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20151246 Ver 2_B-5121 B-5317 Wake December 1 2015_20180820
Y PAT McCRORY Goven7or N(CHOLAS J. TENNYSON Secretary Transportation December 1, 2015 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. Eric Alsmeyer NCDOT Division 5 Project Coordinator Subject: Application for Section 404 Nationwide Permit 14, Section 401 Water Quality Certification and Neuse Riparian Buffer Authorization for replacement of Bridge Nos. 227 and 213 on Capital Blvd. at Peace Street and Wade Ave. and revise the interchanges, Wake County, North Carolina. Federal Aid Project Nos. BRNHS-0070(119)/BRSTO-0070(149), TIP Nos. B-5121/B- 5317. Debit $240.00 from WBS Element No. 42332.1.1 Dear Sir: Please find enclosed the Pre-Construction Notification (PCN) form, Marks Creek Mitigation Site Debit Ledger information, stormwater management plan, permit drawings, and roadway plans for the above referenced project. An Environmental Assessment (EA) was completed for this project in December 2013 and Finding of No Significant Impact (FONSI) was completed in September 2014. The proposed let date for the project is June 21, 2016 with a review date of March 29, 2016. However, the let date may advance as additional funds become available. A copy of this permit application and its distribution list will be posted on the NCDOT website at https•//connect ncdot gov/resourcesJEnvironmental/Pages f default.aspx under Quick Links > PermitApplications. A copy of the EA and FONSI is also available at the above website address under Quick Links > Environmental Documents. Thank you for your time and assistance with this project. Please contact Tyler Stanton at either tstanton ncdot.gov or (919) 707-6156 if you have any questions or need additional information. 1� Sincerely, i" __ --� � Richard W. Hancock, P.E. Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List �Nothing Compares� State of North Carolina � Deparlment of Transpor�ation i PDEA-Natural Environment Section 1020 Birch Ridge Drive, 27610 � 1598 Mail Service Center ! Raleigh, Noith Carolina 27699-1598 919-707-G000 T 919-212-�785 F Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 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 DWR (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge Nos. 227 and 213 on Capital Blvd. at Peace Street and Wade Ave. and revise the interchanges 2b. County: Wake 2c. Nearest municipality / town: Raleigh 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5121/B-5317 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6156 3g. Fax no.: (919) 212-5785 3h. Email address: tstanton@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.796395 Longitude: - 78.641048 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 9.8 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Pigeon House Branch proposed project: 2b. Water Quality Classification of nearest receiving water: C; NSW 2c. River basin: Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The land use is mostly commercial development with some residential with small patches of woods. 3b. List the total estimated acreage of all existing wetlands on the property: 0.007 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 5,879 3d. Explain the purpose of the proposed project: To replace structurally deficient bridges 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing bridges along Capitol Blvd at the Peace Street and Wade Avenue and improvements to the interchanges. 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 / � Yes � No ❑ Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries � Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem orar T Site 1❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermitte (Corps - width Temporary (T) nt (INT)? 404, 10 (feet) DWQ — non-404, other) temp fill, dewatering, � PER � Corps 12 perm Site 1� P� T bank Pigeon House Branch � INT ❑ DWQ 18 91 temp stabilization Site 2❑ P� T dewatering Pigeon House Branch � PER � Corps 18 0 perm ❑ INT ❑ DWQ 69 temp Site 3❑ P� T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 12Perm 160Temp 3i. Comments: At Site 2, Pigeon House Branch is lined in a concreate bed and bank. Water here will be dewatered, while the culvert is lengthened and the concrete structure put back in place. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flo Flooded Filled Excavated ode Filled Excavated Flooded d P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require miti ation, then ou MUST fill out Section D of this form. 6a. � Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem orar T re uired? B1 � P❑ T Road crossing Pigeon House ❑� Nos 136 0 Branch B2 � P❑ T Road Crossing Pigeon House ❑� Nos 1823 0 Branch Pigeon House ❑ Yes B3A � P❑ T Bridge Branch � No 2711 87 B3A � P❑ T Road Crossing Pigeon House ❑� Nos 811 2501 Branch Road Impacts other than Pigeon House � Yes 63B � P❑ T 1282 734 crossing of streams Branch ❑ No B36 � P❑ T Road Crossing Pigeon House ❑� Nos 4704 1603 Branch B4 � P❑ T Road Crossing Pigeon House ❑� Nos 3321 803 Branch 6h. Total buffer impacts 14,788 5,728 6i. Comments: Allowable impacts at Site 3B reflect areas where there is an existing use, a maintained lawn. Per Division 5 this area will be a maintained lawn after construction, therefore impacts are allowable. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge is 28 feet longer than the existing bridge and will be at approximately the same grade and alignment as the existing structure; the new bridge will span the creek; no deck drains on bridge; permanent impacts to Pigeon House Branch is only for Bank Stabilization and no loss of US Waters; use of Design Standards for Sensitive Watersheds; See Stormwater Mana ement Plan for more measures. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Construction and Maintenance Activities will be followed; use of an off-site detour. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? If no, ex lain: 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. See Attached Debit Ledger from Marks Creek Mitigation Site for buffer mitigation 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑ No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Road impacts other than 1282 3(2 for Catawba) 3,846 crossings of streams Zone 2 Road impacts otherthan 734 1.5 1,101 crossings of streams 6f. Total buffer mitigation required: 4,947 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. � Yes ❑ No Comments: see attached permit drawings. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: see attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes � No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? � Raleigh 5c. If yes, indicate the USFWS Field O�ce you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? There is no habiat present for any of the listed species 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �r Richard W. Hancock, P.E. � Z— 1— Z�/� Applicant/AgenYs Printed Name Date ApplicanbAgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided.) 11 Marks Creek Mitigation Site ONEID 092-0 l 1 The Marks Creek Mitigation Site is located in Wake County within the USGS hydrologic unit 03020201 of the Neuse River. NCDOT acquired the 66 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-2547. Monitaring requireinents were performed from 2004 to 2008 and the site was closed out in 2009. Table 1 shows the final mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03020201. Tables 2-5 indicate all mitigation debits that have occurred per regulatory agency approval. To offset unavoidable buffer impacts associated with T.I.P. B-5121 the Marks Creek Mitigation Site will be debited 4,947 square feet of buffer restoration. The impacts numbers were 1282 sq ft for zone 1 and 734 sq ft for zone 2. These impacts numbers were debited from the ledger with a 3:1 ratio for zone 1 and 1.5:1 ratio for zone 2. This debit is reflected in the debit ledger below. Table 1. Mitigation Quantities Approved Huc � 3020201 I3020201� I3020201� 3020201 3020201 Mitigation Type Stream Preservation Riparian Wetland Restoration Riparian Wetland Preservation Riparian Wetland Enhancement Buffer Restoration Table 2. Mitigation Debits — Stream Restoration Mitigation Type Stream Restoration Stream Restoration Debit Amount (Ln.Ft.) 2873 80 Status Close Out Close Out � Starting Amount 3247 (Ln.Ft.) 3.33 (Ac.) Additional Notes No debits as of 8/18/14 11 (Ac.) No Debit as of 8/18/2014 13 (Ac) 324700 (Sq.Ft.) I Site TIP II Action ID# II NOTES R-2814A&B I-5338 (Areas 1, 2A, aild 2b) Table 3. Mitigation Debits — Riparian Wetland Enhancement I Mitigation Type II Debit Amount (Ac) Riparian Wetland Enhancement 10.9 i Riparian Wetland Enhancement 0.98 I Riparian Wetland Enhancement .14 Status Close Out Close Out Close Out Site TIP R-2000F&G R-3825A B-5113 2008-01316 Mod Impacts were 40 lin. Ft. @ 2:1 ratio Action ID# 199920387 201101695 NOTES .49 @2:1 Table 4. Mitigation Debits — Buffer Restoration Mitigation Type Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Debit Amount (Sq.Ft.) 114659 114 75581 1655 4242 34683 12,914 Status II Site TIP I Action ID# Close Out � U-3804 � 200421647 Close Out R-2814-B Mod 2008-01316 Close Out B-3528 2008-00153 Close Out B-4944 2009-00207 Close Out B-5113 Close Out I-5338 (Areas 1, 2A, and 2b) Close Out Buffer Restoration � 4,947 � Close Out B-4659 B-5121 NOTES 6,915 sq ft of impacts for zone 1 and 9292 sq ft of zone 2 totaling 34,683 sq ft with 3:1 ratio for zone 1 and 1.5:1 for zone 2 NCDOT was required to use a 3:1 ratio for zone 1 and a1.5:1 ratio for zone 2. NCDOT was required to use a 3:1 ratio for zone 1 and a1.5:1 ratio for zone 2. s North Carolina Department of Transportation �~ 1 Ilf.,h�� dy S1o►111Wat�1' Highway Stormwater Program , �';'I STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 42263.1.1 TIP No.: B-5121/B-5317 County(ies): Wake Page 1 of 2 General Project Information WBS Element: 42263.1.1 TIP Number: B-5121lB-5317 Pro'ect T pe: Brid e Replacement Date: 10/12/2015 NCDOT Contact: Bill Elam Contractor I Designer: Kimley-Horn & Associates Address: NCDOT Hydraulics Unit Address: 3001 Weston Parkway 1020 Birch Ridge Drive Cary, NC 27518 Raleigh, NC 27610 Phone: 919-707-6718 Phone: 919-677-2153 Email: belam@ncdot.gov Email: jason.lawing@kimley-horn.com CitylTown: Raleigh County(ies): Wake River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? No Project Description Pro'ect Len th lin. miles or feet : 0.812 mi. Surroundin Land Use: Urban Proposed Pro'ect Existing Site Project Built-Upon Area (ac.) 20.7 ac. 20.0 ac. Typical Cross Section Description: 6@ 11' wide lanes with an 18' median, 2' - 6" curb & gutter on both sides of travel 6@ 11' wide lanes, curb & gutter on both sides of travel direction, and sideslopes that direction, 14' Berm with sidewalk from back of curb, and sideslopes that vary from 2:1 or vary. flatter. Annual Avg Daily Tra�c (vehlhr/day): Desi n/Future: 70,416 Year: 2036 Existin : 58,083 Year: 2016 General Project Narrative: Replacement of Bridge #227 on US-70/US-401/NC-50 (Capital Boulevard) over Peace Street and Bridge # 213 on US-70/NC-50 (Wade Avenue) over US 401 (Capital (Description of Minimization of Water Boulevard) and over Pigeon House Branch. Work includes realignment and widening of Capital Boulevard as well as surrounding ramps and -Y- lines around the two bridges. Quality Impacts) Project also includes replacemenUextension of a box culvert under Peace Street which carries Pigeon House Branch. Existing outfall locations and drainage patterns were maintained as much as possible. Pigeon House Branch is only jurisdictional stream on project. Existing project area is highly urbanized. Due to existing development, opportunity for treatment was minimal. In most cases, existing storm drain systems outfalls were directly into Pigeon House Branch and the proposed storm drain systems had no alternative outfall location. Base grass swale with check dams was utilized on -Flyover- prior to outfall through the buffer and into Pigeon House Branch. Waterbody Information Surface Water Body (1): Pigeon House Branch NCDWR Stream Index No.: 27-33-18 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: D24SW6 BufFer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �--_ I-llgh��'c1V North Carolina Department of Transportation � �''- STOYlIlWr']t�i' ' � ,,,,,,,,,, Highway Stormwater Program '';�` STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 42263.1.1 TIP No.: B-5121/B-5317 County(ies): Wake Page 2 of 2 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Siope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) ft) ft) (%) (cfs) (f s cfs) (fps) Used Buffer Rules? Z -FLYOVER- 22+10 RT (1)Pigeon 2.0 3.0 3.0 0.1 10 20 0.60% 0.1 1.3 0.1 1.4 No Yes -FLYOVER- 22+30 RT House Z -FLYOVER-22+30RT (1)Pigeon 2.0 3.0 3.0 1.9 190 140 0.58% 6.6 2.2 8.5 2.4 Yes Yes -FLYOVER- 23+70 RT House Additional Comments � � GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >>Horn �'DRAULICS EIYGINEER PLANS PREAARED FOR AADT 2016 — 58,083 THE NCDaT BY.• v 50 25 0 50 100 �n ��� �� AADT 2036 = 70,416 LENGTH ROADWAY TIP PROJECT 8-5121 /8-5317 = OJ86 MILES ' K = �O% 1012 STANDARD SPSCIFICATIONS /��� � � �� PLANS D = 55% LENGTH STRUCTURE TIP PROJECT 8-5121 /B-5317 = 0.026 MILES JEFFREY u� MOORE,P.E. �.r_ ��'� � 50 25 0 50 100 T = 5°�a* RIGHT OF WAY DATE: PRO✓Ecr excrxsFx src,vert:xF: � �,� AOADWAY DESIGN F.NGINEFR V = 40 MPH TOTAL LENGTH TIP PROJECT B-5121 /B-5317 = 0.812 MILES JUNE 30,2015 ��`�� ���i� J. JASON PACE, P.F.. � PROFILE (HORIZONTAL) CLASSIFICATION: PROJECT OGSIGN ENGfNEER \\� p�����' t0 5 0 �0 Zp URBAN ARTERIAL LETTING DATE: * 1% 1T5T 4% DUAL JUNE 21, 2016 REr�a PATEL, P.F.. PROJEf.T GNGINEER PROFILE (VERTICAL) STATEWIDE TIER .vc:nor xaaoun3� nesrcx eF. ENGlNF_F.RING COORDIh'ATION SFCTION SIGNA7I;'RE.� O z �� S � Q HENRY J VANPALA Q JOYNERS REAL ESTATE -�� (. � vRaECT ReFeaeNce NO. SHEEr No. � APPR A H D 3865 - PG 46 HOL�I GS V LLC � � ��,ANCtiORG ���� ��� � �� �°°'° R ADWAY D iGN � � , �� �� � � � � � � �� � �� Kimley>>>Horn ,,,, � �,, � �-� � � �,-FLY�VER- STA2/+99 f/� B 2008 - PG 2034 D 15087 - PG 2007 ' �cN 1. �= p - i B i959 - PG 262 \ / �.. HeEr No. �\ CO O "� � i _ l �^� y` � J � � �� �� � HOBCO ALITO $ALE$ � ISABEL HUFMEYER \ / . � u �� P.O. 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E P" l � � `� �7 � 2W SHEET NO. 20ADWAY DESIGN HYDRAULICS ENGWEER ENGINEER 1P11�]E1Ld�i[�Nr�� 1P1L,�N� PO NOT lISE FOP� CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES -o��ul : NA�3/N„`5 2� � ,:.. � ,..,` � , ..._ -.._ .��_�` ��I .rr-s - _1�- �,-`� �-.,__- ::, � �We �n� --tTii��v+ A�l � E ��/ � � r 1 m i ii-�,��. OVE i5 RCa BEGI CO TRUCTlD _' � �`� ` F,�:eo � �NT' �-, T� re eo Hor -YB- POT Sfv.11tl3.OQ_ — , eucaNc - - : � - ; ,�,� rv , - � ,� � � 1 _ , �_ � �� a , � . ._ -- _�.1-- _ ��__ . _ .� _ �.��uc: , - . . . � � � ��� � ' �.� � \ � �.� IS � CP � _ _ � ��_ � � = i �-=r �1 � � i , _- - �� - -- � �� � � i� c�iG���i ���� � ��a�� � - _ G! 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H a�� -°i _ a, _� -iE��70 8n .,,� ,. ;�� �l � � ,. � . a ' SEE E SHEE�D-I ��. � ,, .. �_ � - I `' -- � � �' ` � �� ' ¢ . / •' ���,,;, � �:.� PWG. FiLL. N BANDON — � ` ' RENDVE-€X �� - �. ,� _ . _ � , %'- l� -, � I % . . � � � --_�+ cP-��. ' �AT�y��NE _ � � �' � 'P _ , � �,,r_ iia •_r 60'RCP'I . • .� . � ` -Y/- ST,4 /7t ' �y' .,, �ATCHUNE -Y5- STA 12+00 (SEE SHEET 51 ��SEE SHEET ,51 c O N N O * TRAFFIC SIGNAL LEGEND RADII DIMENSIONS ARE TO THE EDGE OF PAVEd�1ENT UNLESS OTHERWISE NOTED �DENOTES IMPACTS IN NOTEs: SEE SHEET 2B-I FOR CURVE DATA SURiACE WATER Exis�NEParPKiNc �or�RE/MOVET�TOP OF�LWALL APPROXIMA�ELY 22'�XROMTEXISTINGL� SEE SHEETS 2B-2 AND zB-3 FOR INTERSECTION DETAILS �DENOTES 7EMPORARY RCBC HEADWALL r0 @EYOND 7HE PROPOSED SIDEWACK AND CHAIN LINK FENCE. USE SEE SHEET ll FOR -YI - PROFILE IM�hCTS IN SURFACE WATER FLOWABLE Fq1 BE7VyEEN EXl57ING SrONE WALL AND OU7SIDE OF PROPosEa Rcec. SEE SHEEr l4 FOR -YS- PROFILE E5T l0 CY fLOV✓ABLE RLL 2,Re�/we Exisr oiallo iNsra.� re2c�oN roa oF Rc� SEE SHEET l5 FOR -Y6- AND -Y7- PROFILES 0 � 300 250 200 150 100 50 Kimley>>> Horn P.O. BOX 33068 • RALEIGH, N.C. 27636� 3068 PERMIT DRAWING SHEEf 8 OF 12 PROIECT REFERENCE NO. SHEET NO. E—,r>,, ��;—<,_>,; 2W SHEET NO. 20ADWAY DESIGN HYDRAULICS ENGWEER ENGINEER 1�1E�]E1LIl�i[dN. � 1P1L,�N� PO NOT i15E FO CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED 50 100 50 200 250 300 �-�� �-��-;=i=�i ��. �i �=�r�-��-�-��-�-j-��-��. �i-��-�i���-�i-�-1 ��_��_��_ �_��_��_��_��_� ��_��_��_��_�__��_��_�_��_� �� srA i5fi3,ii -Yi- � � � � � � � � � � � � �-'�H�-'� � I-H����_� _N-�N--=N� ��- -- GRADE POINT ELEV = 2T2o76 ,— SKEW = 79°53'44" -CCI�-C ITCI-ITCI-_-CI-i�-CI-1�-C i� �_Li_ :_' i_ _ i- _�I��- PROPOSED 8" DlP S/S 2@ ll' W X 7' H RCBC � �_� � �� � IJ_ _I I _i__ IiJ_ i _i iN A i6° STEEL ENCASEMENT P/PE PROPOSED EXTENSION = f/— 129� _�i-r�-�_i�-�i_�_�� � � lNV@CL= 264.24' ����� ����� EXIST/NG R/GHT TOP OF NORMAL TO -Yl- 2 2 NORMAL TO -Yl- _ _ _ _ _ _ _ - - - - - - BANK / RETAINING WALL (274/ ALONG CULVERTI l� � l(2.0_4�l �LO�/G CULVERTJ � - ... . : . . .. . .. .- .. - - _ ....- .... --- - .�� -- - � ��� - .... - � � - - -� ---------� - �� - , , , - - - � � � ................... -�--� �� -.... , - -_ -- -- ---- -------- ---------------------- ------------- � .._ � -------------------- - , --------- EXISTING LEFT TOP OF -i ---i --i-i �-��- PROP 8" x/2" CURB � BANK / RETAINING WALL , k'lST/N�� C�C�X� �'�ILVE�7 ,—I—���r ��I� —II—�—�—��� � TU �E�1.4/N — — — — — — — — �--�� --——————— ————--——————----—-—-- 260______________ __________________ ' 0.0054 36"RCP INTO SIDE OF BOX 54" RCP INTO SIDE OF BOX ft/ft lNV = 264.0' — I—�i�—i I—i� —I�i� CL OF CHANNEL � � -C ITCI-ITCI-� CI-1� C-1TC Q lNV = 262.3 PROPOSED l2" D/P WATER L/NE i I� � I� � I� � i i i i i -- CI-' IN A 24" STEEL ENCASEMENT P/PE u�u---u� ��- �i� APPROXIMATE NWSEL - -ii-iiii-iii iiii-i-ii-i ii i_IJ u-1J-�1-` CI-1J_�i IJ: AND WSEL ON DATE OF INV @ CL = 266.00' _C �CI-�CCI_-CCI�_C-1�-C I� 2 5 0 I SURVEY (08-29-2012) = 261e6' lNV = 26/.56' (@ CU __� i� i � � � i i i � i i- -��I�� �I�� -�-d_ �i= �=i-- -i�. � i�- _N-�N--=N� ��_ � i i i i i i i i i � i i i i i i i i i i i i i i i ;-�—�i—� — —� —�— � —I � � � � � � � � � � � � � � T O BEXREMOVEDX/STING RCBC -1—��-�-�-1 _�- -� _�-1 _�-1_-�-i� �-1 _� I ���li��l���li��li��li��li��l���li��li���i��li��l���li��li_��_�i��li�������i���i��� z 0 N 1 � '.i� < DETAIL 1 BERM 'V' DITCH � Not io Scale) Naiurol � � Gro�n �� 1 � D �'� RDWY Geote�Rile �-? � Min. D = 1.5 Ft. b= 4.5 Ft. Liner= Class 'B' Rip Rap FROM -Yl- STA.20+65 TO STA.21+50 (RT) FROM -Y1RPC- STA. 16+65 TO STA. 18+33.19 (RT) SEE SHEET 5 DETAIL 4 LATERAL BASE GRASSED SWALE ( Not to Scale) b Natural r�-- �I FIIL Ground �'. � p 3�� j jFt. SLOPE i„ i Min. D= 2.0 Ft. ���� B= 2.0 Ft. b = 5.0 Ft. FROM -fLYOVER- STA 22+12 TO STA 23+70 (RT) SEE SHEET 7 2.0 Ft D.RAIII�AGE DETAILS DETAIL 2 = a FALSE SUMP � � ( Not to SmIeJ � O O � Outside Ditch �2 p-� Trpffic Flow ,��•� 20:1 GI S etc. S=Ditch Slope C� Proposed Ditch -Y1RPD- 13100 (R7� SEE SHEET 5 DETAIL 5 CUT DITCH � Not ro Scale) o� Nafural � $'1 tg< ....�— Front Ground ?; � F\�� Ditch D Slope Min. D= 1.25 Ft. FROM -L- STA 51 + 00 TO STA 52 = 90 (RT) SEE SHEET 7 FROM -Yl- STA 16 -I 70 TO STA 17 -I- 27 (LT) SEE SHEET 8 DETAIL 8 ROCK PLATING DETAIL ( Not to Scale) '� � 2.0 ft � SHOULDER POINT ��-� CLASS II RIP RAP ; y ��-�. 3.0 ft I �� � � ) MIN. OVERLAP � ��� ��,5�� � � �TOE OF SLOPE S� `�l ���A�c FABRIC OVERLAP DETAIL GEOTEXTILE �� ���_., ( Noi to Scale) 10 N OVERLAP (IF REQUIRED) 3.5 ft � FROM -FLYOVER- STA 21 + 68 TO STA 22 + 50 (RT} SEE SHEET 7 DETAIL 9 CUT DITCH ( Nof fo Scale) o� Natural '�,'1 gt - Fronf Ground ? � p F\O� Ditch d Slope Geotextile Min. D- 2 Ft. Type of Liner= Closs B Rip-Rop Max. d= 1 Ft. fROM -Gl- STA 10+25 TO STA 11+25 (RT) SEE SHEET 7 AND SHEET 2B-4 DETAIL 3 RIP RAP AT EMBANKMENT ( Not fo Scalc) 10'min.- Ditch 1.0'min� — 2.0' Grnde � GEOTEXTILE — Type of Liner= Class II Rip-Rap -Y8- STA 10 + 95 (LT) FROM -L- STA 49+45 (LT) TO STA. 51+80 (LT� SEE SHEET 7 DETAIL b TOE PROTECTION ( NoT to Scale) �\p�je< Natural ,L.� �°;�S\oPe Ground � �d d = 2.0 Ft. b = 2.0 Ft. Geotextile Type of Liner= Class 'B' Rip-Rap FROM -L- STA 47+50 TO STA 48=25 �RT) SEE SHEET 7 DETAIL 10 STANDARD 'V' DITCH j Not io Sco1e) Natoral Natuml Ground 1.� ,L.� Ground D Geotexiile ' Min. D= 2 Ft. pe of Liner= Class B Rip-Rap Max. d= 7 Ft. FROM -Gl- STA. 11 +25 (RT) TO STA 11 +42 (RT) SEE SHEET 7 AND SHEET 28-4 Kimley>>> Horn P.O. BOX 33068 • RALEIGH, N.C. 27636� 3068 PERMIT DRAWING SNEET 9 OF 12 PROIECT REFERENCE NO. SHEET NO. E - ,r>, , ��; -<,_>,, �c�-� 2W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGWEER ENGINEER 1P11�]E1LIl�i[dN_ � 1P1L,�N� PO NOT i15E FO CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED DETAIL 7 SPECIAL ROCK CHECK DAM ( Not to $cple) WATER QUALITY ROCK CHECK �— EFFECTIVE SLOPE �BASE OF SWALE I PROFILE NATURAL GROUND LINE 10-YR. STORM ELEVATION CLASS B RIP-RAP NATURAL �CLASS 'B' GROUND RIP-RAP � o� F�j��R � iavR. 1•5� 3 STORM EVENT TYPICAL SECTION FROM -FLYOVER- STA 22 + 12 TO STA 23 + 70 (RT) SEE SHEET 7 PROIECT REFERENCE NO. SHEET NO. Kim I ey >>> H o rn ROAOWAY /DESIGN J I` HYDRAULICS/ . _i__.. ._._i. i �_.i_i_�_.._i._ �__i_�._.. i_i._ �_i__i_�,_ i_ �_i__�,_�,- i_.i_i_�._._i_i_ ..i _.._._i_i._ _i �_�,_.__i._ _i � i._ �_i i_�._._.__ �_.i �._._._i._ ..i_ .._._._i_ . i . . .. i_i._ . . ..i_i_. ']/l/Y 7�1 I' ._._.__ . i . ENGINEER FNGINFfR _i__ �_ _�__.. i�_ _i_i_ . i i _i_i_ _i i_i_. i i i_ � i i i�_. .-i i i_ .. _ � •.7� V�.` �}. �} -. ��.�-� P.O. BOX 33068 • RALEIGH, N.0 27636� 3068 �� ���';��' i'� i i i t_t_ � I _I_. I I_. _ i _. i I� I I _... I I _.__I I .._ I��I_ i _I_- � �.. .l�\Jv i I i i _. . I I I �� '�,'� '' ���� � t-i1- i�� t t i� i t i i t t i - i� - i�� t t i i-t i� i-t-t i i ��-�.i+F�F-�--I+�-F-�--I+H t t i 1-r i t i 1-r i t t i - iF t t i11�j � I I I - ._' . : : i_ i�7:.C� � � � I I I ��i � i � ' � i i i i i i i i i i _L .- -i L.. � i � . t� � � �7. I ec�i-0f_w,. x�. � I i-i-�� � i i_i��� � i i i��_�� i i_��_�� i �� ��_�� i i � �_�� i i �� � i i �� ��� i i ��_�� � i �� ���=i_i �_�L� ' I i i���-�� i � � � � � ,_i i_��� r�_i_i_�� r i i_�� rr i __ � �_i ;�� rr;_i_i ., r; -���-' i i �_�� i i �� � i i _, , ���� �� � ���� �� � � ��a G�� I ��a:_G�i i � a G�� ���� �� ���� tk ����-k�� ���� k�� � ���-k�� c ;� ���� ��� -_� �_��� ��� j " ����.d�d�v �e�� ��..��� <o�= r� DO N6T UgB NO CONATR[r�TION I i i 29O BLB STA �tll.9� � RT! -I�� r i rl�� r i i ���-rr i ���-rr� i i ! � I , ! . . � ,._.:. � . �...,..,.. � ,...,.. i- i , , �-.:. � ,...,:, � �E?CI Z ,�CI BL� S AST ��l1.4�� ' LTl ! i ���-rr�-ri? �-rr� i i ��� i PERMIT DRAWING i i i ELEV = 253.85' �i» ��iii»�� ii�»���i ❑����ii� �� ��i u����iii ����iiu�i� SHEET lo OF 72 i i i E D GRADE _ ��� � �� 1 ��� ��� , � V = . I' � ��� � �� r�1 �� � I ��17 �� I I!17::C� I I!�75�� I��7 C�� I I� 7! - BL- $T 13+92. = r � c�r I� I ��7Sr� I I! 75�� I I��7 :P I� I I I 280 u �Li-I�_I�_��_L I_T_i�� :L I_I�_i�1�L I I�_i�1iL I� _i�7�I I�_i �. �' . ELEVSTA25 �O3.3Z (�I.3.rJ� RTI ��` L���� ����,. I� �L I I�_i�7� :Li-�I _i� � � Li_I_� . DOCUMENT NOT GONSIDERED FINAL �� �� � L � I: , I� �I UNLESS All SIGNATURES COMPLETE� I I I �� � �- � �i �i �i . � . � �-i � � �-iL � i - �� . . . . EIyO GRADE i i, kI�-k kI� � II � k� �I� �I k TlE TO EXIST PAVEMENT �� �I� I I KI� � -SBL- STA /3f9425 = � i ���L��� �L���_I�� L ������ ������L�� i���L���' �II', � r �-�r �� �L�� ����L���-I �_�L��� �, -r ii ��� �� -L- ST 53+05. 9 f32.27'LTl _ ' �-r �-r rt r r7 r i�] i i i i � � L � � I i i 2%� �rr ii- �r ii'�� r ii ��r ii ���ri ���I i���I ii �� ' ' ��r' iiI ELEV = 25/&4' 2%� I i i Pl = 1Ot50.00 ��� � -� � �- � r�� i- �� i�:� i i�:� i i� I j i Pl = 1Of76.U0 i 1=F i i�:� i j�� i' i�- i--i �-� _ TlE TO EXIST PA�EMENT I �� I I i i i EL = 252.99' � rt r�-� rt� � I� ��-r ���-r� ��-r� rt i �,' � � � � � �,, � � � � �,,, � �, rrr ���-r� ��-r� 7-r� ����-r �� ��rt; � - _ , r ii!».��!i n��r : - ' -�_-!��' � I I VC = IOO• '7 C�'-17.=�7 �' I I ��7 �' I I!�7::C� I I!�7:_C�! I❑7:_C�' I I! 7.��. '�:CC I I'�7 CC�=I '�7 C�SI7 � 7 CC!_�, �- -- ' I I! 7:_C�' I I ��7 :P. 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I� � � k� k�� � k��k� ��k� �k� k� k� �� �k� ��k I I ^3'LQ $E(�i( GRADE OESIGN DISCNARGE = 870 Cf5 � n i rn - r i i n n i n n i i i n i i n- n i i i� i n i n r ,32Q i i � Yl- STA 12+15A0 DESIGIy FREOUEIyCY = 50 YR5 �� r. i_r��_r--rr�� rr, i__�� rr; i_r' � rr, rr�� r i i_:I r�; i�� r" - E D GRA�E �" �� " I i i ELEV 28699' �_�_'�� �;_�_�_;�� �� � � i�� �` t t ��� ���_� _;�_ DESiGN �% E�EVATiON 267.7 FT �� _�,_i_i_,»_��_i_i_��� ��,_i _,�� ��,_i_i_, � ��, r_r-,�� _�, i_i_,_ BEGI ILLI G& RESURF Cl G f3"1 � �q i u� ��i-� � � �_�q_�_� ���_ _�;_�_� ���_��'_�_�_,�_ i I I TlE TO EXl5T PAVE�ENT � �� � �� � ��1 ��� BASE D�SCHARGE = 900 CFS � � �� ��� �_�_� � �� ��_��� ��_�_� � � � � � i i � - �� r_ � � , � YI- STA 22+97A0 �k i n� �.- 7-r - �-���-r �-�� Ii i I-I.-�7 �� I I_I�7 �� BASE FREOUENCY = 100 YRS .� I-I.-77 C� I1�7 C� I-� ELEV = 293.04' � C�� �C�_I I� 7 C�'-17 ��7 �' I_I ��7 C� I7.!77 �. i i 3�� i_i_ � � i i ��� � BASE Hy�' ELEVATION - 267.86 FT �� � i_i_�� � i_i_�� �� i_ i �u� i �� �_i i � ��_i_i �� �_i_i �� �_i_i_.�_ 3�� � � � OVERTOPPI G DISCHAR6E _ /A ' I � I _ i _. i i_i_._ i_i .i LI-�7 Li I Li17 :Li �. N _ N �7 L-1_I�_i�7:CL LI5�7 CLiS. _. i CCi I i�7 CCi7 I i 7 CLi-17 i�7 Li-17 i�7 CL LI�_i�� �. i i i � w� ��rri i�ri-- �rr--i _ r -Yl- TA I+ 7= OVER7aPPlNG ELEVATION = N A - i--i �� r� y-rri + ; i � 7 ��r 7�r ��-u-I� --- , �=��K- r��K�=k rtk� k� k' N a � k�-k��k =���k�; - - - P� = 2�+�0.00 ; , k � kr� , kr�-k� _kr�-k�, _� - - , i i� 300 �� rl �--I-�� �I �-I-I-�� I�-I-I-�� I, ELEV = 27/.64' i-, � - y rl I: i -YIRPC- STA l9tl5B6 = EL = 29L76' i7 1 r � I i i i_i i_ i i Y6- STA 20+pp,pp DATE OF SURVEY AUG.8.2012 L, -YlRPD- STA 17+27.42 VC = 220' ' I I�� 3OO �I,� ���1����.��I��-�'��.I �-� � � � i i Pl = 12+45A0 !' ! � I Yy.S.E[EVAT�OIy i� ELEV = 28136' K-`a �i i i EL _ 285.7g ?� ��� i-��� ��� i i-�� �� i i��� � ��� �� �- D S = 9 0 � P H ' i i i VC_ 60' I I I I I_ I I I I I I_ I I I I I: I I I. I I I Pl = 19+55A0 i i _ i i i K- 20 � �_r_��� ��� i r_�� �� i i ��� �� _ L �� ��'' EL = 278,86' 9�.--•' . (+IIA079% T OATE OF SURVEY 26L6 FT I I I 290 os = 3o MPH - � � �-� �� �;-����_�,.���,��- � �` vc = 2io� ���63.�Aoa�� _ +. 290 II I � . . � � � I_I�: �7 U I I t. i� i i i ' i I ' ' i .. i ' I i ..�. . . . I7 I � � � K = �i ( � � ' � . . I7 ! ' i i i �_�_ � � � �_ �� �. ,1,� ,�� E D SPECIAL �� OS = 40 PH i, -- - -- -- - -- -- -- - ,i ,rii I i �i „� ii„r'ii „rrii ,-rnii„ r'r „rHi „r' ,rriin, rii„r ii ,rri „' i i i �-1¢ Ji , � i i a G� I i a G i_ i a G !- ,, i DITCH GRADE RT � a G I i a G I- I a G i__ I a: i__ i a G i a G i a i i i '�0i �Oi PI = 15+15D0 � ���� ��� ���� � � ����7 ���r� 7�r�-� �-���r �-���r� -�rt'� �� 280 i i i - , -�, , , „� � � � � ` -Yl- STA 2/+50 � 280 EL = 266.8g �� � � �„ ���-� , �„ �� �p�'. � � �, �� � �, �� � � � ��„ �, ��„ �, � �,,, ��, „ � _ -__ _- • +� ELEV = 29429 i,�rri ��r �rrii�� rii��r ii �rri �� : vc - qaa _�-+�� ` I eEci sPEci.a� : � � �» ��� ��� �E�-1 I �� ��� � II�� Ik�11�1_r�1_�-�� rk�1 �� `'I K= 49 05% DITCH GRADE RT 3 � DS = 35 tilPH -YI- 5TA 20f65 � � � � � � � _�_� � �u. _ _ - - . - , � � , � ,-� -��_i 2%0 ._ �; IJ'� C��-i-i'�-�. �. -._-- '�_;.��... � lT�i - - - _ _ - - _.:_ _ _ _._ ....:.:.... _���.:_�� . ELE� - 288.86 . . ��._ , i i :��_:�:�� i i ��� �r i i ��� ��� i ��� ���-i i � � ���-i-i �� �:���i-i ���_��-i-i�_�� ��;� �--,� i � 2%� -LLI_I i� _�LLI_I i1�_� i-1_h_i�j LLi__,_ __ (+)1.00% _ �j �L-1-L��� �LLI _i�l�LLLh_i � �Li-1-1_i1� L j LLi I I i�� Li I I i1�_�L I I i��_�Li I i� _ Li-1 I i �_�LLI_I i��_ LLI_I i�� �L-1-1_i� LLI _i�� � =k�-k� +k�=k�� -k��� �-, , � �+�2.�2o5i ._.. �;�� �=k��k� ��k�= �k�=k� k � � , ,; �k�=k� k�=k�� � k��k� ��k�= �k�=k� k�=k�� �=k��k� =�rt� - --- ; _., _ ---� ,_ _; _ ,__:; ,__-; , - ; ; � --- � � �-- � �--, �---� _G-I_I ��__CG-I_I �77_C �-I_I_!�7_CG_ I_�7 CL I_' � E a SPECla� _I_I-]7_L -I_I_77_CC_I _.�7_CC_I_I_. � CC_I_L.77 _C_I_I_.17_CL_I_I_.17_CL� I�17_IL� I I_I. 1CG I I'77__G I I��7_C I I�77_CG I�17_CCI._I I I 1CG-I_I ��7__G-I_I �77_L -I_I_��7_CG-I _'77 � .� ,. �_ _ � , ,_�_ � ,_�_�_ � � , �_ �_. _�_� DITCH GR E LT -- - - - - - - - -- -- --- - - r � �� rr� � �„ r � � �„ rr �„rr � � _�_�_ � � � �_�_ � � � � � - - _ -__ ___ 260 �� __ ___- _ -, --.., __ , I_I ,, r_-�_�_,, r�._�_-�,, r�_�z-� , r�:_�z-�„ r:_�z: �„ r__�_�_�,, r�. �;,,-r�:_�_�_� ,_r�. � �:,, �. � �:,,-r_ � �„r� �,,-r��_� �., r�. �_�„ n I_I ,, r_ �_� ,, r��_�_ „.i l 260 i__ i__i__ i 1-� i_ _i�i i i � i i i i � � �-�`�', Yl STA 17t27 i i i i i i_i_ i �_ i_ i i_ I I I i_ i i_ i�i i i_ � i_ i i_ i_ i i_ i�'i � -�-� rt�-��-r -��-r� r ��w� ' � 7-r�; ELEV = 26738 �-�� r �-���� ��-r�- 7-r� � �-��-r � ��-r� �� r� 7 r� �� � �� r � ���� ��-r� 7-r�-� �-�� r �-��-r� -�rt� � - �-- � �-- � �--, �---� -� -- � �--�_ , �--, ---� �- � �---� �--, �--, --, � � �--, � � � � � � � �- � �-- � �-- � --, �- -� r _r:_i_i .� �r_i_i .�� �._i_i .�� �r:_ _i_.�� _u_�� . � i.� �r:_i_: _:_i_i .�� �r_ _i_i_.�� �r:_i_ -:�� �r:_i_i_: � �r:_i_i_:�� r:_i_i_.�� �r_ _i_i_.» ��. i.�� tr. i_i_ � ��. i i.�� r. i i.�� rr_ i i.�� �r: i.�� �r:_i i.� �r:_i_i .�� _r:_i_i .�� �r_ _i_i .�� �r:_i_ _.�� _u._�_� .�_ _�u._�_� .��_� ._�_�_.��_�u._ �_.�� u_�u._�_�_. �_�u._�_. , ,., _ . ., , ,.. , ,., _�_�_.�� _u._�_�_.��_��_�_�_.��_�u._� .��_�u._�_�_. �_��._�_�_.��_ _u._�_�_.��_�� �_�_.��_�u._� .��_�u._� �_. �_�u._�_� .��_ _u._�_�_.��_��_�_�_.��_�u._� .�� , I!II!I II!II!III �II!IIII! Iill' IIII!II• ""' ' " " ____ _ ' I I I I_I__ BEGI SPEG I_I_I I I_I_I_I_I I I I I_I_I_I I_I I_I_ !_I I_I I I_I_I I_I I I I i_I I I I I_!_I I_I I_ I I I_I I_i I_I I_I I_!_I I I I I_!_I_I I I_I_!_I_I I I I I__I_I I I_I I_!_I___I I I' _Li_I_I i� CLi77 i�7 L�i77_i�7 CLi-Si17_ i�. - --_- .17:_CLi I I i 7:_CLi I I i��_' �. DITCH GRf�E Lr _I_i17 Li I_I_i17 CL I I i17_CLi I i17_LLi I I i 7_LLi I I i�7. _Li I I i�7_CL I I i�7_CLi I i�7 CLi_I I i 7 CLi_I_I i�7 Li_I_I i�7 CL_I_I_i�7 CLi_I _i17. L� e. fi'r I!' k!` i�� w_i i i , ... .. ... �. 250 -�; r-i `�� - � - � � „ �� � �� -YI- STA 16+70 � �� � � � ��� �� � � �u i � �u_i_i ��� u_i_i ��� ��_i_i_��� �u_i_ u� � � 2Jr� �.- - -_ -��I,' -- -- ------ L�17 L� I L��7 CL I I I� � t I I ��7 CL I I I� �:_tL I I I7 _ L� I!�7 CL I I! 17 C�.. L-1_I � CLI-1-I �7 C I I 7 CL_ I�.-. I7 I7:_tLi I I! 7:tLi I U� ELEV 266.81 �/f tnlr ^�` ?T��I��T I � L_i. ��J Lu-i-� �J� L I-I-�� LL i-�J+j �. F�Cni., l�L � � � LL I � J� I -/ - � hl .. ! . I' � iJ� L � � iJ� L � ��11G � iJ� LL I, I i 11L � ��J� I_L I � J� Li � � J� L� . o�. �. . �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . �. �. �. �. �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. �. �. �. .ic i_ _`onc` `� i i lii..i. :.` iw���� ii �. �'r'` -i i - ��r"un �� 0 � 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 PROIECT REFERENCE NO. SHEET NO. Ki m I ey >>> H o rn ROAOWAY /DESIGN J I` HYDRAULICS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �- ENGINEER FNGINFfR . _i__.. ._._i. i �_.i_i_�_.._i_ '_i_�._.. i_i._ �_�__�_��__�- �_�__,_�,- i_.i_i_�._._i_i._ ..i _.._._i_i._ _i �_�,_.__i._ _� _��_�__i._ �_.i i_�.__.__ �_.i ..__._i._ ..i_ ..__._i_ . i . . .. i_i._ �_.i__� . i_ �_.i__.._._i�_ �_.i_i_�_. _i._ ..i__.._._i_i._ �_i_�_�,_,_ i._ �_.i _.._i_i i._ _.i i_�.__.__ . . i _ . .. _i_i_ . i i _i_i_ _i i_i_. _i i _i i u_. ._i i -i- .� p,O.80X 33068 • RALEIGH, N.0 27636� 3068 - .} �� . +h� +h� +h� +h� '. . �� �� �� ��.�-� - - i-� - i-� i-t-t-i ��i � t-i ��i t t- 1 iF t-t-i1- i�1-r t t i 1-t i t i� i t t i .. . i�. -.- i�1-r- t t i� i-t i 1 r- i-t-t i - i-F t-t i1 i-t-t-i � t t-i � rt -i � rt-t-i iF t t-i1- iF t t-i1� t t i� i t i� i t t i -- iF t t i11-j i � . ..-�---_..- --�---_. _. .�--_.. _. ._.____. _. ._.___ ._----�-- ---_._.._ __._.._.�.----.. -. . __._.._..---__. _..._ ___. _...�----. _. ._.___. _..-�-- -. _.._.___.. _. .__.___. _..---'. _..---_.. _ .---_._. _._---_._. . .---_._. _ ----_.._: ----' --_._... I I . �___�. _. . �--_�. . . �---� - �- � � -- �---� . ._ �--_� . _. .----�. _ �-- �. �� � � � � t __�. . ._ �---�_. _. .----� . . �- � - �--_� . �__ � ._ �--_� . _. .---_�_. _. . �-- � - �---�. . �---� . ._ �---� . _. .----� _ _ �-- �. . . �---� .. . i___�_. . �� e.�.��-0f_w,.>�. I I I - - . L I I.� _CL I I.�7_L . � �. 7_LI_. I_ 17 CI_:_I_I_ 1� L � �.�7 L I I.�7 CI I I.�7_LI . I_. �. CL � I. 7. CL � I.�7_ L I �. 17 CI I �.��_t . I ._I7_LL I I.�_CL I I.�7 L I I. 7 CI I I. 17 CL �_.1�_CL � �. 7_LL I �.��_ L � �.�7 CI I I.��_CL I.�7_LL � �.�. CL � I. 17 I. I I I ._uii-� .1 Luii-� .1� L._i-i-. � Lui i-11LLii-i- � L �;-iJ1 _L � LiJ�1. � LiJ�_LL � i i�_LL � � i �_LL � � iJ�_ _L � � iJ�_Li � �.1� Li I � .1� Luii-� . � Luii-� .1� L_�� Li -i-i-11LL-i i1� LL � i_!i � LL � LiJ�L � LiJ1L � � iJ�_LL �.J�_LL � �! �1 . ..riTl-iTTriTI-i1T�. '___i T�ri I-i1T�riTI- TriTI-i1T-riTI-i1T�- -I-I-i1T�ri I -i T�- i -I-i 1Tri -I-i1T-ri I ..' ' .."'. ' ' I "_ . ___i 1TL I 1�-�i �s .e�. '--- ___ --- --- -- --- -- --- --- �� �_ i _� �-� �-i ��-rr-ri � �-r �-ri �� _r�-rr� �-� -rr�� rr-- ' ; , -��-�r--- --__ <o ]f� ]ElL][la�I][N �` 1P1L.�N�n i i i _-- ---. . � � i F, 1R i i �-- � ��-- � a-� �---� a G i -i a G�--- ��---� � �---� �� i a-G i_ _i .a::G I i a-G i i a= i i a.G- --1 .a.G. i_ i a G�---1 a:G. I_= i a- i___i a G ---� a G�-- �-� �---� a:G I � a oo NOT oss �o �oN�Tn«�T�oN I � � -'-�-� �� . k�t-�, � ��� k'..'�� k�t=, �-�� ��-�-�-� ��-�-�-�� ��-�-�-�� � � � �� -�� � �� -�� � i-�� � �� �� � �� - k � �� -��-� �� ��-�-� ���-�-� �� ��-�-�-�� � �-�;� ��-- �-�� --� �-k�t � �� i i �---� _ i r --z- - � i i---r - i-r -- � � 7 r i i- �- r- i i-- � r-_i --- 7 r r- / R/ ' il. � r � -- � � . � r � -FLYOVER- STA l9f19.50 I ��-- . _ I I I C � rr i i � r i i n � � � � � � � � � � � � � __� _�__ ELE = 276.63' _ PERMIT DRAWING i i i ,_ G I I �3�E I I�3 EC I i 3�E� I I i 3 E� I � ��� rr n i i�� , n i�� I-I_� C I I_ 73 E� SHEET 71 OF 12 � i i � � �_� ,� � � � � � � � � � �. �� �„� ���„-r � � �,� ,-r � � �� , � � �,�_ I � � -�,_ �� I I,�� k� I I ��� k�� I ��� k�� t t �� k�� t t,��_ � 1� k� I I-��� k�; t I- ,�� k�� �_ Pi = 2o,-si.00 ._❑ . ' r� I I�17::C� I I�17:_Cr! I!77:_Cr� I I!. 7:_Cr� I I. �17. I 77: C� I L�17.Cr�_I_ .'�7_CC!J . _ I I i FLYO ER- STA 10+58A8 L I I� �'� I I ZLPC-RSTA l3f O. 8434 I�I - DOCUMENT NOT GONSIDERED FINAL i i � _ �L � ��� � � �' I ' EL - 278.99' .J �. ELEV 263.65� �y �� L I I, ��. _ � � ��� �� -, �' ' VC = ZEO� UNLESS All SIGNATURES COMPLETE� k I I I _ _ _ , � � �_�L � � ��� , � � � k � k� � ELEV 268.%' -I � � � �-�-� � �-; � � � r E D BRIDGE � � � .� �, �� �_ � k� -_ K 30 _ LII LII� � LI LI _ L STA 2+09.65 ( 5.96' RTJ � �� k��� �� � I � � � � � r � �, ��„ � �, �� � � r I, �� � � �;y; � � � ��. I OS = 35 �PH FI -FLYOVER- STA 2/t76.69 i i �� � ��!��_� ��!��_���� ���_������ ��������� 280 rf r��„r ��„rr� „rr�� ,r���„ 280 i i i ELEV = 270J9' ';; �,,�����_ ��,�_ ��,� �,� ��,� � ������,� �+)I.T956% r, ,� � � � �; EL =�262�' �M h-I� � � M� �M TI�:�M � � �h-I M� _ . - - � - ��'�j� ', r � � �n� -Tlrt� �� � _ _ � � ' � � ', - , ���_� � � , �, ^ - _ � i � - � � ` � � � . ` - - � . I ---------------------- I=I I� [I � I-. � I� �L i i OS - 35 MPH , ��� �; � ____� ,.� I i i i_ II II �, niini�r iin� �� �niin� n VC - l50' - - - I( I 270 K- 50 \ I 270 � I I _ . . -- . � �-- - �-----T- -- -� i�� � i i i - - ' - � i i _ - - � \ � � � -i --- �-____ _ I; ; 260 --- �-����oi (+1i.7956% I I I I I rl I I I I� � r�, BRIDGE HYDRAULlC DATA � � �sE � I i � r'�-- I I I � � I � � � � � � � \\ I I� j � j I I � 26� I i i ;_��, ,, 1 CCi I I i 7_C❑ I �77 G I I ��7_CL I I i77 CEi-i i77 CC� OESIGN DISCHARGE - 1500 CFS y � I I I � /� �1�� I� 1�� I� � � I��. �-rr,ii; �rr i �� r,i ��_r_ ii ��r - I I /1(�,_ I I I u_i_i u �u_�, . i� �u_i_i_�� u i i i��' u i i u�_�� i i u '� I ' i_�. DESIGN FREOUENCY = 50 YRS i L. I � � � � �SE� �/ •-"�j - i i i I- i I i ! � I � i � � � i i i � � ���- i ! � DESIGN l�% ELEVATIO = 2462 fT � I � I �I ��-t-t�� k��_�_ ��k��I1=����II��� ��II���k� II���k��I ���k��tt� �k��tl���_ ��It��1�� It���kk�-I ���kk, " !I � _ � � ' , i i i 2JrO � � � � BASE DISCHARGE = 160D Cf5 � �� i `�_ � -' � j I I � �� 2rJO I I I �S_I'� C�..I-I -- -�:: I7 C�� ll_�7 �' I I!�7 �' I I!�7::C� I I!�7:L�' I!�7:L�' I I! 7_C�' I I'�7 :�D I I'�7::CC I I'�7 C�LI '�7 C�'� �. i i i . : j_ �_ i �: j_ �_ i � 1- �_ �-i �I�ii_ � �_i a �. j_ �_ �_ + i _ �_i � a � I �-i �� i � i i � i i � ' a�'I -� I i � �_ i � '��,' .. �ERTOPP �G D SCHARGE 246�.48 FT � � � �' �� I j � f-TU.6 % BASE FREOUEIyCY IDO YRS � i i -�_� �_� i -� I T � �_� �_� �_� � � �_ � � � � � � � � � � �� H = N � �� 1 I � - - I - --•---------- -------- � �-r - �-r �-r rt �-r �-r �-r 7-r �-r �-r �-r � (+1 0.�8% r- i i i i i i� r i i i ERTOPPI G FREOUE CY = /A i i i i i i �Li w N N N 1 ' i i i i i i i i i i i I i i i .L�_LI � CL_LI �� L i_LI_i�� CL_ I_�� CL LL � L I L��� L I I!��_C I I_�� ILi I ��� CLi I I �� CLi I I.�� L I I_�� LL I I i��_CL_I i�� � � pyERTOPPIIyG ELEVATlON = N/A �-L I L��� �� i �_��� �� i.��_�u� � / I i i 240 � ii, rrii „r �il „rr I„rrii ,rii�„ rii�„r il „+rl „+rii ,+� ii„ � ii „�� ii „+ri „rr ,rii�„rr ii�„rri „rr � j� ti 240 . i__ i ._ . i__ � _ . �---i . . i_ _i . . i--- '---i . i __i . _ i . _. i i . _. i i _. . i i _.. i i _ i _ . i_ i . DATf OF SURVEY AU6.29.20/2 � !---i . _i . _ i i . _. i � i '-: - � EA�D� P�CIAL T � � �� k� � ���=k ,-�-�-�� k�,- � ��� k�,-�-� �� �,-�-� ,�� �� � �_;�� k� � �;��=k�t �;�� k�' � � t�=k�t � � t�� =�t � �'�� k� � �'�� k�' � t�� k�, �;_�_�_;�� k� � �_;�� k�t � t��=k�t � � ��=k�t=j PicEoN �; o „ � � � �_� �__� �___� �_ � �_ �_� � � � � �-- � �-- , , - -- � , , �- _ 5 AT10 -- -- --- --- --- --- --- -- -- - . .ELEV --- --- --- -- N �Y N OuSE - i � � _ i__ i r i__ i� r i---i �[q -i_n� [n i_i_» r�_i_i_i» q_i_i_i» [r i_i_� �[q i ��-[ i i!�[❑ i �» ❑ i ��� [r_ i i�r �_i ❑� r; _ i q_i_i_i» [r_i_i_i �[ i i!�� [q---i �-r i__ �rn L + � � 7,,r i. :r , AT DATE OF SURVEY 2373 FT � � i i �__ i i= i t= t �:- r'• - --� �_ � �_ �_: �_ �� � I 7 _ � � � � C .!_:: i-� i t: i BRAI�CH WN ii ELEV = 246.89 � � � ��30 _��__ �� ���__ ��� � �___��� r��__i_��� ���-i_i_�� �� i-i_��1 �� i i_��1 �� i i ��1 r��_i _��� ��� i_� � r�� i ��� �� i ���! i ��� ���_i ��1 r�� � ��_i-i_��1 �� i i ��� ��� i ��� r�� �����-_ BE�,N SPE�,� �N �30 r�� r�� ri-i-��� t-���rt ���� ���1i tt�lr�t ���tt� ��� ��� � tt��rt �1r� t���1i tt���t ���tt� _� R Q � i i i �� �� �� � � �� � � � � �� �� �� � � � �, _� � �� � � � �� �, � �� � �� � � � �� _ LY _ RT +� �� i i i -�Li"I�il�i � 1- ELEV = 246l2 i cn �� � 5'E� S�H'EET ��t7„ 7�"tA'� ���LYGN'EA�- �'LkIII i i i i i ; 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 i i �i i i i � i i i i i _I - I -'-'- = -'_. ;___' __,_' _ I I I ;1 . 1_. ;1 ;_ . , i-_ . ;__ . _;__ . ___. _ __; __,' _'_,_' _, l _ . l _; . ; . ) . 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'_'='' _ _ __ _ _ _ __ __ ___ _ _ rii� rrii��r �ii�� nrrii ���i-rI rii �rrii�� r ''��rrii��rri !���riil��rii!�� �ii!��'r' ii���ri ���Hii ��rii�� �ii��'r' ii���ri �� �, � i i - - - - - _ + - - - - - - - - - - - -Li-I_I iJ _CLi-I_I iJ7:C i-I_Li7� -FLY ER T.Q 5 76.� S7:_CLi I I i 7:_CLi-I_i: -Li-I_I i 7:CLi-1_I i�7 Li_i_ _i_i17 CL I I_i17::CLi I i17:_CLi I_Li 7:_CLi I I i�7. _L I I i17:_CL I I i�7:CLi I iJ7: CCi_I I i 7:CLi-I_I iJ7 : Li-1_I i�7 _CL-1_Li]7:CLi-I _i�7 �' �y �y OV S 2 �y �y BEGI GRADE �_��� �� � � ���_��� � ���_��� � �_ � y �y � � � � � � _�� � i i i -1T1-�_rtlTi-���r --�� ELEV = 254J9' ����r�-_' 7�r� i. -1T1- 7�rITi-�� ��_ -Y2RP - ST 16+57.00 �� �H '_ �-1T1� � I I . L!_I_I !� .CC!_I_I !�7.0 SI_I_!77 �. P '77..C�! I I ! 7..CC!_I_! . _C!_I_I ! 7.CC!_I_I !�7 _C!J . _ . ' 7..C�! IJ_!�7. .P. I I !�7..CC� �� C�� � C� � � C�-�7 ��-�� C��_I-�7 C�_ _�7 ��r�' � I I 28O _L!, I_I �_ LL!_I_I ��_L , , V M N , LCJ�e Z[J.� _ � �_LL I I ��__L I I.�� L, _ I_ I_ I_ I_�� 1 ZHO � � � TIE TO EXIST A E E T --- _ I I I �. _Li-17 i� CLi-17 i�7L 11I�_i1� �. �7:_CLi I I i 7_CLi_�_i_ nor �r Li 17 i 7 CLi-1-I �7 Li-��i �. 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I-I. ._ �'t�, �'� _ i. !��� � i i. !��� � i i. �u i �' I i� � � i � �� i i �� ���� �c� $c i� ���c` i= r Ir'i✓,� i ��iz -icLi ��v'c %�` a'Liuj _�t_ c$i nc� i� i��u'. i' 'r i�n i�'iii'r" - �Lr"un �� 0 � 24 25 26 27 28 15 16 17 18 19 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 49+34.23 - 49+60.23 (LT) 42" RCP < 0.01 26 1 -L- 49+96.40 - 50+50.94 (LT) Embankment / End Bent Removal < 0.01 55 1 -L- 49+65.71 - 49+88.08 (LT) Embankment / Bank Stabalization < 0.01 < 0.01 12 10 2 -Y1- 14+85.18 - 15+15.94 (LT) 2@ 11'x7' RCBC 0.02 69 TOTALS*: < 0.01 0.03 12 160 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 � � .. � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >>Horn �'DRAULICS EIYGINEER PLANS PREAARED FOR AADT 2016 — 58,083 THE NCDaT BY.• v 50 25 0 50 100 �n ��� �� AADT 2036 = 70,416 LENGTH ROADWAY TIP PROJECT 8-5121 /8-5317 = OJ86 MILES ' K = �O% 1012 STANDARD SPSCIFICATIONS /��� � � �� PLANS D = 55% LENGTH STRUCTURE TIP PROJECT 8-5121 /B-5317 = 0.026 MILES JEFFREY u� MOORE,P.E. �.r_ ��'� � 50 25 0 50 100 T = 5°�a* RIGHT OF WAY DATE: PRO✓Ecr excrxsFx src,vert:xF: � �,� AOADWAY DESIGN F.NGINEFR V = 40 MPH TOTAL LENGTH TIP PROJECT B-5121 /B-5317 = 0.812 MILES JUNE 30,2015 ��`�� ���i� J. JASON PACE, P.F.. � PROFILE (HORIZONTAL) CLASSIFICATION: PROJECT OGSIGN ENGfNEER \\� p�����' t0 5 0 �0 Zp URBAN ARTERIAL LETTING DATE: * 1% 1T5T 4% DUAL JUNE 21, 2016 REr�a PATEL, P.F.. PROJEf.T GNGINEER PROFILE (VERTICAL) STATEWIDE TIER .vc:nor xaaoun3� nesrcx eF. ENGlNF_F.RING COORDIh'ATION SFCTION SIGNA7I;'RE.� l-T s0�6` � Q HENRY J yANPALA Q JOYNERS REAL ESTATE � W r // ��'N '�� � � PROIECT REFERENCE NO. SHEET NO. � % Kimle �>> Horn B-5/21 / 8-53/7 � -� FiPP H 5�+ � D 3865 - PG 46 HOLDiNGS y �LC � .� PyaNCx�yy CMOr�pCCAi c J � � -FLYOVER- ST 2/t99 +/- B 2008 - PG 2034 D� i5087 - PG 2007 / '/ �'/ � V-' u� c? c,9� �= B i959 - PG 262 � / I �/� � � 1 p,W„ ww sHeer no. 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S E E S N E E T I O F O R - L- P R O F I L E SrREA B�K 70 TOE OF STREAM FOR S T A7E OF �p TRACTOR TO LOC�TE AN� � NNECT i " !��- �' E� VE Ex �i � _ N 2 - �, s.Re�uwE allo ReP�Ace Ex�sr coNCRere ' JI �sFs�� '� �f � �/ "� � SEE SNEET Il FOR -SBL- AND -NBL- PROFILES _. _ , N�RrFs caao�iWe � f � _ _ �I� PRO✓E�Lf � �I�I�i� ��T , � SEE SHEET 13 FOR -FLYOVER- AND -Y2RPA- PROFILES a �u �w r2�Pc PCC Sto.l3 1098 = _ E D���E� � N e x i s r � N c e R ro c E e e N r R E� U w a.. e s r n c r - F L Y O V E R- P O C S ta. 1 5+ 3 4. 3 4 C� STR�CTI� ' -� ^ OF CONCRETE RE�OVAL AND REPLACE,NENT t�Pe ' . N �4FE - �\ �c� � ,I � asr SEE SHEET 14 FOR -Y2RPB- AND -Y2LPC- PROFILES „ 0 7.BE6Ny SPILL CURB -L- 57A 43+39l9'L'fl ��iFo isFau> - �� -__ �� 5���� �� ry .' s w -;,� "� j' j �., SEE SNEET 15 FOR -YS- AND -Y9- PROFILES B.BEG/ SPILL CURB -L- SiA 43+39 �42'CTl �_ , sFr �..�<, � '�u i O z � Ki m I ey >>> H o rn PROIECT REFERENCE NO SHEET NO. E - ,r>, , ,�; --_>,; nae—HPe—Nae—HPe—Hae—NP�—, 2W SHEET NO. n,�,� I P.O. BOX 33068 • RALEIGH, N.C. 27636� 3068 ROADWAY DESIGN HYDRAULICS ENGWEER ENGINEER F V1 W I w �2 1P11�]E1LIl�i[dN_ � 1P1L,� N� (� PO NOT i15E FO CONSTRUCTION Q � _ Q� ~ � � I ' Z � � I DOCVMENT NOT CONSIDERED FINAL UNLESS ALL SIGNA URES GOMPLETED 10+� ( -YI -) � NA�y SRS 2007 NORF�O�R S��u7HERN I'. � � �„p �OF.F'ORATICI�.� � i . ��Hpg ; , - -�- - -� -, ��__ -Yl- PRC Sto. //+25.64 ���pa Yl- POT Sta. IO+OOAO �� '� � _"F°� P BUFFER DRAWING � IT - _ _ - y �I . - _ n"��, SHEET 5 OF 7 . . . _ � . . . �. � � . . � N - I ��Hr'e -'� � � �' � � � - CORPORATION � � � . -- . �, ''. _ � . � . _ _ -Yl- PC Sta.10+48.85 �� _ - - ve ` , GRFOLK $OL1iHERP , � � mc , -L �iae � I i - '_ �" `_ , _ y, . -_. ,� "� ,� �� ; - - -Y7- POT Sio. f0 OOAO � . _ _ � ° , ti t " i�- _ YAN D 6ASH�O�2D .�co 5-�� ' �� -" � -- - . _ - . , - '- . � . .. . _ _ _ ,. s�i -J��=- _�__ - R . 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F � ,�� � •� }��\ \... , p�Tl,`��\LIJGXFLII�v'@'-ABAN ON \ �\ , -0.��l�_� �IF NECESSARY � _ �: , �� � a CUT pITG+! � � �� 31 � --�5-RCP �v '-,' ATCH NE- _Yl � c E�ETa�� �.sNEET z3 i i _ � —�� �� � - �, ' F ti1 [i � ��� : �j �_' � � � � - 60' RCP-IV � ` MATCHUNE -Y5- STA 12+00 �SEE SHEET 51 STA /�f00 �SE E Sf/EET g� LEGEND * lRAF�IC `�l�;N^L RADNDIP��FNSI(�N� ARE TU TNE EDGE UF PA�'Ed9CfJi UNLC�` ��THCRW/5r Nf7TED __� � _c ALLOWABLE IMPACTS ZONE 7 N�r�s: �. kE�,rov� roY oF FxisnNc sroNF wa� ro an� F�FvanoN aPPr�oxiMar-�r raE�ow �EE SNEET �B-1 FOR CUr�VE DATA E.r�rsnNr PaRniNc� t�r.PEMovF roP oF wa� aPPRo,e�MarEv� z��F�oror Exisnrvr SEE SHEETS �B-2 �AND 28-3 FOR INTFRSECTI�7N D�AIL� � Rrec HEaawn« rv et�uN� rHE PROPasEo Sic�Fwa�n aNa cHaiN uak rENCE u�E ��E SHEET ll FOP ) l^ FROFILE f�-,,�ae« f�l PEwrFro �xisnN_ �roNE wa� aro� ouTsioe oF PUN���n �ck�.. 5 E NE�T l� FpR � ROF/LE ALLOWABLE IMPACTS ZONE 2 F r ir rr F�o��uecF Fi�c F � �-- �.REMov� Exrsr �iqrvc� iNsrqn rs�croM rnP oF �cec StE SNEtT l5 FUR �'r,- AND -Y7- F?r)FILE� BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING gRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 24" RCP -Y8- 11 +02.00 - X 136 0 136 11 +12.23 (LT) 2 Roadway -Y2RPB- 11+27.41 - X 1823 0 1823 13+31.69 (LT) 3A Base Ditch, 18" Outfall -FLYOVER- 21+76.69 X 811 2501 3312 Pipe, Greenway 22+09.83 (RT) 3A Bridge -FLYOVER- 21+41.29 X 2711 87 2798 21+76.69 (RT) 3B Roadway, Sanitary -L- 49+22.20 - X 4704 1603 6307 1282 734 2016 Gravity Sewer 53+72.74 (LT) 4 2@ 11'x7' RCBC -Y1- 14+92.51 - X 3321 803 4124 15+46.70 (LT) TOTAL: 13506 4994 18500 1282 734 2016 Notes: 1. Site 1 replaces an existing stormwater discharge point with a new outfall pipe 2. Site 3B includes impacts due to the fill slope of the proposed Roadway (-L-), existing stormdrain pipe removal, proposed stormdrain pipe, access for existing bridge removal, proposed bridge bent, proposed sanitary sewer and proposed water line � 0 N \ � N � O � � � M O N GRAPHIC SCALES DESIGII � DA TA PR OJECT LEI�GTH Ki m I e>> H o r n �DRA ULICS E1VGIIVEER PLA11lS PREPARED FOR y AADT 2016 = 58,083 THE 11lCDOT BY: °Zo,S NC LICENSE pF-0102 5 0 /1 /" O � O � 0 o P O BOX 33068 L� PHONEH9N06]1-2 OOOLINA 21636 0� (a� O� y�� n AADT 2036 = 70,416 LENGTH ROADWAY TIP PROJECT B-5121 /6-5317 = 0.786 MILES �� 'N °�, �� 0 K = � O% 2012 STANDARD SPECIFICATIONS �@ oQo PLANS D = 55% LENGTH STRUCTURE TIP PROJECT B-5121 /B-5317 = 0.026 MILES JEFFREY W. MOORE, n.E. P.E. � � �* PROJECT ENGINEER SIGNATURE: a � 50 25 0 50 100 T _ 5/o RIGHT OF WAY DATE: ROADWAY DESIG11t E111GI11lEER � Q V — 40 MPH TOTAL LENGTH TIP PROJECT B-5121 /B-5317 = 0.812 MILES ]U11tE 30, 2015 J. JASON PACE, P.E. `�� o Q Q� � o0 P R O F I L E ( H O R I Z O N T A L) C L A S S I F I C A T I O N: PROJECT DESIGN ENGINEER ��� p�� 10 5 0 10 2p URBAN ARTERIAL LETTIIIIG DATE: REI�IA PATEL, P.E. * �% TTST 4% D UAL JU11lE 21, 2016 PROJECT ENGINEER PROFILE (VERTICAL) STATEWIDE TIER NCDOT ROADWAY DESIGN P.E. ENGINEERING COORDINATION SECTION SIGNATURE: J BOU11lDARIES AND PROPERTY.• State Line ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin EO Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary EQB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil r� ' '�'��; Potential Contamination Area: Soil �� �?� ,� , Known Contamination Area: Water - ���'�� ��'� Potential Contamination Area: Water 1�?�'i �`?�; Contaminated Site: Known or Potential �' ? BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � We I I w° Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �_ _ _ _ � Jurisdictional Stream �S — Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow �--- --- Disappearing Stream --- --- Spring O�-��-�_---� Wetland � Proposed Lateral, Tail, Head Ditch � Ft0{y False Sump � '���.,� �` ������ �l_�' �����1; l��c�_� �'�1����,,�!����� ����������(�� ��I�° �I������� �T'�� �v� Note: 1�ot to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION O MILEPOST 35 0 SW�TCH ���� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 . W . W �� 0 � W in� l�► '`�' ��I ,�c �, �A� E E TDE PDE DUE PUE TUE AUE � Orchard V i n eya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) — TELEPHONE: Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol $ Pavement Removal gg� I�EGETATION.• Single Tree Single Shrub � � Hedge Woods Line � � � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard CONC � CONC y��y � CONC HW �--------� � CB O s -�- � O a � HH WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS 6(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) S S Force d Main Line L O S D( S. U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information � A/G Water - -T�- - - TV - - - -TV FO- - - - -TV FO- TV FO - —G— — -�- A/G Gas OO O 55 A/G Sanitary Sewer - - - -FSS- - - - - -FSS- - FSS • � � ❑s - 7UTL - 0 UST 0 � 0 AATU R E.O.I. GROUNND � � � O N \ � N \ O GROUNND — — — GROUNND � � � /' -6" I ?i /4' 2' GU�. RAIL 6' 6' -6" R/ OR R2 0.02 2� �� C'� s� cr inx iiAnire^ ini 7� TH� LINE ��� C5 0.02 �-�- CAPITA� B�VD (US-70/US-401/NC-50) ��� �U� 2' /4' 2' Rl An� r /2" � 0.02 0.02_ � -�� - �� - 6„ 6„ r r Jl SEE NOTE l GR� EE NOTE53I �NE — TYPICAL SECTION NO. 1 —L — ST A l0 �2/000 T 0 ST A 2/ f39o4/ �BEGIN BRIDGE� —L — ST A 22 f74o4/ (END BRIDGE> T 0 ST A 49 fllo45 NorEs: l. PLACE ABC lN MEDIAN FROM —L — ST A l0 f2/,00 T 0 l0 +57.76 AND FROM —L — ST A ll +33,33 T 0/2 +25a25 2e MATCH LINE TO TYPICAL SECTION N0, ll lRT SIDEJ ALONG —Y3— 3e REMOVE EXISTING CONCRETE PAVEMENT TO EXISTING SUBGRADE EXCEPT VyHERE NOTED 4a ALL DRIVEVyAYS9 UP TO THE RADIUS POlNT9 SHALL BE CONSTRUCTED VylrH THE FULL—DEPTH PAVEMENT DESIGN OF T HE lN rERSECT lNG ROADW AYe TYPICAL SECTION NO. lA —L — ST A 42 +3506/ T 0 ST A 47 f14o03 (LT ) 6" VARIES I VARIES 8' W/GR �' TO 2'-6" TO l3'-2" l7'-l0" TEMPORARY 2' � PAVEMENr FDPS C3 C/ 2.y 0.08 i� 21 8�2 �; T �-DETSB- CAPITA� B�VD i (US-70/US-401/NC-50) 'ARIES I 0' TO Q g _q� �u z J v � � C/ 0.02 � _0.02 �0%2° rsEE NorE� E2 Dl D3 E5 D3 E5 GRADE T 0 T Hl5 LINE TYPICAL SECTION NO. 1 C —DET SB — STA /2 -f-73o74 T 0 ST A l5 �06e63 (LT ) —DET SB — ST A l5 +95074 T 0 ST A/9 +77a09 (LT ) —DET SB — ST A 2/ -f-60°05 T 0 ST A 27 +06a88 (LT ) NOT E: CONST RUCT —L — LINE UP T 0, BUT NOT INCLUDING, T HE FINAL LAYER OF SURFACE COURSE. THE FINAL LAYER 11.5" S9.5CJ WILL BE CONSTRUCTED AS SHOWN ON TYPICAL SECTION N0. l. 2' _ /4' GU�,y� DRAIL 6'-6" 6' R/ OR C'� 0.02 r� cs �, _6� 8' 2' 4' m FDPS 6' y�/ GR z Rl � C5 OR � R2 0.02 _0.02 \� /2" 6„ E5 D3 r GRADE TO THIS LINE GROUNDG 2� ` '� — _ �RouNNo 2� 2,•i — — TYPICAL SECTION NO. 1B —L — ST A l5 f18o23 T 0 ST A 2/ +3904/ (BEGIN BRIDGE) (RT ) —L — ST A 22 +7404/ (END BRIDGE) T 0 27 +04030 (RT ) TH� LINE ,,, . ., . , . � . �,-. , r,. � GROUNND TYPICAL SECTION NO. 1D —L — STA 29 +95002 T 0 ST A 35 flSo34 (RT � —L — ST A 39 +25a17 T 0 ST A 4/ +5/075 (RT ) ■ im e >> orn CO2015 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 RIGHT-OF-WAY REV. CONST. REV. C� C2 C3 C4 C5 C6 D/ D2 D3 � E/ E2 E3 E4 E5 E6 E7 J/ J2 J3 L Ni N2 R/ R2 R3 R4 S T U V II PROJECT REFERENCE NO B-5/2/ / B-53/7 ROADWAY DESIGN ENGINEER SHEET NO. 2A—/ PAVEMENT DESIGN ENGINEER �ll���������� ����� �� ��� ur�� �,� ���N��,���c�ra��aN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVEMEIV T SCHEDULE fFINAL PAVEMENT DESlGN1 PROPOSED APPROX. l.5" ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C. AT AN AVERAGE RATE OF l68 LBS. PER SQ. YD. PROPOSED APPROX. 2" ASPNALT CONCRETE SURFACE COURSE, TYPE 5958. AT Aly AVERAGE RATE OF 224 LBS. PER SQ. YD. PROPOSED APPROX. 2° ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C. AT QN AVERAGE RATE OF 224 LBS. PER 50. YD. PROPOSED APPROX.3" ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5B. AT AN AVERAGE RATE OF l68 LBS. PER S0. YD. lN EACH OF Ty�O LAYERS. PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C. AT AN AVERAGE RATE OF !68 LBS. PER 50. YD. lN EACH OF TyyO LAYERS. PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE S9.58. AT AN AVERAGE RATE OF ll2 LBS. PER S0. YD. PER l" DEPTH. TO BE PLACED �N LAYERS NOT TO EXCEED 2" IN DEPTH. PROPOSED APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE.TYPE Il9.00. AT AN AVERAGE RATE OF 285 L85. PER SQ. YD. PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE 119.08. AT AN QVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE ll9.00, AT AN QVERAGE RATE OF 456 LBS. PER S0. YD. PROPOSED VAR. DEPTH ASPHALT CONCRETE INTER�EDIATE COURSE, TYPE ll9.OB, AT AN QVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH TO BE PLACED lN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" lN DEPTH. PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE.TYPE 825.OB. AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED APPROX. 4" ASPNALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED APPROX. 4.5° ASPHALT CONCRETE BASE COURSE.TYPE 825.08. AT AN QVERAGE RATE OF 5/3 LBS. PER SQ. YD. PROPOSED APPROX. 5" ASPHALT CONCRETE BASE COURSE.TYPE B25.08, AT Aly AVERAGE RATE OF 570 LBS. PER SQ. YD. PROPOSED APPROX. 5" ASPHALT CONCRETE BASE COURSE.TYPE 825.00. AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. PROPOSED APPROX. 5.5" ASPHALT CONCRETE BASE COURSE,TYPE 825.08, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.08, AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH TO BE PLACED �N LAYERS NOT LESS THAIy 3" OR GREATER TH,4N 5.5" lN DEPTH. PROPOSED 4"AGGREGATE BASE COURSE PROPOSED 6"AGGREGATE BASE COURSE PROPOSED 2" SELECT GRAIyULAR MATERIAL CLASS N SUBGRADE STABILIZATION GEOTEXTILE FOR PAVEiUENT STABILIZATION GEOTEXTILE FOR SOIL STABILIZATION PROPOSED 2'-6"CONCRETE CURB & GUTTER SPECIAL 2'-6" CURB & GUTTER. SEE SHEET 2C-6 PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED—lN1 PROPOSED 8" X l8" CONCRETE CURB PROPOSED 4" CONCRETE SIDEWALK EARTH �ATERIAL EXISTIIyG PAVEMENT MILLING EXISTING PAVEMENT WEDGING DETAIL FOR RESURFACING PAVEMENT EDGE SLOPES ARE l:l UNLESS OTHERVyISE lHDICATED � O N � � N \ O 2,� 2,� /6' Rl OR C OA2 Rl OR OA2 6' r -SBL- ir � C5 � DA2 ir Rl OR � -L- CAPITAL BLVD (US-q01) /AR/ES /8' TO 22.37' VAR/ES l� TO 18.37' OA2 I OA2 -N B L- ir R�l OR R2 ir I /�� 6. 6. �/Z I D E5 T T D3 GRAD SEE HOTEI ���E TYPICAL SECTION NO. 2 -NBL - ST A l0 +00.00 T 0 ST A/3 +92.47 -SBL - ST A l0 +00.00 T 0 ST A/3 +94.25 NOTE: REMOVE EX/STING CONCRETE PAVEMENT TO EXISTING SUBGRADE EXCEPT y�IHERE NOTED � -YI- PEACE ST V � V GJ -G ��' 'E NOTE 3 SEE HOTE 3 U U OA2 � GRADE TO TH/S L/HE �MITLL NOTCH TO KEY-lN S9.5B FROti1 -Yl- STA l2+15.00 TYP I CAL S E CTI O N N O. 3 T 0 ST A l2 +90.00 A1�1 D ST A 22 +22.00 T 0 ST A 22 +97.00 2. COI yST RUCT l0' SIDEW ALK FROM BACK OF CURB -Yl - ST A l2 f15.00 T 0 ST A 22 +97.�0 FROtiI -Yl- STA 20+53.06 TO STA 22+30.92 lRT1 3. SAWCUT PAVEMENT l' tillNltilUM FOR REMOVAL OF EXISTING CURB AND GUTTER IAPPLIES TO ENTIRE PROJECTJ E ro rH�s uNE TYPICAL SECTION NO. 3A -Yl - ST A/2 +15.00 T 0 ST A/4+67e43 (LT l -Yl - STA /2 +15.00 T 0 ST A /4+09.2/ �RT � yAl4/ES a ro 23•-r C� -YI- PEACE ST ir OA2 0' TO /5' U _ _ EX/ST _ _ _ OA2 - - - - - - - - - � SEE HOTE 3 _ ir Rl OR r r a- 6'-6' i 6' /6' l4'-6' SEE NOTE 2 �� C4 � Rl OR R2 2� OA2 �� 2,� ��/2 � 6• � C2 2•a � z� 7' GRADE TO TH/S UI yE � TYPICAL SECTION NO. 3B T EMPORARY W IDEN/NG -Yl - ST A/2 +39.84 T 0 ST A l5 +78.55 l RT ) '-6' GX��b� � - - 2� �� -- - ��ii i �inT/�u � - - - - � - - - - ■ im e >> orn CO2015 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 RIGHT-OF-WAY REV. CONST. REV. �r2•oR� ---�- PROF/LE KEY -IN DET A/L �- - - - - - - - -� - - - - - - - - - - � f�J �ED�GIHG nETAIL FOR RESURFACI�IG D2 OR D� C4 OR C5 6' r-- E-MD --� ��.- �r � GRADE �0 N� E�4 OR E5 �lD =�IACh►lHE D/RECT�OI y TH/5 L/ E USE DET AlL FOR PA►/EMENT ST ABILIZAT lON lTH CURB D GUTTER SECTlO AS FOLL S: (THESE LOCATIONS TO BE l VESTIGATED DURI G CO STRUCTlO 1 -L - STA /9+25.00 TO 2/+39.4/ fLTI ISEE TYP. SECT. N0. lJ -L - STA 23+25.00 TO 30+00.00 fLT� fSEE TYP. SECT. N0. 11 -FLYOVER- STA /8f25.00 TO 19+I9.50 fSEE TYP. SECT. N0.7) -FLYOVER- STA 21+76.69 TO 23+25.00 fSEE TYP.SECT.N0.71 DET A/L FOR PAyE�EHT ST AB/L/ZAT lOH - 6• 7 r�- � -�I I�- i� O O O O � GRADE �0 L N2 El OR E5 TH�S L/ E USE DET A/L FOR SUBGRADE ST AB/L/ZAT lON lTH CURB D �UTTER SECTlO AS FOLLO S: ITHESE LOCATIONS TO BE I VESTIGATED DUR/ G CO STRUCT/ON1 -L- STA 32+46.00 TO 4/+6/.00 ILTI fSEE TYP. SECT. N0. Il -Y5 - STA 10+2/.00 TO ll+10.00 fSEE TYP. SECT. N0. l3� -Y5 - STA 12+9/.00 TO 13+5/.00 fSEE TYP. SECT. N0. l31 -Y6 - ST A/5 +21.00 TO l9 f60.00 f SEE TYP, SECT. N0. l4J -DR2- STA 10+25.00 TO 11+45.00 lSEE TYP. SECT. N0. l21 nET A/L FOR SUBGRADE ST AB/L/ZAT /ON OR D3 C4 OR C5 6' 1 IE � - �� � - - - -� � l' OR 3' �r UNDERCUT �SEE CROSS sEcr�oNs� -L- STA 20+35.00 TO 2/f18.00 (LT) (SEE TYP.SECT.lyO.l) -L- STA 23+23.00 TO 24+90.00 fLTI fSEE TYP. SECT. N0. 11 -L- STA 32+46.00 TO 4/+6/.00 fLTI fSEE TYP. SECT. NO.I� -Y5 - STA 10+2/.00 TO ll +10.00 ISEE TYP. SECT. N0. l31 -Y5 - STA /2 f9/.00 TO 13+5/.00 fSEE TYP. SECT. N0. l31 -Y6- STA /5 f2/.00 TO 19f60.00 fSEE TYP. SECT.1y0. l41 -DR2- ST A 10+25.00 T 0 I1+45.00 fSEE TYP. SECT. N0. l21 DETAIL FOR UNnERCUT EXCAyAT/0l� PROJECT REFERENCE NO B-5/2/ / B-53/7 ROADWAY DESIGN ENGINEER SHEET NO. 2A-2 PAVEMENT DESIGN ENGINEER ���������� ����� �9� NQ➢`J[ �i�]E JF�f➢ C�N�'J['�8U�7CI��N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVE ENT SCHEDULE lFllyAL PAVE�IENT DESIGNJ G'� /5' S95C C2 r ss5e C3 r ss5c G'L� 3` S95B �; 5 3` S95C �,'6 VAR. DEPTH S95B Dl 25• „9.00 D2 4` ll9AB n3 � „9.� � V�. DEPTH ll9AB EI ¢ B25AB E2 ¢ 825.� E3 45' B25AB E4 5' B25AB E5 5•B25AC E6 55' B25AB ET V�. DEPTH B25AB J� 4`AGGREGATE BASE COURSE J2 6'AGGREGATE BASE COURSE J3 SELECT GR,41yULAR �IATER/AL L CLASS N SUBGRADE STABILIZATION N� GEOTEXTILE FOR PAyEMENT STAB/L/ZATIOIy N2 GEOTEXTILE FOR SOIL STABIUZAT/ON R� 2'-6'CONCRETE CURB & GUTTER R2 SPECIAL 2'-6' CURB & GUTTER, SEE SHEET 2C-6 R3 5'�IONOLITHIC CONCRETE ISLAIyD fKEYED-INJ R4 � X /8' CONCRETE CURB S 4` CONCRETE SIDEy�ALK T EARTH �IATER/AL U EXISTlNG PAyE�IENT V �IILLING EXISTING PAyE�IENT �/ y�EDGING PA►/E�IEIyT EDGE SLOPES ARE lsl UIyLESS OTHERy�ISE INDICATED v 1 O N \ � N \ O v 1 O N \ � N \ O v 1 O N \ � N \ O v 1 O N \ � N \ O v 1 O N \ � N \ O N Z O W � 3 � I n J �� �3 I o� _ J W C ��3 � �� I QZ� a`� w �u ^�� J d w p aao �w w ��i Zp mw� �N N O> > V�� N N �jj ZZ Z 00 Q NN N W W � ��� ��� i i i ��� �� � �� � � W cn � . ,o� � � � _� OWAKE COUNTY DB 12835 - PG 2740 BM 1960 - PG 241 OED. CHARITABLE DVLPMTS PROJ. INC DB 7559 - PG 768 OARCHIE LINWOOD KING SUCCESSOR TRUSTEE DB 5369 PG 54� BM 1947 PG 73 �$ MCC OUTDOOR LLC DB 11239 - PG 2535 /Q MORRIS COMMUNICATIONS CORP DB 3521- PG 669 DB 13727 - PG 2236 // MARGIE MARIE FULLER DB 10559 - PG 1762 /2 MCKNITT & ASSOCIATES LLC DB 8614 - PG 460 DB 2008 - PG 180 /,j CITY OF RALEIGH DB 12531- PG 472 BM 2007 - PG 117 BM 1959 - PG I16 /4 STATE OF NORTH CAROLINA BM 2008 - PG 180 /6 622 CAPITAL LLC DB 14601- DB i647 OO � _ � � + rsEE SHEET 8� _ , , - _ ��,� � ���;��.����� MAlCy��NE -y�_ sr -Y5 STA 12 �� _ � BETA�, - A/7f MATCHLINE -_�- - - W, �� �, � �i TiE p��' �i��� �, , 00 � NAp g3,/ SRS 2007 ■ im e >>> orn CO2015 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 PROJECT REFERENCE NO. B -5/2/ / B -53/7 RrW SHEET NO. 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