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Home My WebLink About20140737 Ver 1_401 Application_20140716STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY July 15, 2014 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mr. Steve Kichefski NCDOT Coordinator Subject: Application for Section 404 Nationwide Permits 13, 23 and 33 and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 34 over Falling Creek on SR 1404 (29th Ave.) in Catawba County, Federal Aid Project No. BRZ-1404(13), Division 12, TIP No. B-5150, Debit $240 from WBS 42311.1.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 34 over Falling Creek on SR 1404 with a 10'x13' triple -barrel reinforced concrete box culvert (RCBC) on the existing alignment. The project will utilize an on -site detour, located downstream. The temporary detour structure will be 3 @ 120" diameter circular corrugated metal pipes (CMP). There will be 166 linear feet (1f) of permanent stream impacts: 69 if from the placement of the RCBC, 53 if due to bank stabilization/floodplain benches at the inlet and outlet of the RCBC, and 44 if due to bank stabilization that is to remain in place at the outlet of the temporary CMP. There will be 166 if of temporary stream impacts associated with the project. An additional 53 if of temporary impacts occur within the bank stabilization impacts, and thus were not included in the impact calculation in order to avoid double counting of impacts. Please see enclosed copies of the Pre -Construction Notification (PCN), EEP acceptance letter, stormwater management plan, permit drawings and design plans for the above referenced project. The Programmatic Categorical Exclusion (PCE) was completed in June 2013 and distributed shortly thereafter. Additional copies are available upon request. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6000 FAX: 919-212-5785 WEBSITE:NCDOT.GOV LOCATION: CENTURY CENTER, BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 This project calls for a letting date of February 17, 2015 and a review date of December 30, 2014; however, the let date may advance as additional funding becomes available. A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please call Bill Barrett at (919) 707-6103. Sincerely, Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List 2 1 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 23 33 13 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 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. 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 34 over Falling Creek on SR 1404 (29th Ave.) 2b. County: Catawba 2c. Nearest municipality / town: Hickory 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-5150 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 applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6103 3g. Fax no.: (919) 212-5785 3h. Email address: wabarrett@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.4 January 2009 2 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 3 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 35.772560 Longitude: - 81.320020 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 0.70 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Falling Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Catawba 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Land use in the vicintiy of the project consists of approximately 60% residential, 30% forested land, and 10% agriculture. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 605 3d. Explain the purpose of the proposed project: Example: To replace a structurally deficient (sufficiency rating of 13.1 out of 100) and functionally obsolete (deck geometry appraisal of 2 out of 9) bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 100-foot bridge with a 10'X13' triple-barrel reinforced concrete box culvert (RCBC) on the existing alignment. There project will uitililze an on-site detour, located downstream of the permanent structure. The temporary detour structure will be 3@120" diameter circular corrugated metal pipes (CMP). 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? Comments: only perennial streams - no JD needed prior. Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Brett Fuelner Agency/Consultant Company: NCDOT 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 this project (including all prior phases) in the past? Yes No Unknown 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. 4 C. Proposed Impacts Inventory 1. Impacts Summary 1a. 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. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction 2f. Area of impact (acres) Site 1 P T Choose One Yes No Corps DWQ Site 2 P T Choose One Yes No Corps DWQ Site 3 P T Choose One Yes No Corps DWQ Site 4 P T Choose One Yes No Corps DWQ Site 5 P T Choose One Yes No Corps DWQ Site 6 P T Choose One Yes No Corps DWQ 2g. Total wetland impacts 0 Permanent 0 Temporary 2h. Comments: No wetlands are located within the construction limits. 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. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermitte nt (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non- 404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T proposed culvert (RCBC) Falling Creek PER INT Corps DWQ 25 69 Site 1 P T Bank stab./ floodplain bench Falling Creek PER INT Corps DWQ 25 53 Site 1 P T Temp. Diversion/ Impervious Dikes Falling Creek PER INT Corps DWQ 25 20* (0.02 ac.) Site 2 P T Temporary Pipes (CMP) Falling Creek PER INT Corps DWQ 25 62 (0.03 ac.) Site 3 P T Bank stabilization Falling Creek PER INT Corps DWQ 25 32 Site 4 P T Temp. Detour Roadway UT to Falling Creek PER INT Corps DWQ 3 84 (<0.01 ac.) Site 4 P T Bank Stabilization UT to Falling Creek PER INT Corps DWQ 3 12 3h. Total stream and tributary impacts 166 Perm 166 Temp 5 (0.07 ac.) 3i. Comments: * 53 LF of temporary impacts at Site 1 occur within the permanent bank stabilization impacts; therefore, they were not included in the impact calculation in order to avoid double counting of impacts. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: No Open Water impacts within construction limits. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flo ode d Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 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 any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: This project is not located within a protected buffer area. 7 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 triple-barrel RCBC will be located on the same alignment as the existing bridge. Floodplain benches at the inlet and outlet of the RCBC, along with 1-foot sills, will establish a high flow barrel and direct stream through the two base flow barrels. A temporary retaining wall will be utilized from STA. 14+25 to STA. 14+70 -DET-LT to contain fill slopes from the Detour (-DET-) alignment and minimize permanent stream impacts to the UT to Falling Creek. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce stormwater impacts to the receiving stream due to erosion and runoff. Roadway runoff will discharge thorugh vegetated roadway shoulders/fill slopes to vegetated roadside ditches priori to entering the receiving stream. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: 154 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the 12 linear feet of bank stabilization impacts to UT to Falling Creek. The bank stabilization impacts do not require fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. and are not subject to compensatory mitigation. 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. 8 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 9 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: If required from 1a, see attached buffer permit drawings. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW 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 5b. Have all of the 401 Unit submittal requirements been met? Yes No 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 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.) Comments: Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes 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 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? Ir Yes • No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? �4 Yes • No 5c. If yes, indicate the USFWS Field Office you have contacted. • Raleigh ■ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Regarding 5b.: checked with the USFWS website. Dwarf -flowered heartleaf and Schweinitz's sunflower are the only species listed for Catawba County. NCDOT biologists conducted surveys for both species in 2013, and no individuals of either species were observed. This project will have No Effect on any of the Catawba County Federally listed species. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? • Yes /1 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 status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? • Yes ►/ No 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 W. Hancock, P.E. 7 -/6� (C� 4Richard fApplicant/Agent's Printed Name _ — Date Applicant/Agent's Signature (Agents signature is valid only if an authorization letter from the applicant is provided.) 11 Pat McCrory Governor ATA NCDENR North Carolina Department of Environment and Natural Resources Michael Ellison, Director Ecosystem Enhancement Program July 15, 2014 Mr. Richard W. Hancock, P.E. Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Hancock: Subject: EEP Mitigation Acceptance Letter: John E. Skvarla, III Secretary B-5150, Replace Bridge Number 34 over Falling Creek on SR 1404, Catawba County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on July 14, 2014, the impacts are located in CU 03050102 of the Catawba River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Catawba 03050102 CP Stream Wetlands Buffer (Sq. Ft.) Cold Cool Warm Riparian Non- Riparian Coastal Marsh Zone 1 Zone 2 Impacts (feet/acres) 0 0 154.0 0 0 0 0 0 This mitigation acceptance letter replaces the mitigation acceptance letter issued on July 1, 2014. This impact and associated mitigation need were under projected by the NCDOT in the 2014 impact data. EEP will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, Jain B. Stanfill EEP Asset Management Supervisor cc: Mr. Steve Kichefski, USACE — Asheville Regulatory Field Office Mr. Alan Johnson, NCDWQ — Mooresville Regional Office Ms. Linda Fitzpatrick, NCDOT — PDEA File: B-5150 Revised 1652 Mail Service Center, Raleigh, North Carolina 27699-1652 Phone: 919-707-89761 Internet: www.ncdenr,gov An Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper (Version 1.2; Released July 2012) B-5150 County(ies):CATAWBA Page 1 of 3 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Surrounding Land Use: URBAN0.14 ADT 2015 = 14024 / ADT 2035 = 24100 (Design) 0.60Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): Buffer Rules in Effect Project Description None No None NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Class C Other Stream Classification: GREGORY BRICKHAM, PE City/Town: 919-781-4626 DEPARTMENT OF TRANSPORTATION Address: Hickory 919-707-6755 Catawba ac. General Project Narrative:The project will replace Catawba County Bridge #17-0034 and its approaches with a culvert. The proposed replacement structure is a 3-cell, 10'x13' RCBC. This structure provides 2 – 12’ travel lanes with 4’ foot shoulders. The project will utilize an onsite detour, located just downstream of the proposed -L- alignment. The temporary detour structure will be 3 @ 120" diameter circular CMP. There are no wetlands present within the proposed limits of construction. Buffer rules do not apply. There will be a total of 166 linear feet of permanent stream impact at the project site. This includes 69 linear feet of permanent stream impacts due to the placement of the proposed culvert, 53 linear feet of permanent stream impact due to the bank stabilization/floodplain benches at the inlet and outlet of the permanent culvert, and 44 linear feet of permanent stream impact from the bank stabilization at the outlet of the detour pipes (CMP). There will be a total of 166 linear feet of temporary stream impact at the project site. This includes 20 linear feet of temporary impact resulting from the temporary diversion channel and impervious dikes, 62 linear feet due to placement of the temporary detour pipes (CMP), and 84 linear feet due to the placement of fill from the temporary detour roadway. 53 LF of temporary impacts for Site 1 occur within permanent bank stabilization impacts, and thus were not included in the impact calculation in order to avoid double counting of impacts. STORMWATER CONTROLS: The proposed culvert project does not utilize deck drains. Roadway runoff will discharge through vegetated roadway shoulders/fills slopes to vegetated roadside ditches prior to entering the stream. Vegetated treatment swales are not required for this project. Typical Cross Section Description: References ADT 2009 = 11000 0.70 Average Daily Traffic (veh/hr/day): ac. North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS BILL ZERMAN JR., PE Bridge To Culvert Replacement RALEIGH, NC 27610 General Project Information Address: 5/21/2014 MOFFATT & NICHOL 1000 BIRCH RIDGE DRIVE 1616 E MILLBROOK RD STE 160 RALEIGH, NC 27609 Project/TIP No.: NCDOT Contact: Project No.:B-5150 Contractor / Designer: BZERMAN@NCDOT.GOV Catawba DWQ INDEX# 11-60 GBRICKHAM@MOFFATTNICHOL.COM 12' TRAVEL LANES WITH 4'-0" PAVED SHOULDER AT CULVERT 10' TRAVEL LANES; NO SHOULDER; 24' OUT TO OUT N/A NCDWQ Stream Index No.: Supplemental: None None Primary: FALLING CREEK (Version 1.2; Released July 2012) B-5150 County(ies):CATAWBA Page 2 of 3 Sheet No. Station (From / To) Feature Impacted Water / Wetland / Buffer Type Receiving Surface Water Name NRTR Map ID NCDWQ Stream Index NCDWQ Surface Water Classification 303(d) Impairments Type of Impact Existing SCM 14+58 -L- 14+87 -L- 14+56 -L- 14+92 -L- 14+55 -L- 14+94 -L- 14+74 -DET- 15+12 -DET- 14+65-DET- 15+02 -DET- 11+31 -DET- 12+16 -DET- 14+59 -DET- 14+71 -DET- STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS N/A N/A N/A Equalizer Pipes to be noted as a minimization of impacts. References Project/TIP No.: * List all stream and surface water impact locations regardless of jurisdiction or size. Project Environmental Summary Stream Stream4/5 Diversion None Pipes (CMP) StabilizationDWQ INDEX# 11- 60 None Stream DWQ INDEX# 11- 60 Culvert 6/7 Stream North Carolina Department of Transportation Highway Stormwater Program DWQ INDEX# 11- 60 None Stabilization6/7 StabilizationDWQ INDEX# 11- 60 DWQ INDEX# 11- 60 DWQ INDEX# 11- 60 Proposed SCM N/A N/A N/A DWQ INDEX# 11- 60 A temporary retaining wall was utilized from STA. 14+25 to STA. 14+70 -DET- LT to contain fill slopes from the -DET- alignment and minimize stream impacts to "Unnamed Tributary to Falling Creek". Description of Minimization of Impacts or Mitigation All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. 6/7 Perennial None Roadway Excavation/Fill Stream4/5 Perennial None None Stream Perennial Falling Creek Unnamed Tributary (UT) to Falling Creek Unnamed Tributary (UT) to Falling Creek 4/5 Perennial None Stream N/A Surface Water Impacts 6/7 Falling Creek Falling Creek Falling Creek Falling Creek Perennial Perennial Perennial C C C C C C C (Version 1.2; Released July 2012) B-5150 County(ies):CATAWBA Page 3 of 3 Sheet No. Station (From / To) Stream Crossing Station Base Width (ft) Front Slope (H:V) Back Slope (H:V) Drainage Area (ac) Recommended Treatment Length (ft) Actual Length (ft) Longitudinal Slope (%) Q2 (cfs) V2 (fps) Q10 (cfs) V10 (fps) Rock Checks Used STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), been met and verified? If No, provide further explanantion of why design criteria was not met. Vegetated treatment swales are not required for this project. Roadside ditches are proposed to convey roadway runoff to the receiving stream. Additional Comments 0 0 0 0 0 0 0 0 0 0 0 0 0 Project/TIP No.: Highway Stormwater Program 0 North Carolina Department of Transportation Swales 0 0 0 0 0 0 See Sheet 1-B For Conventional Symbols See Sheet 1-C For Survey Control Sheets TO I-40 F ALLIN G C R E E K S R 16 9 4 5 T H S T P L A C E 5 T H S T E XT TOTAL LENGTH OF T.I.P. PROJECT B-5150 = 0.142 MI CLEARING ON THIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD . THIS PROJECT IS WITHIN THE HICKORY CITY LIMITS ON SITE DETOUR ON PLAN SHEET 5 -L- STA. 11+00.00 BEGIN T.I.P. PROJECT B-5150 VICINITY MAP -L- POT STA. 11+31.47 L.B. = -DET- PC Sta. 11+31.47 L.A. TO NC 127 BEGIN CULVERT -L- STA. 14+58 +/- -L- -DET- PT Sta. 18+52.05 L.B. = -L- POT STA. 18+19.75 L.A. -L- STA. 18+50.00 END T.I.P. PROJECT B-5150 SR 1404 (29th Ave.) END CULVERT -L- STA. 14+89 +/- END PROJECTBEGIN PROJECT JEANIE TYSON JASON MOORE, PE CATAWBA COUNTY BRIDGE No. 34 ON SR 1404 (29th Ave.) OVER FALLING CREEK. 25 50 10050 25 50 10050 5 10 2010 DHV D T V = = = = = = 14,024 24,100 10 55 4 50 % % MPH ADT ADT 2015 2035 % * DUAL 3% INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * TTST =1% FUNC CLASS =LOCAL SUBREGIONAL TIER FEBRUARY 21, 2014 FEBRUARY 17, 2015 0 0 0 PROFILE (HORIZONTAL) 42311.1.1 PE RW, UTIL CONST BRZ-1404(13) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 B-5150DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 4 / 2 1/ 2 0 14 R : \ H y d r a u li c s \ P E R M IT S _ E n v i r o n m e n t a l\ D r a w i n g s \ B 5 15 0 _ H Y D _ P R M _ P S H 0 1. d g n g b r i c k h a m 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : T I P P R O J E C T : B - 5 15 0 A R T MEN N A S O H D E P T O F TRA SPORT T IO N T A TEOFN RT CAR O LI N A ROADWAY DESIGN ENGINEER -DET - LENGTH OF ROADWAY T.I.P. PROJECT B-5150 = 0.136 MI LENGTH OF STRUCTURE T.I.P. PROJECT B-5150 = 0.006 MI WATER IMPACTS PERMIT WETLAND AND SURFACE SHEET 1 OF 8 PERMIT DRAWING Tabernacle Baptist Ch. 1 6 th St. Elem Sch W.M. Jenkins Ch Olive Mt Lake Hickory Country Club 127 127 Ave. SR 1404 29th F a l l i n g R d . SR 1318SR 131829th Ave. SR 13 2 2 SR 1319 SR 13 18 S R 13 18 Ave.2 9t h C r e e k C a ta w b a R iv er S R 1400 SR 14 0 1 LIMIT S CITY SR 1317 C reek F a l l i n g SR 1404 N AD 8 3 (LOOKING DOWNSTREAM) & FLOODPLAIN BENCH PROFILE OUTLET CHANNEL CLASS I RIPRAP 1.5:1 (MAX) EX. GROUND EXCAVATION PROPOSED 1.0’ (LOW FLOW CHANNEL) PROPOSED GROUND CLASS 1 RIPRAP 1.5:1 (MAX) EX. GROUND EXCAVATION PROPOSED VAR. 0-10’ BENCH FLOODPLAIN (LOOKING UPSTREAM) & FLOODPLAIN BENCH PROFILE INLET CHANNEL (LOW FLOW CHANNEL) PROPOSED GROUND CLASS 1 RIPRAP 1.5:1 (MAX) EX. GROUND EXCAVATION PROPOSED 1.0’ VAR. 0-10’ BENCH FLOODPLAIN EXCAVATION PROPOSED CLASS I RIPRAP 1.5:1 (MAX) EX. GROUND DETAIL: U/S & D/S FLOODPLAIN BENCH PROFILE (NTS) B-5150 2-C DETAIL IDETAIL H CHANNEL IMPROVEMENTS RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 / 2 1/ 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ B 5 1 5 0 _ H Y D _ P R M _ P S H 0 2 . d g n g b r i c k h a m 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS TEMPORARY DETOUR PIPES RIPRAP AT OUTLET OF SUBJECT TO PERMIT CONDITIONS. SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE CULVERT BARREL, NATIVE MATERIAL SHALL BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT NATIVE MATERIAL IN THE HIGH FLOW CULVERT BARREL. IF RIP RAP IS USED TO LINE THE HIGH FLOW MAY BE USED TO LINE THE LOW FLOW CULVERT BARRELS. RIP RAP MAY BE USED TO SUPPLEMENT THE THE PROJECT SITE DURING CONSTRUCTION. ONLY MATERIAL THAT IS EXCAVATED FROM THE STREAM BED NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT CULVERT BACKFILL NOTE: SHEET 2 OF 8 PERMIT DRAWING OUTLET TYPICAL 1.5 :1 VARIES KEY IN 1.5’KEY IN 1.5’ EXCAVATION EXCAVATION NOT TO SCALE EST DDE = 45 CY EST 90 SY F.F. TYP 0’ TO 30’ DOWNSTREAM EST 70 TONS CLASS ’I’ RIPRAP GROUND EX. GROUND EX. B-5150 WETLAND AND SURFACE WATER IMPACTS PERMIT PRM-3 (2:1 NORMAL) 2.78:1 SLOPE (2:1 NORMAL) 2.47:1 SLOPE SKEW = 95 ELEV = 1008.46’ PROPOSED 3 @ 10’x13’ RCBC C/L STA. 14+73.6 -L- SLOPE = 1.12% INVERT ELEV = 989.0’ C/L CULVERT REMOVE EXISTING BRIDGE WSEL = 1003.62’ PROP 100YR FLOW EXISTING STREAM BED WSEL = 991.8’ BANK RIGHT EXISTING TOP OF BANK LEFT EXISTING TOP OF WSEL = 1002.9’ PROP 50YR (02/01/2013) PROFILE VIEW ALONG PROPOSED STRUCTURE STREAM BED EXISTING EXISTING BRIDGE SKEW = 82 ELEV = 1006.17’ PROPOSED 3 @ 120" CSP C/L STA. 14+90.9 -DET- HEADWALL TEMP ENDWALL TEMP FLOW C/L CULVERT INV.=988.41’ SLOPE = 0.0028 FT./FT. EXISTING TB RIGHT EXISTING TB LEFT WSEL = 1000.2’ DETOUR 5YR PROFILE VIEW ALONG DETOUR STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT 1" = 10’ V 1" = 50’ H SCALE: 1" = 10’ V 1" = 50’ H SCALE: SHEET 3 OF 8 PERMIT DRAWING NWSEL = 991.8’ NWSEL = 991.8’ WSEL = 991.8’ (02/01/2013) RE VIS IO N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8 / 1 7 / 9 9 4 / 2 1/ 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ B 5 1 5 0 _ H Y D _ P R M _ P S H 0 3 _ P R O F . d g n g b r i c k h a m 980 990 1,000 1,010 1,020 1,030 1,040 1,050 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1.20%17.6 % 8.425% 3 @ 10’x13’ RCBC 3 .84% PI Sta. = 14+00 RT. EL. = 1002.6’ END CUT DITCH PI Sta. 14+50 RT. EL. = 993.8’ END LATERAL ’V’ DITCH PI Sta. 14+90 RT. EL. = 993.0’ BEGIN CUT DITCH PI Sta. 12+00 RT. EL. = 1005.66’ PI Sta. = 12+25 RT. EL. = 1004.7’ 14.26% PI Sta. = 16+50 RT. EL. = 1006.48’ BEGIN LATERAL ’V’ DITCH PI Sta. 17+00 RT. EL. = 1013.61’ NWS=991.8’ RIGHT DITCH REM REM RET RET RET SEE DETAIL D LATERAL ’V’ DITCH 3 @ 10’X13’ RCBC R E T R E T RET G TD 25 LF OF OUTLET CHANNEL IMPROVEMENT EST DDE = 60 CY EST CLASS ’I’ RIPRAP = 30 TONS EST GEOTEXTILE = 50 SY EST 7 SY FF EST 3 TONS POS (CLASS ’I’ RIPRAP) CHANNEL IMPROVEMENT EST DDE = 55 CY EST CLASS ’I’ RIPRAP = 35 TONS EST GEOTEXTILE = 60 SY 30 LF OF INLET SEE DETAIL C CUT DITCH SEE DETAIL E CUT DITCH CLASS ’B’ RIPRAP 3 TONS 10 SY FF SEE DETAIL E CUT DITCH 18" RCP 17+00 LT -L- STA 16+50 TO PSRM (5’ WIDE) SEE DETAIL B PSRM TOE PROTECTION SEE DETAIL A PROTECTION PSRM TOE (SEE DETAIL H) (SEE DETAIL H) SEE DETAIL A PROTECTION PSRM TOE 0401 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS STREAM PERMANENT IMPACTS STREAM TEMPORARY SITE 1 TOTAL EXISTING BRIDGE: 1@30’-6"; 1@40’-0"; 1@30’-4"; OAL=101’ PROPOSED CULVERT: 3@10’x13’ RCBC NOTES: 62 LFSITE 2 84 LF SITE 3 SITE 4 32 LF 0 LF 166 LF166 LF 0 LF 12 LF 3 0 " HDP E T O 3 0 " MT L 48" HDPE 6 0 " C M P T O 3 1 S T S T A V C T N E TO N CENTER ST TO I-40 5 T H S T E XT NE 29TH AV NE SR 1404 20’ BST 18 ’ B S T S R 16 9 4 5 T H S T P L A C E N E 2 2’ B S T W 10 ’ BS T BS T C U R B BST C URB WOOD WOODS WOODS W/LT W W /LT W/LTW/LT W/ BK COLUMNS 60" WOOD CB CB CB 6 0 . 0 0 ’ 60 .00 ’ VAR CON C V A R B S TVAR BST VAR B S T B S T VAR 6 0 . 0 0 ’ EMMA G. WILLIAMS AND WIFE LARRY N. WILLIAMS THELMA Y. WILLIAMS AND WIFE BONNIE E. WILLIAMS NADINE GREENHILL AND WIFE JIMMY GREENHILL CITY OF HICKORY JULIE Y. MOORE AND WIFE AARON E. MOORE CATHERINE M. DAVIS AND WIFE DARRELL L. DAVIS ROSANTHA L. DAY AND WIFE RALPH JAMES DAY RALPH LYNN SEABOCK PATSY B. HALLMAN AND WIFE ROBERT W. HALLMAN, SR. NANCY DEAL ROCKET AND WIFE JOHN DEE ROCKET PATSY B. HALLMAN AND WIFE ROBERT W. HALLMAN, SR. ELEV = 1000.65 E = 1311704 N = 744283 BM #2 29TH AV NE 20’ BST CLUB, INC HICKORY RACQUET 8 " P V C RE VIS IO N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER B-5150 R/W SHEET NO.8 / 1 7 / 9 9 5 / 2 1/ 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ B 5 1 5 0 _ H Y D _ P R M _ P S H 0 4 . d g n M o f f a t t _ N i c h o l SEE SHEET 5 FOR DETOUR 11 12 13 14 15 16 17 18 1910 5 4 2 3 1 V10= 7.1 FPS Q10= 6.6 CFS V10= 6.1 FPS Q10= 11.2 CFS PRM-4 4 SHEET 4 OF 8 PERMIT DRAWING N AD 8 3 -L- STA 12+00.00 -L- STA 11+00.00 TO MINIMUM RESURFACING -L- STA 18+50.00 -L- STA 16+70.00 TO MINIMUM RESURFACING be maintained at all times. Access to SS through manholes should plans to adjust manhole cover elevations. side, except as noted on the utility Do not disturb existing SS on north S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS STREAM PERMANENT IMPACTS STREAM TEMPORARY SITE 1 122 LF 20 LF EXISTING BRIDGE: 1@30’-6"; 1@40’-0"; 1@30’-4"; OAL=101’ PROPOSED CULVERT: 3@10’x13’ RCBC NOTES: 25 50 100500 PLANS SITE 1 WW WOOD WW WOOD WW WOOD WW WOOD BRIDGE #34 HW STONE AND WOOD STEEL 8" STEEL F ALLING CR E E K PI = 14+35.00 EL = 1,007.21’ VC = 250’ K = 115 V = 55 MPH BM #2 N = 744283 E = 1311704 ELEV. = 1000.65’ (+)0.2148%(+)2.3926%DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 3020 = 50 = 1002.9 = 3309 = 100 = 1003.62 = 4600 = >500 = 1007.1 -L- SR 1404 (29th Ave. NE) EL = 1,010.44’ END GRADE -L- STA 15+70.00 BEGIN RESURFACING EL = 1,006.92’ -L- STA 13+00.00 END RESURFACING BEGIN GRADE -L- STA. 11+31.47 BEGIN DETOUR CONSTRUCTION -L- STA. 18+19.75 END DETOUR CONSTRUCTION -L- STA 11+00.00 -L- STA 18+50.00 END MIN RESURFACING BEGIN MIN RESURFACING F F F F F C F C F C F C F F F F F F F F F F F F F F F F F F F F 9 9 0 991 9 9 1 9 9 1 991 9 9 1 991 9 9 2 9 9 2 9 9 2 992 992 9 9 2 9 9 2 9 9 3 9 9 3 993 993 993 9 9 3 9 9 3 9 9 3 9 9 4 9 9 4 994994 994 994 9 9 4 9 9 4 994 995 9 9 5 9 9 5 995 9 9 5 995 995 9 9 5 9 9 5 9 9 6 996996 9 9 6 9 9 6 9 9 6 9 9 6 9 9 6 9 9 6 997 9979 9 7 9 9 7 9 9 7 9 9 7 9 9 7 9 9 7 9 9 7 997 998 998 9 9 8 9 9 8 9 9 8 9 9 8 998 9 9 8 9 9 8 998 9 9 8 998 999999 999 9 9 9 9 9 9 9 9 9 9 9 9 999 9 9 9 9 9 9 999 1000 1000 1000 10 0 0 1000 10 0 0 10 0 0 10 0 0 10 0 0 10 0 0 1000 1001 1001 1 0 0 1 10 0 1 1001 1001 1001 10 0 1 10 0 1 1 0 0 1 10011001 10 0 2 1 0 0 2 1002 10 0 2 1002 1002 1002 1002 10 0 2 10 0 2 10021002 1002 1002 1002 1 0 0 3 1 0 0 3 1003 1003 10 0 3 1003 1003 1003 1003 1003 1 0 0 3 10 0 3 1 0 0 3 1 0 0 3 1003 1003 1003 1003 1003 1004 1 0 0 4 10 0 4 1004 1004 1004 1004 10041004 1 0 0 4 1004 1004 10041 0 0 4 10 0 4 1004 1004 1005 10 0 5 1005 1005 1005 1005 10051005 1 0 0 5 1005 1005 10 0 5 1 0 0 5 1005 1 0 0 5 10051006 1006 1006 1006 1006 1006 1006 1006 1006 1 0 0 6 1006 1006 1 0 0 6 1 0 0 6 1006 1 0 0 6 1006 1006 1007 1007 1007 1007 1007 1007 1 0 0 7 1007 1007 1007 10 0 7 1 0 0 7 1007 1007 10 0 7 1007 1007 1007 1008 10 0 8 1008 1008 1008 1008 1008 1 0 0 8 1008 10 0 8 1 0 0 8 1008 1008 1 0 0 8 1008 1009 10 0 9 1 0 0 9 1009 1 0 0 9 10 0 9 1009 1009 1009 10 0 9 1 0 0 9 1009 1009 10 0 9 1009 1010 1 0 1 0 10 10 10 10 10 10 1010 1010 10101010 10 10 1 0 1 0 1010 1010 10 10 1011 1011 1 0 1 1 1011 1011 1011 10111011 10 11 1 0 1 1 1 0 1 1 1 0 1 1 10 11 1012 1 0 1 2 1012 1 0 1 2 1012 1 0 1 2 1012 10 12 10 12 1 0 1 2 10 12 1012 1013 1 0 1 3 1013 1013 1013 1 0 1 3 1013 10 13 1013 10 13 10 13 10 13 1014 1014 1014 1 0 1 4 1014 1 0 1 4 1014 10 14 1014 10 14 1014 10 14 1015 1015 1015 1015 1015 1 0 1 5 1015 1015 10 15 1015 1016 1016 1 0 1 6 1016 10 16 1016 1016 10161016 1016 1 0 1 7 1 0 1 7 10171 0 1 7 10171017 10171017 1017 1018 1 0 1 8 1018 1018 1018 1018 1018 1019 1 0 1 9 10 19 1019 1019 1019 1019 1020 1 0 2 0 1 0 2 0 1 0 2 0 1020 1021 1 0 2 1 10 2 11021 10 2 1 1022 1 0 2 2 1 0 2 2 1 0 2 2 1022 1023 10 2 3 1 0 2 3 10 2 3 1023 1024 1024 1 0 2 4 1024 1024 1024 1025 1025 10 2 5 1025 1025 1025 1026 1026 1026 1026 1026 1026 1027 1027 1027 1027 1027 1027 1028 1028 1028 1 0 2 8 1028 1028 1029 1029 1029 1 0 2 9 1029 1029 1029 1030 1030 1030 1030 1030 1030 10311031 10 3 1 1 0 3 1 1031 1031 1032 1032 1032 1032 1032 1032 1033 1033 1033 1033 1033 10 3 3 1033 1034 1 0 3 4 1034 1034 10 3 4 10 3 4 1035 10 3 5 1035 1035 1035 10 3 5 1035 1036 1 0 3 6 1036 1036 1036 10 3 6 1036 1037 1037 1037 1037 1037 1037 1037 1038 1 0 3 8 1038 1038 1038 1038 1038 10391 0 3 9 1039 1039 10 3 9 1039 1040 1 0 4 0 1 0 4 0 1040 10 4 0 10 4 0 1041 1041 1041 1041 1041 1042 1042 1042 1042 1042 1043 1043 1 0 4 3 1 0 4 3 1043 10 4 4 1044 1 0 4 4 1 0 4 4 1 0 4 4 10 4 5 1045 1045 1045 10 4 6 1046 1 0 4 6 1046 10 4 7 1047 10 4 8 1049 1050 980 990 1,000 1,010 1,020 1,030 1,040 1,050 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1.20%17.6 % 8.425% 3 @ 10’x13’ RCBC 3 .84% PI Sta. = 14+00 RT. EL. = 1002.6’ END CUT DITCH PI Sta. 14+50 RT. EL. = 993.8’ END LATERAL ’V’ DITCH PI Sta. 14+90 RT. EL. = 993.0’ BEGIN CUT DITCH PI Sta. 12+00 RT. EL. = 1005.66’ PI Sta. = 12+25 RT. EL. = 1004.7’ 14.26% PI Sta. = 16+50 RT. EL. = 1006.48’ BEGIN LATERAL ’V’ DITCH PI Sta. 17+00 RT. EL. = 1013.61’ NWS=991.8’ RIGHT DITCH REM REM RET RET RET SEE DETAIL D LATERAL ’V’ DITCH 3 @ 10’X13’ RCBC R E T R E T RET G TD 25 LF OF OUTLET CHANNEL IMPROVEMENT EST DDE = 60 CY EST CLASS ’I’ RIPRAP = 30 TONS EST GEOTEXTILE = 50 SY EST 7 SY FF EST 3 TONS POS (CLASS ’I’ RIPRAP) CHANNEL IMPROVEMENT EST DDE = 55 CY EST CLASS ’I’ RIPRAP = 35 TONS EST GEOTEXTILE = 60 SY 30 LF OF INLET SEE DETAIL C CUT DITCH SEE DETAIL E CUT DITCH CLASS ’B’ RIPRAP 3 TONS 10 SY FF SEE DETAIL E CUT DITCH 18" RCP 17+00 LT -L- STA 16+50 TO PSRM (5’ WIDE) SEE DETAIL B PSRM TOE PROTECTION SEE DETAIL A PROTECTION PSRM TOE (SEE DETAIL H) (SEE DETAIL H) SEE DETAIL A PROTECTION PSRM TOE 0401 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS STREAM PERMANENT IMPACTS STREAM TEMPORARY SITE 1 TOTAL EXISTING BRIDGE: 1@30’-6"; 1@40’-0"; 1@30’-4"; OAL=101’ PROPOSED CULVERT: 3@10’x13’ RCBC NOTES: 62 LFSITE 2 84 LF SITE 3 SITE 4 32 LF 0 LF 166 LF166 LF 0 LF 12 LF 3 0 " HDP E T O 3 0 " MT L 48" HDPE 6 0 " C M P T O 3 1 S T S T A V C T N E TO N CENTER ST TO I-40 5 T H S T E XT NE 29TH AV NE SR 1404 20’ BST 18 ’ B S T S R 16 9 4 5 T H S T P L A C E N E 2 2’ B S T W 10 ’ BS T BS T C U R B BST C URB WOOD WOODS WOODS W/LT W W /LT W/LTW/LT W/ BK COLUMNS 60" WOOD CB CB CB 6 0 . 0 0 ’ 60 .00 ’ VAR CON C V A R B S TVAR BST VAR B S T B S T VAR 6 0 . 0 0 ’ EMMA G. WILLIAMS AND WIFE LARRY N. WILLIAMS THELMA Y. WILLIAMS AND WIFE BONNIE E. WILLIAMS NADINE GREENHILL AND WIFE JIMMY GREENHILL CITY OF HICKORY JULIE Y. MOORE AND WIFE AARON E. MOORE CATHERINE M. DAVIS AND WIFE DARRELL L. DAVIS ROSANTHA L. DAY AND WIFE RALPH JAMES DAY RALPH LYNN SEABOCK PATSY B. HALLMAN AND WIFE ROBERT W. HALLMAN, SR. NANCY DEAL ROCKET AND WIFE JOHN DEE ROCKET PATSY B. HALLMAN AND WIFE ROBERT W. HALLMAN, SR. ELEV = 1000.65 E = 1311704 N = 744283 BM #2 29TH AV NE 20’ BST CLUB, INC HICKORY RACQUET 8 " P V C RE VIS IO N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER B-5150 R/W SHEET NO.8 / 1 7 / 9 9 5 / 2 1/ 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ B 5 1 5 0 _ H Y D _ P R M _ P S H 0 5 . d g n M o f f a t t _ N i c h o l SEE SHEET 5 FOR DETOUR 11 12 13 14 15 16 17 18 1910 5 4 2 3 1 V10= 7.1 FPS Q10= 6.6 CFS V10= 6.1 FPS Q10= 11.2 CFS PRM-5 4 SHEET 5 OF 8 PERMIT DRAWING N AD 8 3 -L- STA 12+00.00 -L- STA 11+00.00 TO MINIMUM RESURFACING -L- STA 18+50.00 -L- STA 16+70.00 TO MINIMUM RESURFACING be maintained at all times. Access to SS through manholes should plans to adjust manhole cover elevations. side, except as noted on the utility Do not disturb existing SS on north S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS STREAM PERMANENT IMPACTS STREAM TEMPORARY SITE 1 122 LF 20 LF EXISTING BRIDGE: 1@30’-6"; 1@40’-0"; 1@30’-4"; OAL=101’ PROPOSED CULVERT: 3@10’x13’ RCBC NOTES: 25 50 100500 PLANS SITE 1 WW WOOD WW WOOD WW WOOD WW WOOD BRIDGE #34 HW STONE AND WOOD STEEL 8" STEEL F ALLING CR E E K PI = 14+35.00 EL = 1,007.21’ VC = 250’ K = 115 V = 55 MPH BM #2 N = 744283 E = 1311704 ELEV. = 1000.65’ (+)0.2148%(+)2.3926%DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 3020 = 50 = 1002.9 = 3309 = 100 = 1003.62 = 4600 = >500 = 1007.1 -L- SR 1404 (29th Ave. NE) EL = 1,010.44’ END GRADE -L- STA 15+70.00 BEGIN RESURFACING EL = 1,006.92’ -L- STA 13+00.00 END RESURFACING BEGIN GRADE -L- STA. 11+31.47 BEGIN DETOUR CONSTRUCTION -L- STA. 18+19.75 END DETOUR CONSTRUCTION -L- STA 11+00.00 -L- STA 18+50.00 END MIN RESURFACING BEGIN MIN RESURFACING F F F F F C F C F C F C F F F F F F F F F F F F F F F F F F F F 12 13 14 15 16 17 18 980 990 1,000 1,010 1,020 1,030 1,030 1,020 980 1.11% BEGIN SPECIAL CUT BASE DITCH PI Sta. 11+31 LT. EL. = 999.8’ END SPECIAL CUT BASE DITCH PI Sta. 12+10 LT. EL. = 998.9’ 2.20% 13.32% END LATERAL ’V’ DITCH PI Sta. 15+10 LT. EL. = 996.4’ PI Sta. = 15+50 LT. EL. = 997.3’ BEGIN LATERAL ’V’ DITCH PI Sta. 16+50 LT. EL. = 1010.6’ 3 @ 120" CSP NWS=991.8’ LEFT DITCH SEE DETAIL G BASE DITCH SPECIAL CUT RET RET SEE DETAIL F LATERAL ’V’ DITCH SEE DETAIL B PSRM TOE PROTECTION SEE DETAIL A PSRM TOE PROTECTION SEE DETAIL B PSRM TOE PROTECTION SEE DETAIL A PSRM TOE PROTECTION STA 16+50 TO 17+75 LT PSRM (5’ WIDE) 3 @ 120" CSP R E T R E T RET RET RET RET (SEE DETAIL I) CLASS ’I’ RIRPAP S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS STREAM PERMANENT IMPACTS STREAM TEMPORARY SITE 1 TOTAL EXISTING BRIDGE: 1@30’-6"; 1@40’-0"; 1@30’-4"; OAL=101’ PROPOSED CULVERT: 3@10’x13’ RCBC NOTES: SITE 3 62 LFSITE 2 84 LF SITE 3 TS SITE 4 TS S S SITE 2 S SITE 4 32 LF 0 LF 166 LF166 LF 0 LF 12 LF 3 0 " HDP E T O 3 0 " MT L 48" HDPE 6 0 " C M P W COLUMNS BK 10 ’ BS T BS T C U R B BST C URB WOOD POLE FLAG WOODS WOODS W/LT LT POLE FLAG W W /LT W/LTW/LTW/LT W/ BK COLUMNS 60" WOOD CB CB CB 3 0 " C & G 3 0 " C & G 6 0 . 0 0 ’ 60 .00 ’ VAR CON C V A R B S TVAR BST VAR B S T B S T VAR EXISTING R/W EXISTING R/W EX IS T ING R/ W E XIS T ING R / W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 12 "A C 12"AC 12"AC 12"DI ELEV = 1000.65 E = 1311704 N = 744283 BM #2 12"AC 12"AC 8 " P V C RE VIS IO N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER B-5150 R/W SHEET NO.8 / 1 7 / 9 9 5 / 2 1/ 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ B 5 1 5 0 _ H Y D _ P R M _ P S H 0 6 . d g n M o f f a t t _ N i c h o l SEE SHEET 4 FOR -L- 990 1,000 1,010 V10= 3.1 FPS Q10= 5.4 CFS 5 PRM-6 SHEET 6 OF 8 PERMIT DRAWING N AD 8 3 15 + 0 0 -DET-- D E T- be maintained at all times. Access to SS through manholes should plans to adjust manhole cover elevations. side, except as noted on the utility Do not disturb existing SS on north WALL RETAINING PROP TEMP. WALL RETAINING PROP TEMP. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS STREAM PERMANENT IMPACTS STREAM TEMPORARY SITE 1 122 LF 20 LF EXISTING BRIDGE: 1@30’-6"; 1@40’-0"; 1@30’-4"; OAL=101’ PROPOSED CULVERT: 3@10’x13’ RCBC NOTES: 25 50 100500 PLANS WW WOOD WW WOOD WW WOOD WW WOOD BRIDGE #34 HW STONE AND WOOD STEEL 8" STEEL F ALLING CR E E K ELEV. = 1007.11’ -DET- STA. 12+13.53 BEGIN GRADE V = 35 MPH -DET- PI = 15+20.00 EL = 1,001.66’ (-)1.7783% (+)6.8458% VC = 480’ K = 56 ELEV. = 1018.42’ -DET- STA. 17+64.82 END GRADE DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1004.2 = 2000 = 10<OT<25 = 5 = 1300 = 1000.2 = N/A = N/A = 3.64 3 @ 120" CSP Sta. 14+90.9 -DET- C C C C C 9 9 0 991 9 9 1 9 9 1 991 9 9 1 991 9 9 2 9 9 2 9 9 2 992 992 9 9 2 9 9 2 9 9 3 9 9 3 993 993 993 9 9 3 9 9 3 9 9 3 9 9 4 9 9 4 994994 994 994 9 9 4 9 9 4 994 995 9 9 5 9 9 5 995 9 9 5 995 995 9 9 5 9 9 5 9 9 6 996996 9 9 6 9 9 6 9 9 6 9 9 6 9 9 6 9 9 6 997 9979 9 7 9 9 7 9 9 7 9 9 7 9 9 7 9 9 7 9 9 7 997 998 998 9 9 8 9 9 8 9 9 8 9 9 8 998 9 9 8 9 9 8 998 9 9 8 998 999999 999 9 9 9 9 9 9 9 9 9 9 9 9 999 9 9 9 9 9 9 999 1000 1000 1000 10 0 0 1000 10 0 0 10 0 0 10 0 0 10 0 0 10 0 0 1000 1001 1001 1 0 0 1 10 0 1 1001 1001 1001 10 0 1 10 0 1 1 0 0 1 10011001 10 0 2 1 0 0 2 1002 10 0 2 1002 1002 1002 1002 10 0 2 10 0 2 10021002 1002 1002 1002 1 0 0 3 1 0 0 3 1003 1003 10 0 3 1003 1003 1003 1003 1003 1 0 0 3 10 0 3 1 0 0 3 1 0 0 3 1003 1003 1003 1003 1003 1004 1 0 0 4 10 0 4 1004 1004 1004 1004 10041004 1 0 0 4 1004 1004 10041 0 0 4 10 0 4 1004 1004 1005 10 0 5 1005 1005 1005 1005 10051005 1 0 0 5 1005 1005 10 0 5 1 0 0 5 1005 1 0 0 5 10051006 1006 1006 1006 1006 1006 1006 1006 1006 1 0 0 6 1006 1006 1 0 0 6 1 0 0 6 1006 1 0 0 6 1006 1006 1007 1007 1007 1007 1007 1007 1 0 0 7 1007 1007 1007 10 0 7 1 0 0 7 1007 1007 10 0 7 1007 1007 1007 1008 10 0 8 1008 1008 1008 1008 1008 1 0 0 8 1008 10 0 8 1 0 0 8 1008 1008 1 0 0 8 1008 1009 10 0 9 1 0 0 9 1009 1 0 0 9 10 0 9 1009 1009 1009 10 0 9 1 0 0 9 1009 1009 10 0 9 1009 1010 1 0 1 0 10 10 10 10 10 10 1010 1010 10101010 10 10 1 0 1 0 1010 1010 10 10 1011 1011 1 0 1 1 1011 1011 1011 10111011 10 11 1 0 1 1 1 0 1 1 1 0 1 1 10 11 1012 1 0 1 2 1012 1 0 1 2 1012 1 0 1 2 1012 10 12 10 12 1 0 1 2 10 12 1012 1013 1 0 1 3 1013 1013 1013 1 0 1 3 1013 10 13 1013 10 13 10 13 10 13 1014 1014 1014 1 0 1 4 1014 1 0 1 4 1014 10 14 1014 10 14 1014 10 14 1015 1015 1015 1015 1015 1 0 1 5 1015 1015 10 15 1015 1016 1016 1 0 1 6 1016 10 16 1016 1016 10161016 1016 1 0 1 7 1 0 1 7 10171 0 1 7 10171017 10171017 1017 1018 1 0 1 8 1018 1018 1018 1018 1018 1019 1 0 1 9 10 19 1019 1019 1019 1019 1020 1 0 2 0 1 0 2 0 1 0 2 0 1020 1021 1 0 2 1 10 2 11021 10 2 1 1022 1 0 2 2 1 0 2 2 1 0 2 2 1022 1023 10 2 3 1 0 2 3 10 2 3 1023 1024 1024 1 0 2 4 1024 1024 1024 1025 1025 10 2 5 1025 1025 1025 1026 1026 1026 1026 1026 1026 1027 1027 1027 1027 1027 1027 1028 1028 1028 1 0 2 8 1028 1028 1029 1029 1029 1 0 2 9 1029 1029 1029 1030 1030 1030 1030 1030 1030 10311031 10 3 1 1 0 3 1 1031 1031 1032 1032 1032 1032 1032 1032 1033 1033 1033 1033 1033 10 3 3 1033 1034 1 0 3 4 1034 1034 10 3 4 10 3 4 1035 10 3 5 1035 1035 1035 10 3 5 1035 1036 1 0 3 6 1036 1036 1036 10 3 6 1036 1037 1037 1037 1037 1037 1037 1037 1038 1 0 3 8 1038 1038 1038 1038 1038 10391 0 3 9 1039 1039 10 3 9 1039 1040 1 0 4 0 1 0 4 0 1040 10 4 0 10 4 0 1041 1041 1041 1041 1041 1042 1042 1042 1042 1042 1043 1043 1 0 4 3 1 0 4 3 1043 10 4 4 1044 1 0 4 4 1 0 4 4 1 0 4 4 10 4 5 1045 1045 1045 10 4 6 1046 1 0 4 6 1046 10 4 7 1047 10 4 8 1049 1050 12 13 14 15 16 17 18 980 990 1,000 1,010 1,020 1,030 1,030 1,020 980 1.11% BEGIN SPECIAL CUT BASE DITCH PI Sta. 11+31 LT. EL. = 999.8’ END SPECIAL CUT BASE DITCH PI Sta. 12+10 LT. EL. = 998.9’ 2.20% 13.32% END LATERAL ’V’ DITCH PI Sta. 15+10 LT. EL. = 996.4’ PI Sta. = 15+50 LT. EL. = 997.3’ BEGIN LATERAL ’V’ DITCH PI Sta. 16+50 LT. EL. = 1010.6’ 3 @ 120" CSP NWS=991.8’ LEFT DITCH SEE DETAIL G BASE DITCH SPECIAL CUT RET RET SEE DETAIL F LATERAL ’V’ DITCH SEE DETAIL B PSRM TOE PROTECTION SEE DETAIL A PSRM TOE PROTECTION SEE DETAIL B PSRM TOE PROTECTION SEE DETAIL A PSRM TOE PROTECTION STA 16+50 TO 17+75 LT PSRM (5’ WIDE) 3 @ 120" CSP R E T R E T RET RET RET RET (SEE DETAIL I) CLASS ’I’ RIRPAP S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS STREAM PERMANENT IMPACTS STREAM TEMPORARY SITE 1 TOTAL EXISTING BRIDGE: 1@30’-6"; 1@40’-0"; 1@30’-4"; OAL=101’ PROPOSED CULVERT: 3@10’x13’ RCBC NOTES: SITE 3 62 LFSITE 2 84 LF SITE 3 TS SITE 4 TS S S SITE 2 S SITE 4 32 LF 0 LF 166 LF166 LF 0 LF 12 LF RE VIS IO N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER B-5150 R/W SHEET NO.8 / 1 7 / 9 9 5 / 2 1/ 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ B 5 1 5 0 _ H Y D _ P R M _ P S H 0 7 . d g n M o f f a t t _ N i c h o l SEE SHEET 4 FOR -L- 990 1,000 1,010 V10= 3.1 FPS Q10= 5.4 CFS 5 PRM-7 SHEET 7 OF 8 PERMIT DRAWING N AD 8 3 -DET-- D E T- be maintained at all times. Access to SS through manholes should plans to adjust manhole cover elevations. side, except as noted on the utility Do not disturb existing SS on north WALL RETAINING PROP TEMP. WALL RETAINING PROP TEMP. 3 0 " HDP E T O 3 0 " MT L 48" HDPE 6 0 " C M P 15" RCP 15" RCP T O 3 1 S T S T A V C T N E TO N CENTER ST TO I-40 5 T H S T E XT NE 29TH AV NE SR 1404 20’ BST 18 ’ B S T S R 16 9 4 5 T H S T P L A C E N E 2 2’ B S T W COLUMNS BK 10 ’ BS T BS T C U R B BST C URB WOOD POLE FLAG 15" RCP 15" RCP 15" RCP WOODS WOODS W/LT LT POLE FLAG W W /LT W/LTW/LTW/LT W/ BK COLUMNS 60" WOOD CB CB CB 3 0 " C & G 3 0 " C & G 6 0 . 0 0 ’ 60 .00 ’ VAR CON C V A R B S TVAR BST VAR B S T B S T VAR EXISTING R/W EXISTING R/W EX IS T ING R/ W E XIS T ING R / W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 12 "A C 12"AC 12"AC 12"DI ELEV = 1000.65 E = 1311704 N = 744283 BM #2 29TH AV NE 20’ BST 12"AC 12"AC 8 " P V C S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS STREAM PERMANENT IMPACTS STREAM TEMPORARY SITE 1 122 LF 20 LF EXISTING BRIDGE: 1@30’-6"; 1@40’-0"; 1@30’-4"; OAL=101’ PROPOSED CULVERT: 3@10’x13’ RCBC NOTES: 25 50 100500 PLANS ELEV. = 1007.11’ -DET- STA. 12+13.53 BEGIN GRADE V = 35 MPH -DET- PI = 15+20.00 EL = 1,001.66’ (-)1.7783% (+)6.8458% VC = 480’ K = 56 ELEV. = 1018.42’ -DET- STA. 17+64.82 END GRADE DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1004.2 = 2000 = 10<OT<25 = 5 = 1300 = 1000.2 = N/A = N/A = 3.64 3 @ 120" CSP Sta. 14+90.9 -DET- WW WOOD WW WOOD WW WOOD WW WOOD BRIDGE #34 HW STONE AND WOOD STEEL 8" STEEL F ALLING CR E E K C C C C C F C F F C F C F F F F F F F F F F F F F F F C F C F C F C C C F F F F F F F F F F F Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In 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 14+58 to 14+87 LT/RT -L-Proposed Culvert 0.04 69 1 14+56 to 14+92 LT/RT -L- Bank Stabilization/Floodplain Bench 0.02 53 *1 14+55 to 14+94 LT/RT -L- Temporary Diversion/Temp. Impervious Dikes 0.02 20 2 14+74 to 15+12 LT/RT -DET-Temporary Pipes (CMP)0.03 62 3 14+65 to 15+02 LT -DET-Bank Stabilization 0.01 32 4 11+31 to 12+16 LT -DET-Temporary Detour Roadway <0.01 84 4 14+59 to 14+71 LT -DET-Bank Stabilization <0.01 <0.01 12 TOTALS:0.07 0.07 166 166 ATN Revised 3/31/05 5/21/2014SHEET 8 OF 8 *53 LF of temporary impacts for Site 1 occur within permanent bank stabilization impacts, and thus were not included in the impact calculation in order to avoid double counting of impacts. Replcament of Bridge #17-0034 with Culvert WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS Catawba County PROJECT: B-5150 S e e S h e e t 1 - B F o r C o n v e n t i o n a l S y m b o l s S e e S h e e t 1 - C F o r S u r v e y C o n t r o l S h e e t s TO I-40 FALLING CREEK SR 1694 5TH ST PLACE 5TH ST EXT T O T A L L E N G T H O F T . I . P . P R O J E C T B - 5 1 5 0 = 0 . 1 4 2 M I - L - S T A . 1 1 + 0 0 . 0 0 B E G I N T . I . P . P R O J E C T B - 5 1 5 0 V I C I N I T Y M A P - L - P O T S T A . 1 1 + 3 1 . 4 7 L . B . = - D E T - P C S t a . 1 1 + 3 1 . 4 7 L . A . T O N C 1 2 7 B E G I N C U L V E R T - L - S T A . 1 4 + 5 8 + / - - L - -DET- PT Sta. 18+52.05 L.B. =-L- POT STA. 18+19.75 L.A.-L- STA. 18+50.00END T.I.P. PROJECT B-5150 S R 1 4 0 4 ( 2 9 t h A v e . ) E N D C U L V E R T - L - S T A . 1 4 + 8 9 + / - E N D P R O J E C T B E G I N P R O J E C T JEANIE TYSONJASON MOORE, PE C A T A W B A C O U N T Y B R I D G E N o . 3 4 O N S R 1 4 0 4 ( 2 9 t h A v e . ) O V E R F A L L I N G C R E E K . 2 5 5 0 1 0 0 5 0 2 5 5 0 1 0 0 5 0 5 1 0 2 0 1 0 D H V D T V ====== 1 4 , 0 2 4 2 4 , 1 0 0 1 0 5 5 4 5 0 %%M P H A D T A D T 2 0 1 5 2 0 3 5 % * D U A L 3 % DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS * T T S T = 1 % F U N C C L A S S = L O C A L S U B R E G I O N A L T I E R F E B R U A R Y 2 1 , 2 0 1 4 F E B R U A R Y 1 7 , 2 0 1 5 0 0 0 P R O F I L E ( H O R I Z O N T A L ) 42311.1.1PE RW, UTIL CONSTBRZ-1404(13) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTAL SHEETS N.C.SHEET1 D E S I G N D A T A P r e p a r e d i n t h e O f f i c e o f : SIGNATURE:SIGNATURE:P.E.P.E. D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S PROJECT ENGINEER PROJECT DESIGN ENGINEER G R A P H I C S C A L E S P L A N S P R O F I L E ( V E R T I C A L ) HYDRAULICS ENGINEER L O C A T I O N : T Y P E O F W O R K : 09/08/99 B-5150 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 0 00 S e e S h e e t 1 - A F o r I n d e x o f S h e e t s 06-MAY-2014 12:01 R:\Roadway\Proj\B5150_Rdy_tsh.dgn $$$$USERNAME$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CONTRACT:TIP PROJECT:B-5150 A R T M ENNASOHDEPTOFTRASPORTTIONTATEOFNRTCAROLINAROADWAY DESIGN ENGINEER - D ET- L E N G T H O F R O A D W A Y T . I . P . P R O J E C T B - 5 1 5 0 = 0 . 1 3 6 M I L E N G T H O F S T R U C T U R E T . I . P . P R O J E C T B - 5 1 5 0 = 0 . 0 0 6 M I C L E A R I N G O N T H I S P R O J E C T S H A L L B E P E R F O R M E D T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I . BRZ-1404(13)BRZ-1404(13) T H I S P R O J E C T I S W I T H I N T H E H I C K O R Y C I T Y L I M I T S . O N S I T E D E T O U R O N P L A N S H E E T 5 . 42311.2.FD1 42311.3.FD1 T a b e r n a c l e B a p t i s t C h . E l e m S c h W . M . J e n k i n s C h O l i v e M t L a k e H i c k o r y C o u n t r y C l u b 1 2 7 1 2 7 S R 1 4 0 4 Falling Rd. SR 1318 S R 1 3 1 8 S R 1322 S R 13 19 SR 1 3 1 8 SR 1318 Creek C at aw b a R i v er SR 1400 S R 14 0 1 L IM IT S C I T Y SR 1317 C r eek Falling SR 1404 NAD 83 1 6t h St. Ave. 2 9t h 2 9 t h Ave.A ve. 29th I N D E X O F S H E E T S S H E E T N U M B E R S H E E T 1 T I T L E S H E E T 1 - A I N D E X O F S H E E T S , G E N E R A L N O T E S , A N D L I S T O F S T A N D A R D D R A W I N G S 1 - B C O N V E N T I O N A L S Y M B O L S 2 T H R U 2 - A P A V E M E N T S C H E D U L E , T Y P I C A L S E C T I O N S , A N D W E D G I N G D E T A I L S 2 - B D I T C H D E T A I L S 3 S U M M A R Y O F Q U A N T I T I E S 4 T H R U 5 P L A N A N D P R O F I L E S H E E T S T C P - 1 T H R U T C P - T R A F F I C C O N T R O L P L A N S P M - 1 T H R U P M - P A V E M E N T M A R K I N G P L A N S L - 1 T H R U L - L A N D S C A P E P L A N S E C - 1 T H R U E C - E R O S I O N C O N T R O L P L A N S S I G N - 1 T H R U S I G N - S I G N I N G P L A N S U - 1 T H R U U - U T I L I T I E S P L A N S X - 1 T H R U X - 8 C R O S S - S E C T I O N S S - 1 T H R U S - S T R U C T U R E P L A N S ENGINEERSHEET NO.PROJECT REFERENCE NO.1-A B-5150 06-MAY-2014 12:01 R:\Roadway\Proj\B5150_Rdy_tsh.dgn $$$$USERNAME$$$$8/17/99 ROADWAY DESIGN 1 - C T H R U 1 - D S U R V E Y C O N T R O L S H E E T S 2 - C C H A N N E L I M P R O V E M E N T S A N D R I P R A P A T T E M P O R A R Y D E T O U R P I P E S 3 A S U M M A R Y O F D R A I N A G E Q U A N T I T I E S 3 B S U M M A R Y O F E A R T H W O R K Q U A N T I T I E S , A S P H A L T P A V E M E N T R E M O V A L , A N D G U A R D R A I L E x i s t i n g E d g e o f P a v e m e n t E x i s t i n g C u r b P r o p o s e d S l o p e S t a k e s C u t P r o p o s e d S l o p e S t a k e s F i l l E x i s t i n g M e t a l G u a r d r a i l E x i s t i n g C a b l e G u i d e r a i l P r o p o s e d G u a r d r a i l E q u a l i t y S y m b o l P a v e m e n t R e m o v a l B a s e l i n e C o n t r o l P o i n t R I G H T O F W A Y : E x i s t i n g R i g h t o f W a y M a r k e r E x i s t i n g R i g h t o f W a y L i n e h E x i s t i n g C o n t r o l o f A c c e s s P r o p o s e d C o n t r o l o f A c c e s s P r o p o s e d R i g h t o f W a y L i n e C F E x i s t i n g E a s e m e n t L i n e P r o p o s e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t P r o p o s e d T e m p o r a r y D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t U t i l i t y E a s e m e n t H Y D R O L O G Y : S t r e a m o r B o d y o f W a t e r H y d r o , P o o l o r R e s e r v o i r F l o w A r r o w D i s a p p e a r i n g S t r e a m S p r i n g ; z v W K P r o p o s e d L a t e r a l , T a i l , H e a d D i t c h F a l s e S u m p P r o p o s e d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : R O A D S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R }Tp Q l e ]/b H - F r a m e P o l e OO P O W E R : T E L E P H O N E : T e l e p h o n e C e l l T o w e r R e c o r d e d U / G P o w e r L i n e R e c o r d e d U / G T e l e p h o n e C a b l e D e s i g n a t e d U / G T e l e p h o n e C a b l e ( S . U . E . * ) R e c o r d e d U / G T e l e p h o n e C o n d u i t D e s i g n a t e d U / G T e l e p h o n e C o n d u i t ( S . U . E . * ) R e c o r d e d U / G F i b e r O p t i c s C a b l e WATER:Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line4IHa TV:TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*)r|I]GAS:Gas Valve Gas Meter Recorded U/G Gas Linenc SANITARY SEWER:Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*)d oA/G Water Above Ground Gas LineA/G GasAbove Ground Water Line Above Ground Sanitary SewerA/G Sanitary Sewer MISCELLANEOUS:Utility PoleO F S 3Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ?CONC CONC WW vv D r a i n a g e B o x : C a t c h B a s i n , D I o r J B S t o r m S e w e r S t o r m S e w e r M a n h o l e m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil B O U N D A R I E S A N D P R O P E R T Y : S t a t e L i n e C o u n t y L i n e T o w n s h i p L i n e C i t y L i n e R e s e r v a t i o n L i n e P r o p e r t y L i n e E x i s t i n g I r o n P i n P r o p e r t y C o r n e r P r o p e r t y M o n u m e n t E x i s t i n g F e n c e L i n e P r o p o s e d W o v e n W i r e F e n c e P r o p o s e d C h a i n L i n k F e n c e P r o p o s e d B a r b e d W i r e F e n c e g F 1 2 3 E x i s t i n g W e t l a n d B o u n d a r y P r o p o s e d W e t l a n d B o u n d a r y E x i s t i n g E n d a n g e r e d A n i m a l B o u n d a r y E x i s t i n g E n d a n g e r e d P l a n t B o u n d a r y B U I L D I N G S A N D O T H E R C U L T U R E : A r e a O u t l i n e G a s P u m p V e n t o r U / G T a n k C a p C h u r c h S c h o o l D a m S i g n S m a l l M i n e W e l l V MWWS x F o u n d a t i o n S B u i l d i n g y y V E G E T A T I O N : S i n g l e T r e e X Y Vineyard S i n g l e S h r u b H e d g e W o o d s L i n e O r c h a r d V i n e y a r d R A I L R O A D S : S t a n d a r d G a u g e R R S i g n a l M i l e p o s t S w i t c h R R A b a n d o n e d R R D i s m a n t l e d S FL O W D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) Designated U/G Water Line (S.U.E.*)Designated U/G TV Cable (S.U.E.*)Designated U/G Gas Line (S.U.E.*)U/G Test Hole (S.U.E.*) * S . U . E . = S u b s u r f a c e U t i l i t y E n g i n e e r i n g W L B E I P B EC M CONC HW CB C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H C e m e t e r y E X I S T I N G S T R U C T U R E S : P a r c e l / S e q u e n c e N u m b e r E AATUR End of InformationE.O.I. N o t e : N o t t o S c a l e SHEET NO.PROJECT REFERENCE NO.1-B B-5150 Abandoned According to Utility Records W L B E A B E P B R W R W R W C A E T D E P D E P U E S P P T T TC TC T FO T FOWWTVTVTV FO TV FO G G SS FSS FSS ?UTL J u r i s d i c t i o n a l S t r e a m J S 12/05/11 B u f f e r Z o n e 1 B u f f e r Z o n e 2 B Z 1 B Z 2 W e t l a n d P r o p o s e d P e r m a n e n t E a s e m e n t w i t h I r o n P i n a n d C a p M a r k e r P r o p o s e d T e m p o r a r y U t i l i t y E a s e m e n t T U E I r o n P i n a n d C a p M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h D U E P r o p o s e d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t A U E P r o p o s e d A e r i a l U t i l i t y E a s e m e n t C R P r o p o s e d C u r b R a m p S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S C O N V E N T I O N A L P L A N S H E E T S Y M B O L S Underground Storage Tank, Approx. Loc.Geoenvironmental BoringUST K n o w n S o i l C o n t a m i n a t i o n : A r e a o r S i t e P o t e n t i a l S o i l C o n t a m i n a t i o n : A r e a o r S i t e C o n c r e t e o r G r a n i t e R / W M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h C A C o n c r e t e C / A M a r k e r P r o p o s e d C o n t r o l o f A c c e s s L i n e w i t h SHEET NO.PROJECT REFERENCE NO.Location and Surveys N O T E : D R A W I N G N O T T O S C A L E B-51501C S U R V E Y C O N T R O L S H E E T B - 5 1 5 0 - L - P O T S t a . 1 0 + 0 0 . 0 0 - L - P C S t a . 1 0 + 4 0 . 5 7 - L - P T S t a . 1 0 + 5 6 . 3 7 B E G I N T . I . P . P R O J E C T B - 5 1 5 0 - L - P O T S T A . 1 1 + 0 0 . 0 0 T O N C E N T E R S T 29TH AV NE SR 1404 SR 1694 5TH ST EXT NE5TH ST PLACE NE P O T S T A 1 2 + 0 0 . 0 0 B E G I N - L - CT NE TO 31ST ST AV FALLING CREEK15+00 POT STA 16+70.00END -L-END T.I.P. PROJECT B-5150 -L- POT STA. 18+50.00 -L- POT Sta. 19+93.81 -L- PC Sta. 18+65.33-L- PT Sta. 19+71.97BRIDGE #34TO I-40 D A T U M D E S C R I P T I O N T H E L O C A L I Z E D C O O R D I N A T E S Y S T E M D E V E L O P E D F O R T H I S P R O J E C T I S B A S E D O N T H E S T A T E P L A N E C O O R D I N A T E S E S T A B L I S H E D B Y N C D O T F O R M O N U M E N T " B 5 1 5 0 - 2 " N O R T H I N G : 7 4 4 1 5 3 . 4 0 4 ( f t ) E A S T I N G : 1 3 1 1 7 3 0 . 0 2 3 ( f t ) E L E V A T I O N : 1 0 0 5 . 6 0 ( f t ) T H E A V E R A G E C O M B I N E D G R I D F A C T O R U S E D O N T H I S P R O J E C T ( G R O U N D T O G R I D ) I S : 0 . 9 9 9 8 6 9 3 2 T H E N . C . L A M B E R T G R I D B E A R I N G A N D L O C A L I Z E D H O R I Z O N T A L G R O U N D D I S T A N C E F R O M " B 5 1 5 0 - 2 " T O - L - S T A T I O N 1 0 + 0 0 . 0 0 I S A L L L I N E A R D I M E N S I O N S A R E L O C A L I Z E D H O R I Z O N T A L D I S T A N C E S V E R T I C A L D A T U M U S E D I S N A V D 8 8 I N DICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL B Y THE NCDOT LOCATION AND SURVEYS UNIT. P ROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. N O T E S : 1 . T H E C O N T R O L D A T A F O R T H I S P R O J E C T C A N B E F O U N D E L E C T R O N I C A L L Y B Y S E L E C T I N G P R O J E C T C O N T R O L D A T A A T : T H E F I L E S T O B E F O U N D A R E A S F O L L O W S : S I T E C A L I B R A T I O N I N F O R M A T I O N H A S N O T B E E N P R O V I D E D F O R T H I S P R O J E C T . I F F U R T H E R I N F O R M A T I O N I S N E E D E D , P L E A S E C O N T A C T T H E L O C A T I O N A N D S U R V E Y S U N I T . H T T P S : / / C O N N E C T . N C D O T . G O V / R E S O U R C E S / L O C A T I O N / B 5 1 5 0 _ L S _ C O N T R O L . T X T 3 7 4 4 2 4 8 . 3 2 5 2 1 3 1 2 4 5 5 . 5 3 9 9 1 0 4 7 . 2 2 O U T S I D E P ROJECT LIMITS 2 7 4 4 1 5 3 . 4 0 4 5 1 3 1 1 7 3 0 . 0 2 2 9 1 0 0 5 . 6 0 1 3 + 3 5 . 52 17.60 LT 1 7 4 3 9 1 6 . 6 9 0 9 1 3 1 0 6 6 3 . 4 6 5 5 1 0 6 8 . 0 6 O U T S I D E P ROJECT LIMITS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ---------------- P O I N T D E S C . N O R T H E A S T E L E V A T I O N L S T A T I O N OFFSET B L E L E V . = 1 0 6 8 . 0 6 ’ E = 1 3 1 0 6 6 3 . 4 6 5 5 N = 7 4 3 9 1 6 . 6 9 0 9 G P S B 5 1 5 0 - 1 E L E V . = 1 0 0 5 . 6 0 ’ E = 1 3 1 1 7 3 0 . 0 2 2 9 N = 7 4 4 1 5 3 . 4 0 4 5 G P S B 5 1 5 0 - 2 ELEV.=1047.22’E=1312455.5399 N=744248.3252 BL-3 E L E V . = 1 0 0 0 . 6 5 ’ E = 1 3 1 1 7 0 4 N = 7 4 4 2 8 3 B M # 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 2 9 T H A V N E S T P L N E A N D 1 4 0 ’ F R O M N O R T H E P O F S Y C A M O R E 7 9 ’ F R O M E A S T E R L Y E P O F 5 T H R / R S P I K R S E T I N B A S E O F 2 8 " F O R K E D L S T A T I O N 1 3 + 2 9 . 0 0 1 5 0 L E F T N 7 4 4 2 8 3 E 1 3 1 1 7 0 4 B M 2 E L E V A T I O N = 1 0 0 0 . 6 5 ’ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C G R ID N A D 8 3 / N S R S 2 0 0 7 W I T H N A D 8 3 / N S R S 2 0 0 7 S T A T E P L A N E G R I D C O O R D I N A T E S O F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * S 7 9 4 7 ’ 6 . 1 5 " W D i s t 7 5 6 . 6 1 ’ L S T A T I O N 1 0 + 0 0 . 0 0 N 7 4 3 9 1 7 E 1 3 1 0 6 6 3 B M 1 = B 5 1 5 0 - 1 E L E V A T I O N = 1 0 6 8 . 0 6 ’ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N 7 3 1 0 ’ 1 6 . 7 2 " E D i s t 7 4 . 3 9 ’ L S T A T I O N 1 9 + 9 3 . 8 1 N 7 4 4 2 4 8 E 1 3 1 2 4 5 6 B M 3 = B L - 3 E L E V A T I O N = 1 0 4 7 . 2 2 ’ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * SHEET NO.PROJECT REFERENCE NO. 6/2/99 06-MAY-2014 12:01 R:\LocationSurveys\B5150_Ls_1d.dgn $$$$USERNAME$$$$ Location and Surveys N O T E : D R A W I N G N O T T O S C A L E S U R V E Y C O N T R O L S H E E T B - 5 1 5 0 B-51501D D A T U M D E S C R I P T I O N T H E L O C A L I Z E D C O O R D I N A T E S Y S T E M D E V E L O P E D F O R T H I S P R O J E C T I S B A S E D O N T H E S T A T E P L A N E C O O R D I N A T E S E S T A B L I S H E D B Y N C D O T F O R M O N U M E N T " B 5 1 5 0 - 2 " N O R T H I N G : 7 4 4 1 5 3 . 4 0 4 ( f t ) E A S T I N G : 1 3 1 1 7 3 0 . 0 2 3 ( f t ) E L E V A T I O N : 1 0 0 5 . 6 0 ( f t ) T H E A V E R A G E C O M B I N E D G R I D F A C T O R U S E D O N T H I S P R O J E C T ( G R O U N D T O G R I D ) I S : 0 . 9 9 9 8 6 9 3 2 T H E N . C . L A M B E R T G R I D B E A R I N G A N D L O C A L I Z E D H O R I Z O N T A L G R O U N D D I S T A N C E F R O M " B 5 1 5 0 - 2 " T O - L - S T A T I O N 1 0 + 0 0 . 0 0 I S A L L L I N E A R D I M E N S I O N S A R E L O C A L I Z E D H O R I Z O N T A L D I S T A N C E S V E R T I C A L D A T U M U S E D I S N A V D 8 8 W I T H N A D 8 3 / N S R S 2 0 0 7 S T A T E P L A N E G R I D C O O R D I N A T E S O F I N D I C A T E S G E O D E T I C CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL B Y T H E N C D O T L O CATION AND SURVEYS UNIT. P R O J E C T C O N T R O L ESTABLISHED USING GLOBAL POSITIONING SYSTEM. N O T E S : 1 . T H E C O N T R O L D A T A FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING P R O J E C T C O N T R O L D A T A A T : T H E F I L E S T O B E F O U N D A R E A S F O L L O W S : S I T E C A L I B R A T I O N INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER I N F O R M A T I O N I S N EEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. H T T P S : / / C O N N E C T . N C D O T . G O V / R E S O U R C E S / L O C A T I O N / B 5 1 5 0 _ L S _ C O N T R O L . T X T R O W M a r k e r P e r m a n e n t E a s e m e n t - E A L I G N S T A T I O N O F F S E T N O R T H E A S T L 1 2 + 8 9 . 0 0 3 9 . 0 5 7 4 4 0 9 0 . 3 7 3 9 1 3 1 1 6 9 2 . 6 0 6 7 L 1 3 + 2 0 . 0 0 - 2 9 . 3 7 7 4 4 1 6 2 . 6 9 7 8 1 3 1 1 7 1 2 . 8 9 4 7 L 1 4 + 0 5 . 0 0 4 0 . 0 0 7 4 4 1 0 6 . 9 8 6 2 1 3 1 1 8 0 7 . 4 1 5 0 L 1 4 + 2 5 . 0 0 7 5 . 0 0 7 4 4 0 7 5 . 4 1 6 2 1 3 1 1 8 3 2 . 4 8 1 7 L 1 4 + 4 0 . 0 0 - 7 5 . 0 0 7 4 4 2 2 5 . 9 5 8 5 1 3 1 1 8 2 4 . 6 0 7 4 L 1 5 + 3 8 . 0 0 8 0 . 0 0 7 4 4 0 8 7 . 5 7 5 6 1 3 1 1 9 4 4 . 9 3 6 8 L 1 5 + 4 0 . 0 0 - 7 5 . 0 0 7 4 4 2 4 1 . 0 9 2 9 1 3 1 1 9 2 3 . 4 5 5 5 L 1 5 + 4 0 . 0 0 - 4 0 . 0 0 7 4 4 2 0 6 . 4 9 6 0 1 3 1 1 9 2 8 . 7 5 2 5 L 1 6 + 0 0 . 0 0 5 6 . 0 0 7 4 4 1 2 0 . 6 8 2 5 1 3 1 2 0 0 2 . 5 9 0 4 L 1 6 + 5 2 . 0 0 4 5 . 0 0 7 4 4 1 3 9 . 4 2 5 6 1 3 1 2 0 5 2 . 3 2 6 6 L 1 6 + 7 5 . 0 0 4 0 . 0 0 7 4 4 1 4 7 . 8 4 8 9 1 3 1 2 0 7 4 . 3 0 5 0 L 1 6 + 9 5 . 0 0 2 9 . 8 0 7 4 4 1 6 0 . 9 6 0 8 1 3 1 2 0 9 2 . 5 3 0 5 L 1 7 + 2 5 . 0 0 - 4 0 . 0 0 7 4 4 2 3 4 . 4 9 4 6 1 3 1 2 1 1 1 . 6 2 1 6 L 1 7 + 2 5 . 0 0 - 3 0 . 6 1 7 4 4 2 2 5 . 2 1 4 5 1 3 1 2 1 1 3 . 0 4 2 4 L T Y P E S T A T I O N NORTHEAST P O T 10+00.00744085.73661311400.9516 P C 10+40.57744091.45301311441.1126 P T 10+56.37744093.76311311456.7512 P C 18+65.33744216.19401312256.3929 P T 19+71.97744226.05761312362.5077 P O T 19+93.81744226.78791312384.3339 P R E L I M I N A R Y CL 0 . 0 8 0 .08 0 . 0 2 0 . 0 2 G R A D E P O I N T G R A D E T O T H I S L I N E 4 : 1 2:1 1 2 ’ 8 ’ 8 ’ 1 1 ’ w / G U A R D R A I L 3:1 - L - S R 1 4 0 4 USE TYPICAL SECTION NO. 1 -L- STA 13+00.00 TO 13+70.00 -L- STA. 12+00.00 TO 13+00.00TRANSITION FROM EXISTING TO T.S. No. 1 -L- STA. 15+70.00 TO 16+70.00TRANSITION FROM T.S. No. 1 TO EXISTING T Y P I C A L S E C T I O N N O . 1 1 2 ’ 1 2 ’ E 1 D 1 T T E 1 D 1 DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSSHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGN ENGINEERENGINEER 2 B-5150 PAVEMENT DESIGN 6/2/99 06-MAY-2014 12:01 R:\Roadway\Proj\B5150_Rdy_typ.dgn $$$$USERNAME$$$$ / / / / / / / / / / / / MIN. U E2 3"MIN. M I N . M I N . 3 " D e t a i l S h o w i n g M e t h o d o f W e d g i n g C - L - L C 2 E 2 F D P S 4 ’ F D P S 4 ’ C 1 C 1 W U D 1 2 . 5 " 2.5" 1 1 . 5 " C 1 D 2 D2D1C1 C 2 AND FROM -L- STA 16+70.00 TO 18+50.00RESURFACING FROM -L- STA 11+00.00 TO 12+00.00 P A V E M E N T S C H E D U L E N O T E : P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . E A R T H M A T E R I A L . T E X I S T I N G P A V E M E N T . U P R O P . 8 " A G G R E G A T E B A S E C O U R S E . J 1 W W E D G I N G P R O P . A P P R O X . 3 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 B , A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . C 1 P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 B , A T A N A V E R A G E R A T E O F 1 1 2 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T T O E X C E E D 2 " I N D E P T H . C 2 D 1 P R O P . A P P R O X . 3 " A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , T Y P E I 1 9 . 0 B , A T A N A V E R A G E R A T E O F 3 4 2 L B S . P E R S Q . Y D . P R O P . V A R . D E P T H A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , D 2 G R E A T E R T H A N 4 " I N D E P T H . T Y P E I 1 9 . 0 B , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H , T O B E P L A C E D I N L A Y E R S N O T L E S S T H A N 2 " I N D E P T H O R A T A N A V E R A G E R A T E O F 6 2 7 L B S . P E R S Q . Y D . P R O P . A P P R O X . 5 . 5 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , E 1 P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O T H A N 5 " I N D E P T H . B E P L A C E D I N L A Y E R S N O T L E S S T H A N 3 " I N D E P T H O R G R E A T E R E 2 F i n a l D e s i g n P R I M E C O A T A T T H E R A T E O F . 3 5 G A L . P E R S Q . Y D . P 1 2 ’ - 6 " C O N C R E T E C U R B & G U T T E R . R 1 CL 0 . 0 8 0.08 0 . 0 2 0 . 0 2 G R A D E P O I N T G R A D E T O T H I S L I N E 4 : 1 2:1 8’ 8 ’ 3:1 - D E T - 3 ’ USE TYPICAL SECTION NO. 3 -DET- STA 12+50.53 TO 17+31.13 CL 0 . 0 8 0.08 0 . 0 2 0 . 0 2 G R A D E P O I N T G R A D E T O T H I S L I N E 4 : 1 2:1 1 2 ’ 1 2 ’ 1 2 ’ 8’4’ 4 ’ 8 ’ F D P S FDPS11’ w/GUARDRAIL 3:1 - L - S R 1 4 0 4 USE TYPICAL SECTION NO. 2 -L- STA 13+70.00 TO 15+70.00 T Y P I C A L S E C T I O N N O . 2 C 1 D 1 E 1 DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSSHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGN ENGINEERENGINEER2-A B-5150 PAVEMENT DESIGN 6/2/99 06-MAY-2014 12:01 R:\Roadway\Proj\B5150_Rdy_typ.dgn $$$$USERNAME$$$$ J 1 C 1 1 1 ’ 1 1 ’ T T 10’ w/GR P 1 1 1 . 5 " T T 1 1 " CL P O I N T USE TYPICAL SECTION NO. 4 1 1 ’ 1 1 ’ T Y P I C A L S E C T I O N N O . 4 T Y P I C A L S E C T I O N N O . 3 U C R O W N 0 .0 2 F T/F T 0.02 FT/FT 2:1 4 : 1 E X I S T E X I S T VARON 5TH ST PLACE NE LEFT OF -L- STA 12+33.75 TO 13+12.69 REPLACE 2’-6" CURB AND GUTTER TIE TO EXISTING 5 T H S T R E E T P L A C E N E 6" 6 " C 1 C 1 J 1 8 " A B C T E A R T H M A T E R I A L . S C H E D U L E P A V E M E N T C 1 3 " S 9 . 5 B D 1 3 " I 1 9 . 0 B E 1 5 . 5 " B 2 5 . 0 B U E X I S T I N G P V M T . P 1 . 3 5 P R I M E C O A T R 1 C O N C C U R B & G U T T E R . SlopeFill G r o u n d N a t u r a l P S R M G R O U N D N A T U R A L S L O P E F I L L SlopeDitchFront S l o p e D i t c h F r o n t S l o p e F i l l SlopeDitchFrontLATERAL ’V’ DITCH ( Not to Scale)2:12:1Dbd1"/Ft.FROM STA. 14+90 TO STA. 17+00 RT -L-b= 2 Ft.Max. d= 1 Ft.Min. D= 1 Ft.Type of Liner= PSRMDETAIL D GroundNatural ( N o t t o S c a l e ) T O E P R O T E C T I O N d F R O M S T A . 1 6 + 2 5 T O S T A . 1 6 + 5 0 L T - L - Fill Slope 2:1 or Flatter d = 1 F t . T y p e o f L i n e r = P S R M D E T A I L B ( N o t t o S c a l e ) T O E P R O T E C T I O N d F L A T T E R 2:1 O R F R O M S T A . 1 5 + 0 2 T O S T A . 1 5 + 2 5 L T - L - F R O M S T A . 1 3 + 0 0 T O S T A . 1 4 + 5 4 L T - L - D E T A I L A b b = 3 F t . d = 1 F t . T y p e o f L i n e r = P S R M F R O M S T A . 1 4 + 0 0 T O S T A . 1 4 + 5 0 R T - L - D E T A I L C Max. d= 1 Ft.Min. D= 1 Ft. T y p e o f L i n e r = P S R M G r o u n d N a t u r a l 2:1 D Flatter 2:1 or d ( N o t t o S c a l e ) C U T D I T C H F R O M S T A . 1 2 + 0 0 T O S T A . 1 4 + 0 0 R T - L - D E T A I L E M a x . d = 1 . 1 F t . M i n . D = 1 . 5 F t . T y p e o f L i n e r = P S R M G r o u n d N a t u r a l 2:1 D 2:1 d ( N o t t o S c a l e ) C U T D I T C H B-51502-B F R O M S T A . 1 3 + 2 5 T O S T A . 1 4 + 0 0 R T - D E T - F R O M S T A . 1 3 + 2 5 T O S T A . 1 4 + 2 5 L T - D E T - F R O M S T A . 1 6 + 3 0 T O S T A . 1 7 + 0 0 R T - D E T - F R O M S T A . 1 7 + 7 5 T O S T A . 1 8 + 5 0 L T - D E T - REVISIONS HYDRAULICSROADWAY DESIGN ENGINEERENGINEERR/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 06-MAY-2014 12:01 R:\Drainage\B-5150_RDY_DITCH DETAILS.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS L A T E R A L ’ V ’ D I T C H ( N o t t o S c a l e ) 2:1 2:1 D b d 1 " / F t . F R O M S T A . 1 5 + 1 0 T O S T A . 1 6 + 5 0 L T - D E T - b = 2 F t . M a x . d = 1 F t . M i n . D = 0 . 9 F t . T y p e o f L i n e r = P S R M D E T A I L F G r o u n d N a t u r a l d 2:1 B D ( N o t t o S c a l e ) S P E C I A L C U T B A S E D I T C H Flatter2:1 or F R O M S T A . 1 1 + 3 1 T O S T A . 1 2 + 1 0 L T - D E T - D E T A I L G B= 2 Ft.Max. d= 2 Ft.Min. D= 2 Ft. T y p e o f L i n e r = P S R M G r o u n d N a t u r a l ( L O O K I N G D O W N S T R E A M ) & F L O O D P L A I N B E N C H P R O F I L E O U T L E T C H A N N E L C L A S S I R I P R A P 1 . 5 : 1 ( M A X ) E X . G R O U N D E X C A V A T I O N P R O P O S E D 1 . 0 ’ ( L O W F L O W C H A N N E L ) P R O P O S E D G R O U N D C L A S S 1 R I P R A P 1 . 5 : 1 ( M A X ) E X . G R O U N D E X C A V A T I O N P R O P O S E D V A R . 0 - 1 0 ’ B E N C H F L O O D P L A I N ( L O O K I N G U P S T R E A M ) & F L O O D P L A I N B E N C H P R O F I L E I N L E T C H A N N E L ( L O W F L O W C H A N N E L ) P R O P O S E D G R O U N D C L A S S 1 R I P R A P 1 . 5 : 1 ( M A X ) E X . G R O U N D E X C A V A T I O N P R O P O S E D 1 . 0 ’ V A R . 0 - 1 0 ’ B E N C H F L O O D P L A I N E X C A V A T I O N P R O P O S E D C L A S S I R I P R A P 1 . 5 : 1 ( M A X ) E X . G R O U N D D E T A I L : U / S & D / S F L O O D P L A I N B E N C H P R O F I L E ( N T S ) B-51502-C DETAIL I D E T A I L H C H A N N E L I M P R O V E M E N T S REVISIONS HYDRAULICSROADWAY DESIGN ENGINEERENGINEERR/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 06-MAY-2014 12:01 R:\Drainage\B-5150_RDY_DITCH DETAILS.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS TEMPORARY DETOUR PIPES RIPRAP AT OUTLET OF OUTLET TYPICAL1.5:1 VARIES K E Y I N 1 . 5 ’ KEY IN 1.5’ E X C A V A T I O N EXCAVATION NOT TO SCALE EST DDE = 45 CY EST 90 SY F.F.TYP 0’ TO 30’ DOWNSTREAMEST 70 TONS CLASS ’I’ RIPRAPGROUNDEX. G R O U N D E X . REVISIONS DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSSHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER4B-5150 R/W SHEET NO. 8/17/99 06-MAY-2014 12:01 R:\Roadway\Proj\B5150_Rdy_psh_4.dgn $$$$USERNAME$$$$ SEE SHEET 5 FOR DETOUR 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1819 1 0 R/W REVISION: ADJUSTED PROPOSED PERMANENT DRAINAGE UTILITY EASEMENT FROM -L- STA. 14+00.00 TO 14+10.00 RT - SEC 4/11/14 1 0 0 ’ T A P E R +70.00 END T.I.P. PROJECT B-5150 1 0 0 ’ T A P E R 12’12’4’ PS PS 4’12’12’4’ PS +00.00 B E G I N T . I . P . P R O J E C T B - 5 1 5 0 -L- POT Sta. 19+93.81 -L- PT Sta. 19+71.97-L- PC Sta. 18+65.33 - L - P O T S t a . 1 0 + 0 0 . 0 0 - L - P C S t a . 1 0 + 4 0 . 5 7 - L - P T S t a . 1 0 + 5 6 . 3 7 PI Sta 10+48.47 D L = 15.81’T = 7.90’R = 1,500.00’PI Sta 19+18.71 D L = 106.63’T = 53.38’R = 900.00’SE = NCSE = NC-L- G R A U 3 5 0 T L - 3 GRAU 350 TL-3 G R A U 3 5 0 T L - 3 G R A U 3 5 0 T L - 3 15+00 NC NC EX. SE EX. SE G P S B 5 1 5 0 - 2 BL-3 - L - P O T S T A . 1 1 + 0 0 . 0 0 P O T S T A 1 2 + 0 0 . 0 0 B E G I N - L - POT STA 16+70.00END -L--L- POT STA. 18+50.00 - L - -L- - D E T- 5 4 2 1 3 F E N C E D I S T U R B D O N O T - L - S T A 1 2 + 0 0 . 0 0 - L - S T A 1 1 + 0 0 . 0 0 T O M I N I M U M R E S U R F A C I N G -L- STA 18+50.00-L- STA 16+70.00 TOMINIMUM RESURFACING 10+00 S E E S H E E T 2 - A G U T T E R T I E T O E X I S T I N G R E P L A C E 2 ’ - 6 " C U R B & b e m a i n t a i n e d a t a l l t i m e s . A c c e s s t o S S t h r o u g h m a n h o l e s s h o u l d p l a n s t o a d j u s t m a n h o l e c o v e r e l e v a t i o n s . s i d e , e x c e p t a s n o t e d o n t h e u t i l i t y D o n o t d i s t u r b e x i s t i n g S S o n n o r t h -D E T - 9 8 0 9 9 0 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 P I = 1 4 + 3 5 . 0 0 E L = 1 , 0 0 7 . 2 1 ’ V C = 2 5 0 ’ K = 1 1 5 V = 5 5 M P H 9809901,0001,0101,0201,0301,0401,050 B M # 2 N = 7 4 4 2 8 3 E = 1 3 1 1 7 0 4 E L E V . = 1 0 0 0 . 6 5 ’ ( + ) 0 . 2 1 4 8 % ( + ) 2 . 3 9 2 6 % R I G H T D I T C H 1.2 0 % 17.6% 8.4 2 5 % 3 @ 1 0 ’ x 1 3 ’ R C B C 3 .8 4 % E L . = 1 0 0 2 . 6 ’ P I S t a . = 1 4 + 0 0 R T . E L . = 9 9 3 . 8 ’ P I S t a . 1 4 + 5 0 R T . E N D C U T D I T C H E L . = 9 9 3 . 0 ’ P I S t a . 1 4 + 9 0 R T . E N D L A T E R A L ’ V ’ D I T C H E L . = 1 0 0 5 . 6 6 ’ P I S t a . 1 2 + 0 0 R T . B E G I N C U T D I T C H E L . = 1 0 0 4 . 7 ’ P I S t a . = 1 2 + 2 5 R T . 14.26 % E L . = 1 0 0 6 . 4 8 ’ P I S t a . = 1 6 + 5 0 R T . E L . = 1 0 1 3 . 6 1 ’ P I S t a . 1 7 + 0 0 R T . B E G I N L A T E R A L ’ V ’ D I T C H DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGECFS YRS YRSBASE FREQUENCY OVERTOPPING ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGECFSCFSYRSFTFT FTDESIGN HW ELEVATION BASE HW ELEVATIONCULVERT HYDRAULIC DATA = 3020 = 50 = 1002.9 = 3309 = 100 = 1003.62 = 4600 = >500 = 1007.1 - L - S R 1 4 0 4 ( 2 9 t h A v e . N E ) E L = 1 , 0 1 0 . 4 4 ’ E N D G R A D E - L - S T A 1 5 + 7 0 . 0 0 B E G I N R E S U R F A C I N G E L = 1 , 0 0 6 . 9 2 ’ - L - S T A 1 3 + 0 0 . 0 0 E N D R E S U R F A C I N G B E G I N G R A D E - L - S T A . 1 1 + 3 1 . 4 7 B E G I N D E T O U R C O N S T R U C T I O N -L- STA. 18+19.75END DETOUR CONSTRUCTION - L - S T A 1 1 + 0 0 . 0 0 -L- STA 18+50.00 END MIN RESURFACING B E G I N M I N R E S U R F A C I N G 30" HDPE TO 30" MTL 4 8 " H D P E 60" CMP W W W O O D W W W O O D W W W O O D W W W O O D 15 " R C P 1 5 " R C P TO 31ST ST AV CT NE T O N C E N T E R S T TO I-40 5TH ST EXT NE B R ID G E # 3 4 2 9 T H A V N E S R 1 4 0 4 2 0 ’ B S T 18’ BST SR 1694 5TH ST PLACE NE 22’ BST W C O L U M N S B K 10’ B S T B K B K B S T C U R B B ST C U R B 1.5 S F D W O O D P O L E F L A G 15" RCP15" RCP 1 S BK D15" RCP WO O D S WOODS W / L T L T POLEFLAGWW/LTW/LT W / L T W / L T W/ B K C O L U M N S 6 0 " W O O D H W S T O N E C B C B C B A N D W O O D S T E E L 30" C&G 30" C&G E I P E I P E I P E I P 60.00’ E I P E I P E I P E I P E I P S 0114’16" W 179.08’ E I P EIPEIPEIP EIPS 08 59’07" E143.34’S 6342’16" W 124.86’S 09 14’07" E141.34’N 8050’01" E 150.30’ N 8 0 5 1 ’ 1 9 " E 60.13’S 0908’39" E 31.06’ N 8 0 3 3 ’ 0 6 " E 2 6 0 . 3 4 ’ N 07 07’08" W 83.41’ N 3133’58" W 69.33’ N 3133’58" W 71.00’ EIPEIP E I P E I P S 08 07’35" E 182.34’ N 4206’38" E 262.01’ S 0 9 2 9 ’ 3 6 " E 1 5 . 1 7 ’ S 2 7 2 2 ’ 5 5 " W 3 4 . 6 1 ’ S 2 1 1 3 ’ 3 7 " W 4 5 . 3 5 ’ S 1 4 2 5 ’ 0 1 " W 4 2 . 9 1 ’ N 8 1 2 0 ’ 2 3 " E 7 7 . 1 7 ’ S 3140’47" W 117.28’ S 02 02’01" E 112.79’ 6 0 .0 0 ’ N 2 0 0 8’ 3 5" E 8 2. 8 6’ N 2 0 13’ 4 4" E 17 1. 9 3’ N 7 0 2 3 ’ 4 0 " E 2 1 2 . 7 3 ’ VAR CONCVAR BST V A R B S T VAR BST B K V A R H T BST V A R E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R /W 60.00’EXISTING R/W EXISTING R/W 8 " S T E E L 8 " V C 8 " V C 8" VC 8 " V C 8" V C 8 " V C 8 " V C 8" VC 8" VC SIZE AND TYPE UNKNOWN SIZE AND TYPE UNKNOW N 8’ VC 4"STL 4 " S T L 2"STL 12"AC 1&1/4"STL 12 "A C 12 " A C 1 2 " D I E M M A G . W I L L I A M S A N D W I F E L A R R Y N . W I L L I A M S T H E L M A Y . W I L L I A M S A N D W I F E B O N N I E E . W I L L I A M S D B 2 8 8 6 P G 2 0 1 0 P B 1 2 P G 1 2 4 N A D I N E G R E E N H I L L A N D W I F E J I M M Y G R E E N H I L L D B 1 0 0 0 P G 6 0 6 P B 1 2 P G 1 2 4 D B 2 0 7 2 P G 1 0 4 6 C I T Y O F H I C K O R Y J U L I E Y . M O O R E A N D W I F E A A R O N E . M O O R E P B 1 2 P G 1 2 4 D B 2 2 6 2 P G 1 3 1 1 C A T H E R I N E M . D A V I S A N D W I F E D A R R E L L L . D A V I S D B 1 7 0 4 P G 1 8 2 D B 2 1 0 3 P G 4 8 4 P B 4 5 P G 1 9 4 ROSANTHA L. DAYAND WIFERALPH JAMES DAY DB 1163 PG 613RALPH LYNN SEABOCK DB 853 PG 250 DB 2031 PG 1238 PB 42 PG 119 P A T S Y B . H A L L M A N A N D W I F E R O B E R T W . H A L L M A N , S R . D B 1 6 8 5 P G 8 2 0 P B 2 2 P G 1 0 4 N A N C Y D E A L R O C K E T A N D W I F E J O H N D E E R O C K E T D B 2 1 4 6 P G 5 2 4 P B 2 2 P G 1 0 4 P A T S Y B . H A L L M A N A N D W I F E R O B E R T W . H A L L M A N , S R . D B 1 6 8 5 P G 8 2 0 P B 2 2 P G 1 0 4 DB 1474 PG 143 PB 28 PG 67 E L E V = 1 0 0 0 . 6 5 E = 1 3 1 1 7 0 4 N = 7 4 4 2 8 3 B M # 2 29TH AV NE 20’ BST 3 0 . 0 1 ’ + 0 9 . 9 1 3 2 . 6 7 ’ + 8 3 . 7 2 29.10’+46.82 3 1 . 4 2 ’ + 6 3 . 8 0 29.36’+96.39 2 9 . 0 2 ’ + 7 3 . 9 6 F A L L IN G C R E E K CLUB, INCHICKORY RACQUET 1 2 " A C 12"AC 8"PVC 4 0 . 0 0 ’ - L - + 0 0 . 0 0 7 5 . 0 0 ’ - L - + 1 0 . 0 0 8 0 . 0 0 ’ - L - + 3 8 . 0 0 5 6 . 0 0 ’ - L - + 0 0 . 0 0 4 5 . 0 0 ’ - L - + 5 2 . 0 0 4 0 . 0 0 ’ - L - + 7 5 . 0 0 5 0 . 0 0 ’ 7 5 . 0 0 ’ - L - + 4 0 . 0 0 45.00’75.00’-L- +55.00 1 0 0 . 0 0 ’ - L - + 9 0 . 0 0 1 3 5 . 0 0 ’ 1 6 0 . 0 0 ’ - L - + 8 5 . 0 0 1 7 0 . 0 0 ’ 1 7 5 . 0 0 ’ - L - + 1 0 . 0 0 1 5 0 . 0 0 ’ 1 7 5 . 0 0 ’ - L - + 2 5 . 0 0 8 5 . 0 0 ’ E X I S T I N G R / W - L - + 8 2 . 9 7 7 0 . 0 0 ’ E X I S T I N G R / W - L - + 3 9 . 9 2 5 5 . 0 0 ’ - L - + 4 5 . 0 0 2 9 . 8 6 ’ ( E X R W ) - L - + 1 5 . 0 0 3 9 . 0 5 ’ ( E X R W ) - L - + 8 9 . 0 0 7 0 . 0 0 ’ 3 0 . 8 8 ’ ( E X R W ) - L - + 3 0 . 0 0 7 0 . 0 0 ’ 3 1 . 0 7 ’ ( E X R W ) - L - + 1 0 . 0 0 2 9 . 8 0 ’ ( E X R W ) - L - + 9 5 . 0 0 31.93’ (EX RW)45.00’-L- +30.00 2 9 . 3 7 ’ ( E X R W ) - L - + 2 0 . 0 0 2 9 . 0 9 ’ ( E X R W ) 7 0 . 0 0 ’ 7 5 . 0 0 ’ - L - + 4 0 . 0 0 2 8 . 9 2 ’ ( E X R W ) 7 0 . 0 0 ’ - L - + 4 0 . 0 0 3 0 . 6 1 ’ ( E X R W ) 4 0 . 0 0 ’ - L - + 2 5 . 0 0 4 0 . 0 0 ’ - L - + 7 0 . 0 0 R E M R E M RETRETRET S E E D E T A I L D L A T E R A L ’ V ’ D I T C H S E E D E T A I L A P S R M T O E P R O T E C T I O N S E E D E T A I L A P S R M T O E P R O T E C T I O N SEE DETAIL BPSRM TOE PROTECTION 3 @ 1 0 ’ X 1 3 ’ R C B C RET RET R E T GTD STA 16+50 TO 17+00 LT -L-PSRM (5’ WIDE) 2 5 L F O F O U T L E T C H A N N E L I M P R O V E M E N T E S T D D E = 6 0 C Y E S T C L A S S ’ I ’ R I P R A P = 3 0 T O N S E S T G E O T E X T I L E = 5 0 S Y ( S E E D E T A I L ) EST 7 SY FFEST 3 TONSPOS (CLASS ’I’ RIPRAP) C H A N N E L I M P R O V E M E N T E S T D D E = 5 5 C Y E S T C L A S S ’ I ’ R I P R A P = 3 5 T O N S E S T G E O T E X T I L E = 6 0 S Y 3 0 L F O F I N L E T ( S E E D E T A I L ) E L = 1 0 0 2 . 6 ’ P I + 0 0 S E E D E T A I L C C U T D I T C H S E E D E T A I L E C U T D I T C H C L A S S ’ B ’ R I P R A P 3 T O N S 1 0 S Y F F E L = 1 0 0 4 . 7 ’ P I + 2 5 S E E D E T A I L E C U T D I T C H 1 8 " R C P E L = 1 0 0 6 . 4 8 ’ P I + 5 0 F F F F F C F C F C F C F F F F F F F F F F F F F F F F F F F F NAD 83 REVISIONS DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSSHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER5B-5150 R/W SHEET NO. 8/17/99 06-MAY-2014 12:02 R:\Roadway\Proj\B5150_Rdy_psh_5.dgn $$$$USERNAME$$$$ SEE SHEET 4 FOR -L-9901,0001,010 F O R D E T O U R C O N S T R U C T I O N A N D G U T T E R T O E N T R A N C E R E M O V E E X I S T 2 ’ - 6 " C U R B 01 15+00 -DET- PRC Sta. 16+69.30PI Sta 12+24.98 D L = 182.76’T = 93.51’R = 350.00’PI Sta 15+09.87 D L = 355.07’T = 195.65’R = 340.00’PI Sta 17+62.81 D L = 182.76’T = 93.51’R = 350.00’SE = 0.06SE = 0.06SE = 0.06-DET- 2 0 ’ I N C T Y P . 11’ 11’ 00 01 0 1 02 0 3 0 4 05 06 00 01 02 03 04 05 06 01 02 05 04 03 +14.23 END -DET- PT Sta. 18+52.05= B E G I N - D E T - P C S t a . 1 1 + 3 1 . 4 7 = - L - P O T S T A . 1 3 + 0 6 . 0 3 4 6 . 6 4 ’ L T - D E T - P R C S t a . 1 3 + 1 4 . 2 3 - L - P O T S T A . 1 1 + 3 1 . 4 7 - L - P O T S T A . 1 6 + 4 5 . 1 9 4 6 . 6 4 ’ L T -L- POT STA. 18+19.75 EX SE EX SE 2 0 ’ IN C T YP . - D E T- -D E T - b e m a i n t a i n e d a t a l l t i m e s . A c c e s s t o S S t h r o u g h m a n h o l e s s h o u l d p l a n s t o a d j u s t m a n h o l e c o v e r e l e v a t i o n s . s i d e , e x c e p t a s n o t e d o n t h e u t i l i t y D o n o t d i s t u r b e x i s t i n g S S o n n o r t h W A L L R E T A I N I N G P R O P T E M P . W A L L R E T A I N I N G P R O P T E M P . 1 2 1 3 1 4 1 5 1 6 1 7 18 9 8 0 9 9 0 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 E L E V . = 1 0 0 7 . 1 1 ’ - D E T - S T A . 1 2 + 1 3 . 5 3 B E G I N G R A D E V = 3 5 M P H 1,030 1,020 980 - D E T - P I = 1 5 + 2 0 . 0 0 E L = 1 , 0 0 1 . 6 6 ’ (- )1.7 7 8 3 % ( + ) 6. 8 4 5 8 % V C = 4 8 0 ’ K = 5 6 E L E V . = 1 0 1 8 . 4 2 ’ - D E T - S T A . 1 7 + 6 4 . 8 2 E N D G R A D E 1. 1 1 % E L . = 9 9 9 . 8 ’ P I S t a . 1 1 + 3 1 L T . C U T B A S E D I T C H B E G I N S P E C I A L E L . = 9 9 8 . 9 ’ P I S t a . 1 2 + 1 0 L T . C U T B A S E D I T C H E N D S P E C I A L L E F T D I T C H 2 . 2 0 % 13.32 % E L . = 9 9 6 . 4 ’ P I S t a . 1 5 + 1 0 L T . E N D L A T E R A L ’ V ’ D I T C H E L . = 9 9 7 . 3 ’ P I S t a . = 1 5 + 5 0 L T . E L . = 1 0 1 0 . 6 ’ P I S t a . 1 6 + 5 0 L T . L A T E R A L ’ V ’ D I T C H B E G I N DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATIONPIPE HYDRAULIC DATA AC YRS YRSCFSCFS CFSFTFT FT= 1004.2= 2000= 10<OT<25= 5 = 1300 = 1000.2 = N/A = N/A= 3.643 @ 120" CSP Sta. 14+90.9 -DET- 3 @ 1 2 0 " C S P 30" HDPE TO 30" MTL 4 8 " H D P E 60" CMP W W W O O D W W W O O D W W W O O D W W W O O D 15 " R C P 1 5 " R C P TO 31ST ST AV CT NE T O N C E N T E R S T TO I-40 5TH ST EXT NE B R ID G E # 3 4 2 9 T H A V N E S R 1 4 0 4 2 0 ’ B S T 18’ BST SR 1694 5TH ST PLACE NE 22’ BST W C O L U M N S B K 10’ B S T B K B K B S T C U R B B ST C U R B 1.5 S F D W O O D P O L E F L A G 15" RCP15" RCP 1 S BK D15" RCP WO O D S WOODS W / L T L T POLEFLAGWW/LTW/LT W / L T W / L T W/ B K C O L U M N S 6 0 " W O O D H W S T O N E C B C B C B A N D W O O D S T E E L 30" C&G 30" C&G E I P E I P E I P E I P 60.00’ E I P E I P E I P E I P E I P S 0114’16" W 179.08’ E I P EIPEIPEIP EIPS 08 59’07" E143.34’S 6342’16" W 124.86’S 09 14’07" E141.34’N 8050’01" E 150.30’ N 8 0 5 1 ’ 1 9 " E 60.13’S 0908’39" E 31.06’ N 8 0 3 3 ’ 0 6 " E 2 6 0 . 3 4 ’ N 07 07’08" W 83.41’ N 3133’58" W 69.33’ N 3133’58" W 71.00’ EIPEIP E I P E I P S 08 07’35" E 182.34’ N 4206’38" E 262.01’ S 0 9 2 9 ’ 3 6 " E 1 5 . 1 7 ’ S 2 7 2 2 ’ 5 5 " W 3 4 . 6 1 ’ S 2 1 1 3 ’ 3 7 " W 4 5 . 3 5 ’ S 1 4 2 5 ’ 0 1 " W 4 2 . 9 1 ’ N 8 1 2 0 ’ 2 3 " E 7 7 . 1 7 ’ S 3140’47" W 117.28’ S 02 02’01" E 112.79’ 6 0 .0 0 ’ N 2 0 0 8’ 3 5" E 8 2. 8 6’ N 2 0 13’ 4 4" E 17 1. 9 3’ N 7 0 2 3 ’ 4 0 " E 2 1 2 . 7 3 ’ VAR CONCVAR BST V A R B S T VAR BST B K V A R H T BST V A R E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R /W 60.00’EXISTING R/W EXISTING R/W 8 " S T E E L 8 " V C 8 " V C 8" VC 8 " V C 8" V C 8 " V C 8 " V C 8" VC 8" VC SIZE AND TYPE UNKNOWN SIZE AND TYPE UNKNOW N 8’ VC 4"STL 4 " S T L 2"STL 12"AC 1&1/4"STL 12 "A C 12 " A C 1 2 " D I E L E V = 1 0 0 0 . 6 5 E = 1 3 1 1 7 0 4 N = 7 4 4 2 8 3 B M # 2 29TH AV NE 20’ BST 3 0 . 0 1 ’ + 0 9 . 9 1 3 2 . 6 7 ’ + 8 3 . 7 2 29.10’+46.82 3 1 . 4 2 ’ + 6 3 . 8 0 29.36’+96.39 2 9 . 0 2 ’ + 7 3 . 9 6 F A L L IN G C R E E K 1 2 " A C 12"AC 8"PVC S E E D E T A I L G B A S E D I T C H S P E C I A L C U T S E E D E T A I L F L A T E R A L ’ V ’ D I T C H SEE DETAIL BPSRM TOE PROTECTION S E E D E T A I L A P S R M T O E P R O T E C T I O N S E E D E T A I L B P S R M T O E P R O T E C T I O N S E E D E T A I L A P S R M T O E P R O T E C T I O N STA 16+50 TO 17+75 LTPSRM (5’ WIDE) 3 @ 1 2 0 " C S P RET RET R E T RETRETRET ( S E E D E T A I L I ) C L A S S ’ I ’ R I R P A P F C F F CF C F F F FF F F F F F F F F F F C F C F C F C C C FFFFF F F F F F F C C C C C NAD 83