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HomeMy WebLinkAbout20170526 Ver 1_401 Application_20170428Carpenter,Kristi From: Dagnino, Carla S Sent: Friday, April 28, 2017 2:57 PM To: Chapman, Amy Cc: AI-Ghandour, Majed N; David Bailey; gary�ordan@fws.gov; svc.tkoch; Carpenter,Kristi; Lauffer, Matthew S; Mellor, Colin; Mills, James M; NCDOT Service Account - Roadway Design; Parker, Jerry A; Staley, Mark K; Wilson, Travis W.; Wanucha, Dave; Mason, James Subject: Follow Up Flag: Flag Status: S; Robinson, Beverly G B-4807 Riparian Buffer Authorization, Rockingham County Follow up Flagged The request for Buffer Authorization for B-4807 has been posted to the NCDOT website. The electronic copy can be viewed /downloaded at https://connect.ncdot.qov/resources/Environmental/ This email serves as NCDOT's application submittal to the NC Division of Water Resources. Thank you. Carla Dagnino Western Region Environmental Program Supervisor II Natural Environment Section Project Development and Environmental Analysis NC Department of Transportation 919 707 6110 office cdaqnino(�a.ncdot.qov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 .j d � . � .. � 1 ,. ,�.. � y ':,, ". �.: Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. ROY COOPER GOVERNOR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Apri128, 2017 N.C. Department of Environmental Quality Winston-Salem Regional Office 450 West Hanes Mill Road, Suite 300 Winston Salem, NC 27105 ATT'N: Mr. David Wanucha NCDOT Division 7 Project Coordinator JAMES H. TROGDON, III SECRETARY SUBJECT: Application for Section 401 Water Quality General Certification No. 4085 and Jordan Lake Watershed Riparian Buffer Authorization for the replacement of Bridge No. 6 over the Haw River on SR 2426 (Cunningham Mill Road), Division 7, Rockingham County, North Carolina. Federal Aid Project No. BRZ — 2426 (1), TIP Project No. B-4807. Debit $240.00 from WBS 38577.1.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 6 over the Haw River on SR 2426 (Cunningham Mill Road) in Rockingham County. The project will consist of replacing the existing three-span, 121-foot structure with a two-span, 147.33-foot bridge on the existing alignment. An on-site detour will be employed. Proposed impacts include 17 linear feet of temporary impacts to the Haw River along the detour and <0.01 acre of permanent fill in wetlands, also along the detour. The temporary river impact is due to the placement of temporary bank stabilization at the end of a ditch along the detour. The stabilization will be removed at the completion of the project and the area will be restored to pre- existing conditions. Proposed buffer impacts along the Haw River (Site 1) include allowable Bridge impacts totaling 4,713 square feet in Zone 1 and 665 square feet in Zone 2; and allowable Road Crossing impacts totaling 1,491 square feet in Zone 1 and 3,307 square ft. in Zone 2. Please find enclosed the Pre-Construction Notification; Preliminary Jurisdictional Determination; Stormwater Management Plan; permit drawings; buffer drawings; and roadway plans for the subject project. A Categorical Exclusion (CE) was completed for this project in February 2016. The proposed let date for this project is January 16, 2018, with a let review date of November 28, 2017. However, the let date may advance as additional funds become available. Mailing Address: Telephone: (919) 707-6000 Loca�ion: NC DEPART�NT OF 7RANSPORTAT[ON Fux: (919) 212-5785 1020 BIRCH RIDGE DRIVE Nn1'uxni. ErvvutO�id7' SEcnON Cus�omer Service: 1-877-368-4968 Rn1.E1Gtt NC 27610 159$ MAQ. SERVICE CENTER Websi�e: www.ncdot.gov Rn[.e1GH NC 27699-1598 A copy of this permit application will be posted on the NCDOT Website at htt}�s'/connect ncdot �Toviresource�;Fnvironm�ntallPa�es�default.asps, under Quick Links > Permit Applications. A copy of the CE is also available at the above website address under Quick Links > Environmental Documents. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Jim Mason at either jsmason@ncdot.gov or (919) 707-6136. Sincerely, � Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List B-4807 Permit Application Page 2 of 2 o`'�� W A r�RQG � r � � a � � , , , � o -c Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 3 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: Replacement of Bridge No. 6 over the Haw River on SR 2426 (Cunningham Mill Road) 2b. County: Rockingham 2c. Nearest municipality / town: Monroeton 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_4807 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgenUConsultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 36.268252 Longitude: - 79.732626 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 2.94 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Haw River proposed project: 2b. Water Quality Classification of nearest receiving water: WS-V, NSW 2c. River basin: Cape Fear 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: Cunningham Mill Road is classified as a Minor Collector in the Statewide Functional Classification System and is not a National Highway System Route. Land use within the vicinity primarily consists of forested land, agriculture, silviculture, and low-density residential. 3b. List the total estimated acreage of all existing wetlands on the property: <0.01 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 168 (163 Haw River; 5 Stream SB) 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge 3e. Describe the overall project in detail, including the type of equipment to be used: The project will consist of replacing the existing three-span, 121-foot structure with a two-span, 147.33-foot bridge on the existing alignment. An on-site detour will be employed. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo�r this property / � Yes ❑ No ❑ Unknown project (including all prior phases) in the past. Comments: Action ID No. SAW-2009-00923 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: NCDOT Name (if known): Erica McLamb Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5/14/2009. JD is expired; site visited 4/7/17 and there were no changes to the site or previously-JD'ed features. 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. 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 number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem ora T Permanent Fill � Yes � Corps Site 1� P❑ T (Detour) Riverine Swamp Forest � No � pWQ <0.01 Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes � Corps ❑ No ❑ DWQ <0.01 ac Perm. 2g. Total wetland impacts 0 ac Temp. 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 number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermitte (Corps - width Temporary (T) nt (INT)? 404, 10 (feet) DWQ — non-404, other) Temporary Fill � PER � Corps Site 1❑ P� T (Detour) (Bank Haw River 40-50 17 Stabilization) ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 0 ft. Perm. 17 ft Temp. 3i. Comments: The temporary bank stabilization will be removed when the detour is deconstructed and the bank will be restored to pre-existing conditions. 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 individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T O ❑P❑T O ❑P❑T O ❑P❑T O ❑P❑T 4f. Total open water impacts 0 ac Permanent 0 ac Temporary 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 Flo number purpose of pond Flo�ode Filled Excavated od Filled Excavated Flooded ed P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico � Other: Jordan Lake Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Permanent (P) or Reason for Buffer mitigation Zone 1 impact Zone 2 impact Tem ora T im act Stream name re uired? s uare feet s uare feet Site 1� P❑ T Bridge Haw River � Nos 4,713 665 Site 1� P❑ T C oss ng Haw River � NoS 1,491 3,307 ❑ Yes Site ❑ P ❑ T � Na Site ❑ P ❑ T ❑ Yes ❑ No 6h. Total buffer impacts 6,204 3,972 6i. Comments: Stream SB on the eastern side of the project is Not Subject to the buffer rules since it is not on the topographic nor the soil survey mapping. There are 101 square ft. of wetlands in buffer in Zone 1 and 219 square feet in Zone 2. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Promotion of sheet flow and infiltration with grassed shoulders except where shoulder berm gutter to 2G1 at bridge; Drainage system outlets to preformed scour hole; Deck Drains not required for proposed bridge; Elimination of 1 interior bent will help with debris buildup; Used a flat rip rap pad in the south-west quadrant to create diffuse flow and reduce velocities before entering the buffer. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Due to the project's location within the Jordan Lake Watershed, Design Standards in Sensitive Watersheds will be employed; NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the Protection of Surface Waters will be employed. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory ❑ Yes � No Mitigation for impacts to Waters of the U.S. or If no, ex lain: wetland im acts are <0.1 ac.; there are no erm. Waters of the State? surface water im acts; alpbuffer im acts are allowable. p 2b. If yes, mitigation is required by (check all that � DWQ ❑ Corps apply): ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is ❑ Yes attached. 4b. Stream mitigation requested: 0 linear feet 4c. If using stream mitigation, stream ❑ warm ❑ cool ❑cold temperature: 4d. Buffer mitigation requested (DWQ only): 0 sq. ft. Zone 1 and 0 sq. ft. Zone 2 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that ❑ Yes � No 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. Reason for impact Total Multiplier Required mitigation Zone impact (square feet) (square feet Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 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 not, explain why. � Yes ❑ No Comments: Please see attached permit drawings 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Please 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 governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A 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: 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 additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge-to-bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 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? NC Natural Heritage Program data, USFWS website, NCDOT field surveys; No nesting habitat, nests, or individuals present for bald eagle; the northern long-eared bat (NLEB) is covered by the Programmatic Biological Opinion for Divisions 1 through 8; Habitat present, but no individuals or occurrences for smooth coneflower (last surveyed 10/15/2015). Biological Conclusion of No Effect for coneflower. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �Philip S. Harris III, P.E., C.P.M. _ ��('-Zg-Zo/7 Applicant/AgenYs Printed Name Date Applicant/AgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 ?lcrioi� r�i. 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Unlcss th�:rc: is a char�gc� in t1�a la�� ar �Wr ��tblisl�ed re�ta9atians. tl�is d�terrnrnatzon may hc nc:licci u}�vr� for a peri�d ���t tu e�eecd fiv€� y�e$rs frum �Fic date af this nc�tificatian, � There are tivaters ad'th� 'U_S, including �.tlnnds on the abo��e r�escribed pro}cct arra sr�bjict to ths,� �crm�t requu�eny�nts a�`�ection �(J�3 aftl�r. {:lean Water r��t �CW�1)q;33 L;SC § 13�#�3}, Uttiless there is a�'hatr�e in thc'. I�u� orour publisltied reguE�tians, this deterrrxinatiau n�y bc rcEird rapon for a�reri�ad nat tn exceed five years 1'ram tht d�tr n� ehis rrc7tif�catia��. ���+�e stro���iw' s�li;�est yott itav� ttu; wvt�lurs uf tltic [J.S. inelucEi�i� ti�v�[I�t]�s ou ycaur pruject ar�a tierineatec�, L1ue io ih� si2r u� yaur pr�per[y a��cUor our �rrescnt �.v�,r[�faa�l, the Cc�rps n�ay nat be abic tn accc�r��lish this ���etlan� de�in�ati�n in � timel�r manner. F�r a tt�s�re Eittli:ly �lelir►eati�n, you ma}.� }vish ta c►btain � consultant. '1'o k�e cunsEdcreci �nal, a;r�y cieiineatioit iriust be v�j�ificd by li�t Cur�as. _'flie x�.�8[tr5 a1� Lhc LT.S. cm ��nur �ra�crty 17ave beeiti d�livcatcc! a�ci ihe delineativn has b�e�i ���i�ifird by �ltc Cnr�a�;, �Ve si�xsn�ly 311��,C5E yc�u fia�e this dclineatian s�brti�eyed. Upon �cvmplction, 1i11� ;5ElCV��+ S�iQll�� Ii� C�1�ic.x��cd a��d ��cri�ed �y` tll� C�4fpS. �tiC� vc�rifiecf, this survcy ���il� �ro��ide fit� ��cur3te �i�'picuon af a!E arc�5 su[?le�t to CV�r,� jur�sdittiU�i on ynuT jsrop�fty� ���fuch, gr�vided tltere i.� n�i c1��ge in thc l:s�� �rt�ur published re�,ciisticans, rna}� he relied upo�i frsr a p�rioci nut tn cx�ecd f��� }rears. "fhe �}��[I3nt�s l�ak�e i�eeT7 i�ejlR�t�a a37(I SqCv���e.cl �rtcl arc: accuratc_i}� dcpictecl on tl�e plal si�ncd b}' i}1C GOCJ]S Rc.�LIC8l0Y}' 4fiicial idrniii;ed helot�r on,� Uttltss �i�.r� is u change in tlte �at�� ar o�r puhlist�cd re�ufaRi�ans, tliis deternunatic�n mx}n c� relied u�on inr a peri�ad n�t ta exce�d fir��e }�c:� Crc7m r13e date 4�# this natiCicati�n. _ T'E�ere �r� �iu u�s�tc:rs nCt3�� [.J_S., tv incl���le ��etl�ncis, grescnt �r� the a�+o�r� described pr�pcny kvt�ici� are aul�,T�ct r� the pc,nni� r��uireii�t�ts a�CS�ctifln �a� af the C'le�n �4rnter,4�t {33 U�C i 3�j, Unl�ss [�ycre is a chan�c �n the lav�� or our p�bli�hrd re�uEatinns, th�s cict.�r€�Zinati�rn e�ta}' be rel�e�i upan fur a period tto# to e��:ee[C �ive years Fra�ta tl�e d�te o#`th't5 notifacativn. _ Thc �rraperty is lucatec� rn a�ie 4{tlie 2U +�uast�l �'r�unties subjecf tcr ree,��latia�� ut�der tk�e Cc�a�t�] Arca :1�iana�ernent.�ct �.�A�i.��. 4'nu s13o��Ed coista�t tire 13i�,�isiUn c�CC�4as�aj �'�Iana�em�ent i�t ''�`�shiti�t�ou, VC, a� (�5� ) 94b-b4�i l to dcterrninc their req�lir�er�ettr�_ Pl�cen�ent �f dre�ged or tiil r�Y�i�r.ri�t] wviih�n r4��t�r� oFl�c LJ5 andJt�r titi�etl:�i�cEs v��itkruut a(Jcpartn�cn! asf the �trmy� permit may constittite a���tr��lion crf Scction 3[}1 rsithG Clcan �'arer Act �33 L'S�' � 132I j_ IL yca�� l�a�•c an�� questiaiis reg�rdi�ig il�is �lctrrmin:�t�i�n �i�cUUl' tl}[ C�01�J5 YL'�T,fL�:ll6f}' FifC}'�7,CIlTT1, �lease cnntatit r'�E�[lrcv�� �i�'flli:�rrt� at �19-55�-�4R8�3 e.r;t. �G. C. Basis F�r �c�terrr�irrutio�r Th� thre� d?�1 s#res�m� arc rclnfi�elv u�erm�ner�i_.xvaters (RR��'�� �r�d urc umza�z�cd tribnt�ri�s_ta_ the Ha�w� T#iver. a trudition:�ll�� navi�atrl�;���ter �T�(�4�). �vhirli �5_tri�utar�' t�� lhe C'avc Fc�r Ri�'er p uavt�able ��ater uf ihe [rnit�ci �tutc�. Thc Ord`uiarv F[i�}� �'��atcr �•1ar�5 (O�-I'4Vi1�Ts1 of ih�_trnnarnet� tritsatal^ie5 ►��ere itldicatcd 1�ti� li�e fullo�t�iu� physical rhar�rteristics• S�ti :�nd Fa�nkw cic�r ��nt�srsil line irn ress�d on the bsn3; shcl��tn . scoln• nu�J tt�e dtstructian i�f t��reslrial ve etAtiau. ']'��r� ���et��n�Js arc adiaecnt tc� tl�e H�st�� Raver and meet khc Ii;��ciron3ir�ilc ►���etq�iian, wetlant� h���irolv�v�,unsi li�►�drfc s��l crjleri�s uf thc 19�7 C:or�s aI �rs�in�ers �'�etEund Delinesrtion A�1�iiuAl. . �'. .�4rlll C1Yl�i ti T�1re Hmtri� River, sfrclm St1 �n�! Stre�n� Si` are crenr��al streums tl�at x��ill r�c uir� 2:1 rnati ;Y�16p, �tPC�flttl �� IS �Il inl�ruutteni s.tream In¢I:in� Im�ortant s��lu�tir Cunclinn �nd ���ill not rec�utrc con�tsa`tis�tnrv� miti�:�tinn ff fn7pacts oC��r �. .hppe�]S Iri�(��rn�#it7n {'1'his i��fc+r�t�:tliUr� app�ies only� tu apprnr�et2 j�trisdictinrsal �ieterm�na#�vns as i�idiiated �n B. atrove} TEu� eurrespr�nd�nec �or�s�itutes an ap�rot�ed jurisdie.tion�l ct�trrrnir,aiinn for 3he at�a�'�: d�sst'ibed s'tte_ IE`yc�u abfect #o tllis ilets;r�rtittatiun_ _yc�r� m;�� rrquest a,n ac��ninisirat'tti�e ap�SE:�I un�ler[`�rrps fe�ulatic�z�s a1 � 4 Cr� part 331�. Fnclosed yvu }ti�ill fi�i� a �Juiilit:t[inn c7C;�p�,eal Prvc�ss fI�AE'} ta�:t slieet an�l rrqucst fnr app�a� ��F.4} %rrn, l�yesu rtyu��t ic� appeal t13is deter�s�u7a�ivn y�u must suhn�it � earnp�eted l�F'A forrn to thc I`oll��►ving adc�ress; L�istrict Ln�ineer, 1�J�[min�,tr�n Rcgulatary Divisir��� Attn::"�r���ew 1�Villiams. Pfo,�e�t iviana�er, Italei�it �.'.e�;ulalar}� iicld 171�cc 3�31 lleriiagr'1'rad� Drive, 5uite 1{J:+ ��r��k�: l�ure�l, �or�h ('arn3ina �7587 !n carder far an 1�1�.� Err }ae accepsed by the C�i�as, tlie C'a�ps must d�;tem�ine that it is �om}�I�te, tliat it meeE,� the crit�;ria far appeal und�r �3 CF� ��ri 3 i 1,5, a��cE tlsat it h�s I�r.cn rre.�i��cd 6�' thc T)istrict t3ftice �vit��in �U d�ys of �he d�ke �f Rhe tti.�iy. �t���ld y�u �l�cic�c tu suhmit an I�.FA f�arm. it ntust b� re�ei°�'e�i ai 17�� al�n��e �d�ress bv June� 1"�. 3fMG�1. *'"lt is nni necessary to subrftir an 1���4, fc�rrtl to tljc: T3istrict �Jftice if yrou do nat �L�jcct #o the deiermity�ttoii en diis carrespondet�ce,"�' Car�s Re�ula�c�r�� C?ffici��[; �� PL/�.�a�� Liate M1�#a►' 1�#, ZO��J �xpirati�n Liate_ !1•I:►y� F4, 2�J1� �1'he ��Jilnzin�lnn �7islr€ct is caitutiittcd Iu providin,� the 17ighest �e�'ei s�f suppor4 to khe publtc. T+� i�elp us ensUre u�'a continue to do so, plcasc cnm]�Eet� the C'ustuttler Salisla��inri Surve}� Jncated �t our 4ve.bsite sE http.r?res�ulnzorv,us�cesurv�v.cc�m� tn compiete tlze sun�ey un! inc, C:n�y furn�shed: r1rt1}� Tuliss ;tiorth �aralin� Di:partn�tnE c�l'�a[ural i�esaurces J?���isin�n af�4'ater i�u�litv 5�;5 �'4as��ht���ti Strc:cl i��'ins#an-�aiem.:�]�C' 27]{17 t �j�B�,,����,w. North Carolina Department of Transportation St[)i't714YdtP�' Highway Stormwater Program _�'% STORMWATER MANAGEMENT PLAN ��''�-��---�� (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 38577.1.1 TIP No.: B-4807 County�ies): Rockingham Page 1 of 2 General Project Information WBS Element: 38577.1.1 TIP Number: B-4807 Project Type: Date: 2/7/2017 NCDOT Contact: William H. Elam Jr., PE/Craig J. Lee, PE Contractor I Designer: William H. Elam Jr., PE/Craig J. Lee, PE Address: 1020 Birch Ridge Dr Address: 1020 Birch Ridge Dr Raleigh, NC 27610 Raleigh, NC 27610 Phone: 919-707-6718 / 919-707-6708 Phone: 919-707-6718 / 919-707-6708 Email: belam ncdot. ov / c'lee ncdot. ov Email: belam ncdot. ov / c'lee ncdot. ov CitylTown: Reidsville Count ies : Rockin ham River Basin s: Ca e Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Length lin. miles or feet : 0.19 Surrounding Land Use: �Noods Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.7 ac. 0.5 ac. Typical Cross Section Description: Two 11' lanes, 4' paved shoulder, 2' grassed shoulder, side slope vary 2:1 to 3:1 front Two 11' lanes, 1' to 2' grassed shoulder, side slope vary 2:1 or flatter front slope, and slope, and 2:1 back slope 2:1 or flatter back slope Annual Avg Daily Traffic (veh/hr/day): Design/Future: 4,600 Year: 2035 Existi� : 3,555 Year: 2018 General Project Narrative: The project consists of replacing Bridge# 6 on SR 2426 (Cunningham Mill Road) over Haw River. The approach work will consist of raising the existing roadway grade and (Description of Minimization of Water providing paved and grass shoulders and guardrails.Bridge #6 existing 3 span structure (117.7'total length) will be replaced with a 2 span (1@80', 1@65) 33" Box Beam with 4' Quality Impacts) caps. Bridge #6 eliminates 1 bent which is at water edge and the new interior bent avoid all jurisdictional features. Best Mgmt. Practices: -Promotion of sheet flow and infiltration with grassed shoulders except where shoulder berm gutter to 2GI at bridge. -Drainage system outlets to preformed scour hole. -Deck Drains not required for proposed bridge. -Elimination of 1 interior bent will help with debree buildup. -Used a flat rip rap pad in the south-west quadrant to defuse flow and reduce velocities before entering the buffer. Waterbody Information Surface Water Body (1): Haw River NCDWR Stream Index No.: 16-1(b) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None ThreatenedlEndangered Species? No Comments: NRTR Stream ID: Haw River Buffer Rules in Effect: Jordan Lake Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justifcation in the General Project Narrative) General Project Narrative) 1�if;Olti�'1�r' North Carolina Department of Transportation S-lU!C1.11�Y'�1��T _. Highway Stormwater Program � � STORMWATER MANAGEMENT PLAN ,— ` (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 38577.1.1 TIP No.: B-4807 Count ies : Rockin ham Page 2 of 2 Preformed Scour Holes and Energy Dissipators Drainage Pipe/Structure BMP Sheet Station (Road Projects) or Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w! No. Coordinates (Non-Road Projects) Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 -L- Sta. 13+80 LT (1)Haw River PSH Class'B' 0.1 Pipe 15 0.5 0.6 Yes Additional Comments PSH outlets approximately 50' from buffer * Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � � "rr �i�rct' � , !;;� , � ,r,'s � �r S��r/ i:J l- I�O�n r l� ".dl ,.i il �l� _"� `_hr'./ /�.� F./ _�U/"1 v .. _''�lY ./ _/CF'i \/ � ' I �I � _� 240fi�--� � � =y ^ \,� � � � oo� � �-� � / "—r � � � � � S � 2393 � � � ,-„ � �� � � � � �� � ' ��zazz ��'1-� , -� � , - � 1 �'� �' f15B� — � J-= �,�as� gEGIN � f� �� `� ' PROJE� ioo� �� 2a32� � ( �, 2426 . �- —1 , � � � . —� �-' � P OJ il - — � ' 2500 iooi i � � v� ,�,� � � � � /2953 , zazsl ,= � \ T � 2427 O�7� �}r /��(� � ��a � ��� QP / LNL l `\ rf � '.504 � �'� 2 1 i � �� , .���� �_ �, � VICINITY MAP �`�'�� °JT'! 4 ���y � ��I' I�'I�� ��:`s�� i ' ��Z,1I'�,���, PERMIT DRAWING I�Id�ISI�� i"� c�III��' I�I�I�(��II—I� `U���/����� SHEET 1 OF 9 1 R OCI�II�GHAM CO U1�T Y LOCAT7011t: BRIDGE NO. 6 OVER HAW RIVER 0111 SR 2426 (CU11tNTNGHAM M�T I, RD.) TYPE OF WORK: GRADI11lG, DRAI11lAGE, PAVI11lG, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TIP PROJECT B-4807 —L— STA. 7 + 50.00 E TO u5 /5B AND MONROETON CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2018 = 3,555 ADT 2035 = 4,600 K = 13 % D = 55 % T = 6 % * V = 55 MPH Voer= 45 MPH * TTST 1% DUAL 5% FUNC CLASS = RURAL COLLECTOR SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4807 = 0.163 MI LENGTH STRUCTURE TIP PROJECT B-4807 = 0.028 MI TOTAL LENGTH OF TIP PROJECT B-4807 = 0.191 MI � tiq \ �sR° 8� \�' �E I% +61.69 j i r „ :; �� SR 2426 CUNNINGHAV pILL RD. 77 � � � I TO GUlLFO� / AND NC l50 ,; -=-:i�� _-- '-- END TIP PROJECT —L— STA. 17 + 60.00 Prepored !n the Offlce of: DIVISI011I OF HIGHWAYS 1000 Birch Ridge Or., Raleigh NC, 27610 DESIGN SPECIFICATIONS RIGHT OF WAY DATE: JAMES A. SPEER, PE JANUARY 2b,.2017 PROJECT ENG7NEER LETTING DATE: NYA K. BOAYUE, PE JANUARY 16. 2018 f'ROJECT DESlGN ENGINEER . • . 'L PROJCt.Y RCFERL�'CE NO. ���,. B-4807 STwTE aRoil:O. Fw.v0.0tN0. 38577.1.1 I BRZ-2426(� 38577.2.1 I 38577.2.2 I HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. 1L - PE RW UTIL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEO DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA �%n�' ' �� 8p'., be � ����, , �1 1 �, � -�� w �`� �v � �� � „�� �� j STA7E li7GFf{fAY DESlGN PE. z o � m n �p t� W V d Z � Q Z W Z � � � O � a 0 w Q � � � � E 3 � �; n _ —LDET — V �T = 45 mph P! Sto /0+9384 PI 510 /2+77.43 PI 5fo OtllJ9 P/ Sla /8+9558 0= l5'Sl'08.4fRT1 �_ l5'22'122fLT1 p= �5'46'55.6'tLT1 0= l5'34'18.3'(RT1 D= 8' 30' 03f D= S 3d 03J' D= 8 3d 03l D= 8' 30' 031' L= 186.48' L= 180B1' L=/85.65' L= 183J8' T= 9384' T= 90.95' T= 93.42' T= 92J6' R= 674.00' R= 674.00' R= 674A0' R= 674.00' SE = VAR. SE = 4% SE = 4% SE = VAR. BEGI N TI P PROJ ECT 6-4807 -L- STA. 7+50.00 BERiIE R. SMELTON -l-b"-'-.�—�_ . _ C��P'�TPJ��TI ��TQ Ill'I'11( O BERTiE R.SNE�iON � / � � / e,4•0 � � % S ITE 1 /m �� / � ' m i I 1 � � PUE � PUE � PUE � r.. '� '� ;` T 11 e PUE � � _ � . �' _ F'i ', � �'' � ,; � �_� �.> �- , 9 - r�-���.,'_-S7 `F:7�t^,Lv3 �' ze.is.,r e � �= ' • _ �3' w� � �, � + �— — „ - -- . —'-- — _ - � � t ._ �UNNINRryAM M1f/ RQ `B`T<FAT 6B7.�S" -� F �_� _ ` _ II / e9��-'� �— . .�`o � " - - �. ^'��,^ -"=2� -.�';iti �`� _ � � � o l- � - �_�� �^ � � � .-�. r-Rv:���_-4_ � _ _ � GRAU- 0 = _ .6� �' - 1 � ` �`�' E \ i.lr m d _ — — c. —eaa¢�ro _ —x�� r �UK�i Eow�i� , —�i� — �a �;� u 3 , . :rhk� °4;I1. k� E r� I m � � ' n � � � O V� �Ffl��� -I_��F�- G�,a�IE y + o -LDET - PT Sto.13+6729 Q�O l�,Q II-CJo�i a } {���� (,�J'l� � � � -- � � � 2 X � OARRELL & TERRY 15LEY ,s s II kIP RAP-� [TURE PAY ITEM 71DE PROTECTION (.LASS B RIP RAP =13 TON GEOTEXTILE=39 5V SEE DETAIL C RIP RAP AT EM6AN1 CLASS I RIP RAP-3 GeOTExTilE=7D SV SEE DETAIL D i SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP BEGIN APP. SLAB. i_L- STA. 12+04.31 ...... ..... ...... TYPE III � 11' o �>��' o TYPE III gEGIN BRIDGE -L- STA. 12 + 16.31 � 4'-5" BRIDGE +73.69 TypE III r t o jj' � o ��� �' TYPE III N.T.S. kMe,aN�.�,eNf PUE—�i}DUE R}P=_��ON'�'r ' yy.��' 1��L5Y I � � C - � � � h � o� _.: ' � K �1[r� � S�kT-SR7 ' -- `CLASS I1.RIf RAP � `�1STRUCTURE PAY I � � �� �._ R 1 r ` � `�, � � � V I� p �'� ��, �� J Q �I I� � � � i c� �,� ;`; � I' Iltl t �'� `� @r— PUE r�,� � ,RAJ€�_— '= Ifs� �t�bN �.. .,- .. �- _- GLAS$ 9 NIP HAF I' TON � =GEOTE TIIE-A6 SY -- -L �,��Nr u ���� ��. _-�� __�5.. F . _.P„W l _ � �-� � %�z� � Ei —� i E DETAIL C TOE PROTECTION 7.! I Noiio s�al�l ��o��°� '�uy.�qiqed ti\°�5\oas F` � - � GEOTE%TiIE �-, o F, TVPE OF LINER- C1A55 B RIP kAP GEOTEXTILE FROM -LDET-STA.la-2DT0 STA.14�i57LT FROM -LDET- STA. 15 � 74 TO STA. 7G �?0 LT o ,�,; CIINNINGMAq NRL. LlC l I li i� __ �; � e _I i ti m i �E � is��==� r y�y -i \ .V _ n r N i � PROIKT REFERENCE NO. SHEET NO. B-4807 4 RNJ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 9 RIP RAP AT EMBANKMENT � Nm�o S�oia� io�m��.--� Di1cF —" 1.0'min I.5 Grad� � - GEOTfXiILE TYPE OF LINER- CLA55 I RIP RAP � TIi�6 qi o� wo�us EI�'� CON� I FI If_ I I�JN -L�ET- �TA Iq+R��ri�i "Sf - . Sl .. -- ��-' 5� � —���15��_—_��,-� . 1S _� \ 1 � � N I *- \ END -�_DE��f- �hAbE N * STA I�;+��3,�, r �+ EL Is°?,�S`_' u E N D TI P PROJ ECT 6-480 -L- STA. 17 + 60.00 O CUNMNGMAM MILL.LLC ��ENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES FILI IN WETLAND SEE SHEET 6 FOR PROFILE VIEW � 0 m n np t� w v � i Z � ¢ z K Z � � w � � � 0 a � � � � E 3 � �; n _ -LDET - V �T = 45 mph P! Sto /0+9384 PI 510 /2+77.43 PI 5fo OtllJ9 P/ Sla /8+9558 0= l5'Sl'08.4fRT1 �_ l5'22'122fLT1 p= �5'46'55.6'tLT1 0= l5'34'18.3'(RT1 D= 8' 30' 03f D= S 3d 03J' D= 8 3d 03l D= 8' 30' 031' L= 186.48' L= 180B1' L=/85.65' L= 183J8' T= 9384' T= 90.95' T= 93.42' T= 92J6' R= 674.00' R= 674.00' R= 674A0' R= 674.00' SE = VAR. SE = 4% SE = 4% SE = VAR. BEGI N TI P PROJ ECT 6-4807 -L- STA. 7+50.00 BERiiE RfSNEtiON - -. 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TYPE III �4�_5�� -L- STA 73+73.69 T TypE III TYPE III / � � r � c BEGIN BRIDGE �� -L- STA. 12 + 16.31 o jj' � o ��� �' TYPE III BRIDGE fA. 13 + 61.69 N.T.S. �� � � _ �� � ` '� � � WGO� I�r-!Z� kMe,aN�,eNf PUE --� DUE C�--- PUE —� P likP �.�9 �0�i �' �' � �" `� `V " `i'6E �fEtTIbN . �� �,�� �1��SY� \ �F � - C GLA55 9 NIP HAP=1G TON � G` --� � ` t*� � GEOTE. TILE-4& SY I C • I .�. - _. , __ . _ PROIKT REFERENCE NO. I SHEET NO. RNJ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 9 DETAIL C UtIAIL u TOE PROTECTION RIP RAP AT EMBANKMENT ?.! I Noiio s�a�el e I No��o scui,� F °�Fj � ` //Saqqe \ � 5\oPs 10'm�n. y e� ry F`` _ Di1cF —" 1.0'min I.5 � Grade r - � GEOTE%TIIE �=10'FI. ' - GEOTEXTILE \ I .1. .. 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ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER dN�C!O�![�1LE lE I�.L�NS D�O NOT Lltil; ROR / W AfQt'ISITI�DN DOCUMENT NOT CONSIDERED FINAL UNLESS AlL SIGNATURES COMPLETED %�-LDET- STA. 14+57 LT LDET- STA. 15+74 LT �� � � /, � CUNNINGHAM MILL. LLC ���" � � � -- — � \ _, �, ,� ./�as— "` \ �� � PUE� � PUE � DUE PUE - ��-t� r�l.-�'� , ��'' �� _�i`F3�� oT�C7i�3tv `' ti'� v���,���-�'-Lti'�,11���z = C CLASS B RIP RAP=16 TON \ � �__ m I. GEOT€ TfLE=48 SY T � � — � _ 3fE -D� ll C � , — - - = - � - — . _ — ,� =''�-�_ + -- — = tw r ��e h-w l �� L _ — — �,� �FAT-5°,7, S� � ��� CUNN.'NFNAI�7 d7/ � �D �-'�£�ST — �... - - - - � � � -- � --- - -- — � - � - � � �nIS I�L� F- N Q � � - � - � �.-.C� . F--i � -.�- _ - . ._ _ _ . 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I '_ 1 v � , --_ / �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES FILL IN WETLAND DETAIL A DETAIL 6 DETAIL E SPKIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH � No. i� >�w�. .,� �� _•. . i rvoi io s��i_i oud� F�o"s� o�r�i, � sm�, � si�ae ��ou�d 1.� O 3F\o�e� Geound b 1.�F`�S�oPs G,a�nd a:l p 1 Min D-1.0 Ff. ��d Min.D=1.0 FI. d=10 F1. 6=A.0 f�. —Genien�ile f-ROM STA. fi-50 TO STA.11{-25-L-LT. FROM STA.14-00 TO STA.15+00.L-RT. FROM $TA.8-50 i0 $TA.11+80-1-RT. TYPe o(liner-- Class B Ri�Rop FROM STA 11-50 TO STA.12-05-L-LT. DETAIL G SPECIAL CUT BASE DITCH vmRIP RAP � Hm m s�oia� Ha��,ei � � i Gro�nd 7.� D �F\o e� � Dio[,e �' n ��e.�;�e— e; Min. D=1.0 F. MOR.d=1.0 Ft. B=2.0 Ft. TyFie o( Linei = Closs 8 Rip-Rap FP.()M iTA 11-J5 TO iTA 11+5�-I.-I.T BERiIE R. SMELTON ��� �, , � _ i � � i � Z M;! � ._ I �t5 w � � �� � ��� m ��� sPEci � cuT oiTCH ,��aiP r� I ; SEE DETAII F ^ I ,� � � � en� � � 3 �=�,�� � CJ C��, :� �� � � � ��'� -�.� � til' /�IS Fi-p / � � ---�= S 39'�59'48A'E� � �- �d'u±l �r.`wrr.�� . � . u r�r � - � � � _ Z � �'�i�— � _�-��- ._ - �: J-ei�.>�i+�..-Gr .. -�=:� w rR FEN�E � CL455 B RIP RAP 3 TONS ZGEGTEXTILE- IO SY PASiIJF � Z � � � � 1 0 Q � � Z � � E 3 ��; n _ O, i0E PROiECTION BERTiE R.SNE�iON cu,ss e aie anP-zz TONs � GEOTEXTIIE-55 5Y SEE DETAIL B � ��\ SPECIAL CUT BASE DITCH �RIP RAP' N RETP.IN EXISTING SPECIAL CUT DITCH SEE DETAIL G � FALSE SUMP SEE DETAIL A pUE �� PU� ,;.J _ PUE � PUE 7 PUE-- ' r. z r{+&uTnnE T� � � � � �- �i � ._rt� ._ c �:T, +t";, C -r3r. �:,is:.ur. a ' --. w C � � _ �'� —, 5 34 45' 30. �JNNINI�NAM1i �iLl � RG. �- _.-+.�' '_,-,-'-} J� t -�-,�_..,�_` -.- :,-�_��, .:-. n-� �- _ .._. . . . -.., .� ..,:a �� � _ - �r, _ � ��, . C ^� � � m � SPECIALE UT D ��1�� �.,� F> (�pU[{� SEE DETAIL�E "'"� I cv.s�D DITCii 5tlRNS OUT E� GEOTFXTILE- 12 SY �'- W �,E- O OARRELL & TERRY 15LEY DETAIL F $PcCIAL CUT DRCH t ra�� �o s<aini 3\ ° D�i�� G�o�nd 7'/ � F\o��e d Gnoic.tilc � Min. D--I.O f-1. �pe ofLiner= B Ri�Rop Max.d-0.5 � FROM STA. 7� 92 TO STA. S� 12-L-LT. Pipe o� �'i�ch o�nle� A e3(� L �y �V��� �9vae Pralor -vj s Wn� noiE ir IRoip Ran �i�+D osin .i,o ia, 1� � � . .. �, . . ._ - PSH� � r, �r. PUE � pAJ€�r P�E! � PUE E ccnva ioN 1 I � , � � �� /-�C � --� . .. . - . / �� F� C E \PDE H> , 1 t:/, � -E�E \ ,,, � m �� � � m �\ ti� ,\ \ - \ � ' _ ;r ��� � � 6;, '�\ E \..N� �I t JS ' ^ - � 1 `._\ I CLA55 II RIP RAP J =t� STRUCTURE PAY ITEM - CUT E%ISTING CONCRETE �- I4� ABUTMCNT TO EL-684.0' � � f� �` �+/� �'. '��� .��/f•"� i ��: '�t � � M.� � [ � I `� s' � i ll I`� ��C i NI,,I C��� �� SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP BEGIN APP. SLAB. i_L- STA. 12+04.31 END APP. SLAB. TYPE III 4,_5�� -L- STA 73+73.69 TypE III T 'L _ � ��� o DI o ��� � rl N S .3�'�5�.3Q2E �% 11' o � M� 0 11' � BEGIN BRIDGE �� 4����� � END BRIDGE TYPE III TYPE III -L- STA. 12 + 16.31 -L- STA. 13 + 61.69 N.T.S. T _ � r�i.�y5— ... �— � GRAU 351 'S— � E� —L— I SfA.13 90 � �,I,VNING'HAM MILL � bl� Fxs.r,r..w TME� EXC ATION `$PECIALD�� 'nap` SEE �ETAIL E�� CLASS II IP RAP STRUCT R�EITE PROIKT REFERENCE NO. SHEET NO. PREFORMED SCOUR HOLE B-4807 4 'NOT TO SCALE RNJ SHEET NO. PtAN VIEW ROADWAY DESIGN HYDRP.ULIC$ — wsrau �vei nNo FwsH ' wirH Hnruaa� cROUNo ENGINEER ENGINEER A J C!����\/I 8= 4 0' w = a.o� $KTION A-A �� PIPE (d - 15" i R 18"I S�� F � psRM EL. - 682.0' INfLOW �... � n,w:�,:..,.. 1 LINER�. CIASS 8 RIPRAP � �B� � wiTH GEOTE%TIIE 1�- µ�N i'TUCK ense ei = eai o 3OP FROM STA. 73 i 83-L-LT. o ,�,; CIINNINGMAq NRL. LlC � I ii /� _ _ . � / O CUNMNGMAM MILL.LLC GLI NO IMPACTS DUE TO PROPOSED BRIDGE �: � GRaPHI'_ SCALF 58' 075' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 5 OF 9 �� � I i �/ v j . .. .....- .-. - .- ._ - .. .. . m � w000s .�-� 151S-�G�(j� li/ �_Sf / . S�' � S�-1� `y, , -- y —' —��s-� ��S' � l`' �'� �5 _� \ �—' 1 � �Sf� �'. N I SEE SHEET 6 FOR PROFILE VIEW � O l) m n n � w v d Z � a Z � Z � � w d � d 0 Q 0 � � z 4 � DETAIL A DETAIL 6 DETAIL E SPKIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH - f No. i� >�w�. .,� �� _•. . i rvoi io s��i_i �i�M F�oNe� Di�cl� � sm�, � si�ae ��ou�d 1.� O 3F\o�e� Geound b 1.�F`�S�oPs G,a�nd a:l p 1 Min D-1.0 Ff. ��d Min.D=1.0 FI. d=10 F1. 6=A.0 f�. —Genien�ile f-ROM STA. fi-50 TO STA.11{-25-L-LT. FROM STA.14-00 TO STA.15+00.L-RT. FROM $TA.8-50 i0 $TA.11+80-1-RT. TYPe o(liner-- Class B Ri�Rop FROM STA 11-50 TO STA.12-05-L-LT. DETAIL G SPECIAL CUT BASE DITCH vmRIP RAP � Hm m s�oia� Ha��,ei � � i Gro�nd 7.� D �F\o e� � Dio[,e �' n ��e.�;�e— e; Min. D=1.0 F. MOR.d=1.0 Ft. B=2.0 Ft. o( Linei = Closs 8 Rip-Rap e FP.()M iTA 11-J5 TO iTA 11+5�-I.-I.T DETAIL F $PcCIAL CUT DRCH (1Jaiio 5<012� 3\ ° D�i�� G�o�nd 7'/ � F\o��e d Gnoic.tilc � Min. D--I.O f-1. �pe ofLiner= B Ri�Rop Max.d-0.5 � FROM STA. 7� 92 TO STA. S� 12-L-LT. / T �5 / � - -- -. � , � E 1 .- � . BERi�E R.SNEtiON - . , - ! � f i % � _ / , � � _ _ .�� , ,,.. ; � , �� _ � ,, _ - i �,� �� �� - � - _ — � i � ` �,�. ' / / � i'" _ - � .� _ ` �— , � � , � ., ��, _ _ , _ . . ', � ���� .� � � � ������� - — ' � _ ' � i , , ' - � � / � / i � �" � � ���\ y` ✓ � , _ , - �� —� �--� '��� /,' / 1 ' II J �� ;��� �E– � 5�� � �� �� � _ =� - � �-�� ; � � '. � / _ i � �`� �� � - � �" !_ , � — / , d � � ; B3 �ys� 7� S ��� Pipe o� �'i�ch o�nle� A L Sce Pralor our Ho�e IP IR'ip Ran �i�+ bosin �,o�.i,ow� �o.da,��� PREFORMED SCOUR HOLE 'NOT TO SCALE PtAN VIEW — wsrau �vei nNo FwsH � WITH NAil1RFl GROUNp A J C!����\/I 8= 4 0' w = a.o� $KTION A-A �� PIPE (d - 15" i R 18"I S�� F � psRM EL. - 682.0' INfLOW �... � n,w:�,:..,.. 1 LINER�. CIASS 8 RIPRAP � �B� � wITH GEOTEXIIIE 1,- µ�N I' TUCK 9ASE El= 681.0' sae FROM STA. 13 i� 83-L-1T. PROIKT REFERENCE NO. SHEET NO. B-4807 4 RNJ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 6 OF 9 � � I -- ° i I � L �� �i��� � �i i � �i��� ��� � i, ;� � - � � � � � 71�� �I�' ' �— �� ) �-�—�� — � �'' ,�� �i���� ly, \' �t � — �I �.>�-,w � _.�— — � �3 .., ' _ I � �-�.r _ � - . � / � CI� G DEE DRAA �?�1 �ONS !' � IC � � ., .. � . � // I i L= "� �- BERTIE R.SHELTON r '� ` I � ` I � � u- i ��i�� \ ,_ �� �', / � � � � � � � � � � � _ � � � � i�� � , �� _ � �".i' / ' ,.,-- __ '�� � .� � .� > ��, --I � . � .._ - .... �� � / � � / \ � ,7, , . � � 7. . W�i�L� � . � � -�I� $PECI L CUTDITCH �IP ItAP. - -- - -- \ �� - -SPECIAI CUT BF� SE DITGH w�RIP RAP'�/ � W� .�\� / �;_�.:' .. i � ' 040 . ��'� E�DETAII F /�^ RETAIN E%ISTING� SP AL CUT DITCIi � r+� U / FALSE SUMP �� SEE/DETAIL G � p �! �L�' � SEE DETAIL A PU�. , P-�.JE .� ' ' P E H PUE . ��. � IrI � �/ . _. PUE�� �:�� , ..�' �� �{ T-- . ., PSH PUE_� . Q `�� �..�:� ! . 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I 1 s � � , -_ i �� ( � �_1 7�; . I I ,. CUT EXISTING CONCRETE �;,�'- .- �, ,I ABUTMENT TO EL = 684.0' ��� � f � ����� �V � �- i��' I� �'_� �� ��:��� � � �`-'� �,N �i,�' '_ , ;'� - �(. `iL (�' 'il�, - �_ti ��I-�, �I � �i ��a i����� � � .�� � ����'HI'�_ jL,��E c \ �4 � � NO IMPACTS DUE TO PROPOSED BRIDGE = R # PROIEGT REFERENCE NO. SHEET NO. B-4807 6 ROADWAY DESIGN HYDRAULICS 2 6e I� L FT ENGINEE2 ENGINEER I V L EL V=69 a48' _ ' � _ �+20 C = �52' -L- TA 12 I� 89.00 — 1 tw 0', 1 C 65' E = 8 33" B% BE W/4' APS SKEW 90 - �� �� � p�� ��/�% .��V _ — — — — i— ,� i +ii3 96i — — EXCAV TION O NA URAL OUND APPRO . EL=6 4.0' CUT EX STING CONC ETE '� r I CLASS 11 RIP P ��. �� ABUTM NT TO EL=66 .0' KEY-IN 3.5' K IN 3.' � � � � — � — — TAe 17 6 °0 BE IN GR DE � + WS(21 015)= 80.5' '� EL�� 91 SEff S EET 4 OR PLA IE EN 0 E LA 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 L E = 94J ' V = `r STA. 4+90 DEf- �r-iBb P EL a9i.a Pl = O 48 KEW= 0' _ 7 KC = 8 � � ! //.4 / � � f-1 3 • ( lU � `� _ — — "'_ � // B GI G ADE E. 6970 8' ""'S— 805' ND GR D ws�an, o,s�= eos __ _ DE L— STA. f�f 3.3 w';' EE HE T F R P N VI W �<;, s �� 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+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 -DET- 14+65 LT Bank Stabilization < 0.01 17 1 -DET- 15+22 to 15+68 LT FILL < 0.01 TOTALS*: < 0.01 < 0.01 0 17 0 *Rounded totals are sum of actual impacts NOTES: � � .� � V � � O V -�e ;he�t !A Fur I�iil ;� af '�hect�s� � r Shc�t 16 Fc�r Conv-�nti��ial � mrc�l� �ee �hret lC 1 or ���.ir� �'enr; �,l h�,�t � Jl'.;��'�[`'�� ��I� _I���� JI`'l� 'Cy.{��_�,��IL,�[:�°��..� BUFFER DRAWING I[� 1[ '��y II � 1[ �� l� ,� I�� I�- � 1_[ �(� I[�'� ��'� ��`1y � S H E ET 1 O F 9 ROCI�II�GHAM C4U1�TY LOCATION: BRIDGE 1V0. 6 OVER HAW RIVER 011t SR 2426 (CUNNINGHAM MILL RD.) TYPE OF WORK GRADI11lG, DRAI11tAGE, PAVI11tG, AND STRUCTURE BUFFER IMPACTS PERMIT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 50 25 0 50 loo �1�7T� � PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) to 5 0 to 20 PROFILE (VERTICAL) DESIGN DATA ADT 2018 = 3,555 ADT 2035 = 4,600 K = 13 % D = 55 % T = 6 %a * V = 55 MPH VpET= 45 MPH * TTST 1% DUAL 5% FUNC CLA55 = RURAL COLLECTOR SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4807 = 0.163 MI LENGTH STRUCTURE TIP PROJECT B-4807 = 0.028 MI TOTAL LENGTH OF TIP PROJECT B-4807 = 0.191 MI Prepored in ihe Offlce of: DIVISION OF HIGHWAYS /000 Birck Ridge Dr., Raleigh NC, 27610 DES7GN SFECIFICATlONS RIGHT OF WAY DATE: JAMES A. SPEER PE JANUARY 26, 2017 PROJECT ENGMEER LETTING DATE: NYA K. BOAYUE, PE JANUARY 16, 2018 rno�cz nesrcN sucr�vrFe ��'� B-4807 38577.1.1 BRZ-2426(1) 38577.2.1 38577.2.2 HYDRAULICS ENGII�EER rE. srcxArUns: ROADWAY DESIGN EI�GINEER SlGNATURE: 1. PE RW UTI L DOCUMENT NOT CONSIDEREO FINAL UNLE55 ALL SIGNATURES COMPLETED DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. ST.4TE H7GHN,9Y DESIGN ENG7NEER Z O � m n nQ t"� W V i Z � Q Z Z � � � O 0 w Q � � z 0 x �� � -LDET - V �T = 45 mph P! Sto /0+9384 PI 510 /2+77.43 PI 5fo OtllJ9 P/ Sla /8+9558 0= l5'Sl'08.4fRT1 �_ l5'22'122fLT1 p= �5'46'55.6'tLT1 0= l5'34'18.3'(RT1 D= 8' 30' 03f D= S 3d 03J' D= 8 3d 03l D= 8' 30' 031' L= 186.48' L= 180B1' L=/85.65' L= 183J8' T= 9384' T= 90.95' T= 93.42' T= 92J6' R= 674.00' R= 674.00' R= 674A0' R= 674.00' SE = VAR. SE = 4% SE = 4% SE = VAR. BEGI N TI P PROJ ECT 6-4807 -L- STA. 7+50.00 BERiIE R. SMELTON y-b"^-.�-�_ . _ �r�P'��TPJ��TI � I A I�i�l�i�( O BERTiE R.SNE�iON , / \ � / e,4•0 � / ' j/ /m �� / � � � I m 1 �� / �. �� � PUE � PUE � PUE � r.. '� '� ;` T 11 e PUE � � _ � a = _ -.F'? � > � �_��.) �- , 9 - r,-�, r� �.;_S7 `���".L�9 �' ze�.isr �r a � �' �'' ' • , �3, w� � �, � + � 11 - —� c 4� lmN�m,H�u nn �c ,yg �.Fnr-ae7.°�� _ � � � C� II V oJ��'-~�� . . ' '..,o". � _ - �, +-�i.^ . ,�-._ �-,.t, f� � � � - . ._ _.��.-4_ , _ ' GRAU 0 = _ - � k i ` �.j . E � m d � ,, _ - � -eaapgro � -x�� �UK�i Eow�i� `_+ — �, o u 3 n; °4;I1. k� E r� I m � � ' n � � � O y +o ��GIf�J -I_DE1"- GRaI_iE � -LDET- PT Sto.13�6729 Q�O l�,Q II-CJo�i a } {���� (,�J'l� � � � -- � � � 2 X a OARRELL & TERRY 15LEY ,s s II kIP RAP-� [TURE PAY ITEM 71DE PROTECTION (.LASS B RIP RAP =13 TON GEOTEXTILE=39 5V SEE DETAIL C RIP RAP AT EM6AN1 CLASS I RIP RAP-3 GeOTExTilE=7D SV SEE DETAIL D i SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP BEGIN APP. SLAB. i_L- STA. 12+04.31 END APP. SLAB. TYPE III �4�_5�� -L- STA 73+73.69 T TypE III TYPE III / ` C r � � BEGIN BRIDGE �� -L- STA. 12 + 16.31 BRIDGE o ��' :� o »' � �� TYPE III N.T.S. C - SITE 1 PUE-�}DUE �-P�E�,pu€�,- _ � � � C7. l_: ,_iOE' '�fEt71t3N �.. �'� ._ _ - - ��F � C GLA55 B NIP RAF �Ib TON � _ GEOTE TIIE-A6 SY _ � . G. _�._ —=- _ . .- - - � %�.��� aT �at ,- -� ..� wNr. M �e�c� �a -�t>r � __�5.. 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Sl .. -- ��-' 5� � —���15��_—_��,-� . 1S _� \ 1 � � N I E N D TI P PROJ ECT 6-480 -L- STA. 17 + 60.00 O CUNMNGMAM MILL.LLC GLI � ALLOWABLE IMPACTS ZONE 1 �: � � ALLOWABLE IMPACTS ZONE 2 GRaPHI'_ SCALF SEE SHEET 6 FOR PROFILE VIEW � 0 m n n � w v i Z O ¢ Z Z � � w d 0 0 Q � d � z O N X � � � -LDET - V �T = 45 mph P! Sto /0+9384 PI 510 /2+77.43 PI 5fo OtllJ9 P/ Sla /8+9558 0= l5'Sl'08.4fRT1 �_ l5'22'122fLT1 p= �5'46'55.6'tLT1 0= l5'34'18.3'(RT1 D= 8' 30' 03f D= S 3d 03J' D= 8 3d 03l D= 8' 30' 031' L= 186.48' L= 180B1' L=/85.65' L= 183J8' T= 9384' T= 90.95' T= 93.42' T= 92J6' R= 674.00' R= 674.00' R= 674A0' R= 674.00' SE = VAR. SE = 4% SE = 4% SE = VAR. BEGI N TI P PROJ ECT 6-4807 -L- STA. 7+50.00 BERiiE RfSNEtiON - -. 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I Noiio s�a�el e I No��o scui,� F °�Fj � ` //Saqqe \ � 5\oPs 10'm�n. y e� ry F`` _ cade '.°�m'� is � - � GEOTE%TIIE �=10'FI. ' - GEOTEXTILE \ I .1. .. TVPE OF LINER CLASS B RIP RAP � -iYpE OF LWER- [tA55 I RIP RAP � I I� ' � I�� �. i' GEoiEI(T�LE _ �: .� I � I � _� - ... . , _LD�GESTA. 14. 57 LT i I I i I/I /� I I', FROM LDET- SFA 74 r 20 TO STA 14-�� 57 LT I � I �FROM -LDET- STA 15 � 74 TO STA. 76 +� 20� LT � - " LDET- STA. 751 74 LT � ' � � ,,��'� i ; � � � , � � ������ r �� �/ I� � 3 � �, ��,, ��, �, r � ��' � �,�,_ � /f,�%/� ��1����;"'� �:� � -� / / � . //// � �/ ' \ CIINNINGMAq NRL. LlC i �' � . � � / �� ���i' . � � � �` ��' ' / @r— PUE�� .. �1'f3E' �'fECTIt3N �.- _ • , �P'u€ •,��-r.—�i GLAS$ 9 NIP HAP IG TON � GEOTE TILE-4& SY I C - _" �� _� ���,.� ,� , �_; ¢ ' F _ � . . �u �+S . _ � . _.✓%r ` �� �— _�-i. - � %�z� � Ei i E / � \ F_fJD i �)E i GF2AUE STA In+b ,_.I_�, . E � � c. p �,, � ' - � ��"� �,,i�, '��fi� � � �� I -- - � � �,_ --. �._��i, '� � � i` � , � i .. � ,: / r WOODS \ . �r/� �i / ) � I � / / / i � ��E =�--' ,� plj'�'� — '-ti;nur�.�'-��rr"i-� � .rz.,_.�—c+y �. -`-�'�^% �-'�"'—' � i� - R � /' 'r '/, . / i � ' �` 5P�.5 ��L� - _ - �. � - � — - _ _ - � . - _ I . . < \ . � ci1l3�fliW . - ,.. � I � _ _ — - _ . . L _ 19 ylI -- — � .. J � ._ _ . \ in :PEafMAm FOqO ` __ - -- u�- _ — 2/ 4 _ ' �C _ . �_ - _ � '�'�:i.�i 'w - _ Y � �� tir':-�i '-��_, �.1 . � � u. = c",�� - e�� � '� � � � � ,�s�� ` r � . _ "'`�'�'�ND CON� I FI ii TI��N � � - � � l � �L�� I �TA l a+_P-,� ,0 � � � Q. �.._� �' � js��.-' -� � ��\ / ��y ' r-- = ' "��s=� � _��,.� \ � /� �'l ,� , � \� 1` � �J/ � , ,. l � � s � S . ✓ �yi �r . _ � � �1,3 �- � ��/ /��I � � - _ - �, �� B 7,,;�� � � � � �� � � \y .._ � \ . � . . i - �.% I � "� � � -' _ � � � �, � � o � /��i��`���.��� . � �- �i �/ � 1�� � � j =� -� * � � ,,_ ��� . � a* ��' ` � /ri �� ��� \...�\� ; � -' ' �- -� _ -_ �_ _ j � ,: � � ,� E N D TI P PROJ ECT 6-480 -L- STA. 17 + 60.00 O CUNMNGMAM MILL.LLC GLI � ALLOWABLE IMPACTS ZONE 1 �:�' � ALLOWABLE IMPACTS ZONE 2 GRaPHI'_ SCALF SEE SHEET 6 FOR PROFILE VIEW "z 0 > te/ �� ��0 1 / � , m / 1 �0 I / FROM —LDET— STA. 14+20 TO STA. 14+57 LT �m � S I T E FROM —LDET— STA. 15 + 74 TO STA. 16 + 20 LT � I, � � i ��� 1 I ti► r� � — PUE PUE� �, TH ` _ t . � _ �' '.' � �_'"-��� .. a � � � � a __� E `, . 13+67.29 JCC UCIHIL l. RIP RAP AT EMBANKMENT CLASS I RIP RAP=3 TON� GEOTEXTILE=10 SY � SEE DETAIL D /�e ��ALLOWABLE IMPACTS ZONE 1 � � ALLOWABLE IMPACTS ZONE 2 i�^ 1;. - ;� � � ;`" I' I ; ;1 �r � ��41 �'yQ ��� /�S ��S \�OO� BUFFER DRAWING SHEET 4 OF 9 DETAIL D RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. ►j �� Ditch - 1.0'min. 1 1.5 Grade ( ♦ GEOTEXTI LE TVPF (lF I II.IFR- ('I ACC I RIP RAP —LDET— STA. 15 + 74 LT CUNNINGHAM MILL. LLC � ��`' `',T�, I��-�,_ _ �_ � _ � I_ �_� n �� � �=,'_, , 3��� �,�' �i�� F,0' '-1�2' ��RAPrili_ 5����,_ PROIKT REFERENCE NO. SHEET NO. B-4807 4 RNJ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER dN�C!O�![�1LE lE I�.L�NS D�O NOT Lltil; ROR / W AfQt'ISITI�DN DOCUMENT NOT CONSIDERED FINAL UNLESS AlL SIGNATURES COMPLETED - ri�ti�ln _ -_- __ __ "_ _ _ - S` _— —_" S'. �5-- � Z 0 wm n ng 0 w v Q Z � Q Z � Z � � � � � d 0 Q � � DETAIL A DETAIL 6 DETAIL E SPKIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH - � Na i� >�w�. .=� �� _•. . i r�oi io s�,�i oud� F�o"s� o�r�i, � sm�, � si�ae ��ou�d 1.� O 3F\o�e� Geound b 1.�F`�S�oPs G,a�nd a:l p 1 Min D-1.0 Ff. ��d Min.D=1.0 FI. d=10 F1. 6=A.0 f�. —Genien�ile f-ROM STA. fi-50 TO STA.11{-25-L-LT. FROM STA.14-00 TO STA.15+00.L-RT. FROM $TA.8-50 i0 $TA.11+80-1-RT. TYPe o(liner-- Class B Ri�Rop FROM STA 11-50 TO STA.12-05-L-LT. DETAIL G SPECIAL CUT BASE DITCH vmRIP RAP � Hm m s�oia� Ha��,ei � � i Gro�nd 7.� D �F\o e� � Dio[,e �' �� ��e.�;�e—' e i Min. D=1.0 F. MOR.d=1.0 Ft. B=2.0 Ft. TyFie o( Linei = Closs 8 Rip-Rap FP.()M iTA 11-J5 TO iTA 11+5�-I.-I.T BERiIE R. SMELTON O BERTiE R.SNE�iON CUT �ITCH w-RIP �AP SEE DETAII F � ri i PUE-- � E��T.. :.r,3 �] �. a t y ' _� > � " I' C / 3A' E � —6 — J � J -u IIiV- 5.-0 ��. .yti:�3'�J-v�.>�i,v�--!r . _�=:o � . � �v� CL455 B RIP RAP 3 TON$ m y GEGTEXTILE- IO SY �U� A>i11FE i0E PROiECTION CLA55 B RIP RAP-22 TONS GEOTEXTIIE-55 5Y— SEE DETAIL B SPECIAL CUT BASE DITCH w�RIP RAP' RETP.IN EXISTING SPECIAL CUT DITCH SEE DETAIL G - FALSE SUMP SEE DETAIL A PUE �� PU� � — PUE � PUE 7_ �;.�. '- r z {+&UTME T � r,� C -F'ir ��G-.4���,a,� ��� �fisrur a '� . W ' � � _ i li. 5 34 45' 30. vJNNINI�NAM1i �iLl � RG. F ,�'�i-.��..,�_` -. :..�.,�� - _�.. .—_���-�vr'-' . C � �— —��-1.E C '� SPECIALE UT D �1�� �.,� F' SEE DETAIL�E '*�_,� I cv.s�D DITCii 5tlRNS OUT E� GEOTFXTILE- 12 SY �'- W �,E- O OARRELL & TERRY 15LEY DETAIL F $PcCIAL CUT DRCH t ra�� �o s<aini 3\ ° D�i�� G�o�nd 7'/ � F\o��e d Gnoic.tilc � Min. D--I.O f-1. �pe ofLiner= B Ri�Rop Max.d-0.5 � FROM STA. 7� 92 TO STA. S� 12-L-LT. PDE p � 1 �:/, \ E \ ,,, � \ � ,' � � m � ��` I � � �- � PUE �{,_� - \ � ' . I ,-,�—" �S: �.. i:; � I t ' - � 1 `._\ I CLA55 II RIP RAP �,� `�' STRUCTURE PAY ITEM - CUT E%ISTING CONCRETE : `. I�� ABUTMCNT TO EL-684.0' ,,��( a' � "'. �-� r� � t �� M.s� �.� I� `.� s' � i ll I`� ��C i NI,,I C��� �� SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP BEGIN APP. SLAB. i_L- STA. 12+04.31 END APP. SLAB. TYPE III �4�_5�� -L- STA 73+73.69 T TypE III �� ��� o �>��' o TYPE III gEGIN BRIDGE -L- STA. 12 + 16.31 � BRIDGE t ( o ��� :� o »' � �� TYPE III N.T.S. B3 �ys� 7� S ��� PUE � T _ � r�i.�y5— �— � GRAU 351 'S— � E� —L— I SfA.13 90�� _,I,VNING'HAM MILL � bl � F . ; r.. W _-- TME� EXC ATION `$PECIALD�� 'nap` SEE �ETAIL E�� CLASS II IP RAP STRUCT R�EITE / GLI � ALLOWABLE IMPACTS ZONE 1 �r�' � ALLOWABLE IMPACTS ZONE 2 GRaPHI'_ SCALF Pipe o� �'i�ch o�nle� A L Sce Pralor our Ho�e IP IR'ip Ran �i�+ bosin �,o�.i,ow� �o.da,��� PROIKT REFERENCE NO. SHEET NO. PREFORMED SCOUR HOLE B-4807 4 'NOT TO SCALE RNJ SHEET NO. PtAN VIEW ROADWAY DESIGN HYDRP.ULIC$ — wsrau �vei nNo FwsH ' wirH Hnruaa� cROUNo ENGINEER ENGINEER A J $KTION A-A �� PIPE (d - 15" OR 18"I S�� F — ° EL. - 682.0' PSNM INfLOW � 1 LINER�. CIASS 8 RIPRAP � �B� � wiTH GEOTE%TIIE 1�- µ�N i'TUCK ense ei = eai o FROM STA. 73 i 83-L-LT. 0 CIINNINGMAq NRL. LlC O CUNMNGMAM MILL.LLC IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 8= 4.0' W=^� BUFFER DRAWING SHEET 5 OF 9 a� 58' 075' � � I i �/ v j . .. .....— .—. — .— ._ — .. .. . m � w000s :�-� �5,i-�1� 7/ ��Sf _ / : Sl " `. S� -1' � �__' ...-...- _- `y , `'" /�S� —�15-�` �S-�, �5 _� \ ,-- 1 � . �Sf� ��'.. N I SEE SHEET 6 FOR PROFILE VIEW � O m n n � w v d z O Q Z � Z � � w d � 0 Q 0 � DETAIL A DETAIL 6 DETAIL E SPKIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH - f No. i� >�w�. .,� �� _•. . i rvoi io s��i_i �i�M F�oNe� Di�cl� � sm�, � si�ae ��ou�d 1.� O 3F\o�e� Geound b 1.�F`�S�oPs G,a�nd a:l p 1 Min D-1.0 Ff. ��d Min.D=1.0 FI. d=10 F1. 6=A.0 f�. -Genien�ile f-ROM STA. fi-50 TO STA.11{-25-L-LT. FROM STA.14-00 TO STA.15+00.L-RT. FROM $TA.8-50 i0 $TA.11+80-1-RT. TYPe o(liner-- Class B Ri�Rop FROM STA 11-50 TO STA.12-05-L-LT. DETAIL G SPECIAL CUT BASE DITCH vmRIP RAP � Hm m s�oia� Ha��,ei � � i Gro�nd 7.� D �F\o e� � Dio[,e �' n ��e.�;�e-' e i Min. D=1.0 F. MOR.d=1.0 Ft. B=2.0 Ft. o( Linei = Closs 8 Rip-Rap e FP.()M iTA 11-J5 TO iTA 11+5�-I.-I.T DETAIL F $PcCIAL CUT DRCH (1Jaiio 5<012� 3\ ° D�i�� G�o�nd 7'/ � F\o��e d Gnoic.tilc � Min. D--I.O f-1. �pe ofLiner= B Ri�Rop Max.d-0.5 � FROM STA. 7� 92 TO STA. S� 12-L-LT. / T �5 / � - -- -. � , � E 1 .- � . BERi�E R.SNEtiON - . , - ! � f i % � _ / , � � _ _ .�� , ,,.. ; � , �� _ � ,, _ - i �,� �� �� - � - _ - � i � ` �,�. ' / / � i'" _ - � .� _ ` �— , � � , � ., ��, _ _ , _ . . ', � ���� .� � � � ������� - - ' � _ ' � i , , ' - � � / � / i � �" � � ���\ y` ✓ � , _ , - �� —� �--� '��� /,' / 1 ' II J �� ;��� �E- � 5�� � �� �� � _ =� - � �-�� ; � � '. � / _ i � �`� �� � - � �" !_ , � — / , d � � ; B3 �ys� 7� S ��� Pipe o� �'i�ch o�nle� A L Sce Pralor our Ho�e IP IR'ip Ran �i�+ bosin �,o�.i,ow� �o.da,��� PREFORMED SCOUR HOLE 'NOT TO SCALE PtAN VIEW - wsrau �vei nNo FwsH � WITH NAil1RFl GROUNp A J C!����\/I 8= 4 0' w=a.o $KTION A-A ' � �� PIPE (d - 15" OR 18"I S�� F - ° EL. - 682.0' PSNM INfLOW � 1 LINER�. CIASS 8 RIPRAP � �B� � wITH GEOTEXIIIE 1,- µ�N I' TUCK 9ASE El= 681.0' sae FROM STA. 13 i� 83-L-1T. PROIKT REFERENCE NO. SHEET NO. B-4807 4 RNJ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING SHEET 6 OF 9 � � I -- ° i I � L �� �i��� � �i i � �i��� ��� � i, ;� � - � � � � � 71�� �I�' ' �- �� ) �-�-�� - � �'' ,�� �i���� ly, \' �t � — �I �.>�-,w � _.�— — � �3 .., ' _ I � �-�.r _ � - . � / � CI� G DEE DRAA �?�1 �ONS !' � IC � � ., .. � . � // I i L= "� �- BERTIE R.SHELTON r '� ` I � ` I � � u- i ��i�� \ ,_ �� �', / � � � � � � � � � � � _ � � � � i�� � , �� _ � �".i' / ' ,.,-- __ '�� � .� � .� > ��, --I � . � .._ - .... �� � / � � / \ � ,7, , . � � 7. . W�i�L� � . � � -�I� $PECI L CUTDITCH �IP ItAP. - -- - -- \ �� - -SPECIAI CUT BF� SE DITGH w�RIP RAP'�/ � W� .�\� / �;_�.:' .. i � ' 040 . ��'� E�DETAII F RETAIN E%ISTING� SP AL CUT DITCIi � r+� U FALSE SUMP �� SEE/DETAIL G � p �! �L�' � SEE DETAIL A PU�. , P-�.JE ,. �' ' P E H PUE ., . IQI ' � . -� �PUE PUE�� r. �,�� ,-� 11i+ . �{ T N — _ . ., PSH PUE_� . QI `�� �..�:� . . PUE��- . i T .. �,-�. 7,.�,�� � , lq ..., ..� ���,_ , -. .�^�._- --_ .-_ - �- / Fi i PUE �r� -y�Bu�M� E"�:�F� � N"� �. c- -� a�F� � C � a, { �ry ,�-� -a �, . ,. ., . u, - c ' r . , _. -_ ,�,, .. " .. �,, � � � � � � � !� �: �, 1 �';" .. r" � , , . r` F �-N� � l, _ r . rCe ;'i . :�o C. �'d '; � � �' �'-� T . _ � _ � r',�' . `, . . . . _.� . --�-'�-11��r--�---�- u _- _ _ - � �--- _- _��� �i : �} FX � /��,l�F'a�'. — -_ . - --- .l_ .. . _ _ -- - " _ [ , 5 39' 48A' E 5 34 45' 302' E F��' ` — � � , -'--_ -(= -� _ _ - J ,u,>�,� ,���-� _ J, ., Y - l f_ �-��v;r�M1 � r� c � / ry'. _ _- _ _ � - II V- _.yi � � _ 4 � � � � �'tV � ii_ � � - �. � -- r � .� ��.- � —� — +.� �F ��- ' ��� �— �� �: �;�.—� ��, .,� �. � ^�— �: ; rr� �FCNr/ - .. �,� \ � `{'=+—,.� �'� �'�CP ` PDE ; ..� . \ � -�� CLASS B.�RIP 2AP=3 TONS I � m d E - / F ' DE \ . SEE DETAIL�E ` ' D DITCIi TkJRNI OUT / . I' \\ �����. �'�. - � GEOTEXTILE=10 SY � �U� -- � SPECIAL CUT D _ � � '� �� � -_ � ansluee ��' -- - - -�_ � � 3r � ��l - � � - ��s 6 ��--�cr-E. T 1 �� _ - / ' i _ �eorexme- i2 sr `'-, w�s E��'� I , . , , — � - o� _ _ _� ,- /_ �� JJ1�// � � _` evy-- ' 1 ,,`� -- ,� -- - , �� � ������i��— ��, � � J ��� �t- i {'. �� / _"„� / "' . � � v - �,,,� r �. '� � - , .,, ,� � x � � � � t� � � ... i ^- � / - r , _ �. ���j �� � � � �°"— � � � - � anss i�eir ane �� / ,/ � � .-- � � - -3 �._ -� --�. � STRUCJrURE PAY ITEM y'/ � . / � — / % - � � � � �_ � — - C1�7 E%16TING CONCRE7E f -'-' r ; �I� � � .� � � -' i . �" � ` e \� � � — ' _ A@UTM�NT TO EL 684 0' �� a �' �, 1 � l f �� � s ' �, : r �. � �� � , '� ' � � � � ��� �� � � � ��� . � � — �. � �, � � _ � , � — _ _ � ��� � � .i- � 1'` - ` '^ r - - � � _ - •� _ - � - _ � � �- -� _ .�� _�� �-��_� — J _ _ ` �-_ — -Da�mzE�L � `iERrtr_ �SLEr - ,� � . ,.. �� . . �:. .� — .� -d . . ... . _ / . /-� - ---_ _ --:- _ . -- -- ' �'� . �I �r. . �� , 1 R.� . - -i-� �i-' - �°` � 4� � _�'4�:� J, - Itl SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP c[ni�i noo u nn i-L- SIA. 12+04.31 TYPE III 4'-5" � 11' o ol rI N �%��' o �� TYPE III gEGIN BRIDGE -L- STA. 12 + 16.31 � � riii ■il � �!� TYPE III BRIDGE N.T.S. m � � �-� �/ �,;�I i � � � � � / � �� � / ���,� ; 1 � � ��� ���i ��l/� �� � r �� � ' , /�/���1 �� / A �� I � A � — /�•' i//��/,/ I � � � CIINNINGMAq NRL. LlC i �� � . � � � / ������/' �. � � i �` �` � ' I�� - � � ��� ��;� ��1����� I I� __ _ � �__ ,.,/�/ '� � / ��_ 1 � / - . r -' � WOODS - ' � /�' i ��/� �// � ; . � . /�� . �/ � �,/ � II�. ,.,�.-r.-�,.��.-�"P�tYE —�--' ,� plJ'�'� - '-ti;n:..r.�.�'-��rr"�-..� � .rz.,_:��.,y �. -`-'r'`^%� '�-'n.'�'-` �i - .� ,. i � � ' — � R ' ` � � � � I � . � - � ' � � -- -_,.� ; _ t� ___ �r-Nicill3�fliW . � . - — --5 58`075' E � — L - esT - __ _ — ^�_ � _rn :ae�MaN Fonc, A ._ ; , . . . _ . - - _ - /'� � ,s��'�-� r�� �'NL.%'� 'w - - � �s'�r':-��, �� F �� _ _ //�'� I - - �/ II � �W�� ..._ -. � - _ ' _ .. � F � w — �" TMENT EkC r\ IOrA `$PECIAI CUT DITCH �n.,`: SEE �ETAII E�� unss u iP ana STRUCT R�EITE - �� ' = a > . _ - - - � � /E ' T^ -' � �.. WO��w� ; ,. \ . �j$�-�i )�,.. i . ��� .. ` \ _ � � ,_ - �a � . � � .�.. J � �,�„& � � f / I J _ , � jsf� -� - _ 1--� �y -��. r � � / �.,,'y ��� ' � . _ �^ � � ��� � �is i�4 �s�� =__"`�, �� � ' � � �� ,_ ��� � � a- � � � �-�.� � � �„� �y .. � � j\ ` �� I_ � ��� ��I �� � � ` .. '�^�i .. i �, � / �� � J����- �� ._ \ � } � � ,.'�•� I � J� - \ � „ = � C � � � �'� ` - :� �; 'i � ���` �� ; /�. V /� � ! � � � � � '__`' � �c �� / / ,;� �����. � L � � � � - J � .,r-� i � i� r-i �� � �...\ �� '. �_� \ I � l f,i _ � s �A �. � a � � � ' � �� �' _ _ / �' '� � ALLOWABLE IMPACTS ZONE 1 � ALLOWABLE IMPACTS ZONE 2 O CUNMNGMAM MILL.LLC SEE SHEET 6 FOR PROFILE VIEW Z 0 �� � `��� �/` � � i � :IAL CUT BASE DITCH w/RIP RAP'� SEE DETAIL G ������ — PUE , � � - y{4$UTME T �~ ` � , ,� � �' C , - �; � — �� �,�sT���� � h, � , � ,r - _� _� � ����i: — c ;_ � , - � / I �S � , � S ITE 1 ; ; , ; ; , � , ; � � �'� _h ��e CCINNIN��H�;h1 fl,ii 4L, ',- i�T_,EA -6 iRI,IG � � - - ,���� - - � ' I "n-u" I�I�III � ` � � ='� �� V. ��' � 7 . .i -,. � - _ �tISTIIVG-FJVV� � \-`i , w ,-'/ i ' . c — — _ _ ,� �, � ��PD � � � � e � � r, � - � �'� � � � � -R�D E � � s� � �� 4 \ '��� D - DITCH ``PUf�„N OUT ,r, � ASS B RIP = E �•-� � OTEXTILE= 12 SY � �`-�, � r Wuij�S � ,_ , Ei IL� � s �E�� I ', �� �il.li 5. �� i �E�S" RCP-IV �� Wn�D�_ INV=683.0 �J PSH — — _ PUE � ��O ��._7' �/A'�� � \�°o� BUFFER DRAWING SHEET 7 OF 9 0 CUNNINGHAM MILL. LLC � / % m _ , F � _ � � �CS— Xi r�rRiw END SBG :_� —L— STA.13 + 90 1 ��:��r, C��NNiNGHANq �4![L RD. �-' C Sr — Exis iu�� �� w , 1 ��� \ �., �� ,-� ` 64�� � � � -�ET -��=�— � \ � � '''' ' c� � ABUTMENT EXi �,J i � � � �` %�; _. � � � � _ � � �s � '' 1 � E � E � _ � � , �; �'�•—✓S� A � �� c� < n � �� �.`P�, = � � � . , �- i 1 7�� I,. CUT EXISTING CONCRETE �;,�'- .- �, ,I ABUTMENT TO EL = 684.0' ��� � f � ����� �V � �- i��' I� �'_� s�� �� � � i '� , I I` 1 �;^ ��l � � � ��, C �i � z� ��I f _ `, I'7� < — ��j — — — � ATION ii �? _c —E ':... � � F -E� � � PROIKT REFERENCE NO. SHEET NO. B-4807 4 RNJ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER dN�C!O�![�1LE lE I�.L�NS D�O NOT Lltil; ROR / W AfQt'ISITI�DN DOCUMENT NOT CONSIDERED FINAL UNLESS AlL SIGNATURES COMPLETED ,�J _ ,�1��_ ri�r-�v, _ _ � -� _,- -- _ 07.5" E � R � - ��F �— — �_ --, -_ .� ��I I � w C � m___-°' JSL�—_�PU �i I�'/ — i � �S� � � �`�t _ , — S �S,- — _ �1 y - ...__SP � / ��ALLOWABLE IMPACTS ZONE 1 5 ��\�R� ������� ALLOWABLE IMPACTS ZONE 2 RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ftZ) (ft2) (ftZ) (ft2) (ft2) (ftz) (ft2) 1 LDET 14+12 RT - 14+40 RT X 127 1007 1134 1 LDET 14+40 RT - 15+40 RT X 3915 308 4223 1 LDET 15+40 RT - 16+05 RT X 962 1950 2912 1 L 11+75 LT to 12+16 LT X 402 350 752 1 L 12+16 RT to 13+61 LT X 798 357 1155 TOTAL: s2oa 3972 10176 0.0 0.0 0.0 0.0 0.0 Rev. Ma���P 2016 Rev.Jan 2009 �f C /II'f � �� � 1/ �� IC _�l � fi Cl IC r r l�_�ip� i�ii n�7/ � i� _�l; _� h='t I1� i ul ��LJ�b-� i._'l7ii I/F'F�� � � S�s1�l-� '�1F^ �i(�1' `'T'�i '��,��1 ;'�I�����J=� I!�`�•.' I�ll��� ���` I��1 I�(�� � I���9� ROCI�II�GHAM CO U11tTY LOCATION: BRIDGE NO. 6 OVER HAW RIVER ON SR 2426 (CUNNINGHAM MILL RD.) TYPE OF WORK: GRADIIIIG, DRAI11lAGE, PAVI1�lG, A1VD STRUCTURE BEGIN TIP PROJECT B-4807 -L- STA. 7 + 50.00 BEGIN BRIDGE — — STA. 7 +1 E TO US 158 AND MONROETON CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. -L- STA. 13 + � •. 1�q tis�� 8� \O � I � /) `�, �� � SR 2426 CUNNINGHAM MILL RD. �� TO GUILFORO C0. AND NC 150 �'�su=. // � � _ — _—_ %� — 15 _ .-. —_ END TIP PROJECT 6-4807 -L- STA. 17 + 60.00 TL+ TC �ROJL[Y RL•P6RN*It'fi NO. s^pT 5��� , ���,TS ��� B-4807 1 �TATC aROJ.wo. F.,f.crto�.No. I DF.SCRIM'foP� I UDCUMENT NOT GONSIpERED FINAL UNLESSALLSIGNATURESCOMPLETED HYDRAULICS ENGINEER DIVISION OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepa�ed t� rne Office of: STATE OF NORTH CAROLINA ADT 2018 = 3,555 DIVISION OF HIGHWAYS 5� 2$ 0 $0 100 ADT 2035 = 4,600 /000 l3irch Ridge Dr., Ruleigh NC, 276l0 �;a u�� `� � � ��I� LENGTH ROADWAY TIP PROJECT B-4807 = 0.163 MI K = �3 % 2072 OL•S]GN SPECIFICATIONS ���' �( � yn�. PLANS LENGTH STRUCTURE TIP PROJECT B-4807 = 0.028 MI r.E. ' D = 55 % sicNAruxE: � � � �� 5o zs o 5o ioo T= 6 %* TOTAL LENGTH OF TIP PROJECT B-4807 = 0.191 MI RIGHT OF WAY DATE: �AMES A. SPEER, PE C��l'��, rao�acr r.NcrxaFn ROADWAY DESIGN � ., ,�;� V= 55 MPH JANUARY 26, 2017 ���° � �� PROFILE (HORIZONTAL) ENGINEER ��,�� ���i� VoET= 45 MPH l0 5 0 l0 20 * TTST 1% DUAL 5% LETTING DATE: NYA K. BOAYUE, PE _ JANUARY 16 2018 %ftOJECT PF.SIGN F,NGlNEER FUNC CLASS = RURAL COLLECTOR PROFILE (VERTICAL) SUBREGIONAI TIER %'E. P.E. SIGNATURE: STATE H7GfiW'AY DESIGN ENGINEER BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin ; Property Corner --x Property Monument �E„s Parcel/Sequence Number 123 Existing Fence Line - - Proposed Woven Wire Fence Proposed Chain Link Fence � Proposed Barbed Wire Fence Existing Wetland Boundary - - - -w -_ _ _ _ Proposed Wetland Boundary w�� Existing Endangered Animal Boundary E^s Existing Endangered Plant Boundary �Fa Existing Historic Property Boundary ��s Known Contamination Area: Soil `�� � h Potential Contamination Area: Soil -�?� ;�?�; Known Contamination Area: WaYer - � �` � � Potential Contamination Area: Water -`,;'t' :?� "�— (_ Contaminated Site: Known or Potential ��i,'_ BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap = $ign Well w Small Mine Foundation 0 Area Outline I I Cemetery �� Building � School � Church �I Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream 15 - Buffer Zone 1 az i Buffer Zone 2 sz z Flow Arrow E Disappearing Stream , - - Spring ,-,�- �-_ _: -_ Wetland � Proposed Lateral, Tail, Head Ditch T` �� False Sump � S°'I's��'1rlE; ��lF�" ����]l�°1I']�I ,��'s�]�f�v]L�?�,�1, ]D1[ S�II�II���� ,�71_F' 1H[J[�G�NI`�ya%�`��� CONVENTIONAL PLAN SHEET SYMBOLS Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF W.9Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R!W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement �fi z�w rF:�,v��r�,;�r;,-,o� v,��G�,;� � cw�c-n W 0 W � � �-': � E E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp � ��+! Existing Metal Guardrail ' Proposed Guardrail T T T T Existing Cable Guiderail ° ° ° Proposed Cable G�iderail " " � ° Equality $ymbol � Pavement Removal � I�EGETfITION.• Single Tree $ingle Shrub Hedge Woods Line - r:, : Orchard Vineyard EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Pawer Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) WG Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B($.U.E.*) U/G Telephone Cable LOS C(S.U.E.*) U/G Telephone Cable LOS D($.U.E.*) U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) �--• PROIER PEFERENCE NO. � SHEET NO. WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LO$ D(S.U.E*) Above Ground Water Line N: N Pedestal N Tower U/G N Cable Hand Hole U/G N Cable LOS B(S.U.E.*) U/G N Cable LOS C(S.U.E.*) — U/G N Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS: Gas 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 U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information • ❑ L� � � f usr ) I � �Z AATUR E.O.I. BEGIN TIP PROJEC -L- STA. 10 + 00.00 ��i E TO US 158 AND MONROETON L �� ��,� �� �� ���F�H � � �r ��� �,� � �t ;�-� � �� _�_�� � ��T '�.�a � - «.�� � .,�..���� � - ���_�o.�� a�,F'`�:�-.a �-�-��_��.s��3 � >�.�;� �����-.�,<ti�, .:a�4a.�,�� �F�'r � � ��.�, � �o�- �,� � 4� > _ - , FnT �-.-�9.�i ai�,^ �,�;s r a _ -L_ �FELfMIfI�F'v fJ��h f d MiJ1-1iP1��fJl�� �_ii�rl I -..TATi�f-I iSrF�ET II-iFTH F�ST ' i�.a�y _-.N.NCn i ,��i.��iis� i�_i-u�.iv.;- , � � ;9 3�.�� ,i,,,�.e�a5i � � s � I zi.iz -�a.a� �1ni�,,.ia�n nta -.�a-..-a I. -�l1.12 .��1 �I`I:"� .:!'-14 I�t:ill`�.�I"i7 � �� -- �.�o �, �a�:�o�a� � a v,� a- � f 6� ,�� �.3�� a�,���. �� � � � � = -•6�.1[� au'..b�i? a1c,��.�l�.�TqE5s li.gq��.3[646 L -i.i.t341 -��.1311 �'=ilr,9r,�.-4��i�_ 1'�4_lS.y�i�3V L 1'�6Li.�l� -L�.'S�7 �1,'=i5-. ��3� ��� �91�d3 � ��.hm.am -.,m ,i - -:�i��,,� i � =,-,�n - FREL_�+IINARI' NEW PE�MAPJENT C1nPIhJHGE LiTILIT �;�EM�fd7S aL1i�PJ I ST�111�IV ;7FFSET PJORIH EC61 � I ����.�a�� -as.��� it�ior_,.-iii�G, i� i�=.s-,��s L 13�9�.'S� --�.a� �Ii�v�.d39E� 1/�-1-7.!:5E-12 L =".=�m -i(1.(1Q I -iT0 1 dP'g.=:s'�1�@ � .�,].i�Ln �.l.yll I - = 1 J --- -.. B-4807 S UR VEY C01�TROL SHEET BEGIN BRIDGE -L- STA. 12 + 15 IT IIT1L; Ti Ji'F'--H i . :_ i<<��;. yt ,t� i � 5a '17 4--�.�s:%il �� � „��� 917.:� �.�:t�4>5 91�4`+�.9192� 17 a ;. i9'�:7 1 4:'.yA%34 a: ��,ac ;i,=���...��ac�=. 91' 3430 a� -�a- -.sia:= n- , ��,�5., 11:< C.2n127 31� SI 13S2f 1 ,.�7 S1 /F " .34 �] 4 V7262t `fJ6-iG 97.ha I� 1 . ��9' �iL -. .- -.4�i.4�ia-c:=.. NOTES 1. THE CONTROL DATA FOR THIS PROJECT CAN B� FOUND EI.ECTRONICALI.Y BY SELECTING PROJEC'T CONTROL DATA AT: HTTPSJ/CONNECT.NCDOT. GOU/RESO URCE �LOCATION/PAGE�DEFAULT.ASPX THE FILES TO BE FOUND ARE AS FOLLOWS: B4807 LS CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER '= INFORMATION IS NEEDED,PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. °'� � INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT �'�?� � CONTROL BY THF, NCDOT LOCATION AND SURVEYS UNIT. �� "� PRO•JECT CONTROL �STABLISHED USING GLOBAL POSITIONINC, SYSTEM. � ^ o° ����ti �� �� �� ` P� � / � �' 1 ( i �/ 1 ; �'� j� �� � � � I /( ; , � 1"= 7i;UVV M-N-'1A4 4ril- R/) ' n_T \., ,. i .,, I - -L- STA. 13 + 75.30 PROJECT REFERENCE NO. SHEEf NO. B-4807 1C Location and Survevs __ _ TO _GUILFORD CO. AND NC 150 - r� r r r:� ruNE m nrn � F� a - N mb ,� ik � � oM� - � . � i c4� = E�Ev �w.�i \ , _ 1 �\ END TIP PROJECT B-4807 -L- STA. 17 + 60.00 BASELINE DATA LL "�i7rIT ❑E`�I . II_iFTH tA=,T I Ll_J5T1!IN l �T�71=I�1 I F-'��ET I F�} �' 1 L �-� �' .�� li .�� 4 ���L -`- 1 ii L�- F IC_` L I�11T' � C� �i � l -�. F1 �N 1 ��1y 1 ID �L�l� I�1 i i 1LE h i_E-T LIMIf'- '- _��1= I ='� 7 ��1 17 -.�i �i% ; __ �-' �` I`� I? �i -1 oL-� L_L�+ .-0s: � 1_=1�7' .,�= i0L_ �� I-:LUE F-,�_�E'- L1h11T5 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED DN THE STATE PLANE COOR�INATES ESTABLISHE� BY NCDOT FOR MONUMENT "84807-2" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 918.258.6151ft) EASTING: 1.783.398.5151ft) ELEVATION: 708.01'(ftl THE AVERAGE COMBINEO GRID FACTOR USE� ON THIS PROJECT IGROUND TO GRIDI IS: 1.0000018754 THE N.G LAMBERT GRID BEARING AND LOCALI2E� HORIZONTA� GROl1ND DISTANCE FROM "'B4807-2" TO -L- STATI�N 10+00.00 IS S 33°07"05° E 820.78" ALL LINEAR �IMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 BENCHMARK DATA -�, e��vc.Trni; _ _ .:�,- i�� ��i?;6> E na�iu�i ,-_ =.rar�im� �_•e,r�.N�a z�=� ,_:_,-i �� �sFtkE nv �our oF iz� e�A�� ...... ............... . .. <,. .. GGM� ELEVHif�il�J =. 714." ,. tii�aaal e t75a,72 �� �TATI�utJ 3s-NB.t��7 .- ���E�'41.:'�-� - Ciic7 -,-,i�l� �_ ��i'' ir: i,i ��i= � rii�_i����F;, NOTE: DRAWING NOT TO SCALE r z 0 "> � ft SURVEY PAVEMENT SCHEDULE PflOP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 825.0B, PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, E2 qT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO C7 AT AN AVERAGE RATE OF 224.0 LBS. PER SQ. YD. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5° IN DEPTH. . J _. _T _,, --�-� C2 PROP. APPflOX. 3° ASPHALT CONCRETE SURFACE COURSE, TYPE S9.58, --�� � � y =__ AT AN AVERAGE RATE OF 168.0 LBS. PEP S�. YD. IN EACH OF TWO J PROP. 8' AGGREGATE BASE COURSE. ___I� z 5� \- LAYERS. — � 3„ ` � .- MIN. } U �-.,.� 2 5" . ���� — — _ MIN. 3„ MIN.'}/� f MIN. PROP. VAR. DEPTH ASPHALT CONCRETE SUIiFACE COURSE� TYPE S9.56, C3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1' DEPTH. TO P pRIME COAT AT TNE RATE OF .35 GAL. PER sa. vo. Detail Sh owin Meth od of Wed ifl BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. g J J 01 PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, T EARTH MATERIAL. r TYPE I19.06, AT AN AVERAGE RATE OF 285 LBS. PEF S�. YD. `� —� � PROP. VAfi. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, 22' D2 TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" U EXISTING PAVEMENT. DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR g' 11' 11' g� 8' � GREATER THAN 4.0" IN DEPTH. 9'W/GR 9'W/GR PROP. APPROX. 4.0° ASPHALT CONCRETE BASE COURSE, TYPE 825.08, 4'PS � i 4'PS E1 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL) D1 C2 %GOINT C2 D1 NOTE: PAVEMEN? EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE 6' 9' W/GR 08 1 02 �-�DET- zo� i GRADE POINT 02 6, i 3, 08 ' ' ,�� �3:1 � GRADE TO THIS LINE TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3 AS FOLLOWS: —LDET— STA. 11 +23.67 TO STA. 14+40.00 (BEGIN BRIDGE) —LDET— STA. 15+40.00 (END BRIDGE) TO STA. 18+63.37 � �DET- � BEGIN BRIDGE -LDET- STA. 74+40.00 TO END BRIDGE -LDET- STA. 15+40.00 EXISTING GROUND I P 08 02 / 02 08 3;� 21��� EXISTING �PSE�'.5� T E1 �-- � 9.5" E1 T GROUND c�.�.�.td.��.rt�r GRADE TO THIS LINE TYPICAL SECTION NO. 1 �-L- EXI g' 19' 11' 6' 9'W/GR 9'W/GR 4' PS 1 i 4' PS C2 GRADE C2 ' POINT 08 02 02 08 ,L1 T Et 01 D1 E1 T GRADE TO THIS LINE TYPICAL SECTION NO. 2 �—L—_ 30'-10" ?7 PROIECT REFERENCE NO. SHEE7 NO. B-4807 2 WW SHEE7 NO. ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EXISTING GROUND USE TYPICAL SECTION NO. 1 AS FOLLOWS: —L— STA. 10 + 00.00 TO STA. 11 + 50.00 —L— STA. 14 + 00.00 TO STA. 17 + 60.00 NOTE: OVERLAY EXISTING PAVEMENT W/Cl FROM —L— STA. 7+ 50.00 TO STA. 10 + 00.00 EXISTING GROUND 4i��/nmi.�i�i,.6l.ai�.�@�.a USE TYPICAL SECTION NO. 2 AS FOLLOWS: —L— STA. 11 +50.00 TO STA. 12 +16.31 (BEGIN BRIDGE) —L— STA. 13+61.69 (END BRIDGE) TO STA. 14+00.00 1'-1" 4'-5" 11' 11' 4'-5" �'_�" 1 °�� �� i 4 BRG.— �z=;� ra C2 y� I GRADE C2� z3a" �' � C� BRG. ` PO NT fE BRG� /,� 02 �A _ 02 l� O O O O O O O O O O O 33' OUT TO OUT ( 17 BOX BEAM UNITS) TYPICAL SECTION ON STRUCTURE BEGIN BRIDGE -L- STA. 12+16.31 TO END BRIDGE -L- STA. 13+61.69 NOTE: SR 2426 IS A LOCAL BICYCLE ROUTE. DETAIL A DETAIL B DETAIL E / SPECIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH -L DETAIL F � Hoi ro smi.,l 1 Nar ro s�oiel 1 Nm io s�ai�� SPECIAL CUT DITCH o�om F.o,n � noi m s�ai�� � o� �� F`°`•�� N i � o;t��, P/ Sfo /5+4/.49 F,o„� D kli c�o��a z:� p 3e�o�`e` sioa� ��a��a �6 { 1.�F`�S�oPa c.���a >:� p 1� sioae 0= 0�/2' 3G7O.3�"J (LTl "co� a ?:i �F�o�e� sioae Min. D=1.0 Ff. I I�d Min. p=1.0 F. D= 0' 30 JU.G� d � a=, o Fi_ L= 40.75' 6=4.0 Ff. Geotex�ila Geo�e.fiie Min. D=1.0 FI. FROM STA.8+50 TO STA.11;-25-L-LT. FROM STA.14+00 TO STA.15+00-L-RT. T = ZO..3B� FROM STA. 8�� 50 TO STA. 11 �� 80-L-RT. iype of Liner= Glass B kip-Rop _ Type of Liner�- B Ri�Rap Mo.. d=o.5 i. y�^ R - !l,100.00' �� FROM STA. il �I- 50 TO STA. 12 �I� OS-L-LT. SE = NC FROM STA. 7+92 TO STA. 8+12-L-LT. �/ \?s� 7� S DETAIL G SPEGAL CUT BASE DITCH �IP RAP � Noi to Scale� Now,oi � Ground Z:) b` �ts� Slope d � F�P on�n Geo�ea�le g Min. D=1.0 Ft. Max. d=1.0 F1. 8=2.0 Ff. Type of Liner= Class B Rip-Rop FROM STA.11+25 TO STA.11+50-L-LT. O 0 � � � N 35'03'll° w � � � i�2.�9' BERTiE R. SHELTON � o io DB 460 PG 480 � � b � o 0 3{34 � 2 ii � � a � i � �� � � � � II I � I �I��- - o � I x� - � m IoI� � PECI L CUT �I CH wrRIP � �� � SEE DE AIL F � �alx� n � �} �,�. I°`I .0'(R/ -EIPI � ae� cr+t� I b O C3 C3 p_ O � EIF J - � � � F-F - _ - - _ - _ i i � i0 US I58 AND MONROETON S 34' 59� 4U,�� E d_-----.- - ---- .. . . .. . . . . . ��-N1�� Z OCTRi FENCE �CL455 B RIP RAP-3 TONS Z GEOTEXTILE=10 SY � PASTUR Z O � w a � 0 Q � � Z O N > � 3 0 � BEGIN TIP PROJECT B-4807 � -L- STA. 7 + 50.00 O O J O � t � 0 O � � O 0 �' n a �4 BM ^I -BL- STA. 23*BG.96 zie.�2��EFr ELEV=699.48' m O � � TOE PROTECTION DONNA WASHBURN PRYOR CLA55 6 RIP kAP=22 iONS GEOTEXTILE-55 SY b�.O DB 1992 PG 1406 SEE DETAIL B .rj �T. + 90.00 + 40.00 00 LT a�.00� �r. OVER EXIST. �s.so� �. . EXIST. WW PAVEM NT ba.00' LT. m SPECIAL CUT BASE DITCH wrRIP RAP �' WO 5 RETAIN EXISTING SPECIAI CUT ITCH PUEEE DETAI� PU . FALSE SUMP SEE DETAI A PUE w' r5 - PUE PUE TAPER .ABUTME T E CAV/ t�1 Z� C t3 � Q t? � - � _, c aiw F3 6 �-- �.t 51 - _1 _ - c � 5' - - r ' --- - - �- - . .. � _ _'-i_ ' - _ __--- - --- - on-oo � S 34'45' 30.2" E - o17.pp SR 2426 CUNNiN,HAM NkL R0.22'R57 m 7�EX15T� `E� GATE SPECIAL CUT Dli PU + (�.SO SEE DETAIL A 40.00' RT. + 58.5� 65.00' RT. 40.00' RT. EXIST. RNJ + 38.00 65.00' RT. EXIST. WW O DARRELL & TERRY ISLEY DB Bi5 PG 587 -' ExiS�/W�- � x `_ � � _ _ X�x ' �E / D- DITCH � N OUT J CL4S5 RIP = E GEOT XTILE= 12 SV W( x +70A( 30.00' F 52.00' F +$�.�� +�Q.O� x 40.00' Rl 79.50' RT. , > �„ ,,,,, „- CL4S5 II RIP RAP - STRUCTURE PAY ITEM CUT EXISTING CONCRETE ABUTMENT TO EL-684.0' SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP BEGIN APP.SLAB. -L- STA.� �.,� .�� �,.� TYPE III � 11' o � � j' o �� TYPE III 4'-5" 0 r N 0 M 4'-5" �GE + 16.31 S 34 45' 302 E � ZSy O6� a,' E a S M � I / �S � J m I o� � / ti`' o ,�`' o° � � +55.20 +59.00 � � 30.00' LT. �4.00' L 65.00' LT. TYPE III T � o ��� � 0 11' � �� TYPE III N.T.S. i z � o � PUE 30.bf1` f b�.%� 30.00' w000s � N � � � + } � � O p � � � ~ � �, i � i 2�.�2 10.00' LT. PUE ., ._ }NFS- E 5 N�T'. -__ _ -END SBG o -L- STA.13-F90m SR 2425 ( E iiHG w NT EXCAVqTION SPE W000� A55 I RIP RAP t 00.00 Pipe or D'i�ch outie� L Spuore Prefui Sro�r Holc �f ^Rop Rap I bo:in xhown�for da.i PREFORMED SCOUR HOLE `NOT TO SCALE PL4N VIEw INSTALL LEVEL AND FLUSH W�TH NATURAI GROIIND n � SECTION A-A ,9� PIPE �d - 15" OR IB"f s�� F ° EL. - 682.0' PSftM INFLOW NqN�� - ���� / GROUND LINER�. CLA55 B RIPRAP '� B � // WITM GEOTE%TILE �G M�N �, i��K BASE EL.= 687.0' B = 4.0' W - 4.0' 1D8 FROM STA.13+g3-L-LT. 4 � v c 0 1 O �/+ 45.00 CUNNINGHAM MILL. LLC 46.00' LT. DB 1220 PG 75 30.00' LT. +61.87 'I +60.00 30.� j/ 17.50'_ LT. woo ����, �+_.�.�� F����� ���� --�; F��� DITCH LE, + B�, +4U.5U / � 30.00' RT �58.00' RT � +60.0 / / PROIECT REFERENCE NO. SHEET NO. B-4807 4 WW SHEE7 NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -- - -- Ex�r��w;w ----- - y- 3 58' �7.r7" E-�- ro �uuFoao co nHo Nc iw _ _ _ _ _ _70 SPEARMAN ROAD 3 � -e- 51 G Ri � �r � � � w000s �...��5/ ` �5� �..._��� . �� 1S� JS�...-���'� � �S �S� ��� END TIP PROJECT B-480 -L- STA. 17 + 60.00 O CUNNINGHAM MiLL. LLC DB i220 PG IS SEE SHEET 6 FOR PROFILE VIEW -LDET - V oET = 45 mph P/ Sta /0+93.84 P/ Sfa 12+77.43 PI Sta l7+ll./9 PI Sfa /8+95.58 p= l5' 5/' 08.4" (RTJ �= l5° 22' 12.2" (LTJ p= l5° 46' S5.6" (LTl p= l5' 34' 18.3° �RTJ D= S 30' 03.1" D= 8' 30' 03J" D= B° 30' 03.1" D= 8' 30' 03.1" L= 186.48' L= 180.81' L=/85.65' L= 183.18' T= 93.84' T= 90.95' T= 93.42' T= 92.16` R= 674.00' R= 674.00' R= 674.00' R= 674.00' SE = VAR. SE = 4% SE = 4% SE = VAR. BEGIN TIP PROJECT B-4807 -L- STA. 7 + 50.00 � ZSy O6� a,' E a S M � i �5 � J �m PROIECT REFERENCE NO. SHEE7 NO. B-4807 5 WW SHEE7 NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 2,� B �i/iS. DOCUMENT NOT GONSIDERED FINAL 'Qj� UNLESS ALL SIGNATURES COMPLETED � DETAIL C DETAIL D TOE PROTECTION RIP RAP AT EMBANKMENT ?.� � N� m scoiel o e� I N�� �o S�oiel P '`Jig�pone > °`g�oe� lo�mm e � 1' E�� D'i�cli 10'mi� � 15 N 35°03"II" W gM EI m d Grode ' I 2'9 ' / /� d-' 0' GEOTEXiILE GEOTEXl�LE J -BL- STA. 23*eC.46 �� BERTiE R. SHELTON 218.72' LEFT '� ,L5 O TYPE OF LINER= CLA55 B RIP RAP iVPE OF LINER- CWSS I RIP RnP ELEV=699.48' y o GEOTE%TILE DB 460 PG 480 �� HO' GEOTE%TILE m / / \ FROM -LDET- STA.14+20 TO STA.14+57 LT -LDFf- STA.14+57 LT �� �"+ +55.20 t59.�� FROM -LDEf- STA.75+74 TO STA.16+20 lT -LDET- STA.15+74 LT �/ 0 30.00' LT. �4.00' L 65.00' LT. iseKo � O O / ` + 39.00 � I! I� \ � I ' � \ 74.00' LT. // DONNA WASHBURN PRYOR � z 65.00'LT. I + 45.00 J 61A �� n\ + 8.50 +27.12 46.00' LT. � II - DB w92 PG i406 .5 LL �_ n 65.00' T. 30.00' LL �UNNINGHAM MILL LLC 30.00' LT. o I�� - +90.00 +40.00 00 LT �; �. 30.00' LT. DB 1220 PG 75 �'�m +67.00 � � I Ix� EXIS� fLW 68.00' LT. m 65. 0' LT. w000s +61.87 ' I +60.00 � m o I �} N Wa 5 3 0. 0' L T. U 3 0. 0 0' L T. // 30 00' LT. � WOODS � � x� PU . E P � ) ^ ¢ I � o• �aiw-emi � - PUE E m RIP R,4 BAN� EN� PUE DUE .. _ _ PUE . . ,r : � . c li � PU . , .. . . . ^ � PUE PUE c 5S i i P T P GE T XT =10 SY � C CLASS B RIP RAP=76 TON P � 4A' CHL I� � EIP � �irvc a�w � Q� r � SEE DEXTI LEC48 SY R . .. . . . . .. . � � � Q � C� C) n Q p ('j Q � Q Q � � � f3 C3 CJ E'1 n F) t"t Ci C"3 � [v sr Q Cj OL� � � 1 � SEE ETAI D � m GEOT __ _ _ _ _ _ - _ - - __ ._ - - - - - - - - - _ _ - - - - V -�-��,.F.-F---- -- -'- -- _ - -- - __��- _- _ _ __ -L ---_-�_- � -- =;� - � ,- �_-_ ---�-srrvcaiw - _ -� u _ - -� - - - - . _. _ _ _ - _ - - - _ _ _ _ i e s Nc a _ _ _ - __ - - - - - - _ - _ _ - w � � + I Ri � =E � �-- - - � - -_ Q� -�--- ---- -- Si E� �- GHA _ _ _ _ - ..- __ _ _ _ _ _ 70 SPEARta d -,-- --.-- - _-- _ ' �' -.'__-N _- o ___- �(r __----- ____ -. _ -� ��i-°---' �c- - _ -_-_ - IN�M __ -- - _. _ - _ --_ -- -_ --- _ SR 2426 CUNNINGHAM MiLL RD. 22"95T � SR 2425 CUNN MILL RD 22'�BS/ k , �^ Z .. . . .. . . . . . . - . � _ _ - _ . . . . . . . ��. �e � � � p � . �" F � e srxc r�iw _ - N � ' , _2� �` k� � -8- xisi c ai. . . . . o � � "' m -- o o O --_---__ '� . - -. _ - .. ._ / � .. �. � � � aiw GRA 0 � i - . o E� w CTRi FENCE - - � L � ` J _ _ _ - _ ' . _ - T '' / � C . �r . �d BEGIN CONSTRUCTION `" ` e \� '-�ETo x ' � " � ,,, � E � �� w000s END CONSTRUCTION + 6.50 E°�'��''� � -- - _ ies R^� i P T' - _-� E z er +40.50 ��-LDET- STA 15a 86.60 Z -LDET- STA 10+00,00 PAST RE Pu n S � 40.00' RT. � TN� _ � •5 _ _ _ - � � 30.00' RT. �� �,� Z� i E rv@ F- m ,� --- --- E o \58.00' RT. `� i5 �_._� _� r- r +58.50 woobs E oo.00 J +61.87 3 � � 65.00' RL +70.00 cuss Ri w,P i � +60.00`' S �S� -��s� _�'S� � O m x Y� raucru e AY I�,cn 46.00' RT. 30.00' RT. � 17.50' � �� 40.00' RT. 30.00' RT. is � +60.00 30. ' fi: � o i EXIST. WW 52.00' RT. � � 41.00' RT. 5.00 jRT�\ 1� w �I +38.00 � +50.00 �' 5��� � 11.00 � � \ O � n EXIST. WW � 79.50' RT. R� R 93.50' RT. � � \�' � + 2 1. 1 2 0 ` � � � o y I �k�A rPc;r�oN 30. ` RT. /� � �, °' � o BEGIN -LDET- GRADE �-LDET- PT Sto. 13+67.29 �eosrezrae-a9Psv3 TON z � +00.00 30.00' RT. •� o� 0 *� SEE DETAIL C +60.79 45.00' RT. y � , STA 11+23.67 � o + Q � O E� 6C�7e2a� (� RIP RAP AT EMBANKMENT � 3�.��' RT. -�5.00 11.00 �W �� CLA55 I RIP RAP=3 TON Ol 7$.SO' RT. � � � (� GEOTE%TILE=10 SY � w �. �JZ.00� RT. N � � � Q�.. SEE DETAIL D 1 V�. o O \ �.e t4�.�� �/1\m V y, • O I� � 40.00' RT. I I I V END -LDET- GRADE A* N DARRELL & TERRY ISLEY � N `" S T A I S+ 6 3. 3 7 �� � DB Bi5 PG 587 � I I-� EL 688,65' o 1 1 n 3 ° END TIP PROJECT B-480 � -L- STA. 17 + 60.00 - O CUNNINGHAM MiLL. LLC DB i220 PG IS SEE SHEET 6 FOR PROFILE VIEW : I � � _I_�LL L - - � JJ �'�_L_� i � i I � : i �. . �'�� I . J ...�� � - ; ...� :_� � � i i �'- �. i .- I ...� LI . �''�, li : �. 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