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HomeMy WebLinkAbout20170898 Ver 1_Permit Application for I-5506 Wake County_20170721STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR July 21, 2017 U. S. Army Corps of Engineers Raleigh Regulatory Field Ofiice 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. Eric Alsmeyer NCDOT Division 5 Project Coordinator JAMES H. TROGDON, III SECRETARY SUBJECT: Application for Section 404 General Permit No. 198200031 and Section 401 General Water Quality Certification, and Neuse River Riparian Buffer Authorization for the proposed I-40 and Aviation Parkway (SR 1002) Interchange Modiiication, Wake County, Federal Aid Project No. NHPP-040- 7(154)284, WBS Element 43608.1.1, TIP Project No. I-5506. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to modify Interstate 40 (I- 40) interchange at Aviation Parkway (SR 1002). The modification involves adding a loop style off ramp from I-40 westbound to Aviation Parkway, realigning the on ramp from Aviation Parkway to I-40 westbound to make space for purposed loop, and construction an aw�iliary lane connecting the westbound on ramp from Aviation Parkway to the westbound off ramp to Airport Boulevard. Please fnd enclosed the Pre-Construction Notification (PCN) form, stormwater management plan, permit drawings, Jeffrey's Warehouse Mitigation Site debit letter, and roadway design plans for the above referenced project. A Categorical Exclusion (CE) was completed for this project on August 30, 2016, and distributed shortly thereafter. Additional copies are available at the NCDOT website: https://connect.ncdot.gov/resources/Environmental/ Regulatory Approvals Section 404 Permit: All aspects of this project are being processed by the Federal Highway Administration as a Categorical Exclusion (CE) in accordance with 23 CFR 771.115(b). The NCDOT requests that the project be authorized by a General Pernut 198200031 for interchange improvements. MailingAddress: Telephone.• (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 1020 BIRCH RIDGE DRIVE ENVIRONMENTAL ANALYSIS UNIT Custamer Service: 1-877-368-4968 RALEIGH, NC 27610 1598 MAIL SERVICE CENTER RALEIGH, NC 27699-1598 Website: www.ncdot.gov Section 401 Permit: We anticipate 401 General Certification number 4088 and a Neuse Riparian Buffer Authorization will apply to this project. NCDOT is requesting written concurrence from the North Carolina Department of Environmental Quality, Division of Water Resources. If you have any questions or need additional information, please contact Deanna Riffey at either driffey@ncdot.gov or (919) 707-6151. Sincerely, ��� �o'� Philip S. Harris III, P.E., C.P.M., Unit Head Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List ���,,N�,���� Office Use Only: i � � � Corps action ID no. � � , i , � � � DWQ project no. �' ; Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 198200031 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Interchange modification of I-40 an SR 1002 (Aviation Parkway) 2b. County: Wake 2c. Nearest municipality / town: Raleigh 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state I-5506 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) 707-6151 3g. Fax no.: (919) 212-5785 3h. Email address: driffey@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: 35.850288 Longitude: - 78.798494 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 0.84 miles 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Brier Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C; NSW 2c. River basin: Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Land use within the vicinity is forest habitat and and commercial development. 3b. List the total estimated acreage of all existing wetlands on the property: 1.43 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,828 linear feet 3d. Explain the purpose of the proposed project: The purpose of this project is to improve congestion, level of service, and traffic flow at the existing interchange of I-40 and SR 1002 (Aviation Parkway) 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves adding a loop style off ramp from I-40 westbound to Aviation Parkway, realigning the on ramp from Aviation Parkway to I-40 westbound to make space for the proposed loop, and construction an auxiliary lane connecting the westbound on ramp from Aviation Parkway to the westbound off ramp to Airport Boulevard. Also, the proposed project includes the replacement of the existing bridge over I-40. 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 fo�r this property / � Yes ❑ No ❑ Unknown project (including all prior phases) in the past. Comments: 4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Phil May and Joe Sullivan Other: Carolina Ecosytem 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. January 18, 2015; No documentation received. 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 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. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem ora T Site 3� P❑ T Fill Tidal Freshwater Marsh a YNo O pWQ <0.01 Site 4A � P❑ T Fill Bottomland Hardwood Fore 0 YNo � pWQ <0.01 Mechanized � Yes � Corps Site 4A � P❑ T Clearing Bottomland Hardwood Fore � No � pWQ 0.02 Site 4B � P � T Fill Bottomland Hardwood Fore � YNo � pWQ 0.01 Site 4B � P❑ T Excavation Bottomland Hardwood Fore � YNo � pWQ <0.01 Mechanized � Yes � Corps Site 4B � P � T Clearing Bottomland Hardwood Fore � No � pWQ <0.01 Mechanized � Yes � Corps Site 4C � P❑ T Clearing Bottomland Hardwood Fore � No � pWQ <0.01 Site 6❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 7❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 8❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.05 ac Perm 0.00 ac Temp 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 intermittent (Corps - 404, width Temporary (T) (INT)? 10 (feet) DWQ — non- 404, other) Site 1� P❑ T Bank UT to Crabtree Creek � PER � Corps 4 17 Stabilization � INT ❑ DWQ Site 1❑ P� T Bank UT to Crabtree Creek � PER � Corps 4 12 Stabilization � INT ❑ DWQ Site 2� P❑ T Fill UT Brier Creek ❑ PER � Corps 5 90 � INT ❑ DWQ Site 4B � P❑ T RCBC UT Brier Creek � PER � Corps 12 45 ❑ INT ❑ DWQ Site 4B ❑ P� T RCBC UT Brier Creek � PER � Corps 12 14 ❑ INT ❑ DWQ Site 5A � P❑ T 48"CMP UT Brier Creek � PER � Corps 12 16 ❑ INT ❑ DWQ Site 5A � P � T Bank UT Brier Creek � PER � Corps 12 28 Stabilization ❑ INT ❑ DWQ Site 5A ❑ P� T Bank UT Brier Creek � PER � Corps 12 10 Stabilization ❑ INT ❑ DWQ Site 5B � P❑ T Fill UT Brier Creek ❑ PER � Corps 2 45 � INT ❑ DWQ Site 5B ❑ P� T Fill UT Brier Creek ❑ PER � Corps 2 30 � INT ❑ DWQ Site 56 ❑ P� T Rip Rap UT Brier Creek ❑ PER � Corps 2 10 � INT ❑ DWQ Site 6� P❑ T Bank UT Brier Creek ❑ PER � Corps 3 15 Stabilization � INT ❑ DWQ Site 6❑ P� T Bank UT Brier Creek ❑ PER � Corps 3 10 Stabilization � INT ❑ DWQ Site 7❑ P� T RCP UT to Crabtree Creek � PER � Corps 3 5 10 � INT ❑ DWQ 3h. Total stream and tributary impacts 256 ft Perm 96 ft Temp 3i. Comments: After site vist in January of 2015 USACE did not require mitigation for stream (SA) at Site 56. 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 ora T re uired? B1 � P❑ T RCP UT to Crabtree ❑� Nos 1,069 720 Creek B2 � P❑ T Fill UT to Brier � No 6,380 5,499 Creek B3 � P❑ T RCBC UT to Brier ❑ Yes 2 993 1,217 Creek � No B4 � P❑ T CMP UT to Brier � NoS 4,150 418 Creek B5 � P❑ T RCP UT to Brier ❑� Nos 1,422 597 Creek B6 � P❑ T RCP UTto Crabtree ❑� Nos 1,778 1,139 Creek 6h. Total buffer impacts 17,792 9,590 6i. Comments: Wetlands in buffers at Site 3: Zone1 = 747ftz and Zone 2= 242 ft2 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Roadway footprint has been constricted at the beginning of the project to reduce impacts to the 4F property, ditch bases were widened to reduce velocities, and curb and gutter drainage will be treated in media filter basins. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Design Standards in Sensitive Watersheds will be employed as well as usage of 2:1 slopes within the project. 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: 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 Jeffrey's Warehouse Mitigation Site Debit Ledger. After site vist in January of 2015 USACE did not require mitigation for stream (SA) at Site 5B. Mitigation is for 151 linear feet of permanent stream impacts. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. � Yes ❑ No Comments: 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 N/A 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 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impacts resulting from improvement to I-40, this project will neither influence nearby land uses nor stimulate growth. A Community Impact Assessment was completed in July 2015 and did not trigger a Transportation Impact Causing Activity. No further study was initiated.. 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 11 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes � No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? � Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS county list and NCNHP database along with field surveys. Habitat was not found in the study area for federally listed dwarf wedgmussel. Habitat for Michaux's sumac and red- cockaded woodpecker was found within the study area and a survey was last done on May 19, 2017. No Michaux's sumac or RCW were located. Biological conclusions for all three species is No Effect. Northern long-eared bat has been added to the species list for Wake County. A programmatic biological opinion (PBO) has been issued for the species. The PBO covers projects in Divisions 1-8. The programmatic determination for NLEB for this project is "May Affect, Likely to Adversely AffecY'. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps Digitally signed by Colin Mellor C o I i n M e I I o r DN: cn=Colin Mellor, o=NCDOT, ou=NES, email=cmellor@ncdot.gov,c=US � 21, 2�17 �o�Philip S. Harris III, P.E., C.P.M. Date:2017.07.21 73:09:19-04�00� J y Applicant/AgenYs Printed Name Date Applicant/AgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant is provided.) 12 Jeffrey's Warehouse Mitigation Site ONEID 096-003 The Jeffrey's Warehouse Mitigation Site is located in Wayne County within the USGS hydrologic unit 03020201 of the Neuse River. NCDOT acquired the 93.16 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-1030AA. Monitoring requirements were perforn7ed from 2007 to 2011 and the site was closed out in 2012. 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 2-6 indicate all mitigation debits that have occurred per regulatory agency approval. In order to offset unavoidable impacts affiliated with TIP I-5506, the Jeffery's Warehouse Mitigation Site will be debited 151 linear feet of Stream Restoiation. Debits are shown below. Table 1. Mitigation Quantities Approved Mitigation Type 3020201 3020201 3020201 3020201 3020201 Debit Amount on Riparian Wetland estoration iparian Wetland reservation iparian Wetland estoration tream Restoration uffer Restoration Starting Amount 16.23 Notes 12.36 3.66 3731 I 316507I � Table 2. Mitigation Debits — Non Riparian Wetlands Mitigation Type Debit Status Site TIP Action ID# Notes Amount Non Riparian Restoration Non Riparian Restoration 2.76 Close R-2719A IOut 0.92 Close B-4304 Out 2008-02460 2004-20510 Non Riparian 1.96 Close R-2814A&B 2008-01316 Restoration Out Table 3. Mitigation Debits — Riparian Wetland Preservation Mitigation Type Debit Amount Status Site TIP Action ID# Riparian Wetland 3.05 Close Out R- 2008-01316 Preservation 2814A&B Riparian Wetland 8.61 Close Out R-2554A 2008-00252 Preservation Table 4. Mitigation Debits — Riparian Wetland Restoration Mitigation Type Debit Amount Status Site TIP Action ID# IRiparian Wetland 2.49 Close R- 2008-01316 Restoration Out 2814A&B Riparian Wetland 0.21 Close R-2554A Restoration Out Riparian Wetland 0.22'Close B-4659 IRestoration Out IRiparian Wetland 0.15 Close I-33186B �Proposed Debit Restoration Out Table 5. Mitigation Debits — Stream Restoration Debit Mitigation Type Status Amount Stream Restoration 452 Close Out Stream Restoration 61 Close Out I�Stream Restoration 25 Close Out Stream Restoration 279 Close Out Stream Restoration 174 Close Out Stream Restoration 20 Close Out Stream Restoration 151 Close Out Site TIP Action ID# B-3528 2008-00153 226ft@2:1 U-4011 2005-20914 U-3344A �2003-20445 E B-4993 12011-00602 R-3825a 12011-01695 I-5311/I- 5338 I-5506 2013-00068 Notes Notes Notes Table 6. Mitigation Debits —Non-Ripaiian Wetland Restoration Mitigation Type Debit Amount Status Site TIP Buffer Restoration I 38648 Close Out�B-4300 Buffer Restoration� 161453 Close Out�R-2719A Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration 3653!Close OutlB-4304 163981CIose Out1B-4592 244581CIose OutIU-4703 45558 iClose Out IU-3344A 11393 �Close Out�Div Proj. SR 1340 2199�CIose Out�DIV Proj SR1204 3861 jClose Out �I-5311/15338 Action ID# � Notes 004-20705 008-02460 004-20510 008-02056 005-20126 003-20445 010-00420 o action ID due to a non- �porting NWP14 013-00068 � �j�f ��,� t�.w. North Carolina Department of Transportation 5t[)l'►I]4VdK�`�' Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN •�---• (Version 2.q4; Released November 2015) FOR NCDOT PROJECTS WBS Element: 43608.1.1 TIP No.: I-5506 County�ies): Wake Page 1 of 5 General Project Information WBS Element: 43608.1.1 TIP Number: I-5506 Project Type: Roadway Widenin Date: 4/18/2016 NCDOT Contact: Craig Lee, PE Contractor I Designer: Wetherill Engineering / Anne D. Gamber, PE, CFM Address: 1020 Birch Ridge Road Address: 1223 Jones Franklin Road Raleigh, NC 27610 Raeigh, NC 27606 P hone: 919-707-6700 P hone: 919-851-8077 Email: c'lee ncdot. ov Email: a amber wetherillen .com Cit ITown: N/A Count ies : Wake River Basin s: Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Length Iin. miles or feet : 0.848 miles Surroundin Land Use: Airport / Industrustrial Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 36.3 ac. 33.4 ac. Typical Cross Section Description: -L- Typical Section: 4 lane shoulder section (2 lanes each direction); -Y- 10 lane divided -L- Typical Section: 4 lane devided C&G section (2 lanes each direction); -Y- 10 lane highway (5 lanes each direction); -Y- lines C&G entrances to industrial devleopments divided highway (5 lanes each direction) additional acceleration lane ;-Y- lines C&G entrances to industrial devleopments Annual Avg Daily Traffic (veh/hr/day): Design/Future: 37600 Year: 2040 Existin : 28555 Year: 2018 General Project Narrative: The North Carolina Department of Transportation proposes to improve the interchange of I-40 and Aviation Parkway near the Raleigh Durham Airport in Wake County. The (Description of Minimization of Water proposed project consist of adding a loop style off ramp from I-40 westbound to Aviation Parkway. Roadway footprint has been constricted to minimize at the beginning of the Quality Impacts) project to reduce impacts to the 4(F) propoerty. At the locations of the luscious green wetlands, ditch bases were widened to ensure velocities will be less than 2.0 fps for the 10 year storm. The curb and gutter will be treated in Media Filter Basins to the maximum extent practicable. Waterbody Information Surface Water Body (1): Brier Creek NCDWR Stream Index No.: 27-33-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: mercury (Hg) turbidity Aquatic T&E Species? Comments: NRTR Stream ID: SD Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) d �j�0i�� ���. North Carolina Department of Trensportation .+� SLa3�'�71'sr`�AQPF Highway Stormwater Program ..7�T�j STORMWATER MANAGEMENT PLAN ` --�: . (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 43608.1.1 TIP No.: I-5506 County ies : Wake Page 2 of 5 Additional Waterbody Information Surface Water Body (2): Crabtree Lake NCDWR Stream Index No.: 27-33- 3.5) NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: PA Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) � �����titi,���. North Carolina Department of Transportation S t c�ri i�sti��et<3r " Highway Stormwater Program �j STORMWATER MANAGEMENT PLAN �'"'•=` ' (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: I-5506 Count ies : Wake Pa e 3 of 5 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Ripra T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 25+70-L- It Wetland PSH Class'B' 0.4 Pipe 15 2.0 No 35.84424 / -78.80238 Additional Comments * Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � �j��l�� ���, North Carolina Department of Transportation `_�GUt'111SVfel���' _ Highway Stormwater Program ,�. � STORMWATER MANAGEMENT PLAN �—�� " (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 43608.1.1 TIP No.: I-5506 Count ies : Wake Pa e 4 of 5 Level Spreaders, Hazardous Spill Basins, and Forebays Level Spreader, Drainage New Built- Station & Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated Sheet No. Road and Non Road Pro'ects Water Bod Basin, or Foreba ? ac ac Re uired / Minimum Treatment Achieved w/ Buffer Rules? 5 -L- 41+10 Lt. (1)Brier Creek Forebay 1.78 1.27 0.1 inches of runoff from NBUA 438.0 cf 1703.0 cf No 35.84956/-78.79948 (tributary) 5 -L- 53+50 Lt. (1)Brier Creek Forebay 5.42 4.59 0.1 inches of runoff from NBUA 1584.0 cf 3936.0 cf No 35.85124/-7879876 (tributary) "Hazardous spill basins are pollution prevention measures desig�ed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance. Additional Comments Required / Minimum Treatment volumes are cubic feet and not square feet - inch. 1 li�;ll�r'ri\-' North Carolina Department of Transportation :it[YY1111.V'iid�!' _ Highway Stormwater Program �'�� _ _: ;f STORMWATER MANAGEMENT PLAN •�—�' (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 43608.1.1 TIP No.: I-5506 Count ies : Wake Pa e 5 of 5 Other Best Management Practices New Built-Upon Precipitation Depth Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated Sheet No. (Road and Non Road Projects) Water Body BMP Type ac ac ac-ft (in) w/ Buffer Rules? 5 -L- Sta 48+83 (It) (1)Brier Creek Filtration Basin 1.8 1.3 0.13 1.29 No 35.85006 / -78.80040 (tributary) 5 -LPB- 14+00 (rt) (1)Brier Creek Filtration Basin 5.4 4.6 0.43 1.18 No 35.85156 / 778.79910 (tributary) Additional Comments Note: Although the drainage area is 0.4 acres greater than suggested, the media filter basin is utilized to provide the maiximum extent of treatment practicable. =r Q 0 � � � 0 � v � � � V � V •� � V � � O �V �,r�": ;'hNrf �-r� ri`il l!)�j�k� i�t j�7r'rf',� �����. Sheet l-E' For �"�onventional Plan _ h,�et Symhols TO DURHAM S`�'��I� ���' �°'����°I�1T� ����������,��� IDI���I`�I��� ��J�' I��l��Il��s�`�'S WAI�E CO U1�TY PERMIT DRAWING SHEET 1 OF 27 LOCATI0111: I-40 AND SR 1002 (AVIATI0111 PARI�WAY) INTERCHA11iGE TYPE OF WORK: GRADIIVG, DRAINAGE, PA VING, SIGNALS CULVERTS A1VD STRUCTURES WETLAND AND SURFACE WATER IMPACTS PERMIT END TIP PROJECT I-5506 STA. 68 + 70.00 -L- SITE 4 � ��� BEGIN CONSTRUCTION -Y- LT. STA. 60+20.72 � h H E TO RDU � SITE 5 SITE 3 (" " _ / � p SITE 2 `� � \\\ 7 \� 8 �% �!��i �; �'Y- (1-40 �' ai� i-I � ..�� _ , \— _ � t1 _"_�' i`r'..'_I_I'__'TOWN OF CARY I I J"""-� //�;� I LIMIIS I �/ ♦.♦ ` /�y� J l �/ �•' ���� ;� BEGIN CONSTRUCTION � _.,_ -Y- RT. STA. 105+00.00 ,' �� -' �� � IN CONSTRUCTION , ' '�,4- �` S I TE � -RPC- STA. 20 �- 00.00 � �� GAT� � T� , END BRIDGE CE �� � �'�v'. -L- STA 52+15.59 g�` i Q ��M°s pqR� BEGIN BRIDGE � � / � -L- STA 49+24.09 � � /` _Y5-CEN� � �GA�EWg�VD /� / BEGIN CONSTRUCTION ;� -LPG STA.16+79.94 ,! BEGW CONSTRUCTION ,� � /BEGIN CONSTRUCTION -Y4- STA. 9+62.00 -YS- STA. 70+00.00 A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF CARY. THIS IS A PARTIAL CONTROLLED ACCESS PROJECT W�TH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. 0 ° � � i c� � -Yl- STA. 74+75.51 END CONSTRUCTION - -Y3- STA. 12+00.00 : : F G�: �E� D BEGIN CONSTRUCTION �. /-RPA- STA. 12+40.00 -�-1- -`_ I -Y- (1_40) SITE 7 � �( IEND CONSTRUCTION -Y- LT. STA. 175+72.32 �_� END CONSTRUCTION \�- . 111+71.40 ��. BEGIN CONSTR NcITE 1 ` �, -RPD- STA. 22+28.71 �. � END CONSTRUCTION GRpBjREE ppRK -SRPD- STA. 71+52.40 END CONSTRUCTIC -Y6- STA. 11+25.00 TO RALE�GH BEGIN TIP PROJECT I-5506 STA.23+90.00 -L- * PROPOSED SIGNALS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � �'repared for tGe North Carolina Deparnnwit gyDRAULICS ENGINEER / of Transportan n m the Office of.� � ETHERILL ADT 2018 = 28,555 � ENGINEEflING 50 25 0 50 100 � o� u�«�rr�� � ADT 2040 = 37,600 LENGTH ROADWAY TIP PROJECT I-5506 = OJ93 MILES �°' „�� �`� /� ����, 2012 ST9NDARD SPECIFlCA770NS /, eY � I �10 PLANS K= 55 % LENGTH STRUCTURE TIP PROJECT I-5506 = 0.055 MILES � \ � RIGHT OF WAY DATE: EDWARD G. WETHERILL�PE r.E. D= 10 % TOTAL LENGTH OF TIP PROJECT ►-5506 - 0.848 MILES rxo�cr ExcnvEER srcxarorz�: �, �, \� 50 25 0 50 100 FEBRUARY 24, 2017 � \) � T = 7 % * ROADWAY DESIGN � � PROFILE (HORIZONTAL) V= 50 MPH LETTING DATE: ��'�� r i BOB A. MAY, PE ENGINEER ���' � 1� ;;, FEBRUARY 20, 2018 rxo�Ecr nssrcN excnveEx `���' ��%' l0 5 0 l0 20 * TTST=2% DUAL=S% ��—v�'�%'��, FUNC CLASS= NCDOT CONTACT.• GARY LOVERING, PE ROADWAY DESfGN: PROJECT ENGlNEER P.E. PROFILE (VERTICAL) "MINOR ARTERIAL" SIGNATURE: i/� �+I I�, � �;,: \�"�a."2 k;� i - � I I i 5 ;�E.S�o I \ �� \ �'"` s' n+ar Re� ' � � � � ���!% / � �. �. � � . , i � � � � �\{ .,{".. � % CN(INE , y,ST ,�,p, S���UN 50 Oq �" . A �...K� �« � �n�4 �M� ��.Ea u«o �� / , �', � � Q _ � } I / , � . . 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SHEET NO. / ' DETAIL U l 5506 7 1 INIET NPICAL � �� P.NI SHEET NO. ` � `\�. ` �-\ _/� j� �'� . (LT TO RT LOOKING DOWNSTREAM) ROADWAY DESIGN HYDRAULICS _ \ ^ �\ � / // / � Not To SCALE TRANSPORTATION PLANNING/OESIGN - BRIGGf/SrRUCTUFE DfSIGN ENGINEER ENGINEER \ za0 � � . 5A , �� \ �. �\���// / �� �/'- NLETING CIVIG/517E OESI6N - GIS/GPS - CONSTRUCTION OBSENATION \ Vor 19' - TIE TO CHANNR TIE TO . / �� �/ TIE TO EXISTING BANN Gi � WINGWUL IOO' O' IOO' RALEIGH-DWRHAM . / .. \ j �—/ � � � \ = )/� I =1N-WALL� _- � AIRPORT AUTHORITY � � J � / , _- � �_'- j / �'�- � � � 7 I � GEOiEX�ILE 1 � �C J I 1I � GRAPHIC SCALE - ��..� � � L � -�� � � � � � .' �� I� � CLASS IIRIPRAP I.0'SILL . . l�. . . / � � _ �� � O . / � �'� � �? � ~ / � � �✓ `� � J VAR 9 Il BARREI) � / CL4SS II RIPRAP �3' (EXIST. CHANNEL) J . . , � � ` � � w.'GEOTEXTILE (TYP,) � I fJ. � v� � � �� l EST TON CLASS II RIPRAP = 56 TONS - 1 � � � \ � I � ` . 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T � � -_ \ / , THE . _ . --- �� � �' �J ' �- -� � ��� _ -'o CqUNTY � . . � OF WAKE � - � �t�� ✓ � _ _ , � � ,� � �. _ � _ , , � � \� � ,� � � �,�, i _ ,,- _- � I� I, /� � � � : � � ��- ' \ �,1 �, � � l I � ' / \ - --- .- , � �; � � - �\ \ �� � � � _ - - � -; � � -� �,��� � , - �` � ) � \ � ✓ � � V � �' � � �� �/ ` �`_; �� , i � � � � , �� � � � j �_ � � , � _- �/ \ \ I =' � \ j �� � �-�i'\ \ � //� � / I��� �_- � / � ,� , �` � - �� ' ' ' " P> - � / �9 � � _ / �, � / / ,; , � �I� DETAIL U INLET TYPICAL (LT TO R7 LOOKING DOWNSTREAM) NOT TO SCALE EXISTING �N�T Vor 19" - TIE TO ilE TO CHANNfL E%ISTING BANK TIE TO WINGWALL� - WINGWALI-- __\�� ��� � GEOTEXTILE 1� � CLAS$ II NIPRP.P , a =��� VAR. 9' �l BAR0.EL� - ClASS II RIPRP.P 17' IEXIST. CHANNEL) �"/'GEOTEXTILE (TYP.) EST TON CL4S5 II 0.1PRAP = 56 TONS EST GEOTEXTIIE = 84 SY ooe = vz cv FROM STA. 66+40 TO STA. 67+20 -Y- LT (:UL�N I � 0F WAK� l� �`� COUNI,TY ���0 F W ��E �� � PROJECT REFERENCE NO. SHEET NO. 1-5506 7-1 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS TRANSPORTATION PLANNING/OESIGN - BRIGGf/SrRUCTUFE DfSIGN ENGINEER ENGINEER CIVIV517E OESI6N - GIS/GPS - CONSTRUCTION OBSENATION 4 0' 0' 4 0' GRAPHIC SCALE l! — . �� �_1. � vf �ti�� PERMIT DRAWING \o�.ti SHEET 10 OF 27 � �DENOTES IMPACTS IN SURFACE WATER �V _ � DENOTES MECHANIZED CLEARING . � DENOTES FILL IN � I WETLAND .. � DENOTES EXCAVATION IN WETLAND ' , � DENOTES TEMPORARY � IMPACTS IN SURFACE WATER \ � I -� ��� I �' -� � l -� �, �� � :�. �`�" `�- �, � � \ SEE DETAIL U ' �FO R I N L-�T D ETAI I� , r � �, -,� I ��I�_� = I���oL �t�= :�; � , ,�'� VIC1 = ��'�C� f�;�� � —�- �', — -�� ;� � �� . , � 9' LATERAL �B� � —. � � %�; DITCH TURNS OUT � / � SEE DETAIL B r �- I �E \ �iE ��------------- _ —��__''_— -------------Tc------ � � � N � � i -�_; r-�� � ��ti � � RETAIN �� \` 3@9'x8' RCBC `� � � � � � � , � _ � �� , S 50� 00' 2603" E � � � Z 0 � DETAIL U INLET TYPICAL (LT TO R7 LOOKING DOWNSTREAM) ` NOT TO SCALE EXISTING �N�T Vor 19" - TIE TO _-1E TO CHANNfL\ E%ISTING BANK TIE TO--- �� � WINGWALL � \\ _ WINGWALI a� �\_— � � GEOTEXTILE �� ��. .. �� !� CLAS$ II NIPRP.P , a =��� VAR. 9' �l BAR0.EL� - � ClASS II RIPRP.P 17' IEXIST. CHANNEL) i �"/'GEOTEXTILE (TYP.) EST TON CL4S5 II 0.1PRAP = 56 TONS EST GEOTEXTIIE = 84 SY O�E = 92 CY EIP \I . / / y / '% / ' �I� �< '� a � � - -��: � 4� � FROM STA. 66+40 TO STA. 67+20 -Y- LT `'� l � ) ,�� �`� COUNI,TY ��,0 F W ���E� � - '' �' ,�, - ry� � � , ;� �� �- _ � ��V -- �� -- �-� - -_�------=— _� - - -- - �� � �_ , - ��-�-,-�,_�� '�✓ _ .�` — — — — — — —T — — — — _ _ _ � \�. -- _ _ _ _ -_ - _ -_ _ _ -- ---- _{- - - _ -- —_— __ __ _- _- -"- _-_= _ _ = c� -__ -- - _--_-----_--- - — --------_- - -- _ _ N __ - � - - - - - - - - ---_- - . _ _ _- _ - - - m - - - - - - - _— -- - - � -� _ - � ,.� _ `'<s " - - \ , - - _ ( - �� � - - - { �:`;i`) .. _ . � - - - �_,+,J �r l� � ��� . �� � _} .—i i , ,� �{ 'J ��`�J - � J`�- - — -�3-� -'�s�� ` � � — , � � PROJECT REFERENCE NO. SHEET NO. 1-5506 7-1 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS TRANSPORTATION PLANNING/OESIGN - BRIGGf/SrRUCTUFE DfSIGN ENGINEER ENGINEER _ . CIVIV517E OESI6N - GIS/GPS - CONSTRUCTION OBSENATION 4 0' 0' 4 0' GRAPHIC SCALE l! �� / , � �,� /...� f��A . g... !� — ��� PERMIT DRAWING ,� ,�� %� � � o�.ti SHEET 11 OF 27 _ �� , � � - - _ _ _ . - __ I � � � DENOTES IMPACTS IN � / SURFACE WATER �� .\j,l � / � DENOTES MECHANIZED y CLEARING . 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ES 1 ��� � I 9�� � Q�� SoP Gaosae ` M�n D= 15 H . — —. \/ �O O -_ (_��,t�� ��`;` \�\� i.- . . . � 1� � ,..�C�1'� i �1L�V' � !-i 6.0 �-- Whei9�x< 60 Bax.2F�,I.5F1. � - , B _ RPA POT Stao l Oa0 - _- min. D 5 e Below � � SPEC�AL CUT Da�CH �+jN�f � � Y� � - —Y — �Q% SfOo l23 �1500� ` _— _ -� J��L, \\.. �'.. \ \� \� ,...-.' I \ j/ � FROM STA 751� 50 TO STA 77+ 50 Y LT Type oi l�ner- CI I RI�Rop . S E E- D ETA� L F �\ � Use M n D 1 5 Ff. FROM STA 12 +-09 TO STA 12 i 59 -RP/ RT ` S�I�V � BASE DIT�H� . . .___ - __ ���,,/� ��y� _ __ FR M T 2+ T - .-. . ' . . - - p 1 E T a 5 A,�z a _ =- - - - --- - - - -- � �� - LI ���Y� IGL / V U - . Ft. _'_ — - _ � � j �" I _ - _ _ _ _ — . _r � - . _ — . � �, ___ __' _ '. _ — � . . _ ' � � _ — — — __ . . ___ _' . �'�._ _ � - - .___ _ _ __ ' _ . � ' . i J � , -- - v - - -- — AI V -- = ------- ��_� �- - � -- — - - -- --_— ---- __ — � �J\, _ . C���/-�t e� ,��--( " ` _ _ ,� � ` -- -- — — — ' --�\ �'"� �=�` � � � , i � �C��r- �1��1_� _ - � -. _ - - - -t �'-,__�_��J�-- Lt ���` � . \\ � �� _ - �' � _ . -- _ -- _ - - - n ` � ' � _ - _ - - _ - - _ - -- - 1��� � _ - - - -- - - � - a , R€AAOVE BROKEN PORT_�ONS_-= _ _ - I , - - — - ��� _ ___i___ - - -�C � �x1�i���s - _ -- _ ��_ _ /�- - , � -- — - , �,�.�,, % _ _ - - _ -_ --- - — -- - -- - � — - - — — � -- - - __ — � - _-_- -_ ___ - - ,_,_ _ - � T r; - - _ - P � - ��. � 7'� _ - - - - - _ __ s.rz � -- _— -� � ��--- _ � , - - - - � ^ ' �`�'-�`s-t��� �`";- _ _ _ _ Of_ EXI�T ��3_t�1� DI�Et��ES _ - C N C- _- - - - - - - - - - , - - - - - - - - - - - - ; - - � - _ - - - - - - -_ - -_ _ -� - _ - -- -�-� - - - - - ------- -- -- - - . � � - - - - - -- - - - a _ - - - P - - - - - _Of�C - - - -- ---- - - - - _ -- � ---- -- - — � � � -- - - - - - - - - � - - — _ _ -- — —rc— — — - - - — �� — — — — _ - — -- — — -- — — P _ — - — — — - -- — - - — � � -- — — - — — — _ n ' � � — _ — — � — — T� � - � � — — - � � — --- --- — — � — �' — — -_ — — ; � — — — - ------------------- J � — — — �� — � — _ , F - C -J C - — — — — - _ �_ — —�� -- , - — _ �� //,�� _ . � — �� � /� � �, // ��� _ \-� - �� —Y — �� - - 7�0 �� �/— _ —� - -,� - �9a � � ��a -- - - �- - - - � --1� I- - - - 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 22+45 -RPD- (LT) BANK STABILIZATION < 0.01 < 0.01 17 12 2 15+53 TO 16+36 -LPB- (RT) ROAD FILL 0.01 90 3 25+39 -RPB- (LT) ROAD FILL < 0.01 4A 64+28 TO 66+10 -Y- (LT) ROAD FILL < 0.01 0.02 4B 66+30 TO 67+65 -Y- (LT) 3@ 9'x8' RCBC 0.01 < 0.01 < 0.01 0.01 < 0.01 45 14 4C 67+95 TO 68+20 -Y- (LT) ROAD FILL < 0.01 5A 81+73 -Y- (LT) 48" CMP < 0.01 16 5A 81+84 -Y- (LT) BANK STABILIZATION < 0.01 < 0.01 28 10 5B 82+85 TO 83+50 -Y- (LT) ROAD FILL < 0.01 < 0.01 45 30 5B 85+00 -Y- (LT) CL I RIP RAP < 0.01 10 6 15+84 -RPC- (RT) BANK STABILIZATION < 0.01 < 0.01 15 10 7 12+58 -RPA- (RT) 24" RCP < 0.01 10 TOTALS*: 0.02 < 0.01 0.03 0.04 0.01 256 96 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 =r � M� � � �,r�": ;'hNrf �-r� ri`il l!)�j�k� i�t j�7r'rf',� �����. Sheet l-E' For �"�onventional Plan _ h,�et Symhols TO DURHAM S`�'��I� ���' �°'����°I�1T� ����������,��� IDI���I`�I��� ��J�' I��l��Il��s�`�'S WAI�E CO U1�TY BUFFER DRAWING SHEET 1 OF 14 LOCATI0111: I-40 AND SR 1002 (AVIATI0111 PARI�WAY) INTERCHA11iGE TYPE OF WORK: GRADIIVG, DRAINAGE, PA VING, SIGNALS CULVERTS A1VD STRUCTURES BUFFER IMPACTS PERMIT END TIP PROJECT I-5506 STA. 68 + 70.00 -L- SITE 3 BEGIN CONSTRUCTION -Y- LT. STA. 60+20.72 � h H E TO RDU SITE 4 � SITE 2 �-�\ � -v . =�1 '� : �: Y- 11-40 ,� � ■:,. _"_�� ,.�?=_ ttI , �— ' i`r'..'__'__'TOWN OFCARYI IJ"""_" 0 ° � � i c� //�;� I LIMIIS I �/ ♦.♦ 41�.;� J ��'� . )/�� � BYGI T. STOAN105�+OOI 00 / \ `�i :�, END DGE ��. - STA 52+15.59 �_y4_ m � � j�y,A' � SITE 5 BEGIN BRIDGE � �'CE�R{ O Toiyti , -L- STA 49+24.09 g�VD� � �� �F � a T M�TS CqRY � i' /�_YS�G � BEGIN CONSTRUCTION �� �Gp1E�g� D -RPC- STA.24+90.00 / ,i i BEGIN CONSTRUCTION ,-� % � -LPG STA.16+79.94 / � / BEGW CONSTRUCTION ,� BEGIN CONSTRUCTION � -Y4- STA. 9+62.00 -YS- STA. 70+80.00 A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF CARY. THIS IS A PARTIAL CONTROLLED ACCESS PROJECT W�TH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. / -Y7- STA. 71+55.00 END CONSTRUCTION - -Y3- STA. 12+00.00 � � 0. GE�SER D BEGIN CONSTRUCTION � �`RPA- STA.12+40.00 SITE 6 `� � `�_ � 1 _t . e�- � - `�'. -Y- lj_40) � � �( IEND CONSTRUCTION -Y- LT. STA. 175+72.32 �_� END CONSTRUCTION \ - . 111+71.40 � �-� BEGIN CONSTR NcITE 1 -RPD- STA. 22+28.71 �, � END CONSTRUCTION GRPBSREE ppRK -SRPD- STA. 71+52.40 END CONSTRUCTIC -Y6- STA. 11+25.00 TO RALE�GH BEGIN TIP PROJECT I-5506 STA.23+90.00 -L- * PROPOSED SIGNALS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � �'repared for tGe North Carolina Deparnnwit gyDRAULICS ENGINEER / of Transportan n m the Office of.� � ETHERILL ADT 2018 = 28,555 � ENGINEEflING 50 25 0 50 100 � o� u�«�rr�� � ADT 2040 = 37,600 LENGTH ROADWAY TIP PROJECT I-5506 = OJ93 MILES �°' „�� �`� /� ����, 2012 ST9NDARD SPECIFlCA770NS /, eY � I �10 PLANS K= 55 % LENGTH STRUCTURE TIP PROJECT I-5506 = 0.055 MILES � \ � RIGHT OF WAY DATE: EDWARD G. WETHERILL�PE r.E. D= 10 % TOTAL LENGTH OF TIP PROJECT ►-5506 - 0.848 MILES rxo�cr ExcnvEER srcxarorz�: �, �, \� 50 25 0 50 100 FEBRUARY 24, 2017 � \) � T = 7 % * ROADWAY DESIGN � � PROFILE (HORIZONTAL) V= 50 MPH LETTING DATE: ��'�� r i BOB A. MAY, PE ENGINEER ���' � 1� ;;, FEBRUARY 20, 2018 rxo�Ecr nssrcN excnveEx `���' ��%' l0 5 0 l0 20 * TTST=2% DUAL=S% ��—v�'�%'��, FUNC CLASS= NCDOT CONTACT.• GARY LOVERING, PE ROADWAY DESfGN: PROJECT ENGlNEER P.E. PROFILE (VERTICAL) "MINOR ARTERIAL" SIGNATURE: �a I LC7I-Ai � \ " I i I I � � PROJECT REFERENCE NO. SHEET NO. / 1 1 \ �j �\ �\ I \ , i-i��'I ' � , /-5506 5-2 � ?t� \� �� I \ I I_ I� � RNJ SHEET NO. I I ��I ROADWAY DESIGN HYDRAULICS �. I Q / TRANSPORTATION PLANNING/OESIGN - BRIGGf/SrRUCTUFE DfSIGN ENGINEER ENGINEER \ \ `^ \ y "��� \\� II ` �8�� "�� � \ �T CIVIV517E OESIGN - 6I5/GPS - CONSTRUCTION OBSENATION �\� \ f N � �� � \ 7�N�c�IJ�[]�]L1E E 1P�,.�N� d ���� � DO vOT Ir9E FOR i�W ACQI'19ITION ( f_`� " � � 1 � F W ���1 � � � � �� I � � � i ���5 ' ; � `�� � ' � � ,i - s = C B/ � � �� � 1 I � „ � 2-G I I � �� �'���i� �� \ V � �F � � �p.0 � � -�, , � � � � � �j �' ' -RPB - SC Stao 23 320/7 '.DNO ES9 AL� ���w�Tu��, ��E,��_� ` � SPECIAL�CK I �B ' ! � � � c� ' ,������i���ii � � � � CUT DIT�1 �� � 1 i,.i i� ��i ��ii�� � � � sEE K, �, � f� �' � �,;� <� � �� —LPB— CS Stoo 16f78o42 BUFFER DRAWING � �— � �� L BA ,�cH � ' ,��-. � � �`�%; ��; �� � ° ' SHEET 4 OF 14 � S____ � � � �,'� ��i ' „ � ��i� i i i i J' � �- � � �� ��'°- �� / � � � � � x ������ ALLOWABLE IMPACTS ZONE 1 s � / 33 '� � s ll�j i !� � �%%��� � i � �O �-f��e�� �� � � � �'� ' ��-i �_„� \ <<,�` /� , � 2G1 � �I ,r � '� J I � --�� ' / � �� i L��j �; � � 2 OF 48 RC ' � �, ' � � - � - , � _ � � `�� � � � � � ALLOWABLE IMPACTS ZONE r*t_ ii�l_ - I � ����� �i ��1�} � , y. � i ��� ,� �/ � ; LATERAL V DITCH � i i � ��-�,� OVE OR F�ILL � �� I� �_i i�� � I � ! SEE DETAIL E � x� � �'� %� � 50' 0' S0' ��_i i l i��#� FL�flWABLE F L'� � O� i� �� / / f i i � I ii��a� it�5u � � GS � � ii � ,: i_i I I r I l LU.d `. 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T �P�RI�WAY �iST �� I � �� _ „ � _ g„��JC ��---- B - �� —�"CIFJt — _ _ _ i;� � t � ' - � - � � ..ON�� _� 9 �i r � � L � 1� � --__---_-----_ __-_ - - �- � / O �o _� __________ �� � — — — --, — — _ - —�_ � � � � � — — — — � I � �� i r� r n r,ii" 1+ � F 1 � � - — — ���� � — - ti Z O � 5A RALEIGH-0LIRHAM AIRPORT AUTHORITY � DETAIL U / WLET TYPICAL �lT TO RT LOOKING DOWNSTREAM) NOT TO SCALE EXISTING / INLEf Vn. 19'- TIE TO TIE TO CHANNEL EXISTING �ANN TIE TO WINGWAIL - �"/INGWALL �\—_ ��� / � GEOTEXrILE 1� F�— Cls�SS II RIPN.4P 1.0' $ILL / VAR. 9' �I BAR0.ELf - CWSS II NIPRAP 13' jEXIST. CHANNEL� w/GEOTE%TILE (i`/P.J EST TON CL455 II RIPRAP = 56 TONS / EST GEOTE%TILE = 84 SY ODE = 9] CV __-_,,.- --------- �-��=�'-__�___�___'= __ —_�ln Jzw-k�" ��,�,�,y_ �✓�,�`t�r',�, t✓�, i�,�i�v ____ —__ „r,�:J,,.�� --__ ' ' 12' FDPS � DAN r 41�9RE rREEWA1�Eb`T _ — �— _---�—_ _ // fROM $TA. 66+4p TO STA. 6]+20 -V- LT / O EiF J.B. WILKINSON & MILDRED BOY� WILKINSON �. i E O COUNTy OF WAKE�-, � PROJECT REFERENCE NO. SHEET NO. 1-5506 7 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS TRANSPORTATION PLANNING/OESIGN - BRIGGf/SrRUCTUFE DfSIGN ENGINEER ENGINEER CIVIG/517E OESI6N - GIS/GPS - CONSTRUCTION OBSENATION 100' 0' 100' � 1TI�i,C(��Il��L.�E' i, �PQ. �N,S DO vOT Ir9E FOR i W ACQI'19ITION GRAPHIC SCALE l! 0� fJ- �`r� - �� = �ti BUFFER DRAWING SHEET 5 OF 14 � ALLOWABLE IMPACTS ZONE 1 ����� ALLOWABLE IMPACTS ZONE 2 - \ �� � ` O i 1 COUNTY � � _ _ � \OF Wd \ ' ` _ � ,� �. �-1��� , '� ,� � a h� � (.� \y SEE1DETAIL�Y\ � _ i�\ \ � y < � � �'1 _ � `-_ `� � r 3 �ti �, � I �yi� i #on iNaer oErn�4 � � �� �'�� � � � i� r' � .� 4 .7� C �.\ /� '1� _y, �� QIC1 - IQ = � �``'� � � , � � �. � , � 0 � ��� � � , ,� �� ; � � ���� � , - . ��� ^ �� _ - =i� �-�,y� � � ���" �-+���� � � � '� X . jjj� DITCH TURNS OU7� � 9' 1ATERAL BASE i � � SEE DE�AIL 6 � ��� .�� _, -r� � i �-�U mr��- �,..r �� �' r b - t' �- �Y� �1 � �.. "�f> � i �� -� �,� s�M � y- �, A� � � VA\ _- ----- F �. .- v _, - -- -- -�-`..r'3� --� --��\ � ,� ��� �\ � ---�------ — --- -'----- — � _ N N .�..n_�.� ._. m � � N . �_�.-y.� -- �_-- —'— ��—'-- +„ \ _ \-F n—�. X — x�� J�--'_�� � 'La'isTivC �,w k —f f,ON'R-TE I-� 'SouTFiEurv eE« En>E MCMIJM�f�IT E E— O AERIAL CENTER REALTY CORP., A NORTH CAROLINA CORPORATION _ \ \ \ � \ / - \ � / �9-'� �� � -i cn\ � � � �s—�— — _ RF"fAIN_ T \ ____ _ 3i:=9'�8' RCBC � — — -- � \ \ � � �JI - � _�---- — .. �—�--- --'--' �_ � — - — � _ _—� � — _----- � \ \ __--__ \ _�__ - _--- \ \ — I' -- r�"-v.-L � _� _ �._ �� _ ,�f�.'�' O THE COUNTY OF WAKE O RALEIGH-DURHAM AIRPORT AUTHORITY 4' LATGRAL BASE DITCH SEE DETAIL B ti�.�—�_ � �. ;,....�., 12' FDPS + � � �_`n� J _ - - - - . � \ T� _x�: x_., x �_�_ - / / --_ - PS�\ 1� :�� 2 ' � \ 4F.. k / �, � / / ,; , � �I� �9 l� �`i. COUNI,TY `�0 F W A�E -� � (:UL�N I � OF WAK� � �� -�, =.� , �,; � � � --- ��-� ----- DETAIL U INLET TYPICAL (LT TO RT LOOKING DOWNSTREAM) NOT TO SULE EXISTING INLET Va� 19'- TIE TO TIE TO �HANNEL EXISTING BANK TIE TO WINGWALL \ - WINGWALL � y � �� __��� � I GEOTEXTILE I � � CLASS II RIPRAP ,.a 5��� VAR. 9' �1 9ARREL� - CLASS n RIIRPP 13' IE%IST. CHANNEL� w'GEOTE%TILE �TYP.I EST TON CL455 II RIPRAP - 56 TONS EST GEOTEXTILE = 84 SV �DE = 92 CV I -� ��� I �' -� � l =� �, ��> :�. �`�" `�- �, � � � SEE DETAIL U �' '��FO R I N L-�T D ETAI I� � �� �,�. � I � � ��b � �\ � RETAIN � 3@9'x8' RCBC �- �, � �� , � � , \ , , , � PROJECT REFERENCE NO. SHEET NO. 1-5506 7-1 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS TRANSPORTATION PLANNING/OESIGN - BRIGGf/SrRUCTUFE DfSIGN ENGINEER ENGINEER CIVIV517E OESI6N - GIS/GPS - CONSTRUCTION OBSENATION 4 0' 0' 4 0' ����o�u��,� ���, �Ns DO vOT Ir9E FOR � i W ACQI'19ITION GRAPHIC SCALE �, _ o� ,r�, ,' : f �ti�� BUFFER DRAWING \o�.ti SHEET 6 OF 14 � �i ����k� <>����� ALLOWABLE IMPACTS ZONE 1 \� � � � � � � � � � � � � �������� � ����� ALLOWABLE IMPACTS ZONE 2 9' LATERAL B� � SEE DETAIL B � _ — ii�— — — — — — — — — — — — — —TC— — — — — — S 50� 00' 2603" E � � � � � � DETAIL G �� TOE PROiECTION \ Nar I Na m Swlel �\��� ti� �� �OQe Ground y E` S � � \ 6= 5.0 F. � Gcoru.��la iype oF Liner= CI I pip-Rop \ FROM STA. 79 � 50 TO STA. 87 � 70 -V- LT \ \ \ 1 O / RALEIGH-DURHAM AIRPORT ALITHORITY � a�N��: -•.r.i� ?' _ +� I DETAIL S PIPE INLEf PROTECTION � No110 Smle� �E _ � w�ai sMiH o _ � a � �' \S _ E � T� 3- � FTy�� l� T�E �??' Pa�- . d 0 - ��`S�R$ � CHPNNEL BEO (Voria6le) Lengih= 30� Ff. d- Tie to E�isting Top o}Bank Est.= 6� ions of Clo�s 11 Rip-Rop FROM STA.61+58 TO STA_81+90 -V- LT � Type oi Liner= 90 TONS.CL II RIPRAP Gealexlile= 1�0 ry DDE = IB cy �Q RALEIGH-DLIRHAM AIRPORT AUTHORITY DETAIL T CHANNEL CHANGE � Noi ro Swle) 10'min. . �.� T � � D,// � � { � /I Mw. —,\ v e z.o� -- — �Eore�ut GEOTEXTILE M'in. �- 2.0 F1. B= 7.5 Ff FROM STA.81 f-80 TO STA. 82 i 30 -Y- LT / / (/I� r � ��� � mN /, � (mti � �� �;�� � PIPE WLET PRqTECTIJ�N � j�// h� % SEE DETAIL S I / � I a 4' LATERAL BASE DITCH / SEE DETAIL B TIE TO EXISTING GROl1ND � � SPKIAL NT DITCH wrHINGE, i SEE DETAIL F � - - - _ -� TOE PROTECTION - TRqNSI� STONE � � - � - - � � � � j SEE DETAIL G F C eC B RIP RAP � ��� \ � �{�� � ^'°��-- �'-;;'�, E5T RR 1 TON � � i� \ � F �" ��� ^ � - � "`-' EST GT 4 SY 4 � `� - - - - � F� � � _ :.�, '�� ='�;r ir�-, -�-� ., .?S � _ �. ;J -.r' ' �.� �,, ,�:.� �r- 4 a-�. ; �-..; e�.,r� _�, :r-�� - . - �;._;r�l;l-; Rg7 W - -^� ^� "r ` C\ ONC OITCH ' � ' � REMOVE EXIST ' -A"t.un `�, �, '^ iC'1 t _ - N— � - C:]N�G17t� -rc_ - - - _ _. - - - - - - - - - - - - - - �j- � — ---- — __ -- w RETAIN 18" RCP � GAN K �100RE FH.FFWAY 60'A.<.T W N----�------ i�--+o wtsr FouND vnr�. wiorH esr o-- --� --- C ------- ---- —_--� o— -- -- – — — — — + — --------_ �___— — -----_ -- _ M---------- —�— ----- ^ ------- ----- — — -- _ // %r _ _ _ i-ar� t a�r eruNa vaR. wiarH e�r _ _ _ a -------- — — //�� r -- --- — — ~ /� — -- N --------- -- --7�'/ � naN k uunRc FREEwar �� asi -- — -- } — _— — — F q �a/� �,� �r. ,,s'.,�'�v�. �.v,., J�,u.-nrr`�^:?�r�h�,'-,�•?�v��.-•i,",s+�-r"��'""�"'1' "�"'-n-t! Z — � ._ .._ .�_— � . ,� —.. _ _` _ __ �// `// . . . . H I L �_°o c;HANNELCHANGE >E� OETAIL T . � PROJECT REFERENCE NO. SHEET NO. 1-5506 8 � I WW SHEET NO. ROADWAY DESIGN HYDRAULICS TRANSPOfiTAT10N PLANNING/OESIGN - BRIGGE/SrRUClURE DfSIGN ENGINEER ENGINEER CIVIVSI7E OESI6N - GIS/GPS - CONSTRUCTION OBSENATION 100• .. 0' 100' 1TN'C�D�Il�]L.]E E�Q. �NS DO vOT Ir9E FOR i W ACQI'191TION GRAPHIC SCALE l! O� �"f�' _.�.. N ILi �: :',.. .... . _.. � 'JNO_ESJ AL� SICs`R9FiT11��S CE)I'a,F_F-"� �� � \o�-ti BUFFER DRAWING � SHEET 7 OF 14 � ALLOWABLE IMPACTS ZONE I ����� ALLOWABLE IMPACTS ZONE 2 REMOVE E%ISTING CONGRFTE AND REPLACE wITH CLA55 I RIP RAP. 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SHEET NO. /ri /�- llp � 1-5506 /0-1 _ % ` � �� . � P.N� SHEET NO. �� ���' `�� ROADWAY DESIGN HYDRAULICS �_ f TRANSPORTATION PLANNING/DESIGN - BRIGGf/SrRUCTUFE DESIGN ENGINEER ENGINEER L��� �' � �-� � r �—T CIVIV517E OESIGN - GIS/GPS - CONSTRUCTION OBSElNATION � � � C� TM-��n m�p � /V' � /(� , /�� \ \ (� / / / � lll V Y.���1C'�IL� � ��r�N� , \� r' �=v // \6-� � O O � O DO NOT IrSE FOR iW ACQVISITION _ / / �� I � '�\, \ �� � � �`� �� l � � � ' � 1 ( ( ,"� \ �� � ��� � � GRAPHIC SCALE -r�_ _ ��' � � � , �� � �, �� j ��\� , � �_ �� _r-�'ti� , � - �i � �'I ' C & 7 � � � �, �� (�� ��(�� ��' r� Q� � � � � � � �ru �u-' � ` � ` _ � '—' �— � ,� - 4°� �� \� �_�rao ess s,�� suswnru ��s ���r,�� _r __ \\ ��^ 1'_) /�O i �\, �� \ '�-, �, , \ `���� � BUFFER DRAWING E� SHEET 12 OF 14 \t 1 =?� —_ �� � �, , , � � � � -,, � ��, ��- _,� � � � =' �� � _ <� � � x � x � � � =` '� ��'����, ,��-�- � � �V ' O�`'`'` �`'`'` ALLOWABLE IMPACTS ZONE 1 �r�� � �� � 1;��'<`� ��Lr�'���� �� � � � . �� � —f �� � � +'�-�, � � \ � � ������� �\ V � �-���-, ���� � � � � ALLOWABLE IMPACTS ZONE 2 � ����� � '� / - . • - _,-� i, � � _ � / � �. / � ! � - — . _'� r ,�-�, �r-����,�,� r�,�; i . � � � � �` � � \ �N � � \ � \\ \ \ \\ �/r \ � ��� \\ \\ '\/ J q— SC Stao l5 f0 000 ' ,., � T'Nr h,N ;\ l `r/' T ` . � \ ., , � —RPA _ T S�� Stao l2 f 6oC� �� ��� _ � � ���� � ��� �� �- ��N \��� ` ` � �`- � � � � A ( � I) ���� � � A �,�� �d � � DETAIL F DETAIL V � - �� � �� � ��� V � � �( � SPECIAL CUT DITCH wAiINGE � � x� \ \ STANDARD BASE DITCH '�—` �y\ \ �\\�� �� �� INo saiei INo�ios�om7 — �`��J" � - _ ���� ���������A A � �n/ �� ���t��'� l.L � R�P Rf"�P � ��� �����e c°a��d a,.� a-> c�u�d / �/ �' �' � 1\ X 1 � � d o `. I�.�%'�-���� � r�` `���`` , �����\X/�^-\ \\�^y 'Cr�� ` `���/\ EST -'- �� I a_� p bQ�H�� � ae Gao�saiie� Lg M�n D= 1.5 H. —/ 1 I � l O l �/ �Oo l0 �00000 � �-��,tl� _ ' � — � � \ � ` " \ � � X ��ii \� �/� �/� 1 i �'�,� (' �� !-I e.o I- nni�. D See Below �wn�„ n a < a.o� B a.. z F�, i.s Fi. SPECIAL CUT DITCH �NGE � y„� ��>� xti�ti`S ���x x'� ��� � E 6Q-S-1F 1/ , \ � �� y �� ��� X � FROM STA.751�50 TO STA.77+50 -Y- LT Tme oil�ner- ❑iRlo-Rap —Y l O I Sl ao l23 �l5000 SEE DETAIL F �-�� �; � ��\ � ��\�\�� �II , �\�4�/\ � �� BASE DITCH Use Min D=15 Ff. FROM STA 12=49 TO STA 12 r59 -RPf RT � �1y,,,� ,_, \.. � \\. �C . I ' ` <�� FROM STA.74>70 TO STA.16=02 -RPB- LT . � �'� � FROM STA.12+72 TO STA 13+50 -RPA- RT ��:\ — �� I I I �� � / � — Use Min. D=1.1 Ff. / ' \ � ��1- / �\ � ( � � � I � � �l [_ � � � f � � � ) �Z"�, `"�J" — � — �� � �� � � `� �--4 �� ���rJ��1 r-��1-1 1�-�l�t J'" �'�J"��-f���.a �'� �q�'-�..,1._�( ,._� . r-� (,-t ,J l,, �i � �L�_ � �� � � � �� REMOVE BROKEN PORTIONS I � ��-��� �� - - � ii��i �, � C � �- �_ � �� , � � �,,�- - � � � - - _ _ _ _ - - _ _ _ � � ��_��- �.�� OF EXIST CONC DITCHES v, � k�-t�� ��� _,�-.t__,,,-t;�r� - r, ____ P- c N c �-��_ 1, ___ - - - -� - � _ _- - - _ /�' - - - - _ - - - P - � �� ONC DITrH -- �� _ __ — — _P— —T�— — _ _ — — — �— � � � � — — — — — — —T�— _ — �)I �� — F— — — — — — � — — — — � � --------------- J � -------- \� � � — F C-- J C — — - �� _ ---��-- - _ � //;� — - _ \� �� - \� // ��" _ —7�0 \\ �% / _ , \\ � � — _ - � � �� � � � � - ��a , 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 BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 24" RCP -RPD- 22+37 (LT) X 1069 720 1789 2 ROAD FILL -LPB- 15+54 (RT) X 6380 5499 11879 EXTEND EXISTING 3 RCBC 3@ 9'x8' -Y- 66+80 (LT) X 2993 1217 4210 EXTEND EXISTING 4 48" CMP -Y- 81+66 (LT) X 4150 418 4568 5 24" RCP -RPC- 15+84 RT X 1422 597 2019 6 24" RCP -RPA- 12+58 RT X 1778 1139 2917 TOTAL: 17792 9590 27382 0 0 0 NOTE: SEE WETLANDS IN BUFFER IMPACT SUMMARY SHEET FOR SITE 3 Rev.Jan 2009 • .. . . . •� See Sheet 9 -A For I ndex of Sheets � � � � 1� � � � �i �i � � � � � � STATE See Sheet �-B For Conventi onal Plon Sheet Symbol s J� � J U1 J� J1II See Sheet 9-C For Survey Control Sheet � o� o TO DURHAM � '"� � , '� .� LOCATl01�1: BEGIN CONSTRUCTION —Y— LT. STA. 60 + 2 0.72 A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF CARY. THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY � � � i '`� �� �� � (A VIA TI01� PARI�WA Y) I1�TERCHAI�GE WORI�: GRADI1�lG, DRAI11tAGE, PA VI1�G, SIG11tALS PROJECT 68 + 70.00 C UL VER TS A1�D STR UCT URES TO RDU tIVU IiKIUC�t -L- STA 52 + 15.59 BEGIN CONSTRUCTION -RPC- STA. 24 + 90.00 BEGIN CONSTRUCTION -LPC- STA. 16 + 79.94 BEGIN CONSTRUCTION -Y4- STA. 9 + 62.00 POINTS AS SHOWN METHOD III. END CONSTRUCTION —Yl— STA. 11 + 55.00 END CONSTRUCTION —Y3— STA. 12 + 00.00 BEGIN CONSTRUCTION -RPA- STA. 12 + 40.00 END CONSTRUCTION —Y— LT. STA. 115 + 72 .32 END CONSTRUCTION -Y- RT. STA. 111 + 71.40 -RPD- STA. 22 + 28.71 CONSTRUCTION END CONSTRUCTION -Y6- STA. 11 +25.00 PROJ ECT STA. 23 + 90.00 PROPOSED TO RALEIGH . Prepared for the North Carolina Department HyDRA ULICS E11tGI11tEER �� of Transportation in the Office of GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH ,,WETHERILL ,�23,oNESF�NK��N ROAD ADT 2018 = 28,555 � ENGINEERING Raleigh,Ncvbob 50 ^� O �O 100 License No F-0377 � ADT 2040 = 37,600 LENGTH ROADWAY TIP PROJECT I-5506 = 0.793 MILES e�s 9,9 as,8o» �� °� �o�p�y � Fax: 919 851 8107 � K= 55 °/a LENGTH STRUCTURE TIP PROJECT I-5506 = 0.055 MILES z012 STANDARD SPECIFICATIONS �Q `�oQo PLANS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE P.E. � � D= 10 % TOTAL LENGTH OF TIP PROJECT I-5506 = 0.848 MILES PROJECT ENGINEER SIGNATURE: � � 50 25 0 50 l00 FEBRUARY 24, 2017 � � T = 7 %* ROADWAY DESIGIII �'� a� PROFILE (HORIZONTAL V= 50 MPH LETTI11lG DATE: gOB A. MAY, PE E1VGIIVEER ��� ��Q ` � * FEBRUARY 20� ZO�H PROJECT DESIGN ENGINEER � �� p�p��QO 10 5 0 10 20 �ST = 2% DUAL = 5% FUNC CLASS = 11ICDOT C011lTACT: GARY LOVERING, PE PROFILE (VERTICAL) ��MINOR ARTERIAL�� ROADWAY DESIGN: PROJECT ENGINEER P.E. SIGNATURE: BOUNDARIES AND PROI'ERTY.• State Line ----- ----- County Line --- -- Township Line -- -- City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -x x x- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil - ���' — s — , �'�; - Potential Contamination Area: Soil -��� — S—'.��?�;�; - _ ��:.r� - W - � Jt.; � _ Known Contamination Area: Water ���, �_.� _ Potential Contamination Area: Water -;�'?tf� W ;=;?�; - Contaminated Site: Known or Potential �' ? BUILDINGS A1�D OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° W Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S — Buffer Zone 1 Bz � BufFer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream --- --- Spring �-�,-�_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump �!�� ���--��° -�G ����' ��������� �C���������� �� �� � l� ���������� ��� l�� lI� l��'���\ �� � Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 � SWITCH , , , , Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND REL�4TED FEATURES.• Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub Hedge Woods Line � � � W . W �� � � W in� � '�' ��I �c �� �� �A� E E TDE PDE PUE TUE AUE � c F CR �� ����������i � � Orchard Vi neyard EXISTII�G STRUCTURES: MAJOR: 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 6(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard CONC � CONC WW � CONC HW �---------{ � CB O � � � O ❑T � HH - - - - T - - -T- T - - - -TC- - - - - -TC- - TC - - - -T FO- - - - -T FO- - T FO WATE R: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedesta I TV Tower U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS 6(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 Va Ive Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information W A/G Water - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO �— A/G Gas � O ss A/G Sanitary Sewer - - - -FSS- - - - - - FSS - - FSS • 0 � ❑s 7UTL 0 UST 0 � � AATU R E.O.I. r � m � ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND 3•� �� ��y' ,l•1 3•� �� (14'-0" W/GR) VAR. 0'-6" *14'-0" TO 5'-0" 4'-p" 2,_�„ n R� �4 � I 0,02 S 10'-0" 1' , 0,02 'J �K � -L- (AVIATI O N PARKWAY) � 12'-0" VARIABLE 5'-6" TO 29'-6" 12'-0" � , R2 T � GRADE � a � POINT T R2 a W2 .0,02 Oa02, W2 � , 0,02 _ _ — — — _ .— — — _ 0,02 , a. :;..Q — � — o ,, o o�.--- -------------,----------------- � i ------ ------- -------------------------------- — ------------ 6" 6" 15" � E4 E4 15" VARIABLE WIDTH SEE PLANS GRADE TO GRADE TO THIS LINE �PI CAL S ECTI O N N O. 2 THIS LINE NOTE: SEE PLANS FOR TURN LANES & AUXILLARY LANES�TAPERS *- EXTRA WIDTH FOR BICYCLES TO SHARE ROAD USE TYPICAL SECTION NO. 2 -L- STA. 29 + 52.97 TO 45 + 50.00 RT. -L- STA. 30 + 05.44 TO 45 + 50.00 LT. -L- STA. 55 + 00.00 TO 65 + 80.00 (14'-0" W/GR) VAR. *14'-0" 0'-6" TO 4'-0" 5'-0" 2 �—Du Q Q C4 R� T D3 Oe02 0,02 , ' "J � (14'-0" W/GR) VAR. 0'-6" *14'-0" TO 5'-0" 4'-0" 2 �-� �� T R� C4 D3 0,02 , 0,02 � 1= 12'-0„ � 0.02 �� O T 15" GRADE TO THIS LINE C� -L- (AVIATI O N PARKWAY� � VARIABLE 17'-6" TO 29'-6" 12'-0" � � GRADE R3 � POINT � 0,02 � 0,02 0,02 0 0 0 o � o � TYPICAL SECTION NO. 3 NOTE: SEE PLANS FOR TURN LANES & AUXILLARY LANESjfAPERS *- EXTRA WIDTH FOR BICYCLES TO SHARE ROAD 15" 1' K S 3', � ?�� ORIGINAL GROUND � -L- (AVIATI O N PARKWAY) I 12'-0" _,_ VARIABLE 5'-6" TO 29'-6" _,_ 12'-0" _ � � GRADE R3 � POINT . 0,02 � 0,02, � 0,02 I I Ov02 � � I , �------ --------------------------------------------------------- �15„ U 15„� VARIABLE WIDTH ' SEE PLANS ' PARTIAL TYPI CAL S ECTI O N N O. 2 USE IN CONJUNCTION WITH TYPICAL SECTION NO. 1& 2 -L- STA. 25 + 65.56 TO 35 + 61.48 -L- STA. 60 + 30.00 TO 65 + 80.00 10'-0" (14'-0" W/GR) VAR. *14'-0" 0'-6" TO 4'-0" 5'-0" 2'-0„ � C4 R� l T 1 GRADE TO THIS LINE 10'-0" ��4�-0�� wr�R� � -L- (AVIATION PARKWAY) VAR. � 0'-6" *14'-0" 12'-0" 2 3'-0" 12'-0„ TO W � 5'-0„ 4,_�„ � 2'-0" Z � � = a R3 � R3 T Rl C4 D3 � a C4 � 0.02 � POINTE 0,02 C4 Oa02 , 0,02 � , O°02 0,02 I :.�e:��e.:�e: o � _ _ _ _ _ _ _ — — _ _ — _ _ — S —_____—_ _ _ _ _ _ — U 1' �� K 15" 15" ' SEE PLANS GRADE TO THIS LINE �PICAL SECTION NO. 4 NOTE: SEE PLANS FOR TURN LANES & AUXILLARY LANES�TAPERS *- EXTRA WIDTH FOR BICYCLES TO SHARE ROAD �� � 0,02 I �� ORIGINAL GROUND USE TYPICAL SECTION NO. 3 -L- STA. 45 + 50.00 TO 49 + 24.09 (BEGIN BRIDGE) -L- STA. 52 + 15.59 (EN D BRI DGEj TO 55 + 00.00 10'-0" (14'-0" W/G R) VAR. *14'-0" 0'-6" TO 4'-0" 5'-0" 2'-0„ Q Q D3 C4 R� T Oe02 , , 0,02 J1 � GRADE TO THIS LINE 1' �- 2•�\ ORIGINAL GROUND ORIGINAL GROUND PAVEMENT SCHEDULE C4 3" S9.5C D3 4" I19.00 E4 5�/2" B25.00 J1 8" ABC K SUBGRADE STAB. R1 2'-6" CURB R2 1'-6" CURB R3 CONC. ISLAND S 4" SIDEWALK T EARTH MAT. U EXIST. PAVEMENT W WEDGING 10'-0" (14'-0" W/G R) VAR. 0'-6" *14'-0" TO W 5'-0" 4'-p" 2,_0„ z J _ V T R� C4 D3 g 0.02 Oe02 � , J 6" E4 GRADE TO THIS LINE USE WITH TYP. SECTION. NO. 2& 4 Narrow Widenina (10' or lessl USE TYPICAL SECTION NO. 4 -L- STA. 65 + 80.00 TO 68 + 70.00 (RESURFACE & WIDENING ONLY) RFORM VARIABLE DEPTH MILLING AT THE FOLLOWING LOCATION: - STA. 67 + 95.00 TO -L- STA. 68 + 70.00 12.5" r a. 10►_�►► �GRIO ND -=J^�-� �� ��? S� ` Op F �3'I �- �� � . � �9,� VARIALBLE SLOPE SEE X-SECTIONS ORIGINAL GROUND __, 6►_0►► � z oN a� � w (> Z � =0 ��4:1 VARIALBLE SLOPE SEE X-SECTIONS �l S��e� `,L•1 .� P�' : � T 6:1 � � OJ � J W � Z� _� 30'-0" 10►_�►► ORIGINAL ,�-�� �qR GROUND � �- S�Op �L F (.?•I VARIALBLE SLOPE SEE X-SECTIONS ORIGINAL GROUND � z � N � ~ � w (� Z � =0 4:) VARIALBLE SLOPE SEE X-SECTIONS �py.l S�oQ� `�.� J P�� 3 0'-0" 14'-0" (17'-0" W/G R) 12'-0" F D PS C6 D5 0,04 E4� �2 : � T 6:1 � D5 12 12' MATCH C6 EXIST. , SE K EXIST. EXIST. � i i EXIST. ' CROWN � EXIST. C6 v � POINT I PROFILE � POINT EXIST SE EXIST SE EXIST SE EXIST SE I-------------�i,------------- i � ------------------------------------�------ \ U ---- 21.5" GRADE TO THIS LINE TYPICAL SECTION NO. 5 NOTE: SEE PLANS FOR TURN LANES & AUXILLARY LANES�TAPERS C� -Y- (I-40) a a W Z J 2 V � 14'-0" (17'-0" W/GR) 12'-0" FDPS C6 D5 EXIST. SE J� I I I I EXIST. EXIST. m - � a I W Z I -' EXIST. � = CROWN � EXIST. � C6 V / POINT I PR� � � � � POINT EXIST SE EXIST SE EXIST SE '% EXIST SE I-------------�------------- ----------------------------------------------------------�---- U 21.5" GRADE TO THIS LINE TYPICAL SECTION NO. 6 NOTE: SEE PLANS FOR TURN LANES & AUXILLARY LANES�TAPERS � —Y— c�-40� � � � i EXIST. EXIST . I Q I W i z EXIST. J EXIST. � PROFILE I CPO NT � POINT � � EXIST SE ' EXIST SE EXIST SE _ _ `_ _ _ _ _ _ _ _ _ _ _ EXIST SE_ ------------ ------------7---------------------------- ------------ i i i 21.5" GRADE TO THIS LINE TYPICAL SECTION VAR. SEE PLANS VAR. SEE PLANS D5 C6 EXIST, SE J2 E4 NO. 7 VAR. Q SEE CROSS SECTIONS Q w Z J T � R4 6 �� � ! ��-�_ ORIGINAL — �� GROUND �� VARIALBLE SLOPE ° ° ° `: SEE X-SECTIONS NOTE: SEE PLANS FOR TURN LANES & AUXILLARY LANES�TAPERS RIGINAL ' GROUND m a W z J 2 V � _� � USE TYPICAL SECTION NO. 5 -Y- STA. 60 + 20.72 TO -Y- STA. 92 + 15.65 -Y- STA. 107 + 52.32 TO -Y- STA. 115 + 72.32 USE TYPICAL SECTION NO. 6 -Y- LT STA. 92 + 15.65 TO -Y- STA. 107 + 52.32 VAR. SEE PLANS VAR. SEE PLANS D5 C6 EXIST, SE ` VAR. Q SEE CROSS SECTIONS a w z = R4 T � � (,,, G 4 G..�...G VARIALBLE SLOPE SEE X-SECTIONS 16" E5 \ � GRADE TO THIS LINE USE WITH TYP. SECTION NO. 7 Narrow Wideninq (10' or less) a a w z J _ U � T E5 PAVEMENT SCHEDULE C6 3.0" S9.5D C7 VAR. S9.5D D5 3.0" I19.OD E4 5%2" B25.00 E5 10" B25.00 J2 10" ABC K SUBGRADE STAB. R4 EXPRESSWAY GUTTER T EARTH MAT. U EXIST. PAVEMENT V VAR. MILLING 14►_�►► (17'-0" W/GR) 12'-0" F D PS C6 D5 EXIST. SE m a W z J _ V � GRADE TO THIS LINE USE WITH TYP. SECTION NO. 5& 6 Narrow Wideninq (10' or lessl USE TYPICAL SECTION NO. 7 -Y- RT STA. 107 + 91.35 TO -Y- STA. 111 + 71.40 16" r c m � ORIGINAL GROUND VARIALBLE SLOPE SEE X—SECTIONS ORIGINAL GROUND ORIGINAL GROUND VARIALBLE SLOPE SEE X—SECTIONS ORIGINAL GROUND 10'-0" 10'-0" � 6'-0" ��R Sl Op F r3 I "�-t' 6:1 �J 4:) VARIALBLE SLOPE SEE X—SECTIONS 10'-0" � 6'-0" ��R S� Op �� F (3•I VARIALBLE SLOPE SEE X—SECTIONS � 6'-0" ORIGINAL GROUND ��R S� Op F r3 I '�-i' 6: � �J VARIALBLE SLOPE 4' � SEE X—SECTIONS ORIGINAL GROUND VARIALBLE SLOPE SEE X—SECTIONS � oN a � � V z� =0 ���p�` �•1 `' 30'-0" � Z O '� �� �u Z� =0 18'-0" 6:1 � —RPA—, —RPC—, —RPD— VA� � VAR 4� VAR 0� TO 4 �� TO 12 12'-0" I VAR 12' 14'-0" Q m � TO 0' m (17'-0" W/GR) Q Q 4,_ „ a � Q 4'-0" a W DPS ? i z DPS z Z J J J J = I * GR�ADE _ _ � T D3 � W2 , POINT C4 � D3 ~ g T � 0,04 6„ O°02 Z � 0,02 � 0,02 6�� 0,08 � � � � °o °oo 0 0 -- I--------- o a � o a o`$ o`b° 024 0�°0 0 � o�°o°�� °��0�44��o�4u �o`�'� ob —�----- --- � J1 K U K J1 � v, 15" � 5„ / Z J O V— .� M�' � � GRADE TC �`�� � � THIS LINE Z _ � Z ON � �- � � V Z � =0 �RADE TO z J THIS LINE � � w� Zo _ 30�-°" ' TYPICAL SECTION NO. 8 `� NOTE: SEE PLANS FOR TURN LANES & AUXILLARY LANES�TAPERS 18'-0" 6:1 3 0'-0" � Z O w Z 2 18'-0" 6:1 12'-0" H z ON � J J w � Z� 6" _ � 0,04 � — C�—RPA—, —RPB— i 4'-0" ' 12'-0" 14'-0" � (17'-0" W/GR) 4'- " � 4'-0„ DPS i DPS I GRADE C4 I POINT � D3 6�� O°02 0,02 Oe02 � � U y-- � � � N 15 K Z —� J � � J � � GRADE TO p �, � � THIS LINE �- Z W� 2 ZO _ TYPICAL SECTION NO. 9 NOTE: SEE PLANS FOR TURN LANES & AUXILLARY LANESffAPERS C� —LPB—, —LPC— � � 2�-o�� 8,_0„ � � 2�-o�� � o�-o„ i 4'-0" � ,_�„ DP � I GRADE �`., � � POI NT C4 R� T T 6" i 0.04 0,02 , 0,02 ' 0,02 , � Oe02 ..n�.4°n..n�. ,. ..n�. „ ..n�. ,. ,� .d'.' p;d'.'� � / � J J � � O � D3 Jl 15" K 4'IMw, �'�-I' GRADE TO THIS LINE � TYPICAL SECTION NO. 10 NOTE: SEE PLANS FOR TURN LANES, AUXILLARY LANES & TAPERS 18'-0" 6:� 18'-0„ 6:� 30'-0" 30'-0" 6'-0" H � z 0 � W Z _ 10'-0" �p�.1 S�OQ� `3•� � P�� b :� VARIALBLE SLOPE ?•�M SEE X—SECTIONS 'q-i 6'-0" � � Z O � w Z _ 10'-0" N F- � V � O Mp�.l S�Oe� `3•� � P�� 6:1 VARIALBLE SLOPE ?•J� SEE X—SECTIONS ORIGINAL GROUND ORIGINAL GROUND USE TYPICAL SECTION NO. 10 -LPB- STA. 10 + 00.00 TO 19 + 28.50 -LPC- STA. 18 + 61.30 TO 19 + 21.92 ORIGINAL GROUND ORIGINAL GROUND USE TYPICAL SECTION NO. 8 -RPA- STA. 13 + 35.00 TO 17 + 82.86 -RPG STA. 24 + 90.00 TO 28 + 50.30 *-RPD- STA. 25 + 80.00 TO 26 + 17.21 (INVERT TYPICAL) ORIGINAL GROUND a a W z J _ V < PAVEMENT SCHEDULE C4 3" S9.5C D3 4" I19.00 E4 5�/2" B25.00 J1 8" ABC K SUBGRADE STAB. R1 2'-6" CURB T EARTH MAT. U EXIST. PAVEMENT W WEDGING SEE TYP. 7 FOR WIDTH Q 4,_ „ w z DPS � _ v T D3 C4 � 0,04 Oe02 � 6" � � i GRADE TO 12.5 THIS LINE USE WITH TYP. SECTION. NO. 8 Narrow Wideninq (10' or less) ORIGINAL GROUND USE TYPICAL SECTION NO. 9 -RPA- STA. 17 + 82.86 TO 25 + 97.12 -RPB- STA. 10 + 00.00 TO 26 + 56.07 (I NVERT TYPICAL) 10'-0" 2'-0" T 0,02 �� � I� C� —SRPD— i 8'-0„ , 12'-0" 10'-0„ i � �-0„ i I GRADE R� � POINT C4 R� T � , 0.02 0,02 ' 0,02, 0. � / _,. _ _,. _ . .e�:. ��_a�'. D3 �� 15'% ( K ORIGINAL GROUND �\..y,l' GRADE TO THIS LINE TYPICAL SECTION NO. 11 NOTE: SEE PLANS FOR TURN LANES, AUXILLARY LANES & TAPERS USE TYPICAL SECTION NO. 11 -SRPD— STA. 10 + 00.00 TO 11 + 52.40 r c Q_ ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND VARIABLE 1'-0" TO 4'-6" �'�'�X VAR 0' TO 12' 10'-0" ,i � T R� C4 0.02 \ �' ���-e:�., ���o: GRADE TO THIS LINE � o�-o�� 2,_0„ VAR. i'-0" 0'-6" TO 4'-0" � R1 � � 0,02 T T �� U �.. GRADE TO THIS LINE 1'-0" TO 4'-6 \�X Jl%K � �15;, �� � . 0,02 �—LPC— I VA� VAR 0� TO 0 � O 8 � _ VAR 12' _ � 12'-0" , TO 0' j Q (15'-0" W/G R) � � Q 4,_0„ ' ■ � z DP "" ' ' � J1 K 15" GRADE TO THIS LINE D3 T Oo04 � 6" N J J LL � O � Z � � W Z _ 18'-0" 6:� N H � V � O i'-0" _�_ 10'-0„ � z 0 w z 2 1 `' � Q� `� S�,O � P�� 6:1 q. ;1 4•�\ 30'-0" VARIALBLE SLOPE SEE X—SECTIONS TYPICAL SECTION NO. 12 NOTE: SEE PLANS FOR TURN LANES & AUXILLARY LANESjfAPERS � —Y3— (RDU CENTER DRIVE) VARIABLE � VARIABLE 12'-5" TO 2 0'-0" ' 12'-5" TO 2 0'-0" 2 0'-0" GRADE � GRADE POINT � POINT R2 CROWN � R2 �2 Dl T � Oa02 POINT 0.02 T Dl W2 __--- ----- 0,02 .a��- o;e�: e.'�a �:�e, � � „ , „ VARIALBLE SLOPE SEE X—SECTIONS 2 �-o„ ORIGINAL GROUND ORIGINAL GROUND 0'-6" '-0" TO 4'-0" � R1 � � T T 0,02 � � 6 6 � U E1 E1 U VARIABLE WIDTH �� GRADE TO GRADE TO »�� VARIABLE WIDTH SEE PLANS THIS LINE THIS LINE SEE PLANS TYPICAL SECTION NO. 13 NOTE: SEE PLANS FOR SIDEWALK LOCATIONS AND WIDTHS —Y4— (GATEWAY C E NTRE BO U LEVARD) �—YS— (GATEWAY C E NTRE BO U LEVARD) ! —Y6— �LAKE CRABTREE PARK) 2�-0„ � 2,_0„ � � E1 VARIABLE 1'-0" TO 4'-6" 3 �� � U ��� GRADE TO THIS LINE - VARIABLE � VARIABLE - VAR. VARIABLE 20'-0" TO 27`-0" 11'-0" TO 15'-6" i 11'-0" TO 15'-6" VARIABLE 20'-0" TO 27'-0" VAR. '-0" 0'-6" � 0'-6" '-0" TO � TO 4'-0" � 4'-0„ R2 � GRADE R2 T R� C2 W2 �� T � 0,02 i POINT Ov02 , T Dl W2 C2 Rl � I 0,02 �0.02 ___-- --___ 0.02 '.^�- ��.c'- � i ���e.:�o ���e: ,:�e.:�a ���o: � 6" ; 6" � ,L•1� S !-------------------- ---- — ------ --------------------- El 6�� U El El U GRADE TO VARIABLE WIDTH �� GRADE TO GRADE TO �� VARIABLE WIDTH THIS LINE SEE PLANS THIS LINE THIS LINE SEE PLANS TYPICAL SECTION NO. 14 NOTE: SEE PLANS FOR SIDEWALK LOCATIONS AND WIDTHS C� —Yl —(NATI O NAL GUARD D RIVE) EXIST. 2 �_p�� � 2'-0" i VARIABLE 24'-0" TO 28'-0" 11'-0" � 5'-9" 5'-3" VARIABLE 24'-0" TO 28'-0" i EX CROWN ' POINT T � Rl 6�� E� 0,02 VARIABLE '-0" TO 4'-6" 3 �� � U ?�� GRADE TO THIS LINE EXIST. ����, V Cl � Dl C2 EX CROWN Cl V ,, � ' � EXIST � 0,02 POINT — \ � � EXIST � — — — — — EXIST EXIST — � ,— �' � , 1 EXIST T — — EXIST —' , / �7X�----------- ' --� i . T �'.:'o.:a ���e. �..r _ _ — _ _ — — — — — — � �.� I �-- �---� � __/ i �`. �� L--1 ---------' � -- ---- — -------- �--J . � � L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J \ � ` � i � i � � �� Ln �J �. �' � �� El � `. ' GRADE TO ' THIS LINE »" TYPICAL SECTION NO. 15 VAR 0' VAR 0' TO 12' TO 8' 10'-0" °° a 12'-0" W W (15'-0" W/GR) z z 4,_�„ Z'—O// J J U V DP T Cq. � � C4 D3 R1 T 0,02 , 0,02 0.04 \ 6" o. o 0 U E4 E4 12.5" 12.5" GRADE TO THIS LINE USE WITH TYP. SECTION. NO. 12 Narrow Widenin 10' or less USE TYPICAL SECTION NO. 12 —LPC— STA. 16 + 79.94 TO 18 + 61.30 ORIGINAL GROUND USE TYPICAL SECTION NO. 13 —Y3— STA. 10 + 42 .08 TO 11 + 90.00 GINAL GROUND USE TYPICAL SECTION NO. 14 —Y4— STA. 9+ 62.00 TO 11 + 25.25 RT. —Y4— STA. 10 + 40.00 TO 11 + 25.25 LT. —Y5— STA. 11 + 00.00 TO 11 + 85.16 —Y6— STA. 10 + 34.89 TO 11 + 20.00 ORIGINAL GROUND USE TYPICAL SECTION NO. 15 —Yl— STA. 10 + 37.66 TO 11 + 45.00 PAVEMENT SCHEDULE C1 1 %2" S9. 5B C2 3" S9.5B C4 3" S9.5C D1 4" I19.OB D3 4" I19.00 E1 4" B25.OB E4 5%2" 625.00 J1 8" ABC K SUBGRADE STAB. R1 2' — 6" CURB R2 1'-6" CURB S 4" SIDEWALK T EARTH MAT. U EXIST. PAVEMENT V VAR. MILLING W WEDGING a■ **2-BAR METAL RAI L PROPOSED TYPICAL SECTION IF FUTURE MANAGED LANES (ML) ARE ADDED. W � OZ "' O �� W �C CD Q W 0 � Z m W Plv 0 6' H �� 7.5' 12' PROPOSE AUXI LIARY LAN E 7.5' VAR FDPS 2 0' FUTURE LAN E .02 , 12' STRU CTU RE RECOMMEN DATIONS -L- (AVIATION PARKWAY) BRIDGE OVER -Y- (I 40) � -L- (AVIATION PARKWAY) I 103'-1" OUT TO OUT 12' 12' ROPOSE AUXI LIARY LAN E .02 , 12' 12' EXIST. -L- �AVIATI O N PARKWAY� STRU CTU RE OVE R-Y- � I-40� -Y- STA. 49 + 24.09 TO -Y- STA. 52 + 15.59 12' 4' 12' � FUTURE ML W LL � � m 12' EXIST. EXIST. ,EXIST. =------------ 12' EXIST. 12' EXIST. EXIST., EXIST., 15.9' VAR. PS 11.9' VAR. PS 10:1 OR FLAITE R SINGLE FACED PRECAST CONCRET E BARRIE VAR. PS , 10.1' VAR. PS 10:1 OR FLAI7ER 59' 12' 4�' FUTURE ML 11J L.L � � m 12' EXIST. 12' EXIST. 12' 12' EXIST. 97.6' 12' **2-BAR METAL RAI L i I � i � i 12' ; 12' EXIST. � EXISTING i AUXI LIARY � LAN E � � � � I � EXIST. ,EXIST. EXIST. EXIST., ; EXIST. --------------------------i-=--=-- � i � � SINGLE FACED PRECAST CONCRET E BARRIER DETAI L OF ROADWAY U N DER PROPOSED STRUCTU RE DESIGN DATA -L- ADT 2017 = 27,400 ADT 2040 = 36,600 D = 10 % K = 55 % TI'ST = 2 % DUAL = 5 % V = 50 MPH FUNC. CLASS - MINOR ARTERIAL MINIMUM VERTICAL CLEARANCE = 17'-6" @SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT. � SEE STD. 610.03 NOTE: TRAFFIC DATA FROM TRANSPORTATION PLANNING BRANCH LETTER DATED MAY 6, 2015 *WIDENED TO 6' TO ACCOMMODATE HYDRAULIC SPREAD **2 BAR METAL RAIL UTILIZED TO ACCOMMODATE BICYCLE TRAFFIC AND FUTURE SIDEWALK. 12' 12' ROPOSEI� AUXI LIARY LAN E 2 0' FUTURE LAN E FDPS .02 , 7.5' 7.5' W � O � Z W m Z W _i.04! Z O � � Q W m � � I Plv U a 6' �� DESIRABLE VERTICAL CLEARANCE = 17 -6 @SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT. ❑1 SEE STD. 610.03 ', a � 2' **2 BAR METAL RAIL **2 BAR METAL RAIL **2 BAR MET, � -L- 45'-0" � EXIST. C� -L- f�' ii� 11' 11' ii� fi' C� -L- i n��_i �� (l I IT—(l I IT **2 BAR METAL RAIL t METAL RAI L � PHASE I BRIDGE TYPICAL **2 BAR METAL RAIL UTILIZED TO ACCOMMODATE BICYCLE TRAFFIC AND FUTURE SIDEWALK. PHASE II BRIDGE TYPICAL FINAL BRIDGE TYPICAL *6' TO ACCOMMODATE HYDRAULIC SPREAD WHEN FUTURE SIDEWALK CONSTRUCTED. � pT �`+ 7 (] 1223 Jones Franklin Road PROJECT REFERENCE NO. SHEET NO. � —RPC / l Jl �. �/ � a�✓ � Raleigh, N.G. 27606 � �� e ETHERILL License No. F-0377 /-5506 28-3 S^011 �^011 ENGINEERING Bus: 919 851 8077 � Fax: 919 851 8107 R/W SHEET NO. 4. S� `, S� // ROADWAY DESIGN HYDRAULICS PS Q� p,� TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER �P� V �P� V CNIL/SITE DESIGN - GlS/GPS - CONSTRUCTION OBSERVATION 12' � 8' �I q.' I 4, PS I PS 36' a � BEGIN C&G �. a -RPC- + 62.39 , -�- 30 4 � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED +85.30 12� , Qo BEGIN C&G �► -LPC- + 70.64 � —RPB — PT Stoa 25 �43.62 I � � �R + 37.37 � I � � � I BEGIN C&G e� BEGIN C&G Z I -RPB- STA. + 71.03 END SW � -RPC- +23.28 �R � �(, I 9"x18" CURB �' + 76.90 —L— + 89.11 ,�\ �, � —LPB— ST Sta. 18+78e42 12, � v I �'�, �6�, � � Z , 4 �G ' U I 12' + 90.63 � R=50' �R 2'_6" C&G —LPB— POT Stoe 19+66a00 = � I CR W —L — POC Stae 56 +42.00 p —RPC — POT Sta. 28 +8/.98 = r'� � � o� �r —RPD — POT Sto. 27 +57.26 = � � � �- `� � . o C� � I °� � —L — POT Sto. 45 +49.00 � ;� � r � � _ _ _ o � � ,� G� , � � � --- ---------- � � ------------------------ ii+M b � I + � � � � � � °° �, � � � � Z 1'-6" C&G 45 � � ►� I 0 5 . 5' -L - � CR �' �` N 25° l2' 13e4" E "' �, , 5" MONO. CONC. ISLAND cR / � � COVERED � R= 8.75' � � � �., R= 8•75 � M , � 2 �_6„ C&G o� o + �t � I c•, N + N '— / �ll I ^ � � � — � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_ ��� � O N --------� N O � N �� I O � �1' � II � ^ � N � � �� � O / ^ + � O + � � / � EDGE OF LANE 5.5' S" MONO. CONC. ISLAND � . �t' ` <O 1k N -------__ lT7 R = 4' 2'-6" C&G _ _ — _ ^ � _L - � � � � �-6" C&G � � 11.5' — � N � — � � � G�SS �. COVERED ISLqND � c� � � co r'— � N '_ 1`b ��1 Q' + h ,— , `� � o \o ° ''� ��Q ,`p^ ^ ��_6�� C&G 6 � 2'-6" C&G � + �'� � -- ------- — c��c � �. N — ------- � CR --- ,,6�► C&C' ------ 2 � � � � N BEG C&G —RPA— POT Stoe 26+50e94 = °' STA. + 17.21 + �� —RP — P T Sta +l7 /_ —RPB— POT Sto.26f93.62 = � —SRPD — POT Sta. ll +52.40 �R —L — POC Stoe 56 +72.00 BEG C&G STA. +17.21 BEGIN C&G -RPA- STA. + 54.40 sr- E EX �X>9 �� PS `8��'8 ��, � � BEGIN CONSTRUCTION �?, � � -RPD- STA. 25 + 80.00 20 10 0 20 40 20 10 0 20 40 L -� � � O � � � m � � � Q� � N � � Dc � � � � � Q � REVISED SIGNAL REVISED SIGNAL ' _ � �, �� SEE SHEET 5 FOR PLAN VIEW o�� �Q� BR AIN STA.G 54.40 SEE SHEET 5 FOR PLAN VIEW ��,� D� �'�� SEE PAVEMENT MARKING PLANS FOR CURB RAMP LOCATIONS AND STATIONING -RPA- PT Stoe 24+35.35 SEE PAVEMENT MARKING PLANS FOR CURB RAMP LOCATIONS AND STATIONING N a� 'i_' � 1223 lones Franklin Road PROJECT REFERENCE NO. SHEET NO. f\ � Raleigh, N.C. 27606 p a� ETHERILL License No. F-0377 /-5506 2U —� Bus: 919 851 8077 II,I S no1 ENGINEERING Fax: 919 851 8707 R/W $HEET NO. �, . S� ROADWAY DESIGN HYDRAULICS Q� TRANSPORTATION PLANNING/DESIGN - BRIOGE/STRUCTURE DESIGN ENGINEER ENGINEER O L7 �� CIVIL/SITE DESIGN - �lS/GPS - CONSTRUCTION OBSERVATION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � °` —Y3 — POT Stae l0 +00.00 = � —L — POC Stae 60 +78e24 + — — — — ' 2'-6" C&G --__ �r ---__ ,- . —____ � � � 1 -6 �� -- ------� -- • ----------- � � ,C&G �� ^ � � �----- M —L — �, + � � COV GRASS 5„ MONO . ERED ,S�No s�N�. STRU CTU RE�PAVEME NT RE LATI O N S H I P �,qNp N � � � N _ _ _ _ _ ^ ��-6' C&G o � ^ ir� :0 5" MONO. CONC. ISLAND z --- —_ � �� � ,o i. � O -----___ _�_ � � oo N� � N N . — -_ _ + `t � �? r BEGIN APPROACH SLAB i� � � + — � — - � ---_—__ �- �. + �� ---- ------------------- -L- Sto.48+99.96 ----- r- � � , — — — — — — _ _ _ _ � � r BEGIN BRIDGE � M � c� — — — -- — — — — '��` � '� -L- Sto. 49+24.09 � � '° °' r- � � — -------- ------- �-- ---------- � �o + M �o �.. � � TYPE III 'O + GRAU 350 TL-3 � g:l • ,_ „ �5� _ � 2'-6" C&G ------_—T �, C&G +S — �— ---- � ------M --- �----- -------- M � � -------�1------- p• �p cR 2'87 5' CO C, $�/�/ �'� -L- 5.5' o�- 5" MONO. CONC. ISLAND �� 5.5' � � N `� ►� 9"x18" CURB �R � AVIATION o , „ N � — — — - °� o, � � o °° � °° N � o -� — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — + � — —2'-b" C&G '� � � — — — � — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — + GRAU 350 TL-3 M 8� � r PE III �� �� � o � � 8:1 0 2'-6" C&G i N � �: �,I � � I �� I� 00 R = 40 � N N � H O N r M -�- T 93.C71 � � ��� �� �N r R=240' R=240 � + + � � + -L- PC Sta. 52+48.35 -L- POT Sta.50+6/.09 = -Y- POT Sto. 109+26.84 END BRIDGE END APPROACH SLAB R_ 6 5� � 2 0� 2 �, + 07 , 81 -L - Sta. 52+15.59 -L - Sto. 52 f39.73 + 99.50 Zp� 20 -L- PRC Sta. 59�76.6.3 (SEE SHEET 5 PLAN OVERVIEW) (SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS) N N N �� �- N � � � O� � (i (i S?° S?° � � EXI ST� EXI ST � � EXIST EXIST TI E TO EX C&G TI E TO EX C& v� rn � �� , v., �� � _ rn � -�' END CONSTRUCTION �� -Y3- STA. 12 + 00.00 '� —Y3 — POT Stae l2 +05.00 �� , � ,., � ;, � '� 20 10 0 20 40 ��<<�� �T�7-1. n _�_i � � �r f� L� iL O�i � ���L� � SEE SHEET 5 FOR PLAN VIEW ��-� �z �%'-� SEE PAVEMENT MARKING PLANS FOR CURB RAMP LOCATIONS AND STATIONING � ��, -„ n= f' r � � ��'� �1, u ,_ u u t�J r�r�� n r�� L � ��� O�� r��� i \ L�7 r-� i _i o � . DETAIL A LATERAL BASE DITCH ( Not to Scnle) Natural � Ground ?.� p �j,•.� 1'�Ft. Fill Slope � o � Min. D= 1.0 Ft. l�u�� B= 4.0 Ft. b = 5.0 Ft. FROM STA. 28 + 50 TO STA. 30 + 60 -L- RT DETAIL G TOE PROTECTION ( Not to Scale) O'�et F� Natural .1,� °��5�°�e Ground , b , F� ��� �d d = 2.0 Ft. b= 5.0 Ft. Geotextile Type of Liner= CI I Rip-Rap =ROM STA. 79 + 50 TO STA. 81 + 70 -Y- LT DETAIL N LATERAL BASE DITCH ( Not to Scale) Natural � l� Fill Ground 'q�Q p p•� 1'�Ft. Slope d GEOTEXTILE g Min. D= 2.5 Ft. Max. d = 1.7 Ft. 'When B is < 6.0' B= 4.0 Ft. Type of Liner= CI I Rip-Rap b= 5.0 Ft. FROM STA. 15 + 00 TO STA. 16 + 00 -LPB- RT Fill Slope nFTen -r DETAIL B LATERAL BASE DITCH ( Not to Scale) Natural � t- I Ground �'�t. Fill .?.� � '3'1 Slope � Min. D= 1.0 Ft. 6= See Below *6:1 Transition to 3:1 b= 5.0 Ft. *FROM STA. 27+50 TO STA. 28+00 -L- LT Use B = 8.0 Ft. FROM STA.28+00 TO STA. 29+00 -L- LT Use B = 8.0 Ft. FROM STA. 68 + 00 TO STA. 70 + 50 -Y- LT Use B = 9.0 Ft. FROM STA. 70 + 50 TO STA. 74 + 00 -Y- LT Use B = 4.0 Ft. DETAIL H BERM 'V' DITCH ( Not to Scale) � � � D 3.� Min. D= 1.0 Ft. b = 5.0 Ft. RDWY FROM STA. 18 + 13.5 TO STA. 19 + 88 -RPA- Rl FROM STA. 14 + 00 TO STA. 14 + 68 -RPB- LT FROM STA. 17 + 60 TO STA. 19 + 60 -RPB- LT DETAIL O LATERAL BASE DITCH ( Not to Scale) Natural � �- I l� Fill Ground q,p p p'.� 1'%Ft. Slope d GEOTEXTILE g Min. D= 1 J Ft. Max. d = 1.2 Ft. *When B is < 6.0' B= See Below Type of Liner= CI I Rip-Rap b= 5.0 Ft. FROM STA. 16 + 00 TO STA. 16 + 50 -LPB- RT Use B = 4.0 Ft. FROM STA. 16 + 50 TO STA. 17 + 80 -LPB- RT Use B = 3.0 Ft. Type of Liner= 90 TONS,CL II RIPRAP Geotextile= 130 sy DDE = 18 cy Min. D= 2.0 Ft. B- 1.5 Ft. FROM STA. 81 + 80 TO STA. 82 + 30 -Y- LT �TEXTI LE N OT TO SCALE DETAIL C LATERAL BASE DITCH ( Noi to Scale) Natural r� Ground `?'I p g•� 1'�Ft. Sllo e d P GEOTEXTILE g Min. D= 1.0 Ft. Max. d = 1.0 Ft. �When B is < 6.0' B- 2.0 Ft. Type of Liner= CI B Rip-Rap b= 5.0 Ft. FROM STA. 57 + 81 TO STA. 58 + 25 -L- LT DETAIL I SPECIAL CUT DITCH w/HINGE ( Not to Scale) Natural Ground t Front �� b•1 ° e� Ditch 4'I D �\O�� Slope d Geotexti le 6.0' Min. D= 1.0 Ft. Type of Liner= CI B Rip-Rap Max d= 0.5 Ft. FROM STA. 21 + 50 TO STA. 22 + 73 -RPB- LT DETAIL P TOE PROTECTION � ?•) ( Not to Scale) d�ie o� F\ F���S� Fe�etfe� ,L.� �;�5\oPe d� Geotextile d= i.o Ft. Type of Liner= CL B Rip-Rap FROM STA. 17 + 00 TO STA. 18 + 82 -LPB- RT EXISTING INLET TIE TO CHANNEL WINGWALL \ �� �i �`_� o �� CLASS II RIPRAP W/GEOTEXTILE (TYP.) N' ?•I D ETAI L U INLET TYPICAL (LT TO RT LOOKING DOWNSTREAM) NOT TO SCALE Var 19' - TIE TO EXISTING BANK CLA55 II RIPRAP VAR. 9' (1 BARREL) - 13' (EXIST. CHANNEL) EST TON CLASS II RIPRAP = 56 TONS EST GEOTEXTILE = 84 SY DDE = 92 CY DETAIL D LATERAL 'V' DITCH ( Not to Scale) b Natural Fill Ground `?') p '3�� 1"/Ft. Slope d Geotexti le Min. D= 1.2 Ft. Max. d = 1.0 Ft. Type of Liner= CI B Rip-Rap b= 5.0 Ft. FROM STA. 58 + 25 TO STA. 59 + 00 -L- LT DETAIL J LATERAL 'V' DITCH ( Not to Scale) Natural t- Fill Ground `�') p '��, 1'%Ft. Slope d Geotexti l e Min. D= 1.5 Ft. Max. d = 1.5 Ft. Type of Liner= CI I Rip-Rap b= 5 Ft. FROM STA. 24+75 TO STA. 25+45 -RPB- Ll DETAIL Q SPECIAL CUT DITCH w�l-IINGE ( Not to Scale) Natural Ground � .� Ot Front I4'I D � �o'`�e� Ditch �C Slope -'{ b'�� � Min. D =1.5 Ft. FROM STA. 115 + 00 TO STA. 115 + 72.32 -Y- LT � TIE TO '�r_ / WINGWALL �/ ����� GEOTEXTILE FROM STA. 66+40 TO STA. 67+20 -Y- LT VAR 1.0' SILL - 0' DETAIL E LATERAL 'V' DITCH ( Not to $cale) Natural � I �- ' Fill Ground 3•� D n�•.� 1'%Ft. Slope Min. D= 1.2 Ft. b = 5.0 Ft. FROM STA. 59 + 00 TO STA. 59 + 50 -L- LT FROM STA. 23 + 60 TO STA. 24 + 75 -RPB- LT DETAIL K SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) �NATURAL GROUND - - 4'7 .1 ��_._ D D� • Min. D= 1.0 Ft. FROM STA. 12 + 85 TO STA. 13 + 50 -LPB- RT DETAIL R BANK & SCOUR HOLE STABILIZATION ( Not to Scale) NATURAL G%Tl1RAL /8ED ELEV. �ATU�D �orr� TtOU ,<' 1.5�i� � GEOTEXTILE 1 EXISTW G SCOUR HOLE TYPE OF LINER= CLASS I RIPRAP STA. 15 + 83 -RPC- RT EST 5 TN CL I RR; 5ST GT STA. 22+36 -RPD- LT EST 22 TN CL I RR; 30 SY GT DETAIL V STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 3•� n�-.� Ground d � Geotextile B Min. D= 1.5 Ft. Max. d = 1.5 Ft. *When B is < 6.0' g= 2 Ft. Type of Liner= CI I Rip-Rap FROM STA. 12 + 49 TO STA. 12 + 59 -RPA- Rl DETAIL F SPECIAL CUT DITCH w�l-IINGE ( Not to Scale) Natural Ground u? 'l 1 0� Front b'• et Ditch �'I D F\d� Slope 6.0' I-- Min. D= See Below FROM STA. 75 + 50 TO STA. 77 + 50 -Y- LT Use Min. D =1.5 Ft. FROM STA. 14 + 70 TO STA. 16 + 02 -RPB- LT FROM STA. 12 + 72 TO STA. 13 + 50 -RPA- RT Use Min. D =1.1 Ft. DETAIL L SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) �NATU RAL GROUND - - - - - - 4'I .� � _ _ D �• d Min. D= 1.0 Ft. Type of Liner= PSRM Max d= 0.5 Ft. FROM STA. 13 + 50 TO STA. 14 + 30 -LPB- RT DETAIL M SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL �� GROUND �qR. D 1 � - � � d Geotextile Min. D= 1.0 Ft. Type of Liner= CI B Rip-Rap Max d= 1.0 Ft. DETAIL S PIPE INLET PROTECTION ( Not to Scale) M�,�, �F � �� TO q/< r"��,� �F Length = 30 Ft. d= Tie to Existing Top of Bank Est. = 65 Tons of Class II Rip-Rap FROM STA. 14 + 30 TO STA. 15 + 00 -LPB- RT CHANNEL BED (Variable) FROM STA. 81 + 58 TO STA. 81 + 80 -Y- LT Pipe or Ditch Outlet A L Square Prefoi Scour Hole (P (Rip Rap in basin not shown for clari Natural �����un� � -d PREFORMED SCOUR HOLE *NOT TO SCALE PLAN VIEW SECTION A-A p�� PIPE (d = 15" OR 18") �S ��p�c D PSRM INFLOW r _ •••,� . � LINER: CLASS B RIPRAP F�-- B�'1 �� WITH GEOTEXTILE MIN.1 TUCK STA. 25 + 70 -L- LT INSTALL LEVEL AND FLUSH WITH NATURAL GROUND A � B = 3.75' D= 1.0' W = 4.0' NOTES 1. FOR BASIN AND FOREBAY LAYOUTS SEE DETAILS SHEETS 2D-7 AND 2D-8. 2. FOREBAYS WITH PIPED INLETS SHALL BE LINED WITH CLASS B RIPRAP. 3. ACCESS BERM SHOULD BE PROVIDED FOR MAINTENANCE. 4. 6—INCH UNDERDRAIN IS THE PRIMARY DRAWDOWN DEVICE. 5. UNDERDRAIN PIPES SHOULD BE PLACED A MAXIMUM OF 5 FEET FROM THE EDGE OF THE BASIN AND MUST HAVE A MAXIMUM OF 10 FEET BETWEEN THE UNDERDRAIN PIPES. 6. UNDERDRAIN SHOULD BE BEDDED ON A THIN LAYER OF N0.57 WASHED STONE AND BACKFILLED TO A TOTAL MINIMUM STONE DEPTH OF 12 INCHES. 7. PERFORATED PIPE HOLES ARE 3✓'8 INCH IN DIAMETER AND LONGITUDINALLY SPACED 6 INCHES ON CENTER ALONG 4 ROWS. 8. TOP OF MEDIA FILTER MUST BE LEVEL. 9. IF BASIN IS USED TO COLLECT SEDIMENTATION AS AN EROSION CONTROL MEASURE, DO NOT INSTALL UNDERDRAIN PIPES, WASHED STONE, NOR ENGINEERED SOIL MEDIA FILTER UNTIL EROSION CONTROL MEASURES INSIDE MEDIA FILTER BASIN ARE REMOVED. REFERENCED SPECIAL DETAILS FOR "OUTLET CONTROL STRUCTURE DETAILS" SEE SHEET 2D-3 FOR "TRASH RACKS DETAILS" SEE SHEET 2D-4 FOR "CLEANOUT DETAIL" SEE SHEET 2D-5 FOR SLUICE GATE DETAILS SEE MANUFACTURER'S DIMENSIONS AND SPECIFICATIONS SPECIFICATIONS ENGINEERED SOIL MEDIA SHALL CONSIST OF: — 95-97% TYPE 2S OR TYPE 2MS COARSE SAND OF NON—LIMESTONE MATERIAL — 3-5% FINELY GROUND PINE BARK AS ORGANIC MATERIAL CLEANOUT (SEE SPECIAL DETAIL) N0.57 WASHED STONE �� � PERMEABLE � FILTER FABRIC SECTION C—C 6" PERFORATED PIPE WITH FILTER SOCK TRASH RACK (SEE SPECIAL DETAIL) OUTLET CONTROL STRUCTURE (SEE SPECIAL DETAIL) COMPACTED � �, — SOD FILL SOILI MED A � �.I ` ? o° V;�e o� �, � o o, eo , � � � �o 0 �o °o �o 0 o � � ° � p b � . G � � o � � L ^ � � .° � .� � � , � . V o4 �� � � � � � ..� � ' . � . � � � ' 4 . - o 0 0 , c � > � ` . o � .r> � . ' G � � G � �. L ,. ` C � p C> o p .� D o o ��.o �' o , � �N Q ."Q o4 .�Q . V� > � � p� ' � � o� o ' �/,( Q .`Q � � � o . ., o o e �. /� _ o e . � . . _ p . fY�f// n n n o 0 0 0 0 0 0 o n n � �� 0.5% MIN. ,_�__.�,_,��,°r..��_�__��__-�--�____ � FOR BASINS WITHOUT A BERM, TIE TO EXISTING GROUND OR PROPOSED SLOPE �'� ,� � — SOD I 1.0' MINIMUM FREEBOARD BETWEEN 50—YR SURFACE WATER ELEVATION & 50—YR STORM ELEVATION TOP OF EMBANKMENT � o � �' ,.�� M � ,,,. ���.°_� P LAN SEE SHEET 2D-7 FOR "PLAN VIEW — BASIN 1" SEE SHEET 2D-8 FOR "PLAN VIEW — BASIN 2" HALF—CUT ZOYSIA SOD ENGINEEREC MEDI� PERW FILTER N0.57 WASHED S' 6" PERFORATED PIPE W/FILTER SOCK PROFILE SECTION A—A WATER QUALITY VOLUME SECTION B—B rCRIVICFiDLC FILTER FABRIC �0' MAXIMUM TOP OF BASIN �� TRASH RACK (SEE SPECIAL DETAIL) TOP OF MEDIA FILTER FOR ELEVATIONS D SOD� SEE "PLAN VIEW — BASIN 1" ON SHEET 2D-7 & SEE "PLAN VIEW — BASIN 2" ON SHEET 2D-8 � � _________ _____ __ ___ I� UNDERDRAIN � SOD ACCESS BERM� �� 5' MAXIMUM � 18" VARIABLE 12" MINIMUM BERM ELEVATION = 342.5' (BASIN 1) 10' MINIMUM /� BERM WIDTH � �'I �; i i L �Q� S� TIE TO EXISTING GROUND COMPACTED � OUTLET CONTROL STRUCTURE FILL (SEE SPECIAL DETAIL) OUTFLOW FILTER FABRIC OUTLET PROTECTION *NOT TO SCALE* - - ''-, � 1223 Jones Franklin Road PROJECT REFERENCE NO. SHEET NO. �_ f� ' ' � � License No. F-0377 ^\ \ I � i i l � ' �' I - ��� ETHERILL Raleigh, N.C.27606 /-5506 2D-7 •� � � i � � �' '� `. / . � ENGINEERING Bus: 919 851 8077 , -. � � , J � , �� � - FaX: 9i9 a5i sio� R�W SHEET NO. ` � � �\ � �, � � � � , � I � ', � � /'''•.. � �..� ��l '��o �� �����oO��"���� � � ��' �� ,_ � , ROADWAY DESIGN HYDRAULICS � _ _ I �' .�,� _ _ � � TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER i ; , �` ' � � % �� � `' �` � � " � __ _-� - - _- - _ CNIL/SITE DESIGN - Gl5/GP - CONSTRUCTION OBSERVATION 5 u--_- �' / . : - 50' 0' 50' i / � � �� ' ; � � � ��"� 1 �. � � � � '�� l / '�� � �, f � �0� �' � GRAPHIC SCALE ��S ��,� , � , : � r -� � , . � _ � � MEDIA FILTER BASIN DIMENSIONS \��� — � - �P� '� BASIN VOLUME WATER QUALITY / � DOCUMENT NOT CONSIDERED FINAL PROJECT BASIN FILTER FILTER BERM SIDE TOP ELEVATION RISER BERM � - ' UNLESS ALL SIGNATURES COMPLETED BASIN REQUIRED VOLUME PROVIDED , STATION DEPTH LENGTH WIDTH WIDTH SLOPE MEDIA FILTER ELEVATION ELEVATION � (cf) (cfi) _ 2�i�—�', 1 -L- 47+63 (LT) 4442 4492 1.4' 110' 22' 10' 4:1 339.30' 340.70' 342.50' �� , ,,%� �,� � - V COORDINATE TABLE _ RETAI N SYSTEM ��Ge � / CORNERS OF TOP OF MEDIA FILTER BASIN 1 � ,' �� _ � ` ^'� .� , � - _ P � � = � � ,; � ; , � ,�; �`� NORTHING EASTING ELEVATION �� � ,`, - �, � ; �/ ,j ;' I 1' o' � ;�� ��� ���"' � � �� C L 6 RI P RA�` �r ;; ��� � O i I ,l ,��; � ; � _�-:. �' � ; � i I� �1 764,272.1017 2,059,419.8878 339.30 ������ /�� � _ � �( � 'J ,l' � , l '; , i � _ ;' % / �. / ETRRIT N ,/ S O � t j � , ,; � �� � _�� t�� - i , , � � r / i � � r% � , I � 1� O2 764 , 264 . 8389 2, 059 , 440 . 6544 339 . 30 1 I+, E ST ('jT �j SY ;�� �' � � �'� � ;'(1 � � - � � i� � _ p : p � �, � � � �3 764 , 368 . 6719 2 , 059 , 476 . 9684 339 . 30 � �� I ,� , �� ��� ,;�� _ � ,i� � � l � l �� Q, � . ���� � ,,, � I , '- �� � � ` � , - :s O4 764, 375 . 9347 2, 059, 456. 2018 339 .30 +� `� i `� '� _ ,. , r � I �,� � � ,= , , `� ,� -� .�`'� . ' '� i � ,� ; �, .�`� � I �o I�� � _ � ,,� , � , COORDINATE TABLE � � `� i� � FOR OUTLET CONTROL STRUCTURE DETAILS � I � ' CORNERS OF BOTTOM OF FOREBAY FOR BASIN 1 �� SEE SHEETS 2D-3 AND 2D-4 4 � i I � � � � � U� � J „ , � � �' � �� i FOR 6 UNDERDRAIN DETAILS n I � I i N RTHIN EA TIN ELEVATI N- _ � I 0 G S G 0 � -C � SEE SHEETS 2D-2 AND 2D-3 ', � s _ , � � ' � � ��, O5 764 250 . 7141 2 059 420 . 4591 336 . 30 � � �i � , � � � •`�� � � - �'�, I � ,' � � � � � � > > > I � � � 1 . �� i � � � � ELE = 342'5 � �' � ; ' � � � BE � , ° C � ' RETAI N SYSTEM , O6 764,248.0730 2,059,428.0106 336.30 ' '� i �I i , • I 1 �i '� i ; � � FOR FOREBAY DETAIL $ _ ___ __-_ ' ' � I i � I �1 ��, _ _ _ _ _ •i� � � � _ _- i � _� � 7 7 4 2 . 4 2 42 . 1 . _ 6 50 90 8 059 9 00 0 336 30 E HEE D O > > > I � SE S T 2 5 „ : = 340 , � i .. _ r 40 ,._.._.._.. '. � i � i I . • � .. . i '� „_. -• - � � � i � � - . '�� ' I _.._.._.._ , . , 8 764 253 . 5459 2 059 421 . 4495 336 . 30 r . --••���-" . , .... � � � � � , ; , , , � „ . � � �_ .... � �� . �`� O - . .... ! r � � I I �, I ,�,�.._ .................................. ...., , � ; � r , �.� ,. . \ r „ „ . „ i I � . 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SHEET NO. ��� �� Raleigh, N.C. 27606 1 j \ i I Y�Y ETHER I LL License No. F-0377 /-5506 2D -8 � � BaX: 9i9 asi s�o� R�W SHEET NO. 2Q1 ENGINEERING ``S�S � � �� ' CS P �" : ROADWAY DESIGN HYDRAULICS 8�`` �I ' ' �' ' � ! � ' i� i�J �� ��^�� ��,( �I_ � ELB��� � TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER , ��� , I � �� �� �� � � � � � ,� � � � � � �� Rt.i P _ � _ __ ' �l � �� � "� CNIL/SITE DESIGN Gl5/GPS CONSTRUCTION OBSERVATION 50 0' 50 � � � � � � � '� i� � �� I'/r. . � � � I � � �� - —�,���1 � � � � � �� � � � � - �- � ; I � � -� �� � 1 ��� _ � � � � i � � � � I� - � ! 2G1— 4�" ; � � I _ _ GRAPHIC S�A�E MEDIA FILTER BASIN DIMENSIONS .;�; ; � I i � � _ �_ - � _ __ - _ � i - G ����i , � - — _ BASIN VOLUME WATER QUALITY � I \\ � _ � ,,,. PROJECT BASIN FILTER FILTER BERM SIDE TOP ELEVATION RISER BERM I ,, BASIN REQUIRED VOLUME PROVIDED , '', ' � � � STATION ( cf ) ( cf ) DEPTH LENGTH WIDTH WIDTH SLOPE MEDIA FI LTER ELEVATION ELEVATION .`� , � I i O.. 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GUARDRAIL � �, � \ , '__ _ ' - �_ � " - -�_;_-�, c?-,-_ �_ - - CO p4 � ,�- - T ,_ �-���� _ _ = i�, - ��� � DI \ ` � -- _ - � _ _ __- � _ -{-' � , _ � � � 1_, , ���� �"' _� , , �_. �, ` � - ��- -_�-- �'� �- �� 1�-, � �, � I � �- � , � � � � � --- _� � , � __ _ � _ �, � � ; �,. , --- - -v- � ��. `, : . � � � �f��� - - - � � �� ` � � - �. � � � ` _ $ � � � � � � � �� �; � - - - �� '� � � � � ��_ e �\ \ -- _= LATERAL BASE DITCH � �, � ,,---�r �� I _ - �: - - - - - _ " - -- � - . SEE DETAIL B � ;: -' ! , - �i �- - !-� -- - � � �,, � -'� � � � � �! , � - - - _ � -- `;' �\ �T2G1-D _ � - ,- ; - � r_� _- -_ _ �- -,� P r � _ - - - - - - _ - - -- -- - - �n � � � -. � \, _�_ �- 040 = _ - - -- - - - - - --- :,: '�� � - h' �� � y_ �r �✓ � - - - _ - �,n - � _ _ � ��`\ � ,� _:` � 0414 = =--_ - - � -- - ' � '� � _ =-- - -�1�- - -- �� - - F'- �, �,\ " _ _ � � _ - _ , - � ' _ - --- � - ` - - ; �_ -�,- - � - , w _;: � ,- ,. „ � ��� ���_, ,; � �"- �- - - _ ;� .-"_. , , , ��� - ,�- � -- - - �.�7bVA$LE�ILt - -- - _ � `- -- - -- - - w - - - __ _ r � (, r \� \ � �' � _ ' - _ _ -- _ `� r� i O I � c�y . �� r -- � - � - , - ' - - - -- -- - - - � � � �, N � �_ _ �- - - - ---- --_-= ---- -- - = , 04U9 - - � - _ - - -- , - - �`-��� , � L�� � - - � � Wl � � - � - - - 1- - ` ''i R YE MH, - - - T � g�M� e � �� � �'^' "� ��� ; = , -� � �_� - --- - DI " - 0403 � - --- _L�_ � - � ' "� 5 cP �allo c - - 5„ CONC.-►SC = - --- - - - - - - - _ ,�� :�, , _ ; ; � -� � � s`�-- Q _ T � , �_, -_ � �_ '5" CONC. 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' . . - i _ rZ _ � _ . / T�/ , � + 00�0 V �`�I +0�.00 � �� _ - - �' �,. rr � `�� �� +78. 9 ,� � � ��' F �OM R, W - , , ,- , � � 51.23 RT. �' ;��,�v � - � � -� �o`� � i � � � �� � �- J � ; €�f'. R�W RT. �"' o '4' LATERAL W I� 040 �� B'��p� �� a =� +50.00 BASE DITCH `� �' F �" '� �: C � �� ' M o +70.00 +OOA �� �ESTRGT 14�SY � � I� 7� �?> I �: � °� '� �°rY'��, � '��� p � � �� SEE DETAIL A � ,�� p 70.00 RT. _L- END C&G EX SE , �� EX SE ., `� +50.00 +55.00 � � � � ' \-Y6- POT Sto. 10�00.00 = � � 0 75.00 RT. + 5. 8 80.00 I�T. �- � C�-r��� >�� � � +00.00 75.00 RT. � � , � 7 � � � , �,� +,25 00 � - I � -L - POC Sta. 32 f06.57 + + I �5.0o R . � � ' � � ' � � �� � � 100 TAPER 75.00 RT. -L- � � � -Y�� � ; � � �� � � � +95.00 -� � +� _ ' � ? ��.00 LT. � 100' ER EX. R�N RT. 0 250' FULL LEFT TURN t9�,NE � ,� EX. R�%/V/ RT. � �, �> � <%� - raP �s.00 Rr. o ,,� �� � � �-,�-r' � bs.�'��Rr. ��° ���- I, ` ��� �i 250' FULL LEFT TURN LANE � �, � � � L - P�C to.�3/ +30.82 � " ,� ` �"O � ' � ,� � �, + �T 44p + � � ��� �ND CONSTRUCTION r�Ns�r� I �� � ����, a � �� 100' LEFT TURN TAPER � � 01V �`,�, �� �� �� � � � �EFr � Ri� �� -�T � � Pt � �� �'� �� ��� �_ -Y6- STA. 11 + 25.00 Hr � ��', �� 67�18 �RT�/ � � GRP��/ ; �i ,% ����� � <� �� -Y6 - POT Sta. ll +70.00 � '� r � z � �,�,� �'" r / i �,`c�s� � << ,_. � � � � i /� ., � � �,� �i ���) , � , � ' RA�EIGH-DURHQM If��TEF�NATIONAL NOTE: DO NOT DISTURB TREE �� >���� -�� 23i BM Ig'�{y - F'� 3q�, -Yl -�GAT EW AY CENT ER BLV D.1 Pl Sta l0 +90.57 p= 7° 43' 2/.7" (LT J D = 4°l6'12.0" L = 180.86' T = 90.57' R = 1,34/.82' SE= EXIST.FT/FT -L - (AV lAT lON PARKW AY) Pl Sta 26 +25.20 Pl Sto 34 +89.38 �= 37° 07' 16.9" �LT l �= 5° 39' 45.6" f RT � D= 3° 32' 12.4" D= 0° 47' 25.0" L = 1,049.58' L = 7/6.53' T = 543.95' T = 358.56' R = 1,620.00' R = 7,250.00' SE = 0.04 FT /FT SE = NC DS = 50 MPH DS = 50 MPH � PAVEMENT REMOVAL � REVISED SIGNAL SEE SHEET 2B-2 FOR -YS- AND -Y6- INTERSECTION DETAILS SEE SHEET 11 FOR -L- PROFILE SEE SHEET 16 FOR -Y5- AND -Y6- PROFILES SEE SHEET 2D-1 FOR DITCH DETAILS REVISIONS A - WAn IMN f )7/06i17 RIGHT OF WAY REVISION: ADDED TCE TO PARCEL 77, RT OF RPC. -WEl,reo) LOOP C Pls Sta n+35J2 Pl S�o /9+2374 PI 510 2/+3855 6s = 28' 38' 52.4' �_ l00' lP 51P fLT10 =/55' 56' 36B !LT Ls = 200.00' D= 38' ll' 49.9' D= 28' 38' 52.�1 LT = 135J2' L= 262.32' L= 54435' ST = 6830' T= 17939' T= 938.65' R = 150A0' R = 200A0' � � � LI i �� �MPoNY � X �\ \.o�'*� F��e` i; rv ; ��%' � � V �'B r �sT� 2orR coio N ��� % , "� ��C���NE ,Y S ,�GH�ANESp 0�� � \. , ,7 , �;� (� T 8 9 � \ {' / J BERM V DITCH /l �� IS �� j / / ./ I�I I � �� �M� T 9 �+OO OO �S � �� * . rt6EE DETAIL H � WAKE � ATEWAY. I I � � � , � � � � Q2 i4,=y i , ._ � � �� �s �� / � / � ' ��. �r� ia�a eM ����5 F� �ay � a�J \ ��� � � � 1/, / � +so.00 k � � / �, m / �/ //� / / / / r� // / FZ.� IIl � I 1O1D0 LT. �2P� �s " i, �e, ' � �� � �M�iv 'I � 4� _ ,so . �a.00 ,% s. � � /. � � � � � I' � � h � �� � � fc,. � � 101_0' 87.47 Li. �-15 � S /.� / / / 8 �CP / , J 03 .. FS 104.00 LT. � � � #/ � `_h � ,/ � � `--� {� ro , �l I / / / // � / � � � � �I� � / � ii I � �DO +70 k 0 � � �5 izza i Fa�ei„ aood PROJECT REFERENCE NO. SHEET NO. " � h � ` "`°° 1-5506 5 ��a ETHERILL �- .raan ENGINEERING e�. 99 Bs eon 1 : ets esi eio� RNJ SHEET NO. �X�S �O, 7Rµ5qMT,1TqN P(µM�AG/OES�Y - BR/Oi£/SfNUC7UHE qE5K.1Y ROADNGIN DRSIGN ENGINEERS �',�I � S cwaivre r�sirav - c�sicPs - mxsne,rr�av aes�tiv,vbx �p,0 � �� , .�, /� r,-_ � � � � / � � ; � - , 104.0 DOCUMENT NOT CONStDERED FINAL �� � / Sex3 \ �� /� .F.l' /� � � / / / /� �/ / / (� �� I i �� I GI � �� �/ Siy � � / 4 � l � � ��/ � �ti .z:� / / \ / � }7'. � � / � � /� l I / l I �,II / I � �� � REMOCP ] \ FE y�r d O50 �. ��, / % � �� / / / / � �i/ �� � i� l %�, � , , � 0 ,z P SE = EX�ST. SE = A8 , " ?G � y� � � i /' / i � ti� � 1- -; i i o a f y / / / � / / / �. 2GI � RA1IP C � � / � � \ /,?�, � � l �l ; � � l � 1 � � as� o �� I i 5 Pls S�a 14+68A7 PI Sfo 19+68b4 Pl Sto 25+4626 � � �8 _., ` �`s / <' �' � ,�'��\ � � l l � � �� pll � � ll ,p�� �' � l = , , I �� 65 = 4 26' 433' �- 3243' 00.4 fRTJ �- 50' 06' DOA' lLTI "- � / i/a, ,r /� O ��i L \ I (�I(.�,� m/� � �Jf,� � � � �Q� '/ � i � 5x11 f zo \ `. / l l /`/ //' ll / � � Pg/ il 1 �, \ Ls = 225.00' D= 3' 57' 052 D=/5' /6' 439' .� s LT = /50A5' L = 82797' L = 327.9b' '� �Muh FFa� �sraTE \� � � '°s / t _s� ��� zm; `� C � _ , `� � � /+ // � � /? ! / / � � o� ' °' J I{dLF11_H, LLC: 4AJ` � S� \� � � �/ / // % \ , \ AUAeI�ur.Ae_EOMFArav° i . Y� � � /y�'�� � , j o 1/ l l �'�7� � .6 � l� \ ST = 75.04� T= 4255r T= i7526� � � R = /,450.QD' R = 375A0' � � � \� \ ��� � / � � SE = EXIST. SE = OA6 FT✓FT. \ oe i��Fa - v�: �or � /� � � �// \\/ /�, �/ I i � �i I� ✓� o eM i3i�� - �� a Y, ' 0 6iQ, / � `F / �-� / (� � ��� -!. ` ` ;� -L- lAVIATION PARKWAYJ i� � � � �' � s a ����' C `Q a �- � � � '� � � �� ✓ �� EGIN CO��TRUCTION � I' � _ � i _ � � PI Slo 34+g9,38 Pl Sto 56+/295 PI Sto 73+3079 � \ ✓ � � // � -r- ar. srn. �q�s+oo.00 � � � ' � � � � = 5' 35 45.6' fRTI � _ % 00' 46.6' fRTI � = 80' 24' 45.3' fLTI ' � � ' � �' � , /`"•�'�"� >� \\ p � � �� � � � � � � � � � � ` � o D= 0' 47' 25A' D= 0' 57' 46.6' D= 3' 34' 34.9' � � '� � N' ' , � Fs �� �'� �t / " ' ��jj � �' r,; � � � � ��� � l c��� ' y � ��' s n �'/ ',,�� � r i s� \\ /� / t� r� , , \ L= 6.53' L= 72827' L= 2248.46' I I� \ T = 35856' T = 36459' T = 1354J6' � � ;�i � ' �� N , � a /;'' �' %; �. /�,�^f '� RETAW � a �� �/�� � � � _ z�� R = 7,250.0�0' R = 5.950.(a0' R = b602.08' �-U/ ,���/� �� n s�?�.� ;''' � ' j �' _ �� svsreM � � � �� `' j� � j � - � _ _ / � -�. ose � osb SE= NC SE= NC � �� SE= 0.04 FT/FT �,��,; �'� '�sa�"�'� �``� � � ��' � , � ��' _.� � � � II � E�o I ! � j /- I 1 �� \��``? is� csv w� OS = 50 MPH DS = 45 MPH DS = 50 MPH , „/ i / � � <' / � �� �� � �' � ti� ose 1� � � I / R M LE r �� C/ NEMOVE 971' 1 �, V �� 2 ELBOWS \ �� ���� / �'� � / � � � �/� 7 s.. l I / / I Y �SL PS I ��/ r � � /r"'j OF 48' RCR e.^ 056 � � ` � - � � � � � � /� � i,�� /n i _ 059 � � � � � l 5+�8 5 . l, %` � %I t �� �� , � � y _ ; ,� ,';���' ��,�� �'j� --, �� _� ;, � j` -�c- PRc sro. z3f�o.� �o��R �� � l 11/j� j, �� (,l � / � � �` ; E � � • � z�i-n� �� � � � � F , . � r� � �, / i: � � I I � ��� r. '" � / fi� �,� / � I .s ,�.: ( 5...� ` 24" RCP III R$TAi � � / .72 / �/ _ 1- ; ' � w�i�"�J' l �' `�I�, �MOFi FtEr�� r_sTArE Z�J f : � , �r; / �:.;�� �, / ! � y � � ose9�� ��j/ sNsr�M / �� �h / � . � ? .. c _a �"�/ �'., I r � � � � 1 1 � � o � / � / / I � � J `,-� �� o OP NALCI �H. LI C / - 'a4. � � � , � / � � � �\./�/ � �� i � �� � � ��/ � / i� � � 056 \ /^�/"� �� � � I� A CELAWAP.E LIMITED // '- � �l� ��I� / /�p`�� � � / � / {/ _ 561 1 � N'�"so � � /� l�l � � `���I n8 �I15�64 r`�p PA�IYh /� � - �� a � h%' sr /� �si - �� � =- �� l ! l\ l\ /� l/� j/������ / I % .=c �. � ,,.c�� ^.\ 4,�.-u 1 I ' _Gi 3pi s� E ,\ //�/ //� I-.Y��.��_ BM 1934 - rG 313 +a9?83 � � � J �. ` /j/- �\\ l l l l� _, I i� ' / '` �I 1 ose Z Z ��..1,1 F � ' �/ / ��}� 4.� � 2 <+ q1�EG���i"(d� FENCE C'1� � / : � � / /� 9�_ � / / / � / _ z 056 SPECIALBq CK � RB � � - ` //�' ) s // F.� � / �A� � / i�� � � \\\ I I / ' l I I F �� CUT DITGM � 1, d�5 \ \ ? � �I ��l �I� ���7�� � o�/ ��, � �� �/ . �i� � !/� ii�� / � � ��� �� . , � I � � I � I /� � _r� L SEE DETA K,L.& M� V'� � � �� // I �,i � �/ � \� / // / / / / p / �� �drLP.TE�L BA IIfCH ' R�EM�pVE d0' I �. m 1/ / �� { �� o � � r _ ' � �, 6 ���� � % ' %�� ; %� j�� � � �� \\\ l I � I � RqTAI � B n �a ���� �� 5 C_ ,� � �$„ rscr � `�' a z'�"oc� �'^� /V/I� �l� `"� �? v ... , / s.� J � �@CP � ' /� / �'� ll. ; - � � S ..� �� a i � �u� � % \ \\.. 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S�.J � � , / Pg // \ '�� ���058 / I�i �i { �j ? j } :FioKaa�.e � i � 1 c_ � I ob � � j � `�;� urean� ens itiEicn �� �� � l *oo lPC STA. 16+79.94 RerniN svsreM \\, / � � �F ��i j�j�. :m. � _ � � � � Au�7aDE �ArEwa�r i. ���_ . � I�I -� � �-? wirH c� i R� va4P � � - � I �I aA� � Tie To ex. ca� �r�.. ,, q.��' �� I I I� s I r_ �i�i u, . • o C' � - I A f! -I-'Th -ARf] IN �_If.11TED / � II I / I '1,� SEE DETAIL �yCy � .� � � / � 0) '- � � /I I / I I � / / l l � III '�(I lI'I �..J- .2�D'� I 1 I � N 1 0 6k4 G�,i i r r fMPAiI �II`�/ s� I I K �� I � �` l 7, �w � /� // ( � � •-�r I 1,` 1 �' - � �� CL B RIP RAP 5 / � � �\ - I / I I � �� � B EST RR 1 TON � FL ABL FI�.L / / i /�4 0 �'.22 mZT `j I Z�. f3M _�- Fi, r:��_, '`v I 1� c.. ;: � I �,:.; �, y EST GT 5 SY � � 5' ,NNrj � T� m �"' � y � � I�/ � �I � ��� �r=� � i�� � i i � � -LPC- PCC Sto. 17+4435 �� � � � � � � �� , � E � , i •o• m � � � ' � c� ° � °a BEGIN CONSTRUCTION � �`� �'I � II �� ��� � +z os� I � � � � � a,� /� �� ` � ' �� �i k� i � , � � � T �'_ � �. t1 �f i / �34 ` � Iw t � ,' 4.� � � ,-��.� � l s -LPC- SC 5/0. /2+ � � � e �. i � � � Y4- STA. 9+62.00 "R° ll -Y4- PC S►O. 9+4 4 r� � Q i � r s� i � � � /'� �iun,�s�eI /�� ' ' � I_�}��.l p `E ..�I I�S�� �.� I (l � TIE EXPRESSWAY GUTTER �I I I / S IP9 � i I I � L.rB � J O.I '�'�IZ / p2' ����� � I � ' I' � I � TO EXIST. GUTER I/ I I I / S l ,/ I� �� �Y� "�c� � � �I PL 18 j x yT 4' LATERAL 8A�'E DI H � 1 BEG. MILLED R MBLE STRIP 07 52 �32 I�� �� � - I� � � �`I� � I Y F i � 057 SEE DETAIL OL, � � i ots � ��/il �'� ' 40 -RPC- 'Jp' S� 6f98 i 4 -�rc- sTn. n+3 I �II I l l l�� � f � ' H ' 1 �� i I � � o r' , Z�/ ��`','� II ` PI � I I I � � S ���I - E � � / 103 � .. �g rv+ 5.50 R TAI VS EM / % ;� I� C I 4SS' \ \ u'O.. -Y4- PT SIO. 11+2/28 � � � � .00 I � I�I � � lavn- I Ir SPECIA� / � � � r � � I � � � J � i 1z' l �- ., � � \n »o i;� n � 1? %r I II � I S �icH � i � � I � � p -Y4- +70.00 / � _� / .,I I I I �40.00 �,�P, DETAI�/A ?� RPC- .02 TRANSITION ; // / / � ] SEOE DE IL P�11 � r /c � L t � U� �„i i I I> �`� - i, � � �/ I/ EX. RNJ R. rn i �'.O7 �� ��I �"_II � I Y4 75.00 LT. � SPECIAL.�AC OF a25.00 �� / 1� 0 TEK $X1SM ,1� ESSWAY 058 / � I r -. I �H I i. _ \� �.��' M i�z .00 � � cuRe,cur �rcH i �l; 9� �MEDin' �(L �b ry ER To T� I i I JJ11 � e_r � , I :; I II II I � �`' oi � � SH�Et . -� • si OTECTION I l � � � i��� j � � � _ P -PT ! `F �4 1� �� ,� = . l / ��I ! I� -YA- y- SE '(iETAIL �� 1 � S�� 2GI-A / � I I /� -- C �' - �� � I � 3' LATERA� BASE DI�T$H,. � � �\\ , ��.G. "/!�, ; 1 2 I� ; i I `�'II��I�� �. RN! LT .�d.00 � EXISTING GROUND =�r`�' - 4.68 , � �. � • I I II �/ �� MTTS/If lI% � Z3Z _ � �: ., `- a ..� � . I I EXTEND SIDEWALK SLOPE TO � � L- ' I I �1 F � / � O, SEE DETAI O, (' i ebc ww �r. I - <a.00 �r. s � - ,, � \ � - o. �; � � � � � � / -�B 5 S o. 0 00.0�1 � 36.9674 LT. _ C/ f �y I ,; �;� '�� ,x i. F i� ._ _� �nrro��caF-n I� � \ i / �= � / � - 5% l �.8 �8.� LJ,J I . 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RIP RAR �.➢ 'i 7 ' C �� 15" CSP W\ - __ _ - � _ _ RE OVE _ ; / r� � _ a`� - �a ��_n�ro �HF zl � , `\ , / 1-,: � =�= (054� �u�. ,/ I�� � I - I - i � 2 EL8 W � m/ � � 1 _ - � O 5 _ ] ti i 1 �RR 2 TO S � ` o oi r, -�f�WVJ- FCt�CE �oe so , ,� �,`� , � ,~ � �„ � , ` _ -;.. �" �. , ,_ �...;� _ - ,. ; -� _.. I � _ `}, , � `'\ o i ii � � .'::�� �, � �-- � N,N 1 -� . - - -�(- �� .o f . N '�.: I t I / � oso / _ � a ,.. . ��. N , ; m' ' r .. �. - _ I 052 '' � ':-._, .;.. _ � p �' - �..�.� -� ,. r.. - - ��- ,. � .,,.� o O50 , � , rll � ' � ; - , � -_ � GREU�;TL� . , �1 .. � _ _.- � 1v� � � �� ; hx. : �� � '�, :f.,� = J_�,'' F _ _ - -�ESLGT-I� SY � r � � ( i l --r� F.:.-..-�.� ., ., y_. , ,,.- .'/, E -r., __--� - , ,. i , . C - _ . .,.., �. iL I ... `"(. oh ,. CBO I I � ' ' ' ,,1, ;' �, � -I�F- �- CB � - r "RCP-IV � '-1 '-� � 0 -�;-;.-'-' ...:., _ �_�._ �,�', , .� -{--- 54 _'_: - �- ,r'� .-r- '. E C � . � i 3 . � RCP-IV __ _ i � � � .i.�.� ,..� � . i ., -- -� �:,. � - C,. � � ,..� . __ - � ��..� _ �.. �; i I , � „I II - . __E- _ ', 059 ��s--` '..\ ' r - _ _ , � _. - _ - ' _ . � .. . _. � , . �, B �� CB � ' �� I ;��� % ' i ,!�� �:, � �, 15{ RCP-)V' � _ �' 059 .._ _ - _ -- . __ ._ _ " .._' - �v �. � � _' �,t'._ - - _ � - . . - �. , __- - i„__:_.,� - .,__ �� �- �..., - - - - - - - - _ - _ . - _ ' " v - - : r, d �"'d. - - . y _ � -. - � �. :-..`TC� _ _ /� - �_ - - - - - -- .-. � I, � �� -,�� - - _ _ - -- -- - _ _ _::CB '�-1 - - v ._ � ...��:. i �..: .� .. .__ y,�-. _.t , '�;s :y-- _ C8G �� x - �. `� � ' l ' � � � d � ., �_� ,�.:-�-... �,,. _ � , --�-- - -�"- - - --- / , � - .r7=- _* =-r - _ :, _ l�� = , -� - � _ �; - - - _ _ - - - - - - � - - - - - - -., . � ,. � , , -- •} , , - - .- - � "- , - -- --- �- - - - - - � Y- - -� y- - = - ---"L � - - -�- � - �;- �+- - � _ - _ '._ �H . _' __ � ,. - - ' _" _•��_ _ - __ - . - . 3 ti � , . _ - __ . ' ' :'. �: L�'> __ _-`� � ' _ _ "._ _ _ . _ - - . � - - - - . _ - _ ' - - �... . _ - - - _ � -- I - - - - - -� �. � i + ��- �� -. nFL �� �� -���- - . . _ p,� -- - - � /, . osoi UNLESS ALL SIGNATURES COMPLETED c RAMP B \ F- R P B- S R S S �o. 2 0+ 3 2 J 7 Pis Sto i2+00J6 P� Sio i5+i8.45 Pis Sto i8+32.32 Pis Sto 22+3258 Pi Sto 24+38.58 9s = T 09' 43l 0= 20 38' 05J' QTl Qs = i 09' 43J' 9s =/I' /8' 302 0=/5' S6' 271' lRTI � Ls = 300.A0' D= 4 46' 28T Ls = 300A0' Ls = 300A0' D= 7' 32' 20l � LT = 200J6' L= 432J7' LT = 20pJ6' LT = 200.41' L= 2/1.45' � �-3zPg� g ST =/Oi0J5' T= 2/8.45' ST = 100l5' ST = 10037' T= 106.41' as.00 �r. � R= 1200.00' R= 760.00' \ -are- 2 �� � OS = GO MPH/FT OS =.50 AIPH/FT -ao.00 \ i12.00 lL RALCIGH L11JRI'AM �, m Qir�aoR1 nu H�irv SRPB LOOP B �o� `' +sz.00 eN� ,yab r� ,9�_ P/ 5►0 /9+2795 Pls Sto 11+34,68 Pl Slo 15t9/.86 Pls 5/0 17+46.3/ „ � ,oe.00 �T. p= 92 4/' 075' fRT1 6ls = 24 54' 40.�t �_�l9' l0' 452 fRTJ Qs = 24 54' 40.4' �� D= 46' S7' 495' LS = 2(?OAO' D= 24 54' 40.� LS = 200A0' � -R"� L = /9736' LT = /34,68' L = 478.42' LT = 134.68' 3 � 90.00 LT �_��2 .�BE' ST = 67.89' R_ 23 � ST = 6T.89' F�- SE = A2 FT✓FT. SE = OAB FT/FT SPECIAL CUT DITCH wrFiINGE OS = 30 MPH 0 � SEE DETAIL I \ C -Y- / w _RPB- �-4� \ � I 162231 1 40 -�- ' on SR 1002 AVIATION PARKWAY � 6118 1544 2 800 �,h��\�, 37 00 a, W �% � _L- (SR 1002) � 700 � j� � PS IF �/ � AVIATION PKWY -RPB- t +32.17 4 �10��'� 85.00 LT. 2„�250 � -RPB- SC Sto.23+32J7 3asuo b� ���a 2aoo oe' I -LPB- CS $t0.16+78 2 RDU -RP� CENTER DR. 056 I + 58.00 � 7� 2GI 10000 LT IL4TERAL V DITCH � 2078 ADT 2018 ADT SEE DEI'AIL E � 2040 ADT 2040 ADT OS +06.28 I r P � RP� Z , I5.00 114.00 LT. l07 � I + iz o -RPB- PT Sto. 25+43b2 I 00.00 LT. �TERAL V DITCH SEE DETAII 1 06 I I -�- 5 +oo.oa -RPB- e m.ao �r. 25 (p OS 2' LATERAL BASE DITC CB r F SEE OETAIL C 053 END GRASS COVERE� ISLAND � LATERAI V OITCH BEGIN 5" CONC. ISLAND _�_ SEE DETAILS D 8 E_�_ -L- STA. 60+30.00 -01.43 +50.00 EX.2W L7. � � 140.00 LT. a � � uc n. � - - - ` �r� � � - - � ex. anv �T. -Y3- POT 510. 10+00.00 ' QS _ REMOVE 15" RCP, �, ,��a_ . _ _ � _ _ � p B AND 15" RCP -L- f0. '�' a � ,:- .�:" .�, a . - �stn g@L� - �.-c = . � r�, -.. - i� �O 18 052 0581 � -' - �y - -��, � r � r51ob Li PROP GUARb�L � �� 7gp�_ ��^ :,, --- - W CB B - � . �-� � s. � . =ra _- '� � � _ _ -i�;r':.- � � ., _ _ _ . �; WT - 52 0�.;.. - __- _ _ _ �:� � _ - _ __ _ , i _ . _ _ _ _ _ _ - � I � _ ' CB ' � I s..1 i� - � - Tr�'E -'"� - REM9vE;Ee-RE,�i6VE - N ,,. ..�, _ ... __. r� �-T.. _ _. - � _ -- _ �D -_ - �- � �iRAS -COOE ' - .. ., - - i - - - _ - - - �- . - " _ _ - '_ . - . , . . _ - - . ��� - _ _ - i`--- �� .:. � _ _ _ �'-4� , , " � 053 . �� �.� 5.5 -4v� � � �r L � r � � n,� os � � I Y' W T 3 0 RETAIN + EU L R � _ ' . , n�ir - - �CB ( LLJ �., - i ;; � N : , .� ry I O C I LA .. _ _ _ . � VE I AN6 - . �- � ' sn... �„ , .. �.� " .___ - _ '- t �� .. � .. � -, _ M TEMP. GRASS CO RED SL G d _ _ - _�� , � / � - - - 4 � � � cs _ s _r � _ - -- 7 � `� i tA -- - � - - - I CB - - - � ' - - - - . _ ' _� -� ._ . - - 1 6 _ _ - . - `c. - � - , .. i r _ _ - =�•. - _ _ - - �� �f��. -_ _ - _ � - - - - -r:N 059 .. .RE/.�'ODE LB �rr _ _ � - - ~ - T€N�SHORIN6-�? _ - - _- _ _-- _ - Jf---n - . _ -_ - - - - - - TEMP ' L3 � - _ _ -- - _ _ 1-0 __ Q � „ -- 54 I FLOWABLE FILLa � 054 - - - - - - -c FILL a8' OF �t5'RGP'rtND"Ft1% - - = _ � --- - _ . , . ..-,. , -�-� - _ QS�. _ 4FARY--SklO&lNfr- - �� - - .-GR"A55 C _ . _ f+ - - LOWABL F LL - - �i �'�.:s n _� �-- - «� O v �} . 18 RCP WITH O55 2G1 059 O �� ` �� f" � �� 054 ' ._" „ _ ^ _-- .-....;,_ G � . _-- - -_ - .. - �� ' .0 0 .'.ni:.N .,.�ar a_ c../ r i i 2 ' __ �7 'J7� v/. _ -_ - __ -i � __ OVERED 1 y�. � - � �� � �� RGP-IV_ - -- 0 - N ` - r� (n ^ - � ABLE_ELLL_ - - - - _ - - - - � '- � - < - LE FILL ' � < - /d - - SB _._. _ - _ �-� �. - .--- ��- ' - - ^ -- - _ - .i_ 5 - � � _- _' ,; � , � / � r- � �. v , ..:r �-,. 0511 �I.. � 052 � � - '�� F_ rWa BST _ o � - I i �L / FLOWAB � L�- i v � O J ... _ - - ,��� '' _ C9 _- -' ' 059 B -_ .- S8E TL-3 .__ C0 TYRE=HV� TB 58 O �w� �. .,,I�. - -_ _ - _- _- - Y 52 0 - ^=�„n<� _ � , - - v4N P-=t"� _ . -� I '"_ . _ ,.-_ _. ��_ -. __ . . , . ". � '�� � Iz ly l J LANE __ S �_I. _ �"- P _-- _ -__- 5 L - + - � � --, osa = ._-� ,= -� a/'- � - � --- - -- sz � � or' -�,r - - �`-� ,`- d' _ - _ , �:, . .� �, _ . ' .T m .'l. `I . ______���_ 050. - - ..-�- - - - - 140'FUIL LEff TURN - - .IS' ND , . !i . _ _ _ __ a O �- N w _ - - c���` - _^i- .. . . �- .. � � �. RETAI � - _ I�,' REMOVE GUARDRAIL M � F ,p �B 1 /O I �Ql� .,;p '� _ _ I - " - --- - - _ - - ca � �► , oss� F _`._- _ - - - aennovesa -�,_ - -� - � Z --- �- - - --- ;z- - �--_ --- -- F ad � _ '' _ ------- ----� - -- - = W/ - - - - _ - - - - -- -__- -- _ , _ __ _ _ _ _ _ � ; r � 6,: - ,.,. r���� r-- ^,_,�?� _ - ` -- - � � - - - -�- ' -LPC- POT Sto.19+53A2 = c : s e � i l 5 � `c ,_ � za _ F - - ^ - , , - - - � -- - ---r_ _ _ --. __ _ . __, �. „ ..:� .. .. ,-� _, --P- - � + > C�j�, �%�c. _ _ � --� - J ., , ., , ��-,. ., . , -r, . .., ., _ .��.: . . � ..� . .� � . .� . ..� _ � . � � . � �" . . � " TRANSITION EXPRESSWAY GUTfER �\ G �/ � i - - , - - � 808. -- 0 �6� . ^ -- __ _ - '_ - - Q -..�,�1�i _-�F +r�- . . .. ,,. ,v � ti� �� . _ � . � x' ` _ _ . .- i, ' ' '� _ ____ _ _ __ . _ - .M� 2GI ,- ' o J 5 I _ / _ / - . . �_rv. - .. J' '��.� .� -v�. �_ . 'ir'."w..-`-`- � � % ! 4+4 � = � i �/ \ _ _ ./. ..--. . .; .-. .:--, -� - � /�. ,w� / r � � �- � J' - . � �UARO ___ _ ' 0 _ ' � � l � } .�, �: , . !t PT / 4+ o L �o. 46 _22A¢, ,_ �, r�s��rFeaoTecrioN -��'�,-r,�� �- - S o. 2 3535 � _ � ` asa _. _ . s � � ,_ � � � � _ � w � /L � ,� , / aai� _ _ a - - = V- ��a=. <-�, -SRPD- � S"t0=lO�'E�O.OA_,. I I� �, � l�, ^ l I W � -' r , i � / � aeMo e ce, II �i, _ _ �` �! t!1 �-_r V -L- PT Sto. 38+4736 m = o � r , _ , c�� ; ��, � ` � �� _ _ � �, , , � : t _ i f-_ _ � 3 ; : BEGW UA CL B RI�� � . . OFF ,3F�RT. -' i., O55 � I \ � � _.-.� .� 50'TAPER -L- POT S�O. SO'fGI,O�J ' � / /y / �/ / 2 ;� I� _ N ZS�4.I OO..�W , ,' ; ,` �� . ' � B � h. C T�b IS' MP REMOVE lY' RCfJ t.� �., F� Ai.l. . . � I i -Y4- T i ��{ � ` +43 00 EST RR 3 TONS ` _� t �� EX I I \m' � f -%- t�. � % �i � la l �/ � / s I a /� P�O-� �52 z E fX ST��1G - , � REMp r � 053 -- _ _ ��' y i I k.� � ! AND CB '-I-- �I . � PO S O. GO.iXJ EST GT 10 SY ` �S " IO I '.l�v J; � � 52 :, (B -- -' -' - �E I p� /�'.1 >`�I � II � � l I �"�"� � � .F ` L- Cs.., � l 04ys SW'la'L6'K. Sex4�_ - - °' RCP �02 � -L- �V% Sl�..38'�'65.��l �. � / � z CL 8 RIP R�9P LL I � - -RP - � 'f� �_ : � N t' a ��/ / / / 4 � n� f - � -: z _ �J'. � - _ - - ANd.,� 1 I _�_ �� a<-ua e., \.� , ' � �CB�. - -F L- �� I Y3- 00.00 W . � . 1 SI � EEST GT 7�Y5 I ,rY - _ O. .�. . ���'�, l��'�\%.l // �II / / h l � �n C�� �-r ��; � /U-'. � 057 V1A&Lf FiLL F l,E - E I � _ -L- 78.00 RT. .. i � a3_Fi . � 5: � � I �i � � ' .,? Ln�;1+�NL - _ r - _�_ � _ I ' � 65.00 LT. +00.00 � � � J � 36' TYP -L- _L_ / 415.00 I � 02 18.5 �2 ��. � I � j � `' 's sdsr� % � � / � '� \ -RPA- SC �►0.23 4193 ' c - � o � IIiI -rs- I T. I I3 �fJ � /\ i/ / ,f /fs' +45.00 �11360 100.A3 RT. Ilul 78.00 RT. 100' 225' FULL LANE . I t' END CONSTRUCTION [r I / �� / ��� �. � �� y ' �','� + I 125.00 RT. EX ILW RT. � � II I ��+�� � U r � �� Y3- I iI EX.2W LT. VAR. r TAPER i I �I TIE TOREEXIST. GU ER ER'� 058 / .' � �7 � ��/ Q � � � � -RPA- 325' iRqNS1710N Ex � w`*�I I �I'�I � bp� 50' TAPER s p. � J CL B RIP RAP 95�4 p I� 50' TAPER � I � I / i( J��� 7 O �yy�. �\�Q- O57 \ EST RR 2 TON 80.00 RT. MEDIqN Ri. - M� � �I � TAPER FULL L.4NE � _L_ �nT 5��. 4G,�,36.�5 / '� ' I� II _ END MILL RUMBLE STRIP � / �/\�s./ ] - /// % Q � EST GT 7 SY -� �j ��i„+ I � I A � I���� � rv .� .� r ^� I -v- ar_ sra ni � �i aoir .'�� , R � � � -�._,_; r,,' S � a /F +ss.00 I I' -RP�- P�T StO. 29'fOO.4�J � IOl� I� � BEGIN RESURFACING � COLLAR/� � I I / e/ // / Yv % O55 � �� - , -- , I ��I �� � I. I � � I�F I 1 4� -RPO- STA. 25+80.00 �; /� I % RE7AI,:� s � � � _x�� . ' / 116.13 aT. _ _ _ � -Ys -�'� I � ��i � `�. I , k � 1 j - Y- S T A. 1 1 1 F. 2. 8 / S - R P A- � I� I� I' � I' END GUARD&WIL l l l II l l l // \� n TB 18 w/MH / �' i �. � �,� '' -RPA- POT S1o. ZC) SO� +00.00 I�I I.. I � I I .. � � �� / Q +3535 ¢ � � ' � �I � � I ,�' 1 TIE TO E%. YSOUBLE �,/� / / .� j /� � ao.oa RT. -RP - Pa9T--51�26+53.62 = as.00 R. I I�I � m I^, �� F A C E D G Uf# R D R A I L /� / ��� I F;DI� �EMEP IV. I LC i tn ], '��� ��i c I n' �m �� t- � > � �°' _ � -L- lo. + -Y3- POT Sto.12+Q5.00 � � �� I � �' " Foo 00 ^ ivoh7N rARuuNa � .� �Z I� f'�� { ��� � � ��I � �l l� I �> �� �."ip"� � I � Ill��, s� ti ��� � LIMiTEG LIABILITf I,�MPAhIY � i r � � �. I „� < i _ i �� i 6500 LT. DG' 13014 F� --lU -Y4- fGATEWAY CENTRE BLVDJ � � � j � � �� � � �� � ��� �' � � �� � � _� � �i � -L- PRC Sto. 59+76,63 � � ^� eM z� �s rc i�c� I �l ` � � I /m I I I I l I; l'r � j' / 9 .Q -RPA- � �' ' �,;r,�r 1� / i +at.9s � END ONSTRUCTION � � � sexe�°'� �� // fi, l - o � �� � -Y3- TA.12+00.00 Pisro io+ss� � � -RP - Pr r 4� �'' �/ l/�� l�� r ji �� i` � _ �;� � ga.00 Rr. _ , ��� p = 1452'0/2'fLTJ � � � � ��S _ � � � � � ���� �c ,i i /� wir�N uMiiEo ��� �o I � � . "O ��\. PAPTNERSHIF � \G N�._1aM � - ' Z � � o5s r '� oe izz4e P� i � a� e ��W3�d' 3 � . / � � D - 8'25' 33I _ � � � � 4 � � � � �� � � � � QP r � �i ��'� �� ��� � w �� L = l%6.� �d�'� , r � � � � EX � 0 � ; "� s`�^"-r�; � �M 19�8 l�.. v15 � �F�. 4 / / �A / / � / / f/ 2GI-0 i � � . / �,y-'y'< � ^ 3� r = aa�ar �� �� � � J� , r�� / / � � � l � l � l ,z, j � � �j � ir ,, , ,. E� E.� S� �C�� � 6 � � � �� �I rr �� � � �yv � � ��i � � � �_� l � 72'pppS � , �, � + ,.� 0�51 � � � ��� � � /� , dQ' ��'c�� � �S .. � � ; J � � � �� � � � �� � � � l -RPA- SRS �5�0 25 .��i o � oeis � , � � � �i,�� �\ � �2F�ss.� � RAI FIUH-DIJRHAM � � I� C � I � I � � �I I � _ � � . Y' 2G ' i � Q � � � `�t'� ' � � iNT RNalioNn� � Fs, � o ,;� � �.���w� DE `S f'G 2JI � � �I � �� � I I I I I I� . _ p Z,S�„ e t � � . � � � �x EiM 159h - Pb _ �_ � � � � I �� _, /� �'0 �7 0 �( , ' ' _ y - l � � � �4� �� �� � 1 �1��1/1�1 l ��l � � � /, � � � �� � � F � _ � /' �. BOP / m � "qr �' � PAVEMENT REMOVAL ;s � II J "/ / 6/ �, �` � OSl7 �N /� / � / \� R�q'€E\ \ � / / Cj � I II � / / / / / I � ; RETAIN CONC "` ,/ O . S ./; / /R .�� �'�C REMOyE CB 15' CP s � � / � \���C �fyr � M+�Ear�� � �i � �� � I � � �� II � � _� � 4�ircH I ce �m is� e � o z�i � � � "s � / >�;.s � �\� �� a"+� � � � � REVISED SIGNALS i i s I J� � '� � �-�9 y � � � � EE SHEET 2&-2 FOR -Y4- INTERSECTION DETAIL � �' � � � �� ' ` % � % � � / � // � � � � � � ;'� � , F �,� �� , , � � �',� �aea � :.% ��- - 8'ANK ND SCOUR �� � ' O s � �e stp,aiuuTioN I �� � S� I � I /ae nir� I � � � � �� os�s � a i � � /� � ; � � ��'� "`�'y� � �� o"�`"�o-,r�- �� � I �EE SHEET 2B-3 fOR -RPC-,-LPC-, -RPD-, -LPB-,-RPA-, � see o BEGIN CONSTRUCTION i % i � � � zz � � �� � -RPD- STA. 22+11.35 � � � � �o�" p � ; � �" � � �� � / �m'.� �� �"��r"`{ � �� ,� � � AND -RPB- INTERSECTION DETAILS � `-.� � � �r � I � � � � , � � a � , �� . ,, ��1 F � � / �,� y^- � ��%/� � � SEE SHEET 2B-4 FOR -Y3- INTERSECTION DETAIL / � � \� : _ I I � � � y i .S � �c � � � ;� �� � °s� ,� +zs�9s s� / z � i �� / � / / SEE SHEET 2B-4 FOR STRUCTURFiPAVEMENT RELATIONSHIP \ ` c �t � ',� _ _ + �� � �� I � � � 0 9� / y �`� r✓ � �� c`' me.is ar /��� i �_ SEE SHEET 2D-1 THRU 2D-8 fOR DRAINAGE DETAlLS �' �� ; �� \ �: r ��� �� � �� � �� � ���4' �� � �� �'"� as �/� � / "/� �a< -L,e, �, . �, , � � � s �,o.<<,�„ ��o, ' �r� � I � I �p r' / �' �� � S�� , �, � �� > � SEE SHEET�13� OR2 ROR PROFROFILE � _j�` �Z, 3 � � � �� // � /� �/� ' � � � �� � / 23� � � � � SEE SHFETS 13 & 14 FOR -RPB- PROFILE \ � `� -RPa- sr sto.z�+�r�s l� l / / / , �'� � i ;, , � / '� ,/ ��°�� ' ���� � � � �� �� I I � �h� � �l � � � i � � WW ��i ��/ � SEE SHEET 14 FOR -RPD- PROFILE �' � � - � � � f /f IHP MI,P.RISVILLE (NCI '�/0 � \ tiT \\ w] I I / / I // / I\/ ,/ " ' / � J � � S'� � / � � N� / OWNER. LLI" � y y�o // � i, i SPEQAL NT CYITCH mf+��e � ;, � \ DB i5e54 - Fc 5e5 / SEE SHEET 15 FOR -LP� PROFILE tti� � �� \� ''� �� �$ �% ' � � r l i � � e i i see �erna q ��� i� +ob n ' � i � ��• � BM i9�s - �� �i , � SEE SHEET 15 FOR -SLPB- PROFILE � �� , 'j� k H�IIVF � � �� � � � � �' � �� � �� � E `"� �� � �� � � ��,� , i� � �" SEE SHEET 15 FOR -LPC- PROFILE S / 55 Puce i.a,s1 a�� ' � �� �Y S% � � � � � i� / j� � �f � �� � � SEE SHEET 16 FOR -Y3- PROFILE / oF ourweeo za� RCP � RQ�� '( �0 SEE � A. jlS �� ' zG�A' / �,a�� a: -� i ��� � ��" �c, � � � � SEE SHEET 16 FOR -Y4- PROFILE ,� zs E EE NEC +5 - � r � � � / � � �N H `T �. RETAIN ' P.�GH� S�E S )Q OQ " ;_ �/1, � ti��` - �S � I SEE SHEETS 17, 19 FOR -Y- PROFILE M �J� s � �� /� / ��� � � �., I SEE SHEETS S-1 THRU 5-? FOR STRUCTURE PLANS s "Y � � T � 6.,� G � ��/�96�� � j� / / LOGATION: S (� ��� '�. Q et�nove is�� cMe, � �� "��� � � � �� � TEMPORARY SHORING � IAND 24" RCP ^�' BERM V ITCH �// � I�,�.�� / " INTERCHANGE - I-40 AND SR 1002 (AVIATION PARKWAY) S � �� a � � � SEE D AIL H � r ' �` . '�l \ � / RAMP D RAMP D SPUR RA�IP A FF• �j/�, .,S _ r �� a�, :��_, F ` ' a �sP � � �' �-L- STA. 48+50+/- OFF 8.3' RT TO STA. 48+98+/- OFF 7' RT Pis Sto i3+n.46 P/ 5►0 /6+7/95 Pis Sto 20+26J9 P� S�o li+0iJ6 P� Sto �7+0795 Pls S�a �9+8i99 P►s S�o 22+6999 P� S�o 23+88.66 S x � FS � F<Bo wi oo �� � ��� � �� � 0= 97'0/'162fRT1 p= l9'28'38.4lRT7 6s = 5'09'23.8' 6s = 509'23.� 0= 4'27'365'�LT7 yF SO 'f'A �'° 3 w,. ;5`„ ; y z,;, �� -�- sra.48+98+/- OFF 7' kr ro STA.49+73+/- OFF 7' Rr �S =�Oy 3O.B� �- ZO� SZ� .II.% iLTI eS =�O� .3O.B� � � � 9; �-�,, f TIP NO.: I-5506 COUNTY: WAKE Ls = 225A0' D= 3'4I'47.�1 Ls = 225.aD' D= 63'39'43l D= 446'28T Ls = 2/6.00' Ls = 2/6A0' D= 4'46'28T !� 'Op'9� �� ��m �/ ,� /�' -�- srA. st+a5+i OFF 7' RT TO sra. a2+sa+i OFF 7� Rr L= 152.40' L= 407.93' LT = 144.06' LT =/44.06� L= 93.4r �� �_ � _ -L- STA. 52+38+/- OFF 7' RT TO STA. 53+50+/- OFF lOJ' RT GRAPHIC SCALE LT = 150,04' L= 56473' LT = 150.04' osa �' '-RPA- C$ $/0. 19+0993 -L- STA. 45+74+/- OFF 15.6' RT TO STA. 48+50+/- OFF 8.3' RT OESIGNED BY: BA.M. ST = 75:04' T= 28553' ST = 75A4' T=/0/J6' T= 20595' ST = 72A6' ST = 72.06' T= 46.73' � -L- STA. 53+50+/- OFF lOJ' RT TO STA. 55+00+/- OFF 12.6' RT 50 95 0 0 1p0 �q =/�rr�� R= 90.00' R= 1,200.Oi0' R= 1,200,00' �'�"^�,�� �� /"i„ -Y- STA. 109+25+/- OFF 6.3' LT TO STA. 110+25+/- OFF 6.3' LT ii;�V "����- i i � i SE= EXIST. SE = A2 SE= 0.08 FT✓FT. SE= O.OG FT✓FT. �, �� �a�� \ -Y- STA. 109+25+/- OPF 6.3' RT TO STA. 110+25+/- OFF 6.3' RT cr+ecKeo ew e.�.w. oAre: OS = 60 MPH DS = 40 MPH �5 ��, �„ ��^ m -Y- STA. 109+50+/- OFF 79.2' RT TO STA. 110+36+/- OFF 79.2' RT PLAN$ N � N > w � 0 � W 3 r � � � J � J W V � Q � O w � � 0 W 0 0 Q O N i w � � 3 � 0 H 2 C� � � � 0 � 0 -L - (AV lAT lON PARKW AY) Pl Sta 73 +30.79 � = 80° 24' 45.3" (LT ) D = 3° 34' 34.9" L = 2,248.46' T = 1,354.16' R = 1,602.08' SE = 0.04 FT /FT DS = 50 MPH � 1� - ,J � ,<, W �--_ _ v� F �g�, a� - Wi L W _ _- N -- _ _ O -� O == O � 5;, � �vl � - — � - � — � J I W z J i V r � -Yl - l NAT IONAL GUARD DR.) Pl Sta l5 +38.84 0= 23° l4' 2/.4" l LT J D = 4° 38' 2/.6" L = 500.92' T = 253.95' R = 1,235a00' SE= EXIST. RALEI��;H-DUF�HAM aIRPOF�T AIJTHORITY �)L� ���h�- �'�a � �� BM I��)�i - ��; �-�� -L- STA. 68 + 70.00 END TIP PROJECT I-5 A NQRTH CAROLIf�IA �IMITED LIABI�ITY COMPANY DB 13014 - FG �40 BM 2003 �- PG I�,O �'� � RA�EIGH-DURHAM INTERNATIONAL �B 35h5 - �G �SI LM 19�19 - P�� 3�L � '/ � 1223 Jones Franklin Road ` I(� i� ' ,r � Raleigh, N.C. 27606 / '" -'� i' �� ETHERILL License No. F-0377 � c � � � � � � �'` Bus: 919 851 8077 �c. � � ENGINEERING % Fax: 919 851 8707 RA�EIGH-C�URHAM , �/ �o / � �_� �, �j', AI�'POP,T AUTHORITY �j � � � � � � _� � ` � �� 5 - �' �� � =� � / �/ � j � � � �� �� � /� � TRANSPORTATION PLANNING/DESIGN - BRIOGE/STRUCTURE DESIGN L� P�/I I)_1 `J - F' �_, _ �I l .r�� S s 1� / �� ; ��sr�-,� � � � ,,�Q� � � � �� CIVIL/SITE DESIGN - �l5/GPS - CONSTRUCTION OBSERVATION p � � S��- � � �� , � S�LS 2 , -✓ , �! ii� �� / '� i / �; /i� $� � ' �` � � � � ��'� / ,//i ,% � i ��.' � ',��� / �: � � j;� � �, , �/�� � ,, , �P' ' � �� � � , /` � � � i � \�\\/ � i ' � ; � ; ii - �- -,� �„-,� ` �' � � `� �� �� / `w� / ,�� '�' / � -�, �- 1�, � i �� ���� '� � ' i i i �' ,. .� � \ � i -,-,�`� � � � % �� ,�` ; �' '�,�,� � ,� / r � , , (�-;�. � /����/ � / :v-.�\� / �� / � /��Ci / //� / �i �� . ..-�� � � �� �� � �j �� �� � � �� � ' � � �� � / �O /�� ��v`'"�\ /� � /.. �� / //�� / �,� / " ��}� � J � �; �\� i j� � �� � , / � � � s .'J, 1- . �� � / / � ��v � � / \�j� / / / �/ "� / � � - ���// / � C � �I � s�°� �� ; � / \ � � / i / ,��'� � /,4 . �. � � j ����% / `� �/ ; /� i ° � // � / 'i / �% % r � �. � � � ,�; �^ J �� / �',o� ,/ � �% , X % / / / / / � � , �! �—L�-�C.'.t' �` � ,��0 ���� � ,�� �,� � ��� � � � . i `��^ ���V � � ' � � / � � � � /�/ / � / -�� '�� / � � /�G , � ' � %� � �� ��j � / � / � �.����r/ � i�%f-� �' / ��/ / Q� � e ��, ,s �� � / � , , , ;;- / �� j/� j � , � �� , z� � ? , �/ / ,'\\7��� - / 'e% / � / �,��y �j� �/�� � � �.� ,� •,;, ���j��� �� � � � /� � � � �,�� � � � ' � / ' ; w �/ � �� //e/ � / � � �- ,�j� / \>/' i � /�� / / ,/, �' , / � � � �/ � � � i/ i/ /, - �Q � ��� /i , � � �� � � � // / �y i // �y � �� �� � � �,:��j� U , �C �/�' / �' � \�/ / � / / J%- / ; /' /� , \Q �� , J;� / � /� �% ��i' / ( • � � �`/� , �/ i � � /� =�� /� �' ��� ! �� / i� �/ �;�'r�: � �i � i� �j/ � � � �� / " - ��.� �,t ;'�;>?, � , / i i , !i/% ' � / �/ ,�-'%;�% / � ����j e i / z� ./ / ����/ / /�� // \ /// \ �, � �� � � �-,�� � � / � ;V , , �i � � � ���''�� � � s� ��� � - �� � � � /� � ��, ' % \� \ %' ;,���j � �/ %/j/�% y �� / / k o �� �� ` �`_; �j /� / , � ���� v�/ � // �'���� / � / � �\ L �� �� ��� �/ �� ��� ��'� � � � � �' J=' +31 � � �' / / � / �\ � �� —` '% , �/�'�� � - ' �� ' '� � ` ,� � - �� , �� ' %��, � �-�,%r����/ � %�S / �j�� // iti I1 \ ,��o � ./ � i a N<s° �� j � <� .� „l � \, /% � � � ``�� � ���� �y �� �� ����� � / � / I � � i / � 0���� �Q Q� �, � ������y� // � �� �� �� „ Q'��, � ��-,' <`, � i i � �;���� �� � /�� �� .�� �,� ��������� RALEI�H-DUF�I-�AM % oN����' ii `' o' � � %�,�.�, INTERNATIOI�JA� / ;��� �, L. � � , c °LN�' ': �= // � `"��� `���. �\ ;,; DB �5h5 - Pr �,I � - ���' � � ��' �'���� �� �� � E, M I `a �� �j - � i, _, _� ,; ,\�Y� ��/ � ���� �2, ��� ,\\ r }y �"� � �jr / 2� ��` � ���D MILLING & OVERLA�(.� � END CONS�UCTION �; �� -� � , �. �„ � , „..,., - � �, � 1��� _vi_ o� c+„ i���.� �� >> —Y1— , � + 25.00 � 100.00 LT. �� %� i � ,.� i ,�,�. i i i , �� �� � � ����� � � - ��, i/ �l � �. , , , �' ' .� A�;��� � ��� y /�o; � ` �` "�� �, ���� �\, �� � �� �,/�!f/� � � � ��\�� � �. �. �� � , oL i \ � / � � >� i`��k� � ti � .. � � � i �.' . �' '� \ z `��� �� �; � �� i ���� �� � � ,, , �,� 1 \ �� �,� � ���'��� ���,> %` ' � � �, .� � Z��k � � 7 \ �� � �� �, ��� ��;A �� ,� � ��� i \\� , `\Z , � �� \ J� �'" �°� � \ � ��\ -_�\ _\\\�� p � �� � �, '�� � � � �� �� � \\����, �� � ��'�� � � � ' � �� ��� _ ��n O \\ \\ � \��\�,n �� � \ r oiL� ' �� \ \\ \ �� � � Y� � \ � I \ \ � `L ��� � ��\ \ . �� / � ` �`) \� \� �' � � `� VA ���� % �\ �` ' �—� ; `� � _ i� � :� /� � %''' � �� ,;� %� ��i'i;. � ��,\�p,� 26734 S� QP�� 35200 ,�: p� 2050 P��P,'� 2 700 3876 5100 28556 5925 37600 7800 ������� ��OO� O�♦ 2018 ADT 2040 ADT PROJECT REFERENCE NO. l -5506 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 6 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � REVISED SIGNAL SEE SHEET 12 FOR -L- PROFILE N � N > w � RAMP B Pls Sta l2 +00.16 Pl Sta l5 f18.45 Pls Sta l8 +32.32 Pls Sto 22 +32.58 Pl Sta 24 +38.58 es = 7° 09' 43.1" �= 20° 38' 05.1" f LT l 6s = 7° 09' 43.1" 6s = ll° l8' 30.2" 0= l5° 56' 27.1" �RT l Ls = 300.00' D= 4° 46' 28.7" Ls = 300.00' Ls = 300.00' D= 7° 32' 20.1" LT = 200.16' L= 432.17' LT = 200.16' LT = 200.4/' L= 2/1.45' ST = 100.15' T= 2/8.45' ST = 100.15' ST = 100.37' T= 106.4/' R = 1,200.00' R = 760.00' SE = 0.08 FT /FT SE = 0.08 FT /FT DS = 60 MPH DS = 50 MPH � 1223 Jones Franklin Road � �► Raleigh, N.G. 27606 j ETHERILL License No. F-0377 ENGINEERING Bus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CNIL/SITE DESIGN - G/S/GPS - CONSTRUCTION OBSERVATION -RPB- +76.00 gERM V DITCH 149.00 LT. SEE DETAIL H PROJECT REFERENCE NO. 1-5506 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED E� -RPB - CS Sto. l7 +32.17 � �� �, - ' G � �� � � -RPB- G� �iO -� + 79.00 � � � � 152.00 LT. / � RAL�IGH-DURHANI / / +32.17 P` t�� AI,�PORT AUTHORIT`� � � -RPB- V��B 3565- PG 231 �;I+� Ig9g - PG 39?_ / 85.00 LT. � / ,, -RPB- / �5 � % +37.00 / 2GI � � EX. RNV LT. / -RPB- � TYPE-D ._ , _ _ X -RPB - SC Sto. l3 +00.00 � i + 45.00 `t 3� 5 , - - - " os �S` � G� EX. R�W LT �I -�Q � �� ,, - - - � � � � -- ,�i� it �,.�. X_- -- -Y v , ; " - - - - -�E " - -- - -- __ -< _- - --, - - ,: -- - -- <---- '� - -- - � - -, - ° - FS � O = _-- ,: / < ; 090 � -- ' _ -- ,:, = " -RPB- ST SfO. �OfOO.00 = BERM V DITCH / BERPBW+�45 OOCE �� � - - -Y- P�T StCI. 92+15.6'J� 59.��' LT 37.50' SEE DETAIL H / , �� -r(p. / SPECIAL CUT DITCH w�l-IINGE S p� A_ - 0903 SEE DETAIL F p; e �� � �-�_� � � �X. 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P � \ � _ _ �� -� � STABILIZATION _ � � =- -� SEE DETAIL R � � _ � �� -�� 15' SOUTHERN BELL EASEMENT tD8 5i31 PG 19�� ` ' � ��_� o !, m \ � - �_ � E_ �v�- - � -` =_<; �- E � �_ ,\ Te W � � ��TWG R��� �? _� �- � _ -- � � -. � -- T@ , ` � '�e _ E � N �� � . - ___ , � . /.: \TBT� ___._c -- � � �� r-. _' EIP ~m i __ �"U��KC G�TEWAY. LLC � +78,�7 � �\- - _ =�� [��F3 I�9�5q - PG 2502 238,82' ��� i , R�;r� ('3�\l� Ig��@ - �� :�VS � �~ � �, 'N G';"- � !, �� -0 ` �y_`- / ` � _ t' / �� � � # � E`MONUM Mi �C-�_ / y _ �, �'J m ��/0 � � � � �2 / �.� m � � ��, J� O \ ``--`` �_ �a � � ':' �n ,P O i,' y/ � �;., v� RPC- -�sa / �' WAKE GATEIMAY. LLC ��" i �' ;'� 17+96.28 Ei, ��, f,d� WAKE GATEWAY� LLC / DB 14254 PG 2502 � �zz.6�• \ �� DB 14254 - PG 2502 ` / � y��a.`yJdS� BM 1994 - PG 315 BM 2006 - PG 74� / �� �o O M � �, � -a�' � do�oo, 6' b�y��G�d� d-�4,a� � ���b� d o�d d �` / \ ; % � / / / - / 6 � 6 � � RAMP C Pls Sta l4 +68.06 Pl Sto l7 +83.25 Pls Sto 20 +94.20 Pls Sta 24 +88.78 Pl Sta 26 +40.92 es = 4° 26' 43.3" �_ l8° 48' S2.8" �RT l Bs = 4° 26' 43.3" es = l7° ll' 19.4" 0= 23° 27' 20.3" �LT J Ls = 225.00' D= 3° 57' 05.2" Ls = 225.00' Ls = 225.00' D= l5° l6' 43.9" LT = 150.05' L= 476.15' LT = 150.05' LT = 150.7/' L= 153.52' ST = 75.04' T= 240.24' ST = 75.04' ST = 75.65' T= 77.85' R = 1,450.00' R = 375.00' SE = EXIST. SE = 0.06 FT./FT. 14 CROWN-RALEIGH I, LLC A DELAWARE LIMITED LIABILTY COMPANY DB 11919 - PG 2203 BM 2006 - PG 749 � PAVEMENT REMOVAL SEE SHEET 2D-1 FOR DRAINAGE DETAILS SEE SHEET 18 FOR -Y- PROFILE N � N � W � ii' f� rr\� O 0 �'^ � J + r � � . � Q W N = � N I W w N Z J _ V Q ` RAMP A Pls Sta l4 �30.06 Pl Sto l7 f07.95 ,� -� es = 5° 09' 23.8" �_ l9° 28' 38.4° �RT J Ls = 2/6.00' D= 4° 46' 28.7" LT = 144.06' L = 407.93' I ST = 72.06' T= 205.95' -_ _ R = 1,200.00' �� � SE= 0.08 FT./FT. � �� �� DS = 60 MPH � �� � � --. ���� ;� ��� i � � JI � SUN �I�E AS�U�ANCE ��°�,, . �� �,� � 2q�� ���A � ��uMPANY OF CANADA �_ ���i„ ,, � �9„� DB ���18 - PG I (15 \�� j�`-�!�j � �'-��� C�M 199� - PG 8F0 � r ��,,-,� � \ J , � � � � � � �� s, J � ��-.-� �/ � \ ���_�,� ��� � \ � J-, ��,_, � .�– �' � �- i � � f', (; "��� ��� � ��—� � ��� � _� �� �E-�— � � � �_ I q;� ��-1`'�� - ,� J � �_ `�_' _�, - ;� � � ,� � - - -�-�� ;_,�-ti -; '`_'-�- p - � �. LN �� / v < � � PRIVATE Al,�E55 F_ASEMt\ � �� BM 1998 f'G �60 � �, , ;�, /� /� � � /� � i� � �P � �� �_� ?q,� � �� �� �(� � � � !� � _ � �� � � `- ��R ",\ �\ 1 � � p �� � , �, �� __ / `rJ / �-� :�'�`�,� 24 � ,� \\\L(�^y_� �� Y^L J �v"`��-��-L 1x�,��,�, 7 � �[J -RPD - CS Sto. l9 +5/.l5 v J� IHP M��RR�svI��E �Nc� OWNER, ��C DB 15854 - P� 565 ��O � V-� , �ti \,`. �C� �\ BM I`�`�8 - PG J15 \� � \ti� � 4S, ��, 30„ ,S5 �, ���� � � \ � � � �\� >> � -� �r_ % \ � _ E� -- �� �� �,_ u�_ ,_r� � �- � '�-'�--1�- . ��n-,_ n � ,_ rn- � � � � � ��.\ ��xi� r�N , `. � R,�v RIP RAP�FP PIF, \ �� \ \� \,� ��,\ i���\ \\ � = �� "� �� ��� �� �' �> � �� 24" CR.� � � � ,h � � = =�I����� � /-� _ �, ^' ��,��f� ^— c4 ` � � � ``��� �—r'� �'� ,�-. —� � ��_,-�-,; �-� ��,���-�,.� -� _ . s _ -,-���,�-� ,v' - I?jW�'� Iv10NIJMEI�IT BEGIN CONSTRUCTION �_ �_— — — -RPA- POT Sta. 10+00.00 = � 1223 Jones Franklin Road � Raleigh, N.C. 27606 a� ETHERILL License No. F-0377 ENGINEERING Bus: 919 851 8077 Fax: 919 851 8707 TRANSPORTATION PLANNING/DESIGN - BRIOGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - �lS/GPS - CONSTRUCTION OBSERVATION -Y - PC Sto. l25 +00.00 -Y - (l -40) Pl Sto l3/ +44.25 0= 6° 24' 06.4" l LT ) D = 0` 29' S0.5" L = 1,287.15' T = 644.25' R = 11,520.00' SE = EXIST. PROJECT REFERENCE NO. l -5506 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /0 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RALEIGH-DURHAM INTERNA I IONAL DB �5�:�5 - PG ?51 E;IV1 19'�'� - �'�^; ,�'�i' _ ���,_��, � ,�,_ � � v, 7 e 3 � � -`-r'� ��� ; � �` ±-, ` v01' �� � �' ,�i-�-�i j � � �� —��- -- � r��'t_^� -. - �� ,—� ; ti>� ��,J—� i -� �_i ,J�( t,i'-' �-� l-�`-�J-�_�Ln=� �J—C-�J. ��-t r-�'�-\,,"��J-�^ r��J��-1' -- "',�� _`J" - � ; -,�` _ _ ` _ ' �\ \ � ��C�N� ��7CH ��-1�i ------ _ —T�_----\�.,� ----- ----- -- —T�� --- --- --- — — — — — — — — — —�'— — — — — — — — — — — — —P— — �� — \I� � — 1-40 WEST B�UND VARa WIC�%H �'_,T '-� - —� �\ � � —� - -RPD - SC Sta. l3 +86.42 -RPD - T S Sto. ll +6/.42 ; �,� �_� , —� ,_ — —T�_ �--_ �� �DI _ i �____— CONC DITCH � �r��-r��^� ��'�",-�� = rr ti -RPD - POT Sta. l0 +00.00 = -Y - POC Sto. l27 f3/.22 59.00' RT SEE SHEET 2D-1 FOR DRAINAGE DETAILS SEE SHEET 13 FOR —RPA— PROFILE SEE SHEETS 18, 19 FOR —Y— PROFILE Carpenter,Kristi From: Rivenbark, Chris Sent: Friday, July 21, 2017 1:18 PM To: Eric Alsmeyer (eric.c.alsmeyer@usace.army.mil); Ridings, Rob Cc: AI-Dhalimy, Nadia A; AI-Ghandour, Majed N; Chapman, Amy; gary jordan@fws.gov; Hopkins, Joey; Carpenter,Kristi; Lauffer, Matthew S; Mellor, Colin; Murray, Christopher A; NCDOT Service Account - Roadway Design; Staley, Mark K; Wilson, Travis W.; Feulner, Brett M; Griffin, Randy W; Paugh, Leilani Y; Hanks, Brian; Barclay, Carl A; Riffey, Deanna; Robinson, Beverly G Subject: Permit Application for I-5506, Wake County The permit application for I-5506 has been prepared. The electronic copy can be viewed/downloaded at https://connect.ncdot.�ov/resources/Environmental/ This email serves as our permit application submittal to the U.S. Army Corps of Engineers and the N.C. Division of Water Resources. Chris Rivenbark Environmental Analysis Unit North Carolina Department of Transportation 919 707 6152 office crivenbark(�a.ncdot.gov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to nd from ;I�i:; sender s subject io the "J C. Public Records Lav:� arir ma�,� be disclosed to tl ,_i parties.