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Home My WebLink About20140187 Ver 1_Application_20140225`�"`� � � �� STATE OF NORTH CAROLINA DEPARTMENT OF 1`RANSPORTATION PAT MCCRORY GOVERNOR February 25, 2014 Mr. Steve Kichefski US Army Corp of Engineers Asheville Regalatory Field Office 151 Patton Avenue, Room 208 Asheville, N. C. 28801-5006 ANTAONY7.TATA SECRETARY SUBJECT: Bridge Replacement (Bridge #ll 6), SR ll29 (Beam Lumber Road), Little Indian Creek (WS-II HQW), Lincoln CounTy Dear Mr. Kichefski: The North Carolina Department of Transportation proposes to replace Bridge #116, which washed out during the storm event of 7/27/13, with a 30 ft wide, 85-foot long box beam concrete bridge. Seventy feet of temporary impacts will be necessary for abutment consh-uction. Seventy feet of riprap will be utilized (in the same area as the temporary impacts) under the bridge for stabilization. A cultural resources review is currently being conducted. (Project Tracking No; 14-01-0007). No azchaelogical survey required. In correspondence daYed January 14, 2014, an historic architecture survey was required due to the washed ouT bridge being located between 2 identified historic sites: the Beam Family House (LN 83) and Beam Lumber Company (LN 82); however, the limits of the bridge replacement project will not directly impact either historic site. This document is pending. This office has conducted a GIS and field survey for threatened and endangered species. The federally lisYed species for Lmcoln County (USFWS listed dated September 22, 2010) include Michaux's sumac (Rhus michazcrir) and the dwarf-flowered heartleaf (Hexastylis naniflora). National Heritage Program records docuxnent the nearest Michaux's Sumac location approximately 28 miles southeast of the proposed project azea. There are no known sites of Michaux's sumac in Lincoln County. The sumac is typically found in sandy or rocky, open woods aud appears to survive best in areas with some disturbance, such as artificially or naturally maintained clearings. There is no suitable habitaY within the proposed project area and no species were observed. No impact on this species is anticipated. National Heritage Program records document the nearest dwarf-flowered heartleaf locaTion approximately 2.0 miles northeasT of the proposed project area. The heartleaf is usually found on dry to moist ravine slopes (usually north facing and of Yhe oak-hickory-pine foresttype) and in boggy areas near springheads. There is some suitable habitat located adjacent to the proposed project area SR ll29 (Beam Lumber Road) Page 2 February 25, 2014 and one variety of heartleaf species plant was observed. The site is not within the project limits and suitable measures will be taken (orange fencing) To delineate the site to prevent unintentional impacts. No impact on this species is anticipated. The project area is not located within'/z mile of any criYical watershed area nor is SR 1129 a rural or urban arterial; therefore, hazardous spill basins are not required. Enclosed is the hazardous spill basin checklist. I have enclosed a pre-construction notification for a Nationwide #3, sketch of planned acYivities, photos and a location map relative to the project. Project information for the 401 Automated Payment Procedure is as follows: • Work order number: 15045�-55120005-12B. 205512-3372 • TIP#: NA • Project Category: $240.00 Fee If you have any quesrions or concerns please feel free to contact me at (704) 480-9044. Thank you for your Yime and consideration on this matter. Respectfully yours, R Chandler, P.E. Acting Division Engineer Twelfth Division BY: �/„ , � /� �%� l '� Trish Beam Division 12 Environmental Supervisor Enclosures O� � W A��QG Ok �T uP Office Use Only: Corps adion ID no. DWQ project no. Farm Version 1.3 Dec 10 2008 Pre-Construction Notification PC Form A. A licant Informafion 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1 d. 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 1e. 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? Certifcation: ❑ 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: Bridge Replacement (Bridge #116), SR 1129, Beam Lumber Road (Bridge washed out during flood of July 2013) 2b. County: Lincoln 2c. Nearest municipality / town: Vale 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NCDOT Right of Way 3b. Deed Book and Page No. 3c. Responsible Party (for LLC i f applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 ot 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: Reuben Chandler (Acting Division Engineer) 4c. Busines s name N.C. Department of Transportation, Division 12 (if applicable): 4d. Street address: 1710 East Marion Street 4e. City, state, zip: Shelby, NC 28151 4f. Telephone no.: 704-480-9020 4g. Fax no.: 704-480-5401 4h. Email address: rchandler@ncdot.gov 5. Agent/Consultant Information (if applicable) Sa. Name: Trish Beam 5b. Business name N.C. Department of Transportation, Division 12 (if applicable): 5c. Street address: 1710 East Marion Street 5d. City, state, zip: Shelby, NC 28151 Se. Telephone no.: 704-480-9044 5f. Fax no.: 704-480-5401 Sg. Email address: pdbeam@ncdot.gov Page 2 of 11 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): NA 1 b. Site coordinates (in decimal degrees): Latitude: 35.5144 Longitude: - 81.4117 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: <.10 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Little Indian Creek propased project: 2b. Water Quality Classification of nearest receiving water: WS-II; HQW 2c. River basin: Catawba 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: Washed out bridge on paved secondary road. Landuse is residential. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 150 3d. Explain the purpose of the proposed project: The purpose of the proposed work is to replace a bridge that washed out during the storm event of 7/27/13. 3e. Describe the overall project in detail, including the type of equipment to be used: NCDOT proposes to replace Bridge #116 which washed out during the storm event of 7/27/13 with an 85-foot box beam concrete bridge. Approximately 70 feet of riprap will be used for bank stabilization under the �ew bridge. The Project will be constructed using typical heavy equipment (trackhoe, backhoe, etc.). 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: Jurisdictional stream determinations made by the Division 12 DEO. 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. Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type ofjurisdiction number— Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T W1 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ WZ � P� T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 � P� T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ 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. 3 d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (� (�N�? other) (feet) feet) S1 � P 0 T Riprap under Little Indian Creek � PER � Corps ZQ 70 bridge ❑ INT � DWQ Temporary S2 ❑ P� T Causeways for Little Indian Creek � PER � Corps 20 70 Abutment ❑ INT � DWQ Construction S3 ❑ P 0 T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ SS ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacYs "70 3i. Comments: * Permanent impacts (in same area as temporary impacts) Page 5 of 11 PCN Form — Version 1.3 December 10. 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑POT 02 ❑POT 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. Sa. 5b. 5c. Sd. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 SF. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): Sj. 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 impacts require miti ation, then ou MUST fll out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number— Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora im act re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No 63 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifcally describe measures taken to avoid or minimize the proposed impacts in designing project. No instream bridge supports. Bridge drainage not discharge directly to stream. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. 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, mitigarion is requixed by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigat ion option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 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. Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 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 Page 8 of 11 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: ❑ Yes ❑ No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? NA °/o 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Complies with NCDOT's individual NPDES permit NCS000250. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ❑ Certified Local Government 2e. Who will be responsible for the revlew of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Govemment Stormwater Review 3a. In which local governmenYs jurisdiction is this project? NA ❑ 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 5. DWQ 401 Unit Stormwater Review Sa. Does the Stormwater Management Plan meet the appropriate requirements? ❑ yes ❑ No Sb. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Informatio� 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes° to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes � No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 a If you answered "yes" to the above, has the document review been f nalized 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 � 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. The project is classified as a minimum critieria project which has low potential for cumulative/indirect impacts and will not result in additional development which could impact water quality. 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. No wastewater generated from the project. Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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? Sb. Have you checked with the USFWS concerning Endangered Species Act � Yes � No impacts? ❑ Raleigh 5c. If yes, ind icate 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 database and on site surveys. 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? No salt marshes, oyster reefs, or seagrass beds in the vicinity of the project. 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? Cultural resources have been reviewed. (Project Tracking No; 14-01-0007). No archaelogical survey required. In correspondence dated January 14, 2014, an historic architecture survey was required due to the washed out bridge being located between 2 identified historic sites: the Beam Family House (LN 83) and Beam Lumber Company (LN 82). The limits of the bridge replacement project will not directly impact either historic site. 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: Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA FIRM panel number: 3710268400E R. c��-�dl�� ,�� s� C,q�� D;r.f�.r�,�,e) ApplicanUAgent s Printed Name ApplicanUAgent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is rovided.) Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version -� ,_ - � t, �_ � -, � � � �. � � � 7 ,:k' i _- � r .� , �_. , � s �� r„ r � �?.. ; �. _- < , . ;.� _ _ , � , - �� _ � , . � � �; �� ✓ � ,,. , _ � � , :� "\ \ ti� � ` � ;. , � ; � . , . _ ,, � , ,. .� ... :X\�. . �� - �-�o �s -- .;� � � i-. , „ •, . . .' , , _� . _ .;� , _ ....,, _ � .. � r � � /-�. _ � '� - = �. , , _ :.. /�, _ � . . i-,, t l � �� , ' ,� - t� ; .. i ; T� `a � /(' �\ j� . \� . � \ . � � j` :/�7 �?'�. i •AA^ . 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" ,,.r� - '. �.� \l`\`. � ;` , J t) � i �'\ �'k Y�` it�: .,�-�. � �� .�� t �� n * : !'L �+ c F ^��,: � � �`\ ("' t� °..- ,r, �--y - . - �u � �� , � � y � � , � , �\ '�n , ,. � � �"� -� � - , ° 4 `, �i. �_ `�, � , � � , �� , ib;'�' t�: �,'(�' � ;i � 9n�« � , , � � ��' � , ' . � � u� � r � � ' � f �,��' ��,,� � � ` �,� t � � � � �� 1 ' F � , a , �� . ' ' � I �� `' ��/ �\. ,M ,r ; � �� ,. � . i , � 1 � � � � t -,� r , � �r � , - ; \`'� . q ��'�°2 � � �- ( , '�: � � - %- G�%„ � �' � ! `\' � ,, � ��.—' ., .,�.,. )- �� ,i�/, /; "''� �; � , �,, � . i� � �' �i; � A ` 1 �� y 7°W {..,:1�fi �`'��.1� �Si �l:r--:�. / � � .,, `�. , . Name: BANOAK Location: 035° 31' 38.53" N 081 ° 24' 40.80" W Date: 2/25/2014 Caption: Bridge #116, Beam Lumber Road (SR 1129), Little Indian Creek, Scale: 1 inch equals 2000 feet WSII (HQW), Catawba River Basin U�=- h:� . � � N� LA. L � �C C � J � (0 N m � � r � � � .L m �y w ��'...,',.N N � � 0 N O �� —w °ss � 'r OO m � 2 �cror �p I4 a�d ^ U�p ^qy O OO z w _ �€ _ w g � aa� �LL N � ' E € � � ii - y � E �' i � ' � 3 � u v a s �+j A � I � ,�. � � E F� 9 0 `�' 9 " u ° _ u �n d V E V' m � � � _ m o � � y I � �� NCDOT IIAZARDOUS SPILL BASIN CHECKLIST Division: �� County: T.�n��1n project ID_ River Basin: Catawba Bridge No: 116 Route: SR 1129, Beam Lumber Rd Stream: Little Indian Creek (WS-II, HQW� Water Ouality Criteria: Yes No Stream Crossing Blue Line On USGS -�i - ORW '� r WSI - �+ WS II,III OR IV, Crossing Within O.Smi of W.S. Critical Area i �� Roadwav Criteria: Route Designation- Additional Site Information: Yes No Arterial Urban � ��' Arterial Rural - �� Is a Hazardous Spill Basin Required? Yes No jJ Criteria Based Upon NCDOT "Best Management Practices for the Protection of Surface Waters" (March, 1997). PraJect 7Yaclang No.:74-0]-0007 � -14=01-0007 j �o �� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ��' �, �� e' This form only pertains to ARCHAEOLOGICAI. RESOURCES for this project. It is not '`:' �;� ��g valid Por Historic Architecture and Landscapes. You must consalt separately with the � y� p 'z", �,?�% Historic Architecture and Landscapes Group. s�" ``�.,,P)�'(�;�r� PROJECT INFORMATION ProjectNo: WBS iti'o: 1��►1A Federad Pernnt Aequired? DF14212.2055013 County: Document Lincoln MCC Funding: ❑ State � Fedexal � Yes ❑� No PermetTyj�e: NWP 3 PmjectDescr[p/ion: NCDOT intends to xeplace Bxidge No. 116 on SR 1129, Beam Lumbex Road, ovex L.ittle Indian Cxeek, which was destroyed by sevexe flooding in JuLy 2013. The pxoposed azea of potenual effects (APE) encompasses an area that extends 50 feet (15.24 metess) and 200 feet (60.96 metezs) &om eithex end o£ the pxevious bridge. This axea is esrimated at more than .92 acxe (moxe than 37 hectaze). Division 12 has requested funding fxom the Fedexal Emexgenry Management Agency (FEMA), but no pxoject ox funding numbex was ptovided with xhe tequest. SiJMMARY OF CULTURAL RESOURCES REVIEW Bnefdescnption oftevremaclirides, results ofreviem, and conclusions: A xeview of the site maps and files azchived at the North Caxolina Office of State t�chaeology was conducted on January 13, 2014, NCDOT axchaeologist, Brian Overton. No pxe�iously idenrified axchaeological xeso�ces aze located within the APE. It should be noted however, that few �chaeological surveys have been conducted in the area also. Addirionally, the historic Beam Family House (LN 83) and the Beam Lumbex Company (LN 82) properties are in the viciniry. Nevertheless, no futthu atchaeological invesrigations aze requ�ed fox the pxoject as c�zently pxoposed. BriefEsplanation ofmhp the available informauon provides a te&able basis fotreasoaablp j�teddcting that tLere are no unidentlfted lu'storlc propertzes in tbe APE: Based on the pxelimivary plans pxovided, it appeazs that earth-dist�bing acrivities outside esisting ROW will be limited lazgely to temporaxy easements fox erosion control meas�es during construcuon. Such aYeas tend towaxds chazacterisrics (slope, dxainage, etc.) that axe not likely to possess archaeological deposits. While the floodplain suteounding the confluence of Indian Cxeek and Litde Indian Cxeek looks like an azea with potenual far azchaeological xeso�ces the bridge on Beam Lumbex Road cxosses its uibutuy closex to the foot of ov�looking ridgetoes. The fact that this pxoject pxoposes to xeplace a bridge that was desrtoyed by flooding from heavy xains stiggests that the bxidge location may not be the kind of area likely far long-tenn occuparion ox the presetvation of evidence far shomteun occupations. Should the pxoject expand furthex tow�ds the floodplain, additional investigations may be xequued. SUPPORT DOCUMENTATION See attached: � Map(s) ❑ Previous Suroey Info ❑ Photos ❑Coaespondence � Othex: NRCS web soIl suxveyinformation (htm:; !websoilsurve}•.nres.usda.gov/aoo/), pxeliminary plans FINDING BY NCDOT ARCHAEOLOGIST NO AACHAEOLOGY SUAVEY AE�TnASD Shane C. Petexsen NCDOT ARCHAEOLOGIST II January 23, 2014 "Na AACFiAE'OLOOY SORVXY f2EQO1128D"form for MinorTrandporraiion Frojacrs os �Jualhed in t7ve 20G7 P�ogrammatic Agreement 1 of3 � 0 0 0 a a z � c =4 u 6 O 4 0 a v � � '� Y � � W �. � � � � 0 w a. � � � x � V G � � ❑ .. u � �l si � 0 b O �i N � '� � � v LQ c N � � � G O V' � O z � -o W w O � a ro �'o 0 0 � a � .. v � s � � Q a � 5 -0 i � % � Q oi "o i c p rM co Q N h °c � ti F `; O `�i j a o. j � � >. 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J 6 G�(/J "O H N U � Z L N N U O N N Oyw y�N�'J Q r0 3 � L� E U--- mmdoo, ❑ °N o r 3�16c t N y Sl C O. L �J (n Z V �p O. C� H d U U p � �l O N� N � L�' � d i � tC a"O m � 3 � t° �£ o� y � co m o m'_ "'> ° ma� °1o.-°�v E o U� " r ��a � K L � N� � o'° ° n � o v � � a m � u m 3_�on`o �o.o $� a y �°vE � a � .�„ � �° y n � c°�+ m y j> v 3 r�� y � Z K � d Q � � w'- m d o rv o�`m Y T d � L 0� N � N N� N N O�m N C � ma rnm m oc a�tn �.U�`°10` '-'m �� m E aamo >`� �in v E C � �c �� mm � `v ��wa � N O O C O O N y'.�j �O y � Q O. � N L"O �� N N U N a � V C i� d� = T �� N �� d � � � � O 6 N mm o90 6°��du g� -i � v'- wEmE v d O� O A O N d � L N O J O � O L O a E m� U � n'o 3 � F s. tn tn al `o ❑ c� F- u E`o N � A r `o v U 3 � �y L � V) y "O = N u� p U O. T J 6 � y O aN O ¢ N in °' 'm E '° o K �° a _o " Z, N .`w �v v m � K ,`a m �? o m v � I4 N i 3 � fn �. N O K j � j Q � � 9 C a � R �,. `v° � LL o 0 n +}� q$ p yl `� C ♦ 0.. 4. t Y N - � 3 � m 0 Q v `v ¢ `o �. � m ¢ `v t m Q v n T y c � ry N o°. � a° " E 3 ,a`i 9 � .• ._ m v o m � a o > j > ; .. w° �, y 3 w � °v � u o'o T °' o n a n�' a o ❑ a a. o `o d `m i0 v� �n v N ° � � � u o o N v v v - LL `o = c O y a m o `o N 3 >. > > `v m " c m v � � a� y m � �o �o �o � o o m o @ '° � J `m o �m m o�i � ° °a v� (n w �o m m � � Cv c� � � � � a tt v� w v� !n w m a m . " � � � � �G . � ,�..°` "� �? � � ;� .�" 5 3 � �s' +�, �j w � � � n o H N �� 00 N N N � Ol �a T w 2 h � O � N � j N y _ q O � � 6 � O � U 0 Z a u m � u d � N O � y� O K � � d � N C N O 2 U �� Soil Ma�r-Lincoln County, North Carolina Map Unit Legend ��n� CeB2 ChA PaD PeC2 RvA Tafals for Area of Interest Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded '�. Chewacla loam, 0 to 2 percent '�� slopes, frequently flooded Pacolet sandy loam, 15 to 25 percent slopes Pacolet sandy clay loam, 8 to 15 percent slopes, moderatety eraded Rrverview loam, 0 to 2 percent slopes, occasionally flooded ', Bridge No. 116 on SR 1129 over Little Indian Creek 0.1 4.5 2.1 . _ ...... ...___ 3.0 �'�.. 0.5 10.3 0.7 % 44.1 % 20.7 % ..__- 29.4%'. 5.0 % 100.0% iSDn Natural Resources Web Soil Survey 1/21/2014 y'� Conservation Service National Cooperative Soil Survey Page 3 of 3 � � ,. � Pr�edTrarA'ingNo. (Irntemal Use) 14-01-0007 HISTORIC ARCHICTECTURE AND LANDSCAPES This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: County: Lincoln WBSNo.: 12B.205512 Document MCC Ty e: Fed. Aid No: Funding: � State ❑ Federal Federal � Yes ❑ No PermiL NWP 3 Permit s : Type(s): Proiect Descrintion: �Replace Bridge No 116 on ST 1129 (Beam Lumber Rd) over Little Indian Cxeek. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES Description of review activities, results, anr[ concLusions: On January 14, 2014 a search ofNC HPOWEB GIS Service the bridge is located in between two identified historic sites: the Beam Family House (LN 83) and Beam Lumber Company (LN 82). An architectural historian will have to conduct a site visit to determine if further investigation in required. SUPPORT DOCUMENTATION �Map(s) �Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL ffiSTORIAN Historic Architecture and Landscapes -- Shelby Reap NCDOT Architectural Historian Anticinatet[ Pie[tLwork Comnletion Date: June 14, 2014 January 14,2014 Date HlsimicArchirecture ondLandsenpes SUkVEYREQUI1iG/U jorm jorMinorT'ranspormtfonYrajects os Qealifiedin �he2009Progrommaric A,peemen� Page 1 of3 Htsrorlc Archhec[ure ond Landscopes SORVLY 2EOUIItEDjorm forMlnorTranspo�mfinn Projecrs as Qva(IJiedln the IOO�Yrogrammotic Agrvvmenr. Page 2 of 3 Beam Family House (LN 83) Beam Lumber Company (LN 82) HismrlcArchlrectw�eandl dvcapesSUR�Y�OUIRIiDfarmfrMnrTranspormnonProjectvqsQua]�edlnihe3009YrogrammaticAgreemem. Page 3 of 3 DHV D T V = = = = = = % % MPH ADT ADT INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS FUNC CLASS = 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN 0 9 / 0 8 / 9 9 0 00 See Sheet 1-A For Index of Sheets 8 / 2 0 / 2 0 13 . . . \ P r o j \ L i n c o l n 116 _ R D Y _ T S H 2 : 14 : 0 6 P M 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : D E P A R T MEN T O F TRA N S PORTA T I O N S T A TEOFNORT H CAR O LI N A H HDR Engineering, Inc. of the Carolinas 3733 National Drive, Suite 207 Raleigh, N.C. 27612 N.C.B.E.L.S. License Number: F-0116 DIVISION ENGINEER JAMES R. RICE, P.E. DOMINIC M. WAINWRIGHT, P.E. MICHAEL L. HOLDERSUBREGIONAL TIER 2010 6 % 50 1002550 50 20 50 100 10 5 10 20 (NOT TO SCALE) VICINITY MAP LOCATION SKETCH DETOUR ROUTE AND PAVEMENT MARKINGS 2025 F - - - 370 LOCAL RURAL LINCOLN COUNTY J o h n B e a m R d Tower Rd. C e d a r G ro v e C h u rc h R d . 11281127 1129 1130 1129 1127 C at S q u a r e R d LOCATION PROJECT 1147 Lackey Rd 1138 Beam Lumber Rd 1002 Chapel Unity Ch Grove Cedar Little Indian Creek I n d i a n C r e e k I n d i a n C r e e k DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA TYPE OF WORK: 27 S T A T E P R O J E C T : TO NC 27 TO SR 1128 -L- STA. 14+46.36 BEGIN BRIDGE -L- STA. 15+33.63 END BRIDGE LOCATION: GRADING, DRAINAGE, PAVING, STRUCTURES, Bill Ledford Rd SR 1129 BEAM LUMBER RD. 12B.205512 1 2 B . 2 0 5 5 1 2 TOTAL LENGTH STATE PROJECT 12B.205512 = 0.102 MILES LENGTH STRUCTURES STATE PROJECT 12B.205512 = 0.017 MILES LENGTH ROADWAY STATE PROJECT 12B.205512 = 0.085 MILES -L- STA. 12+00.00 BEGIN STATE PROJECT 12B.205512 BEGIN CONSTRUCTION -L- STA. 17+37.00 END STATE PROJECT 12B.205512 END CONSTRUCTION 35 N S R S 2 0 1 1 N A D 8 3 / 12B.205512 P.E., R/W, CONSTR. LITTLE INDIAN CREEK LITTLE INDIAN CREEK CREEK BETWEEN NC 27 AND SR 1128 BRIDGE NO. 116 ON SR 1129 OVER LITTLE INDIAN 740 ENGINEER SHEET NO.PROJECT REFERENCE NO. 1-A 8 / 2 0 / 2 0 13 . . . \ P r o j \ L i n c o l n 1 1 6 _ R D Y _ T S H 2 : 3 8 : 0 0 P M 8 / 1 7 / 9 9 ROADWAY DESIGN DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 876.02 Guide for Rip Rap at Pipe Outlets 862.03 Structure Anchor Units 862.02 Guardrail Installation 862.01 Guardrail Placement 848.02 Driveway Turnout - Radius Type 846.04 Drop Inlet Installation in Shoulder Berm Gutter 840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates 840.29 Frames and Narrow Slot Flat Grates 840.25 Anchorage for Frames - Brick or Concrete or Precast DIVISION 8 - INCIDENTALS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 5 - SUBGRADE, BASES AND SHOULDERS 422.11 Reinforced Bridge Approach Fills - Sub Regional Tier DIVISION 4 - MAJOR STRUCTURES 310.10 Driveway Pipe Construction 300.01 Method of Pipe Installation DIVISION 3 - PIPE CULVERTS 225.04 Method of Obtaining Superelevation - Two Lane Pavement 225.02 Guide for Grading Subgrade - Secondary and Local 200.02 Method of Clearing - Method II DIVISION 2 - EARTHWORK STD.NO. TITLE and by reference hereby are considered a part of these plans: N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - 2012 ROADWAY ENGLISH STANDARD DRAWINGS 12B.205512 ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. RIGHT-OF-WAY MARKERS: ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. UTILITY OWNER ON THIS PROJECT IS SOUTHERN BELL. UTILITIES: APPROACHING A BRIDGE. SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS- END BENTS: WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING GUARDRAIL: WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. USING 10' RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02 DRIVEWAYS: INVOLVED. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SIDE ROADS: SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01. ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SHOULDER CONSTRUCTION: SECTIONS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. SUPERELEVATION: METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY CLEARING: ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED GRADING AND SURFACING: GRADE LINE: REVISED: 11/01/11 EFFECTIVE: 01-17-12 GENERAL NOTES: 2012 SPECIFICATIONS STRUCTURE STANDARD NOTES S-1 THRU S-16 STRUCTURE PLANS X-1 THRU X-13 CROSS-SECTIONS EC-1 THRU EC-3 EROSION CONTROL PLANS 4 PLAN AND PROFILE SHEET QUANTITIES, SUMMARY OF GUARDRAIL 3 RIGHT-OF-WAY AREA DATA, SUMMARY OF DRAINAGE 2-A TYPE III SHOP CURVED ANCHOR UNIT DETAIL 2 PAVEMENT SCHEDULE AND TYPICAL SECTIONS 1-B CONVENTIONAL SYMBOLS STANDARD DRAWINGS 1-A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF 1 TITLE SHEET SHEET NUMBER SHEET INDEX OF SHEETS Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Equality Symbol Pavement Removal Baseline Control Point RIGHT OF WAY: Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access Proposed Control of Access Proposed Right of Way Line C F Existing Easement Line Proposed Temporary Construction Easement Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Utility Easement HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Booth Telephone Pedestal U/G Telephone Cable Hand Hole R } T p Q l e ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower Recorded U/G Power Line Recorded U/G Telephone Cable Designated U/G Telephone Cable (S.U.E.*) Recorded U/G Telephone Conduit Designated U/G Telephone Conduit (S.U.E.*) Recorded U/G Fiber Optics Cable WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line 4 I H a TV: TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*) r | I ] GAS: Gas Valve Gas Meter Recorded U/G Gas Line n c SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ? CONC CONC WW v v Drainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW Designated U/G Power Line (S.U.E.*) Designated U/G Fiber Optics Cable (S.U.E.*) Designated U/G Water Line (S.U.E.*) Designated U/G TV Cable (S.U.E.*) Designated U/G Gas Line (S.U.E.*) U/G Test Hole (S.U.E.*) *S.U.E. = Subsurface Utility Engineering WLB EIP B ECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. Note: Not to Scale SHEET NO.PROJECT REFERENCE NO. 1-B Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS 0 4 / 1 6 / 1 1 Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland Proposed Permanent Easement with Iron Pin and Cap Marker Proposed Temporary Utility Easement TUE Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite Marker Proposed Right of Way Line with DUEProposed Permanent Drainage / Utility Easement AUEProposed Aerial Utility Easement CRProposed Curb Ramp CCFRCurb Cut Future Ramp STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS Known Soil Contamination: Boundary or Site Potential Soil Contamination: Boundary or Site Underground Storage Tank, Approx. Loc. Geoenvironmental Boring UST 12B.205512 R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 8 / 2 0 / 2 0 13 . . . \ P r o j \ L i n c o l n 1 1 6 _ R D Y _ T Y P 2 : 3 8 : 1 2 P M 8 / 1 7 / 9 9 2 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSC2 PAVEMENT SCHEDULE C1 E1 T PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN NOT TO EXCEED 2.0" IN DEPTH. AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS RATE OF 456 Lbs PER SQUARE YARD. PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE D1 AN AVERAGE RATE OF 285 Lbs PER SQUARE YARD. PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT C3 RATE OF 168 Lbs PER SQUARE YARD IN EACH OF TWO LAYERS. PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE H HDR Engineering, Inc. of the Carolinas 3733 National Drive, Suite 207 Raleigh, N.C. 27612 N.C.B.E.L.S. License Number: F-0116 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION CL GRADE POINT 10'10' 3' 0.02 0.020.08 GRADE TO THIS LINE D1 T C1 D1 T C1 -L- 0.08 2: 1 M A X 8' VA R SEE X- SECTI O N S 4:1 2:1 MAX 2: 1 M A X 0.08 TRAVEL LANE TRAVEL LANE E D G E O F T R A V E L LA N E 0.02 D1 T C1 E1 E1 RATE OF 168 Lbs PER SQUARE YARD. PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE V 8" INCIDENTAL STONE BASE EARTH MATERIAL 9.5" LINE TO STATION FROM STATION -L- -L- TYPICAL SECTION NO. 1 12+00.00 17+37.00 14+46.36 15+33.63 LINE TO STATION FROM STATION -L- TYPICAL SECTION NO. 2 14+46.36 15+33.63 0.02 GRADE POINTC2 13'-11"13'-11" 15'-0"15'-0" 4'-10"10'-0"10'-0"3'-0" TRAVEL LANE TRAVEL LANE BOX BEAM BRIDGE 3'3' SHLDR SHLDR -L-CL CLBRIDGE 0.02 6' 3' FDPS 12B.205512 3' 2:1 MAX 0.08 E D G E O F T R A V E L LA N E 0.02 D1 T C1 E1 FDPS 4'-10" 7'-10" ** * NOTE: SHOULDER WIDTH VARIES FROM -L- STA. 14+46.36 TO 14+52.75. E1 6 / 2 1 / 0 0 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA AREA AREA AREA REMAINING REMAINING RT.LT. EASE. CONST. PERM. DRAIN. EASE. TEMP. DRAIN. EASE. TOTAL ACREAGE TAKEN PROPERTY OWNERS NAMES NO. RIGHT OF WAY AREA DATA PARCEL COMPUTED BY: CHECKED BY:DATE: DATE:SHEET NO.PROJECT REFERENCE NO. 8 / 2 0 / 2 0 13 . . . \ P r o j \ L i n c o l n 1 1 6 _ R D Y _ S U M 2 : 1 4 : 4 1 P M *NOTE: ALL AREAS ARE IN ACRES 3 PERM. EASE. UTILITY GUARDRAIL SUMMARY "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. LENGTH SHOP CURVED DOUBLE FACED WARRANT POINT APPROACH END TRAILING END DIST. FROM E.O.L. TOTAL SHOUL. WIDTH FLARE LENGTH APPROACH TRAILING APPROACH TRAILING END END END END W ANCHORS REMARKS "N" STRAIGHT SURVEY LINE BEG. STA.END STA.LOCATION XI MOD XI GRAU 350 M-350 XIII VI MOD CAT-1 AT-1 TYPE 350 ATTENUATOR IMPACT GUARDRAIL FACED SINGLE GUARDRAIL EXISTING REMOVE GUARDRAIL EXISTING STOCKPILE AND REMOVE EA G NG G = GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 -L- -L- -L- -L- III TYPE 1RT LT 1 1 RT LT 1 1 1 TOTAL SUBTOTAL TYPE III @ 18.75' X4 -100 2 4 18.75 GRAU 350 @ 50'X2 D . I. S T D . 8 4 0 . 1 4 O R S T D . 8 4 0 . 15 G . D . I. T Y P E " A " S T D . 8 4 0 . 1 7 O R 8 4 0 . 2 6 G . D . I. T YP E " B " S T D . 8 4 0 . 1 8 O R 8 4 0 . 2 7 G . D . I . TY P E " D " S T D . 8 4 0 . 19 O R 8 4 0 . 2 8 J . B . S T D . 8 4 0 . 3 1 O R 8 4 0 . 3 2 G . D . I . F R A M E W ITH G R A T E S T D . 8 4 0 . 2 2 G . D . I . F R A M E W ITH T W O G R A T E S S TD . 8 4 0 . 2 2 G . D . I. (N . S . ) F R A M E W IT H G R A T E S T D . 8 4 0 . 2 4 G . D . I . ( N . S . ) F R A M E W ITH T W O G R A T E S S TD . 8 4 0 . 2 4 D . I. F R A M E & G R A TE S TD . 8 4 0 . 16 C O R R . S T E E L E LB O W S N O . & S IZ E P IP E R E M O V A L LIN . F T . C O N C . C O LLA R S C L. " B " C . Y . S TD 8 4 0 . 7 2 C O N C . & B R IC K P IP E P LU G , C . Y . S TD . 8 4 0 . 7 1 LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER) SIZE A B Q U A N T IT I E S F O R D R A IN A G E S T R U C TU R E S ENDWALLS STATION S T R U C TU RE N O . R . C . P . C . S . P . . 10 9 . 0 7 9 . 10 9 . 0 6 4 . 0 6 4 . 0 6 4 . 0 6 4 . 0 7 9 P E R E A C H ( 0 ' TH R U 5 . 0 ' ) 5 . 0 ' TH R U 1 0 . 0 ' 1 0 . 0 ' A N D A B O V E * TO TA L L. F . F O R P A Y Q U A N T IT Y S H A LL B E C O L. ' A ' + ( 1 . 3 X C O L. ' B ' ) F R O M TO TYPE OF GRATE FE GC . B . S T D . 8 4 0 . 0 1 O R S TD . 8 4 0 . 0 2 ABBREVIATIONS LO C A TIO N ( LT , R T, O R C L) REMARKS 12"15"18"24"30"36"42"48"12"15"18"24"30"36"42"48" STANDARD 840.03 AND HOOD FRAME, GRATES 1 8 " S ID E D RA IN P IP E CU. YDS. 15 " S ID E D R A I N P IP E 2 4 " S ID E D R A I N P IP E OR GAUGE THICKNESS *FT. LIN. T O P E LE V A T I O N IN V E R T E LE V A TIO N IN V E R T E LE V A T I O N S LO P E C R ITIC A L OTHERWISE) NOTED (UNLESS STD. 838.80 OR STD. 838.11 STD. 838.01, C.B. N.D.I. D.I. J.B. M.H. CATCH BASIN NARROW DROP INLET DROP INLET JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLETT.B.D.I. T.B.J.B.TRAFFIC BEARING JUNCTION BOX G.D.I.GRATED DROP INLET G.D.I. (N.S.) (NARROW SLOT) GRATED DROP INLET 48"42"36"30"24"18"15"12" (UNLESS NOTED OTHRWISE) C.S. PIPE (UNLESS OTHERWISE NOTED) CLASS III R.C. PIPE NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". (UNLESS OTHERWISE NOTED) CLASS IV R.C. PIPE T. B . D . I. S T D . 8 4 0 . 3 5 G . D . I. ( N . S . ) F R A M E W I T H TW O G R A T E S S TD . 8 4 0 . 2 9 IN CUBIC YARDS WASTEBORROWUNDERCUTLOCATIONEXCAVATION UNCLASSIFIED EMBT+15% SUBTOTAL SUBTOTAL PROJECT TOTALS Removal of Existing Pavement will be paid for at the contract lump sum price for "Grading." Borrow, Fine Grading, Clearing and Grubbing, Breaking of Existing Pavement, and Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Shoulder SAY SUMMARY OF EARTHWORK 193.75 LOCATION PROJECT TOTALS SUMMARY OF PAVEMENT REMOVAL IN SQUARE YARDS REMOVAL ASPHALT BREAK UP ASHPALT REMOVAL CONCRETE BREAK UP CONCRETE -L- STA. 12+00.00 TO BRIDGE BRIDGE TO -L- STA. 17+37.00 1 3 2 4 -L- STA. 12+00.00 TO BRIDGE BRIDGE TO -L- STA. 17+37.00 AT-1 @ 6.25' X2 -12.5 2 14+24 14+48 13+77 14+46 15+33 16+12 15+33 16+26 14+46 PERM. DRAINAGE / EASE. UTILITY R E V IS I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 12B.205512 T.N. BEDENBAUGH AUGUST 2013 CARL A. & GLENDORA M. BEAM JOHN M. BEAM, JR & JOYCE M. BEAM JOHN B. GEER JOHN M. BEAM, JR & JOYCE M. BEAM 102.042 55.628 2.281 33.571 529 409 938 0.017 55.611 0.026 0.038 0.011 14+48 1 75 15+33 100 15+33 1 50 -56.25 -18.75 37.5 56.25 106.25 75 4.83 3 6 7.83 50 50 1.0 1.0 114 53 124 108 61 16 114 53 61 124 108 16 238 240 161 77 15+78 -L- 15+54 -L-LT 0402 885.07 04020401 0401LT 885.21 882.46 882.32 0402 0403 882.32 880.34 32 28 1 1 11 1 1 TBDI W/ NARROW SLOTS & FLAT GRATE TBDI W/ NARROW SLOTS & FLAT GRATE D.M. WAINWRIGHT AUGUST 2013 18" RCP T T SOIL NW1 SW1 SE1 NE1 SOIL LEGEND T TELEPHONE PEDESTAL OWNER SOUTHERN BELL UNDER GROUND TELEPHONE LINE OWNER SOUTHERN BELL 17.3' BST GPS2 GPS1 BL-3 BL-2 BL-1 SR 1129 BEAM LUMBER RD SR 1129BEAM LUMBER RD 6 0.0 0' 6 0 . 0 0' EXISTING R/W EXISTING R/W EX IST IN G R /W EX ISTIN G R /W TELEPHONE POLE OWNER SOUTHERN BELL DB 1777 PG 739 PB 11 PG 209 JOHN B. GEER DB 1774 PG 625 PB 11 PG 208 CARL A. & GLENDORA M. BEAM PB 11 PG 210 JOHN M. BEAM, Jr. & JOYCE M. BEAM DB 2141 PG 274, TRACT ONE JOHN M. BEAM, Jr. & JOYCE M. BEAM DB 2141 PG 274, TRACT TWO RR-SPIKE PB 15 PG 162, PARCEL 1 S 6 5° 18' 3 2" E 3 9 5. 2 6' 19.99' S 0 3 °5 3 ' 2 4 " W S 06°24'49" E 31.57' S 2 3 ° 5 4' 5 4 " E 6 1. 0 0' WOODS WOODS W O O D S WOODS WOODS WOODS WOODS WO O DS WOODS WOODS WOODS WOODS W O O D S S 15 °2 1'2 4 " W 5 6 .4 6 ' S 84°54'40" W 274.72'S 87°19'38" E 507.27' INV.=897.40' INV.=899.08'EXACT LOCATION UNKNOWNPOSSIBLE U/G TELEPHONE 18' BST BM-1 LITTLE INDIAN CREEK LITTLE INDIAN CREEK ******************************* ON WEST SIDE OF BRIDGE RR SPIKE SET IN 24" MAPLE BL STATION 8+66.01 18.88' LEFT N 648941.16 E 1281812.95 BM-1 ELEVATION = 883.53' ******************************* DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8 / 1 7 / 9 9 R E V I S I O N S P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o ln 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ P r o j \ L i n c o ln 1 1 6 _ R D Y _ P S H . d g n U S E R : t b e d e n b a D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ c o l o r _ e n g _ 5 0 . p lt P L O T D R I V E R : 2 : 3 8 : 4 8 P M T I M E : N C D O T _ p s h p f l . t b l 12B.205512 4 882.82E 1282266.68N 649220.20GPS2 = 882.99E 1281990.03N 649117.33GPS1 = 885.60E 1281893.51N 648926.35BL-3 = 895.98E 1281641.33N 648913.54BL-2 = 913.24E 1281493.42N 648789.23BL-1 = NAME NORTHING EASTING ELEVATION H HDR Engineering, Inc. of the Carolinas 3733 National Drive, Suite 207 Raleigh, N.C. 27612 N.C.B.E.L.S. License Number: F-0116 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 649117.3280(ft) EASTING: 1281990.0290(ft) ELEVATION: 882.99(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 (GROUND TO GRID) IS: 0.99984553 NCGS FOR MONUMENT 54-0116 GPS1 15 -L- PC Sta. 15+48.87 -L- PT Sta. 14+52.75 -L- PCC Sta. 13+91.60 0 1 0 2 0 0 03 0 3 0 2 -L- STA. 15+33.63 END BRIDGE TYPE-III AT-1 R=29' GUARDRAIL SHOP CURVE AT-1 R=31' GUARDRAIL SHOP CURVE -L- STA. 15+44.63 END APPROACH SLAB TYPE-III TYPE-III GRAU 350 TL-3 GRAU 350 TL -3 -L- STA. 14+46.36 BEGIN BRIDGE -L- STA. 14+35.15 BEGIN APPROACH SLAB 1 0 ' 10 ' 4 ' - 1 0 " LA N E LA N E 3 ' - 0 " 2 7 ' - 10 " F - F SKETCH SHOWING ROADWAY IN RELATION TO STRUCTURE 3 ' - 0 " 10 ' 10 ' 4 ' - 10 " LA N E LA N E 10'10' LAN E LA N E VAR.* VAR.* FD PS P .S . BERM GUTTER SHOULDER 37.5 L.F. + 8 6 +84 S 57° 08' 14.13" W 397.92' SPEED AND HORIZONTAL CURVATURE. DESIGN EXCEPTION FOR DESIGN NOTE: THIS PROJECT REQUIRES A BASE AND 1.5" S9.5B 8" INCIDENTAL STONE PAVE DRIVEWAY WITH 10' R 15' R FD PS TAPER SHOULDER WIDTH UNIFORMLY TO APPROACH SLAB WIDTH. * NOTE: BEGIN VARIABLE WIDTH FULL DEPTH PAVED SHOULDER AT -L- PC STA. 13+42.30. 940 930 920 910 900 890 880 870 860 54-0116 GPS1 TO -L- STA. 12+00.00 IS +0 9 + 2 9 R=31' SHOP CURVE TYPE III C3 V PI Sta 11+35.82 D L = 243.98' T = 135.82' R = 223.00' PIs Sta 12+62.34 F Ls = 55.00' LT = 36.70' ST = 18.36' PI Sta 13+67.26 D L = 49.30' T = 24.96' R = 127.00' PI Sta 14+24.78 D L = 61.15' T = 33.18' R = 63.50' PI Sta 16+30.68 D L = 154.51' T = 81.81' R = 190.00' PI Sta 18+27.77 D L = 248.39' T = 124.39' R = 1,800.00' 15 -L- PT Sta. 19+51.77 -L- PCC Sta. 17+03.38 -L- ST Sta. 12+98.98 -L- CS Sta. 12+43.98 -L- PC Sta. 10+00.00 -L- PC Sta. 13+42.30 -L- PC Sta. 15+48.87 -L- PT Sta. 14+52.75 -L- PCC Sta. 13+91.60 10'10' +70 1 0 ' 1 0 ' TYPE- III TYPE- III + 5 020' TYP.4' 20'11' TYP. AT-1 TYPE-III 01 02 E X 03 0 0 01 02 04 0 5 0 6 0 7 0 30 2 0 1 0 0 0 1 0 2 0 3 0 4 0 50 6E X C C F F F F F F F F F F C F C F C F F F F F C C 350 TL-3 + 26, G R A U 350 TL-3 + 12, G RA U -L- -L- -L- AT-1 03 02 + 09 +29 N A D 8 3 / N S R S 2 0 1 1 -L- STA. 17+37.00 END PROJECT 12B.205512 END CONSTRUCTION -L- STA. 12+00.00 BEGIN PROJECT 12B.205512 BEGIN CONSTRUCTION -L- STA. 15+33.63 END BRIDGE -L- STA. 14+46.36 BEGIN BRIDGE R=29' GUARDRAIL SHOP CURVE F F F TAPER TO EXISTING EXISTINGTAPER TO PI = 13+30.00 EL = 886.45' ( - ) 6. 9530%(-)0.4421% VC = 260' K = 40 V = 30 MPH (-)0.4421% LOW BEAM 3 .5 ' M I N . 860 870 880 890 900 910 920 930 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 940 90° SKEW 33" BOX BEAM 1 @ 85' 1.5: 1 SLOPE NORMAL TO CAP (TYP.) EL. 895.49 -L- STA. 12+00.00 BEGIN GRADE BEGIN CONSTRUCTION EL. 884.65 -L- STA. 17+37.00 END GRADE BEGIN CONSTRUCTION -L-ON WEST SIDE OF BRIDGE RR SPIKE SET IN 24" MAPLE ELEVATION = 883.53' -L- STA. 13+59.69 (41.69' LEFT) -BL- STA. 8+66.01 (18.88' LEFT) BM 1 C PROFILE EXISTING GRADE L PROPOSED GRADE DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 2510 = 25 = 882.8 = 3529 = 100 = 883.80 = 5912 = 500 + = 884.8 = 7/31/2013 = 874.0 PSH W/ FG TBDI SEE DETAIL 'A' SDG Flatter4:1 or Slope Ditch Front Natural Ground D Flatt er 2: 1 or ( Not to Scale) SPECIAL DITCH GRADE DETAIL A Min. D= 1 Ft. FROM STA. 15+35 -L- TO STA. 16+25 -L- LT 15" 0401 0402 0403 15" W/ FG TBDI AA W PLAN VIEW SECTION A-A (4'min typ.) Permanent Soil Reinforcement matting (PSRM) Seed with native grasses at installation. PREFORMED SCOUR HOLE *NOT TO SCALE B FI L L S L O P E 2:12: 1 PIPE (d = 15" OR 18") INFLOW 3/08 not shown for clarity) (Rip Rap in basin GROUND NATURAL Outlet Pipe or Ditch Scour Hole (PSH) Square Preformed WITH GEOTEXTILE LINER: CLASS 'B' RIPRAP D PSRM MIN. 1' TUCK W= 4.0' D= 1.0' B= 4.5' GROUND WITH NATURAL AND FLUSH INSTALL LEVEL 38' RT +60.00 35' RT +21.00 (EX. R/W) 30' RT +14.00 (EX. R/W) 29.88' RT +40.00 30' LT (EX. R/W) 39' LT & +56.00 30' LT (EX. R/W) 40' LT & +64.00 37' LT +09.00 30' LT (EX. R/W) 55' LT & +13.00 (EX. R/W) 30.26' RT +10.00 61' RT +20.00 30.31' RT (EX. R/W) 61' RT & +30.00 1 2 3 4 (EX. R/W) 30' LT +67.00 72' LT +49.00 32' RT +73.00 T RYAN F BROWN, E.I. CERTIFICATION NUMBER: 602 LEVEL III-A: DESIGNER OF EROSION AND SEDIMENT CONTROL PLANS. RYAN F BROWN, E.I. CERTIFICATION NUMBER: 602 LEVEL III-A: DESIGNER OF EROSION AND SEDIMENT CONTROL PLANS. TTTTPDEPDEEEEEEJSJSJSJSJSJSJSJSJSJSJSJSJSJS NATURAL GROUND NATURAL GROUND FLOW 2’(MAX.) CROSS SECTION CROSS SECTION TRAPEZOIDAL DITCH VEE DITCH EDGE OF PAVEMENT ISOMETRIC VIEW BACK SLOPE 2’ UPSLOPE STAKE MATTING 2’ DOWNSLOPE STAKE 2’ UPSLOPE STAKE MATTING 2’ DOWNSLOPE STAKE TOP VIEW 6’(MIN.) 12"(MIN.) UPSLOPE STAKE DOWNSLOPE STAKE MATTING MATTING See Inset C INSET C See Inset B INSET B STAPLES VAR. 2’(MIN.) 2 IN. See Inset A INSET A STAKES PAM PAM (1 OZ.) (1 OZ.) COIR FIBER WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. COIR FIBER WATTLE FLOW PAM (2 OZ.) PAM (1 OZ.) PAM (1 OZ.) 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 3 7 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 890 890 895 895 900 900 905 905 910 910 915 915 920 920 870 870 12+00.00 X-112B.205512 -L- 2.5 5 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 895.49 0.062 0.062 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 3 8 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 890 890 895 895 900 900 905 905 910 910 915 915 920 920 870 870 12+25.00 X-212B.205512 -L- 2.5 5 893.84 0.050 0.0504:1 892.14 3:1 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 3 9 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 890 890 895 895 900 900 905 905 910 910 915 915 920 920 870 870 12+50.00 X-312B.205512 -L- 2.5 5 892.36 0.037 0.0374:1 3.1:1 890.90 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 3 9 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 890 890 895 895 900 900 905 905 910 910 915 915 920 920 870 870 12+75.00 X-412B.205512 -L- 2.5 5 890.90 0.025 0.0254:1 3:1 889.72 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 4 0 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 890 890 895 895 900 900 905 905 910 910 915 915 920 920 870 870 13+00.00 X-512B.205512 -L- 2.5 5 889.54 0.012 0.0124:1 3:1 888.65 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 4 1 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 890 890 895 895 900 900 905 905 910 910 915 915 920 920 870 870 13+25.00 X-612B.205512 -L- 2.5 5 888.34 0.001 0.0014:1 3:1 887.89 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 4 2 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 890 890 895 895 900 900 905 905 910 910 915 915 920 920 870 870 13+50.00 X-712B.205512 -L- 2.5 5 887.58 0.013 0.013 4:1 4:1 887.16 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 4 3 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 890 890 895 895 900 900 905 905 870 870 13+75.00 875 875 880 880 885 885 890 890 895 895 900 900 905 905 870 870 13+79.66 X-812B.205512 -L- 2.5 5 886.93 0.026 0.026 4:1 4:1 886.51 886.83 0.028 0.028 0.028 0.028 4:1 2:1 886.49 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 4 4 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 890 890 895 895 870 870 14+00.00 875 875 880 880 885 885 890 890 14+15.00 875 875 880 880 885 885 14+25.00 880 880 885 885 875 875 14+38.00 X-912B.205512 -L- 2.5 5 886.33 0.030 0.030 0.030 0.030 4:1 4:1 885.91 0.027 0.027 0.027 0.027 4:1 DRIVEWAY GRADE 5% 885.66 0.022 0.022 0.022 0.022 4:1 4:1 885.41 0.020 0.020 0.020 0.020 2:1 4:1 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 4 5 P M T I M E : x p l _ e h _ v 8 . t b l 875 875 880 880 885 885 870 870 14+50.00 870 870 875 875 880 880 885 885 14+75.00 870 870 875 875 880 880 885 885 865 865 15+00.00 880 880 885 885 875 87515+25.00 X-1012B.205512 -L- 2.5 5 876.67 0.020 0.020 872.60 0.020 0.020 871.96 0.020 0.020 884.99 0.020 0.020 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 4 7 P M T I M E : x p l _ e h _ v 8 . t b l 880 880 885 885 875 875 15+35.00 885 885 880 88015+50.00 885 885 880 88015+75.00 885 885 880 88016+00.00 880 880 885 885 875 875 16+25.00 880 880 885 885 890 890 16+50.00 X-1112B.205512 -L- 2.5 5 885.05 0.020 0.020 0.020 0.020 2: 1 884.34 4:1 2: 1 884.96 0.018 0.018 0.018 0.018 2: 1 884.41 4:1 2: 1 885.01 0.006 0.006 0.006 0.006 2: 1 884.52 4:1 2: 1 884.99 0.007 0.007 0.007 0.007 2: 1 4:1 884.64 3:1 884.87 0.020 0.020 0.020 0.020 4:1 884.75 4:1 2: 1 884.86 0.032 0.032 0.032 4:1 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 2 3 : 4 8 P M T I M E : x p l _ e h _ v 8 . t b l 880 880 885 885 890 890 895 895 875 875 16+75.00 880 880 885 885 890 890 895 895 900 900 875 87517+00.00 880 880 885 885 890 890 895 895 900 900 875 87517+25.00 X-1212B.205512 -L- 2.5 5 884.85 0.045 0.0454:1 4:1 884.82 0.057 0.057 4:1 4:1 884.68 0.070 0.070 4:1 4:1 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 P E N T A B L E : F I L E : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ R o a d w a y \ X S C \ L i n c o l n 1 1 6 _ R D Y _ X P L . d g n U S E R : d w a i n w r i D A T E : 8 / 2 0 / 2 0 1 3 N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t P L O T D R I V E R : 2 : 3 8 : 0 7 P M T I M E : x p l _ e h _ v 8 . t b l 880 880 885 885 890 890 895 895 900 900 875 875 17+37.00 880 880 885 885 890 890 895 895 17+50.00 X-1312B.205512 -L- 2.5 5 884.65 0.076 0.076 884.61 RIP RAP DETAIL NOT TO SCALE GROUND LINE NORMAL TO CAP M I N . 1’-0’’ MIN. EARTH BERM 1’-7’’ MIN. BERM NORMAL TO CAP 3 ’ - 6 ’ ’ 2’ - 0 ’ ’ 1 ’ - 0 ’ ’ SLOPE 1 1/2 : 1 NOT TO SCALE RIP RAP DETAIL GEOTEXTILE FOR DRAINAGE T O N C 2 7 TO SR 1128 SECTION TAKEN AT RIGHT ANGLE TO -L- UNCLASSIFIED STRUCTURE EXCAVATION SECTION ALONG -L- N 18^00’00" E PLAN M. SELLS A. TEAGUE 08/13 PI = 13+30.00 EL = 886.45’ VC = 260’ K = 40 V = 30 MPH 15+00 16+00 BEGIN APPROACH SLAB STA. 14+35.15 -L- BEGIN FRONT SLOPE STA. 14+37.48 -L- W.P. #1 STA. 14+46.36 -L- FILL FACE @ END BENT 1 BEGIN FRONT SLOPE STA. 15+42.12 -L- END APPROACH SLAB STA. 15+44.63 -L- { -L- FILL FACE @ END BENT 2 { BRIDGE STA. 14+90.00 -L- 15+00 1’-0" MIN. EARTH BERM EL. 877.69 (NORMAL TO CAP) 1’-0" MIN. EARTH BERM EL. 878.07 (NORMAL TO CAP) 43’-7 1/2 " 43’-7 1/2 " S T A . 1 4 + 3 5 . 1 5 - L - S T A . 1 5 + 4 4 . 6 3 - L - PC STA. 15+48.87 -L- PT STA. 14+52.75 -L- 15+00 GRADE DATA -L- -0.4421% 910 900 890 880 870 860 PI STA. = 13+30.00 EL. = 886.45 VC = 260’ APPROXIMATE EXISTING GROUND LINE BEGIN FRONT SLOPE STA. 14+37.48 -L- G.P. EL. 886.04 FILL FACE @ END BENT 1 STA. 14+46.36 -L- G.P. EL. 885.96 1’-7" MIN. BERM (TYP.) (NORMAL TO CAP) (FIX.) 1’-0" (TYP.) CLASS II RIP RAP (TYP.) 1 1/2 :1 SLOPE (NORMAL TO CAP) (TYP.) GEOTEXTILE FOR DRAINAGE (TYP.) 2’-0" (TYP) (FIX.) BASE DISCHARGE (Q100) WATER SURFACE EL. 883.80 NORMAL WATER SURFACE EL. 874 | (07/31/13) BEGIN FRONT SLOPE STA. 15+42.12 -L- G.P. EL 885.51 PROPOSED GRADE 1’-0" MIN. EARTH BERM (NORMAL TO CAP) (TYP.) SPAN A END BENT 1 END BENT 2 S T A . 1 4 + 3 5 . 1 5 - L - -6.9530% HP 12X53 STEEL PILES (TYP.) ( T Y P . ) M I N . 3 ’ - 6 " FILL FACE @ END BENT 2 STA. 15+33.63 -L- G.P. EL. 885.55 EL. 885 | EL. 877 | EL. 875 | EL. 871 | EL. 874 | EL. 885 | EXISTING SUBSTRUCTURE DESIGN HIGH WATER SURFACE EL. 882.8 S T A . 1 5 + 4 4 . 6 3 - L - { WORKLINE 90^00’00" CLASS II RIP RAP (TYP.) L I T T L E I N D I A N C R E E K EXISTING SUBSTRUCTURE 87’-3" (FILL FACE @ END BENT 1 TO FILL FACE @ END BENT 2 ALONG WORKLINE) EXISTING SUBSTRUCTURE 1’-0" MIN. EARTH BERM EL. 877.37 (NORMAL TO CAP) 1’-0" MIN. EARTH BERM EL. 876.97 (NORMAL TO CAP) 14 + 0 0 EXISTING SUBSTRUCTURE 08/13 84^14’11" (TO TAN.) STA. 14+46.30 -L- OFFSET 0.59’ (LT.) STA. 14+35.55 -L- OFFSET 1.45’ (RT.) STA. 14+90.00 -L- OFFSET 0.92’ (LT.) EXISTING SUBSTRUCTURE LOCATION PRIOR TO WASHOUT EXISTING SUBSTRUCTURE LOCATION PRIOR TO WASHOUT W.P. #2 STA. 15+33.63 -L- PI STA. 16+30.68 D L = 154.51’ R = 190.00’ HORIZONTAL CURVE DATA -L- = 46^35’36.8" (RT) D = 30^09’20.4" PI STA. 14+24.78 D = 55^10’44.2" (LT) L = 61.15’ T = 33.18’ R = 63.50’ T = 81.81’ D = 90^13’46.5" NO.NO.BY:BY:DATE:DATE: REVISIONS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 HDR Engineering, Inc. of the Carolinas 3733 National Drive, Suite 207 Raleigh, N.C. 27612 PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION H DRAWN BY : CHECKED BY : DATE : DATE : T I M E : D A T E : F I L E : D i v 1 2 L I B R . t b l 8 / 2 0 / 2 0 1 3 m s e l l s 9 : 4 8 : 4 4 A M P E N T A B L E : U S E R : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ S t r u c t u r e s \ C A D \ P r e l i m i n a r y \ L i n c o l n B R 1 1 6 _ S D _ P G D _ 0 1 . d g n P L O T D R I V E R : N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t N.C.B.E.L.S. License Number: F-0116 GENERAL DRAWING SHEET 1 OF 2 LINCOLN REPLACES BRIDGE NO. 116 12B.205512 14+90.00 -L- BRIDGE ON SR 1129 OVER LITTLE INDIAN CREEK NOTES: HYDRAULIC DATA DESIGN DISCHARGE FREQUENCY OF DESIGN FLOOD DESIGN HIGH WATER ELEVATION DRAINAGE AREA BASE DISCHARGE (Q100) BASE HIGH WATER ELEVATION OVERTOPPING FLOOD DATA OVERTOPPING DISCHARGE FREQUENCY OF OVERTOPPING FLOOD OVERTOPPING FLOOD ELEVATION M. SELLS A. TEAGUE 08/13 08/13 LUMP SUM SUPERSTRUCTURE END BENT NO. 1 TOTAL LUMP SUM LUMP SUM LUMP SUM CU. YDS. LUMP SUM LUMP SUM LBS. TOTAL BILL OF MATERIAL END BENT NO. 2 NO.LIN. FT.LIN. FT.LUMP SUM LUMP SUM TONS SHEET 2 OF 2 LIN. FT.NO.SQ. YDS. 23.8 23.8 47.6 3347 3347 6694 5 5 10 170.00 170.00 10 10 850.0 850.0 CLASS A CONCRETE REINFORCING STEEL VERTICAL CONCRETE BARRIER RAIL RIP RAP CLASS II (2’-0" THICK) GEOTEXTILE FOR DRAINAGE ELASTOMERIC BEARINGS BENCHMARK: BM 1, RAILROAD SPIKE IN 24" MAPLE, 41.69’ LT. OF STA. 13+59.69 -L-, EL. = 883.53’ = 5912 CFS = > 500 YR = 884.8 REMOVAL OF EXISTING STRUCTURE AT STA. 14+90.00 -L- UNCLASSIFIED STRUCTURE EXCAVATION AT STA. 14+90.00 -L- BRIDGE APPROACH SLABS STA. 14+90.00 -L- HP 12 x 53 STEEL PILES 3’-0" X 2’-9" PRESTRESSED CONCRETE BOX BEAMS 63 75 ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING. FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1. FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS. FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS. FOR CRANE SAFETY, SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS. REMOVAL OF THE REMAINDER OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT PREVENTS DEBRIS FROM FALLING INTO THE WATER. THE CONTRACTOR SHALL SUBMIT DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS. THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA SHALL BE EXCAVATED FOR A DISTANCE OF 20 FT. EACH SIDE OF CENTERLINE ROADWAY AS DIRECTED BY THE ENGINEER. THIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE EXCAVATION. SEE SECTION 412 OF THE STANDARD SPECIFICATIONS. THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE. THE EXISTING STRUCTURE CONSISTING OF 2 SPANS (1 @ 40’-8", 1 @ 35’-8") WITH A TIMBER DECK ON I-BEAMS AND A CLEAR ROADWAY OF 19’-5" ON STEEL CAPS AND PILES AND TIMBER CAP AND PILES, AND LOCATED AT OR NEAR THE PROPOSED SITE SHALL BE REMOVED. THE EXISTING SUPERSTRUCTURE AND PORTIONS OF THE SUBSTRUCTURE HAVE BEEN WASHED OUT DUE TO FLOODING. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION, RECOVERY AND REMOVAL OF THE WASHED OUT PORTIONS OF THE EXISTING STRUCTURE. FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. PILES AT END BENT NO. 1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 130 TONS PER PILE. DRIVE PILES AT END BENT NO. 1 TO A REQUIRED DRIVING RESISTANCE OF 220 TONS PER PILE. PILES AT END BENT NO. 2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 130 TONS PER PILE. DRIVE PILES AT END BENT NO. 2 TO A REQUIRED DRIVING RESISTANCE OF 220 TONS PER PILE. STEEL H-PILE POINTS ARE REQUIRED FOR STEEL H-PILES AT END BENTS 1 AND 2. FOR STEEL PILES POINTS, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS. ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITY ON ROADWAY PLANS. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH HEC 18, "EVALUATING SCOUR AT BRIDGES", MAY, 2001. INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD, THE CONTRACTOR’S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD SPECIFICATIONS. ANY COSTS RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR "REMOVAL OF EXISTING STRUCTURE AT STATION 14+90.00 -L-". FOR UTILITY INFORMATION, SEE ROADWAY PLANS. 138 EACH 10 STEEL PILE POINTS 5 5 = 2510 CFS = 25 YR = 882.8 = 12.04 SQ. MI. = 3529 CFS = 883.80 117 140 257 285 155 130 BRIDGE ON SR 1129 OVER LITTLE INDIAN CREEK NO.NO.BY:BY:DATE:DATE: REVISIONS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 HDR Engineering, Inc. of the Carolinas 3733 National Drive, Suite 207 Raleigh, N.C. 27612 PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION H DRAWN BY : CHECKED BY : DATE : DATE : T I M E : D A T E : F I L E : D i v 1 2 L I B R . t b l 8 / 1 9 / 2 0 1 3 m s e l l s 3 : 1 2 : 0 8 P M P E N T A B L E : U S E R : N o r t h C a r o l i n a _ D e p t _ o f _ T r a n s p o r t a t i o n \ N C D O T _ D i v i s i o n _ 1 2 _ L i n c o l n 1 1 6 _ c \ 1 3 . 0 0 _ T I P _ F o l d e r _ S t r u c t u r e \ L i n c o l n 1 1 6 \ S t r u c t u r e s \ C A D \ P r e l i m i n a r y \ L i n c o l n B R 1 1 6 _ S D _ P G D _ 0 2 . d g n P L O T D R I V E R : N C D O T _ p d f _ m o n o _ e n g _ 5 0 . p l t N.C.B.E.L.S. License Number: F-0116 GENERAL DRAWING SHEET 1 OF 2 LINCOLN REPLACES BRIDGE NO. 116 12B.205512 BRIDGE ON SR 1129 OVER INDIAN CREEK 14+90.00 -L-