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Home My WebLink About20161131 Ver 1_B-5345 Guilford November 15 2016_20161116t', PAT McCR�RY Governar NICHOLAS J. TEt'�1NYSON se�rerary iTTQIlSFJ01'tR �'[OT! November 15, 2016 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. David Bailey NCDOT Division 7 Project Coordinator SUBJECT: Application for Section 404 Nationwide Permit No. 3, Section 401 Water Quality Certification, and Jordan Lake Riparian Buffer Certification for the replacement of Bridge No. 456 over Brush Creek on SR 2136 (Fleming Road), Division 7, Guilford County, North Carolina. Federal Aid Project No. BRSTP — 2136 (5), TIP Project No. B-5345. Debit $240.00 from WBS 46059.1.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 456 over Brush Creek on SR 2136 (Fleming Road) in Guilford County. The project will consist of replacing the existing three-span, 75-foot structure with a one-span, 85-foot structure on the existing alignment. An on-site detour will be employed. Proposed stream and wetland impacts on the L-line of the project include 52 linear feet (ft.) of temporary stream impacts due to causeway placement; 21 linear ft. of permanent impacts and 10 linear ft. of temporary impacts due to bank stabilization; and 0.01 ac. of inechanized clearing in wetlands. Proposed stream and wetland impacts associated with the on-site detour include 16 linear ft. of permanent impacts and 10 linear ft. of temporary impacts due to bank stabilization; 0.18 ac. of permanent fill in wetlands; and 0.04 ac. of inechanized clearing in wetlands. Proposed buffer impacts include Bridge impacts totaling 5,387 square ft. in Zone 1 and 1,203 square ft. in Zone 2; Road Crossing impacts totaling 1,902 square ft. in Zone 1 and 3,008 square ft. in Zone 2; and Impacts Other Than Road Crossings totaling 263 square ft. in Zone 1. Please find enclosed the Pre-Construction Notification; N.C. Division of Mitigation Services (DMS) mitigation acceptance letter; Permittee Responsible Mitigation Plan to offset mitigable permanent wetland impacts; Stormwater Management Plan; permit drawings; buffer drawings; and roadway plans for the subject project. A Categorical Exclusion (CE) was completed for this project in November 2015. �Nothing Campares� State of North Cazolina � Department of Transpor[ation I PDEA-Natural Emironment Section 1020 Birch Ridge Drive, Raleigh, NC 27610 � 1598 Mail Service Center, Raleigh, NC 27699-1598 919 707 6000 T � 919 212 5785 F The proposed let date for this project is June 20, 2017, with a let review date of May 2, 2017. However, the let date may advance as additional funds become available. A copy of this permit application will be posted on the NCDOT Website at https��/com�ect ncdot S7ovireso�u�ces,Fnviroa�mentallPa<res/default.aspx, under Quick Links > Permit Applications. A copy of the CE is also available at the above website address under Quick Links > Environmental Documents. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Jim Mason at either jsmason@ncdot.gov or (919) 707-6136. Sincerely, �� Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List B-5345 Permit Application Page 2 of 2 o`'�� W A r�RQG � r � � a � � , , , � o -c Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge No. 456 over Brush Creek on SR 2136 (Fleming Road) 2b. County: Guilford 2c. Nearest municipality / town: Greensboro 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5345 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgenUConsultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 36.140239 Longitude: - 79.913884 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 2.17 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Brush Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS-III, NSW 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Fleming Rd is classified as a Rural Major Collector in the Statewide Functional Classification System and is not a National Highway System Route. Land use within the vicinity primarily consists of forested land and medium density residential. 3b. List the total estimated acreage of all existing wetlands on the property: 0.23 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 213 linear feet (Brush Creek and a UT of Brush Creek [SB]) 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge 3e. Describe the overall project in detail, including the type of equipment to be used: The project will consist of replacing the existing three-span, 75-foot structure with a one-span, 85-foot structure on the existing alignment. An on-site detour will be employed. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown Comments: Site visit on April 10, 2012 by Thomas Brown (USACE); no JD issued. 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: Michael Baker Engineering Name (if known): Dwayne Huneycutt Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): � Wetlands � Streams - tributaries � Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem ora T Site 2� P❑ T Perm. Fill gottomland Hardwood Forest � Yes � Corps 0.08 (Wetland WD)I ❑ No ❑ DWQ Site 2� P❑ T Mech. Clearing gottomland Hardwood Forest � Yes � Corps <0.01 (Wetland WD)I ❑ No ❑ DWQ Site 3� P❑ T Perm. Fill gottomland Hardwood Forest � Yes � Corps 0.10 (Wetland WB)I ❑ No ❑ DWQ Site 3� P❑ T Mech. Clearing gottomland Hardwood Forest � Yes � Corps 0.03 (Wetland WB)I ❑ No ❑ DWQ Site 4� P❑ T Mech. Clearing gottomland Hardwood Forest � Yes � Corps 0.01 (Wetland WC)I ❑ No ❑ DWQ Site 5� P❑ T Mech. Clearing gottomland Hardwood Forest � Yes � Corps <0.01 (Wetland WA)I ❑ No ❑ DWQ 2g. Total wetland impacts 0.23 ac Perm. 0 ac Temp. 2h. Comments: Rounded totals are sum of actual impacts. Sites 2 and 3 are associated with the on-site detour. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermitte (Corps - width Temporary (T) nt (INT)? 404, 10 (feet) DWQ — non-404, other) Temp. Fill � PER � Corps Site 1❑ P� T (Causeways Brush Creek 25 52 #1 and #2) ❑ INT ❑ DWQ Bank Site 1� P❑ T Stabilization Brush Creek � PER � Corps 25 16 (DET.) ❑ INT ❑ DWQ Temp. Bank Site 1❑ P� T Stabil. Impacts Brush Creek � PER � Corps 25 10 (DET.) ❑ INT ❑ DWQ Site 1� P❑ T Bank Brush Creek � PER � Corps 25 21 Stabilization ❑ INT ❑ DWQ Site 1❑ P� T Temp. Bank Brush Creek � PER � Corps 25 10 Stabil. Impacts ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 37 ft. Perm. 72 ft Temp. 3i. Comments: Total area of temporary causeway impacts is 0.04 acres. Causeway #1 blocks more than 50% of the channel. Therefore, 1@ 30" temporary pipe to be installed with causeway to help convey the average daily flow. Causeways #1 and #2 should not be in place at the same time. There is an overlap in impact area between the causeways. However, the Total Temporary Surface Water Impacts remain 0.04 acres due to the minimal overlap area. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T O ❑P❑T O ❑P❑T O ❑P❑T O ❑P❑T 4f. Total open water impacts 0 ac Permanent 0 ac Temporary 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Pond ID Proposed use or Flo number purpose of pond Flo�ode Filled Excavated od Filled Excavated Flooded ed P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico � Other: Jordan Lake Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Permanent (P) or Reason for Buffer mitigation Zone 1 impact Zone 2 impact Tem ora T im act Stream name re uired? s uare feet s uare feet Site 1� P❑ T Bridge Brush Creek � Nas 5,387 1,203 Site 1� P❑ T C oss ng Brush Creek � NoS 1,902 3,008 I m pacts Site 2� P❑ T Other Than grush Creek � NoS 263 0 Road Crossings Site ❑ P ❑ T ❑ Yes ❑ No ❑ Yes Site ❑ P ❑ T ❑ No 6h. Total bufFer impacts 7,552 4,211 6i. Comments: For impacts associated with Site 1, there are Wetlands in Buffers totaling 155 square feet in Zone 1 and 0 square feet in Zone 2 within the Bridge buffer impacts. For impacts associated with Site 1, there are Wetlands in Buffers totaling 158 square feet in Zone 1 and 1,862 square feet in Zone 2 within the Road Crossing buffer impacts. For impacts associated with Site 2, there are 115 square feet of Wetlands in Buffers in Zone 1. The wetland impact supecedes the buffer impact and will be counted in the wetland mitigation. Therefore, only 148 square feet on Zone 1 impacts at Site 2 will be considered for mitigation. 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 10 feet longer than the existing bridge; Standard V ditches, Lateral V ditches,and Special Cut ditches will be employed on the detour for stormwater management; Lateral V ditches and a grassed swale will be employed on the L-line; bank stabilization will be installed where one of the V ditches ties into Brush Creek on the detour and where the grassed swale ties into the creek on the L-line to prevent scouring and erosion; no additional permanent fill will occur in Brush Creek. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Due to the project's location within the Jordan Lake Watershed, Design Standards in Sensitive Watersheds will be employed; NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the Protection of Surface Waters will be employed. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory � Yes ❑ No Mitigation for impacts to Waters of the U.S. or Waters of the State? If no, explain: 2b. If yes, mitigation is required by (check all that � DWQ � Corps apply): ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program � Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is � Yes attached. 4b. Stream mitigation requested: 0 linear feet 4c. If using stream mitigation, stream ❑ warm ❑ cool ❑cold temperature: 4d. Buffer mitigation requested (DWQ only): For 148 square feet of Zone 1 impacts 4e. Riparian wetland mitigation requested: For 0.23 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: DMS letter covers the mitigation required for impacts to 148 square ft of Zone 1 buffers. 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. Please see the attached Permittee Responsible Mitigation Plan to offset impacts to 0.23 acres of riparian wetland impacts. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that � Yes ❑ No requires buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Reason for impact Total Multiplier Required mitigation Zone impact (square feet) (square feet Impacts Other Zone 1 Than Road 148 3(2 for Catawba) 444 Crossings Zone 2 --- 0 1.5 0 6f. Total buffer mitigation required: 444 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). Payment to in-lieu fee fund (DMS). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. � Yes ❑ No Comments: Please see attached permit drawings 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Please see attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes � No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? � Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NC Natural Heritage Program data, USFWS website, NCDOT field surveys; No habitat present for small whorled pogonia; no impact to bald eagle; the northern long-eared bat (NLEB) is covered by the Programmatic Biological Opinion for Divisions 1 through 8. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps � Philip S. Harris III, P.E., C.P.M. � _ /� /S�- Zt� /G a.--:.---_..--_.__.._._ -.. Applicant/AgenYs Printed Name �''r Date Applicant/Agent's Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 Miiigatfan Services ENVfRONNENFAt f?U,4L17Y November 14, 2016 Mr. Philip S. Harris, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: EEP Mitigation Acceptance Letter: PA"I' MGCRORY DONALD R. VAN DER VAART B-5345, Replace Bridge No. 456 over Brush Creek on SR 2136, Division 7, Guilford County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the buffer mitigation for the subject project. Based on the information supplied by you on November 9, 2016, the buffer unpacts are located in CUs 03030002 of the Cape Fear River basin in the (�'An+r,�l D;v�,..., ...+ !nT)� r. �_ n • , �--�- � _ ... ..:ri.� �va � i,�,v-i�G�iVil� tl1lU i11C [LS 1U11UWS: Stream g�ver CU Eco- Stream Wetlands Rparian Buffer and Basin Locatlon Re ion Zone 1 Zone 2 Wetlands g Cold Cool Warm Yiipsrian Non- Caastal Ripar3an Mxrsh unpacts F� 03030002 CP 0 0 0 0 0 0 148 All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for TIP Number B-5345. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Program. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. State of North Carolina Environmental Qua]ity � Miti�tion Services 1652 Mail Service Center � 21? W. Jones Street, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T Mr. Harris October 14, 2016 Page Two NCDOT B-5345 If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, Jam s . Stanfill DM redit Managernent Supervisor Cc: Mr. David Bailey, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources File: B-5345 Bryan Boulevard Mitigation Site ONEID 041-006 The Bryan Boulevard Mitigation Site is located in Guilford County within the USGS hydrologic unit 03030002 of the Cape Fear River. NCDOT acquired the 23.93 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP U-0608. Monitoring require�nents were perforined from 1996 to 2000 and the site was closed out in 2003. 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 03030002. Tables 2-4 indicate all mitigation debits that have occurred per regulatory agency approval. In order to offset unavoidable impacts associated with B-5345, NCDOT will be debiting 0.23 acres of Riparian wetland restoration from the Bryan Blvd mitigation site. Tablel. Mitigation Quantities Approved HUC � Mitigation Type 3030002 Riparian Wetland Restoration (Ac.) 3030002—� Riparian Wetland Enhancement (Ac.) 3030002 I Riparian Wetland Creation (Ac.) Table 2. Mitigation Debits — Riparian Wetland Restoration Mitigation Type Riparian Wetland Restoration I Riparian Wetland Restoration I Riparian Wetland Restoration Debit Amount (Ac) � Status 1 � Close Out 0.34 Close Out 0.23 � Close Out Table 3. Mitigation Debits — Riparian Wetland Enhancement Mitigation Type Riparian Wetland Enhancement Starting Amount (Ac) 3.8 1.9 24 Additional Notes NO CREDIT REMAINING NO CREDIT REMAINING Site TIP � Action ID# � NOTES U-608 199100369� U-5538 2013-01456I AICDZ B-5345 � � � Debit Amount (Ac) � Status � Site TIP � 1.9 Close Out U-608 Table 4. Mitigation Debits — Riparian Wetland Creation Action ID# 199100369 NOTES Mitigation Type � Debit Amount (Ac) � Status � Site TIP � Action ID# � NOTES Riparian Wetland Creation I 24 � Close Out I U-608 I 199100369 � � �, North Carolina Department of Transportation �\ High�n a� '`� Ston7lwater Highway Stormwater Program � STORMWATER MANAGEMENT PLAN (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 46059.1.1 TIP No.: B-5345 County(ies): Guilford Page 1 of 3 General Project Information WBS Element: 46059.1.1 TIP Number: B-5345 Project Type: Bridge Replacement Date: 5/11/2016 NCDOT Contact: Christopher Lewis, PE Contractor I Designer: Kimley-Horn & Associates Address: NCDOT Hydraulics Unit Address: 421 Fayetteville Street 1020 Birch Ridge Drive Suite 600 Raleigh, NC 27610 Raleigh, NC 27601 Phone: 919-707-6714 Phone: 919-677-2153 Email: crlewis2@ncdot.gov Email: jason.lawing@kimley-horn.com CitylTown: Greensboro County(ies): Guilford River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Len th lin. miles or feet): 0.14 miles Surroundin Land Use: Rural Proposed Project Existing Site Project Built-Upon Area (ac.) 0.6 ac. 0.4 ac. Typical Cross Section Description: 2@ 12' wide lanes with typical 4' paved shoulders and side slopes that vary from 2:1 to 2@ 12' wide lanes with grass shoulders 3:1 and lateral ditches with 3:1 front slopes and 3:1 back slopes. Annual Avg Daily Traffic (vehlhr/day): Design/Future: 9900 Year: 2040 Existin : 6450 Year: 2017 General Project Narrative: Replacement of Bridge No. 400456 on SR 2136 (Fleming Road) in Guilford County. The existing bridge, overall length (OAL) = 75' and width = 25', will be replaced with a (Description of Minimization of Water bridge having an OAL = 85' and width of 42'. The new bridge is wider than the existing bridge to provide the required shoulders necessary for roadway and drainage. The Quality Impacts) roadway is being widened to provide the minimum lanes for safe travel. A detour bridge, overall length 65' and width 28.5', will be constructed east of the existing/proposed bridge. This bridge will be removed and area allowed to re-vegetate once the primary bridge has been replaced. Roadside ditches that were affected due to the detour and mainline fill slopes were replaced in kind. No new roadside ditches were introduced as part of this project. Wetlands on the left (west) side of the roadway should only have a minimal impact. No fill or excavation is anticipated in these wetlands. There are small areas of the wetlands that are located within the proposed PDE. Mechanized clearing has been shown in these areas as a worst case scenario, but ultimately impacts are not anticipated. Wetlands on the right (east) side of the roadway will be impacted due to the detour. The detour roadway embankment will be graded back down to natural ground elevation after the proposed bridge is constructed. This will provide an environment for the wetlands to potentially re-establish over time. Rip rap is placed on the bridge sloping abutments to act as slope stabilization and prevent erosion. Runoff from the bridge is captured on the low side of the bridge in shoulder berm gutter and traffic bearing 2GI's on either side of the road in the roadway sag. The system is designed to outfall outside of buffer zone 2 in the area of an existing wetland that will be disturbed by the detour. Once this wetland is allowed to re-establish it will provide treatment for the system outfall. The roadside ditch on the begin bridge right side that is being replaced due to the detour impacts is being replaced as a grass swale. This ditch will treat the additional impervious area from the paved shoulder on the begin bridge right side. The velocity of the swale entering the wetland is less than 2.0 fps. Waterbody Information Surface Water Body (1): Brush Creek NCDWR Stream Index No.: 16-11-4-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III (WS-III) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SA Buffer Rules in Effect: Jordan Lake Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Hlgh��'�lV North Carolina Department of Transportation � St�nilwater � � ,,,.,,.�„ Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN -' (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 46059.1.1 TIP No.: B-5345 County(ies): Guilford Page 2 of 3 Additional Waterbody Information Surface Water Body (2): Unnamed Tributaryto Brush Creek NCDWR Stream Index No.: N/A NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III (WS-III) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SB Buffer Rules in Effect: Jordan Lake Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Hi� hWa North Carolina Department of Transportation �� St(�YC 1waYe1' , ,,.,�.,� Highway Stormwater Program STORMWATER MANAGEMENT PLAN "" (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 46059.1.1 TIP No.: B-5345 County(ies : Guilford Page 3 of 3 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 4 -L- 13+56 RT (1)Brush 0.0 3.0 3.0 0.7 71 317 0.80% 1.4 1.7 1.8 1.9 No Yes -L- 16+47.50 RT Creek Additional Comments See Sheet 9A For Index of Sheets See Sreet 1 B For Conventlonol Symbols See Sheet 9C-1 for Surey Control Sheet � 0 0 \ —. �o � Z N ti U TO JOSEPH M BRYAN BLVD �� 111 �Y �� 1lJllJll�� V�`Y � Jl � G UILF�RD CD U1�T�' LOCATION: BRIDGE N0.456 OVER BRUSH CREEK ON SR 2136 (FLEMING ROAD) TYPE OF W�RK GRADING, DRAINAGE, PAVING, A11tD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TIP PROJECT 8-5345 -L- Sta. 12 + 78.62 BRUSH `, CREEK 1\ SITE 4 ''�i', - , SITE 1 � � :-.-�a o�� SITE 2 -L- Sta. 16 + 10 +/- BRASS EAGLE LOOP RD (SR 3227) TH�S PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENSBORO *DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE AND ASSOCIATED NIGHTTIME STOPPING SIGHT DISTANCE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II �SITE 5 -L- FLEMING ROAD (SR 2136) 1''� �SITE 3 I �� END BRIDGE II rL— Sta. 16 + 95 +/— %, � -L- Sta. 20+18.63 R\DG� �O t� p��PSPNj PERMIT DRAW�NG SHEET 1 OF 15 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley>>>Horn �DRAULICS ENGINEER PLAIYS PREAARED FOR ADT 2017 = 6450 vpd THE NCDOT BY: °"" 50 25 0 50 700 ADT 2040 = 9900 vpd " �� '�� K = »°io LENGTH ROADWAY TIP PROJECT B-5345 = 0.124 MILES 1012STRNDARD SpE�,F.�,,TroNs �e� �'�� PLANS D = bO% ]EFFREY W. MOORE, P.E. P.E. � ° LENGTH STRUCTURE TIP PROIECT B-5345 = 0.016 MILES rao�Ecr F,vc�uFsx SrcxArt�Re: T = 3 /a* �' ' 50 25 0 50 100 V = 50 MPH RIGHT OF WAY DATE: ROADWAY DESIGN F.NGINF..ER ��° a VDET = 40 MPH TOTAL LENGTH TIP PROJECT B-5345 = 0.140 MILES I[�xE i�,2a�6 carxEnrxE A.MunnE,�,r.E. ��s �� PROFILE (HORIZONTAL) *T7ST =1% DUAL = Z% rxo�ccz ncsicx Exc�xE�x � p�� 10 5 0 l0 20 LETTING DATE: FUNC CLASS = RURAL LOCAL /UNE 20, 2017 IAd4ES A. SPEER, RE. PROFILE (VERTICAL) "SUBREGIONAL TIER" rxo�ecr Excr,v�En NClX)T ROADWAY DF.S(GN �'.F;. SIGNATL%RF,: z 0 � � � � ` �i \ \\ \� \ \ � � ` ��\_ _� $ITE 2- IMPACT ZOOM-IN (SCAL[ 1" - 50') -�ut i - re s�o. iv*uv.uu = -L- POT Sto.12+78.62 � -L- I �� FLEM�NG RD I. E- ��SR 2136! j-� ;--------- —► N 3 i i9fY Lb ;. �'..��11� �' 'i�� 1�— � � ,i i . � .; � ��1�� i ?,!�\-� ,i1i �,ii��;��'�;��ii�'� �,�� `�� - ��r � �� ` i_�� " � � a� � °�� _ �l � ,/ � 1 � � =.s � ll� � �/�/i�l I I' �/I�`�!�� i��'��I�;�', �; J � � �� TlE PROPOSEO 0/TCH / -'�� 1V�� ,� � iNro ExisnNc „�� ,�� l ,� ,�,�� \ � 1� � y i GN�` C 1�t,�0 �A5, � . 1�� EC�GA,T\FRO Q5� � I ��' � � � � } �.� ��A �� eir�� .��I� bE�l GRAD ' �. �� 1 � 1 , b� -[DE,T .,,_• � � �� AV� � �� II -L Sm. l3i ,�`' 1 ��i�'��1 �f,�,� _ d\ \��1 ` � � '��i � I�� `��i a ` �'� � � a,�� I11�� iH��o�l�f �' .� �� / � � � � `�\ ��\\"�\ �, � i \/ �!i�,rn� �1`� i.� 1'1 �� -� �� . y,p , � , � � 0' RT7 TOE PROTECTION EST B5 SY�PSRdI TOE OF CAUSEWAY #1 TOP OF CAUSEWAY #7 � — — �De F � „ Z --E�� v i _; � I � FIR INSTALL CAUSEWAY Nl AROUND ', I I/(�/ I , EXISTING INTERIOR BENT 1 . / / `` EST 35 70N$ CL A RIP RAP �� ' � �� EST 190 TONS CL II RIP RAP — / -� I`� GtACE GEOTExTILE FABRIC UNDER � - --- CAUSEWAV. ESI 150 SY GtD. � `�� I SEE CAUSEWAY DETAIL, SHEET 13 �� 1, � I� I 1 fc: 30" TEMPOftARY PIPE � � / . �i TO RE INSTALLED WITFi �i� :�j 1 � '/ r CAUSEWAY #7 70 HEIP CONVEY �� I � E� AR� ,GAL �- AVERAGE �AIIY ROW \ PQT�CIA L. G"� �_ �i�_j ' O � I i + � ill ,lj l % �� . �' INSTALL CAUSEWAY #2 AROUN� EXISTING INTERIOR BENT EST 30 TON$ CL A RIP RAP E5T 75 TONS CL II RIP RAP PLACE GEOTEXTILE FABRIC UN�ER CAUSEWAV. E5T 125 SV GFO SEE CAUSEWAV DETAIL, SHEET 14 � � � TOE F Z � � SEE C 1 k � �� _EST 8 � � _ 4� � � i �� ,. ,k ' TO�S� A� �2 K \.p� � \ 1l � ��' O/ � AUS Av #2 P � �i ` `L'Y, B _ .� / ,k"-- ��z�� ..�� A�/�j,�.',��.��.rs;'�,.��`I�p� �,� - �:�:_.�`� � � ,�� ''�'"� �El 111�€1 �%►�N —A=— —�_ EEE ��N�� P/i".i �� ' .�► : � . 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I i1. �) tvve olt',.�o C. r. 2�p..Rap � 6- ' H- TYPA o`t�ner:.. Cbas'8'Rip�Rap IDCT� STA.13 �88 (Rn o FROM -LDET- STA. 14 , BS TO STA. IS -� 25 IRTJ o DETAIL b DETAIL � DEfAIL 8 o SPEGAL CUT DITCH � SPECIAIIATERAI'V'DITCFI TOEPROTECTION �No��„s�om� I.�.,��o s-e�d 1 oii s�:a� � � vm��— � a Fore° �1 Noeu.a ry\�EF rvn� �ope �-I � � 1� G.o�n eaOUA� ' F�f."� 5�.o"f peor � �aNeoi Y d nc d p 1� G.e�M �Geosx�l(e ��+ OiiMt��E Min. o- t Ff_ d- 7 FI. Mia_D- I.0 Ff. N,o... d= 7 F. 7yvt otLiner-- Qass'B' R�p-Rup �D FROM -LDET- STA.lS � 75 TO $IA. I/ � 54 �RIJ O FROM LDET STA. 1 i� 25 TO STA. 15 � 75 (RT) YPc o• lincr- PSQM \ FROM -LDET- SIA. 12 � 00 10 SIA. 13 � 4/ (LI1 � FROM -LDET STA. ln � 36 TO STA.lS � 75 (LT1 � -LUt,' �/ �lO./✓'/'Yi.UU = -L- a� Sto.20+18b3" � �� ('`� s��y QR�o ?p�j PROIECT REFERENCE NO. SHEET NO. Kimley�>> Horn g��s E� No 5 ROADWAY HYDRAUUCS P_O. BOX 33068 • RALEIGH, N.C. 27636-3068 ENGWEER ENGINEER (SCALE i;�.,,� ��.r �.,-��. 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S / � �y � . \ V�U i�i3 C�5 \ 1 �. ` �' , ' ' ' / �. \ — _ — i o,o_ o=� � � , � � � , � � \ , `: _ STA. 14+85 -LDET- TO STA. 15+00 -LDET- \� ,�r / \ �,�� 4 � � � �� ' - � - � ' � � � i� � � � � 3G'� � � � � ;� `� i � � o�� _ � � / ;y° � /i �/ ,�`J �q�'' / ; / / �1� � 1 / , � � / / -- — i �/j � � � � . � I �� . � � 1 � ` ��"/ — � � � � � � � ` . � , � _ f/'�%/ / I � ( I \ � � � ' �i .% � 1 RA'LPH��. GIJFFEY I � II II __SITE 3- IMPACT ZOOM_IN (SCALE 1"_ 50') N ^ I _ _ mL �II�I � 1 -- / � � � � � � , . �,t�LE IU.. _ � I - - -� \ �� F F� I — � — F -� � i i 1� , A , _ � � �C m m W � T �Qi� � Gh'�F�' II � ' —E— � �F � � i � � � � , / � � �, I � �� ,��— '� i I; � � � i _ \ � \, , ' � , � 100' 0' �00' GRQPHIC SCQ�E LEGEND IT%—T� ❑cNOTES FILL IN ��y�, WETLAND �t7//� sueFnce wAtears iN �/%/� MPAC?SSINE SURFACE WAT[R r•!_ •� DENO7E5 MECHANIZED � " ' CIEARiNG PERMIT URAWWG SHEET 3 C7F 15 SEE SHEET 6 FOR -LDET- PROFILE -L- .�10./DT/V T/- E D BRIDGE -L- Sto./6+95 +/- TYPE 2-BAR TYPE 4.� . �i l2' 33'-6" <- l6'-3' `d' l2'$ �i l2' � l6'-5' l2'`� 4' PS . � iu " Meru Ra� '" _ _ lll BEGI APPROACH SLAB N 3P l3' 39.0" yy -L- Sio.15+98 +/- E D APPROACH SLAB -L- Sta.17+07+/- PS - PAVE� SHWLOER fNTSJ DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP �_ *� -- � � —�,M �-1'1 � f=i�i i=, R T - 4 �� sne a- �Mena cooMaN �scniE i- - so�� TRUCTlO o -L- to.l +78b2 > ��," aER�,� SITE 4 � �� F.�i��r, Rn ,(SR 2/361 3P13'39A'V g * � CLA55 // RlP RAP � srR ci�'�Es anr irE . rrP� £XiSr/ G BR�aC£y EXpC�yA AT�p/y — SE�S �XCTURA[rPL'�STSPJ �� N � � m m -L- S�a i3+5[,pp I � - C`—$1 *� __ _ = f _ .—. _ F _ - - F _ _ - _�"_ .— � _¢�M- - - - - n �C � � ,F - ' .� •` -F 'y._ � - f �'. � _ -t- ='-T �"`�= � � �� 7l£ PRO S£D OITCH f� � � PQE % � TO EXiST� �� / \E\ \ \ � ,�` � � $PECI.dL LArERAC �-- 1 M GRASS£� SWALE � - SEE �£TAIL� i f f5E �C�55 SEL7i0��K�IEIyT � GRA55 SWALE DATA [AT�A[ GRASSED on- o.n nc SW s_o=E_ 000a F�r sE �ra� 2 � aEa,_ ;� �: �=Ro.= �,i Fr EST 5 CY DDE osm ia ccs ST,4l/OARO GRASSED 5}�'AC£ ve= i.i Fvs 5££ OETAIL 3 qio= �'s crs E57 �0 CY DDE o'ion o i' i RlP RAP AT E�±BAIyKNEIyT CLA55 u R P (�AP STA.73+56-L-TO STA.76+�47.50-L- $ff �T� 4 Esr zo ro�ys E5T 2f1 St' GFp / i � DE7AIL 1 DETAIL 2 � SPECIAt LATERAL GRASSE� SWALE LATERAL GRASSEO SWALE w„� s«,a� ..� u�, I� 3.� Y b � � Fprye�. � �a,�,a� ,e �=1 l �o��.� � ' � 3.� C�°"^� Sloav ,. 3.� D G.ov- W �.,��. o- ,. .�o F� � .�n��. o= i.o r�. y� s Fi. U � FROM -L- SiA. i3 � 56 70 STA. i5 � 75 (Ri p fROM -L- STA. 18 � 25 TO STA. 19 �� 75 �RT� FROM -t- STA. 75:. 25 TO STA. 16+15 ;RTJ 0 _ � DETAIL 3 ry� STAN�ARD GRASSED SWALE m c,�„„a � V� s<me; c a��n � � o � � Mir, pv 10 F�_ p FROM -L-STA.lb�ri5 TO STA.ib�^4/.SO (Rn O � � o DETAIL 5 DETAIL b DETAIL 7 � LAIERAu V' DRCH SPECIAI f.ATERAL'V'DITCH TOE PROTECTION � .H scukl , �ro smla; . �� s�uk� � SMao ' ��P'\ ua:�rol �� F,'F YSlo�c �'R'�1. ) � Ga.M r � 3� Gro.��c Ga()�rv0 6 F�' a � c Gcui<.rtic d Geo�«rb Min. D= t n. d= 2 F1. nu � nn;,. o. i r�. .. _� F�. rrre oi w�.e,= ao„ �o� a��-naa = z F�. :��- � Mn., d- 1 FI, Mv c _ .. CV b- 5 F�. -ypc of L�i�+c�= Class'P' Ri�Rup FROM -L- STA. 18-00 TO STA. 18-25 IRT) �vnc of lin¢r= PSKM N FROM -L- STA. 17 � 75 TO STA. 18 � 00 i'RTj FROM -L- STA. 18 � 50 TO STA. 18 � 90 (LTj � L 'C � � �� tic� 83� RRoa � 10�� SITE 5 - IMPACT ZOOM-IN ,��A� ,- _ �o, SITE 5 N ''m � PROJECT REFERENCE NO. Kimley��>>Horn ByN/4HEETNO. P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 ROADWAY � ENGINEER SHEET NO. 4 ENGINEEft 4 * 0 O N � ' � +j �,\ � � ��a / 0�� / DOCUMENT NOT CONSIDERE� FINAL I � p� / UNIESS A�L SIGNATURES COMPLETED / / ' •, ? � �, �;�9� �so �\ �� ( � _ �' a" I �/ � a�Eo ° �/ � 1��' — � Q �' � ` �\ � m � �_ �.� � ,� � — , _ BEC/ V OyERL 1 � ��.ip, � -L- Sto.l8t77110 n�� I � m � �z �, �! '�.�� - - �. � � �; � � i /'E�� r�PSR SI�"E �,� �s�, �� \ Ii��. CLASS 'B' RIP RAP EST �TOIy GFD 5 sr 0 I I � �~ I1m~ \ � F�I \ \� SITE 1- IMPACT ZOON.-IN jSCALE 1" = 50') � [, I I �� _ �L,',I N P.I<< i \ � � — -� _ _ / � 1 — P E � ��FDE � 4 uV�ODS F F � � ` -� / F G SPEC/.dL LAT£R�� CE �EE?�ra�� /� � � j�TiE P�SEO DITCH TO ExiSTi G -L- Sto.20+1853 ENa wER�a' WPECC.45SAB RiP R��TC/i 5ff �ET.NL 6 f5T B TONS £5T i8 SY Gf0 - �AT CUSSVB R P RAP EE OE7q�[ 5 EST 8 TOlyS ,E�5�00£ � : / / � � ��+ 25FD n � \ 4 \1 / � BRK � � \\� \�.\ � ;�/. / oo". L—�/ �c c. aaTio \ . � � ,//- � �IORAiAI�jONGSR�i o �vEo �� ?:` �r'�"��rv�� " r�� RD 1Y EASF1IENi j`� _ - � �^ � I� "" �I��J !�� W Z�54 P4�� (�.. .. � Ai Z�rL �I {� y N 5� �ff i � Tl£ PROppSED p�TCH //y�0�A OFH� Tp(lR EXCAyAT/ON TO MATGH EXISTI CO /�y5 tSEE CAC155-SEL7rory5J . f5E£ �AROS u�7aiRo��IB.W��IENr F�RSB�ARr3+rn ro n+qo fL7 Al�'D RT) PROR 7�TE�IEp�pp�yA,qR�Y� PpI�PEr�R E'IBNyK,MEIYT. REMOV�EMPoRARr AFT ER �GR� �E15 � �TE E � 100' 0' 100• GRAPNiC SCALE LEGEND �DENOiES IMPAC7S IN SURFACE WATER �OENOTES TEMPORARY IMPACTS IN SURFACE WATER � �ENOTES MECHANIZED CLEARING PERMIT DRAWING SHEET 4 OF 15 SEE SHEET 6 FOR -L- PROFILE SEE SHEETS 5-ITHRU 5-? FOR STR(/CTURE PLEU/5 -L- .�10./DT/V T/- E D BRIDGE -L- Sto./6+95 +/- TYPE 2-BAR TYPE 4.� . �i l2' 33'-6" <- l6'-3' `d' l2'$ �i l2' � l6'-5' l2'`� 4' PS . H�" METAL RAIL Y lll BEGI APPROACH SLAB N 3P l3' 39.0" yy -L- Sio.15+98 +/- E D APPROACH SLAB -L- Sta.17+07+/- PS - PAVE� SHWLOER fNTSJ DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP m y � � *� --��, � , �I1� � �� f a a l� R T - 4 �� stiE a- �MPAcr cooMaN �scAiE �° - so�� TRUCTlO o -L- to.l +78b2 ; ��," aER��' SITE 4 � � u <'. � \ \ � � � 1 I }- � rs `� ��..W��. -� - F_�d.�!PoG R� � __ ,(SR 2/361 N 3P13 39A'V � , ♦ �` I � C� �n,� _ � F 1t=-I �r� �. � i � �i �� _ n � �, I I �� ,�'' � V�� r� � � ' �' �a os i , aa.� � 4 � q 1 � � L i l / �. �� A� \ � i I _ � � �i � i �; � �' �� _- i ,', � � g� Hi .� F�IQ�iA�� ' �� 6�6�CCA T� THO�IAA 1�i�' � ��. � �� .; \ � ��. � ', � � ♦. \ �4 1 , � � ' \ �� )� �,. I G,P i� 1 i2 aC�i. ��Lo� -� ' � I �,��.r� i � i i'� � �.e � � � `,I��`� �� i � � ��,��Otitlb��' r I�,�� V w� �, �', � �, '��'� � � ' � �' � I ��;'� �, � �� , �� . . . i. t .. � ' . . -L- S�a i3+56.00 g * � CLA55 // RlP RAP � srR ci�'�Es anr irE . rrP� £X�Sr/ G BR�aC£ EXcAyAT�p/y — TO AP ROX.ELEyATIOIy 7745' f$Ef STRUCTURAC PLM/S.rYPJ\ � _ N� � N � � m m ._ _ F _ - _ F _ _ - '� - �� ` � _ _¢�M _ - F L C\I �' -> ,n�-�� ' ` R E � .��=T C �- 7l£ PRO S£D OITCH f�\ � `� C TO EXiST� \ �� -c �� . sPEa.0 �arER,u \ � - - ; �� GRASSE� SWALE - - _ SEE �ETAIL� i f � � fXC4YAT£ DETOUR ��BM/K,�IEIyT � '� fSEf CA'O55-SEL7i0 � _E GRA55 SWALE DATA [AT�A[ GRASSED OA 0 )1 AC 5 OaE 0000 i4Fi $F Q�ra[ 2 �`=R°o e i Fr EST 5 CY DDE qz= i a ccs ST,4l/OARO GRASSED 5}�'AC£ �` " `� 5££ OETNL 3 Ul V 1T Ft q�o- a crs E57 /0 CY DDE vio- v �s u� a= a s i F t R l P R A P A T E�I BNy KN EIy T CLA55 u RlP �AP STA.13+56 -L- TO STA. 76+� A7.50 -l- SfE �Ta E5T � ��GFp / � DETAIL 1 DETAIL 2 � SPECIAt LATERAL GRASSE� SWALE LATERAL GRASSEO SWALE w„� s«,a� ..� u�, I� 3.� Y i b �� r- Fprye�. � .Vawrai :�rA ' _�I � Nai��I � . � ,y.\ GourM Sloav ,. 3.� D G.o�•. W � .�n��. o= i.o r�. ��. o= '�. o F� U b� 5 FI. FROM -L- SiA. i3 � 56 70 STA. i5 � 75 (Ri p fROM -L- STA. 18 � 25 TO STA. 19 �� 75 �RT� FROM -t- STA. 75:. 25 TO STA. 16+15 (RT) _ � DETAIL 3 ry� STAN�ARD GRASSED SWALE m c,�„„a � V� s<me; c a��n � � o � N +n;�. o= i a F�_ m p FROM -L-STA.lb�ri5 TO STA.ib�^4/.SO (Rn O �'i o DETAIL 5 DETAIL b DETAIL 7 � LAIERAu V' DRCH SPECIAI f.ATERAL'V'DITCH TOE PROTECTION � .H scukl , �ro smla; . �� s�uk� � SMao ' ��P'\ ua:�rol �� F,'F YSlo�c �'R'�1. ) � Ga.M r � 3� Gro.��c Ga()�rv0 6 F�' a � c Gcui<.rtic d Geo�«rb Min. D= t n. d= 2 F1. nu � nn;,. o. i r�. .. _� F�. rrre oi w�.e,= ao„ �o� a��-naa = z F�. :��- � Mn., d- 1 FI, Mv c _ .. CV b- 5 F�. -ypc of L�i�+c�= Class'P' Ri�Rup FROM -L- STA. 18-00 TO STA. 18-25 IRT) �vnc of lin¢r= PSKM N FROM -L- STA. 17 � 75 TO STA. 18 � 00 i'RTj FROM -L- STA. 18 � 50 TO STA. 18 � 90 (LTj � r 'c` *, � II l..f_�, j, � �. I_i !_I, LI11 � 111 - SITE 5 - IMPACT ZOOM-IN ,��A�,-= >o, O � PROJECT REFERENCE NO. SHEET NO. Kimley��>>Horn ByN/4HEETNO 4 �'9Q ti P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 ROADWAY HYDRAUUCS 8 C�a � ENGINEER ENGINEEft `�;r R�O \ �,-0��,., aE� 10p) �s�_�. 4 * 0 N i \� }� I , \ � � � � //� i � / � � �C� ." / � ' � �'�� , � 1 DOCUMENT NOT CONSIDERE� FINAL ' � / , � '� � p� ;� � � � UNIESSA�LSIGNATURESCOMPLEl�ED ' I; / � � � / / / /' �} I �� 4� '�, �Ad9� '�so,�� V' �� r �� 3 �' ,% � � �3�� °q°� � � �� Eo� '� �° � � � � / '��-' �� o, �� ` �� \, ' � ` � � � �� ;; �� ; , zsfo � � ; �� 4 � � � � / y, I �4 � K � I� �. C pq _ ��_i�� C.� PAi�jO �� 1\ �\`•� \��` �\" fY 6�/ GAAO£ .� � � � F ... � o .. � � � a-3c� ' \ � ,� - � _ ocu/ O�.ERL 1 � �_ � \ �� ,�{ICHAEL 13URGER, � 6 , �\ I � � ��.,u,� -�L- Sla.i8+771� � . . � �/ � \ �,F1L�..pRATAI�ONGSiR� , `� ` m ^�; � a . ' ��` � I � � z � �iTOE � � , � � Q � � �� U _g_I ' '� � i PROTECT10� ` ', � �r+�^""l��- �L�� R �-1 ��-- � �.� i E5T �rPSR � � \� _��N- I'��N �3 � � uvnaos 'esc4cN1 ,�. � , ` \ Z�/��p9 Sp P4 92 � ��, . � Iv Z�Y �1 _ _ k I �� 1� I _ _- . — 1?. � � `�' ` I/ � � G� �N _ _ � � _ � F _F � � - F F s2c� B2Gl i . -ly_ � a �� _ � ' F � ��'�� 1 � � CP SPEC/.dL LAT£R�� E �. � � �EE?�ra�� / D � � � "`\s /�TO ExiSTi �EO DiTCH i / _�� .r C �$�� E � I ' � i N Im mN O I � II il n -L- Sto.20+1853 EIyO Oy'ERLAY �>/ l .ryar�ia suv,N� �`'' XV,'� ��- /�� _ lAON�TOR.�C X�f j y �� -- , TRAn.ER 5� � ` � � �� ,as _ 5� � ��✓' / - � � 4t_ e i� � � �. �R �V � 7 - - - - - � ' - �s j �/f � ,�m � \ " �� . - --- " � . � t�' � --- - -- � ' _ //" � - —. �ea � �000s -, � �SPEC/q� LATE R,y� Y QITCH / /( � +/ \ - - � . W/ CL,45S B RiP RAP QP � � - , : � 5Ef OETNL 6 �y /��„-� . , / i _ - - - £5T 8 SY�GfO i� / �� /V �v ATERAC 'y' D?CN i /� \ � � � CLASS 'B' �/ CLA55 B RIP RAP � /�//- `'cy`.. - � RIP RAP EE OE7q�[ 5 /� � EST iTOly EST 8 TOlyS ' �< ��\� � �` GFD 5 sr E� 5� 00£ /y.,./..+�P` , ;,� I I � �ti mti � F � I \ � SITE 1- IMPAGT ZOOM-IN jSCAIE 1" = 50') 0 i �oo; �, �� / , , � ;�,"' I y�000,� i �/� �p/ � � / i � / /� — ,�` . , .'/ / � EXC�AT/ON TO MA�ti�EXISTI EA OFH� Tp(lR CO /�y5 /SEE CAC155-SEL7 51 `EXCAVATE �TOUR EI/B.�WK,�IEIyT f5E£�RO55 SECTi0ry5i �FIOU(D£RSB£R�l� ro n+qo �M � A fLT Al�'D RTl PROR r�TE�IEp�pp�yA,qR�Y� Pp/�PET�R E'IBNyK,MEIYT. REMOV�EMPoRAKr AFT ER �GR� �E15 � �TE E 's'tl_PH �, GUFFEr� 100' 0' 100• GRAPNiC SCALE LEGEND �DENOiES IMPAC7S IN SURFACE WATER �OENOTES TEMPORARY IMPACTS IN SURFACE WATER � �ENOTES MECHANIZED CLEARING PERMIT DRAWING SHEET 5 OF 15 SEE SHEET 6 FOR -L- PROFILE SEE SHEETS 5-ITHRU 5-? FOR STR(/CTURE PLEU/5 PROIECT REFERENCE NO. SHEET NO. ---- _-_ � ------ M � Kimley�>> Horn - B 5345 6 - - - --- - ROAOWAY DESIGN HYDRAULICS BM 2 I . . . . . .-- . - . . . . _ . . . , -- _ . . i . . . . -- . . . . I B 3 II Q'°," ENGiNFER ENGINFiR 830 - - -L- STQ. �Q+rjs.QQ �� 'L- STQ. 24+$$,2Q i P.O. BOX 33068 • RAlE1GH, N.C.27636-3068 i - -- - OFF = 45' RT � -- - ---- OFF = 39' RT ,„,�F�,,,,E� ELEV = 803.09' II �_ II ELEV = 820.00' I � ,--- - --� --- - -� �- - � �'� ' ' ' -- -� -- ----- - - �,�., t:� - - I` --- -- 870708 E 1730494 --- ----- --- - ----_ ---� ---- 871857 E 1729643 IN I F � IN I _ _ 1 �--------------� s2o �� -------------� , . �. . � CL -L- StO. IEi�SZ.SO .., . . PERMIT DRAWING .i_ . . ... � ...._ . �ii ... SHEET 6 OF 15 � . _: ,_ _ _�_- 3.3' BOx BE� __-_ .. ._ _ - BEGI BRIOGE 810 _-` . I -L - Sto. l6+10 +/ - r ' . . � f - ELEV = 78/.95' CL ELEV = 781.83' - 'I' �, � DOCUMENT NOT CONSIDERED FINAL - - � SKErr =� � UNLE55 ALl SIGNATURES COMP�ETE❑ i . i a�,� _.. _- , , —. , - . - r -,— . . � '�-- . E E D OVERLAY E � BRIOGE EIyD GRADE �� I' BEGI GRADE BEGI OVERLAY ' � � s f -L - Sta.13+56A0 -L - Sto. /6+95 +/ - - i � � � 800 ` � -J-� � -[- sro.l8fnA0 810 ELEV = 783.68' i ELEV = 78I70' �-� PI = 14+4200 ELEV = 783.72' �� INCLUDES 3"OVERLAY Pl = 17t94.00 /IyCLUDES 3"OVERLAY EL = 782.46' j EL = 78/.90' �� ` VC = !l0' MKC_ ��0' � , � � BRIDGE HYDRAULIC DATA g00 790 ``�` K = 99 ', � � � DS = 50 �PH - - I ' DS = 35 MPH - ` �- T'��rr� r- DESIGN DISCHARGE _ 1800 CFS o '�i �-� �--- -- �� OESIGIy FRE�UENCY = 25 YR - i -'' � � DESIGN hryy ELEVA7/0/y = 778b FT > 780 I �� __,�,_:_ _��. �-L l6 % f=X3301/T. - - - - - - - - --r-�-- -f=XJ�OII% l+)2.80� Q�t+�4�� E D OVERLAY BASE �ISCHARGE = 2600 CFS 7�!� � �� -- - -- . . I I -L- Sio.20+18.63 BASE FREWEIyCY = l00 YR ' r - --------------------------- •"�+t?�� LCSrAC�7RT TIE TO EX�T7 I __ _ ____ BEG/N SPEGALJ f-lQ8p7 BASE ELEVATlOIy 779J1FT ----------------------- � D/rCH GRADE RT ' rrrra� �+� OVERTOPPING DISCHARGE = 3670 CFS _ ... _ ....... _ ,.... _ . .. .. PAVEMEIyT %%O - -�- S7A �fr�,pp CLA55 /lRIP I �.5•rrrai �� ELEV = 78686 OyERTOPPING FREQUEIyCY = 50t7+ YR I E[EV = 775,84 lSTR PAY� I I I I 15JfTYP1 � OVERTOPPING ELEVATION = 78/b2 780 � - °Eu' I I I ENo eeN� " _-, .: -, , DATE OF SURVEY = 08/l9/20/5 BEGI OVERLAY cause Q'" � D�TCH GRAO Rt �srR PArxca�va7�oN ,� S.E[.EVATioN _ �. -L- 570.12+78.62 �. ELEV. �75.6� ENO SPEC/AL I �P�ri�Sr �� . . II ELEV - 785.85' - T E ' w �T DATE OF SURVEY = 773b FT 76� -�I � -L- STA l6 7.50 CAUSE�yAr °2 BEGIIy SPECIAC ' 770 TiE TO EXiST PAVE�/EIyT e�ty n.5o ELEV. 7�5.6' plrCN GRADE RT � � I O 30' TE�IPORARY PIPE -L- STA /7f75.00 �i i� � � TO BE INSTALLED �iTH IyOR,�IAC�ySEL.= 713b' ELEV - 77552 � � ��.�..CAUSE�Ar •iT0 HELP CONVEr � fX6TlNC BR/OGE i �� i i ON OATE Of SURV Y f 5-OB-191 75O � . . . . . . . . . . �. � � AyERAGE DdiLv FLO� ,q�y D AT yEG£TAT Ll E � �� - - � I � `_ ' � fl�a EO P EVIWS /G� -. 76� �--� '---' --'-'- ---._�_._ �-._- '___ ��_._-'-'-- ' �--'- -'_'---.__ .. , , . . � OF V/5/7: AT£R �EL HlG ER �HN� OR AU �. i� , . _�, , . , . . , , . , , , . .. -- --- ' ' � �N u ...................................... ........................ ......_........ r-i r-i /iAi�� r�r� A r.. ��r� -r�� ... ..... .�..._......�... .�.. ..�.. ...... �-� r�- r i r- � er �� r�n -. rrr � u i,� /'�, rr 'i'1 -� i�, � L_ I L_iL_ I II I I Y�� 1\,/ % l✓ 1 v� f 1 L_, I.J' V�' l � lii� A .Il�i ]t'n,rr.n1, in�Ir 1..��.i,r-r.l./r- - n�l,i. � �1.n,� JCI= :1I�CC=1 /'YIJ�,'f I�l,�(7 -'L,'- r�L.fVY UG.:�/I;�ry' [=A[.L=�n�% /�U/1' IICL%(%Y�liGLl IrU'rf Ji�1lI lii=rfl'�,il./il_ I.�J!'fY�/� %VYiJ H:�,�l.'l,%Hi% L=iU' /Vilrlll //M'L: .�'Ji% lJi��r"/IY'V :�Il)l7l lJ�i;),rH✓1�1.[= ' ' 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 830 _ ; - � -- - -- - -- -- - - -- - - - - - -- -- - - ----- -- - - - - - - - - -- - - - - - - --- - - --- - - - -- - - - -- -- - - - - 830 - — - _ _� �-- - - -- -- - - - - ' -b - _ --b- - -- - - -- - - -- - - - -- - - -- - - - - - - - -- - - . _ - - - - - - _ __ _ _ ,. _ ; , , , �_ - - - -- - - -- - -- _ _ , : - ; ; _ �� - - _ - - - -- - - 820 = BEGIH GRAOE , : I - -- - - -- - - - - - --_- - - -- - - -- - - 820 -LDET- Sfo.Il+09A0 = T, r'T ,� END GRADE - -L - Sto.13+8671 f1220' RT 1 -LDET - Sto.16+65.00 = - - - - - - -- - --- - - - - -- - - - - -L- Sto.19f30B8 U1.38' RTl S70 - ELEV = 78262' ELEV = 785.76' - - - - - - - - - - - - - - -- - - 810 _ BEGI BRIDGE CL -LDET- Sto.l3t9/.50 - -- -- - - - --- - - - - - - --- - - --- - - - - -- -- - - - --- -- - - - - --- — -LDET - Sto.1.3+59 +/ - l � 65' - - - - - - - - - ELEV = 78/50' CL ELEV = 78/59' Pl = 15f80.00 _ _ � - 800 - ' SKEy� = 90' EL = 782J6, �� 800 �. VC = l70' � _ � - PI = 12+IOA0 K= 43 r I I BRIDGE HYDRAULIC DATA - - - _- -- - - EL = 78/A5' DS = 30 �lPH , I %9O : � KC- 860 � -.�_ - ' li,- DESIGN DISCHARGE _ 1000 CFS - --- __ _ -- - -- - --- 7�iO _ �� E D BRIDGE _ LDET - StaJ4f24 +/- _ I OS = 45 MPH ELEV = 78/69' '- ,�--- �- DES/GN FREOUEIyCY = 5 YR " ! -�' OES/GN hry�' ELEVAT/OA/ = 778A FT - - - _. _ _ . _ __ _ (+�4Z353� �,-.-• (+15a7� I BASE DISCHARGE = 2600 CFS � ' - - ` (+�.3000% � " (+J 3A�� ` I I� BASE FREOUENCY = l00 YR --- --- - 780 � r��i.5545i ,,.-� £Na sPfc�a� � I easE i-hY e�vanoN =�sizr Fr � OVERTOPPI G DISCHARGE = 350D CFS 780 � � \ (+10.47% �-�'�x1�0� - _ 54A0 ' ------------------- •. � _ _ � - £LEV - 78986 Tl H - . � � � h O?CH GRApE RT i il LOET SrAl7* OVERTOPPtlyG FREOUE CY >500 YR � � � ` ��I OVERTOPPING ELEVA 0 7B15/ FT . . -----� �-^--'-- zrrrPi �.._ - - - - - - - - - - - - - /-/ �25G I-1050i - - - - - - - -F - ' � 35' �TYPo - � ' � � liil OATE OF SURVEY = 08/l9/2015 - - - - 77O __-� _ CLASS IIRI � 770 RM (TYPI � lSdfTYP1 � i ii �� r. i {�S.ELEVATlO�/ � ENo�eE,ryr° * �„ W �i_ AT DATE OF SURVEY = 7736 FT J I J BEG/N SPEC/AL _ __ _ - DITCH GRADE Rr -- $ BEGtly SPECIAL , w _ - - I - - - - - - - - - - - - - - - � -[DET- 57A /I+00.(a0 � '� END SPECIAL DITCH 6RADE RT � '� lii %b� ELEy = 77520 O i � OITCN GRAOE RT -�pET- SrA W+85D0 , i� i� � ' � „ -LDET- SrA 13+88.00 76O � J- � ELEV = 77245 ELEV = T73.4/ � ' � � r� i - _ . i W i W . ._ . . _ _ _ _ .:. . . .. � : � lyOR,�IAL {�'SEL = 773b' � �. %SO II . ._ . . _ � a EXiSTtlyG BRiOGE - - - - - - � 7SO - ---- -- .. .. DA' OATE OF 5 RV �� i5-OB-/91 - - - .., �..��, � , ' ' . ., , . f NpEO PR£VIOUS IGHT .4I�D, rI/qfJ llyG � VIS/Tr �-- - - �-- - � - -- -- -- - -- - ---- - - , . . . . . . . . . �7ER LEVEL HIG�R THAN N�+M�1 , . �. �. . . . . . . . �. �. �. . � '. �. . . �. �. � �. . . '. �. . . �. �. 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OFF 6.21' . �. �. . . � . . . . . . . 785 ' , , , , oo„ o.oznl ooz� z, '; , , 785 p — — — —�� ---�—�---o-oa�-_ 780 �, 7(J� � � � � 3'06'j 775 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � / / � ` ` ` , , `_J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 775 � ---- � no � , . no - - - - - - 765 � 13 + 56.00 ; - -- --- ----- - -- - ----__ -- -- .. -- -- - --- - -- -- - --- � - -- ------ - - -- - -- - --- - -- -- ------ - ----- - -- -- - -- - -- - -- - - ---- _ -- -- _ aoo � __ soo � -- -- -- - --- - -- -- --- - ---- -- -- --- - -- -- _ --- - - - --- -- -- - -- ----- --- ----- -- � �, i --- - - -- ----- - --- -- -- - --- -- -- ----- --- ----- -- - -- -- --- - - --- -- -- - 795 795 � - . T� . li . . . , . . _ . . . . . . . � -LDET- . . . . . . . . . . . . . _ .. . 79O '. '. i_ ____ . _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __. . _ _ _ _ _ __ .__ _ _ _ STA 10-77.ba � ' _ _ __. . _ _ _ � OFF 5.28. _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ . �. ___�_ _`: ._�-_ -'_ _�-_�_ r _ .... -..._ � -..._ _-: � ..._� � ..__ ._ .._�-� -..._ _ ..... ...- � :- ---- ---'- � . . �_ :—,_ ... � r- � � �� 785 ex�sr I ewsr a.o�a z 785 04_ 780 , , - - - - - - - � -------��._ 3, -- 780 775 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � / — --- � - ` - - � .�.� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y`75 no ; ' � '� i no i . ... ......... ... ....... .... ..� ... ... .. . ...i il . ... ... .... .... .... .... ......... ... ... .... .... . . _ . . . . . .. _ _- i . .. -. . .... �. . . . . . . 765 -- - - :_ -. ,_, ...- . _ 765 _ _ _ _ _ ' 13+50.00 _ _ _ _ -L - FLEMING RD �SR 2/36) ' 740 730 720 170 700 90 80 70 60 50 40 30 ZO 10 0 10 20 30 40 50 60 70 80 90 100 710 120 130 140 795 T90 785 %8� 775--- no 765 T60 795 790 785 780 775 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � no 765 760 . . . . . . . . . . . . � � � / / / ` � � b � � -_ _ -_--- ; il � W_ -.- .__-_ .-.__- I�,. w t _ o � -L�ei- _ __-'. - __._'.. rl li srn i�-v.oe - --- � � OFF 45.22' -- � W I _ I . 0 019 0 019 � 4 _ \ _""" _"_ ""__'_"'_ _,3:1 ...... _"____' �� . '_" '3—"'_ ' �` 0.04 795 PERMIT DRAW�NG SHEET 8 OF 75 790 W I W 785 �� I1 I I I I �I I I � I I I I I�I �I� I �� . 780 775 no 765 760 795 T90 785 ti.,, 780 � n�-------------------------------------------- ' no 765 760 � � 795 790 785 780 37\:� - � � � - , � ��8 . . . . . . . . . . . . . . 3� ooa ————— 775 3�� _ __ ' i _ _ � � , . _ _ _ _ _ _ _ _ — — _ — — — — — _ _ _ _ no 765 760 795 790 785 78� n�--- no 765 T60 N � 795 790 785 --------1----------------- 780 ------------------------�_ � � � � � .3.1��,� 3, — _ 3 � 0.04 ` _ »50� �_ _�,4:, -------------------------n5 no 765 760 740 730 720 170 700 90 80 70 60 N � � _ ' � 3 z � . . . . 3:7 � — �"` 4.04 ` 14 + 25.00 -L - FLEMING RD �SR 2/36) 50 40 30 ZO 10 0 10 20 30 40 50 60 70 80 90 100 710 120 130 140 795 790 785 7V� ns no 765 760 795 790 - -, _ _ - - -- -- - - — --- -- -- -- - - � _ � '� - - 785 ---- - ------- ------- ' ° I --- - - � � ` ' ' , o 0 �ao -. . � � � � , �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. 3 ; � � ' n� 76 76 79 79 78 78 775 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - no 765 760 � r- � r � � � _�n�- �-',J=,�_ STA 13-77.95 . . OFF 56.96' � . . . I. �— — i o.ozo oa�a ? ��3 o.a2o o.ozo _ £,� --- -- - --- - - � ------1---- --- � ---- - - - , -----��----- ----------- •----s. - . z.-=----�� --- ----- ,, . � � , � , . ?, O.OA oD . 0.083 3 � 3 `_ _ . 790 PERMIT DRAW�NG SHEET 9 OF 75 785 780 n5 �o �5 �0 795 T90 785 780 ,ti� n5------------------------------------ ---'--, ' no 765 760 � ` / � N � � � >5 �0 i5 t0 � � � ' � �.-1 . . . . . . . . . . . . . . . , 0.083 —�- �` 3'� 0.04 �5 no 765 760 795 790 785 780 �___- �. n5 ,,,, no 765 T60 _ — — — — — — — — _ z� ---------VV----1---------------- � � p°,�`=------------'-------'-- 3�.- O ` � — � 0.083 � � 8'7 � � � 3: / 3:\ 0.04 ^° � ,,..-------------------___ _, 795 790 785 � 780 - - - - - - - - - - - - - - - -775 no 765 760 � � 795 790 785 ' - `==____-- ----------------, 3, 780 \ � � � 3:7 _ - _ � 04 ns - _ ,,, 774.49� — i _ _ — _ _ _ _ — _ _ _ _ ".3` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ no 765 760 -L - FLEMING RD �SR 2/36) 740 730 720 170 700 90 80 70 60 50 40 30 ZO 10 0 10 20 30 40 50 60 70 80 90 100 710 120 130 140 i - -, _ _ _ _-,- ---_ _ --, � ;-, ;-, - -, -- - - ;- _ - - - — - - _ - _ - -_ _ _-- � -, .�. �, .�. �, .�. � � PERMIT DRAW�NG . . -- - - - --- - --- - - - - - - - -- --- - - - i �,_�. . SHEET 10 OF 15 iu -- - --- --- - -- - - - --- �--- � --- � _i - ..--- -- -- -------�- �-- --- -- --- -- --- - -. -J-. —. -. -. - - -. �-. -- - ---. - -. _ � � ..----. i °. 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I I I . _ _ lil_. _ .__ ____ _____ _ __ _ __ _ ._.__ __ _ _ ___ .. 785 oFF s�.oa- - - _ 785 - -- � � - ��0��2�� -- I ,- '� - -- - _I-�,' �80 � - , -- - , � 1---- ----- �, - � - - - -- - �i � - - 780 0 ozo 0 om , � .I, ..,.,, ri' " " " '_' ��,.,i i ,.�, . i. . i , i , .. � i...� i .__� _. .� , i ..�.� � , . � , , i . . , . , . .., „ ., . . . . . . . ...'i� I , � �"'_'__"'____"_""""' .. . .. �. . . .. .. . li __ I n5 � ------------------r{5 . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ ' _ - - - _ _ J:j ' , '3` rro ``��------------------------------------ "�� no 765 1 . � 765 � --_ -- -- - - -- -- --- - - ----- - -- -- - -- -- -- - -� - - - --- - - -- - - -- -- _ _, _ , � ', � _ H _ _ - _ - - - _ - - - - - 760 - - - - - - _ ,_ T60 I- - - _ - - - - 755 � 755 795 r, - � _ 795 - --- - -- - -�=N=1�F��+� - - „ , ,r 790 � _ I �.� 790 � - � - - -LDET- � . �. Ili . . �_li_ li_ �. . . . . ST/� 13 - 52.95 � . . . � -'...I _ �. 785 i oFF ».00- 785 � � � - —' _ _---- — -- --- — — - � � � � Ii o.oza o aza �� 3 o.ozo 0 om £, � �80 °�° � o00000000000 � -_ ====T==-__-____-1_:_==_====��- _-- �80 . W W 2,' L J �� 0.04 � � � 0.0a ' 3� . _ _ 3� _ _ _ _ _ _ _ / . � _ _ n5 _---- -- -- - - ----- rr5 -- ------ -- ------_- _------- ---------- ---------------- , � � \ � i � � 773.69 .083 3:/ � .. -'3-1 r�o-------------------------� � no � 765 , :__ � � , ' 765 - - - - - , - - 760 �- - - - - � 'r _ � - - - - - - 760 ,, - _ - . --- - -- -- - ----- 16 + 2 5 .00 795 I , '_ _ _ -r _ i-- -- -- - --- - -- -- --- - ---- -- -- --- � � -- -- ! � t 785 I a � � ' I'I� . o � . ��. I_ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ � W � I . . � �: N , � o o. ' � � _ . . 0.04 020 � 78� � --�-.- .-`.'—' -. � �- �— � -:-�.- r-�-.--:_ � ...._ �` _..... � . . 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SIA 13-3/ 95 �. oFF szoo - 785 � - £-� ' - -- -- -- -- �,3 o.ozo oozo �, 1---- ------�, :-�- --- - �-- --�-- __ �r'____'_"'_ " " _ _.. 2� '_"' _"_ ""' _"____'"__' _"_' %8� � � L � zI 0.083-3:7 _ _ 3, _ _ _ 0.04 _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ n5 773.81 0.08 j��,�. 3� �: no � _ 765 � ,_, _,--, --, I ��n I 6 + I U.UU -L - FLEMING RD �SR 2/36) 40 30 ZO 10 0 10 20 30 40 50 60 70 80 90 100 710 120 130 140 795 790 785 780 1 ------- � ' m n5 -------' � � 770 r--r- — - �- � _�_ . � - — -- �_ � --_ � -__ ��_ _ �,_._� __._� _ __ ^ __ _ _ . - - --- - ------ 765 I- ---- _ - -- - - ------- -- - - --- - - --- - - - ,- - - . - 760 I +i+l��, �7-i-5�.1 , ,, _ --. -.. ; , : �_ 795 790 - - -- - - - - - - - - - - - - - - i - - - - - - � I 1 I . . . . . . .. . . .. . � � I� .._ .. . . . . . . . . i ____._._____._ ____._._____ 785 --- - ------ ----- ---- , , � � o , 7BO I�-. . . . . . . . . . . . . . . . . ^ 0.020 0, . . . . .. . . . . � W � 'L� _ _ _ _ _ _ _ _ � / � � . . ..... ..... . . � � � ns----------------------------------------'� � 770 � � . �s5 J_ � _ --� — — — - '� _ 760 ,. .. _ _ .. 795 � '� '. ---_ ----- ---- ----- --- - ------- ----- ---- ----- --- - -----_ ----- ---- 790 � 785 - - - - ' � 780 ns -- .- - --: __ ___- 77 - - - - - - - - ` _ 76 76 �V w -- - --r=-- � ,i - ^ � - _ _ __ � PERMIT DRAWiNG � - � � � SHEET 17 OP 15 1 795 � � _ � i � � � t � J 790 � -�oeT- ; a �;y a ° S7A t 4... 77.98 = ki "�d � W OFF 55.75' . � W � � � 785 � 3 o.oza o.ozo f, � " �� -1----------�---- � -,— ----- ?, o�� '__ �; --- ----------- -- ,�--=� 780 � 2� , I � � , Iy 0 02 n5 i--� r-ri- 770 -- ---- � ��... ___ �_ � _._� �__��-�__� �...__� �__ ��__� ___�------- _—��__ — _- �__ �� - - ----- -- - --- - - - - -- - - - -- - - - - -- - -- - � 765 760 ��; .- _ _ - . . . : . : � , _ T T�,-�� :_, , _ 795 �� i � ��y = 790 � -IDET- . U W �l � . . W O STA 14 - 52 95 0 ;y � OFF 56.90' i � .� � a N � 78.�J � � W �x ~ ; ,3 ooxo_ 1 _oozo - - �'---- - � � 4 W W ?'1 2� �' " _ " " '____ _ ' � ' ___ S ? .. 78� � �� . ? , 002 �'� n5 no - - - i _` _ 765 760 -- - -- -- - ---- - --- ----- - ---- - -- -- - _.... - � . 795 � _ ---- ----- --- -----__ ----- ---- -- -- - 790 -LDET- . . STA 14 � 27.95 . . oFF szoo _ 785 ;3 0020 _1_ oozo £�� ' -- ' � =-----� - — -- --- ----- - ---� - ' 780 1 � L i� __� ?7 � o oz - - - - - - - - - - - - - - - - - - - - P5 70 '65 '60 790 _ _ _ _ Y 790 . . . . . . . -LDEI- . . . . . . . ' � STA l4 � 22.95 � � i � iil II�.�. ill �. 785 ' oFF 5zoo i 785 � - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - __- --�� -- _—_ _�--- �_-_ � o ozo a ozo � , o oza 1_ o o�o � � _ _.._ � . � .._`� - � ._ � ----- - i; _ �_ ._` -__ _`� __�_ ___ � _ ------- �� — ---- 780 OO0000000000 _ ---- - ----- --- -- -� 780 n5_---- � ��------------------------------------------- n5 ------------------------- ----" m '_ ��o-------- ' — -- — - - no � - � , ,_, � , ,_ , 765 . 765 760 ' I-_ - --- � � , � _- • : - 760 � -L - FLEl�1 /NG RD (SR 2/36) N � 140 130 120 710 700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 720 130 140 8�� 795 790 785 �, %8� — _ _ � � _ � � _ 775 no 765 D.O4 — — ` 0.041 0.008 3:7 � . — — � -"� 1 _ _ _ _ _ _ _ _"""_' _"� — _' _"� � — _ '- """'?'7 .�'136'. PERMIT DRAW�NG SHEET 12 OF 15 8�� 795 790 - - - - - - - - - - - 785 780 775 no 765 800 800 � � - ,_, 795 � � _ _ = _ 795 i- - -- - - - - - - - - - - - - - - - - - - - - - - - �--� - - _ _ - - - - - - - - - - - - - - - - - 790 i- - - - _ � � , aoer_ - - - 790 �. �. I I . . ... .. . ... .... . . . . . . . . _ .. . .. � STA 15'-53.91 . . . . . ..... . . .. . ... . . .. . .... _ .. . ... . _ . . . .. . . ....., . .I _ -.__ __ __ _ __ __ . .._.'. I 785 -- - --- — — — -- oFF a<.<r 785 . � . �. . �. �. '. . �. '. �. . . . . � . . . . ' . . . . ��. �. � �. �. . . . . . , 0.031 0.07B 0.016 1 _' 0_016_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . 1 ' _ _ _ 0�`___"_—""'_ _ _ _ _ _ _ _' - . ' _ _ " " '� _ _ _ _ _ _ _ "'v��__ ' �, 7SO � � � � — � �3,-__3�\'_' _ 0.04 ``3..�`` .22"I� 780 � _ � — — — � � N J79.57 � _ _ _ _ _ �------------------------------ � n5 __ ,-- . � _ �_�___ ___ � ___ �, �, _ _ ,_ „ _ _ � - - -- -- - - --- � ----- -- -- - ---- - - - --- -- -- no 765 �-R�-�n� � H� - H= f 1��-1 I I I I�I I � __ _ _ - H+� � - -- _ - - - _ - _ - - _- - _ _ - _ _ -- _ _- _ _ - __ 765 79: 79� 78: 781 ' n5 -------------- no 765 760 795 790 785 780 �, �--a-- n5--------� no 765 T60 � ,,� aB ` 777.52 — — — _ _ _ _ _ — _ ' r,.11\. P, m '95 '90 '85 '80 775 no 765 760 795 790 785 --_-� \�,� og:-----,------ •� -., � � _ - - - - - - _ 780 _ � t J . Z:1 _ _ _ o,oz a o" — — — — —7�5 � _ ' _ _ � 0.087 j,�'��y'� no 765 760 -L - FLEMING RD �SR 2/36) 740 730 720 170 700 90 80 70 60 50 40 30 ZO 10 0 10 20 30 40 50 60 70 80 90 100 710 120 130 140 �o 0 N � 0 � � CQUSE�Hi� �1nnTi i _ �r_ i � � � .�� 1: `�" .�� - \ (�>. I 11� 1: "I� .�� l 1. ( \ (�)"I' 'I�(�) �( � .'� 1. I : ) VLV I L/� I ILL I HUI\Il. QUANTITIES OF ESTIMATESe CAUSE�yAY VOLUME OF CLASS 'A' RIP RAP= 25 yds 3 AREA OF CLASS 'A' RIP RAP= Oe02 acres Estimate 35 Tons Class 'A' Rip Rap VOLUME OF CLASS II RIP RAP= 135 yds 3 AREA OF CLASS II RIP RAP= 0.03 acres Estimate 190 Tons Class II Rip Rap Estimate 150 SY of Geotextile Fabric Va1�TC� 9H��°g' 13 Q9F �5 �o 0 N � 0 � � CQUSE�Hi� �1nnTi i _ �r_ i � � �.�� I,: �\�.�� \(�). `' [I>1:"I�.�� I 1. � \ (�) " I ' ' f ' (�) � c � �� 1. f : > VLV I L/� I ILL I HUI\Il. QUANTITIES OF ESTIMATESe CAUSE�yAY VOLUME OF CLASS 'A' RIP RAP= 20 yds 3 AREA OF CLASS 'A' RIP RAP= Oe01 acres Estimate 30 Tons Class 'A' Rip Rap VOLUME OF CLASS II RIP RAP= 50 yds 3 AREA OF CLASS II RIP RAP= 0.02 acres Estimate 75 Tons Class II Rip Rap Estimate 125 SY of Geotextile Fabric �'IN� ��EET 1� �� 15 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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 13+58.93 to 13+82.90 -LDET- (LT) Causeway #1 0.02 48 1 13+78.26 to 13+99.59 -LDET- (LT) Causeway #2 0.02 52 1 13+87.72 to 13+95.59 -LDET- (RT) Bank Stabilization < 0.01 < 0.01 16 10 1 16+42.72 to 16+57.92 -L- (RT) Bank Stabilization < 0.01 < 0.01 21 10 2 10+94.99 to 13+01.81 -LDET- (RT) Roadway Embankment 0.08 < 0.01 3 14+34.69 to 15+08.65 -LDET- (RT) Roadway Embankment 0.10 0.03 4 15+80.00 to 16+25.36 -L- (LT) Clearing 0.01 5 17+10.34 to 17+38.67 -L- (LT) Clearing < 0.01 TOTALS*: 0.18 0.05 < 0.01 0.04 37 120 0 *Rounded totals are sum of actual impacts NOTES: * Total Permanent Channel Impacts along the centerline of Brush Creek is 37 linear feet. ** Total Temporary Channel Impacts along the centerline of Brush Creek is 72 linear feet. *** Causeway #1 blocks more than 50% of the channel. Therefore, 1@ 30" temporary pipe to be installed with causeway to help convey the average daily flow. ***'` Causeways #1 and #2 should not be in place at the same time. There is an overlap in impact area between the causeways. However, the Total Temporary Surface Water Impacts remain 0.04 acres due to the minimal overlap area. 2013 10 24 � 0 � � See Sheet 1 A For Index of Sheets See Sheet 98 For Conventional Symbols See Sheet 1 C-1 for Survey Control Sheet � �J � � 0 V TO JOSEPH M SRYAN BLVD �� G UILF4RD C4 U1�lTY LOCATION: BRIDGE N0.456 OVER BRUSH CREEK O1V SR 2136 (FLEMING ROAD) TYPE OF WORK GRADING, DRAINAGE, PAVING, AND STRUCTURE BUFFER IMPACTS PERMIT BEGIN TIP PROJECT B-5345 -L- Sta. 12 + 78.62 � ��'F , ; ,� SITE 1 \'' '-- <�._L _ � , - -•'-- s _ _ � BEGIN BRIDGE � �� -L- Sta. 16+10 +/ BRASS EAGLE LOOP RD� �i (SR 3227) THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENSBORO *DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE AND ASSOCIATED NIGHTTIME STOPPING SIGHT DISTANCE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II � -SITE 2 -L- FLEMING ROAD (SR 2136) _�DE/ _ BRIDGE a. 16+5 END TIP PROIECT B-5345 -L- Sta.20+t8.b3 R\OGE (t0 t� P�EPSP�j BUFFER DRAWING SHEET 7 OF 4 Kimley > Horn �DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH rz,�xs rxEnAnEn Fox �� ADT 2017 = 6450 vpd TFIE NCDOT BY: °'„` 50 25 0 50 700 ADT 20b0 = 9900 vpd '�"' /�,�� '� K = n��o LENGTH ROADWAY TIP PROJECT 8-5345 = 0.124 MILES �o,_>STANnA,�� spt��,>,�Ar�oNs �;��M �� Q� PLANS D = 3O/I# /EI'FRF.'Y W. MOORE, P.6. P.f,. � , LENGTH STRUCTURE TIP PROJECT B-5345 = 0.016 MILES pRo,E�, EN�,NFEx S,�N�TUR£: � g 50 25 0 50 700 _ RIGHT OF WAY DATE: � V - 50 MPH ROADWAY DESIGIV ENGIIVEER VDET = 40 MPH TOTAL LENGTH TIP PROJECT B-5345 = 0.140 MILES /UNE 17,2016 c,�r�iEx�xE a.naonxEzc,r.E. �`�'�'�,� ��p,��`�� PROFILE (FIORIZONTAL) *TI�ST =��Io DUAL = 2% PROJECT DESfGN ENGINEER �—� LETTING DATE: 7 O S O 1 i —� /AMES A. SPEER P.E. �'� �� — FUNC CLASS= RURAL LOCAL JUNE 20,2017 PROJECTENGINEER PROFILE (VERTICAL) "SUBREGIONAL TIER�� NCIXIT ROADLVAY DESfGN r.E. SIrNATURE: -L- Sto.15+98 f -L- .�/OJbT/U r/- E D BRIOGE -L- Sto.16+95 +/- 2-BAR TYPF F / � 33'�" F l6'-9" � � � /6'-9" - rrPE -L- ,- ME rA� Rni� iii N 3/' l3' 39A' y� 'D APPROACH SLAB - ct„ n+n�+i- PS - PAVED SHOUCDER (NTSJ DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSH�P O -L- Sto. l2 BEGIN WfRLAY FLE�I�;G ,RD , fSR 2136! 3/' l3' 391Y V -L- SYa.13+56.fX) S * � CLA55 Il RlP RAP TO ELEV.7798' lSTRUCT�/RES PAY ITEM.TYPo TO�APPRO�E�VA7/OryAn4.�N — lSEE STRUCTURAL PLANS.TYPJ SlTE 1 �� 1 L7 30" TEMPORARY PIPE TO 8E INSTALLED WITH CAUSEWAV "I10 HEIV CONV Y AVERAGE OAILY fLOW \�1 NSTALL CAUSEWAY Nl AROUND 'Z ` E%�S71NG INTERIOR BENT '� EST 35 TONS CL A RIP RAP EST 740 TONS Cl II ftIP RAP PIACE GEOTEXTILE FABRIC UNDER CAUSEWAY EST 150 SY GiD SEE CAUSEWAY OETAIL SHEEi 13 " m m TOE OF 1 CAUSEWAY #7 TOP OF CAUSEWAV #1 I.— - C, ---------- E� � � � - � _ _ � � I �°- -> �— `� _8�= _ _ -� .� _ _ f �e-� � 7lE Pl�PDSED Oircn f \\ \ \ ;P[4E - C � � TO ExiSTiNG � f \ � � SPEC/AL LATERAL � C � - � K� GRASSED Syr'ALE E , SEE OETAIL l ; ISEE�CRO55 Sr��ONSBANKMENT � GRASS SWALE OAfA C5yAyTERAL GRASSED siorE �-�ooce FCFr SEE DETAIL 2 � Rta.` n Fi EST 5 CY �DE LP20.- 31J Fl aZ= .a �5 STMIDARD GRASSED SWALE oz= osz rr SEE DE7AlC 3 o�o- i e cFs EST i0 C✓ ODE wo= isFtis RlP RAP AT EMBANKMENT D10= 0.5J Fl CLA55 ll RlP RAP SEE DETAIL 4 STA. 73+56 -L- TO STA. 16+47.50 -L EST 20 TONS E57 20 Sl' GFD � � DETAIL 1 DETAIL 2 w SPECIAL UTFRAL GRASSED SWALE tA7ERAL GRASSED SWALE t ho ,o s�oiel a o s� � ` 5� 3� � � � F 1 W V'� o�so� p 3�� G�ouM sooe i'�Fi J,� O n\ Grou u� � M�ii�. ❑ 1.0 F. Min. D= I-0 PI. v� 6= 5 R. ` FROM L STA.73 � 56 TO StA. i5+Z5 �R1'� ` FROM -L- S7A. 78 � IS 70 STA. 19 o- 75 (RT) FROM -L- STA. 15 '. JS TO STA. 16 - 15 (RT) a � �n DETAIL 3 DETAIL 4 M RIP RAP AI EMdANKMENi STANDARD GRASSED $WALE -n iNo��o s,:.�i .N s i m om� o�;i<�, o �.� �� ..o��d 3,� 3\ Uuuni Graue �n o _ � � N Min.O- 1.0 «. GEOiExTILE� � � FROM -L-STA.76�i�i5T0 STA_16+A7.SO�R'n tyveo�t'-.�o�- Ctni�p-Rap �i -�� STA. 76 F A7.50 (Rlj 0 a DETAIL 5 DETAIL b DETAIL 7 0 � IATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH TOF PItOTFCTION ��oi �o s�oio; � � Ho� ro s<o el I tio� �o s�o e� J F � � ` n�c�:ro Soec %M/e�' 3�� G�ond �xuRe+O� �'�,'C�'� I �/ p Gro.•tl U F Y � . �xi. d � , G h—{I �`G . i'w M n. D.- 1 fL G x��u d Min.O- 1 FI. Nox. d.. 1 Ft. d= J H � J � Max. d= 1 Fl. TYPc a` line.r �� CI ss '9' RiP. RaP b= ]/1. Sw�[ � b- 5 Ft_ �ypc of L�,r�_ CI __ 3' N'��tmp FROM -I- STA. 1B 00 TO $TA. 18 ]5 (RT) Typ ofLiner- >SRM � FROM L STA. 17 � 75 TO STA. 18 � �0 (RT� FROM L STA. lfl � i0 TO STA. lfl � 90 !LT) � � \ _ — tw;�� - N � ',m mN � N � m w m � � INSTALL CAUSEWAY #2 AROUND EXISTING IMERIOR BENT EST 30 TON$ CL A RIP RAP E5T 75 TONS CL II RIP RAP PLACE GEOTEXTILE FABRIC UNOER CAUSEWAV. E5T 125 SV GF�. SEE CAUSEWAV DETAIL, SHEET 74 � � END GRADE � ,� � � - � BEGIN OVERLAY � , � ,_ '�t�' �v�M� -L- $Y0. 16i771J0 � � � � 1I � � CA' �WAY? � �`/TOE � ,� / PROTEGTION � 'FOP OF' %� i SEE OETAIL 7 CAt45E Y / E5T 20 SY PSRM ' � � � " S ITE 2 t, -�,�' ��ro iv � E—�F - v - ------ _ _ - F � \ \ � m� � % ,� / R � � r ' � � CLA55 'B' E5T �TON G 0 5 � ■ Kim ey�>> Horn P-O. BOX 33068 • RALEIGH, N.C. 27636-3068 _ � / � iF�__L_� + / I - � �;�+, , �, , � , F'" , ; e /% / �'�� I �-� ��` `4, 'z� , �,wF�i ' �'p= ,�� '�� „ 1}� - r'I�� v'. .Fr �, [A �i�� V"yO :� �'� L__ _� PA If F�i� I � � � . ,'. i -nNC. I� �_ " ��,� ti- �IICHAEL BLIRGER � _.;t' '-.:�- . � wE�� ORAT41�jONG51Rl � `� ,T . 5`� n � ,r ' �3 `r� ��,_,� ,. �, ._- � ' r „- - [ .. � . . .. . r . ,n,,eL 'E� � �� C�� ti'J — � � _� r � SPEGAL LATER� CE / V' DITCH / SEE DE�AI�I � � / � ' /��TIE PROPQSED D�TCH TO Exl57iNG -L- Sto.20+18.63 END O✓ERLAY SWPECLASSABERAP RAP�CH E5T 8 TONS6 � EST l8 SY GFD � � � �� - LarERa� v� arcH � W/ CLASS B RlP RM .� ,,, \\�;�� SEE DETAi� 5 , � � �,>. A � E57 B TONS EST 5 � DDE / -.�'r ��"c�4` 'y.\ �\,r7 �� ''�� wnoos �`�.`\�LL�, ,� �� EXCAVATb5T0 MATCH�EX�ISTIryGACOND�IONSR lSEf CRO55-SEC7/ONSI � fSEE �CROS � SEC ROEs 6ANKIAENT N SNWLDER BER�I GUT7ER PR0.4�1ND R71AIi+07 TO 17t40 PR�/OR T�QTER�Pp0RyA,RQ�YOF D��PrEOUR EMBANKMENT,REM�f TEMPORARY PIPE AND PLME INAL l5" PIPE pFTER GRAOING lS COI,IPLErE. PROIECT REFERENCE NO. B-5345 RMJ SHEET NO. ROADWAY ENGWEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED PINAL UNLESS AlL SIGNATURES COMPLETED N � \ 100' 0' 100" GRAPHIC SCALE LEGEND AILOWABLE IMPACTS ZONE i � ALLOWABIE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 NOTE: BUFFER IMPACTS FROM DETOUR 6RIDGE /ROADWAY ARE INCLUOED IN TFiE EASEMEMS SHOWN ON $HEET 4. BUFFER DRAWING SHEET 2 OF 4 SEE SHEET 6 FOR -L- PROFILE SEE SHEETS S-ITHRU S-? FOR STRUCTURE PLAIyS BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 Road 15+80/17+41.78 -L- X 1902 3008 4910 1 Brid e 16+10/16+95 -L- X 5387 1203 6590 2 Road 17+02.25/17+25 -L- (LT) X 263 0 263 TOTAL: 7289 4211 11500 263 0 263 Rev.Jan 2009 o, 0 t h c � iT ` � c 3 � c s �n v � � � �n � N � 0 � 0 0 � Q Q_ s � N � N \ � See Sheet 9A For 1 ndex of Shcets See Sheet 18 For �'onventlonal Symbols See Sheet 7C- 9 for Survey Control Sheet � � •� � V � � O V TO JOSEPH_ M BRYAN BLVD ��'� 1�'I� �JF �� 1�HI �C�J�' ��1�� IJJ��lI�� G UILFORD CO U1�lTY LOCATION: BRIDGE 1110. 456 OVER BR USH CREEK 011t SR 2136 (FLEMING ROAD) TYPE OF WORK GRADI11tG, DRAINAGE, PAVI11tG, A1VD STRUCTURE THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENSBORO *DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE AND ASSOCIATED NIGHTTIME STOPPING SIGHT DISTANCE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II sTnTe a � ��TB Pao�No. 46059.1.1 46059.2.1 46059.2.1 e`�PSPN��G� �O � GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >> Horn �DRAULICS ENGINEER PLANS PREPARED FOR ADT 2017 = 6450 vpd THE NCDOT BY: " 50 25 0 50 100 ADT 2040 = 9900 vpd ��"` �� '�p� K = 11% LENGTH ROADWAY TIP PROJECT B-5345 = 0.124 MILES zo,z STANOAao SPE�,F.�AT,oNs ��`� `�� o — - °:. � � � PLANS � = 60�* LENGTH STRUCTURE TIP PROJECT B-5345 = 0.016 MILES �EFFa�Y w.Moo� P.E. �.E. ��i 5O 25 O 5O lOO T _ 3�0 RIGHT OF WAY DATE: PROJECT ENC[NEER SIGNATURE: �9� V — 50 MPH ROADWAY DESIGIV ENGINEER �_��l �: VDET = 40 MPH TOTAL LENGTH TIP PROJECT B-5345 = 0.140 MILES IUNE n,2o�6 caTxEnrNE a.MunnErz r.E. ��° ��o PROFILE (HORIZONTAL) *TTST =1% DUAL = 2% rno�ecz DEsrcnr excrNssn � p�p�� l0 5 0 70 20 LETTING DATE: FUNC CLASS= RURAL LOCAL IUNE 20,2017 /emtEs a.sPEsn r.E. PROFILE (VERTICAL) "SUBREGIONAL TIER" rxo�scr smcrNesn - NCDOT ROADWAY DESlGN f'�E� SlGNATURE: BOUNDARIES AND PROPERTY.• State Line ---- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Q Property Corner Property Monument � Parcel/Sequence Number 123 Existing Fence Line -n � x- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E^a Existing Endangered Plant Boundary E'a Existing Historic Property Boundary �°� Known Contamination Area: $oil � � Potential Contamination Area: Soil -�?, �,?� Known Contamination Area: Water - � � Potential Contamination Area: Water -�?, � Contaminated Site: Known or Potential � Jr ,�i BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap o $ign � Well ° $mall Mine � Foundation 0 Area Outline I I Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream . �S Buffer Zone 1 az i Buffer Zone 2 sz z Flow Arrow -e Disappearing $tream �-- $pring �- -�__ � Wetland � Proposed Lateral, Tail, Head Ditch �� False Sump � ��e"]� ll 1L'e �ll' l�l �ll\�:L�L �l.l"11ll4��.L`d �'ll .LL� �Y ��1�' �%ll�� iL]IllJL �Y�Y fll� � CONVENTIONAL PLAN SHEET SYMBOLS Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF W�4Y.• 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 fLW Marker Proposed Control of Access Line with Concrete CJA 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 � Orchard CSX TRANSPOHTATIpN � Vineyard MILEPOST 35 0 EXISTING STRUCTURES.• swircv � � . " MAJOR: Bridge, Tunnel or Box Culverf Bridge Wing Wall, Head Wall and End Wall - � MINOR: �� Head and End Wall _ Pipe Culvert � Footbridge W � � ,F�; � E E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut --- �- Proposed Slope Stakes Fill --- F Proposed Curb Ramp cR Existing Metal Guardrail ' Proposed Guardrail � � � � Existing Cable Guiderail ° ° ° Proposed Cable Guiderail ° ° ° ° Equality Symbol � Pavement Removal �r� �� I�EGET�4TION.• Single Tree f� $ingle Shrub � Hedge �"�"� ` Woods Line -" ��""'''- Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole $torm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer I.VG Power Cable Hand Hole H-Frame Pole I.VG Power Line LOS B(S.U.E.*) WG Power Line LOS C(S.U.E.*) WG Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) I.VG Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) WG Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � v��EYa� a �oN� � coNc ww � WATER: Water Manhole Water Meter Water Valve Water Hydrant WG Water Line LOS B(S.U.E*) U/G Water Line LO$ C(S.U.E*) WG Water Line LOS D(S.U.E*) Above Ground Water Line N: �oN� „W TV Pedestal - TV Tower �--------< U/G N Cable Hand Hole ❑ �� U/G N Cable LOS B(S.U.E.*) U/G N Cable LOS C(S.U.E.*) � l�G N Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) �—• GAS: Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) 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) 0 � � aic wa+a� • u U 0 � usT � � m AATU R E.O.�. �� ` , �5�� _��, �� 0 � � B-5345 S UR VEY C01�TROL SHEET BEGIN TIP PROJECT B-5345 -L- Sta. 12 + 78.62 NCDOT BASELWE STATION BL-5' N = 870779.1523 E = 1730377.723 _---- -_� � gRY AN� � � �O jos/`�H M/' E�E� Bm03.�9 �/i -- PRE�IMINRRY NEW PERMRNENT DRRINRGE ERSEMENT aLIGN STRTION OFFSET NORTH ERST L 17-54a�B EQe�B 8713B6e744� 1738144.�i�56 L 18�47eIDB 3IDeBB 87137IDe7172 173BB71n�175 L 15-15,�� 68,�� 87I1�2,3720 173�268.7922 L 15-15��0 38,�0 871086,8188 1737243.1387 L 15-8IDe00 -6�.00 871�95e742P� 173�132.4799 L 15�79a99 -3�eBID 871111e29B� 173�158n1364 L 17�25e�� -6G�.IDID 871219e7337 173IDID57.3B65 L 17�25.�f� 30.8� 871235.2869 773��87_.9599 BASELINE DATA e� roiuT oese. Nrr,��i: �AST E��vATreN � sTH-ioN orr��eT BI_-5 871�774.1523 1738377.723D 79�1.v17 11-77.86 ]7.OI LT E BL-6 871143.m534 173�1155.8246 788.52 16�78.35 15.51 LT 7 BL-7 871553.8�3�4 1729960.8975 794.81 21��56.6Z 38.76 R7 R1 4V��LC�4-1 9717H3e35L�e l'129F33.119� 8]6.F�6 24�49.L�� 23.'=i1 L1� BENCHMARK DATA BM? ELEVRTIO:V - BP�i.�79 N 8787'rJ8 E 1738494 L STATION 18�58.8� 45' RIGI-IT ..............................<__,.._.,_ BM3�� ELEVATION � 820.BB� �� , N 871857 E 1729643 L STATION 24�88.2m 39' RIGHT \\ �� NCDOT BASELWC � STATION 'BL-6" N = Il71i43.0534 _ -� R30��5.8246 _� FLEMING ROAD� N PROIECT REFERENCE NO B-5345 Location ar NCDOT GPS STATION 'a00109-I' N = 871783e3500 E = i729633.1190 ELEV = 81Fe86' / /// � � � � �O [3M3 R�OGE E�E� _ �2o.ao (SR 2136) _�_ NT�- -Tp PLE_ASA I �I �, �BRUSH 1 IiCREEK i ,�. ll �N III � ��I , `u� `r NCDOT GPS I � S7ATION "400104-2" � N = 871501.5240 E = 1730545e4030 ELEV = 777.65' DATUM DESCRIPTION TIiE LOCAL[ZED COORD[NATE SYSTEM DEVELOPE� F07 THIS PROJECT ]S h3A5ED ON THE STATE PLANE COORDINATES ESTABL[SHED BY NCGS FOR MONUMENT "400104-2'" W�TII NAD 83/NSRS 2007 STATE PLANE GR]D COORD[NATES OF NORTHING: 871501.5240(ftl EAST W G: 17305A5.4030(ftl ELEVAT[ON: 777.651ft1 THE AVERAGE COMd WED GRID FACTOR USED ON THIS PRpJECT (GROUND TO GRID1 1S: 0.9999608137 THE N.C. LAMBERT GRI� BEAR[NG AND LOCAL]ZED HORIZONTAL GROUND �iSTANCE FROM "400104-2" TO -L- STATION 12+�8.62 �S S 17°59'28" W 664.90' ALL LINEAR �IMENSIONS ARE LOCALIZED HORIZONTAL C1iSTANCES VERT[CAL �ATUM USE� IS NAVD 88 � NCD�OT 6ASEL��NE ,1.�E�, sTAT�oN ��_;. N = 871553.880%I E = 1729%O.fi995 END TIP PROJECT B-5345 -L- Sta. 20+18.63 L I�YNE �1Gl��l'ON NOR1�H ��FiSI FC 1��eBB t37�635e4479 1738491.4221 PT 11�5�,25 87�759.3614 ]73�4�6.586D � PC 19�2�e5� 871418e�134 � 173mB�7.2599 PT 23-1`�e71 871718e3765 172q748.5�47 � G'OT 26 �@� e�LB 87' 83a e 32�3 172�360`�. 2325 S� NOTES 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTftONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP.//WWW.DOH.DOT.STATE.NC. USiPRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FOUND ARE AS FOLLOWS: B5345_LS_control. txt SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED,PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. � INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWORK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS) SHEET NO. 1 C-1 ��:fil NOTE: DRAWING NOT TO SCALE Z O � EXISTINC - GRouND EXISTING � �R��N� � 0�08 w z 4' i �PS ti a � I0.08 Ov02 �-I_- FLEMING ROAD (S� 2136) � /2' I 6' _ I_ I VARIAE � � SEE GRADE NOTE l �� POINT 0: %r 0.02 �\�--- ---� ��` `%z" w � 9%z„ GfiADE 7 0 7/0/J LINC w i 4' � FDf g 0.02 TYPICAL SECTION NO. 1 -L- � i A l� +_`h,OU i u STA lE+i� +i -!g=Gir,! BRiDGE -L- �7A /r y� +%- (ENU bhilir,E','�'1 S/A i8+7i'.00 c;,�ac� � o %H � un�F� TYPICAL SECTION NO. lA USE lN CONJUNCTION WITN GUARDRAIL LOCATIONS AS FOLLOWS: -I_- STA 15+28a75 TO STA l6+10.00 ILTI -L- STA 15t28,75 TO STA l6+10.00 (RTl -L- STA 16+95.00 TO STA 1t3+0/.25 ILTI -L- STA 16+�95.00 TO STA /8+0/.?_5 �RT� 0 0 � NOTE. TRANSITION FROM E' TO lP SNOULDERS � lN THE AREAS OF 8:l TAPERS a � � v � � 2 0 3 0 0 � � �, �n m � 9 EXIST lNG o GROUND � 0 0 a - - - 0 �, Q NorEs: � lJ OVERLAY FROM -L- STA 12+78.62 TO STA /3+56.00 � AND FROM -L- STA 18+77.00 TO STA ?_0+18.63 �3"59.581 21 M/LL NOTCH TO KEY-IN S9.5B FROM -L- STA 12+78.62 TO STA 13+53.62 AND -L- STA 19+43.63 TO STA 20+18.53 3JTRANSITION FROM F_X/STING TO TYPICAL SECTION N0.2 -LDET- STA 10+00.00 TO STA 11t09,00 4l TRANSITION FROM TYPICAL SECTION N0. 2 TO EXISTING �o -LDET- STA 16+65.00 TO STA 17+54.00 N SJEXCAVATE DE7�OUR EMBANKMENT AS SHOWN ON DITCH � �ETAILS ISHEET 4J AND CROSS SECTIONS. `� 6) PAVEMENT EDGE SLOPES ARE l:l UNLESS SHOWN 0% HERWISE � �' 0.08 0.02 �, C'r;� cy �ExisriNs GROUNG VAR/ABLF_ � O°04 SLOFE Q04 � SEE NOTE 5 � ExisriNc �Y?; )l l,N i i �'-5" 2'-4" w l"DPS � _ c, Q C/ � � Ov02 FXiSTiNG _ �GHOUND 9�z �� - - - �'- � °' E� � � � ; cRAOE ra r,vis �iNE TYPICAL SECTION NO. 1 B -L- STA 1�+07.00 TO STA 17+�0.00 (LT) -L- S��A 11+07.00 7�0 57A 17+40v00 1R77 �-�JET- F�EMING ROQ� DEI�OUF� (SR 2136) �� w��'Fl� � � FDFS GRADE, CI POINT i 0.02 0.02 0.08 � u � � � -� SFE X VqR SE� �r � � ' GRAC�E TO 7�l1/5 LINE TYPICAL SECTION NO. 2 -LDET- STA 11+09.00 TO STA 15+59 +/- �BEGIN BRI�GEJ -LDET- STA 14+24 +/- (END BRIDGEJ TO STA 16+65.00 EXIST I NG GROUNp ■ Kim ey >>Horn P.O. BOX 33068 • RALEIGH, N.0 2 7 6 36-3 068 PROJECT REFERENCE NO. SHEET NO. � �� -, ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVEMENT DESIGN C� l'ROP. APPliOX. " ASFh/AL7 CONCRE7'E SUH% qCt COUH L IYPE 5558. A7' nm avFRncE �nr- oF iea tes.PER so r�.im eacN �F rw� �areas �� l'�OP.VAR.OEPTH ASPHAU CONCRETE SURFACE COURSE 7YPE 595B,AT AN FlVEFA6'E RATE OF ll2 (BS.PEF ��7.Y0. PER l" DEPTH TO BE PLACED lN LAYERS NOT TO EXCEED 2"lN DEPTH D/ PROP.APPROX. 25" ASPHAU CONCRE7E /NTERMEO/A7E COURSE TYPE ll9.OB. A7 AN AVERAGE RA7E OF 285 [BS.PER SQ.YD. D� PROP. VAR DEP7H AS/'HAL7 CONCRE7E /N7ERMEDIA7 E COURSE TYPE ll9.OB. AI AN AVEHAGE RATE OF ll4 (B5. PER SQ. YD. PER l" DEPTH. 70 BE PLACED lN [AYERS NOT LE55 THAN 2�2"IN DEPTH OR GREATER THAN 9"lN DEPTH �� PROP. APPROX. 4" ASPhIALT CONCRETE BASE LY7URSE 7YPE B25.003. AT AN AVERFlGE R,�TE OF 956 LBS.PEF SO.YD. �� PROP. VAR. DEP7H ASPHAL7 CONCRCTE /3ASE Q�URSE 7YPE B25.OB. AT AN AV_FRAGE RFlTE OF ll9 LBS. PER SQ YD. PER I" (JF_PiH. TO BE PI.ACE(J lN LAYERS NOT LESS THAN 3"lN DEPTH OR GREATER THAN 5.5'lN DEPTy ,J e��accRFcnrF easF couRSF P PRiMt coar ar rHe Rare oF o. ss cA� Pea so. ro {� r�Ro�sHou�oER eERM currER % EAR7H MA7ERlAL (/ exis��imc �aveercmr I/ MILLING EX157/NG PAVEMENT 0"70 3" lSEE OETAIL BELOWI `lll VARIABI-F OFFTH ASPHAI.T PAVEMFNT (SEF OF7Nl. BE40W) �o KE�iN � _ .. 3„ - - - - - �- - - - - - - - - - MILL 75' OR ( i i 1 AS DIRECTED BY ENGINEER U PROFILE KEY-lly DETAIL U C2 Cl Dl D2 E2 ��------ _ � �� z �z° M�N. �,u�N. , I _ yvEDGING DETAIL FOR RESURFACING O � -L- Jl0./bTIV T/- END BRIOGE -L- Sto.16+95 +/- TYPE 2-F1/V7 1"YPf lil METAL RAIL lil . 39'-6,� /9"-a" SBG 12' F is�-9° sec iz -� = T,.� �-BAR -y�E - - . � BEGIN APPROACH SLAB �� MErac Rnic � if i -L- -L- Sto.15+98 +/- N 3l°l3'39.0"W END APPROACH SLAB -L- Sto.17+07+/- PS - PAVED SHOULOcR (NT51 Sf3G- SHOULDER DERM GUTTrR DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP O CiTv OF GREENSBORO DB 1655 PG 430 DB 2654 PG 529 ' DB 1654 PG 583 -L- Sto. 12+78.62 BEGIN OVEFi�AY _a� � N 47 42'43' E � S.IO' � �� WOODS WOODS � � . �X - iNG P ,� r�`U'='r�z �. ,� .��E�A�,$L� �-� - -- � .- , rsR 2i3s� o �o� Pn M�Rraa e�vo � �V 3/° l3' 390 w e -- � ��°- - - - � 'a^N� �m� == eiP � �,_ � -- e P 78.62 �L1 �/ £ � \" I, � EXIST 6M 'L a0' �"� SFE �N- ET IC�-I o � � ^/� ELEV=803.09 � � �� \ m � o y \ / w 1 _ � ao oa _ woaos ; _ i m m c I/ , i i � , i i � i i i � , D�'IGHT C. THOMAS � � i REBECCA T. TtiOMAS EiF � � DB 4386 PG I4 I i t� i M �E d i e� + p � kP�( Sta. 11+50.25 � i i �. z i i w000s �, X i � ' -L- PC Sto. 10+0 0� �� , � � i � i � �� , � � � � � �� / S, ;� � - � �s� / ��/✓ END OVERLAY �'EGIN GRADE -L- Sta. 13+56.OG � _.�_ w _ _ �� exsrHc R-C'�� f 7/E �ROPOSE� 7�D EXIST/NG / 0 + � -L- Pl Sta 10+75.20 Pl Sta 2/+2/.45 �= 6' 20' 2/.l" �RT J p= l9° 00' 48.2" �LT J D= 4' l3' 08.9" D= 4° 46' 28.7" L = 150.25' L = 398.22' T = 75.20' T = 200.96' R = 1,358.00' R = 1,200.00' DS = 50 MPH DS = 50 MPH SE = EXIST SE = EXIST RO = EXIST RO = EXIST y / � / y \ �� -BL- b w000s � �� m �m � 1 SS +ao �1 �EXIS 40' � � 60'�- - w�oos � �-8�M �` +00 L EXIS s �: E F a:i _�z,�. ,� �v_ - - o rCE.INC RD. SR 2/36 4 P � 12� �`0 29 BST 4' PS �� 4L 7 0 8/ �� `L%�� -� � \ ¢r�PqE +151L1 I �� \ f� � \ bp � � ,� . � SPEC/AL LATERAL � - - � �k\ GRASSED SWALE - - SEE DErai� i E � � EXCAVATE DETOUR EMBANKMFN7 � 'k� rSfE CROSS-SEC77oNSJ E_ waoos LATERAL GRASSED� SWALE 1- 50 L SEE DETAIL 2 �yp� EST 5 CY ODE 128' STANDARD GRASSED SWALE SEE DETAIL 3 EST l0 CY DDE R/P RM AT EMBANKMEN7 CLASS U R/P RAP SEE DETAIL 4 +OS L Esr zo roNs ,zo• EST 20 SY GFD 128' REMOVE EXIST BRIDGt ISTRUC7URE ITEMI 0 � � CITY OF GREENSBORO �DB i655 PG 430 t. OB 2654 PG 529 � 4� DB 1654 PG 583 � t � w00DS � � � w000s � +25L � ( N EXIS t'. � � 37 m 60' +87�L� \ . _ - EX�I i& ''m i ENc� cRanE � ,� � - _ - BEGIN OVERLAY c✓I� � ,� , �- tm_ _-L- Sto. 18+77.00 � � I � � �@ -� �� I � i ��roE ; � � � � � � PRorEcrioN � � � �'' i SEE DETA/L 7 \ ��w{` � �` i EST 20 SY PSRM _ � � z4 P � � � �� - - &�, � �S�y '� �5 � � . ` Zg�'��R -IV �.ONC ,,-,,, � oao . i`-E = 7�=� -€ rn�oNu Fi oi �K � a . �2- ti � h�s � � � � _ rd'#AL�-3�J , ; � � _ - I�� r�� V 1 ��. /p �� ,� � �` \ .. � 1�E � . � , �� 401 {� m �I�� 1� 'L� �m �C � /� � � � �� \ tiqo ti�� ' � \ `,� y�Gk��` \RIIIb 6� S �ao� _ - � �` ` .} � �x o I IN \E � ED�4AR� GALAVIZ � PATRICIA L GALAVIZ � �� DB 3230 PG 787 t�:� �. ! -L- PC£5ta. 19t��0 �i . Kim ey >>Horn P.O. BOX 33068 • RALEIGH, N.0 2 7 6 36-3 068 � i � i / � � / � -t'= PT Sto. 23+18J1 4� � I � i e �t� � � �qeP �so \\ �/�r�� €� _ �� pa olW /T� ��/. � i - �`' � �� m ��/ � �% ° �WEo � � i �� a � t� � / �O' 2SF0 � / BRK � � � c e o�'� � 4:i -pNc. rGari� zIEJ �`�.; � �.,ti�, MICHAEL C BURGER � 4J �/ e p4 . ORATAi y�ONGSiRi WELL � m°'til� � DB 7409 PG 2452 � I �' z t � � �``````)��,,, � � �� j� [[[ �' � W OGS � � � 2� E- �n,�,� ` 20'UPB 5� PG592ENi - / S � � �� % ` oN� �: - - - �`� � � MONl1MENT /%� / _ � 34 8RK/i0' WD RAIL � � � ///�� "L� � �l1 � F - - �__ - - t- / ° ° � � � 4'F} � l2� �'�' ��j/ � �___��3 t P 1z� --- ' x i N / 1:1 ' -- - -- J_ Q w-- O � / � wA1ea suPP�v� x / n� �- .1 f, �_='4,'PL _'= F MONITORTIG X��-6/ / / _P�E = - � 1Hai�eR �asi t� � � � i SPEcia� tarE�,'ac -BL- � �� P �i _ V' DITCH E �E � � � � / EE DfTAG�I � �� i \ �' ��TIE PROPOSED DITC . � Q S � /� � 70 �X157/NG t� ' � � � �-E�� E IA ,"a�a'� woo \ �L _ �\ �i °sii. cAs�Nc�� ] uscs (60' AiURI I }�, STREAM � 1 N�'� GAGING � sinnaN W oDs C� �� CLASS 't3' I '� � R/P RAP �E57 �TON � EST 5 SY F GFD � 1 m �� I � DETAIL 1 DETAIL 2 CITY OF GREENSBORO �, � � D SPEQAL L4TERAL GRASSED SWALE DB 1655 PG 430 � LATERAL GRASSED SWALE DB 2654 PG 529 � n��o s�iei � � Nouo s�ie7 � ko„� � DB 1654 PG 583 � � o�r<h � �� n �� i � � sioce Fp � i . m eo�\ p/ 3�� Slope ��. �.� p 3\ G�aund ..r � I Min. D= 1.0 Ft. - 66.35' .3 � � Min. D= 1.0 Ft. . 6= 5 Ff. I '� p FROM �- STA. 13+56 TO STA. 15+25 (RT) �� ; / o FROM -L- STA. 18+25 TO SiA. 19+75 (RT) FROM -L- STA.15+25 TO STA.76+15 (RT) � � � � � � DETAIL 3 DETAIL 4 � P RIP RAP AT EMBANKMENT � C m� � STANDARD GRASSED SWALE �No��os�oie) m � Inoiro s�ie� rl � to �. m urol � �ol Diich �� 0�� 2, I- \ rvm No�� I G.ound�3 ,��und Grade WOODS �n � °� �- � N � Min_ D 1_0 Ft. GEOTE%TIIE-� �\ � � �, ��.,n .. .- = - � FROM -L- STA. 76+15 TO STA. 16+47.50 RT ` ` '�� -+' `�" "' �� - - - - � W� g � ( 1 rvice ar �me.- ei u x��a-R�v _ �`�uu� �_----- Q�G�a - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - e�= i� -L- STA.16+47.50 (RT) - - ' - 25'GRAVEL SR 3227 _ - - p � BFA55 E�LE LOOP R� ,_- � � DETAIL 5 DETAIL 6 DETAIL 7 �-�_� ��RCP X_ I �I \.\ � N 3o scDe1CH c;oV^a ' saP SPE�� ry� LAT �O1eV' D`TCH cround cRouNo TOE �PRO SE�ce ION ��A� I .. �qg��WD RAiL. T� I \�/ ATE r Q /1 6 _ � FIJ �-� � ODS ml y Soae � d d � b N �N �� -i �I - d CITY OF GREENSBORO � � L�eo,e�,�e -Geo�e.,��a - �, � M�n. D- t R. M��. D= t F�. d- 2 Fl. i J DB 1655 PG 430 �� CO Max.d= t Ft. Max.d= t Ft. TyPe o4�ner= Closs'B' Ri�.R_Jp 6= 2 F. siorE DB 2654 PG 529 I�� I N b= 5 F. FROM -L- STA. 18+00 TO STA.16+25 RT TYpe of Liner= PSRM p8 1654 PG 583 -� � Type of Liner= Class 'B' Rip-Rop () N FROM -l- STA.17+75 TO STA. 16+00 (RT) FROM -L- STA. 18+50 TO STA. 18+90 (LT) �� I I II � �, w000� � � 7� CITY OF GREENSBORO � DB 1655 PG 430 / �i��}� � DB 2654 PG 529/ ��. DB 1654 PG 58�,�� / 9Ooo i �'/ /// e i 3 <� � �' �,y�('� / /' � N ¢�N .�-/ / / m /� / � Si / 1 ��/�i � / w00D5 r � %�� \� _ _ - _ _ '�`` � � \B�R�P � �\ \ I 1 � �� \ � \�� W�ODS I �\ \ ��. � � \ o_ c\ I � �� o -cPm- h�2oi��`2\ \'� �� s( F �� i 05 `� EXIS ' � � �� "' /� / � �� _ �� i �5 END TlP PROJECT 8-5.� 5 � � � � � END CONSTRUCTION � ' �._/ / � -c- sro. 2o+18.s3 . ' �" / � � END OVERLAY ` i - / � � SPECIAL LATERAL 'V' 0/TCH /� �� w000s i W/ CLASS B RlP RAI' ,�// %� +� SEE DETq/L b , _ � � � e EST 8 TONS � � �� ES7 /8 SY GFD . / � � - LFlTERAL 'V' DITCH / W / CLASS B RlP RAP / - � � � �� EE DETNL 5 � � � � - ��. � E578TON5 � / ��A- � EST l8 SY GFO / � � � � } �,�P�. �'P . � \ EST 5 CY DDE , . � � �j � A � � � � � � � / ,�`�� / s�' woo�s � ` � �. � , ��, � �, � , �o,,, ,, ,, 5� � � ' �5�� '�, � , �; i � \ INTO AREA OF OF l JUi7 EXIST/NG CONDIIION_ SNOUCDER BERM GUTTER FROM-L- STA.I7+07 TO 17+40 (U AND RII s41L1 �' INSTALL TEMPORARY l5"Pl�t PRIOR TO RFMOVAL OF DETDUR EM5'ANKMrN7.REMOVE TEMPORARY P/PE ANO PLACE F/NA(. l5" 1'lPF' AFTER GPADlN6 /S LOMPLE7E. PROJECT REFERENCE NO. SHEET NO. � 5 3�,, =� RNJ SHEET NO. ROADWAY HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � `'� � m THERESA ANN WEISS £ DOUGLAS C. �'EISS � g � A DB 6665 PG I43 � �A\ \` -L- POT Sto. 25+00.00 �\ '4`\ 43 / / G�S- �100 0�1-I _ �\\ � \ 6b"eRK � ' � / 3�.,� �, �� i� - � % �� . /` f /E ftD 3 ��` % v"f RID� nSP � .�p ��i J 1a P� �-// , � �� 0 �� R �� ERN2136?'%`�� /F�P �EF �sHrFr ic� 5� jr�2j �✓�� i=szo.00� _ N - �j,,�``i � I I JAMEs A NELSON i y ELISABETH S. NELSON DB 6424 PG 1844 � � RALPH �.GUFFEY PATRICIA A. GUFFEY (GUFFEY PROPERTY MANAGEMENT - TAX LISTINGI DB 4328 PG i078 SEE SHEET 6 FOR -L- PROFILE SEE SHEETS S-ITHRU S-? FOR STRUCTURE PLANS O � � � � , \ tiqo �c � ,_` � `�� R/oa `8�%05/ S s�O\ PROJECT REFERENCE NO. SHEET NO. Kimley >> Horn � I�yy4 HEET NO. P.O. BOX 33068 • RALEIGH, N.C. D636�068 ROA�WAY HYDRAUUCS ENGINEER ENGINEER //' F `� I /� \ � /3' 26' II� 7 \ 2'PS //' /J' � � o'PS / �?� y _ _' _ _ �� ' �/�� ' 1 �FMP TEMP � I E \ I �Pe -LDET- �iir� � O I � Eo�NnRo ca�aviz � � b000� i� � PATRICIA L. GALAVIZ NX BEGIN BRlD6E /y 3/° l3' 39.0" W � � cirv oF GREENseoRo � oe szso Pc �e� �3 �� /�� ' � -LDET Sl'O.13+59 +/- �� `� p Z,_, �B i655 PG a30 Q � �3 �-��y � DOCUMENT NOT CONSIDERED FINAL J O� DB 2654 PG 529 PS - PAVEO SHOULDE� ��1 � � � DB �654 PG 583 � �Q �� UNLESS ALL SIGNATURES COMPLETED DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP � � � \ �J � � �� 3 � ;, � �� 1HEaEsa aNN �yEiss /� � iNsrnri � 3 ° xa �ouc�as c. VyEiss � rEnaPORnRr � � a `T \ l� � � � � � � �� ♦ �� 'UARDRAIL � wooDS � � � �� o � � � / _� � � g P DB 6665 PC IA3 GTY OF GREENSBORO C� �� .� � � : wE�� -i � Q � �� c oa iess Pc nso w000s r END ON TRU�lO� � � � �� DB 2654 PC 529 � � � � � �n �� +25L �� `c�'� � �P DB 1654 PG 583 � INSTALL TEMPORARY � c+ 3KIS ��. -L�E - � T .S)O.l7fJ�4.0 = � 0 2sF� � � � �� -GPS- ��I��-I � cr�au 3so � �m ea 5 -L- OCI ta.20+18.63 ` � � -' � �� ` ��; I / � I__ BRK � ��\ � \ �y^BRK i� G ��` BEGIN CONSTRUCTION � � � �''� �� ez$s � � � � 30� ; � -LDET- PC Sto.10+00.00 = -61_- 6 �m i __ �� ioE PRorEcnoN - � �5 �� --' � coNc. ,�P"��'° �� o � �� -.' � � SEE DETNL 7 = �' r � t;i, -L- POT SfO.l2�"75.62 � �� waoos c+ � �� I -k '- � EST 80 SY PSRM ��ti �`" MICHAEL C BURGER � ' � F / RD � t ° m m I � � �- 1n'-- �/ tip� - wE�� ORATAIWONGSIRi � � � .� � Ri�`E �u-"a,> INSTALL TEMI�ORAR ��- � I � �' � : ,� �i � e ti�^�� DB 7409 PG 2452 . - ��/o p �� - b L- 5 � B / �' S f F; z e P'% , � �/ "�,� �r"'�, _ GUARDRAIL � . � ,� � � v.� � r�' 1- L� _ -- � �1 I / } � �.ao _ i oe �RorEcnoN EXeo � �C � � �� ' � � � �� , �� IN� R� / /� ��E :� � sFe oerv� � ao �� m �(� � � � w000s � � �� -��E i36� / eM u� 60� Y.i✓ � 2C'��I ITY EPSEMENT i`1 E �� /� Z � ,p EST 85 Sl' PSRM � � INSTALL V -. ^m pa so Pc sz � , ��R� '�,� �t�P SEE SHE�T IC-I i✓ � - Z��li ELEV=820.00' . � i - -' � p � - _ � � � 7FMPORARY �� {� � �� , � �Q• I�� ie� �> � � �--a,M � � � � GRFlU 350 �. - oN� � �� N � � / 'a N 4 r'4? 43" E� `� �� w00U5 +00 L J � ` o I5.10'�� WOO�S 1 EXIS �s r � � CONC. ��_MONLIMENT _ _ o, -� =�% 1 � _ S..'S WOO�S ,.,0. . E Siwt, � s�. E �`y � E MONIJMENT� P RK/ 0 WD RAI� _�� / � 4Pl- /"�� E � �� a.iw � J- / _ � . . ' � . . _ � �✓�...�: __ ��__� .+�� __ _ 7,^ �- w - -- _g�-_--- -�^'�j.�_ �_��.. �N L-� _ -___ --µ�- -"_------�__--_ f -� o�� / //�/ _ � 34 8 _ _ � ��T . / . J/ _- - - �- (SR 2/.�6J � / s - - - - � F F r,vc Ro. sR zse � � _ _ - - - - " � � � _ � / � E � AN BLVO o o - - _ _ 4��',J�� .. . . `�:� ✓T; � N M BR/ ' � -� ��: ro�os�r+� � �V 3/'/3'390 � '� �/'' _, ea�esr F - �L F -- -�_- ___--� N �� \ w000s V ' ti �x / ._----- . . _ , e�i " a � � - - - - - - - a+ - _ _ ��i� i �„ �,� p �°�---� a•�� . _ ---- - �� - � --f-, F�� S7' � 4__ .-�c '�. ��`.� � -- - � - � �-�`� /! � � _� F' o q^ G A1ER Sl1PPLY X / �.�, __ ei. - � �" � e� - ncarw_ , ,� - . c� - - �� : . ->_ � (� ,- '� - S:i2'�''� - - -- -� � � � rani��ERR��asi x�t � i . � ��i � � +�s.ez � E =� �-' ! s� _� �_ � � -BL- 7 i��P,.� � I 8 �' exisr � F � / � ��' � , � '� ' � ��, � � �C � n�- i I �AMES A NE�SoN SEi �SMEET IC �I � � �� 40 � �� E � z j' f� 2' PS � �' � � 5� � � � y ELISABETH S. NELSON T +15L /F \ C. - m�8:1 Q / / �8 6A24 PG i844 cLFV 80�.C9' � � � / E%IS RNJ \ 8"/' 1 \m -� qy� C . / � " � � w� � y � � � � 60' � � � .�F +05 TlE PHOPOSED GITCN �� g �,�,y �� w � i �O0'ook'OOoa. � o � � � � - � �� 4`- �� . ' � Q +a7 L Exis . INTo ExlsTlNc i S `. � � / � �. � � ao.00 s e,;o ,�. .. F r� '� G Exl� a o /� � �� / o w i,i, a -'�` '] \ END GHADE' / e � � / / waoos � _ � A�F,cR c E �� `� M�stu\� A �. A w000s -LDEr s+a�r6+G5.00 � � �" � i � � � K � I ,� aa_n,k1 � � V -L Sfa. i9+�7.88 ll1.38' RT) � � �� , i � i�-'' m� �� -'/� -E=^� i i £ A � _� _ -� +sa � +zoa� sPEr�n� cur oirc�ht � / /�' � � �� PRO�OSED DITCH - - � bp� �, �00�' � SEE DE7AlL H / �� ' � iNroExisnNc w000s �'20 � � � � �rEMPor�ARr LDET- PRC St�l6+1B.43 � � � INSTALLTEMPORARY �i o� A u�R�� ', 51REaM W��CLASS�'B'RlP RAP�CH �. / i 128 � uscs � GRAU 350 �� woo�s D{41GHT C. THOMAS � i GRAU �50 �� eaciNe SEE DE�NL 6 �� -f.� REBECCA T, 7HOMAS � t � �iarioN ES7 20 TONS � � / � OB 4386 PG I4 E�F � i BEGIN GRAD . LATERAL'V'DITCH .� �� ,� � EST 40 SY GFO / �� e � �� -LDET- Sta I1+09.0 - SEE DETAIL 2 /` e � � � I MS7ALL TEMF'URARY LA7ERAL 'V' D/TCN � � / � " i i EST 20 CY QDE - o�s I W/ CLASS B R/P RAP � i -L Sfa.l �86.7/0'_.20'RU - �4� GUARDRAIL � �� SEE DETNL S �'�� ''��R`� � cun�oR,��MPORARos � -LbET PC Sta. 14+43.19 esr 2o roNs � �� - x��`� � 5�� + � � -LD T- Pg7C Sto. 11+67.09 � iz°s � ly l° l 39.0" W Ess�r s cr o�E ' / /� ��a��A � , � / � sPEciu u,rEH�� v�o�rci�i� � -LDET- PT Sto. /3f34./9 �� +a�'P` ��, � �� w000s /��_ � �� i � �',� SEE DE7AlL 1 _ � �. i � � �� I ,p i � S7AN�ARO 'V' DITCH . � . � �i � �. �� a�� i F EE oE ni� 3 �� i� �� i � i �,7 FSI �s rr �DE' � � � y�� w000s �` � . � c i � / � RlP RAP A7 EMBANCMEN7 yN �� / �0/ �� . r i i CLASS ll RlP RAP y-. � p/ � tF DETA/L 4 � � � �0�� EtiT l0 TONS i � /� � � / � � � �I � �1 � O E57� l0 SY GFD � � I �j, \�S �p�� a � i CITV OF GREENSBORO CLASS // lP RAP w000s � � 5''�� DETAIL 1 � DETAIL 2 � �j � �� i� RP �� o DB 1655 PG 430 7�0 FLF_V�79.0' l /� 0 � � SPECIAL LP.TERAL'V' DITCH LATERAL'V' DITCH (S�RUC7U�f5 � � I��na s�oiel �tiono s�aiol D9 2654 PG 529 (Ay 17F_'M,`I�'Pl � �o�� DB 1654 PG 583 � � �� CITDB�655RPG A30�R0 � � � �1�� / � sone To�� Hm�.�i u �� Hoe�,oi �; DB 2654 PC 529� ��. �� \ 2� a�f p �.� c�o��a sioae •��a.� p,�.� c,a��a � DB 1654 PG 58� �+ /6 o �� M��.o= �.o Fr. � i_ ._ 66.35, y � .o .j� �"" RALPH y� GUPFEY � � Min. D= 1.0 Ff. 6= 5 Fi. S ' o� - 1 � l / � �� /� ,�,f-�'' PATRICIA A. GUPFEY �, � � �4. � �/ ICLIFFEY PROPERTY � / / FROM �DET- STA. 11+00 TO STA.12+75 RT lY /�� i �`'s`� MANAGEMENT - TAx LISTING) / � FROM -LDET- STA.12+75 TO STA.13+66 (RT) <� rv � / � e}`y�"' DB 4328 PG 1078 � � �' mN m~ i /� / // DETAIL 4 DETAIL 5 � �'n DETAIL 3 N s " �� i � <I' RIP RAP AT EMBANKMENT LATERAL'V' DITCH m � STANDARD 'V' DITCH eio s�ie �n i No� �o s�oiei � "° � � i No� �o s�ai�i `^ � �� w000s m iom�. b I � m Narurol N �ur,ai_ D'itch �' � - � J, F�II ' l NaNYa - / � / I G�o��d �,� p 9.� G ��d Gade t(l m� 2- Slova .Fe. �3.� p� 1n� � i i � N Min. D= 1_0 Ft_ GEOiEXTILf � ... Georex e ". � �� I �� I �F � Min. D= 1 Ft. - � - _ / I �9� \ '. M1 Mox. d= 1 Ft. � - - - - �I - - - -�� J� G FROM -LDET- STA. 13+66 TO STA. 13+88 (RT) rype ol u�er- [L ii R�p-aop - __------ - � 6= 5 Ft. TYPe of Li�er- Closs 'B' Rip-Rap _ � - \ � _ - - - - z5 cRave� SR szz� _ - - - - I -LDET - (I/�T = 40 MPHJ i -LDET- STA. 13+88 (RT) p FROM -LDET- STA.14+85 TO STA.15+25 (RT) BR�g EqG�E LooP FD __- _ �\� a DETAIL 6 DETAIL 7 DE7AI� 8 -----� �' RCP v�\ \\� Pl Sto 10+8438 Pl Sto 12+5/.48 Pl Sto 15+3/.77 Pl Sto 16+86.66 --- �, �� \ \\ 4= l9' 44' 227" (RTJ p= l9` 44' 227" (LTI p= 20° 42' 07.1" (LTJ p= l6° 00' 59.3" (RTI 0 F SPECIAL LATERAL 'V' DITCH TOE PROTECTION SPECIAI CUT DITGH -� _'�- -� -' X � � 'ur I , A \' aa wo Rai� ^T� �" W 5 � 2\ D= ll° 48' 48.8" D= ll° 48' 48.8" D= ll° 48' 48.8" D= ll° 48' 48.8" t No� �o s�oia� � n no s<oie� � Nm m s�ia� „1"v" °^' �3. F��\ -ATE I I � \ �i L= 167.09' L= 167.09' L= 175.24' L=/35.58' � D'�cF O 1 � O0. � sLOPE oi��h ,� . � � C� - _ _ ��Pe � Q 2�� o��a �,� ti� s��Pa F, o �_ Na��,ai w000s �� T 8438' T 84.38' T 88.59' T 68.23' t ` ° a �R�� E� �'�'\ o ?'� � °�°"d � m ! m ; �� m � �� R = 485.00' R = 485.00' R = 485.00' R = 485.00' �ceorexr�e y- CITY OF GREENSBORO a °' �\ � ��e SE = RC SE = RC SE = RC SE = RC Min. D= 1 Ft_ `-Gao�ax�ile Min. D= 1.0 F. � �^ � \�\� \ k4 d= 1 F�. DB 1655 PG 430 S� � �\ \ %� RO = 38' RO = 38' RO = NONE RO = 38' Ur Man. d= 1 F. TYPB of Liner= Closs 'B' R'ip-�Rop � _ � s � R � FROM -LDET- STA. 15 I 75 TO STA. 17-i 54 (RT) DB 2654 PG 529 I m I,-GP m �Ql�q-2 ' �\ �� / n N FROM -LDET- STA. 75=25 TO STA.75T75 (RT) TYpe of Liner= PSRM DB 1654 PG 583 I�� N�� \ FROM �DET- STA. 12+ 00 TO STA. 13+47 (LT) � �� \ �� SEE SHEET E FOR -LDET - PROFILE � Feonn -�oer- srn. ia+sa ro sTn. ie+�s �u� C � I� �, /\ SEE SHEETS S-1 THRU S-? FOR STRUCTURES PLANS B-53�5 RE��AC CROSS —�— ��EMIIUG ROqD �SR 2/.36) EI�EIVT 0� BRIDGE IUOo �56 SECTlOIV lIVDEX X-2 THRU X—l0 C O, O ti W O 4 O L �I P rv� � � U � k 0 3 0 0 2 � m � � m � N � M n O � 3 0 0 0 � ¢ � C O, O ti W O 4 O L �I P rv� � � U � k 0 3 0 0 2 � m � � m � N � M n O � 3 0 0 0 � ¢ � C O, O ti W O 4 O L �I P rv� � � U � k 0 3 0 0 2 � m � � m � N � M n O � 3 0 0 0 � ¢ � C O, O ti W O 4 O L �I P rv� � � U � k 0 3 0 0 2 � m � � m � N � M n O � 3 0 0 0 � ¢ � C O, O ti W O 4 O L �I P rv� � � U � k 0 3 0 0 2 � m � � m � N � M n O � 3 0 0 0 � ¢ � C O, O ti W O 4 O L �I P rv� � � U � k 0 3 0 0 2 � m � � m � N � M n O � 3 0 0 0 � ¢ � C O, O ti W O 4 O L �I P rv� � � U � k 0 3 0 0 2 � m � � m � N � M n O � 3 0 0 0 � ¢ � C O, O ti W O 4 O L �I P rv� � � U � k 0 3 0 0 2 � m � � m � N � M n O � 3 0 0 0 � ¢ � C O, O ti W O 4 O L �I P rv� � � U � k 0 3 0 0 2 � m � � m � N � M n O � 3 0 0 0 � ¢ �