"I—�J�-. � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��moffatt & rilcnoi -,x PERMIT DRAWING SHEET 6 OF 10 RET , � � _ � � I __ - _,—,�S;V+c ri w RET DI - I I; � IJ � {..7 ` ¢'.�3 �li; - `, I\ - � ��.� �. � _ i � ,J�/ . � \ / / 1 � � �_ ` , `�' �'i � � � �''' � DETAIL A � / � � � NT DITCH `� / / � •,` � \ � ��f I No�jo 5cole) -�I � �/ \/ I � � `Dii�h / / � � Gro�+d 3� �� 'F�o��s Slope f D � } Min. D�� 1.0 F1. � -L- STA.13r00(LT)TO STA.74:g3.30(LT) -l- STA. 29+p0�LT) TO STA. 30+SO�LTf I : DETAIL D DETAIL F L4TERAl BASE DITCH LATERAL BASE DITCH � N i�o s�oiel I�� va smlel I � j'� 6 ''{ ,I Gro�nd J,.l p 3.\ �•�iF� \— Fill G�o�nd l.� p�,� �� SIaPe siooe d ..�'I Min. D= 1.0 Ft. G[Oi[nit[ B I B= 2.0 Ft. Min. D= 7.0 Fi. b- 5.0 Ft_ Max.d- 1.0 R. •when e I: < bo' B= Z.0 F�. -L- $TA.24+14(RT)TO $TA.26+50(RT) Type of�ner= Cu55 B Rip-Rap 6= 5.0 Ft. -L-STA.23+51(RT�TO STA.24+14(RT� DETAIL G DETAII H SPECIAL NT BASE DITCH TpE PROTECTION � H�.o s�aie� I Nm ro s�oiai ( \ re Nai�ral `o� —F,;F 'S�F`\%�ope G.aund 3�� p 3� Noiurol — � � � P°'�e � Gro��d d �.,�� Min.�= 1.0 Fisla �.. -� —PSRm B= 2.0 Ft. d- 1.0 Ft. -L- STA.26+SO�RTJ TO STA. 30+SO�RT� Type o(L�ner= PSRM -L- STA. 30+85(RT� TO STA. 32+00(RT� 0 � � DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER P Zp11 �� SITE 2 RIPRAP OUTLET CHANNEL & IMPACTS IN SURFACE WATER - TS -5�==--- -- �� —_�i F � — —c� �� TB 2G1 I I �I� ` L� � N �/1 —_1 �1 ��` V � \ SITE 2 m ' ��,� STREAM STABILIZATION � & IMPACTS IN `' °' SURFACE WATER `� TS PDE � �, P E `� S TS TS � ��'�i-i �_ -_ -_��_ i�� i-ii� _ � i�� i � �- �- �� C� i' � �� - - - m ;�_i,� a ��u��«u�,� a_�'�-�`� �� ; S -- TS �.�_�a i � � �,��a � — ' ' —, — �� — � �.�_�� , � �i � �i'�i_�I+ � fii��. i1ii��i �� 1�� iiii I �� i �. ��i�� I � i i �I�li� - iii = �� ( ��II _ - '1��,' J � �I I_� ` � - � _�_ I i_l � ��i� �"T �i �� SITE 3 BRIDGE & IMPACTS IN SURFACE WATER SITE 1 RIPRAP ENBANKMENT & IMPACTS IN SURFACE WATER SITE 1 TEMP. CAUSEWAY & TEMP. IMPACTS IN SURFACE WATER PDE , , � � F _ --- � ��1� �� --_ - - ��l�l l I i � �� , �-,- i ��' �Y i��, ,Y� — ---- /��i r i � �;�,�- rl - $ ��;,��' "'' �� ,Z� � — — ��i�_�; � �� }l�l.i Q� QI �-� �-� -- �,� % t� � C� i=y �� Y' 1 i �. , �� i,i;, r � I I Y I� - �i � - % :i.�i � � �i �~ ' � i I i _ _._r�r-rTY I !.� � \ � I��Ll l �_� l`I � �y � I i I�II i t�=-- �1 �- -- — _,I�� iiii_i_�� 1�' � � -- —%��_�� F�, / ,, � � , �_ � TS �� s ��TS ��ia� il�rl.� , �� ,i�l �vl�.l � i i , Ill��if� � � � ii � rl I�1 I I 1_1 ". /� .01 SITE 1 STREAM STABILIZATION & IMPACTS IN SURFACE WATER SITE 1 RIPRAP ENBANKMENT & IMPACTS IN SURFACE WATER PROJECT REFERENCE NO. SHEET NO. -_� �-, Fr�M-� RM/ SMEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IIN�C��JL1E 'E 1�]L�N� DO NOT L�SE FOR ! W .1COUt51TlON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��\�n�f�a,�r & ��no� „� o„ � ��_ ��_ No`:"F �, PERMIT DRAWING SHEET 7 OF 10 ; � --- - BRIDGE HYDRAULIC DATA i - L� I DESIGN DISCHAR�E = 4500 . . . . . . . . . . . . . . . . . . . . . DESIGN FREOUENCY = 50 � ' DESIGN HW ELEVATION = 974.9 . ___ I_ � � I I i i I BASE DISCHARGE = 5206 _ i_ li ��. : : � � � . . . . . . . . �.. .. �I I I i i ,... .�,. i i � .. � . ��. �� i i � �:� - I00 � � I BASE FREQUENCY - il BASE HVy ELEVATION - 975.7/ j I I�� I � I II I I I I I I I � I I� I� I I I I I OVERTOPPING DISCHARGE _ 12000 CFS YRS FT CFS YRS FT CFS PERMIT DRAWING SHEET 8 OF 10 _� ............ . _...... .;....... ........... I � BM2 ELEVATION = 472.99' N 529,335.02 E 1,543,084.54 _. -L- STA 23+68.27 151.91' (LT) _ PROJECT REFERENCE NO. SHEET NO. B-537/ PRM-7 ROAOWAV DESIGN HYDRAULICS ENGWEER ENGINEER p1�CtC➢l�l[1P1LE�f'lE ��,.�N� Il0 NOT L�56 i�`OR i! W ACqU151TiDN DOCUMENT NOT CONSIDERED FINAL I � i i OVERrOPPING FREQUENCY- �500 YRS � RR SPIKE IN ROOT OF 36 OAK TREE UNLESS ALL SIGNATURES COMPLETED � � OVERTOPPING ELEVATlON = 479.3 FT � �� _. BEGIN GRADE � , I, � � mo,�arf & ��h�� N �� ` � F �.,9... -L - ST A 12+50.00 i __ . . , _ ---- �`� DATE OF SURVEY = 02/04/20/6 -' ---- - 510 ' � � � o�� i i I�I! i I ' I I '! � __ 3,52 � � � ELEV 4S' i � II i i I I I I I W.S.ELEVATION = 462.6 FT , END BRIDGE ' � + ��n iu � � � � � � � � � --- -'--- --' i BEGIN BRIDGE 500 -_-___ _ _ o� J �i I --- A J DATE OF SURVEY STA 22+45.00 - - --STA 23+95.00 _, __� I'- Pl - l5 65.00 �, � i � i i i i I � _ I -- ' -- i i PI 20+00.00 � � � j � EL - 477.92 I i I i � � � � i � � � I EL = 482.02' I � � . .�. . . . . . . . . . . . . . . . . . . . . . . . . ' KC = l 390' . . . �. . �, . ��. i .:I ; i ; . . �. . .. VC-= IZO� . . . . . .�. . . I APPROXIMATE � I . . . �, 4QO ,_ � : : . .� ��, � � � � I� � � .. K l86 � EXCAVATION = 7,200 CY - - ----- --- - � - � . _. _ .. � � . _--i - --- -. i _ . - �. : . : - : . �: : - : - : : � �. , . . . � I �:I i i I i i I i � '. i i ' i i � . . . . - _ . _ - - _ ,' _. - STRUCTURE PAY ITEM � � �. : : . _ . � . . . . �� .. '� �� i � . I : . . � i i i . : � � �.. . . . . . . . i . �. . i . . , , , : i � � . . . . . .. . .. . . i . . i �. .., -- � _ � � - -- -- _ _ _ __ __ - i _ _. _ _ 1+10.9444% �+10.3000% __ �. ___ __- �- � I ___ _ ---- - ' i � il � i , __ 480 ' -- - - —� �- � � � � i-- = - r-J 347% ` - - - - � _ _ ___ I - - _ _ _ �-J1.7779% (+J0,9444'/. - -- 1- ` i CLASS II RIPRAP � (-J.3..yyp� - - - � - _�__ .. ��t ^` EST.370 TONS .56 �'R� - � ` _. . . . . J . . � . . , . _ � _- � - - - _ '�.. _ �l -J /..35% i . , � . I � `` . . . . . . . . . ._ . . .. STRUCTURE PAY ITEM . . _ L V 9 (+J 'i �: . . 47� - ��: O � O p - - - -� - -'- - - - -- _ . . , '�' � �_ --,— — — -� ` . _ '� . . , O p � . �. � I � . _ � �� . . I �-"� . ' � a �.•t ; - . , , . — . o� +� `- oo -� i i - -- -�- --�--j------ - Il_05%'----_ ~!_ �` �__ �I 62% + � o �. � o -�-- __ � � --� � -- ' � 1 � - - � � � '; — DITCH LEGEND o Q� * I �� I I i i i o o , _ _ - -- � ' -o , i._ � o rn 1 (- i i i � � � M i i I 460 * � � - � � o �o - �- �-� � II'� ~ I � + � ' I � -i �r i �� 1 fi�, , , �1 I a t , , � ; I� � i ivws 46z.s �r i-. � -_ LEFT DITCH - — i F y N I r y I I + `i1 - o�n ; ! i � RIGHT DITCH - - - - - - ' � _ _ _ _ _ � � : � : FOR PLa, _ I � � _ -_ _ _ _ c�a.ss u eiPaaP '. - _ ___ 45� N VIEW SEE SHEET 4 �o ES7.32o 7oN5 '�' V �� - STRUCTURE PAY REM 11 12 13 14 15 16 17 18 19 20 21 22 23 24 510 � 5Q0 � 490 � 480 �`- 470 G�� i: , � , , i i � i i � � � � � � � � � I � � I I � , , , � , , ---- i i - i - , i - -i -, . --i - - —_ _ . . _ . _ . . -- �- -- : . ,_ _ . ' . . ' . _ .J— il. �.. il il �.. il . . il . il il : ii ' i �, �. I �, � ��. il ��. . .. : _ .. - - . . . : . : : : _ . . : _ — - - - . . -,� : �. --- : _ I �. _ �. .. �:- -- - -- -.. ._.- -- - -'- - --- - -- ---_ __. �i�.: � _. —.. .__: . ---- , �. .. , �,. i. �. : , . . -�.. . '_ _ --� - . , , �.. - �-r -- --�-- . T . . : - �� - ii �i - n��i i ��- � -- -� - - --.. .. -._. - - - - -- . - .. . - � r� r il i � � i i - � il �.� 7 il �. ii r� i� � - - — - -- - -� - _� - . - _ .. _ � .: :. _. _ .. .. :.. � - - �. �. : I -- i . I i ��. � .� .. ; .. _._ .. __ .. i �. . __ . -__ I- r -; I I 1 I �: I : I� r � � I_ i i i � I I � I I � - I � i i -- _ � i �—u i� u�i - �u � i u� i i -- I i � � i -� - � - � � � �� -- _ _ � � ; r k �� - I �� k � I =r, � �� ; I k ` , � --� _-� � ; - ; _- _ � � , - -�7—�� i 7 � r i -� r�l r�� . -� -- - . - � � � � a— �� -�� '�. � i � �� u � i , - _ a - - � _ T -_ =� _ _ � �� k � I END GRADE � - _ - w � - - -- -- _ -- -- - h � �-, n � �- h ;T �� -L - ST A 32+00,00 ' -; > � - -- --� �—�� _ �r � - ��, � � rn � , - Q '- - — _ _ -- _ _ ,— --- L � : _ � a � I � � _ � '_ � a _ � � I � : ELEV = 503,33 , -- � J � == - - — � -- : —� _ _ �— � 1 ' N L ' _- � y � � u U � � � --� � _ w - - _ � � . � o ' -- � � � � � �- _ +- -- _ � ' ��I I I� � I � i m t -- - - --- I_ � � __ �c _ i . . __ 1 � � — -- - � n r, 7 , � � i —T- - � cn � � � i i �- � � . � � � �i � �I �i � - -- = -- ----- - . . _ _ _ -- -- _ i i i - T - -_ . , �- � Q � k L �I � l � � �` Pl = 3/-h00.00 � � � � - _ - I -� h h 7�T EL = 500.56' i i i i`'i '� _ -- � � _ --- --- , --- - ---- i h i _ -- _ - --- � KC = /70, ii � � , � 'I�� I I� il � _ /5/ � � _ m _� I I _ I__ V � I_. '-- i - I � - i l i I I i I l i , i ! I _- I � �- - i � � --- _ ---- -- � _ , --' _ ---- -_ . � _ _ �+12T633% I J _ _ : : J EL-_ �4.05'� _ i �� I __I I i � - I I g855'� ___ _' - - - :_ � - - _ _ _ ' - - . . � � � � �+)3. � : { VC 490' 1 I l — / I _ _- - — , �- -� _ - -- --- - -- -- -- - ------ -- ---- - --- --- -- , : - � s �_'(+) 4p69 _ _ -� ; _ � � i__ ; � - • i I; il ,i ( J 073% i , `I --- - ---- ' — --,- _ , _ ,- -II � � _ �+) 4.5 ! � � �-i � ---; - � � � I I��I � � --',48% �� l o 0 0 o g o �� F'' - I DITCH LEGE D �+13.8 �� oN oo� �� __ N ' S55° (+) 3- -.- _ - � _', � � i__ .� i � � - � v � v . I�' � � � � LEFT DITCH _: __. . - ti � o �-,�' � o +v _ p I (+)2.8��+)030001% I �� o� . o� , � ------- �. � ' ' � "' v +�- � i � I� I� I� I I I II � _ � rt �1-� � � � � , + v i � �� , � i RIGHT DITCH . i � i I 0 . � : � �i � � I ...f �.. I.I �, . �, �. �, . . �. i II �..lill ,I1 ill, Ilii I ,I ��iill Il��i I .I��ii.l ..... .. . . .. i�.. I . �. I : .. .. �. .. I - i --- -,— - I- -I - � � � , -- ---'�-- o � -- - --- � � , � I , i _ �----- ---- �� -f I r i �I I ii il i-ii iil .. . .. � .. � ... � � . I... + ..�I I II �,II I III II I I I �II ... .: I . . .. .. .. . O� . . - . '. �. . : . ', �. �. ', . , . �. . : �. . . ', . : �. . �. �. 24 25 26 27 28 29 30 31 32 33 II FOR PLAN VIEW SEE SHEET S I 34 35 490_ 480 470 460 510 5QQ 490 480 470 ' � ', � i PROJECT REFERENCE NO. _ � --- _ _ _ ------ ---- - 8-5371 � � � � - - - - _ _ __ _ _. --- _-- — -'--- -- �'--_ . . . � � . i . i ��-� � I ...- �-� -'�� ROADWAV DESIGN II ENGINEER SHEET NO. HYDRAULICS ENGINEER — — — -_ ___ II I I_I_ � � � f_- �__ .� I,, � I ' --' BRIDGE HYDRAULIC DATA d�s��o��.� � ��.�iv� R E M O VA L O F E X I S T I N G B E N T. __ � NQT �.SF FOR s,w ��Q�„S,T,oN DESIGN DISCHARGE = 4500 CFS ; DESIGN FREOUENCY = 50 YRS -- - — -- : _ _ - - DESIGN HW ELEVATION = 4749 FT __ : ' ' I � , BASE DISCHARGE = 5206 CFS — I II I'� I I , ' , ri� BASE FREQUENCY = l00 YRS —_ � i�T � i� �� i� I1'I�� , � I �� - i I�� i I � I . i ,I .. i I ' BASE HNl ELEVATION = 475.7/ FT � �� DOCUMENT NOT CONSIDERED PINAL - - - � � - - :� ��. - - - 4 � II- I I I T �'- � II II I� II I .. � .I II � I � II : I I II ', ��'i II - - OVERTOPPING DISCHARGE _ l2OOO CFS � � UNLESS ALL SIGNATURES COMPLETED j I� I� I I 'I I I II i I i I I I'' II '� � �I I � II li OVERTOPPING FREQUENCY= �500 YRS _� — � I� �� - L — � � � I� IL' '� L� ��I� II _'� � � � I OVERTOPPIIyG ELEVATION = 479.3 FT -- P E RM I T D RAW I N G � �a ��H� H� � �� H� � � ��H� H, � H -- _ -- --- : __ - , � ;� H '!, . _ SHEET 9 OF 10 - ; � I�� li li I li I� li li i li I�i li li li i li li i li I�i li li i li � 'I li li li i I' I� DATE OF SURVEY = 02/04/20/6 , '--- _ __ _ ---- ---- i-- � ' � i' � � � � i I i i � ' I � i_ � � � i W.S.ELEVATION I , j � i � �i i i � I �i �i � �I � i � r-P � i AT DATE OF SURVEY = 4626 FT ; i �� i � � � � �� - � _ ��: i � � �� , �� ,�� i I i .i I _ _ � � � � - � 490 �� ', i_ '�, 490 � �, � � � � '� � � � ,�' 'I ', � , �� ;�,� - _ _ __ _ - : � � � _ � j '''� � I, � I�' __ _ _ _ ' �,' -- - _ __ __ _ _ - -- !� � �, �, , �� , � � � � , ' ' �� I � i �I� �I �I��,� � �� , � , '�� I!�',I ',��!��, j � : ' EXCAVATION'FROM--�---- � � � � -- �-_ ,_I- _ _ _�_-� — � ---- � ', EX. GROUND TO j ___ - __ - ---= --- --- ---- --- - - �' ' . _ I� --� — --- -� --- -- - ELEV 470.1' TO �,, --- -- - I _---- ��_ � �-_ � I, EXISTFNG BRIDGE ��,-' I � 4 � � � ' I ' � ELEV 470.5' ; � ' +—=_=_ — I __ _ j --- , ; — — '--- ----- —_ —_-- — — — — .— — — — — — —; — — — — — — — — — — — — I �� ,�� ,^ ------�-------L��- -L--.� � - -� — —�— I `r-- i � T - I - - - _ , i � � ---- -.. ;.. . __ :_. ._._i_ ._.. �.___.__ � _ -I_I_ .. _ I .. _. I .�_ �.I. _. I -... _. .._ . . . �: .. ____ _ _ _ .. .. .. ._ __ "'I_--- . . ._ _ . . I . . . . I_ . �" f t'� _ . . i ., . . I . . . . - � . � I i . . . . . . i . . I � I : I i '. I I�,� I I I I , i i , _ i I i i : � -I _ . � J , ` � � II ; . . .. . _ I _ . _ . .. � I � -I �i. ,'i i li II , . � � ' _ . , - �� :I I I _ CLASS II RIPRAP � � I� � � I I �II II ' '� '� ,�. 4 7 � _ _ _ � _ -!- _ � — �.�, � ,— � ��: _ _ I I _ _ _ K EY E D N 3. 5 � _��. �� 4 7 � ._ — I ��I � �i � _ _ —_ � � �� i � �, / ��- , �_ F � � � � � . 1 � � � � � �� _ �_ . j �� ' � T5 � � ' ' '�,� . � � - � ��I � �� - � � E E P TY P , _ � � � � EL. 464.6 _ , i_ I I � MIN. � i � � � � � � _' � � � � _ , � ' � ) �__ � -�_�� ! _ _ �'� ,v� _ _ . i. �� : _� � � - � � �,11 t i i-�_ � I � � ---- � --- � ----'-- � EXCAVATION �F�ROM �� '-- � � � � ` , �_ri� � � � - �-- - � � ___ � - --- � �� ---- ELEV 400.5' D �0--- k - _.��i�`�, 1 _ � i 1`�' , - � --- -- --- _ � �,�� ' - � �= I' ! � , 460 460 , -- _ j - - - . � � ; � �_ �� »�� _� � �, _ _ 450 � , �, � i � ; ; ! � � ' . � TEMP. M AC SAY & i � , T� I - i _' :-i- , , NWS 462.6 � �I � _ � _ , _ I I,I _ IN SURFACE WATER — � I�� _ . _ __--- _ , _ � � � j j-= � � � I �� I� I��' �� ',I � I� I I � � I , � � �� _ _ , _ � �� - , �� ' : _ � - _ ; �, _ � : � i � �� I�� '�� !� � �� : 450 ---- f � � � � � � � � � � � �� : , , , � : � i� i i iI I I I i I iI �i i� � � �', i i. �� i i ' � I --- - _ ,_ - - - - - --- - - - - -- ,__ __ � _,1_ �, I, I �� I 1i I I' I 1-'- � i �� i � . ; � � �� 1� � , � 1 � � � , � �� 1� �� 1 ; , ; � _ ; ; � �� '�� , _, ' � ,, -- �i � _ i , _ _ _, _ :_ , �� ,�� , � � �� ; � _ � �. .. .. .. : . .. � .. i i i i i ,i �i i �, �.i - li'��I il - � � �. .... . .. ;. :i .. . .. . . . . .. .: ; . .; : :� I I I I I II I I I .- . : . �. � - .� . . .. .. .. I �.� �.� . �� : �� .. ... i.. ..: _:._.. . I�..ii �III �i_i I il i ii I I iil i.l�l lill ii.:l il i..lii liil ... ... ... . �� l_ II I III I II�III ��I �� I�il � , : _ . . . . . . . �. . . . . . . I - . . . . . � __. _ . . . I . . . . . 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I ' � � � � . �. - . ,i , . . ,i . . .i. "i. I i. . . . . . . i .. . .. .. .... ....... ...1... ..... ...... ...1 I_ i .I. ,.. !. i ,...II!I. i ,�i i..l. ..... ..__. .. . . .-. ._ ...._.. !. . .._...I... .. .. ... � .... ... ... .._ . !i. .!,. ....i . .. .... _�... ..�..�. �. ..� . I�.I ii�. lii i.l. �, ii.l�,�, iil..11i.li Il�,�,.liil �,I.I ill I.�li I ��iil .I��i I Il�ii.l ..:. ._. . I .. ... ._.. .�:... ...I. _...� .. . . .; .... . . . . . . . . . . .. .. .. ... �{- -. j �.. .... ��I.� �''i,!. �... . .�. .. . . . . � . . � ' . �. I . I. . I �, I I I. I �, I I �. �. I I I .', I I I , �, �, I . I I .� . . . . . -. .. .� . I �. . . . . I f I I I I I I II II l i i� i i, li I I _ _i _ -- - _—� _ __ . _ _ _ _ . __ .— �— _ _ � _ --�— __ - --- — -- _ . _ . _ _ — --- - �. � _::i �. �.. �.�. {::: �: �. ' :::4 . I I�� I .i I . _. ... ... ... : . .. : .�. i�. �.i .. .. .. . .. .. .. . .-... �._. .�.,-. ... ...: i �, i ii. ' .�� I.. I _ i ... . 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I_ I II I II II II II II II II II I J'II _: � I _ I ; � , , I, , ,' ' _ ___ __ _ _ _ _ _ � � I� I � � �� _ _ _ _ _ _ _ _ � � 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 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- 23+19 LT to 23+65 LT Riprap Enbankment < 0.01 < 0.01 15 8 1 -L- 23+31 LT to 23+70 LT Stream Stabilization 0.02 < 0.01 70 25 1 L- 23+32 RT to 23+53 R Riprap Enbankment < 0.01 < 0.01 7 20 1 L- 22+26 RT to 22+68 R Riprap Enbankment < 0.01 < 0.01 29 20 2 -L- 22+14 LT to 22+40 LT Riprap Outlet Channel < 0.01 < 0.01 6 20 2 -L- 22+82 LT to 23+27 LT Stream Stabilization < 0.01 < 0.01 35 10 3 -L- 23+62 LT to 24+46 LT Bridge 0.01 83 TOTALS*: 0.04 0.02 245 103 0 *Rounded totals are sum of actual impacts NOTES: � � � • � � V � � O V �ec. he�1' %��A Fn� IndF�x of l� �,t. IOWN O'. _—_ �M IO � � 'n1�B9�1 � q�NADIFND � f ck�FNB / Yv �� ' -' � �� 4 , ,� r � �; � . _ 2 (py��CO URG ] ' ° � � � � °"' co Q �e�y �,e E N D y� Ie�,�K'aa �� , �r�o�- � PROJECT w � r 2 ' _ � � � BEGIN �� '� ' I_�_ S g�. .Y� y o__ PROJECT I e�`� �9��<� �;- 607 ! P�� a �' \ � y--� 601 . � o . � � � � � � , < � � n y�.��,�� "� � ��?�� W a y� �� t I'"o m�� ui !� . O Nlv� .., \ � � � z�� y � s�� --- VwZI U� CAB HOPEWBtIil HORCH �-� • [ �_ � N � � 4 � ,T.. � � � _� � � �I / STHN LS COUNTY � �� Y COUNTY�RO: Kr ...._.. �x�\R , ��. �� ,— - �� TO VICINITY MAP (NTS) ��'��`�I 'I� �� I � �� I ; �' II---� ��°��; s'`� ��i.�.Y�'�,;5'b `�ll ��1L��,�r�"� �9�.Y U1�141� CO U1�TY LOCATION: REPLACE BRIDGE No. 71 OVER CLEAR CREEK ON US 601 TYPE OF WORK: GRADING, DRAI11lAGE, PAVING, A1VD STRUCTURE RIGHT OF WAY PLANS I �� 0 � ,�1P oa aP 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� P.E. DOCIIMENTNOTCON5IOEREDFINAL UNLE55 ALL SIGNATURES GOMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH l'repa�ed for NcooT in the Offlce of: gyDRAULICS ENGINEER 1/11moffatt & nlchol ,", 50 25 0 50 10o ADT 2018 = 7,641 g�, �i �� s N� � o� ,� moffatt & nichol ADT 2038 = 13,005 �� p 2012 STANDARD SPECIFICATIONS P L A N S K= 10 /o LENGTH OF ROADWAY TIP PROJECT B-5371 = 0.341 MILES �� V � �°G� . �� ,�, � D= 55 % LENGTH OF STRUCTURE TIP PROJECT B-5371 = 0.028 MILES sicNaTri�e; P� �, �- $0 2$ 0 $0 700 - L' � T- 20 %* RIGHT OF WAY DATE: TIM R. REID, P.E. ROADWAY DESIGN I$ �.� TOTAL LENGTH OF TIP PROJECT B-5371 = 0.369 MILES PRo�Ecr s�•crxFFx �'� /�\ ' V= 60 MPH PEBRUARY 24, 2017 ENGINEER �� " "T ��, -- 1.`�/ PROFILE (HORIZONTAL) * TTST =11% DUAL 9% ,", �� "°� \ `:,"��i rva��;:�� ; l0 5 0 l0 20 FUNC CLASS = LETTING DATE: TRENT E. HUFFMAN, P.E. moffatt & nichol MINOR ARTERIAL FEBRUARY 20, 2018 rno�Ecr DEsrcx sxc7NCEn PROFILE (VERTICAL) REGIONAL TIER PE SIGNA7TIRE: 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 � s �'��- Potential Contamination Area: Soil -a� -s ��2� 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 e' ��][� N �� lE�'1�' lE�[ ��'�1 ]E��;�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-�-I-:r-�- Hedge ,,.-.-.-.,,.-.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. DETAIL A DETAIL C _�_ NT DITCH LATERAL BASE DITCH ,�� °�� '"°"° s°°'g� Pl Sta 15+29.5/ Pl Sta /9+35.20 -o',�' � p= 6° 23' 16.6" �RTJ p= 22` 39' 32.2" �LTI ,h �'°a° D= 2' l7' 30.6" D= 9' l8' 28.6" Gro�nd 3;� D F��s� G�ound 3.� p 3� ��'��- slop� M��, o- ,.o Fr L= 278.73' L= 525.98' � nn��. o= �.o �+. � s= a.o F�. T= 139.5/' T= 266.47' 6- S o F'. R= 2.500.00' R= I,330.00' -L- STA. 13 - 00(LT) TO STA. 74 i 93.30jLT) SE = 05 SE = 06 -L- STA. 29+OO�Ln TO STA. 30+SO�LT) -L- STA. 18+OO�R"n TO STA. 22+16�RT) Ro = l35' Ro = 162� DETAIL B SPECIAL CUT BASE DITCH ( Not to Scale) �a��,o� � o� � F.o�, GrounA 3:/ 3' t�e< prt<n d � F�� sioce e m��. o= i.o F�. Max.d= 1.0 F. B- 4.0 FI. Type of Liner- PSRM -�- sTn. is+oo�er� ro sTn. is+oa�er� -L- POT Sta. 10-�-00.00 BEGIN TIP PROJECT B-5371 STA 12+50.00 -L- DETAIL D PIPE OUTLET CHANNEL � Na� ie s�aiei � , o �� --c:'o��d � Lengrh- 5 Ft.@^^r�� d= 1.5 Fr. �v��anie� Est. = 4 Tons oi Closs I Rip-Rop 5 SY of GEOTEXTILE FROM STA 22+20 -L- TO STA 22+25 -L- LT S7A 12 -i- 75.81 ., � c� ., r� 60' LT \ REMOVE FENCE +50 O%.170 LF - _ � � � \ 60' L7 ... , . A _ `�� ex.2nv - � \ -50 _ -- ' � �_ . 65' LT _ ��` ..` , -'� � ;,-� - �-4p�20'4ry�n� � . � : � �� _�\ \ 6 � w y \ -�.� �2 � 4 P � ' - o !rv o S _ �' :kisnN� F � �7' W \ N �'_ � o ,_ � F� - <'Pg I \ `\ \ � _ ' -50 SP. CUT BASE DI SEE DETAIL B EX 2W EST. 100 SY PSRM - 60' RT S 53' 35' /7.3" -DR5- o I0+47.84 Pl Sta 13+07.98 54` 34' 04.4" �RTI p= 90° 38' 06.2" �RTJ 272° 50' 13.4" D= 272° 50' 13.4" 20.00' L = 33.22' 10.83' T = 21.23' 2/.00' R = 2I.00' _ .-urF� ri - urvo.cv S 63' l7' 00.4" E -DRI- POT 11+37.75 �! h CUT DITCH SEE DEfAIL A END PRE-fENCING -- 14+34.94 61.02' LT - POC Sfa.l4+17.85= l7l- PnT in�nnnn -ORI- Pl Sta 10+74.44 p= 9' 4/' 43.2" (LT I D = l4'l9' 26.2" L = 67.69' T = 33.92' R = 400.00' EXCAVATiON STREAM FROM EX GROUN� ELEV = 470.1' TD REMDVE PROP. EXCAVATION ELEV = 470.5 EX BRI�GE ELEV = 479.5' ELEV = 479.5 EX.GRADE �_ _ - - - - - 655:1�:1 NORMAU � � CLASS II RIPRAP I � � KEYED IN 3.5' DEEP I X= 14.3' TO RIRAP AT BOTH TYP. �� p8.6' STREAM BANKS 2' THICK FROM 10' LT TO 85' LT DETAIL J CLASS II EX. BRI�GE REMOVAL, EST 130 TONS STREAM BANK RIP RAP & aROPosEo ExcavnnoN O TRUSTEES OF THE FAl.�ILY TRUS7 UNOER THE EARLE PIGG iRUST DATED 01/11/99 Ei No. 14-E-0413 ,L��1 �Q� P Q V �P EXTEND -/- 5' BEYOND EXISTING BENT - STR PAY ITEM NREMOVE EX. BRIDGE, SEE DETAIL 1 COMPLETIV REMOVE EACH PIER BENT OR CUT THEM DOWN TO t FT BELOW F. +95 TOP OF GROUND 76' LT ^� CLA55 I RIPRAP TIE TO AT EMBANKMENT EX DITCH SEE DETAIL E . +75 � v ��• EST.50 TONS EX.ILW LT RIPRAP PAD `er�� (� EST.60 SY GT d0 LT ��. . CLASS B N � CLASS II RIPRAP EST.2 TONS a x �' .'(�� T � EST.7 SY GT +15 3 e � TO ELEV - 4759' ' $TRUCTURE PAY ITEM o,- �C�_ � � �� ..tz3 EX. RhV LT pF �- SEE STRUCTURE PLANS � � EX.ILW L7,� . " � q 2j \\ 60' LT -- � REMOVE EX. PAVEMENT PIPE OUTLET CHANNEL +�'.-WC � \\\� �-�-'�. Q APPROI(.2,1805Y $�54 TONS �� oa --' �� \v :.. �..� EST.S SV GT o � . � ' � SEE DETAI+10 , \ REMOVE EX. GR E%� 040. �� PPR X LF �, - -. O. 685 PROP SHOULDER BERM GUTTER � 3 \ . _..._ � o �o _ ... � C _ � `, �.tS��. RE OVE � GRS/0. I � h C , \ ,� \\�-� ... ory , o \ . _ ; �.... ' . y�� ._. _ . __ �... .,. __. , _ ___.: ,. _ . APPRO%.190 LF 2/�"9L{.7� � II a 22+15.88 TO 22�26.54 ' �II ,.;; \a ...-. _....o \\`� �, -,:- _ -- -- - - -- - -�.�. ��- ---,., �r ,�. - .. oao PD � I o, �� __ �- � zo-� rn '�� I +15 � ¢, � C-- '..-- �� .: - .. _. I 6 "''_ -,�_ __ � -- - - - _ -- -- � - � - - C L' � EX RNJ J +0�� __.' C9 . ,�' -- _ _ .__ ___ _ - � � .. �J� ' J I � . 90' RT , ,.y� E% WW \ a � � - l� , .,� �� _ _' _ � �' 60' RT , \\ 7T ^ oN- o _:_p ._ � _. �� _ _ _I Q- f- F r. -� � �� i3 a -tr ,=�I i il , �� pUf �- �af a� �__ ry � � ----- __ --- -------__----- /� � -- - i� < - -- - o � , r�l � ��°�� F E�� a \ _,� .__` �__,__--�_ o ______ . _.____- -. ____ I � +- - -GR�� - �� aF�3:oLT J�� a � 3-- _� � . . . �1�, � /iy" \�� a . . U 350 7L-� - �8 PS ��. �TVP 77 � I n OT IO+OO.O \� /6,�'� PU� ��_ � e � _ _� ___ AP _ _ TB 2GI F _ ; \F '�� 190'�RT �R5 PC tD+37.01 =GIN CONSTRUCTION -DR5- PT 10+57.0/ � SKETCH SH WING BRIDGE RELATIVE TO PR POSED PAVEMENT SP. CUT BASE DITCH \� F SEE DETAIL 8 E5T.397 SY PSRM 50 � 95' RT -DRS- PC 12+86.75 � \ '. \ .o'.. .. . .. m G2N.U.350 T�_, �, ,� �. KNO�WNj � y , ,_4 0 \ a 3 = " 0 12' � � + F � s; � �- _ 27, �„ „ � � _-� � �� iNc -� _ �,,a,_,�,� � . � � - B PS LAT BASE DITCH � � - F - +65 SEE DEfAIL C 115' RT -. EST. 565 Cv DDE -DR5- PT l3t19.97 b'�, ! Peoa ww END CONSTRUCTION � "s RT -DRS- PC I2+86.75 � NOTES: O 1. PRE-FENCING SHALL FOILOW PROPOSED EASEMENT LUKE A. RUSSELL, JR. OR PROPOSED RIGHT OF WAY LINES. BEGIN AND �VIAN LONG RUSSELL DB 98 PG 4g2 END OF PRE-FENCING IS LABELED ON PLP,N 2. ACCESS TO EXISTING DRIVEWAYS -DRI-,-DR2-, -DR3- AND -DR4- SHAIL BE MAINTAINED DURING CONSTRUCTION 3. THE EXISTING PAVEMENT STRUCTURE ON THE PORTION OF US 601 TO BE ABANDONED SHALL BE REMOVED ONCE TRAFFIC HAS BEEN SHIFTED TO FINAL PAT(ERN. RIGHT OF WAY WILL REMAIN ANO SHALL NOT BE ABANDONEO FOR FUTURE USE. 80' RT CL455 II RIPRAP STRUCTURE PAY ITEM SEE STRUQURE PL4N5 - 00 100' Rl BEGIN BRIDGE -L- STA 22+45 +i- CLA55 I RIPRAP ATEMBANKMENT SEE DETAIL E E5T,90 TONS EST. 100 SY GT � DETAIL E I RIP RAP AT EMBANKMENT � No� �o xaiei �, % xm � ou�n - l.o�min.-� Grade -�'25 }" ♦ � � GEOTEX�ILE � / Nw5 -' Type afL�ner- Cl IRip-Rap Geo�ext�le= SEE OELOW -L- STA. 23+08�115' LT) TO STA 23-27�100' LT�; 50 TONS CL I, 60 SY GEOTEXT; X=30' -L- STA 23+63(108' LT) TO STA. 24+00(118' LTJ; 30 TONS CL I, 30 SY GEOTEXT;%=20' -L- STA 22+16186' RTI TO STA. 22+52f65' RTI� 90 TONS CL I. 100 SY GEOTEXT� X=10' PROJECT REFERENCE NO. B-537/ RNJ SHEEf NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,,,,moffatt & rilchol 5 -,x / z /.' , CL 55 I RIPRAP � � I�EMBANKMENT O ' BEE DEI'AIL E �'�� 5 �Esr.3o 1oNs y- EST.30 SY GT- PER A NUNEZ DB 42 PG 877 � CAB D fILE 991. LOT 1 RIP�P AT BOTH - ST AM BANKS 2' DEEP FR M 10' LT TO 85' LT .�'I I CLImbS IIEST 130 TONS b � SEFj DETAIL 1 � � �; t / ��5 �� S� I RIPRAP • AT EMBANI(MENT SEE DETAIL f EST.20 TONS'�� EST.30 SY GT Ri O 4 GERAL� L CLONTZ A�IY B. CtONTZ DB a21 PG 326 REMOVE EX. FENCE APPROX.300 LF- END BRIDGE -L- STA. 23+95.00 FOR L PROFILE SEE SHEET 6 FOR DRl PROFILE SEE SHEET 7 PROJECT REFERENCE NO. B-537/ RNJ SHEEf NO. ROADWAY DESIGN � ENGINEER SHEET NO. HYDRAULICS ENGINEER -c- I� P ,L0�1 Pl Sto 26+4/.80 Pl Sto 29+05.42 Pl Sta 32+04.78 � �_/!° 53' 53.2" �LT J �_ l0° 49' 34.3" �RT J �_/' 59' 40.6" �LT l a3� D= 4' l8' 28.6" D= 4° l8' 28.6" D= 0° 34' 22.6" L= 276.19' L= 25/3l' L= 348.13' i IJP� T=/38.59' T= 126.03' T= 174.08' R= 1.330.00' R= 1,330.00' R= 10 D00.00' � � SE = 06 SE = 06 SE = tiC ;`� I_, ��- Ro = l62' Ro = l62' Ro = exisY i _ ��- I DOCUMENT NOT CONSIDERED FINAL O�- UNLESS ALL SIGNATURES COMPLETED 5 � ��moffatt & rilcnoi PERLA NUNEZ � I Ir�j � DB 6542 PG 877 � i CAB D FILE 991. LOT i � . M � � � � -' -� � AlONZO E. MORRISON _ i i i �. .. PRISCiI.LA i, MORRi50N _, - m OB 65a2 PG 877 I� ;� I } CAB D FILE 991, L0T 1 . � �i _ .• ..,.,._. � _ _ _ � � �� M N � - . ^��' I . � o - .. .. .,.�. i _{ � � � � � i' END TIP PROJECT B-5371 � r' STA�"3�2+00.00 -L- � I� �, o T�' � -L- POC Sta 28+08.96= �`� � � � " �� REr � -L- PC Sto. 25+03.2/ � � - � -OR4=� PT lO+1�0.00 � � _ � • � ' � i -DR3- POT Sta l0+00.00 -- - � i -� BEGIN > CONSTR. REMOVE EX. PAVEMENT I�� j m �_' /�j-; - II /-. -L- PRC Sta. 27+79,40 -DR4- STA. 10+ 5.00 i� � -L- POC Sta 27+57.44= ir . � � '� - � �' ' 17 ' - � , � -_ __ _ �..� �� APPROX.1,670 SY I - - i -DR2- POT Sta 10+00.00 - +is I � S 65 25 .9' E > Z i i ,I � � CL45S II RIPRAP '�"-` '� ' 125' LT PL ' - � Z o -� . io e�ev a75.9' APP OXE 60 LF , '_��, �, . �� C�nSs:BA�X � F I F .� I-- I-� =I� I�� I� � STRUCTURE PAY ITEM REMOVE EX. GR t+"��"-.�� zs �T p;�' I ' -L- PT SfQ 3+78.8� SEE STRUCTURE PIANS DR4- Pl ll+17.56 w I�- . APPROX 497 LF +45 �-�'-�'-i� 1� 11 EST2 TON$ � o� �� ,,, iao� �r � � � � � � � � � � � � 4. ' esr � sv �r �, p� 62' 53' 49.6" E z � I "kt � ' OZ EX RrW _�� 1 Y � i 1 i�� '�.� I EX RhV �I m -�' _ �`�.i,i I'', � . Lr � - _-. . - ...'_ � � �' Y�. �_ 4 _4y k i i 1 , , _ �� ,J'_F_I ' ' �. .�� 5 ETDETAIN A O50 PP S _ TO EPIPE�I N ET � , - . �Y � I � �� > D . �n L-.o � ,'' �� IP . I �:-. ._._ ' � u, .. � .:- ` � I � � -D' / eais�uae eiw�.r _ . �, � �_i.. ', �...- -_r� ��__�.... ' �- p O, .... Mt �� ^ INC .i �._.. ... -r�'_ _- �.--,-- , . -�� Mi:l�!i__ � i '� I � F - ,.. _ _ � . ... I - .. �.._ . - ' _.. _ _ _ -�� _ _ _ - � - _ _ _ _ _. i r�, - - i � . . __ ' O _ _� . . . � i - �^. _ J . - L` L_ i_" . _ ' - + _�s - _ _ i _ _ _ - '- _ - � _ .. � � � sz a- � r � �, �� I � �,__ �� -;.r.��i �� £ '_= � - _ - is'� _ - _--- - _ __ _ - F=_z - 21' 00' 31.0" E � - _Fc r _ _ _ , �_. _ _ _ -c_ _ .:, �_f p / . . � Ps �':i t .:. ' � - � � - - - _ F� p - - ,� �� a o _ - _ - - - -= � � i o 0 0 o F,z I M �L N --- . � �' o 0L 0 0 0 � , 5 Q o � -- �- � _ � lz �/' -- --�-- - - -- - ------ a- - - - 0 � �I t71�! ij i�� v 27' �� -- �� --- Q P ,-' - -- - --- - -- r --- -- - p� � _ � 27� _ � - - - - - - - - + � �-� -k.,--INC a +�-IAC . GR � 35� 71.- _ _ a:� - �. ,�. , ' ' 4 P ml I• I RET. > N W � -PE'&-77� 8'PS EM _ - - � 4�_ � -/ /" _y h_ rw = �� I I' ' _ 0 _ I _ : , i ' �y .. a .:. � 4 _ _ _ _-- Evis'rinc F - RET DIJ .' � Z ' 'a � --L- � ��-- - � � � -= - - ` - - � � � RErc�, �� -- � � - - - � �7 � i� � � v) \ iz o 0 0 0 _ 5oi � + _ . � �- 18 - .:- �, °E SP.CUT BASE DITCH�� C ` . -., 50EDETAILCHION� .. / _ Z==-� N PE B-77 GRAU 350 L 3 �^N a�' � 4 PS P'P,E`$ ��' ° C w L- POC S1a 3� l-3�.��l- EST 8 II � - p SEE DEfAIL G 0 SY PSRM � /� c/� � __ _ +ea zn ' � C � - I �:� ,a8 PS � -� c 1 -DR4- PT Sta 1/+82.03 +so Ex R^" _ �= ��7 � S 7/° l9 /6.G' eo ar o coNsrR. m I� � � J "' - � � 75'RT ��c� I � = a _. - . � � F w r um . .� � ,-+�,��r'.,s ..� . � S 6ea-srn,.io+ss.00 9wa -_ � _ _ � EN � m ; ; o � N 24° 4' 30.6° E 4' S6' 47.3" E: � o o , I , - +so -DR2- POT Il+10.34 -L- PRC Sto. 30+3070 `� � '- " �N +20 70' RT - zl 75 RT :. �,qT BAS�bITCH -'�5 � � ��' see oErna o _ raor anv � +es � -DR3- POT 11+06.44 � � �' � � CLA55 II RIPRAP . END PRE-FENCING EST. 92 CY DDE .��0' Ri ��5 RT _ � � I `�� -, STRUCTURE PAY ITEM, ::$TA 25-I-43.53 �. -' � - - -`-�� - I II END SEE STRUCTURE PLANS 70.08 RT �._ CONSTR. - I �• I � I' �� /.' � � � _ ox2 srn �i+oo 0o I I _ �, -_ J �l DETAIL A � il y � �� / - NT DITCH - L4T BASE DITCH � - I�� I - /- z�, � . � I No�+o 5coie� _ I I � � : .� . I �/ � � % , i � '- `r�„m SEE DETAIL F -. _ - � `o I oii�n � REMOVE EX. FENCE � f' I � ^ / >' "� � r^� ' � . �� ✓ t,.� No�„ o J ' siope ' �J 'i � . 3- �e� L. EST.20 CY DDE I I _ __ EST.20 TONS CL B -� -- 1 � � - i esr. as sv cr i� z� � � �� `� � �� ' �� _ _ � -- � le- I _- i � �' - � s.o�,a a� p F�o, �-�nvaeox. aoo �F � � �� , � r _� � ,C. . �� , - I �e' I ____� I . . I '� Min. D.. 1.0 FI. , �� RELOCATE EXIST. SIGNS �� ?'� ___- �� -L- STA.13r00(LT)TO STA.74:g3.30(LT) � O � OUTSIDE PROP WW _ - O�+ �' -l- STA. 29+p0�LT) TO STA. 30+50(LTf 4 �J � Z GERALD L CLONTZ � DETAIL D DETAIL F o n�Av e aoHn �� V DB 5494 PG 787 LP.TERAL BASE DITCH LATERAL BASE DITCH -- DONAID B. MeLAIN v� I N�� smie� I��+a s�olei CERALO L CLONTZ �IANE G lAc�AIN j ' 6 _, � y , � Al�Y B. CLONTZ DB <26 PG 797 jlm n��ur�l � p 3. "'�', I Slove G�a��d I p ti� ' �'�i. ' sap� OB 421 PG 326 � � �,o��d 3. ♦ I � e�'^� d z I i F�ii �U ��'I Min.D= 1.0 Ft. G[Oi[nit[�' g B= 2.0 Ft. Min. D= 7.0 Fi. I b- 5.0 Ft_ f: c 60' Max.d- 1.0 R. •whe,� e' B= Z.0 F�. -L-STA.24+14(RT)TO STA.26+50(RT) 6= S.oF�. Type of�ner= CLA55 B Rip-Rap NOTES: -L-STA.23+51(RT�TO STA.24+14(RT� 1. PRE-FENCING SHALL FOLLOW PROPOSED EASEMENT I OR PROPOSED RIGHT OF WAY LINES. BEGIN AND DETAIL G DETAII H END OF PRE-FENCING IS LABELED ON PLAN I SPECIAL NT BASE DITCH TpE PROTECTION � Hm �o s�aie� I Nm o s�oiai 2. ACCESS TO E%ISTING DRNEWAYS -DRI-,-OR2-, j �P��e -DR3- AND -0R4- SHALL BE MAINTAINED DURING � Noi��ai � o� -p,o„i 3�F`�S°pg CONSTRUCTION I Graund 3�� p 3� V Noiurol - P°'�e Gro��d d 3. THE EXISTING PAVEMENT STRUCTURE ON THE u -PSRm PORTION OF US 601 TO BE ABANDONED min. o= 1.0 R. B= 2.0 Ft. d- 1.0 Ft. SHALL BE REMOVED ONCE TRAFFIC HAS BEEN SHIFfED TO FINAL PAITERN. RIGHT OF WAY WILL REMAIN I -L- STA.26+SO�RTJ TO STA. 30+SO�RT� Type o(L�ner= PSRM AND SHALL NOT BE ABANDONEO FOR FUTURE USE. -L- STA. 30185(RT� TO STA. 32+00(RT� �� FOR L PROFILE SEE SHEET 6 FOR DR2 PROFILE SEE SHEET 7 FOR DR3 PROFILE SEE SHEET 7 . . . . . . . . . . . . . . . . . . ... .. .. ... .. ... .. .. . , ; � --- - BRIDGE HYDRAULIC DATA , � i - L� I DESIGN DISCHAR�E = 4500 DESIGN FREOUENCY = 50 I , � : � I ' ,_ . _ DESIGN HW ELEVATION = 974.9 __ _ -- _ ' I,__ � � I I i i I BASE DISCHARGE = 5206 , il � � � I BASE FREQUENCY - I00 � i� 'i � � I � I BASE HVy ELEVATION - 975.7/ i iij �� I ' I � � ' I � I II I I � � I I I I I � I I I I I � OVERTOPPING DISCHARGE _ 12000 CFS YRS FT CFS YRS FT CFS _._�.._........'.._ ....... ...... i.. ...... , i � BM2 ELEVATION = 472.99' N 529,335.02 E 1,543,084.54 _ . -L- STA 23+68.27 151.91' (LT) _ PROJECT REFERENCE NO. B-537/ ROAOWAV DESIGN ENGWEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL I � i i OVERrOPPING FREQUENCY- �500 YRS � RR SPIKE IN ROOT OF 36 OAK TREE UNLESS ALL SIGNATURES COMPLETED � � OVERTOPPING ELEVATlON = 479.3 FT � �� _. BEGIN GRADE � , I, � � mo,�arf & ��h�� N �� ` � F �.,9... -L - ST A 12+50.00 i __ . . , _ ---- �`� DATE OF SURVEY = 02/04/20/6 -' ---- - 510 ' � � � o�� i i I�I! i I ' I I '! � __ 3,52 � � � ELEV 4S' i � II i i I I I I I W.S.ELEVATION = 462.6 FT , END BRIDGE ' � + ��n iu � � � � � � � � � --- -'--- --' i BEGIN BRIDGE 500 -_-___ _ _ o� J �i I --- A J DATE OF SURVEY STA 22+45.00 - - --STA 23+95.00 _, __� I'- Pl - l5 65.00 �, � i � i i i i I � _ I -- ' -- i i PI 20+00.00 � � � j � EL - 477.92 I i I i � � � � i � � � I EL = 482.02' I � � . .�. . . . . . . . . . . . . . . . . . . . . . . . . ' KC = l 390' . . . �. . �, . ��. i .:I ; i ; . . �. . .. VC-= IZO� . . . . . .�. . . I APPROXIMATE � I . . . �, 4QO ,_ � : : . .� ��, � � � � I� � � .. K l86 � EXCAVATION = 7,200 CY - - ----- --- - � - � . _. _ .. � � . _--i - --- -. i _ . - �. : . : - : . �: : - : - : : � �. , . . . � I �:I i i I i i I i � '. i i ' i i � . . . . - _ . _ - - _ ,' _. - STRUCTURE PAY ITEM � � �. : : . _ . � . . . . �� .. '� �� i � . I : . . � i i i . : � � �.. . . . . . . . i . �. . i . . , , , : i � � . . . . . .. . .. . . i . . i �. .., -- � _ � � - -- -- _ _ _ __ __ - i _ _. _ _ 1+10.9444% �+10.3000% __ �. ___ __- �- � I ___ _ ---- - ' i � il � i , __ 480 ' -- - - —� �- � � � � i-- = - r-J 347% ` — — — — � _ _ ___ I - - _ _ _ �-J1.7779% (+J0,9444'/. - -- 1- ` i CLASS II RIPRAP � (-J.3..yyp� - - — � - _�__ .. ��t ^` EST.370 TONS .56 �'R� - � ` _. . . . . J . . � . . , . _ � _- � - - - _ '�.. _ �l -J /..35% i . , � . I � `` . . . . . . . . . ._ . . .. STRUCTURE PAY ITEM . . _ L V 9 (+J 'i �: . . 47� - ��: O � O p - - - -� - -'- - - - -- _ . . , '�' � �_ --,— — — -� ` . _ '� . . , O p � . �. � I � . _ � �� . . I �-"� . ' � a �.•t ; - . , , . — . o� +� `- oo -� i i - -- -�- --�--j------ - Il_05%'----_ ~!_ �` �__ �I 62% + � - o v � "� R � t ��' t i�i I� � i � r i �� i . i o � —_ � -� � � l- i � - -,�� - - � �� = I . ��— � p h DITCH LEGEND O� Q� *� � i rn� , I � �, � � � I o� I I _ _ i � o� ` rn 460 i —1 * �r � �- � � � � _ � i i i � o � � _ � I , • , � — � � II� � � ,� � __ � _ LEFT DITCH F y 1 N' I r y I' �I - �o `° y1 i � { � � �-fi �� - �� d- � '� ; � , � J RIGHT DITCH - - - - - - � � - _ _ _ _ _ � � : � : _ _ - I _ � ,`� _ -_ _ _ cv,ss u eiPaaP � _ � , FOR PLAN VIEW SEE SHEET 4 �o ES7. 320 7oN5 '�' V �� - STRUCTURE PAY REM �� 450 : : 11 12 13 14 15 16 17 18 19 20 21 22 23 24 510 5Q0 490 480 470 , � , , i i � i i � � � � � � � � � I � � I I � , , , � , , ---- i i - i - , i - -i -, . --i - - —_ _ . . _ . _ . . -- �- -- : . ,_ _ . ' . . ' . _ .J— il. �.. il il �.. il . . il . il il : ii ' i �, �. I �, � ��. il ��. . .. : _ .. - - . . . : . : : : _ . . : _ — - - - . . -,� : �. --- : _ I �. _ �. .. �:- -- - -- -.. ._.- -- - -'- - --- - -- ---_ __. �i�.: � _. —.. .__: . ---- , �. .. , �,. i. �. : , . . -�.. . '_ _ --� - . , , �.. - �-r -- --�-- . T . . : - �� - ii �i - n��i i ��- � -- -� - - --.. .. -._. - - - - -- . - .. . - � r� r il i � � i i - � il �.� 7 il �. ii r� i� � - - — - -- - -� - _� - . - _ .. _ � .: :. _. _ .. .. :.. � - - �. �. : I -- i . I i ��. � .� .. ; .. _._ .. __ .. i �. . __ . -__ I- r -; I I 1 I �: I : I� r � � I_ i i i � I I � I I � - I � i i -- _ � i �—u i� u�i - �u � i u� i i -- I i � � i -� - � - � � � �� -- _ _ � � ; r k �� - I �� k � I =r, � �� ; I k ` , � --� _-� � ; - ; _- _ � � , - -�7—�� i 7 � r i -� r�l r�� . -� -- - . - � � � � a— �� -�� '�. � i � �� u � i , - _ a - - � _ T -_ =� _ _ � �� k � I END GRADE � - _ - w � - - -- -- _ -- -- - h � �-, n � �- h ;T �� -L - ST A 32+00,00 ' -; > � - -- --� �—�� _ �r � - ��, � � rn � , - Q '- - — _ _ -- _ _ ,— --- L � : _ � a � I � � _ � '_ � a _ � � I � : ELEV = 503,33 , -- � J � == - - — � -- : —� _ _ �— � 1 ' N L ' _- � y � � u U � � � --� � _ w - - _ � � . � o ' -- � � � � � �- _ +- -- _ � ' ��I I I� � I � i m t -- - - --- I_ � � __ �c _ i . . __ 1 � � — -- - � n r, 7 , � � i —T- - � cn � � � i i �- � � . � � � �i � �I �i � - -- = -- ----- - . . _ _ _ -- -- _ i i i - T - -_ . , �— � Q � k L �I � l � � �` Pl = 3/-h00.00 � � � � - _ - I -� h h 7�T EL = 500.56' i i i i`'i '� _ -- � � _ --- --- , --- - ---- i h i _ -- _ - --- � KC = /70, ii � � , � 'I�� I I� il � _ /5/ � � _ m _� I I _ I__ V � I_. '-- i - I � - i l i I I i I l i , i ! I _- I � �— — i � � --- _ ---- -- � _ , --' _ ---- -_ . � _ _ �+12T633% I J _ _ : : J EL-_ �4.05'� _ i �� I __I I i � - I I g855'� ___ _' - - - :_ � - - _ _ _ ' - - . . � � � � �+)3. � : { VC 490' 1 I l — / I _ _- - — , �- -� _ - -- --- - -- -- -- - ------ -- ---- - --- --- -- , : - � s �_'(+) 4p69 _ _ -� ; _ � � i__ ; � - • i I; il ,i ( J 073% i , `I --- - ---- ' — --,- _ , _ ,- -II � � _ �+) 4.5 ! � � �-i � ---; - � � � I I��I � � --',48% �� l o 0 0 o g o �� F'' - I DITCH LEGE D �+13.8 �� oN oo� �� __ N ' S55° (+) 3- -.- _ - � _', � � i__ .� i � � - � v � v . I�' � � � � LEFT DITCH _: __. . - ti � o �-,�' � o +v _ p I (+)2.8��+)030001% I �� o� . o� , � ------- �. � ' ' � "' v +�- � i � I� I� I� I I I II � _ � rt �1-� � � � � , + v i � �� , � i RIGHT DITCH . i � i I 0 . � : � �i � � I ...f �.. I.I �, . �, �. �, . . �. i II �..lill ,I1 ill, Ilii I ,I ��iill Il��i I .I��ii.l ..... .. . . .. i�.. I . �. I : .. .. �. .. I - - � i - --- -�— - I -- -- I I I I I : . �. -- ---'�-- o � -- - --- � � , � I , i _ �----- ---- �� -f I r i �I I ii il i-ii iil .. . .. � .. � ... � � . I... + ..�I I II ;II I III II I I I �II ... .: I . . .. .. .. . O� . . - . '. �. . : . ', �. �. ', . , . �. . : �. . . ', . : �. . �. �. 24 25 26 27 28 29 30 31 32 33 II FOR PLAN VIEW SEE SHEET S I 34 35 490_ 480 470 460 510 5QQ 490 480 470