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Home My WebLink About20160280 Ver 1_Application_20160318Carpenter,Kristi From: Rivenbark, Chris Sent: Friday, March 18, 2016 10:40 AM To: Eric Alsmeyer (eric.c.alsmeyer@usace.army.mil); Ridings, Rob Cc: AI-Ghandour, Majed N; Chapman, Amy; gary�jordan@fws.gov; Hopkins, Joey; Koch, Thomas K; Carpenter,Kristi; Lauffer, Matthew S; Mellor, Colin; Murray, Christopher A; Staley, Mark K; Thomas, Roger D; Wilson, Travis W.; Wilkins, Ronald B; Feulner, Brett Subject: Follow Up Flag: Flag Status: M; Griffin, Randy W; Paugh, Leilani Y; Dilday, Jason L; Annis, April A Permit Application for B-4830, Wake County Follow up Completed The permit application for B-4830 has been prepared. The electronic copy can be viewed/downloaded at https://connect.ncdot.�ov/resources/Environmental/ This email serves as our permit application submittal to the U.S. Army Corps of Engineers and the N.C. Division of Water Resources. Chris Rivenbark Project Development & Environmental Analysis Natural Environment Section North Carolina Department of Transportation 919-707-6152 office crivenbark(cDncdot.qov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 , � � � � .� � Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Transportation March 18, 2016 Raleigh Regulatory Field Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 ATTN: Mr. Eric Alsmeyer NCDOT Coordinator PAT McCRORY co�ernor NICHOLAS J. T�NNYSON SecreYaty Subject: Application for Section 404 Nationwide Permits 23 and 33, Section 401 Water Quality Certifcation and Neuse River Riparian Buffer Authorization for the Proposed Replacement of Bridge No. 20 over Moccasin Creek on NC 97 in Wake County, North Carolina; TIP No. B-4830; Federal Aid Project No. BRSTP-0097(34); Debit $270 from WBS No. 38600.1.1 Dear Sir, The North Carolina Department of Transportation (NCDOT) proposes to replace the existing 84- foot, two-span bridge no. 20 with a 105-foot, single-span bridge on existing alignment. Trafiic will be maintained on an offsite detour. Permanent impacts to riparian wetlands total 036 acre. There will be 0.07 acre of temporary impact to Moccasin Creek due to a causeway. Riparian buffer impacts will total 3,372 square feet in Zone 1 and 2,548 square feet in Zone 2. Of this buffer impact, 1,444 square feet in Zone 1 and 1,483 square feet in Zone 2 will occur in riparian wetlands. All impacts to riparian buffers are considered allowable. Please see enclosed copies of the Pre-Construction Notification (PCN), Preliminary Jurisdictional Determination, Wiggins Mill Mitigation Site debit summary, USFWS concurrence letter, stormwater management plan, permit drawings, and design plans for the above referenced project. The Programmatic Categorical Exclusion (PCE) was completed in April 2015 and distributed shortly after. Additional copies are available at the NCDOT website: https:,[/connect.ncdot.gov/resources/Environmental�. This project calls for a letting date of October 18, 2016 and a review date of August 30, 2016. The project schedule may be advanced if funding becomes available. Regulatory Approvals Section 404 Permit: We anticipate that the bridge replacement, including all approach work will be authorized under Section 404 Nationwide Permits (NWP) Nos. 23 and 33. Section 401 Permit: We anticipate 401 Water Quality Certification numbers 3891 and 3893 will apply to this project. It is also anticipated that a Neuse River Riparian Buffer Authorization will be issued for this project. NCDOT is requesting written concurrence from the North Carolina Department of Environmental Quality, Division of Water Resources. �Noth'rng Compares� State of North Carolina I Department of Transportation � PDEA-Natural L,nvironme�t Section 1020 Birch Ridge Drive, 27610 I 1598 Mail Service Center I Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-5785 F A copy of this permit application and its distribution list will be posted at the NCDOT website at https://connect.ncdot.uovh•esources/Environmental/. Should you have any questions regarding this information, please contact Jason Dilday at (919) 707-6111 or jldilday@ncdot.gov Sincerely, � ��r� o� ,,,., Rodger R chelle, P.E. Technical Services Administrator cc: NCDOT Permit Application Standard Distribution List ��F,,,j�,T��Q Office Use Only: � � Q � Corps action ID no. i�., i � �, DWQ project no. O Y Form Version 1.3 Dec 10 2008 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: 23 33 or General Permit (GP) number: 1 c. 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. 1g. 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. 20 on NC 97 over Moccasin Creek 2b. County: Wake 2c. Nearest municipality / town: Zebulon 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_4830 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) 707-6111 3g. Fax no.: (919) 212-5785 3h. Email address: jldilday@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. Agent/Consultant 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: 35.8347 Longitude: -78.2610 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 0.4 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Moccasin Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C; NSW 2c. River basin: Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The land use is mostly forested with a few residential houses 3b. List the total estimated acreage of all existing wetlands on the property: 1.9 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 270 3d. Explain the purpose of the proposed project: To replace a functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a two span, 84-foot bridge with a single span, 105-foot bridge on the existing alignment with an ofF-site detour. Standard road building equipment, such as trucks, dozers, and cranes will be used. Duke Energy will be relocating an electrical transmission line within the project limits using hand clearing and timber matting. Duke Energy assumes that the relocation would be covered under a non-reporting NW12. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? � Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT Name (if known): Amy James Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. April 11, 2013 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 Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Temporar T Site 1� P❑ T Fill in Wetland Riparian ❑ Yes � Corps 0.09 � No ❑ DWQ Mechanized ❑ Yes � Corps Site 1� P � T Clearing Riparian � No ❑ DWQ 0'27 Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 1❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.36 Permanent 0 Temporary 2h. Comments: See Wetland Permit Impact Summary sheet for details. 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 intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ — non-404, (feet) other) Site 1❑ P� T Causeway Moccasin Creek � PER � Corps 80 76 ❑ INT � DWQ (0.07 ac) Site 2❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3❑ P 0 T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 76 If 3h. Total stream and tributary impacts temporary (0.07 ac) 3i. Comments: Causeway will extend slightly more than 50% of channel width, will be installed with equalizer pipes. 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 impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tempora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded 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 im acts 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 Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 � P❑ T Bridge Impact Moccasin Creek � Nos 618 0 B1 � P❑ T Road Crossing Impact Moccasin Creek � NoS 2,754 2,548 B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 3,372 2,548 6i. Comments: Impacts to wetlands in buffers total 1,444 sq ft. in zone 1 and 1,483 sq ft 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. The proposed bridge is 21 feet longer than the existing bridge; the replacement bridge will be a single span, so no bents in the water; the proposed bridge will be at approximately the same grade and alignment as the existing structure; the new bridge will have no deck drains or direct discharge to Moccasin Creek. An off-site detour will be used during construction. See Stormwater Management Plan for more measures. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Bridge Demolition and Removal will be implemented during the removal of the existing bridge; Best Management Practices for the Protection of Surface Waters will be employed; Design Standards in Sensitive Watersheds 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 Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? If no, ex lain 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program � Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 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 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. See attached Wiggins Mill Mitigation Site debit summary 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: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. � Yes ❑ No Comments: 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: 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 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ 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 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No 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)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes 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 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? N.C. Natural Heritage Heritage Program database; USFWS-Raleigh Field Office website; biological surveys for protected species listed for Wake County, which includes red-cockaded woodpecker, Tar River spinymussel and Michaux's sumac. The species received a Biological Conclusions of "No Effect". A biological conclusion of "May Affect, Not Likely to Adversely Affect was rendered for dwarf wedgemussel. Concurrence from USFWS was received on 4/1/14 Habitat for Michaux's sumac is found within the study area. A survey for the species on 7/8/15 resulted in no specimens being found. Northern long-eared bat has been added to the species list for Wake County. A programmatic biological opinion (PBO) has been issued for the species. The PBO covers projects in Divisions 1-8. The programmatic determination for NLEB for this project is "May Affect, Likely to Adversely AffecY'. 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 Rodger Rochelle, P.E. 1� ,�`�` �� `� Applicant/AgenYs Printed Name plicanUAgenYs Signature te (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 �G � Q.!' U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2013-1/608 County: Franklin U.S.G.S. Quad: NC-ZEBULON NOTIFICATION OF JURISDICTIONAL DETERMINATION Propertv Owner: NC Department of Transportation Gre�ory Thorpe Address: 1598 Mail Service Center Raleigh, NC, 27699-1598 Telephone: 919.707.6129 �� r�� PR � � �0l3 p ty p PD�FFlCE OF NA7U�EN�1A0� Pro er descri tion: TIP No. B-4830 Nearest Town Zebulon_ Nearest Waterway Moccasin Creek � River Basin Contentnea (Neuse) USGS HUC 03020203 Coordinates L�titude: 35.83475 Longitude: -78.26091 Location description: Bridge No. 20 over Moccasin Creek on NC 97, east of Zebulon, NC. Indicate Whicn of the �'ollowing Apply: A. Preliminary Determination X Based ou preliininary information, there may be waters of flie U.S. including wetlands on the above described project area. We sh•ongly suggest yoli have this property inspected to deternune the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional deternunation must be verified by the Corps. This prelinunary determination is not an appealable action under the RegLilatory Program Adnunistrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may reqtiest an approved JD (which may be appealed), by coutacting the Coips disri�ict for further inshuction. Also, you may provide new infornzarion for further consideration by the Coips to reevaluate the JD. B. Approved Determination _ There are Navigable Waters of the United States within the above described property s�ibject to the pernut requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or otu� published reglilations, this determination may be relied upon for a period not to exceed five years fi•om the date of this notification. _ There are waters of the U.S. including wetlands on the above described property subject to the perinit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed fve years fi•om the date of this notification. _ We strongly suggest you have the wetlands on your property delineated. Due to flle size of yotu property and/or oiu• present workioad, the Coips may not be able to accoinpiish tiiis wetland delineation in a timely maimer. For a more timely delnleation, you may wish to obtain a cousultant. To be considered final, any delineation must be verified by flie Cotps. _ The waters of the U.S, ii7cluding wetlands on your project area have been delineated and the delineation has been verified by the Corps. We sh�ongly sl�ggest you have this deluieation sliiveyed. Upon coil�pletion, this survey should be reviewed and verified by the Corps. Once verified, this stuvey will provide an acclu�ate depiction of all areas slibject to CWA jurisdiction on your property which, provided d7ere is no change in the law or our published regulations, may be relied upon for a period not to eaceed five years. The waters of t11e U.S. includulg wetlands have been delineated aizd siuveyed and are accurately depicted oi� the plat signed by fl1e Coips Regulatory Official idenCif ed below on . Unless fllere is a change in the law or our published regulations, this deternrinatiou may be relied upon for a period not to exceed five years from the date of this notificarion. _ There ai•e no waters of the U.S., to include wetlands, present on the above described project area which are subject to the peinzit requirements of Sectioi1404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this deternunation may be relied lipon for a period not to exceed five yeais from the date of this izotification. Page 1 of 2 Placement of dredged or fill material within waters of the US and/or wetlands without a Deparhnent of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Coips regulatory program, please contact Eric Alsmever at 919-554-4884 x23/Eric.C.Alsmever(�a,usace.armv.mil. C. Basis For Determinatiou: The impact area contains a stream channels of Moccasin Creek„ with indicators of ordinary high water marks, and abutting wetlands. Moccasin Creek is a tributary of Contentnea Creek and the Neuse River. The Neuse River is a Section 10 Navigable Water. D. Remarks: This JD was confirmed by desktop evaluation. The drawing on the attached Figure, "Jurisdictional Resources, B-4830, Wake County", submitted by e-mail and FTP on 6/27/2012, generally depicts the jurisdictional waters of the US within the subject study area. E. Attention USDA Program Participants This deliileatioi�/deternunation has been conducted to identify the limits of Coips' Clean Water Act jurisdiction for the particular site identified in this request. The delineatioi�/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA prograuls, you should request a certified wetland deternunation fi�om the local office of the Natural Resources Conservation Service, prior to starting work. �*It is not necessaiy to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** Coips Regulatory Official: Date: 4/11/2013 Expiration Date: 4/11/2018 The Wilnungton District is connllitted to providing the highest level of support to the public. 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NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Amy James, NCDOT, 1598 Mail Service Center, Raleigh, NC 27699-1598 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: CESAW-RG-R w��th�i��) 111� po�� g -�8:��1��7,,�.,BR�O � ,��3 - �o66S D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: TIP: B-4830 Description: Replacement of Bridge No. 20 over Moccasin Creek on NC 97 (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Wake/Franklin City: Zebulon Center coordinates of site (lat/long in degree decimal format): Lat. 35.834741 °N, Long.�-78.260931 ° W Universal Transverse Mercator: Name of nearest waterbody: Moccasin Creek Identify (estimate) amount of waters in the review area: Non-wetland waters: 270 linear feet: width (ft) and/or acres. Cowardin Class: RUB2 Stream Flow: Perennial Wetlands: 1.9 acres. Cowardin Class: PF01A and PEM1/2 Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: N/A Non-Tidal: N/A E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): y �� I� �Office (Desk) Determination Date: Field Determination Date(s): 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this SUPPORTING DATA: Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): � Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant � Data sheets prepared/submitted by or on behalf of the applicant/consultant Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps ` � U.S. Geological Survey map(s). Cite scale & quad name: 1:24000; 7�edw� � USDA Natural Resources Conservation Service Soil Survey Citation: L✓Gb S'�%� S��l� ' ❑ National wetlands inventory rhap(s). Cite name: ❑ State/Local wetland inventory map(s): ❑ FEMA/FIRM maps: ❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑ Pliotographs: ❑ Aerial (Name & Date): or ❑ Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified bv the Corps and should not be relied upon for later iurisdictional determinations. �� i /� �/3 Signature and date of Regulatory Project Manager (REQUIRED) c�-m� �O 2 ['r� Signature a date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) Wiggins Mill Mitigation Site ONEID 098-001 The Wiggins Mill Mitigation Site is located in Wilson County within the USGS hydrologic unit 03020203 of the Neuse River. NCDOT acquired the 88.91 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-1030. Monitoring requirements were performed from 2001 to 2005 and the site was closed out in 2006. Table 1 shows the final mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03020203. Tables 2-5 indicate all mitigation debits that have occurred per regulatory agency approval. In order to offset 0.36 acres of impacts associated with B-4830, the Wiggins Mills mitigation si�e will be debited at a 2:1 ratio, totaling 0.72 acres of Riparian Wetland Restoration. Table 1. Mitigation Quantities Approved HUC Mitigation Type Starting Amount Additional Notes 3020203Stream Restoration , 7020(Ln.Ft.) 3020203IRiparian Wetland Restoration 3020203 Riparian Wetland Enhancement 3020203 Buffer Restoration Table 2. Mitigation Debits — Stream Restoration 84(Ac) 5.3(Ac) 492663(Sq.Ft) Mitigation Debit Amount Status Site TIP Action ID# NOTES Type (Ln.Ft) Stream Restoration Stream Restoration Stream Restoration Stream Restoration Stream Restoration 1109 Close U-3472 Out 1000 Close R-1030AA Out 2284 Close Out 2380 Close Out 125 Close Out 1023AB&B -1030AA 665.5A (Pitt unty) 199820167,20012033,20012034 199202353 199202353 3-01151 Table 3. Mitigation Debits — Riparian Wetland Restoration Mitigation Debit Amount Type �q�� Status Site TIP Riparian Wetland 70.6 Close R-1023A6&B Restoration Out Riparian Wetland 0.43 Close U-3472 Restoration Out Riparian Wetland 0.06 Close U-3823A Restoration Out Riparian Wetland 0.17 Close DIV 4 WBS 46794 Restoration Out Riparian Wetland 2.14 Close R-2547 Restoration Out Riparian Wetland 0.12 Close B-4672(Permit Restoration Out issued by Default (expiration of 45 day review) Riparian Wetland 0.72 Close B-4830 Restoration Out Action ID# 199820167,20012033,2001 2034 Table 4. Mitigation Debits — Riparian Wetland Enhancement 20569 20819 `�� 36 ac ipact; 2:1 tio Mitigation Type Debit Amount Status Site TIP Action ID# NOTES (Ac) Riparian 0.68 Close DIV 4 WBS 46794 Wetland Out I Enhancement Table 5. Mitigation Debits — Buffer Restoration Mitigation Type Buffer Restoration Buffer Restoration Debit Amount Status (Sq. Ft) 206910 Close Out 285753 Close Out Site TIP U-3472 R-2814A&B Action ID# 199820167,20012033,20012034 2008-01316 ,<�= United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 April 1, 2014 Richard W. Hancock, P.E. North Carolina Department of Transportation Project Development and Environmental Analysis 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Hancock: ��c��od� APR 7 2014 I OFFICE OF NATURAL EfdVIRONMENi This letter is in response to your letter of March 28, 2014 which provided the U.S. Fish and Wildlife Service (Service) with the biological conclusion of the Nor�th Carolina Department of Transportation that the replacement of Bridge No. 20 on NC 97 over Moccasin Creek in Wake/Franklin County (TIP No. B-4830) may affect, but is not likely to adversely affect the federally endangered dwarf wedgemussel (Alasmidonta heterodon). These comments are provided in accordance with Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543). According to information provided, a mussel survey was conducted at the project site on May 1, 2012. The survey extended 100 meters upstream and 400 meters downstream of NC 97. No dwarf wedgemussels were observed and habitat quality for the species was poor. However, the dwarf wedgemussel has historically been found approximately five miles downstream. Based on the mussel survey results and other available information, the Service concurs with your conclusion that the proposed bridge replacement may affect, but is not likely to adversely affect the dwarf wedgemussel. We believe that the requirements of Section 7(a)(2) of the ESA have been satisfied. We remind you that obligations under Section 7 consultation must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered in this review; (2) this action is subsequently modified in a manner tl�at was not cons;dered in this re��iew; or (3� a new species is listed o: critical habitat determined that may be affected by this identified action. The Service appreciates the opportunity to review this project. If you have any questions regarding our response, please contact Mr. Gary Jordan at (919) 856-4520 (Ext. 32). Sincerely, � � �_.. ,�c�- Pete Benjamin � Field Supervisor Electronic copy: Eric Alsmeyer, USACE, Wake Forest, NC Travis Wilson, NCWRC, Creedmoor, NC Felix Davila, FHWA, Raleigh, NC k 11�;11�� <14' North Carolina Department of Transportation SL[?1'llitYcl�PP � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 38600.1.1 TIP No.: B-4830 County(ies): Wake Page 1 of 1 General Project Information WBS Element: 38600.1.1 TIP Number: B-4830 Project Type: Bridge Replacement Date: 11/18/2015 NCDOT Contact: W illiam H. Elam, Jr. PE Contractor I Designer: Reid Robol, EI - Ecological Engineering Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Ca , NC 27518 Phone: 919-707-6718 Phone: 919-557-0929 Email: belam ncdot. ov Email: rrobol ecolo icalen .com Cit ITown: Zebulon Count ies): Wake River Basin s: Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.105 Miles Surroundin Land Use: Rural area with forest and agricultural landuses Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: 2@ 11 ft lane, 4.4 ft shoulders and 1.1 ft rail, with total bridge width of 33.0 ft and total 2@ 9.5 ft lane with total bridge witdh of 23 ft and total bridge length of 87.6 ft. bridge length of 105 ft. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 600 Year: 2015 Existin : 570 Year: 2013 General Project Narrative: State Project B-4830 involves the replacement of the existing NCDOT Bridge #910020 on SR 1636 over Moccasin Creek. Bridge #910020 consists of 1@42' — 0", 1@41' — 10"; (Description of Minimization of Water RC deck girder bridge with RC full height abutments, round nose post and web pier. The proposed bridge at #910020 will be 1@105' 39" box beam with 4' caps. The existing Quality Impacts) concrete abutments will be retained. The interior concrete pier will be removed from the center of the stream. A rock causeway will be utilized to remove the pier. Rock plating and toe protection are being used to steepen and stabilize fill slopes which reduces permanent impacts to wetlands. The proposed bridge will provide more hydraulic opening than the existing bridge. No deck drains are proposed. Two stormwater outfalls are proposed which will be placed outside of the buffer zones. A Rip Rap pad will be utilized to dissipate the energy. Wetland Impacts were minimized by the addition of guardrail and 2:1 fill side slopes. Waterbody Information Surface Water Body (1): Moccasin Creek NCDWR Stream Index No.: 27-86-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Moccasin Creek Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) : � � ) 3 � � � •� � V � � O V See Sheet 9-A For Index of Sheets See Sheet 9-8 For Conventlonol Symbols ��°� �� -�� t��.,�� WAI�E C4 U1�lTY LOCATION: BRIDGE 1110. 20 OVER MOCCASIN CREEK 0111 1VC 97 TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVI11lG, A11tD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BE6/N TlP PROJECT 8-4830 —L— STA12+30.00 \ SITE 1 o� � _ � � � � * � . \�N � * � � �* �* � � � z • � � ` I�/�_ � * � � � % �\*'�/ *�,*� _„�� ;�. � � � � � � y ��I�= �� ,�� ;� � � � �� -- � � � � � � � � � � � � � . � � � � � � � � �� ..�� . �� . � � � � � ------�—.v--- -- �-� �_�.�`��_�=-��=-� -- � ----- � ----� _.,._________.._ � � � � i;�_ � � � _=__� � � �� ' -L- � ' , NC 97 __ .�n�v.sr.i '---- ----+.__ � � "'-------- -----'"'- `--------�-_, . -----� � ,� � � �� * * � � ` *� �� ** *� * �� *�� ** ��.�� *� * � � � * �� `� * �*.�� BEGIN BRIDGE / —L— STA.14+78.88 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. � * : � N\ e ' `� ' � � : � RB � � � l\ .� � � �`\ .� : ` � * �� \ s` END � BRID�E* PERMIT DRAWING / SHEET OF � �o N o� Zz END TlP PROJECT B-4830 -�- sra i�+85.00 ' —L— STAl5t86.13 ,I �---\ 1 z y~' YF— Q � z z 3 � � O � U FRELIMIN.�I3Y PLANS UO NOT USV F'OIl COUSTRUCTION GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared an tae o�,�e5 of� �nnauLres E�vcINEEx 2016 ADT = 2,922 VPD LENGTH ROADWAY TIP PROJECT B-4830 = 0.085 mi. � T� Y°�t � R I �� 50 25 0 50 100 2036 ADT = 3,530 VPD �� ;�ECOLOGICAL �� B°��p� DHV = 12% LENGTH STRUCTURES TIP PROJECT B-4830 = 0.020 mi. w�w '°°' �� ENGINEERING �� °�� a PLANS D= 60% TOTAL LENGTH TIP PROJECT B-4830 = 0.105 mi. zot2 sra.vo,axo srEcrFrcnrroxs yt :ID � 50 25 0 50 100 T= 4% 'k ANDY YOUNG. PE SlGNATURE: � � RlGHT OF WAY DATE: � � rao�Ecr exciNSEa ROADWAY DESIGN ENGINEER �, � * TTST 1%+DUAL�3°H OCTOBER 22, 2015 � �� PROFILE (HORIZONTAL) ( ) MICHAEL BURNS, EI �.��. ��.� RURAL MAJOR LETTING DATE: �Ro�scz nss,cx sxciNSEn �� p��s� 10 5 0 l0 2� FUNC. CLASS.= COLLECTOR TONY HOUSER, P.E. OCTOBER 18, 2016 PROFILE (VERTICAL) SUBREGIONAL TIER NcooT coxracr PE SIGNATURE: N 0 I ' DETAIL 1 TOE PROTECTION ( N � �o S�ole� F\O e( Na�ural ,�� °\�S\oQe Ground , b , F I •J I ELfV -]23.5' 6= 2.0 Ft. �co�evrlc Type af L'iner= C1455 II RIP RAP FROM STA. 12 � 50 TO STA. 14 � 00 -L- RT FROM STA.12-50 TO STA.14-00 -L- LT FROM STA. 76 - 50 TO STA. 17 - 20 -L- RT FROM STA.16-50 TO STA.77--20 -L- LT DETAIL 3 TEMPORARY CAUSEWAY ir+o. ro scn�e� ELEV=]IC.O• WI� �� I C1A55 B RIP RAP NG __ NG__ GEOTEXTILE C1n55 II RIP RAP � BEGIN TlP PROJECT 8-4830 —L— POT STA12+30A0 V i Ehi If�L _��r ��r�<. is couN,v uNE �� SITE 1 TOE PROTECTION SEE DETAIL 1 � � EST 300 TONS EST 320 SY GEOTEXTILE �� M ^ � � O ON h Z y Z S�a.= 1�-59 L� LT q10= 031 CFS VIO= 0.35 FTiS � � t � � � .� OCK PLATE � � � y, � �ILL SLOPE TO SP � . _. FRffiM -L- STA. 15-94 � TO STA.16+50 RT & LT TOE PROTECTION � � � � �'4 � SEE SHEETy2G-1, DETAIL 2 SEE DETAIL 1 � � � � � �5" '� EST 150 TONS � .� .�Y� "� RCP-IiV � � EST 160 SY GEOTEXTILE ROCK PLATE � � / CLASS B RIP RAP FILL SIOPE TO SP � EST 1 TOyF FROM -L- STA. 14+00 B�_Z \ � � � E T 5 SY GEOTi�(TILE '� 1 � _3 g TO STA.14 ��71 RT & LT z � � � � 1`.k" W/ELBOWS� \ ) �yP� o SEE SHEET 2G-1, DETAIL 2 N � � � '� \ 0 � � � � � � � � � � � " \ � � � � I ' � i c.=sa za � � .� Y � � . "t� � t � � � � '� y' -lk Y. Y' '� � � '�� Y' .� � '� Y' �t '�Y Y' F � :I ]k ]'c � / � \I f � � � � .� � � � 'k � �� 'tk � � � �� \ . � . Im J, . _�. + � � // � � �'I � � � � � � � � —e,x.— — — — — � —s�x _—_____----- —e�x.--__—_—__. .'_ -- _ i�� a�� / u 4�`'t�. F/ 5 N 79' 32' 22✓' E o o =—L— W O o � . ' i_ � _ _ — _ --wte_ 'U"'�"�� Uir� � . ��-----.�e-------- ---___----- � a ,., ,w.� �� e * � � � � � � `�, �A�� BM �I � � � � � � � � 5d TAPER \ � � � t � � � � � .t � � � � � . . � .� � H - � � � � � \ � � � � � t � '� .�„ t � � � � ..... � � . � � t � � � � � t � � � '� � � TEMPC�RARY -3� � � 2(d60"X46" CMPA � . TOE PROTEC7ION 7EMPORARY 6AUSEWAY� SEE DETAIL 1 SEE DETAIL 3 � EST 315 TONS '�.;p EST 340 SY GEOTE%TILE - \/ O VAR. PS VAR.PS O � BEG GRAU-350 TL-3 _ 1 � 7ypE-III GRAU-350 TL-3 TYPE-III O O � � END APPROACH SLAB -L- Sto.lS+g7,/3 END BRID�E -L- Sta.l5+86.13 END � � SBG +40 � rrre-iu 'v � � . b � N �n TYPE-III PAVEMENT—BRIDGE RELATIONSHIP SKETCH (NOT TO SCALE) t � - VAR. PS GRAU-350 TL-3 ]' GRAU-350 TL-3 END � SBG +65 vAR.PS— TB 2GI in t�,i I'B 2GI TB 2 � END TlP PROJECT 8-9830 —L— POT STAl7+85A0 ��u 6"'1j � � . �e___�s�� s � acP � � � � � \ ;F" 2 � ' 0'TAP. R� � � �•, , � L .& R . s '\ BM • � e, � � � � � � � � � � \\.. Pc^ \ \�\ � ]F J` .k l� � � T�JE PIZpTECwflO� �� 1 / \'\� � � } SEE DEi`AIL 7 I. .1S \ �, � EST 125 TONS EST 135 5Y GEOTE%TILE 15" W/EL80W5 � 1 5�a - t�-Ba -�- ar CLASS B RIP RAP � �10- a36 FTis EST 1 TON O � EST 5 SY GEOTEXTILE 4 7_ � �� :^ir:,� ... PROIECT REFERENCE NO. SHEET NO. B-4830 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I�RE]LIMIN R� IDLANS DO NOT UeE PO CON3T2UCTION 'I �ECOLOGICAL ENGINEERING PERMIT DRAWING SHEET OF 5�� 0� �� SCALE TIMOTHY JOE HUFFMAN OB 1011 PG 3T9 37 Zd-Z6' BST -* �o BM •3 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER F F DENOTES FILL IN W ETLAN D � � � � DENOTES MECHANIZED � � �� CLEARING ENO BfNT EXCAVATION SEE STRUCTURE PLANS (57RUCTURE PAY /TEM! FOR -L- PROFILE,SEE SH£ET 5 � PROPoSED PAVED SHIXI[!�R FOR STRI/GTURE PLWS.SEE SHEETS S-ITHRU S T N 0 DETAIL 1 TOE PROTECTION ( N � �o S�ole� F\O e( Na�ural ,�� °\�S\oQe Ground , b , F I •J I ELfV -]23.5' 6= 2.0 Ft. �co�evrlc Type af L'iner= C1455 II RIP RAP FROM STA. 12 � 50 TO STA. 14 � 00 -L- RT FROM STA.12-50 TO STA.14-00 -L- LT FROM STA. 76 - 50 TO STA. 17 - 20 -L- RT FROM STA.16-50 TO STA.77--20 -L- LT _ �� _ ��I DETAIL 3 TEMPORARY CAUSEWAY ir+o. ro scn�e� ELEV=]IC.O• WI� �� I C1A55 B RIP RAP NG __ NG__ GEOTEXTILE C1n55 II RIP RAP O > ; � > ) \// � � i ) BEGIN TlP PROJECT 8-4830 —L— POT STA12+30A0 O � ��, , l ` � �� NTE.RLINE�OF qp , � � rouN��NE � �� SITE 1 � q� TOE PROTEC710N � ��CU �\ � ESf 3�OOATONS ' /�\/ �Nfy � GEOTE%TILE �rJ, �� l _ ROCK PLATE . . FILL SLOPE TO SP FROM -L- STA. 14+00 BL-� � ,_3 g ro srn. , n. n ar s iT ) o SEE SHEET 2G-1, DETAIL 2 0 � � � � � � � � � m'P� � � � � � � � � � � � � � � � � ,� � � � � � � � � � � � * � � � � � � � � � � � � � � * � � �� ----�_ ---e,.---- -F// I � � � � _a,� ________ _a,M__ __ y� 6 s ,J . I/ 70' ZfY rJ'J p C. I z N. .� _/ _ . �� M ^ � � O ON h Z y Z �� ; �1� 5�a-= t2-59 l Lr `` � ( M�KE � q10= 031 CPS V10= 0.35 FTiS � \ \ �\ \ � � � � , �� . �. � � .� OCK PLATE � � �� -� � � � �ILL SLOPE TO SP .} _. FRffiM -L STA.15+94 �� TO STA.16+50 RT 8 LT .� . TOE PROTECTION � � � � � � SEE SHEETy2G-1, DETAIL 2 SEE DETAIL 1 � � � � �5" '� EST 150 TONS � /.� -�Y RCP.-IyV � � EST 160 SY GEOTERTILE � � C[P.S$"B RIP RAP EST 1 TO� � R \ � � � �ST 5 SY GEOFLXTILE� '� i .� I .� .1`Y' W/ELBOWS � \ � � N � � * � � � `� \ F � ,� � � � i c.-so' a � � � V � � .� �� ,. _ :�� 16 2GI Iti �Lt�l IB 2GI TB 2GI �� i� ,/ O L�� ; , i� I� � � �� / �� l � END TlP PROJECT B-4830 —L— POT STAl7+85A0 � �� ;1;�5 � � ( / �'woos�-� I��\ � v '. .F � �� _ �,�-� ___ �� 'I+ . � _..'fl J 1 }r�I��'� .T . S � ' - -. -_ . . /i-__—__XLB_—_—_��__—__—�W18�� _--____� I�.�'. C� m\ �-��l Y'�.il i: � LB� F. — N. / .t � � � � � Y' `"� � 'k t � � � .t A� 7 J � � -,� _ � � BM '1 ,� � � � �. � � ,� SdTAPER \ RCP � � � \\� � � � � .t � .t .� � .& . � .� � � m ;4� 2 � 50'TAPER� -t ' \ t . � '� � � �e � .� - - - Yn • � � � L7.& RT. � .� \` �,� ��w � � �e � -� � � � � � '� BM � e�.. � � � � � � � V��/� \ Y' � � � � �k � �F � � " � 't Y' � � � � � � � a y� � \� � t ]F iP � \1 \ . �� '� � t . � � TEMPC�RARY �� \� \ T�E PI�p TECwflO� � N . "'� \ / � } SEE DETAIL 7 � � � �� 2(d60"X46" CMPA � �S � d � � EST 125 TONS 1 I � jJQI 'B�F,9L� SOE�PEOiL;TION TEMPORARY 6AUSE�WAY \�-0 EST 135 5Y GEOTEXTLLE 1 I ��` F � SEE DETAIL 3 15" W/EL80W5 � /�� . �c,Fy F,y EST 315 TONS I` I /I � c.��F,pc - EST 3A0 SV GEOTE%TILE ` s�a.- t�-Ba -�- ar CLA55 B RIP RAP I l /� /^ �' 6� O . , : / m�l �la- a 33 CFS EST 1 TON O f /I � i . ,�,_i .F �to= aab Frh EST 5 SY GEOTEXTILE I�/ _o. . . , .. . Z2538' � � � --� � r�� o I � BEGIN BRIOGE -L- Sto.14+78.88 j BEGIN APPROACH SLAB -L- Sfo.14+67.88 VAR. PS GRAU-350 TL-3 TYpE-III � "' N w � p � - �' � o � � � � GRAU�50 TL-3 TYPE-III � � � VAR.PS 0 0 � � END APPROACH SLAB -L- Sto.lS+g7,/3 END BRID�E -L- Sta.l5+86.13 END � � SBG +40 � rrre-iu 'v o � , b � N �n TYPE-III PAVEMENT—BRIDGE RELATIONSHIP SKETCH (NOT TO SCALE) � � - VAR. PS GRAU-350 TL-3 ]' GRAU-350 TL-3 END � SBG +65 vAR.PS— � , � ��, �� !I!� �� '� �TERLINE OF �� < '� C EF-KVIS COUNTY LI� � PROIECT REFERENCE NO. SHEET NO. B-4830 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I�RE]LIMIN R� IDLANS DO NOT UeE PO CON3T2UCTION �ENG�INOEEIR NG PERMIT DRAWING SHEET _ OF _ \ 50' 0' 100' \ \ � SCALE � . . �.., .� , \ � TIMpTHY JOE HUFPMAN I I 11� , ��— \\` � DB 1011 RG 3T9 � �N ��I V�� j � �, ��' � ,�'I��Ir,�, � �\ a.l�li � \ . \ / ..\ � � � � I ��L\. \ . ` �\� �I�`\��\� \IIII�/�� \ :K � �,�" �' /� � I`�\11�� \1 \I I�\�l�r%,� � � � � � � �v��'r� ��o� ; �� `\ � V � ,� , , � ��, , � BL-3 � � - _ � � ,,,� � ��— � . �97 24�'-ffi'�BS; ' �; �SR V/66 Bft,4Nf(£, -FPo � — S�`u._, ..� � : �� /�� f /� ` 8M 3 \ ��<'�< r � . �� nmuNcni�lo s ��vi��:; _ _ �. j / /, .//�� / .��/il� �� / � �"/ V�7 � �� , �� --�1 DENOTES TEMPORARY i, � -�--- � � � � �� j.� IMPACTS IN SURFACE WATER F F DENOTES FILL IN W ETLAN D � � � � DENOTES MECHANIZED � � �� CLEARING ENO BfNT EXCAVATION SEE STRUCTURE PLANS (57RUCTURE PAY /TEM! FOR -L- PROFILE,SEE SH£ET 5 � PROPoSED PAVED SHIXI[!�R FOR STRI/GTURE PLWS.SEE SHEETS S-ITHRU S T N Z 0 � K 6' � S TE ( 2��0 TO 4�80 -�- �T) S TE ( 2��0 TO 4�---�2 -�- RT) S TE C 5�75 TO 7�85 -�- �T) S TE C�� 5 TO 7�---85 -�- RT) PROIECT REFERENCE NO. SHEET NO. B-4830 5 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I�RE]LIMIN R� IDLANS DO NOT UeE PO CON3T2UCTION IJ 1 E V�f �, �Na �� tiTl � ENG�INOEEIR NG PERMIT DRAWING SHEET OF S TE C 5-+ 0 TO 5�80 -�-) 0 z5 INSET GRAPHIC SCALE DENOTES TEMPORARY IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND � � � � DENOTES MECHANIZED � � �� CLEARING N Z 0 � K 6' � S TE ( 2��0 TO 4�80 -�- �T) S TE ( 2��0 TO 4�---�2 -�- RT) S TE C 5�75 TO 7�85 -�- �T) S TE C�� 5 TO 7�---85 -�- RT) PROIECT REFERENCE NO. SHEET NO. B-4830 5 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I�RE]LIMIN R� IDLANS DO NOT UeE PO CON3T2UCTION IJ 1 E V�f �, �Na �� tiTl � ENG�INOEEIR NG PERMIT DRAWING SHEET OF S TE C 5-+ 0 TO 5�80 -�-) 0 z5 INSET GRAPHIC SCALE DENOTES TEMPORARY IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND � � � � DENOTES MECHANIZED � � �� CLEARING WETLAND PERMIT IMPACT 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 12+30 TO 14+80 -L- LT 1@105'; 39" Box Beam w/ 4.0' Caps 0.03 0.08 1 12+30 TO 14+32 -L- RT 1@105'; 39" Box Beam w/ 4.0' Caps 0.04 0.06 1 15+10 TO 15+80 -L- Temporary Causeway 0.07 76 1 15+75 TO 17+85 -L- LT 1@105'; 39" Box Beam w/ 4.0' Caps 0.02 0.07 1 16+15 TO 17+85 -L- RT 1@105'; 39" Box Beam w/ 4.0' Caps < 0.01 0.05 TOTALS': 0.09 0.27 0.07 0 76 0 'Rounded totals are sum of actual impacts NOTES: � STEEL BEAM GUARDRAIL SEE ROADWAY TYPICALS FOR GUTTER,CURB AND GUTTER OR FlNISHED GRADE DETAILS GUARORAIL FACE4._6' MlN � ' 'v zI� GEOTEXTILE FOR ROCK PLATING � EMBANKMENT v � GROUND LINE 0� l' CLEARANCE MIN SHOULDER OR BERM BREAK POINT fTOP OF SLOPEI �l8' CLA55 N SELECT MATERIAL fABG Ro ° SEE GEOTEXTILE )� � OVERLAP DETAIL (� � ` ��'�j �qTj' `S�i 9�� ` ��`'q �L� 'cs,S��i ��o��! �� .�,OO��'°F / IO' MAX SLOPE STAKE POINT AND � CONSTRUCTION LlMIT (TOE OF SLOPEJ GROUND LINE � 2' THICK RIPRAP ��Vi �SEE NOTE 3J � ROCK PLATING DETAIL NO. 1— TYPICAL SECTION GEOTEXTILE FOR ROCK PLATING CONSTRUCTION LlMIT SLOPE STAKE POINT � (TOP OF SLOPE! � ��ti�� O 0 0� F �Q� �4TT ��c�i�CGT l8' OVERLAP M/N fTYP1 STEEL BEAM GUARDRAIL SEE ROADWAY TYPICALS FOR GUTTER.CURB AND 6UTTER OR FlNISHED GRADE DETAILS GEOTEXTILE FOR ROCK PLATING fTYPJ GEOTEXTILE OVERLAP DETAIL (PLAN VIEW) ��U �� SEE GEOTEXTILE OVERLAP DETAIL � ` S � � � 2'THICK RIPRAP Gc• �� ` O fSEE NOTE 31 EXIST lNG GROUND y�Fs� �, � �� a o roE oF I �r Q oOa SLOPE � DITCH l��/�� o a0�� 4' - 6' 0 � — � a' \ \ �� \ \ SEE ROADWAY TYPICALS \I FOR DITCN DETAILS / ROCK PLATING DETAIL NO. 3— TYPICAL SECTION NOTES: l. SEE ROADWAY PLANS AND SUMMARY SHEETS FOR ROCK PLATING LOCATIONS. 2. FOR STANDARD ROCK PLATING.SEE SECTION 275 OF THE STANDARD SPECIFICATIONS. 3. USE CLASS /.2 OR B RIPRAP UNLESS REOUIRED OTHERWISE lN THE ROADWAY SUMMARY SHEETS. GUARORAIL FACE4,_6' MlN �/ f� � � � � GEOTEXTILE FOR ROCK PLATING � � EMBANKMENT � GROUND LINE PERMIT DRAWING SHEET OF I' CLEARANCE MlN SHOULDER OR BERM BREAK POINT (TOP OF SLOPEJ �l8' CLASS N SELECT MATERIAL fABCJ 2' THICK RIPRAP fSEE NOTE 3! SEE �EOTEXTILE OVERLAP DETAIL �� ti�� F�4 �� p��as�oA �� _ �`' K�'� ROCK PLATING DETAIL NO. 2— TYPICAL SECTION CONSTRUCTION LlMIT SLOPE STAKE POINT � fTOP OF SLOPE! r1, -�U� �uv� �,�� 0 0 °��,^ ,c� W�`9�T GEOTEXTILE � �� , FOR ROCK PLATING �n�o SLOPE STAKE POINT (TOE OF SLOPEJ CONSTRUCTION LlMIT GROUND LINE - `��V �� SEE GEOTEXTILE OVERLAP DETAIL ` — � 2' THICK RIPRAP �/ 1 S��p� fSEE NOTE 3J I �� F'p� `� (� TOE OF STEEL BEAM F�' � � �%Cfa SLOPE � GUTTER GUARORAIL. EXISTING GROUND �'s,s.�r �C�Q� 4--6'MlN lF �PUCABLE � f� o � oOo�� — ' GUTTCURB AND GUTTER SUBDRaN COARSE aGGREGaTE 6" DIAPERFORATED SUBDRAIN PIPE SEE ROADWAY TYPICALS FOR GUTTER OR CURB AND GUTTER.GUARDRAIL AND BERM DETAILS �j �'>� -�� . BERM WIDrH CURB FACE ROCK PLATING DETAIL NO. 4— TYPICAL SECTION � � � •� � V � � O V See Sheet 9-A For Index of Sheets See Sheet 9-8 For Conventlonol Symbols �`��I°1� C�1F 1��1��II�� IIE��II�II1��'� ��'�1I��[�� '�1� lI��1�['�'�.�� WAI�E C4 U1�lTY LOCATION: BRIDGE 1110. 20 OVER MOCCASIN 0111 1VC 97 TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVI11lG, A11tD BE6/N TlP PROJECT 8-4830 —L— STA12+30.00 CREEK STR UCTURE BUFFER IMPACTS PERMIT BUFFER DRAWING / SHEET OF � �o N o� Zz END TlP PROJECT B-4830 -�- sra i�+85.00 \ � � � * � � � � * � .\�N �� SITE 1 z * � ' ' � * • � a � �/ � * ' ' * * � � , � \ ' � � � * * �* * ' : �� * �; �. � � ,� � � � y �� , � � � � � _ � � � _ �� _ � -- � � � � � � , � � � � � � < � � � � _ � � � �_ � �� _ �� , � � �<.�� , �� .� <�� _ � . � _ � � � ------�—•v--- -- �-` �-�.� ��==� --� -- • ----- ' ---�� ` � � _.,._________.._ _�_ � �,. _ � � � � � � � � .� _� . �� ____ __ __ NC 97 __ � TO NC 39 '---- ----+.__ ` � "'------ -----"'— ,--------�—, , ------ � _ � � �� *� * * � � * *� �� ** *� * �� *�� ** �� *� * � � � * �� `� * �*�� i BEGIN BRIDGE , —L— STA.14+78.88 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. � * : I "\ ._',*' * � � _*... * * * �\ .� � ' � � � ` � � � �a \ s` END � BRID�E* ' —L— STAl5t86.13 ,I �---\ 1 z y~' YF— Q � z z 3 � � O � U FRELIMIN.�I3Y PLANS UO NOT USV F'OIl COUSTRUCTION GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared an tae o�,�e5 of� �nnauLres E�vcINEEx 2016 ADT = 2,922 VPD LENGTH ROADWAY TIP PROJECT B-4830 = 0.085 mi. � T� Y°�t � R I �� 50 25 0 50 100 2036 ADT = 3,530 VPD �� ;�ECOLOGICAL �� B°��p� DHV = 12% LENGTH STRUCTURES TIP PROJECT B-4830 = 0.020 mi. w�w '°°' �� ENGINEERING �� °�� a PLANS D= 60% TOTAL LENGTH TIP PROJECT B-4830 = 0.105 mi. zot2 sra.vo,axo srEcrFrcnrroxs yt :ID � 50 25 0 50 100 T= 4% 'k ANDY YOUNG. PE SlGNATURE: � � RlGHT OF WAY DATE: � � rao�Ecr exciNSEa ROADWAY DESIGN ENGINEER �, � * TTST 1%+DUAL�3°H OCTOBER 22, 2015 � �� PROFILE (HORIZONTAL) ( ) MICHAEL BURNS, EI �.��. ��.� RURAL MAJOR LETTING DATE: �Ro�scz nss,cx sxciNSEn �� p��s� 10 5 0 l0 2� FUNC. CLASS.= COLLECTOR TONY HOUSER, P.E. OCTOBER 18, 2016 PROFILE (VERTICAL) SUBREGIONAL TIER NcooT coxracr PE SIGNATURE: �— e, I ' N 0 DETAIL 1 TOE PROTECTION ( N � �o S�ole� F\O e( Na�ural ,�� °\�S\oQe Ground , y , F �� ELfV —�23.5' 6= 2.0 Ft. �co�evrlc Type af L'iner= C1455 II RIP RAP FROM STA. 12 � 50 TO STA. 14 � 00 -L- RT FROM STA.12-50 TO STA.14-00 -L- LT FROM STA. 76 - 50 TO STA. 17 - 20 -L- RT FROM STA.16-50 TO STA.77--20 -L- LT O � BEGIN TlP PROJECT 8-4830 �� E�� ,� _ �titi � n� is couN v��uN�� ti �q��,, �oG TOE PROTEC710N� " �T SEE DETAIL 1 � EST 300 TONS EST 320 SY GEOTEXTILE —L— POT STA12+30A0 SITE 1 ROCK PLATE FIIL SIOPE TO SP \ FROM -L- STA. 14+00 B�_Z 1 � _3 g TO STA. 14 '� 71 RT & LT ) o SEE SHEET 2G-1, DETAIL 2 0 � � � � � � � � � m'P� � � � � � � � � � � � � � � � � � ,� � � � � � � � � � * � � � � � � � � __ � � � � � � � � � � � ,� � � � � � / � � � � � � � � � � � � � - -F/� S � 1 '� � � � � � ---- - i — - — —e,x.— — —a,. --------- —a,.--- _ — �a��. �� N N 79' 32' 22✓' E o o =—L— W O o � � F. � . i � � i � a � ��i1 ri, � ------wte— — , �i .i / � _ _ _ _IILB— _ _ — _ � ._ � '._ _ / -� ..� .. � � � � _� � � � � � _-- � � � � i,.i� / �, � �� BM �!� � � � � � � � .� � ,� � � � � � � � � � 5d TAPER � E � � � — — t � � � � � � � � � � � � � '� �„ � � � � � � � � � t � � � � � t t (, � lY t � � � �� TOE PROTECTION SEE DETAIL 1 � � EST 315 TONS '��'y EST 340 SY GEOTE%TILE \/ O VAR. PS VAR.PS O R BEG -L- fG/N AP _ c+� � GRAU-350 TL-3 _ 1 � 7ypE-III GRAU-350 TL-3 TYPE-III O O � � \ END APPROACH SLAB \ -L- Sto.lS+g7,/3 END BRID�E -L- Sta.l5+86.13 END � � SBG +40 � rrre-iu 'v � � . � � N �n TYPE-III PAVEMENT—BRIDGE RELATIONSHIP SKETCH (NOT TO SCALE) t � - VAR. PS GRAU-350 TL-3 ]' GRAU-350 TL-3 END � SBG +65 vAR.PS— �. M ^ � � O ON h Z y Z � � : � � t � � � .� OCK PLATE � � � � ��ILL SLOPE TO sP END TlP PROJECT 8-9830 � . _. FRffiM -L- STA. 15-94 �� To srn. ie+so aT s�r roe PROTecrioN -L- POT STAl7+85A0 � � � �'4 � SEE SHEETy2G-1, DETAIL 2 SEE DETAIL 1 � � � � � �5" '� EST 150 TONS � /.� .�Y� "� RCP-IiV � � EST 160 SY GEOTEXTILE . � � CLASS B RIP RAP I EST 1 TOy_F � � � / � � E�ST 5 SY GEOTi�(TILE� '� . _ � z \ \ .� N � � .�I � �`�'� W,E�L�B�WS � � � � ::� � � � " � ,� � � � i c=sa za � � � ��/;I � V � ^ E E * � �e�� w�e ,n . ik� � . ---_� ..�..�._—_';._--".___ "- � � �� } x�� _ _ � �� TB 2GI TB zGl � 0 0 TB 2GI TB 2GI � `� o W � L t �� Ja � � — � ` _ � � � _ _ �e- - �� _�" ---"�- a. i � t � � \ I ;4��, 2 � E � � R R� 'e .� \'. � I/ :P .�\BM• \� � �� \ � .._ � e�, � � ,� \ � � �� s � � � � T�JE PI�p TECwflO� � / s � } SEE DETAIL 7 ��15 \d �� EST725 TONS 1 I m�r�... EST 135 5Y GEOTE%TILE 15" W/EL80W5 y � 1 , CLASS B RIP RAP y >` EST 1 TON O � � EST 5 SY GEOTEXTILE 4 ./ � < PROIECT REFERENCE NO. SHEET NO. B-4830 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I�RE]LIMIN R� IDLANS DO NOT UeE PO CON3T2UCTION ; i��l i,i ,as�,._o � T �,�IECOLOGICAL S T EV�f, ti ' ' �IUIFNGINEERING BUFFER DRAWING SHEET _ OF _ TIMOTNY JOE HUFFMAN OB 1011 PG 3T9 x X—X—LJ BL-3 -__- \ 37 Zd-Z6' BST —i Go BM •3 X xxxxx ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 ENO BfNT EXCAVATION SEE STRUCTURE PLANS (57RUCTURE PAY /TEM! FOR -L- PROFILE,SEE SH£ET 5 � PROPoSED PAVED SHIXI[!�R FOR STRI/GTURE PLWS.SEE SHEETS S-ITHRU S T N Z 0 � K �- e, C 4�00 -� S TE TO 4�80 -�- �T) S TE C 5�75-�- TO ��25 -�- �T) f, - - _,'' �%�\ T� � , ��, � ��`�� / - - � �� / _ �( �i K,/'r � / / �7I�� x / ��.</ / \ � J� I � . . � ! lYx— /.1 /1/I ��'�r �X� �� - ��i/ � � � � / � i i , �� i� \ /X\ �\ T\ /� �� \ / \ /� \ /� \ / � i X \ \ \ (/� // / / \ // \ // \ // \ /�� i ��/ ��/ ��/ i �i �� / �i-= �-'� �-' , PROIECT REFERENCE NO. SHEET NO. B-4830 5 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I�RE]LIMIN R� IDLANS DO NOT UeE PO CON3T2UCTION � . , TI �ENG�INOEEIR NG � BUFFER DRAWING � V� SHEET _ OF _ � S TE C 4��g -�- TO 5�04 -�- RT) C 5�82-�- S TE TO ��57 -�- RT) �o o zo INSET GRAPHIC SCALE x XxxXX ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE/ ROAD PARALLEL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ftZ) (ft2) (ft2) 1@105' 39" BOX 1 BEAM W/ 4'-0" 14+00 -L- TO 14+g0 -L- LT X 987 709 1696 1@105' 39" BOX 1 BEAM W/ 4'-0" 14+39 -L- TO 14+g0 -L- RT X 340 656 996 1@105' 39" BOX 1 BEAM W/ 4'-0" 14+g0-L- TO 15+04 -L-RT X 461 0 461 1@105' 39" BOX 1 BEAM W/ 4'-0" 15+75-L- TO 15+g5 -L- LT X 140 0 140 1@105' 39" BOX 1 BEAM W/ 4'-0" 15+g5-L- TO 16+25 -L- LT X 440 524 964 1@105' 39" BOX 1 BEAM W/ 4'-0" 15+g2-L- TO 16+57 -L- RT X 987 659 1646 1@105' 39" BOX 1 BEAM W/ 4'-0" 15+g2-L- TO 15+g5 -L- RT X 17 0 17 TOTAL: ss�z 2548 5920 •, See Sheet �-A For I ndex of Sheets See Sheet �-B For Conventi onal Symbols ��_�� .�_ �� _ �� C�� \ 1�� LOCATI01�1: BRIDGE 1��.20 OVER MOCCASII� CREEI� 01� 1�1C 97 TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G, A1�D STR UCTURE BEGIN T lP PROJECT B-4830 —L — ST Ao l2 +30a00 -L - \ NC 97 ---- ------ — ------ — TO NC 39 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. BEGIN BRIDGE —L — Sl Ae /4 f78e88 �� / � � � \ y S�� ,t � � � ` •` � � •`. ,',/ 1 N J ��S � � I 1♦ \ ., �� \ i . \ �� END BRIDGE .` � —L— i i i i �•`._•—•—•—•—•� .` i �,�iz J� Qz'zz � �o �o � �� END T lP PROJECT B-4830 —L — ST Ao l7 f85o00 ST Ae l5 +86e13 0 � v _—_____===��7/bb-- (BRANTLEY ROAD) � I�I[�l�]��[�N�][�� ]�I��N� �� Prepared in the O�ces of: HYDRA ULICS E1VGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 2016 ADT — 2,922 �Po _ S T E WA R T � NCFIRMLICENSENo:F-1148 LENGTH ROADWAY TIP PROJECT B-4830 0.085 mi. ��s�sE��YParkW�y,s";re�o� Cary, NC 27518 (919)557-0929 50 25 0 50 l00 2036 ADT = 3,530 VPD ��0a�% 421 FAYETfEVILLE ST, STE 400 Firm License #: C-1051 ECOLOGICAL O �/ � DHV = 12% LENGTH STRUCTURES TIP PROJECT B-4830 = 0.020 mi. RALEIGH,NC27601 wwwstewartinc.mm ENGINEERING �Q�� g�� T 919.380.8750 PRO]ECT #:H14017 PLANS D= 60% TOTAL LENGTH TIP PROJECT B-4830 = 0.105 mi. 2012 STANDARD SPECIFICATIONS P.E. � �� 50 25 0 50 l00 T= 4% 'k ANDY YOUNG PE SIGII�ATURE: rr� � = 6 0 M P H RIGHT OF WA Y DA TE: PROJECT ENGINEER R OAD WA Y DESIG11l E1VGIIVEER � � V OCTOBER 22, 2015 � � PROFILE (HORIZONTAL) * (TTST 1%+ DUAL 3%) �' `� MICHAEL BURNS, EI ��, o� � PROJECT DESIGN ENGINEER / 0/,� �� p��Q 10 5 0 l0 2� FUNC. CLASS. RURAL MAJOR LETTI11lG DATE: — COLLECTOR OCTOBER 18, 2016 TONY HOUSER, P.E. PROFILE (VERTICAL) SUBREGIONAL TIER NCDOT CONTACT P.E. SIGNATURE: BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -x x x- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil �' '� Potential Contamination Area: Soil � � Known Contamination Area: Water '� '� Potential Contamination Area: Water � ��.�` Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° W Small Mine �' Foundation 0 Area Outline Cemetery fi Building School � Church -v Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S — Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream � -- --- Spring �-��_--� Wetland � Proposed Lateral, Tail, Head Ditch � FCON False Sump r��a �� _'� �� 9 �Jd"� ��_ ,�' �� \ � ��i' Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete 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 CSX TRANSPORTATION 0 MILEPOST 35 0 SWITCN � � � � Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � . W . W �\ � � W in� � '`�' �iI ,� c �� T �A, E E TDE PDE PUE TUE AUE � Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp �R Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal I�EGETATION.• Single Tree Single Shrub Hedge Woods Line � � Orchard Vi neya rd EXISTI11lG 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 Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard CONC J ��N� WW � }--- CONC HW � CB O s - -TC- - - TC - - - -T FO- - - - -T FO- - - T FO WATE R: 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 LOS D(S.U.E*) Above Ground Water Line TV: TV Ped esta I TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS 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 6(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.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information -W-- W A/G Water - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO - —�— — �— A/G Gas � O ss A/G Sanitary Sewer - - - -FSS- - - - - - FSS - - F55 • � 0 a 7UTL 0 UST 0 � m AATU R E.O.I. r C � � J � Nq � 8 N� �RID 3�NSRS 2007 BL-I �� ■ - TO NC 39 S UR VEY C01�TROL SHEET 8-4830 LOCA TI01�: BRIDGE 1�0. 20 O T�ER MOCCASI1�l CREE�� BEGIN T lP PROJECT —L — POT l2 +30000 ; .rt; ,.r-�: ;1-�: .,� : . r-, ,--, . . _ . . _ . . _ . . r, . � : . r �; .rz„-n; ;.,-�: : �-, . _ . . _ . . A11 tD APPR OA CHES 01� 1�C 9 7 � �u, -u, .-Lr �-. _ . �, _ -u _ _ _ NCDOT GPS STATION B4830-I �OCA�IZED PROJECT COORDINATES N=7587370966 E=22182370816 CONTROL DATA E��E� I NE POINT DESCo NORTH E�ST E�E��TION � ST�TION O�FSET ------------------------------------------------------------------------- B�1 B�-1 75�45406�37 2218q-2�o815� 225oa6 OUTSIDE PROJECT �IMI-1S B�2 B�-2 ��562o�`�6g 221��1og838 2240�� 14+66o7g 16018 �T �5�3 B� -�� 5�68g o 4� 14 221 �6� 1 0��35 23� 0 47 OUTS I DE PRO JECT � I M I T� BENCHMARK DATA ��x��*�X*�� BM1 E�EV�TION = 22�064' N 75��1 �3 E 221 g431 � ST�TION 12+3�0�� S 73°31'�5" W DIST 35503�' BENCH TIE SPIKE IN 2�" O�K ��*��*�*��*��*� x�� L��12 E�EV�T I ON = 218 0 56' N 7��22 E 221�1�7 � STRTION 1E+510�� 5�' RIGHI B�NCH TIE SPIKE IN 24" O�K *��*��*��*��* ��*��*��*** �M3 E�EV�TION - 231024' N �5�632 E 221 `�6�6 ��T�T I ON 12 + 3� o�� N 82 °�7' 47 " E D I ST �33 0�7' � BENCH TTE SPIKF IN 12" SWEETGUM � - �� ;��_�.n:��_n.� ------- -- — = � � � 1 N � B � ` BM-2 \ J � / � ✓ ✓f ^,� � � � f�.� -L - DATUM DESCRIPTION END T lP PROJECT —L — POT 17+85°00 X I X X– i I x �- �" " x X X X—�� B�L - 3 THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE P�ANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B4830-1" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 758737.966(ftl EASTING: 2218237.816(ft) ELEUATION: 239.318(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99991638 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B4830-1 " TO -L- STAT I ON 12+30. 00 I S N 34°53'31" E 933.80' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 NOTE: DRAWING NOT TO SCALE � :.��r. \� � N NOTES: NCDOT GPS STATION Bq830-2 �OCA�IZED PROJECT COORDINATES N=7599940629 E=22213q2o112 — •— TO SR 1166 � (BRANTLEY ROAD) NCDOT GPS STATION Bq830-3 �OCA�IZED PROJECT COORDINATES N=7600720235 E=22234230450 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS://CONNECT.NCDOT. GOU/RESO URCES/LOCATION/ THE FILES TO BE FOUND ARE AS FOLLOWS: B4830_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. O INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. 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OF TRANSPORTATION GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO � N D I V I S I O N O F H I G H W A Y S RAIL ON BRIDGE - SUB REGIONAL TIER W� RALEIGH, N.C. = 00 ' �' N `HJI��d� SJ�b'MHJIH �0 NOISI�Ia NOIldl�OdSN`d�ll �0 ' ld3a `dN I �0�b'� Hl�ION �0 31b1S T J H � � � � � 9�L z O � H � W � I I I 3dJll ` l I Nfl �IOH�Nb � I`d�Ia�Ibf1J S1I N� �IOH�Nb� 3�I�1��b1S �10� JN IM`d�la � I`dl3a HS I � JN3 � �„ \„ � ;; � ;; � � ao W J „9 -, L m m „�L � �� g�5� " g�l E � cW � � = V. 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OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. � � , � , ��j ,;� , / / ��BdI a`dn I..!�� I,.g�S� I � C3�--------� -- - � � O� � a a m � � a Q m \ H M 0 � � � O z � � O � J V � � � N � J- r� H c0 N � X I— OaC N \ O � M � ~ T�O T Z _ � x _ � �� O L.L � Y z O�C�U � � H O � W J m W � J (n H � LLJ�W I.LJOfn 0 � J O Q O O Q � I— I— I-- W fn Cn U J 00 O Q w � � � tn m W H W � � J � Z H � Q = H ��U�_I wwwwo 2 2 � = Z �-��n�a W � Z �� ' �� ' �1 : � � N � N ��8'� � T� I M � I ,�g�EZ �� GE ��g/� l �, �lE ��9%9 ENGLISH DETAIL DRAWING FOR STRUCTURE ANCHOR UNITS GUARDRAIL ANCHOR UNIT, TYPE III � � � � J wm � O O _ Qz Ha 0 � Q T I.L Q~ W y ma W W ''' z �� = J H Z W 1-'1 � ~ z V O W H N � �a � � W 3� W Q m � W F-1 _ F O � Z W � 1--1 H W tI� � M � O o� "' N w c�0 w� _ ��' C A R p� �i�� ,�� ,,.. .. ,,. /�. .. ��,:o�FSS�/�••.:-9 . �—'�'-� : �� : 1[�� T�°�° �7�1� ��° . • : :,�o�•�.G � NE. °:��oc ,,,, ��S•u i i�► e� `,• �� I °][`][�I�T ST EEL BEAM GUARDRAIL GUARDRAIL FACE4, _6' M/N SEE ROADWAY TYPICALS FOR � GUT T ER, CURB AND GUT T ER OR FlNISHED GRADE DET A/LS .��.�o �� . GEOT EXT lLE FOR ROCK PLAT /NG - EMBANKMENT l' CLEARANCE MlN SHOULDER OR BERM BREAK POINT f T OP OF SLOPEI l8' CLASS N SELECT MAT ER/AL �ABCI SEE GEOTEXTILE OVERLAP DETA/L .�lq�,,!,s/� ��F'Q ,� `� ��o �<< �� OOO��`°'°F s----. � �ln(�_ 2' T HICK RIPRAP ISEE NOTE 31 I l0' MAx ROCK PLATING DETAIL NO. 1- TYPICAL SECTION CONSTRUCTION LlMIT GROUND LINE SLOPE STAKE POINT � fTOP OF SLOPEJ GEOTEXTILE FOR ROCK PLAT lNG o��o'�ti �� '!'�o o �� o�� . ac�� q��'F,p � �� s ��0 `��lp.o Q��„� F EX/STING GROUND l8' OVERLAP MlN fTYPI SLOPE STAKE POINT AND CONSTRUCTION LlMIT lTOE OF SLOPEI GROUND LINE � TOP OF SLOPE � ROLL WIDTH � ST EEL BEAM GUARDRAIL SEE R0�4L�WAY TYPICALS FOR GUTTER,CURB AND GUTTER OR FlN/SHED GR,4DE DETAILS GEOT EXT /LE FOR ROCK PLAT lNG l T YPl � I � � — — — - 5' OVERLAP � MlN ITYPI . TOE OF SLOPE GEOTEXTILE OVERLAP DETAIL (PLAN VIEW) SEE GEOTEXTILE OVERLAP DETAIL 2' T HICK R/PRAP rSEE NOTE 3� SEE ROADWAY TYPICALS FOR t�ITCH DETAILS TOE OF ' SLOPE � DlTCH 4' - 6' � 0 � � � � ` � � � � � � I ROCK PLATING DETAIL NO. 3- TYPICAL SECTION NOTES: l. SEE ROADW AY PLANS AND SUMMARY SHEET S FOR ROCK PLAT /NG LOCAT /ONS. 2. FOR ST ANDARD ROCK PLAT ING, SEE SECT /ON 275 OF T HE ST ANDARD SPEC/FICAT IONS. 3. USE CLASS l. 2 OR B RIPRAP UNLESS REQUIRED OT HERWISE lN T HE ROADWAY SUMMARY SHEET S. GUARDRAIL FACEd� -�• ,uiti � � . GEOTEXT lLE FOR ROCK PLAT lNG - EMBANKMENT �� l' CLEARANCE M/N SHOULDER OR BERM BREAK POINT ITOP OF SLOPEI l8' CLASS lV SELECT MATERIAL IABCI 2' T HICK RIPRAP fSEE NOTE 3J SEE GEOTEXTILE OVERLAP DETAIL .�lq�,,!,�/� �J/�F'Q %'�� - ROCK PLATING DETAIL NO. 2- TYPICAL SECTION CONSTRUCTION LlMIT GROUND LINE SLOPE ST AKE POINT � (TOP OF SLOPEI GEOrExriLE FOR ROCK PLAT lNG o��'�y �� o ``��o ° ��°o '�� . ac�� 'F� � �0 � oo� �� O��q s�o,� ��o� F ExiSTiNG GROVND SEE GEOTEXTILE OVERLAP DETAIL 2' T HICK RIPRAP ISEE NOTE 31 SUBDRAIN COARSE AGGREGATE 6' DIA. PERFORAT ED SUBDRAIN P/PE SEE ROADWAY TYPICALS FOR GUTTER OR CURB AND GUT T ER, GUARDRAIL AND BERM DET AILS SLOPE ST AKE POINT fTOE OF SLOPEI CONSTRUCTION LlMIT /'��/1/ /A//'1 / /A/� TOE OF GUTTER SLOPE � 4' -6' MlN � ; �� o I � -� ��°�� °� STEEL BEAM GUARDRAIL. lF APPLICABLE GUT T ER � CURB AND GUT T ER e.-o � ....:_.._. BERM WIDTH �' CURB FACE ROCK PLATING DETAIL NO. 4- TYPICAL SECTION N Z 0 > W � �k SUMMARY OF EARTHWORK IN CUBIC YARDS Station Station Uncl. Embank. Borrow Waste Excav. +% -L- STA. 12+30.00 -L- STA. 14+78.88 (BR) 157 1090 933 S U BTOTAL: 157 1090 933 -L- STA. 15+86.13 (BR) -L- STA. 17+85.00 216 192 24 S U BTOTAL: 216 192 WASTE IN LIEU OF BORROW -24 -24 PROJECT TOTALS: 373 12s2 909 0 EST 5% TO REPLACE TOP SOIL ON BORROW PIT 45 GRAND TOTALS: 373 954 SAY: 400 1000 ESTIMATED UNDERCUT EXCAVATION =400 C.Y. ESTI MATED SELECT GRAN ULAR MATERIAL = 400 C.Y. EARTHWORK OUANTITIES ARE CALCULATED BY THE ROADWAY DESIGN UNIT. THESE EARTHWORK QUANTITIES ARE BASED lN PART ON SUBSURFACE DATA PROVIDED BY THE GEOTECHNICAL ENGINEERING UNIT. "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL TOTAL SHOULDER WIDTH = DISTANCE FROM mGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEI GUARDR,41L TO END OF GUARDR,41L W= TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDR,41L �� PAVEM ENT REMOVAL SUM MARY IN SQUARE YARDS SURVEY Station Station LOCATION ASPHALT ASPHALT CONCRETE CONCRETE LINE LT/RT/CL REMOVAL BREAKUP REMOVAL BREAKUP -L- 12+30.00 14+88.23 EXIST. ROAD 661 -L- 15+75.81 17+85.00 EXIST. ROAD 568 TOTAL: 1,229 SAY: 1,250 SHOULDER BERM GUTTER SUMMARY IN LINEAR FEET LINE Station Station LENGTH -L- (LT) 15+97.13 16+40.00 42.87 - L- ( RT) 15+97.13 16+65.00 67.87 TOTAL • 110. 74 SAY: 115 �APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION,BORROW EXCAVATION, FINE GRADING, CLEARING AND �RUBBING, AND REMOVAL OF EXISTIN� PAVEMENT WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING" GUARDRAIL SU1�71�7AR Y PROJECT REFERENCE NO �i�� SHEET NO. 38 -/ I�IE�I�]��N�l��' 1�1��N� �� N��;�:��N G= GATING IMPACT ATTENUATOR TY PE 350 NG = NON-GATING IMPACT ATTENUATOR TY PE 350 IM PACT "N" SINGLE REMOVE & LENGTH WARRANT POINT TOTAL FLARE LENGTH W ANCHORS ATTENUATOR REMOVE SURVEY DIST. FACED STOCKPILE LINE BEG. STA. END STA. LOCATION FROM SHOUL TYPE350 CONCRETE �ISTING �ISTING REMARKS SHOP DOUBLE APPROACH TRAILING WIDTH APPROACH TRAILING APPROACH TRAILING XI GRAU VI GUARDRAIL STRAIGHT CURVED FACED END END E.O.L. END END END END MOD TYPE III 350 M-350 XIII CAT-1 MOD BIC G NG BARRIER GUARDRAIL -L- 13+78.88 14+78.88 (BR) LT 100 14+78.88 4'-5" 9' S0 1 1 1 TL-3 -L- 13+78.88 14+78.88 (BR) RT 100 14+78.88 4'-5" 9' S0 1 1 1 TL-3 -L- 15+86.13 (BR) 16+98.63 LT 112.5 15+86.13 4'-5" 9' S0 1 1 1 TL-3 -L- 15+86.13 (BR) 17+23.63 RT 137.5 15+86.13 4'-5" 9' S0 1 1 1 TL-3 SU BTOTAL: 450 LESS ANCHOR DEDUCTIONS: TYPE III (4 @ 18.75') -75 GRAU-350 TL-3 (4 @ 50') -200 TOTAL: 175 4 4 SAY: 200 ADDITIONAL GUARDRAIL POSTS = 5 EA N � N > w � DETAIL 1 TOE PROTECTION ( Not to Scale) a;,�e< F� Natural .y��°`�S�°pe Ground b � ELEV =223.5' b= 2.0 Ft. Geotextile Type of Liner= CLASS II RIP RAP FROM STA. 12 + 50 TO STA. 14 + 00 -L- RT FROM STA. 12 + 50 TO STA. 14 + 00 -L- LT FROM STA. 16 + 50 TO STA. 17 + 20 -L- RT FROM STA. 16 + 50 TO STA. 17 + 20 -L- LT O O + O O O rt O 0 � � 0 � � � � � � � BL-I � � �r�-c�' _ BE�IN T lP PROJECT B-4830 —L — POT ST A. l2 +30.00 TOE PROTECTION SEE DETAIL 1 EST 300 TONS EST 320 SY GEOTEXTILE -L - +30 50' LT. & EXIST. R/W � � � � � wo�s � � � � ` � � � � � � � � � � - � � � � � � �° -� \ - — — — — — — —EXisTIid6.P�cW— —9�M— — � T� � F/ NTERLWE OF y�i - - . - � ��, _:;s , o. 1 �'o� ��„� , E =30� O YP) � + Nc 9� 20'-26� E N 79° 32' 22.1" E � o o� W o 0 — — — — . _ i r G — — — — — — _ — — — — — — — — — — — — —T FO— _ — — �- — — — — — — — — � � r _ LB — _ � I — — ` EXISTIN R-tW� _ — — — — � � � � � � � � � � � � � � 50' TAPER BM tt I � � � � � -� � LT. & RT. � � -L - +30 % � � -� 50' RT. & � � � '� � � MC Com�nunications ��r � �c,e� Ir �c��°y EXIST.R/W �� f; �o- ``�G \��, '<�`'G T��c � O � � \ BEGIN BRIDGE -L - Sta. l4 f78.88 BEGIN APPROACH SLAB -L - Sta.14+67.88 VAR, PS GRAU-350 TL-3 ,e e e , ' � N O � O VAR, PS GRAU-350 TL-3 O + � � TYPE-I I I TYPE-III END APPROACH SLAB -L - Sta. l5 +97.13 END BRIDGE -L - Sta. l5 f86.13 � i � O + � � END —� SBG +40 YPE-I I I � � -L - +50 60' & 50' LT. ROCK PLATE -L- +7 FILL SLOPE TO SP 60' & 5l FROM -L- STA. 14 + 00 E TO STA. 14 + 71 RT & LT - , SEE SHEET 2G-1, DETAIL 2 , 2' FDPS —L — 2' FOPS r-. E -L - +75 60' & 50' -L - +50 60' & 50' RT. � TOE PROTECTION SEE DETAIL 1 EST 315 TONS EST 340 SY GEOTEXTILE O O + � � - VAR, PS GRAU-350 TL-3 e � O O TYPE-III GRAU-350 TL-3 END SBG + 65 VAR, PS PAVEMENT —BRID�E RELATIONSHIP SKETCH (NOT TO SCALE) O O rt � � � � TB 2G1 TB 2G1 � ROCK PLATE FILL SLOPE TO SP FROM -L- STA. 15 + 94 TO STA. 16 + 50 RT & LT SEE SHEET 2G-1, DETAIL 2 15" RC P-IV CLASS B RIP RAP EST 1 TON EST 5 SY GEOTEXTILE 15" W/ELBOWS -L - +25 60' & 50' LT. o � E 0403 E * RC P-I V N �E J ��, � BM �� 9 �9_ �� ; � `s9- �9" <"� 5� �S� `� � _ 10,�4� � �� s 1�GS 145 DRD N NCH MARK � � �ISK IN TOP OF ��, s y WINGWALL � � 9 �' 'PED ELV= 226000' � `� % qF_D FI_V- ��,�R' � � � � n ' N 7 N � G —� W � C" -G - � L �IV I I_f�LIIvC Vi rn - � � I� (�ill IG,�TY � �� `�da'�. TB 2GI M ^ �o Q N �Q� z tn Z TOE PROTECTION SEE DETAIL 1 EST 150 TONS EST 160 SY GEOTEXTILE -L- +85 50' LT. & Exisr. Riw / �� k W O END T lP PROJECT B-4830 —L— POT STA./7+85.00 -W � �Y� � � t - O O � O N X '—X PROJECT REFERENCE NO B -4830 ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER If�lf�l�][s][iD'lI][I�T�]I$�' l[��,�I�TS IDS9 N�7C iIT�IE ��➢ ��N�'JC1E8vC°1CI�DN Firm License No. CQO51 421 Fayet[eville St, I� NC FIRM LICF.NSF. No: F-1148 . Suite 400 ' � J 1151 SG Cary Parkway, Suite 101 Raleigh, NC 27601 Cary, NC 27518 T 919.380.8750 �� 919)557-0929 wwwstewartinc.com � ECOLOGICAL S T E WA R T I�ENGINEERING 149,89' TIMOTHY JOE HIJFFMAN DB IOii PG 379 _X_u � BL-3 97 20'-26' BST —T FO ' — iU1L - — . - — — rU i L —'- �I]fiC— 8' F — — — — — — — — — —T FO — — — — — —? TL— — — — — —T FO— — — — — — ' � — _ — — — —T FO— '— —. . — — — — — — — — — — — — � E IN \W � � r�-�_r�-, �-r'� rr?��'-��-r'ti�_s; � � , � � \� E 50' TAPER LT & RT '� � � w000s BM �3 � -� - +3.5 � ,� ,� \ �, 60' & 50' RT. � � TOE PROTECTION � -L- +85 ,f, _+�� SEE DETAIL 1 50' RT.& -' '& 50' RT. EST 125 TONS EXIST.R/W ��I !'�mmunica ' EST 135 SY GEOTEXTILE -15" W/ELBOWS - CLASS B RIP RAP EST 1 TON EST 5 SY GEOTEXTILE O END BENT EXCAVATION SEE STRUCTURE PLANS (STRUCTURE PAY ITEMI FOR -L - PROFILE, SEE SHEET 5 0 PROPOSED PAVED SHOULDER FOR STRUCTURE PLANS,SEE SHEETS S-ITHRU S-? � i L_ , I I_ _ I I I I I I I I I I I I � ! I I I I_ I � 1 I 1 � i i g T � _ � I I � I I I I I I I I I I I I: I I: I I I: I I � � � I � � � . PROJECT REFERENCE NO. SHEET NO. � � l . l 1 � ---�---- -- ---- — --- ---- --- . _— __ _ .------- -------------- ------�---J-- --- --- — — _. . �-- —�-- —�-- — — -- J-- —__-i___-- ------ —___�----- -----_ __-------: . . — _. _�-- __- . . __. — . _�-- . . --- ---- ,� � �� B-4830 5 �� _ � � I I I i I I ROADWAY DESIGN HYDRAULICS L� I i i i I I i; I i ENGINEER ENGINEER I i I. �I I I I � ! ii i II I II i li I I I � i i � i. � i ��1��T �i�' ]��,�� I I I - � - IDS9 N�7C iIT�IE ��➢ ��N�'JC1E8vC°1CI�DN I I I 1 I II I I II II I I I I� � � I I I I: ii iii iiii � -- II I -! i� i I I �, i I I I i 'i i ii�! �I �i � I I I °_ _ I I I i i i i I I I �i i!ii i ii l i i Firm License No. CQO51 I I I _ _ � ' . . i � ' ' ' ' . . � . � ' ' . . - 421 Fayet[eville St, I NC FIRM LICF.NSF. No: F-1148 � � � . . � � � I I I � � � � � I � � I I I � � Suite 400 1151 SG Cary Parkway, Suite 101 I I I � I � I I � I Ralei h, NC 27601 Car , NC 27518 �� T 919.380.8750 �� 919)557-0929 � � � wwwstewartinc.com I I i i, ! � � � S T E WA R T I�I EN�IN�EEIRING _ � ; i i i ' � �. � � : _ _ � . _ _ -- — — — — i i i _ � . �_ � , —_ I I I � , _ �_ ��iii iiii iill ill�i Ilii iii� _ . , ,_ _ __ _ I I I : i _. .-- - -- - - _ _ _ , - - - I I I _ _ __ . , _ , __ _ - - - - - -- - - - r.�. _ _ - - - - - - - - -- - - - I I I _ : - -- _ . _ _ , _ _ _ _ _ _ _ _ _ _ -- - - - - - - -- I I I : _ _ _ , _ , _ _ - - - -- __ _ I I I ;_: i - _ `_ i _ �i ; - _I - - - - -- - � _� _ � _ _ _ __ _I ; . _ I - - --- _ l . . _ . . r-�-. _I _ i i i i . �_ -- �- � '' - - - . , - - - - - - _- -- - __ _ - - I I I �I _ - _ - _ _ - � _ _ _ _ _ -- - - - �: _ - - - - _ _ _ _� i .� i - - I I I _ _ - , -, :� � Ii _I _ i __ _ - - I I I _ _ - -_ . - - _ . . . �-.. , , , �- - - -- - II I : _ __ _. _ _._ _ . _ _ ., _ __ _ - - - - - - - - - _ , _ _ - - - - - - - - - - - r.�. � - - _ _ _ _ . ; _ _ -- - - -- - - _ _ _ _ _ - - _ _ - - . _ _ -- i -- I I I - _,� . , , _ . . -�,-� I li I I I I I �_ � _ - _. _I - i � i i � i i i � � _ � :i ii _i_ I I I " j „ - _ _ _ _ _ ., _ - _ _ _ - - - -- -- �� , ." I- I I I : _ _ _ _ __ _ _ _ . �_ I�-� - - - - -- - -- -- - - - I I I _ _ _ _ _, - -i II_._; L - -- - - - -- _ - - - _ - - - - _ _ _._. _ _ _� -- _ _ _ _ _ - - - - - - I.,: _ I I I : ----__ _ - - - - -. _ - _._ - _ - -.- __ . _.— I - - -- -- - --- - -- -- --- -_ _ I I I l u I I I I _ _ _ _ _ _ , _ , i _ ,_ �- - I � � � , � I I � � - - - - - - - - - I I I . ----- - _ . _ _ _ _ _ __ .__ _ _ _ . _ _ _ - _:I _. _ - - -- - - - - - - - - - _--- - - _ _ _ _ _ _ _ _ i i _ - - -� _ _ . - - - -. I I I : L i i i I' I_I_I_I _I_I_I_I_ _I_I_I_I_ i ! -- I cn I I I �_cLQ _ - i i i - i i i i i i i ___ g M # 3 -- i i _� Z I I I � i i BM #2 i i Q I I I : --I BM #I : : CL STA 15+32.5 -L- -- TA I+ I (' RT) -_ FROM -L- STA 12+30 _ L S 6 5 000 59 e , „ , � III ii � � � ' t 7 _ ' '' ' �� _-_ N 82 07 47 E Dis a 933a0 - I I I -- �� v> I@105 39 BOX BEAM j FROM -L- STA 12+30 � i BENCH TIE SPIKE IN 24 OAK i W I I I I� ! . — f — W/4' CAPS = __ BENCH TIE SPIKE IN 12" SWEETGUM �i � S 73°31' 05" W Diste 355e39' - Pl — lJ' 9�.00 — ELEV 218056' __ ELEV = 231e24' � I I I I �_ BENCH TIE SPIKE IN 20" OAK i i i i i = ' - � � I I I I I I I I - ELEV = 220e64' i i ! � VC 507..3/ GP 226.66� I_ 250 ! ! � --- � _ � � _ � – -- : - 250 - __ ___ __ _ _ _ - i i i - � ��'�� K I _ ,.,._—_ __— , � � i � I_ _ � i � � I I I j __ � , _ — K = l59 --- -- — I I I - � li i � - � � ' � � � � - � �_��_ �� - - � � � � � � i i i � 8EGll� �RAD� E __�_�, �_��_ �_�� E D—�'�IDG _ � � , i i i � ' , _ — � � � � : -- � �� ' �, � _� � __ A. _l5 f86.: i _ � _ � _ i i i —L - ST A. l2 3Q.Q � � 22�.54 _ _ _ _ L — S ___ ___ i i i I , — , : :�� , , : � — _ i i i �Q — �. �4 +78.88 T+ � � � � � � � i � � i � i � � � i _L _�_�RAD�: � � _ ��:-- � � � � � � �._ � � � —� — �A. l7 +85.00 � — I I I � : : : i � � i i � i_ i � � � �� , - i i i ' " �� : � � � � �: EL.=22�.4� �_ � i i � � � — : �� .— � � — ---=— , � i i i � _ :: �� 230 �� _ , _,� �, ,-�-� � � � II I - - � i � _ . . _�.___,�_.�_ ___._ _ �o _ -i � _ i � � _ `� _ - � I i I I I � i : i �i I" +)CT 32/ -i--��i�� . 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Q �. .� � � i � i� �� i� ��i � I _ I � �_ 2 � � I I I - �� _ � �� __. i I I I I i i i i i i i i i �l � � � i � � I I l lli �ll �,� II � i I __ i I I I - - I I I i i i i i_�_i__ �ii�� _. 1 -- CLqSS ll R1P RAP I I I _ I�MWS �� ii i, I I I ` i � i SEE STRUCTURE PLANS I I I—�.� Q :._ � i --- I� _: I I -- �� = I . ' I - � ; (STRUCTURE PAY ITEM)� Q� I I I i - - - - - - -- - -ii --- --- --- ._ � _ -- �- ' : :��-�� : ' : I I I � , � ' i i � i i ! � � V I I li I __ _ I 1 . I I I I ; I, I� i END BENT EXCAVATION I I I � -I --- i � SEE STRUCTURE PLANS i i i— :� BRIDGE HYDRAULIC DAT A -- ' i rsTRucTURE Par �TEM� :- --- � � i i i _ — --- � � � ! � � � � e i i i . j �', _ --_ �I % , i i i , DESIGN DISCHARGE 5560 CFS ; _ _ _ _ _ _ ._ _ ; � �_ � FOR L PLAN VIEW, SEE SHEET 4 .__ ____ _.____ � i i i DESIGN FREQUENCY = 50 YR -- . i i i ; _II D E S I G N H W E L E V A T I O N = 2 2/0 0 F T _ � °— BASE DISCHARGE = 7230 CFS � � ,_ � FOR ST RUCT URE PLANS, SEE SHEET S S—1 T HRU S—. - BASE FREQUENCY = l00 YR = i — - . . - � 'r BASE HW ELEVATION — 222,59 FT I � i , _ -, � _____ _ ____ ___ � OVERTOPPING DISCHARGE _ 10224 CFS __._-------____ __._ __._____ _____ __ _.________ � OV ERT OPPING FREQUENCY= 500 — YR ' ' '' � v_i II�� OV ERT OPPIN� ELEV AT lON = 225a5 FT — � { i EST IMAT ED NORMAL = 2/209 FT - —I WATER SURFACE ELEV, � �� _�i �� DATE OF SURVEY = l2/09/20/4 � �: t_ � : : � � ' WeSo ELEVATION �� AT DAT E OF SURV EY = 2/209 FT : ; n. ! � � � — — . 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