Loading...
HomeMy WebLinkAbout20151246 Ver 1_Application_20151202Transportation December 1, 2015 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. Eric Alsmeyer NCDOT Division 5 Project Coordinator PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Subject: Application for Section 404 Nationwide Permit 14, Section 401 Water Quality Certification and Neuse Riparian Buffer Authorization for replacement of Bridge Nos. 227 and 213 on Capital Blvd. at Peace Street and Wade Ave. and revise the interchanges, Wake County, North Carolina. Federal Aid Project Nos. BRNHS-0070(119)/BRSTO-0070(149), TIP Nos. B-5121/B- 5317. Debit $240.00 from WBS Element No. 42332.1.1 Dear Sir: Please find enclosed the Pre-Construction Notification (PCN) form, Marks Creek Mitigation Site Debit Ledger information, stormwater management plan, permit drawings, and roadway plans for the above referenced project. An Environmental Assessment (EA) was completed for this project in December 2013 and Finding of No Significant Impact (FONSI) was completed in September 2014. The proposed let date for the project is June 21, 2016 with a review date of March 29, 2016. However, the let date may advance as additional funds become available. A copy of this permit application and its distribution list will be posted on the NCDOT website at htt�s•//connect ncdot �ov�resources/Environmental/Pages/default.aspx under Quick Links > PermitApplications. A copy of the EA and FONSI is also available at the above website address under Quick Links > Environmental Documents. Thank you for your time and assistance with this project. Please contact Tyler Stanton at either tstanton ncdot.gov or (919) 707-6156 if you have any questions or need additional information. 1� Sincerely, i� - � —=- _ ._ --, � Richard W. Hancock, P.E. Manager Project Development and Environmental Analysis Unit cc: NCDOT PermitApplication Standard Distribution List �Nothing Compares� State of North Carolina � Department of Transportation � PDEA-Nahu'al Environment Section 1020 Birch Ridge Dnve, 27610 � 1598 Mail Service Center i Raleigh, No�tli Carolina 27699-1598 919-707-6000 T 919-21 Z-5785 F Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWR (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge Nos. 227 and 213 on Capital Blvd. at Peace Street and Wade Ave. and revise the interchanges 2b. County: Wake 2c. Nearest municipality / town: Raleigh 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5121/B-5317 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6156 3g. Fax no.: (919) 212-5785 3h. Email address: tstanton@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.796395 Longitude: - 78.641048 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 9.8 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Pigeon House Branch proposed project: 2b. Water Quality Classification of nearest receiving water: C; NSW 2c. River basin: Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The land use is mostly commercial development with some residential with small patches of woods. 3b. List the total estimated acreage of all existing wetlands on the property: 0.007 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 5,879 3d. Explain the purpose of the proposed project: To replace structurally deficient bridges 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing bridges along Capitol Blvd at the Peace Street and Wade Avenue and improvements to the interchanges. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 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 orar T Site 1❑ P � T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P � T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3❑ P � T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4❑ P � T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5❑ P � T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6❑ P � T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average �mpact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermitte (Corps - width Temporary (T) nt (INT)? 404, 10 (feet) DWQ— non-404, other) temp fill, dewatering, � PER � Corps 12 perm Site 1� P� T bank Pigeon House Branch � INT ❑ DWQ 18 91 temp stabilization Site 2❑ P� T dewatering Pigeon House Branch � PER � Corps 18 0 perm ❑ INT ❑ DWQ 69 temp Site 3❑ P� T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P 0 T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6❑ P 0 T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 12Perm 160Temp 3i. Comments: At Site 2, Pigeon House Branch is lined in a concreate bed and bank. Water here will be dewatered, while the culvert is lengthened and the concrete structure put back in place. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all open water impacts 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 orar 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 roposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond 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 any impacts require mitigation, then you 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) Temporar T re uired? B1 � P❑ T Road crossing Pigeon House ❑� Nos 136 0 Branch B2 � P❑ T Road Crossing Pigeon House � Nos 1823 0 Branch B3A � P 0 T Bridge Pigeon House ❑� Nos 2711 87 Branch B3A � P 0 T Road Crossing Pigeon House ❑� Nos 811 2501 Branch Road Impacts other than Pigeon House � Yes B3B � P❑ T 1282 734 crossing of streams Branch ❑ No B3B � P 0 T Road Crossing Pigeon House ❑� Nos 4704 1603 Branch B4 � P❑ T Road Crossing Pigeon House � Nos 3321 803 Branch 6h. Total buffer impacts 14,788 5,728 6i. Comments: Allowable impacts at Site 3B reflect areas where there is an existing use, a maintained lawn. Per Division 5 this area will be a maintained lawn after construction, therefore impacts are allowable. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge is 28 feet longer than the existing bridge and will be at approximately the same grade and alignment as the existing structure; the new bridge will span the creek; no deck drains on bridge; permanent impacts to Pigeon House Branch is only for Bank Stabilization and no loss of US Waters; use of Design Standards for Sensitive Watersheds; See Stormwater Mana ement Plan for more measures. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Construction and Maintenance Activities will be followed; use of an off-site detour. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? If no, ex lain: 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. See Attached Debit Ledger from Marks Creek Mitigation Site for buffer mitigation 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑ No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Road impacts other than 1282 3(2 for Catawba) 3,846 crossings of streams Zone 2 Road impacts other than 734 1.5 1,101 crossings of streams 6f. Total buffer mitigation required: 4,947 6g. If bufFer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. � Yes ❑ No Comments: see attached permit drawings. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: see attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 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 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes � No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? � Raleigh 5c. If yes, indicate the USFWS Field O�ce you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? There is no habiat present for any of the listed species 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �r Richard W. Hancock, P.E. � Z— 1— Z�/� Applicant/AgenYs Printed Name Date ApplicanbAgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided.) 11 Marks Creek Mitigation Site ONEID 092-011 The Marks Creek Mitigation Site is located in Wake County within the USGS hydrologic unit 03020201 of the Neuse River. NCDOT acquired the 66 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-2547. Monitoring requirements were performed from 2004 to 2008 and the site was closed out in 2009. Table 1 shows the final mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03020201. Tables 2-5 indicate all mitigation debits that have occurred per regulatory agency approval. To offset unavoidable buffer impacts associated with T.I.P. B-5121 the Marks Creek Mitigation Site will be debited 4,947 square feet of buffer restoration. The impacts numbers were 1282 sq ft for zone 1 and 734 sq ft for zone 2. These impacts numbers were debited from the ledger with a 3:1 ratio for zone 1 and 1.5:1 ratio for zone 2. This debit is reflected in the debit ledger below. Table 1. Mitigation Quantities Approved HUC Mitigation Type Starting Amount Additional Notes 3020201 Stream Preservation 3247 (Ln.Ft.) 3020201 I Riparian Wetland Restoration 3.33 (Ac.) INo debits as of 8/18/14 3020201 3020201 3020201 Riparian Wetland Preservation Riparian Wetland Enhancement Buffer Restoration Table 2. Mitigation Debits — Stream Restoration Mitigation Type Stream Restoration Stream Restoration Debit Amount (Ln.Ft.) 2873 80 Status Close Out I Close Out 11 (Ac.) 13 (Ac) 324700 (Sq.Ft.) No Debit as of 8/18/2014 Site TIP II Action ID# II NOTES R-2814A&B I-5338 (Areas 1, 2A, and 2b) Table 3. Mitigation Debits — Riparian Wetland Enhancement I Mitigation Type �I Riparian Wetland Enhancement � Riparian Wetland Enhancement Riparian Wetland Enhancement Debit Amount (Ac) �� Status 10.9 Close Out 0.98 Close Out .14 Close Out 2008-01316 Mod Impacts were 40 lin. Ft. @ 2:1 ratio Site TIP IlAction ID# I NOTES R-2000F&G 199920387 �— R-3825A 201101695 .49 @2:1 B-5113 �� Table 4. Mitigation Debits — Buffer Restoration Mitigation Type Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Buffer Restoration Debit Amount (Sq.Ft.) 114659 114 75581 1655 4242 34683 12,914 Status � Site TIP � Action ID# Close Out i U-3804 i 200421647 Close Out R-2814-B Mod 2008-01316 Close Out B-3528 2008-00153 Close Out B-4944 2009-00207 Close Out B-5113 Close Out I-5338 (Areas 1, 2A, and 2b) Close Out Buffer Restoration � 4,947 � Close Out B-4659 B-5121 NOTES 6,915 sq ft of impacts for zone 1 and 9292 sq ft of zone 2 totaling 34,683 sq ft with 3:1 ratio for zone 1 and 1.5:1 for zone 2 NCDOT was required to use a 3:1 ratio for zone 1 and a1.5:1 ratio for zone 2. NCDOT was required to use a 3:1 ratio for zone 1 and a1.5:1 ratio for zone 2. �, North Carolina Department of Transportation �\ High�n a� '`� Ston7lwater Highway Stormwater Program � STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 42263.1.1 TIP No.: B-5121/B-5317 County(ies): Wake Page 1 of 2 General Project Information WBS Element: 42263.1.1 TIP Number: B-5121/B-5317 Project Type: Bridge Replacement Date: 10/12/2015 NCDOT Contact: Bill Elam Contractor I Designer: Kimley-Horn & Associates Address: NCDOT Hydraulics Unit Address: 3001 Weston Parkway 1020 Birch Ridge Drive Cary, NC 27518 Raleigh, NC 27610 Phone: 919-707-6718 Phone: 919-677-2153 Email: belam@ncdot.gov Email: jason.lawing@kimley-horn.com CitylTown: Raleigh County(ies): Wake River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? No Project Description Project Len th lin. miles or feet): 0.812 mi. Surroundin Land Use: Urban Proposed Project Existing Site Project Built-Upon Area (ac.) 20.7 ac. 20.0 ac. Typical Cross Section Description: 6@ 11' wide lanes with an 18' median, 2' - 6" curb & gutter on both sides of travel 6@ 11' wide lanes, curb & gutter on both sides of travel direction, and sideslopes that direction, 14' Berm with sidewalk from back of curb, and sideslopes that vary from 2:1 or vary. flatter. Annual Avg Daily Traffic (vehlhr/day): Design/Future: 70,416 Year: 2036 Existin : 58,083 Year: 2016 General Project Narrative: Replacement of Bridge #227 on US-70/US-401/NC-50 (Capital Boulevard) over Peace Street and Bridge # 213 on US-70/NC-50 (Wade Avenue) over US 401 (Capital (Description of Minimization of Water Boulevard) and over Pigeon House Branch. Work includes realignment and widening of Capital Boulevard as well as surrounding ramps and -Y- lines around the two bridges. Quality Impacts) Project also includes replacemenUextension of a box culvert under Peace Street which carries Pigeon House Branch. Existing outfall locations and drainage patterns were maintained as much as possible. Pigeon House Branch is onlyjurisdictional stream on project. Existing project area is highly urbanized. Due to existing development, opportunity for treatment was minimal. In most cases, existing storm drain systems outfalls were directly into Pigeon House Branch and the proposed storm drain systems had no alternative outfall location. Base grass swale with check dams was utilized on -Flyover- prior to outfall through the buffer and into Pigeon House Branch. Waterbody Information Surface Water Body (1): Pigeon House Branch NCDWR Stream Index No.: 27-33-18 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: D24SW6 Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Hi� hWa North Carolina Department of Transportation //��� �St(�YC 1waYe1' 'I�' , ,,.,�.,� Highway Stormwater Program ��r.T �� STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 42263.1.1 TIP No.: B-5121/B-5317 County(ies : Wake Page 2 of 2 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 2 -FLYOVER- 22+10 RT (1)Pigeon Z 0 3.0 3.0 0.1 10 20 0.60% 0.1 1.3 0.1 1.4 No Yes -FLYOVER- 22+30 RT House 2 -FLYOVER- 22+30 RT (1)Pigeon Z 0 3.0 3.0 1.9 190 140 0.58% 6.6 2.2 8.5 2.4 Yes Yes -FLYOVER- 23+70 RT House Additional Comments �� N \ W 0 � � GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >> Horn �DRAULICS ENGINEER PLAIYS PREAARED FOR THE NCDOT BY: °"` 50 25 0 50 l00 �DT 2016 — 58,083 ���8 AADT 2036 = 70,416 LENGTH ROADWAY TIP PROJECT 8-5121 /8-5317 = 0.786 MILES ���� `��q K = �O% 1012 STRNDARD SPECIFlCATIONS �e ��Q PLANS D = 55% LENGTH STRUCTURE TIP PROJECT 8-5121 /B-5317 = 0.026 MILES JEFFxEr w. naoonr;�, P.E. r.e. � PROJECT F.NGINF.ER SIGN91�!/RE: 50 25 0 50 100 T = 5%* RIGHT OF WAY DATE: ROADWAY DESIGN F.NGINF..ER � � V = 40 MPH TOTAL LENGTH TIP PROJECT 8-5121 /8-5317 = 0.812 MILES jUNE 30, 2015 . AsoN t�ACH� r.[:. ���'�� ���� PROFILE (HORIZONTAL) CLASSIFICATION: PR J CT DESIGN ENc�xEex �� p����� l0 5 0 �o Zp URBAN ARTERIAL LETTING DATE: * 1% 1TST 4% DUAL JUNE 21, 2016 RFKii`g P`9TFL, P.E. PROJECI'ENGlNEER PROFILE (VERTICAL) $TATEWIDE TIER Ncr�r nonDwnr Dssrcx r.F. ENGINF.ERING CDORDINATfON S6CTION SIGNATURF,: O � \ 0 6 � � HENRY J yAHPALA � JOYHERS REAL ESTATE � � �- ■ APPR A H � 3865 - PG 46 HOL�iNGS y LLC ��ry�Y \� � � a,-FLY�VER- $T 2/+99 t/- � B� 2008 - PG 2034 DB, 15087 - PG 2007 ''�:, � � ���il ���aEf,d. � .� K�m�P\/��� ���� 2� � �'9y, �^ O - � BM i959 - PG 262 � � J �,o„ 6��'��, �OO✓ Ty m� � � HOBCO ALITO $ALE$ � ISABEL HUF�EYER � � P.O. BOX 33068 • RAtE1GH, N.C. 27636�-3066 F,�7SE � 1 1 R/ D i4908 - PG i234 B 20tr3 - PG 964 / � z� �o ��a� �� �, o � �� �aoz - Pc sez ��E D CO STRUCTlO �� � a ���� -FLYOVER- � a re5e - ac 2ez � �``�c , �"N STA. zI+74 ��� SUSAH 5 MALPA55 �jILLIA�1 R RUGGLES ��� -FLYOVER- POT S10.ZJr+7E� �%� � �, q� �- �¢� II' � �,PE � LiSTON E & � UZA E ABERHETHY � �- V f' _ ,�so -F�YQ�/E/�- III o Ia� D 7807 - PG 382 D H227 - PG 452 ns TIE PRqP CB ip fxlS7 8'��,CSP � � . ' - g� g� 0 6 �,Q�E FiVE 1 N BM 2003 - PG 964 BM i958 - PG 10 O -- � � _ - � t� - �r" -,, � � � �� �, � �� � � �S' . _ .. . ... - /r - ' - - r 0� � �� ' � .� �� �� 20' � � � � -. . - . �-' / � ��� ,.�va.r'-"� -� �"9Ur � .. . i_ � --' - � t . t , . _ ��.� � _ � -�- �_ �I - - � ���.-_"i- R�oVE Ex .0 �, _ T � .. . � - � I��� '��� -A Y6-8'iGk�� . j waom� . i -GIN APPROACH SLAB �sF � 2o eR� 3sa �— - __�� - F L PROIECT REFERENCE NO. $HEET NO. 8-5/2/ / B-53/7 7 2W SHEET NO. 20ADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1�1[81E]LdIa9IdN �' l�]L1�N� DO NOT USE FO CONSTRUCTION � ✓FLYOVER- STA 18+99 +/- � � , r � iu 42 , , NCE � � Ex. , -- _-r` ' � v �ti,� � i5• RCP� ce , FT ��� I �y� � e DOCUMENT NOT CONSIDERED FtNAL � _ " ` '- r-,- ,v -' FR t2 R i I�' - C ; f +_ , UNLESS ALL SIGNATURES D � FLYOVER- ST 19+2 +/- u� �r � �� � _ FR� -� -� � �� � -„ �� �, � �r �- -€rE�o-v� Ex � ce� � � � � 2� � � SKETCH SHOWING BRIDGFiPAYEMENT RELATIONSHIP � �� o e•�MP ro ��`- �3/N�"5 � BEGI BR/DGE � r—LJ Cr J ry, r. E x E ce poRFo�K souT �� N � � N � , , � a� �a„ » � c � �� � � � coRPORe �,oN "�e� ' � � , , � J_ �� � � � 1 � � ii YCE�C PPFR `.� � � u ,3� � .., B'RCP .�B , 2Gi�l � �r.� ,-", � 1 - � . � .. � � � - .�� % �� �� i. i d_, . . � .. . - '� � � � ., iB' RC i " �e TB � � . _ _ �F'�-�- . __ F � �_ y = i 1.�---- ` I � X�O � h F / � � �_.:_ � � � I�' �— S''°� � ,� � � ovpE �a• RCP BEG! � CO STRUCTlO � �� ` we�cEo��r� c�erHEr�r�w�Fi� �i����� - r .% � Gi � �� nore!�"� asYu e �� -YB- POT StO.Il+f3.00 � — " � �� � `�. � �n �ba \ �� � m eu�caNc , � ' — — � � � � i - ., �- ' ._ �-``� \ , I I-com i ; � . CPj V' � \\\�\\ IS r CP-IV , ' �'--8 "x'-��.^ t k . Trx'7�5`r: F,4 Bk� I caNc ' i r� i�. �61 A� \ �66 � \ / - � �_ � � eR ; �� / � , � G CO STRUCTIO r � ' �� '� � -- � � � � ` � _ ; —� -- F '� � � � � � � �� � -Y2RPA- POT Sto.16+57.00 } , , � "�� �,_ _.�,� � _ �; BEGI CO ST�RtI�TlO� � .; � � , � ,� ' � � � '�- / � , � ' � �. r : a � �- : - � ,. �� - - � ,. ,a i :" � � _A. � --�-_ . i i�� �s_ �� ,���n�, _ � ��_ - - � 9 � � =`-- � ;� PERMIT DRAWING � _y OVE EX RIP RAPIAND �„ - : i S -� N irH �� u iP �aP :�s P�ii c�"�te— : � -� �_,Y9 POT SY9:IB+52A0' i j c��, rr R � c RETAiN svs E� ,y; ��� �e r e QrE rio ��_-,�����,e ` a�ra_��a � '�'. -_ i �. / � �, � �i� > _ �� SHEET 2 OF 12 i � -r �on `� � � , �' � � I� flE�AiL 3.5 CFp �� �_ � o c I .� , . C ,6 0 H i 2 S _, . �' _ . . . . ,, __ � '. �B - MILLSTREAM PROPERTIES LLC � � � . � I � � , i."� . . �� � . ��$��- � _ - � � NDON � _`�e$ � 8 � � ,,:�,e '" . - �-- Fy .� .-,� � ti/ ��� iea �`� �� �,"�� .. � �P�� f _ � F� � � � i � J A D O i� � .�� � - i i ' ' � a �6 ' . . � . � � L � = �,� V � � � � �� � � � �s ` � - � - �s � � �� � � � � � ��r� � � � il � i �(�„� r � � ix,C - � . C� ' . . . ��a , PEU AND � JL �~ � . �` ��e I ESA53 ONSP RAP . �.�(• i ' � �i . � i , , s .�, EX 2" RCP , ls'7f � � ..-. - � �� � . . � : � . < g � -- _ �a } 1 � ��. �, EST i0 5Y GFD i . �_ � � . . 15� e J S � � i � �� 'i �, F �� �g ��� � /F � -'� F� � I ��_ � �4j % �,a_ � F ���� � � � �--s—��_ � I i e J `r �— � `8 ' t �� � � ,A j . � -� � � c I , � �' � � �� ' saEc�n� aocK cNECK onM � � ��,_ � �,- ,:..,_ �-E ��t OVE CB �� �JS� F F��� D� \�♦ � 1,'� I RCP-i � A. F?O.C,K PLATiN CLAS JPRiP RAP �'l EO �.; SEE DETAiL 7 � � ,,�,-- � � � � 8 � � . .w -- SEE NOtE 8 y., � W �7 . - �� �� - �S� �.-- � � �� ;, �` � ;+,�F f��' � �57��35�TON5. 7 355 y�Fi1'�`��� .��. E EVERY 50' � , . � SEE NOTE 7 � - _ � � � � � � � � � S CL 'B' RIP RAP F �_Feu- asruRe y � S1 20 10N � � : , , � � �N�S . -�T , � �, g� � � lsc z F I � 1Ai� e � r�i „ i� i � ,.. � � � ..�� I_ � I .� DiSt�N ��:�.� � . � � �� BUiLDiNG � �,� �RETAFN- �-� ���� x 'x�.�� I � � JB 'N/MH ��..� � �F ES �2qQ_ CV��'DDE ��SYSTE . �.:� . i URB I I. T B 5 GRASSED ALE RETA � ' - .i,. � i FEu, I �� �F � ,; IB CSP j�/��ELBO�'S V , • � � � �� '-- ,. . - P�L L1RB L- STA A� 62 LT .,- CULVERT � - �� I � �:� � i � � ` � �V �-'�` � � 1 II 5, . : / a �, .RC � �_ � ` � � i - � I . - ��� , . 1B� �oo � - � � � � . � / � :�y � � � ig ini �'.. � / � iea p7CB-4 SiDED .. � �, � \ � i I m� �:3 7�9 L, � � � � ��, PUE 2Gi PUE ,:PUE 2Gi PUE � � , � � y.� � �;� � .� CP y 2Gi a iJ �� � �.� °�„/ W � � �ii i � - -"� �� ' .. ' � i .. � I '. � Z � PUE�� � , �� � / _ � c �� � /� 7 - �1� �. ��� � T cn � PU ou: PUE PUE PUE pUE y,X�— PUE P E �` � j�-�, �F ` � A � -�,�; ' W ie' s^,, rs' cuRR �cF, -- � rR cR F , i�Ju �� sz ? \, �,\ �(� v� w i5' ��� ^ �. �A, / \ � � � s, �5 csc `c�i 2_° c�c ? 6�c n�j PUE 8nX ie° Rt� P E _, /.; �, � \ c j�j` � L � i8� RCP-iv az i F�, \ 4. �, _ �„ m / � � O - �oi HRCP-iy _ � ir,,, . . .. .. �n--- _.: _ :cF> �_,_- � .: LU __ -_..__ /�. B �'-:�� iF,!�, .rgNO7ENOTE �\:\�' � �'� _ F � ,.-`;RiP RAP EM BANK ENT PROTECi�iON ��\�\ \` � ����. ,�o L w�� �J � \ i � CB __ - --� _ � I '.. � ..�5- �_ L �jF SE E n � e\\ �� � � � .�.. � 4 .._._ES-A��'4e.RIP !2 . . Sv GF� ����?2 ',. �;lb,� �2E � Y ,- .\ � 5 RCP V ' i ._ � 4 � �� 42. '� -. ��ao SEE DE 4iL A SH �9��48 B� i �Sr ` "��\ �5. _ ._� --_ � . .. � ln �.i � � � -� �- - �- - � _ h0 i ' - 'N�� - `'a �t� --- � 15 ---- -___ - \" ��\ . . - ti -REMOVE � .. R F - - ._. y. rF G. �s__ — '�s_ . �� � O . . CQ ._ . n.� - . � - C� ---___ __ '� B2� •'6�� __ _ —�- _ ______ _____ � ��. � � �� �ae r-6°C&G IB'RCP-I � � - FILL 42"RCP � l '"- �.'___�-..__ .. �� �T � 5. �/ � __y=. . ET'AaAlSYSTEM_\ _' .' �\ A\ � �ia --- _ 7�6 PLUG AND �� R P_ ' � F = SRET4IN - li� AR °� � �-�e�m � �� � ° v ' ` � CB � � - M A � NO f �� � �-s - ,s--�m� D EX�f�� .. - � I . _ .-. . _ - CB � -- � --- - - -- _ CB �� ' �, ic � �-�Y CB _. - . _ ExISTING. 24�' - - _ , �\ � _ / i �R ra .o - - - -. �� F V- � � � � r � - _ F_ iao � � ',� � T� _ � _ . C� ,,, R��� �5 18-}2CP-IV - - --� ----i ' -I - - - j 2 _ _ �ne C� �2 R�� iV� ' F i i i in -�- � �� — ` -- - --_---- RE & ;. _ _ _ _ - - - _ _ ---- ----- ez l-- \ � . \ s\ � - '� ., � i `, " � ,✓ __ c � � � R " v� IS' � - _ ' oi � j : `` � ��-_.- ��a2_� LUC - _ ca i e� � _ � az-z F 'e\>m \� ' 6 ,�.. na _ _ � � 2 T � , � - = l �_ _ � _�� i o � � � � '� ZG� oue � PUE. �&F3`"� <,_, .:6, \RE 6VE EX �i i,� _ __ . 4 ... -�' . '= ' - � -� �� i Q PU9 �'�.. �.�cRG . , R4DE TO DRAIN F�:�r ...�/ , /, T =_ _------- �_RCP-� �#3 CBqC�-I� ���.. � YS1E __ '' _ -- - _ � �. _.,�_'s�` _ETF- � EiF��.. �sa O�v \ ,. l.\\. � , � D B\ � � F REMOV� PLUG AND � � � '- � _ �- �� . >41y, .� f Ex Di ND FIiL 42"RCP � F � � -- �._-- . -==: - -- _ - �E-K --- . hin�.B2 ' � � , � ]07 P F ��6"� �' � I 'RCP � Gi� / - F-� - - __ _'__ -'`_ � ��� ) , - 1�� �ETF�� l _ t.. \ � ( OTB ��x c. ,�:, .�� � CBMo VE EX �HMOVE� ' b . ��.. _ '70 PRp T c7i0N ��_._ '� s� � <`--- �1 � - - - _ _ .� � ._.� ... . �n 2GI /8 U9 �" qCP C I � °✓ �� � Q EST545BTON FD �3n �:,DI 6__ � � - '_ - . B . R�OV �� , �C.� �r END-�SPILL CIJ � �� ., ... _. , _�F . .... 0ti / ;.�. ' r , � n� � y, -DI � - ' ��O � 1 � a? 2��"`C -. L- STA �53+06 LT.- -..._;,��� � ti � " ' AND SYS'fE�1 ' � � � �� . � _ � pR � END SPiLL Cl1RB .�� -- �� � -m�' - - �Sr T ` \ —_ �AV � � ; " � .. 5 R � - RE 0 _ � ,.,.� F _. \ � O � I _..^ � Rf�AOVE I \ � � . . � SEE DET Il I.,: f�= --- CP,j� t&'. �as - . � � - - STA 53+06. R7\ . _ �� � _ �� --� DO ppT r � � � � -. . �/ . . . � \� �a CB � cR P � �/'" // �/ � � � � � �8' � � � � � asruRe � � � _ �. � . I V _r � � � � � �--� � i / :_ .> RCP-�V. �so 15' , � . -' � � �' ' � UCr AN D �'tL L � � � � - � Bu20iNG ` � C$ ^.,� i5 ACp AND r,,,�r i� // � / / � �Ex Qi � � . . RC�P'w!` �v .. . . . il % `'.� �R. VE Sv5 EM � 'il � � D " ... _ _ � -�-` R�MOVE CB � yy�t_ii � iv" C :. _, g ��g . O v � - ('� ca � . �__ � � �, - �- R t� �� � � / d, y� � � � 4j � 0 � � �' � l � ' �n� � ' � �R i � � 24• RCP-V ao � i � �vF e �,. � � � (� � � LEGEND �. - _._. � �� ��_�_` � � - � - - ! � S � - ��I � � , _ - ��' / � � � ,� � -- ,>> RETA� ` �, „ Q ,c�� � _. �� I � � � � � � � CU D�TC . �C ���Di� � q�3 _ � '--, _ _ -- - � cR . � - �����-� SE D 7AiL � - � � — M � � � � �� � � � � � ��� -- .� �"���� � -�� ., TREMB�'N/MH�B �6. ��,i � ..�� YS� DR�VcY1�Y � SURFACE WATER RE OyE�X D., I=.F5i . � � � R TAI � � `�� �T DENOTES IMPACTS IN s.--_.� _ _ �_� AND 15" RCP �� � n3 n� � - E � . INTO �X PIP �ns .._' � ' ... +' r TIE PROP LB U�T-0 k�. ._ \ 2 . - . _ o✓. � . :. -�: ne. _ - - F �� � � �z2 T 24 RCP-ry , �B / � i. �F E _ � � , � �.�' �'--�� � DENOTES iEMPORARY -� -__.� �_- ER -A�RC� ' - � . zG IS' RCP-V - � � , .. RE�10y E EXIST,i� RCP �,� �---�� - IMPACTS IN SURFACE WA7Erz - . ... RETAM ��D �16 . � � .. B .. �z %% � / AND REPLACE ,. `/ _ .� �::�� . ....:. � . NOTES: � - � � �� � � I.BEG�N SPILLCURB L- STA 48+30 (9'LTl � ".��0_p - _ ._ ' �� C `�-.16' � ' i5 RCP-V � -- z _ � / � F ' E , RETAIN DIAND i2 P_ �+� _ _ - Gi /, T ----- __ -�H. � � ----- - . . ,j� .. _ _ , � �y 2REMOVF AND REPIACE EXIST ASPhAU ==; - - � - _ - - ��P� 8� � � i PAVEMENT !l.� s95B AVD 6" ABC1 � p�j�O�qE OFX ExB 42' RCP - P " �� � �� ISF�I I ��i?EMOVE i8' RCP AND PLUG �i -� ,� �� O STRUCTURE EXCAVATION 3.EXCAVAi lON O,F EXIST B,RI�GE FILL . -- � - � � � _ - a z• R C P rv O �--: � R A D II D I M E N S I O N S A R E T O T H E F D G E 0/ P A VC M F N T SEF GP,ADING DETAIL.SHEET 2B-9 �- � --- -- -� - i �--- �� � ��� E ~`"`-4 � - METE� ; ^�� REt • y;,' UNLESS OTHERWISF NOTCD (STPUCTURAL PAY lTFM/ I-i_ �pyg - _ - � LVL. T 4.REMOVE CB AND EXIS' 18° SYSTEM TO -,�1-I p�' q[p EX --- _� F. � _ —_ • \ � �' .,` A _�X T CB E . . PDE PD ' v�T. P�weR` T ourFa� iNccuoiNc �e ` C�_ r �� C�S �- �e — � `� � t �F�'' � SEE SNEET 2B-1 FOR CURVE DATA L ��_ � s. sEMovF allo REPu,cE Exisr coNCREre ��� ��� x� � �� � A� E s EC Ssaev ' SEE SHEET 2B-3 FOR INTERSFCTION DETAILS STREAM BANK TO TOE OF STREAM FOR EM �y � � 7zo � , � " ..._ ��y� � PIPE INSTALLATION. EST 3 CY OF �� A°i ERCP °i � O � i �� � � � '``�� ` ��or R Sl�iTr, �" SEF SHEET 2D-1 FOR DRAINAGE DETAILS CONCPETE REMOVAL ANOFRF�LACEMENT pRTTaACA OLI d CONTRACTOR TO �LOCATE AND CONNECT -'"'�� ��` � � SEE SHEET IO FOR -L- PROF�LE E E Ntl 2 I--r. - ... . 6.PFMovE allo REP�a F�xisr coNCRErE H N � � �'��'� �� E D��ST �F� T lP - PRO✓ECT � B—J�12//B —Jr � � SEE SHEET lI FOR —SB�— AND —NB�— PROFI�ES STRFAM BANK TO TOE OF STREAM FOR . ExisnNc eRiocE aENr REMovA� Esr n cr � � � � SEE SHEET l3 FOR -FLYOVER- AND -Y2RPA- PROFILES oF coNCR�E REMovu allo REPuacE,wENr �Pe ���L� D CO ST R(�CT IO �� � � ` SEE SHEET l4 FOR -Y2RP8- AND -Y2LPC- PROFILES 7. BEGIN SPILL CURB -L- STA 43+39 l9' LT7 . � R RF� v �p�,� ���qR -�- �r� d�+�q �a� ,T� ���"Pe� „_ �"'� L'���EI.�J' 3"�'O6rOO ;1 , ,� __ SEE SHEET l5 FOR -YB- AND -Y9- PROFILES �n 0 N 0 O � S / ' J PROIECT REFERENCE NO. $HEET NO. � 0 6 � HENRY J yAHPALA JOYHERS REAL ESTATE � - ■ �� � � APPR A H B 2008 - PG 034 D�1�5087 � PG�2007 � GEO�tGE �V & � � � � , ��N�Y, � ������� Kimley>>> Horn � ��2„ 8-53� T � FLY�VER- ST 2/+gg t/- � � �� z � �',p �� p �= � B i959 - PG 262 � � �,o,� ww sHeer No_ � �`S� TY� m� � HOBCO ALITO $ALE$ ISABEL HUF�EYER � - l P.O.BOX 33068 • RAtE1GH,N.C.27636-3066 ROADWAY DESIGN NYDRAULICS �C r v�s�`- � 1 � RI � D 14908 - PG 1�4 � ' � � � ENGINEER ENGINEER � z �o � � o � �aoz - Pc sez ��/ - f �� ' � � a �'4� � `^ -FLYOVER- � a re5e - ac 2ez s� 2oo-s - Pc eea / E D CO STRUCilO � ! \ J �_� -� � -FLYOVER-_POT Sto.25f76.Q0 � ; q���' ��a a"`� ir ir STA.2�+74 - �E � � usroN E a g uzap�E aeERHE1Hr �;i' - Q �, �� �� -o IU � � SUSAH 5 MALPA55 � �jILLIA�1 R RUGGLES � ���- ��� I � !� ,�� w o ia' � r� • ' 1�1[81E1LdiM[dN � 1�1L.�N� i s� -FLYOVER- 0g� 7807 - PG 382 Dg� H227 - PG 452 �n TIE PROP CB iQ Ex�SI 8' C�P 4 no xor use ro cmxsrxucT�oN � ' ;`� �f�E FiVE o � �a� o BM 2003 - PG 964 BM i958 - PG 10 O . .. � -- � . _ - __ � � \ �i:x : . � , 6 s � , ' w , `� ' i 'oF�y � - ' � � - - - '` .�'. � ��� ���Xr��,�� � v, ^ �� 2a � _ � � '- � � �> � f r � � � �- ���, r � I - - , ���-r��-"-"-�WE�c f �c = ii � - �� I �'� �� � '� �- A Y6 a,�� / i = _ � " �� n � � �n �„�� " 20' 50 . „_.��_ - i' � BEGIBEGIN BR/D6ESLA8 �s wq � - � iii �R� 3 4� - -- -- • ,- - r- ,'_ � o � �4 _ ; k - - � - � _ � p - � - �� DOCUMENT NOT CONSIDERED FtNAL E _ -FLYOVER- STA 18+99 +/- � � Y � � f�l O\ ' ETE � - / � r 15 RGP-�V � ���f �i� R�' UNLESS ALL SIGNATURES D F�,�� �- ,__,��= , , Owa' // � ��3 R �� � �� � �� � �� _ - , C�'Fi �� . ,�� � Fx c� a7Nd � ; � ��5 2� s _ Eh ..� . '� �LMP TO / , . �s _; '� � NAD $y i � ��o _„ � FLYOVER- ST 19+2 +/- ` NoRFo�K souT ��ru� � � � ���� � � � � � I� �' � _ .. � < BRiDG' ,_ .. �-. - IP� - L'-` J�` (��d �, � �` �B' RC O CB _/' �e 2G�i�l `C �T ����, � \ NPe\ FiPAYEMENT RELAT l I � a coRPORe �,o�v I SKETCH S I FREo & _ x , F � ,. . �� 8'RCP V '�r1, ♦ 1� . � I � `" ��� ii � YCE C PIPFR ( - � � � � i �' � � �� �_ _'-- � �� w �' _i-i of ����'�B ... � � � Gi :7.� � �� � � uorr� �� �� - � ,� _ _ � � `�.�.-^- � � �� - r __-- oiFFEFEnir �icE FiFE nT E i / C � . VE�5' RCP -YB- POT SfO.Hi-13.00 ' �`� u,`_..�4� - , Y � '._ F�r ��`s u :', � _>stsk�,os � e /ceo r��`_"F�Nc", �F � � �/ �,�8 �v� '� , ``\��\ 1� m 15 � siuRe BEGI CO STRUCTlO � i � _ � � --..� - , , ' ____ ,_ . .�. IV. aaNc , i I ,_ �' � � T - � �� ' � " �� � ' _ _ . � _ -�...�� _- -` . _ (;ONC ; � �� ,. _ � �-_� �� �� '� i _ �s� _ - __ � . � ? cP �G � ���� Gl CO STRUCTIO � I � . i �' _ - - � �� -� �� � -� � � - - _ // �/ �� A 66� POT °J° , , �� , , � , / � ` �,� � � �� �_ _ � � � � �-^—�� ���_ �- _ - !� _ � —_"==—,x�` "- - � � , �� � � �` �° %�� �R, jr'� -Y2RPA- Sto.16+57.00 t� � ���� _ , ' � - - � � _ _ , i , ; � " ��'` �L °�,p . �� � � � �BE�I CO STRUCTlO � i / �� � � lI N i �v_ \ � - � � \ >���) � _ _ _��_� ' PEHE T DRA F 1 2G � �' �.Oi� �EX RIP�i2AP:AHD � � . -._' .,,,� . 1 EJ � � � S O R C R ; -�- -. 9- POT SYo.lB+52.00 , � � c ; . � -�5 � E � B t� T PRDTE �TIONAP <a5 L L �"r;/ m]�,��,� � . . '�.-�- . . - _ cq�j I .t R , , _ sYs �M � o � � --�DETAIL �.SH��T2D -GfIl �� - �-_-- (��� _�,,;�,� __ _ I ' \ , � R TAIN� T � � / � �/ E � _ � - - �.0 ���tl :. . "`-�' , � /�i,, t .� �. �..., . f T � T _ 5� 2 S�� _ . . �, � . _ M OPERi�E � � �°:� . � �` ,J � . �� � � :�� ....:� JS �-,, �. �$� _ �) {�-� --� _. �-�.�� _ . . i� � :� 4'� ro/ ;/ � �� ryB . �� - � � � �...� ILLSTFFEAM PR $LLC '�� � _ � I � �. ,. `�JS� A�D A�ANDON l5�_ � � Sa.�.n._._. \��. ....FY� vq�.: ti/ Y.� .`� e �k=' x5� � i P�� ,. � C _ � _ i �� , - ^'- -s... 1S_ , -�\ �_ -.. � � - _ �-,e . `o _ / F I �iA d1�,. '. F� � , , �, � �.F -- -- [ /� '� k`C`' G Y 5 -L � .7x;C _ � , O, ,. Q ,� � � . ...,_ .�ffi�VE CB � }; .. �� �—�s- �s ._ = --_ �� - � .. �� �i j � � � . . �.. _ \�, C,n�=>°. i '�, � CB �. �Y��,'. -, �� __ _ PL-k1G ANO �LZ, _-_ _. ______ �� .-� __� _ ���- „ � .�' . � , �'r ., LASS B`RIP RAP ` ��,� `V' _ - {X I�RC€' � . - l3'�_ _ x � � "_ � �� . � E57 3 TONS t � _ -i '�,� -, i �,p � s g . � / . � � .. �.: � � � ��� �. EST i0 Sv,�6FD - - , _� . �,� .e . . . .:-- �S .. � .. i / F., - I , i �I � � 4 i -- � �� � �',� � � � � I' F �I�C � � \, � a_ —� o� ���- � e � � � � i � i , . . . _ . - -- �• . � m _ .< .. � � � � � I � '.. �' � - ' - � � . SPECiAL ROCK Ch'ECK DAM �' �I� m- � ' --- � � F O � � � I 18' RO K PLATIN CLAS 9P�RIP �RAP- EO / � - ! ' �-�-fr� tT �' Q�� �$ ' - � C� / ,� � � \ � �, VY� u i� ` SEE DETAiL 7 �� ' ��'` I w� ' �- l---� _ ..:SEE NOTE 8 �. W N�T � e ,'. ---�s--__.____,_ \ _,. 1` )\ ;' 1F I RC ! � � I:' ES�T �E35..TONS, 355\SY K � 5T 20 TONS CL 'B' RIP RAP // 1 ._ ` ,� ,��,vc ,i SEE NOTE 7 �. � _ ._ ;-eiiitlA GS � _._..pQ ..RT.. - ��-� .. � � >, ��\/��.., � ��� z �,.I�'�FIL F i55:IS�LOPAL 8 T \ i , � `� E EVERY 50' / r� ( N urre �. . I \� �.�.. , , '� � a � , , o � ,.,�, �--, �p pT �5 N Ik�URB + � lr � . ✓� �'� ,,,�� I lAT B,45E GRASSED ALE , �� RETAI � . ,,'- � � � , �i �n I asruae Feu� `__- r: � � ' ,� "� �e VYiMH� � � �Z � E�A � . , / ' -.� I; c � I � .�. I �� I . � . � � � � � i 1 -.-� _ wcDiN . � I � �; SPiL ���' �RB L STA 47+5� R_ ,- _',, I G. /,,;.� F���� l � S GQ CV DDE �, � , . . .. .. , � ` ��SYST �, .,,� . '15' _ �ILDINO � �'� I IB" CSP / � ELBO�'S . A ' L I F E E AIL �7 __ IF�n �,� - / � ��� _ , � � � � F��� - ���� � �� ' ,� � ,h� a�� � � �. �, �-_ �� � � . � , , �UL � i —� — , � `O , ' � � R� .� �- +� R � � !�� � - ; i � L � F � � � �� �� . � �_, � � i � � i � �� / �i � ' � _ � I � � � � � � PUE PUE �PUE PUE � � � kC iv� ; ' 2Gi � �'j I � l �6� DrCg-e S16ED � � � � ��A • � ` '. ra; �o� i °/ � i �/ � , j , � � � � � � �a i�kt� i � �� �r ; W zci . - . � . � . ' i% � � � � i i u_ ,: . � :-'1 � � � `-.� ?�- ' � . . �' � � � - Z ��� 2Gi PUE�� � / i � � �se �u :/ `, f �V� `, ,� . � � �F,_ -- �u � PUE �P E � "% � ;,, .� � ��n� , i � � "' �� �. e rr r� m�� � , � � y i� '�� i tn � PU 5� PUE PUE PUE � - �— �a� � ��� � ;> � �� � �� � . �� � ��Iz F �V ,���� � � � „ i _ P X U i8" � E � �, � W ��� 8 x l& CURR � RQ � � � ` � { ,� � `c 0/� � {wjl ,� .. S. �6 . �� n . 1'-,�': C�G eR Le.R . . - 8 � / ,� /F �. �T=-�....' ^v- � - - _ I � . .. . BZ 1 /; � � F� i � ifi.; C`SG . � _. . �,_6 Cf.G �. ,. A' /8"CUR(3 � � � . _ �� ,..� ..Q.�F �� J " -.. � �___ _ -:_, � = � / 18' RfP--JV- 7'. � ��\ �`\\ d.�� i , . H'/ �. H RCP-I� . .. . . �� �:, �--._-'_ -_, � . . \�,. .._.� i O � �� . . ___„_ �n . , .--- - - � �-- 9 �NQ�........ � � _ .�PROTEC?,ION - � \ � '-. . �- -,, � y- ��oi �g � - - . .cF> �.� . � - v` i q S � NOTF 5 ' - . � . is.- - __ , : ,i_� ` - � ---- ' Ete' sEE \ � � P Ef�B NT� � i � . . _ � �, ' _ _ � e .�P�� SY GFD � ��?j„ ti � �-� . Q . . . �za . � NO i E 'a � : � _ �ao � k1€' - � ��a � - � � l <y. - ��� . � c I RA K E _- - .� _ _- _ � 42' , w: ^ / „ n� �g .�C� . r 4 `.._ ^ � ,. � Q ... _ _ I - i5' � . �� . -__: -=, \ � '` � � �. h � -REMOVE - -- � 5•R �-zz4 ._. RCP-V � i� �C W/ . - ys � 15 _�5-_ \ �. i � O . . - - .ns . � . .. ----_-- ' .__' ` � e2 St ��6�"�' - -- _ - _ .. . � J � �ae . ��-6°C&G IB'RCP-I -'.-.�1- na _-- _ . nF PILLG42NRCP ___ . 'M ., 5.R P �_-�__._ Q ._.,f.:_<_ ,._. __42 z;3�T � JSRc:��ee ri-� 4I�'������ _ ` �A+N�vJSTE` `°�, .��,.� `',�� �e� �� � CCR-. _. � i8-TFCP�-N . - .� -.--_�.=_-. CB .. .- CB- _ �-- -----� - L' y M&�- C8� -��P.c � - _ _ F ia� '�EXi TiNG.-24• . . . ,a��-=--�_ M .:.� ' \ . \ Cg - __ F� i. � � � _ — lL -- >>. J��O �- - - - -� �- ��--�-F. :. _ �. ._ i,a � : - - _ _ ----- --- - ����a-` ��\ '. '� _ ,, ,� _ i _ - _ e R�P-iV� F� i � i� °1 , '`�` ` " ` _- _ - � --ez V � � � �� �� ' � - i�. �,. . CB � . � � . - ---�__ � � �- ' RE & - - � -- � . s\ , �. i � - r ,-.�.� �- _ � na � �� �� _ � i i �pi � i ,;/ , . _ -_ '-� -_ ��v a2 � � - � e�-� _ E� - _ � ��'a� , A � i I ,,7 _ �_ �-� c- �, R ���,tt�p v� is� /- �- _ � _ --_ _�-��P_iv - - i _ �-E-r�--� i �� �� � � ��:�` • , ,/ _ � � PUE �_� � <,. �,6�, Aa�Move Ex �i // ,�..,���,� � � . - a _ _w ,_� �uc � ; ra � sz-a � : � � � i Q - 2ci oue �� PU � '� .. • � ��'�c . ,.�a4D� r0 DRAik-_.o� , , . �� .� �t- =._ _ _ RCF-� �;s ce �. ��« . . � v51E `= , _ ;.,�_s�^ erF_ I _ r .z5a . ---��mv -`��, � '�,,� � � �. � ��. ���- REMOV� PLUG AND ._.,. - .. _-�.�._ C �-��. .�. , � '_ _ _ . EiF;, ---- - `,: � � _-- . ;-� � .� ��r,,, . � F Ex Di ND FI�L 42" RCP x��'� i . F .i r- - - _ _ '.� _-_ "' - - _ �ENC -_� �l � ��'�BI � � Q - � , /a7 i PpF B �' � � I 'RCP . / 'lS / F _- _ __ --__ ? � �� ' �� � — �- - ETF � l \ - � � ¢ V �'� �• � V �� � -- REMOVE � . - - 6'`p, :' =� � - _ _� � � � � � � , .'�. � . .I: �"�i8. REMp VE EX MN /c�; ;�� i � P- � 'TO P�g T IiON _ _,� ��-� � � - R . - -_ � . �� . f i �,. ._ �n zB� �- �'Zi,��, . � � CB AN� -� ., � i A2. R _�. CL�555 B ��-�-� , . �. :, _ _ � I� r�.. ��� � �� ..,q2"RCP� . �- CI= � �°✓.�' / �EST-�5 �ON -. �3-n DI I-�'- •• -�--�' _ _-_ �s,� ..._ . I - :J ... .� -_, -� ' . . „ . ;, �i" , ns ' � . EST gY FD � �' - - - _ __'- � �-",- ".� - �.. � P �.i �'i7L lU{� <",5w.. END-SiA� 53+06 LT �. ���� �b� ^• �� .. . . .... / / SEE-DETAIL � rREMOV��� -�..1-s.. �-, . - _ . .. - ��� � O ;Ofp &E END SPiLL�Cl1RB-. � --�.-.._ ETF� p'c ! � ,_ . � �N.,: ..._. - _ , . .. . � . R�y � � �" I' � Ox -� �-`° - � � ' -� /� _ _ CP,� ��g � � -� �Sv TE � �V � -i.i r F � �A\ � � � ✓To w � flJANO �� � 1F S,R ..� � _ , � ; -- ; �. � . _ � � � ,�, _ , � . . _ � �� .� i', -_--- V . C . � � � � - _ � .. _ .._...,� � �' . i I _ � y`>-, � . �� � - - _ I- ��,_._ _ i � � � // i � � � ,g• � � , � � � � , � � l _ �cv-iV I . . - a T Ru B �„ � ..._.... � i . . � ...C6 : ": . �CB � cF�PL(�G-.A D �FtCL_'-- _ -�_i "i .�'"� j� �/ ,.'. /� - _, �sr, � �i5'.. � � �:., \.� _ 7as STA 53-+06 R � � � . . . � '`�� _ fi'C �ND - � _ . - s �> . � - % . . � E x f]I � � --� , X � � . p v - I ' �' Bu20iNG f-_• " , � � _ 15 f'L- _ � � � �e . RC�`W� � � -._ � � R VE SVSJ�EM �� � ^ CB. - _ - �. REMQVE_{$ ���ii� � i�' � � 8�-.. .- '�C�. � �� � � � crt , - _ = � . .. , � ' ' i ` �� ' � � ��' �`� � R �� � za Rca=V — -� � � f� � � ��� � '�� '� - � h� LEGEND , � _ ; S � � ��_ � ; �ml, �r��� � � , � ;, � �� , .—' ��� ; �� `F �,� � ,�=- �--- V � � ` � �,� � F��� � .�F � � -- � � -� �I '�� � � — `���� ,i .6 � / � CUT f31T '�,�C ��'�Dl�n i.,� RETAII� r \ O ... ,. � � �F, na - - - >>- � � ��' � � � SEE DE7�QiL 5� � � SVSTEM � �� � - � --�- _ i� � - � - L i I N� DENOTES IMPACTS IN ._ �- -� - � � � � c�, - - - - � , � REMQV � EX CB. �.�\��OtSTURB � c � � , _ EM y - - � - —� G . �- \ - - - - � 1 SURFACE WATER .-- � ' AND�iSERCP� �� •� I � . � �`.��., - � � g n� � ��� � � E iN �70JEx PIPH �ne � _r � DRNEWAY _ �� i : ���' -._� � :- is. _ ', - na_ � TIE PROP_LB WLp ;,� �_ . . \�•. � . � p-i . �F/ �-�ETQIy . -- DENOTES iEMPORARY � � � - '- -- -EX-a�RC� . �-. � F . \�.�.�,. .: �zz T 2�.' RC V i5' RCP-V e- �i . - 12EM0y E EXiST.I�' RCP , � / �i ' - �_- - _ _-. .�' . - � - 2G ' - � IMPACTS IN SUftFACE WATER _ .. . . l,i :, NOTES: _ . ,. _ _ _ _- � DI �� � � , � __ -- � 2Gt�- � �z� /-, � . � � ' � ANl7 REPLACE „. ` .�� � , ` . I.BEGiN SPILLCURB -L- STA 48+30�(9 LTl -- �__- �'Ff3 _.____._ '_ �. ����RCPt�/ '� _ __-_____ _______- �..- ____.-._ . -= " . ' � � F � �� .:. �\ , �ai �.. � . i ../ /. ,, . _ - -��_ �_ _- � C' , � e� �s RCP v �� � e �. � a_ . RETAIN � _-- -� / � 4- REf.41N DI AND i2' R, , Y.� _ � . e.;' � i . 2REMOVE AND REPIACE EXIST ASPHAU - - . _� � \``. \ \ i5F[tii _ , . � �� PAVEI�ENT u.5 S9.5B AND 6",�BC1 � - �._ �� R€�9V� EX CE . � . H G � � I I � � - �hEl�OV� �8 RCP AND �P�UG �O� - � ' �� � O STRUCTURE EXCAVATION 3.EXCAVA'lON OF EXIST B,RI�GE FILL . ` � S4 tiF {A_4$' RGP �,.. . _ � \� \ l � _ �fl9� � - , "' � � ,__ �_ _ '�_. r�i pDE PpE � ,\ 7�'^� F wER T� RE ^ '� r RADII DIMENSIONS ARE TO THE FDGE 0/ PAVCMFNT SEF GP,ADING DETAIL.SHEET 2B-9 � �� 4�� �� � � � - -., ` rsrPucrusA� PAr irFM� __ +-�-,_ r��c�� , ` _ ,� - �-�W , � �� e�e��! � = ^� T • � � , yr` UNLESS OTHE�4WlSF NOTtD 4. REMOVE CB AND EXIST 18° SYSTEM TO �� �'--I E% _ . . - I � X C ou;�A�iNccuoiNc�e �`� t �__�,' . �� `� �� S�v E'�' � '� , : s � � FE'A�� � � � �� b' SEE SNEET 2B-IFOR CURVE DATA 5.REMOVF AND REPLACE EkIST LONCRETE ' -; ' � ` � � X � C8 - _ _ . - � � fAI � E I �. 1 � ° � � � �� h�� ,�o �E - E—� � ���� � � �` � � � S Ee ss�Aav, ' SEE SHEET 2B-3 FOR INTERSFCTION DETAII_S srREaM eANK ro roE oF srREAM �oR R Moye ex oi � O � � � _ ' � � � � � ` � � >�� � � � ��''� � � � ��' SEF SHEET 2D-1 FOR DRAINAGE DETAILS PIPE INSTALLATION. EST 3 CY OF �� A�D 12' RCP � . _. I�=— - - � � - � R0Y R�MITH CONCPETE REMOVAL AND R_F,�LACEMENT TIE TO IS' OUTF4LL PIPE � '-� - �' � _ � - � . . ��� �� , � SEE SHEET IO FOR -L- PROF�LE srnr� oF coNrRacroR To �ocarE allo coNNEcr E D STATE TlP PROJECT B-5/Zl/B—J� � sEE sh'EEr ��FOR —se�— 4Na —Ne�— PROF�[�5 6.PFMOVE AND REPLACF EXIST CONCRETE � � nFE��� � � STRFAM BANK TO TOE OF STREAM FOR NORTH CAROLINd � � o � � � �, ��- � � SEE SHEET l3 FOR -FLYOVER- AND -Y2RPA- PROFILES EXI�ING BRIDGE BENT REMOVAL E� �� -� D CO ST RUCT IO � oF coNCR�E REMovu allo REPuacE,wENr HPe � SEE SHEET l4 FOR -Y2RP8- AND -Y2LPC- PROFILES ozeeciN sPiu cuRe -�- sr� 4s+ss ra �n �"PB�„Pa "'' �--�-[' �Q� _ Sf0.53+46.� '� SEE SHEET l5 FOR -YB- AND -Y9- PROFILES � B.BEGIN SPILL CURB -L- STA 43+39 (42'LT) �q N \ N O O2 �AKE COuNTY D i2835 - PG 2740 � CHAUC R � MARGARET ALTMAN B� i960 - PG 24i �HVEST�ENTS iNL MANN O�ARGiE �ARiE FULLER Dg� H332 - PG 957 DB 2989 - PG ii8 �� DB i0559 - PG i762 BM i997 - PG 799 � �AMES H ANDERSON CO j� ED�iN E FLYTHE. JR DB. 5940 - PG 289 Q HESTER & HESTER BM i993 - PG i44i �� 8i8i - PG i853 D 3726 - PG 580 B i885 - PG iO4 B i8B5 - PG 82 B i977 - PG 393 i/ ARCHiE LiNVj00D KiNG ��ANN FA�IiLY SUCCESSOR TRl1STEE PROPERTiES OF RALEiGH � RiCHARD GARDNER Dg� 5369 - PG 54i DB 11802 - PG 1658 DB 86i3 - PG 2425 BM �947 - PG 73 PROIECT REfERENCE NO. SHEET NO. nae—HFa— Hae—HFe—'�Prs—NFa--� Kimley �>> Horn B-5/21 / 8-53/7 B O,p�s 2W SHEET NO. I P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 ROADWAY DESIGN HYDRAUUCS � ENGINEER ENGINEER v' W I PRELI1kII�V Y PLAIVS W M DO NOT USE FO CONSTRUCTION W � � � N I3 � � Z I �OCUMENT NOT CONSIDERED FINAL UNLESS AL� SIGNA URES GOMP�ETED ��}QO �-Y�-) � H1570R1C ' 2��'] � � �eouNoam NAp 83/ SRS vu � � � s u�� �� �� � ��� HP� c� £�: a3� a r °e y I � J - NPB � -_ _ � � T� � "Pe� P PERMIT DRAWING F _ //+25 -Yl POT Sto. IO+OOAO �`�' � � ��+— g�"Pe� P SHEET 5 OF 12 Se ' Yl- to. R ,.... � ,_ ..� , ,. . , � �.,�,,,, „".` � ���� c� s -' �- _ NORF�pR�RdtTf9E�i�0 �HPg � � '_ , —x-� - , ... _ ,.,.-�- �� �4 �y oos C PO e0�d ZNpB , ..._.., .<,...,-. ,,,.,,�` � 1aNe � �� ����� � I ALL � r _, �" "^^^N=�=�n.;�, ._a,r- �. -Yl P Sta 1t7+�8.85 I �I ��I II �- ° �Hc �i,Pe� , . . , , � . _ , � ', � _ .� - � � .. - �.P � b� I� � ��e�HP � � � �R - Z�POT Sto. 10+00.00 ��`^,..��de ,..,d-� `--"�! _f�o�E�l � ��� � rAp o �asa�� o�� -�i�� � - - -',�_�_i/ e � ----� — — � _ , � ; � esr _�. .._ � soi� N _ -� I � �� � �; ;� --b � _�_ — -<_ _ _ _ �_,�r�i - -�- - -r - i I � -YI- TI to.12+0330 _— _�/ � I --- - , — SOIL _ - _'�c- - � _iut� - _ _ _ _ I g. P C ss I I �I - .. _ . .._ ,' OS ' �^1�,. ' ' 1I � I I % ` �a n woo t - 1 � " J � � �I I I BEGI 0 TRUCTlO � m ) N�EST $T 4z �r Ss .� SO�L PO E � / -aXi� ci� _ ' �� - _ - - � , ss-I-�-F- ------� 1!� r �E� �ab"��w I�I � c�' -Yl � to.l2+15A0 ', n n k/ n �' �i ; _ _ � 4 !- -p_ _ _ _ _ - - _ � � � � 7�\ 4RACFiE� `� � C . � ��TdTU� F4�ILY. LLC � ��t,� � � exrsr x. � ��' �� _ � . � �—T'�"� ��a�� �7� \ SicNa� � ' �� I ' e KOSTANDINO. LLC � ��P . � � i �,�1 � fS_ A� ��y�i�ry � � coNc � sr `/ a � a � ; � - , '; -� - � �, � �T � Z��� i �. r �T � ��Re itESpiN,�, � I � �ry��_ l rohc_ �� �� �x � � -- , b �, ,�, . � I J . �_ sTfM � -v.W/ x's� a� RCK :� � I AREHOUSE i5 Bu5 � : a��v � rn � I � J vo Ea � .. � s REEr _ au �/ SF • 'M �A ' - = x II esr I ME ER ����01 '� '.'_�i�t--- _ � -- � � � � � � ' , , I � i ,:. � � I � . . � � i � _ - � � . � __� O � II ^ II J � � � � a I I B57 � =� � n COVEPEO � o I � LOADING AREA 'n BEGI CO STRUCTlO "' i "` °m � reaFFic ' - �q � - - W � � ��K -Y7- POT $t0.1/f76.00 � if � � " I �' � z➢—� � sicNa� �' - - * A. - � I / cm �c l �nP+ J 36'RCP-ry 0 � � -N_, � = H0T80X � o0 �,, � 11 �l �--� H � - -�_ -�_ � �QN� - _�' - � � J ;� 'O � 50!l �'I � - - E01 � - g• lL � ExiS� � Y6- C Sta.14+69b2 � t I � I I �� � esr � _� j"�Sr `^cRETAI '-, __� 2P � �'` R• �T � � a � RE�IOVE C�'s AN� ExiST Sv5TE1� gIV� �i== i• �LC -.�yi ��_ � � III ?I `iO 30� CP EX ^ :..�C I "^' -_-_����pp Np� pj SYST p�,iN E FLviHE JR o ��_'- ___w\ " �'�X • W��eW esr � - Sn,,, � B EG IN 5P I L L Cu R B I � m i i i w O15fU B J � � g � -� ' -Y6- STA,i «33 LT I I I� II TriE CROSSLAND CO�PANY TBDI ����o� Cvo � -_ �� -'X- "n �'v -X�-, POT 510. 14i�08.64 - �ser.e�s rn � �� � s o i � I � to � _��TBDi'< soi� o m�� Wosu s o i � 4 �cxer --, � cv N� �a �, �- 15' � ic� ' � � - �'�-rrP�rO�eT Sto. IO+OOAO � '' � II I I zsaKaus --- � � %'" a EDW/N �op�a i--� Ex �='-w, T / eo� � �„ _ � = tiTV �%I8.3• - �'; •�� �� � � �I I Mni�i� � .� �. .. �� � E. F� yTH� �R r�� � � rsr q� ci � - _ , ss � ��- �- IE PROP 15'RCP-I b C m- n � BEGI CD STRUC�IC� __ .,a� �� esr � I�TO EXIST RCBC � � rz' W� vn i: n�' � m esr RALEI �i -��� p�� � ,� �_ r�.. �YB- PQT St -h�1,QQ ? - _ `so� � � �' 1� RE�OVE Di'S dHD PLUG RCBC �fueB = _ � �'.. 15• �t , '� � �i- �� gE1{E'C6P� E f � L�; ,� � I F i i � -Y7- POT Sto.13+53.40 = auno,pc _— ..� � m ��,=_ — -- I o �`�l � � � ao or � ��� e n�N i �F �� -Y6- POC Sta.l6+1 .60 ^' K' � ��"' �� �� � � � � . ` `. , �� � � o0o/ c Nc � 'croNc crr E roNc ' H I;,. . RE� Wi3B Q isanaas 0/57URB �, es�, � I � I �- 0= �S SO�`i6.� �s :, . b CB � i� FLLI E 0 RETE n I� \I / I euaapc NR��P � >>�� W � ! I - Yl- PC Sto.13+92.98 re�� B N ���u�E !�A�RINGT�STREET FILL�iB R,C '� ��- , 5�1° �_,_ E � REMOVE CB AND ExiST ��SVSTE� �; i ��� iI 8'x i2. SEE NOTE� �� x ACOuiSiiiON REiAiH SvSTEM i � � $���_ , ,' � I PARTHERS LLC '�� d' T-Q� ����si,,� �y�. �. �� C . �� � � �^ - ,� � CURB zsM��aus��� I �y0005 � G� � __ RE�IOVE E CPS & I �� � � ��� � � �� � _ ��� � � Z�PZ��(__.��-"`-.� �� Fi L.--.:e.;:.— w� ,. a'u .. , P-: . -v 155 RCP-ry� 5����R ��ExI�ST � � D R OPEMENT �'� iseiKeus LI IcoN-; EVEL n � N 0 esr � ,� � f � RE V TRENCH A Sdrc � _ � , —PROP PEDESTRl,44/ _ Q � RE LACE / 18 I i��µ � ,- - � p�� � _ �p g•x�r � ' � �, : m T E ALL CO..LLC � � I � i2' S9 TE esr k� � I� � I, 12 INTO PROP �- �j� � �s- � ���_ . � %iS S TEM ,', PPG RC CoCVRB I �- � � � �D �� TE�PR PniREc� � � � I CB , 83� � I / � _ iLL .64 LT '. i � , � � „� �� � .. � � - o i_v�� eZ 2 �✓ Bo��AR�s � . � �,.; Y6- �� R v �i ` �E r,�, ��,h � F� , E—� �. I °/ �-. z ' -- „_� esr c,._ � ALITLET T c i_ Q � I, TB� ��0 5 pNL 0 E%i5 F BA c K� erp tt� o o ��^ W HARRINGTON ST _ F _ _ =:<? , ioE y; � - � 5 � ca u v`�i N 2'09 � > .� �s ��� o � �. ��.c�r.: e W �, ;l ' c � � �+ 089' E F e � - _ _ ____--- --- - - _ - � $ �. -- —' - �a�ecP 1 �i�� \ ���'CaR,,, . �` -- �) � � --,_ - — � � - � �,` .. , ` W - - - - - - - - ` � p : ---�."� "�;/' 2'-6' C&G C �q. n� ecc� � A 18' P . < . � .,_ - - _ - _ - _ . _ _ _ _ �y os - I m N�� �� CR TE r NE n - L NC Nf. VIALL . ' _ er, r � ,.. � ..� � - .. �. u. . -_� - E) PROPOSED � �,� 15+p0 f YI � �' SVSTE . „. �^Q' RCP-� � :,: - A � �}�g�F CB `� 'd�°'�� -� ` _ �'-� .__ I � . K � �:, VI �j�ALL 0 EXiSTiNC -m ,.-- :.�-- "` 6 + _ I UG A , „ . �._ _�: ,. - ce . , . , roNr � __ . ; - - - _ - � � a�a� isa -- �r#�=�Fi� 1, B � CB � �,�_csr, _-� � --�- ,� . - � zP�ca� r4 6cr+� �4isN� SY T M Q --�- IR l8'�CP I ° = C@ 'v\ � - � me � RE PPRO% 63' I /3 L �T � � RETAip� E i�S i T NE coNc � - -c�w� -�� _. r - � �` 'k;� � . . . - � ;��`'V _ - � I�� Ir, eZ 2 I �p 5 oSPiEM \ D C ALL �- l��l CIT1' OF ftAi E34ti w i -- � { oE I RCP'-I F - � 6 � ' � � . " �''��'` ' REPLACE EX CULyERT �iTH 2on'x7' RCBC coN -- � ; .., .. , �0 2 �'�'' 0yg E Cr5 AND �I 1 � �F Di � ; �� � � . '9� ��§� � � PLUG.�FILL � ANDON EXIST i8' oocK �- � � �LACE �/ CB c,'.� � I s r E ev � ip � � � � � I � I i5 RCP-ry - �' . � �i5'RCP-ry F� L_ B; • � H`°� , arE � esr O lyO7 � � � , CB ' T pIH E% 8' RCP Wao� � �z��c �.:. a L G A � .; Ta4 ' � -sn . m RETAI �� _ _ _ � - - lv I � Si'u//t�B iseKeus '. �`coNc,. 5 iE ip FRO� s ;� =d �� k� - �` B �� � s.o.� � SYSTE� 1e•A�`- 2 I 1 hs ��GE p�Vg g AND � I I I � i ..��i OFFSITE e� � _''� � .: ST s�- �"I- �,, ..� E� y� �SM7�eus � � p � EX�T SY�T� � __- NyERT � - F - _ - -� i� �` i v �, � i CU�VER � Z I — n zaoo� H 0 sa� -_ �� r I p i 4� � x S�. . � � �i �- V E E EXiS7iNG 5/DE�'ALK � I !� JT I � RETAiN , �g t /� � POp I Fie I � - V�SE�'�OtE 41 :. g _. , SVSTEM acR� �1 D ri- �'A E5-_h.+:_ � R���RADE TO DRAiH '� � c' � � V- . �i ; �� i8 � � � � �_� � IR �I I ICB � soi�G �"� A_/ i - poAE � � � �r XI T� 5 F �o IF � N e� .�eKeus c° ; TB� _ m � ��T $lO. 20f��.00 = L ir '-I o �r ncroR ro vER��v w � i � z � � _ - Ep � - �' �seE Nore s � . °��� ruP iv , r�, � � — Y/ �� Sto.15f99J��� � ��o �X�T SVS EM ON TOP I ; i O � pi � i /• asr \ � �• t OF DECK A� TIE TO '� � � � .' � V1 �'� TOR T�p �/ �s�x.lus �� �- � ;�Qd � � � 0 ` IOiOI'O%� :.����V � �,N ��7� ; '. 3/� � � .. O e � �� VE i SYSTEM. z.. ��J� ,� ✓ .,_.; � ; � > � ' � C: � ET,Ai... � aca oA °e . � 43ti f�ART �RS. LLC . l� nl,, �� � �, ti IE,( 0 811 RY �K aca� ,,, .. . i � ; � ' � � �. ilE�� 2GI� 0 EXIST IS �t�C�P. � ��Nc � �Ve� � �`�t cuRa Di I I � �- T I� ��� S�PROP SYST _ �� H ou a c ._. �.-yti � p. � C CUT H �� � ff ECESSA '� , �, . _ � � �y �: ' j�— e.. _v . ' . .� � � � - � �,Qh � '�, SEE PLLIGe, FiLL,SHEEI`2��DON � � _— ,� � , � ' ' � BEN�uE-€;� F �ATCy��NE - � �� ..�,�,ti,> �,� �_��. _ ' CP-iy . �k, . � �. � - � 60' RCP-i MATCHLINE -y5- STA 12+00 (SEE SHEET 5) -Y�' STq ��t� �S EE SHEET 51 L, * TRAFFIC SIGNAL LEGEND RADII DIMENSIONS ARE i0 THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED �NorEs: DENOTES IMPACTS IN l. RENOVE TOP OF EXlS7/NG STQNE WALL TO AN ELEVATION �'PROXI.NATELY l' BELOW SEE SHEE7 2B-I FOR CURVE DATA SURFACE WATER EXISTING PARKING LOT.REMOVE TOP OF WALL APPROXII�ATELY 22'FRO.(�l EXISTlN6 SEE SHEErS 2B-2 AND 2B-3 FOR INTERSECTION DETAILS �DENO7ES TEMPORARY RCBC HEADWALL r0 BEYOND 7HE PROPOSED SIDEWALK .44/0 CHNN LINK FENCE. USE SEE SHEET II FOR -YI - PROFILE iMrnas in SURPACE WATER FLOWABLE FICL BET4yEEN EXISTING STONE {NALL AND WTSIDE OF P,ROPoseo Rcec. SEE SHEET l4 FOR -YS- PROFILE EST l0 CY FLOWABLE FILL 2.Re�lwe ex�sr ��allo �Nsra.�re2c�oN roP oF Rcee SEE SHEET l5 FOR -Y6- AND -Y7- PROFILES OIK N \ N O PROIECT REfERENCE NO. SHEET NO. nae—HFa— Hae—HFe—'�Prs—NFa--� Kimley �>> Horn B-5/21 / 8-53/7 B 2W SHEET NO. �,o,s I P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER 1�-- v' W I PRELI1kII�V Y PLAIVS W M DO NOT USE FO CONSTRUCTION Q � W � I � N 3 � � Z I �OCUMENT NOT CONSIDERED FINAL 'O � Y'_� UNLESS AL� SIGNA URES GOMP�ETED } i' � H1570R1C w �eouNoam NA'y SRS 2007 vo,'�3_,: s u�� ,� - � � � ^- � CQRPORd ION . � �' '�� '�el � � i - � - - HP� 8 _ -Yl- PRC Sto. 11+25.64 "P �NPa _ � - _- - - -- _ - __ ;��-, - - - - -- = ,". 1, r : a "Pe�i,Pe PERMIT DRAWING ` _ � _ - _ -Y� �OT Si2_l0-t :9U - ��,FR SHEET b OF 12 r:' I � � x � _ _ � i . � . � . -�-I- \� � _ � 'Yl P Sta.10+�8 N r, e��a �HPa -_ _ _ - ��q', ORFOLK SOU �1 F \ � 1 „ -> .'. ���'"�"�r -. _ �� � �� �y� � ��� �� � ��� bo ,� _ � r CORPORd'teOPd Z 8 � - + �coN �� � ♦ < � Na 1, y � X . _` �� 1 � I I � � �� J� V `I1Pg �-a..,..� --� � . � �� � . 7 � , -cac�E� � � � . �� . „ � - - - � _ � - - ���e� �If�� � �� KZ �' POT �SIO. lO 0,�� � _ �'i�x_ "t -.�N I � ���� � YiAN' �D' Bd HF RO ��a �. _ . -i �� � � . � �'4fi � �'-1� �Pe� , -- 1 � -- C . . -_5CF �� , - � � � � r� � .. r � _,1 - — soa - �. . - -_ r� I �� ' � . . \� _ - ��� �� -- � �^-- ��so�c l _g -� �- -�`�* --�-� � ac ,��---�---t-I ��� ' � o.12f0330 ��_ � n�. � � 1 = _��'F � _ �'� � � '� � '� _yi_� �r __ .� � � �� „ _ _ - ���- -� � � - - -� -� - - - `- � � e �5 . �,I � � � �� 9Ke � � � „ � � - - ,,�°40 - � ��1 � ".� �" _ � " �„�- _'� _ -�=1�" - N �yesr sr,' az esr �ss � � .� soa Pa e ! J� � � � � B�GI CO S�TRUCT�O � �, � � � � � � � - _ � , , � o �u � - =`�u` - _ �p =L �`��������� �a���� ��I �a -Yl- PoT �'SlOJ`2fl5JOO >s � � �k� a � cx � i � i � - .-�_ � 4 !- -,-A_ _ _ _ _ - - _ �� � � 7�\ 4RACFit � . C .g � ��,7UM F��ILY. LLC � �i �i�' � � � ' - _ rsi a ' ,� - � ��_—�p � F�-= �.,,�� � ��\ �� i�rysicHa��� �' �dti� �'S�; ,x � � ` 1 T`° � a �A ��KOS�AHDiHO.LtG ��i�DS ��� � i .r- -� _ � ;�-�, O � r- � � i' I� ' � _ � �� I � �� � I _ � �Q � �` / a � a, i , � � � � _ , � i � � � ...„I � �i I LT I ZIYC �� � SO c ��Fg �F2E AI�I , \ I � __ �l/i_ 1 t'� Cbh�:�� xi5r n/ , �� � xV _ �` �� ' � � i � �. , � R A �; , M � ,'�. _ �� o , r � ` ' — _ �I I �N �t , .N'f S� ` � Ri � � B✓�Itli ��� p/ '� _ �IAREHOU55 _ iS�805 /,�. � � i ' .. r _ _ _ _ / � � I . m I Al Ea Y �— I ; T N F _ " � i �SF ;. �_: � - _ _ ._ ' / . , , 1 . �'�. -- - - J '-- � d o M �. � x I u esr � EYER_ \S O _ _ s'E / a I ; , -- - P _ , �' \ ` ` ' - - 1 u ��' � ^ , BEGI CO STRUCTlO =n` TeS1, � ` � � � � � � �-�"� � � �'esr I. � - '-'' �K" coveaeo � � � , � � � , � _ , — N ,��. �1 � .- / 5_ TRA��IC [r+ i � � y o I.� LOADING AR�A CO C / N�. � � n � _ � I S A 0� 5 0 I � SIGf AL � r q . I � / / • �K � / . -Y7- POT Sto.11+76.00 � \� �+ � , �, �'1! �1 Zpcsc � `x' -� -��-� c � � Nc � ' a , � �1�— � rv � o � ,_ p `�_�_ �—_ - �°x � ¢� ' RE 0 E C's A � ExiST SvSTE �� � yg � J 36' RCP "� �Y6 C StO.l4-i69.fi2 �'' I ����, � � --� -- %z�- -esr " 1 �° �� � � �'-ASTI � �-- �oi �8•oia� c� � � �,�A ��?�i� � "� �� � V N � � � '=ST,LLC � � � � � �.��� �� i�_� �RE� EX I . m � � ExSYT�Ti � _. ��„� �gv. _:�_ - --- �'�� � X '• ri�cM- F � .✓* :C . �6 Di Q�i1hE�FLYiHE J - � � . W --7 "r'� 5 � � $ � � � - ` �0 - -- �-30• CP NF7i � � ��i e esr '. BY���STAL� RB1 ' I � �� �i�, �„"THE CROSSLAND COMPAMti-� _ .. ,� TBDI�_ ��� ���/yG,. ��'.i C �O � �n,; _. ' ' -X_ - ��"� ;� ��,� I �� � & _ - } p/�,/�,/ . � XO-. rVT S%O. IY ,OSA`/ iSBY.B�`_ �Y . � — — . , r , . � ,• . _ �l w D/ �¢ � � � � c ` � �✓ EP . ^ i �n,:, il / -TBD� �� "\ �,o - crEr_ � . - - � (, - _ � _ � � Y�- POT Sto. l0+_OOAO � M�it�i i� "'� � � . �9'� t�i�i � ;ni� � f0 ' � � �ma � __ � �--�i � ' ' :�,�� /�� I' , � � . C�qy �, I I � 258KB115 � � _ Q � ' _ _ � _ � ` -- _ � � i� _ * — � __ . � � � `�'/I�i�F o-''n �.�r ` E �? EDi � . 1 =' �17�7"I83 �� �� t i ' � � CT" JR �_ r $ - - " IE PROP 15' REP-I �: . � � y � C � � r� � � >>, �_ � - � � _ s� I BYGI � D STRUG�If� .. .., � �. w., -, '� �.- , � � .. �� esr.�� . �� � EXIST-RCB� � .. . � � , . � - � � �. ... �.. �•�'., 3 . - _.. �,... �� �� ... ��� esr -:sCi . - R,lL�y� oi - _� � �: � � ' ." TEs � � � r ..I RE OVE DPS d B PLUG RCBC � ��8� , _, . � � '- �' - `, 'CDP�1 E�f ' - � «S7i� • � yM rv � 6- �Q� ,.S.f �� �i, � �- � � sr o � z � � - - � ���� i�o.. LLC , ao or � �.. , � � �e n� � � � -Y7 POT Sto.13+53.40 auno,N� __� -; � ;� ` '� - � � � �s��a�s Q o,� _ . � � � � � h � � ,�. �_ , ' � H � a;� -Y6- POC Sto.16+1 .60 . ,- -_- � � cts �—�.","._� u 6,�,�, o_ -� ' � „�l � '� � OiSTuftB ` � , , > u , � � t � � 0 - 75'50'469'-� 1 �, � b ` iM� Fiu�E� � w � �_����K esr � �� crr � ���E � �,�. � awc a � �, � � � , , _ so�� _ � i � _ � � � --. . � _ ' - C j Sto.13+92.98 re��.1, �� - E€� �ore � � � .' _ - �� �- ' co�vc �� , , � - - H e�P � �k Fg _ . - R r€-=�_ r �coNc - .. NARRIHGTON STREET BUILOI G FiLL 18•�,C � � �._.��.-� '��. � , '- - E � � �' � � . ��I � � REMOVE CB AND EXiST SYSTE� �;;; .. i �B a�p . i�'�. .. . _ _ .. - �. B`x (2' ... - - �. 00 ,�,Ot . ._ . _ �_.- ,. � . � _� c'�ZC. `_ ''�'-i �: - . . -. ___�'- �� -�1 ACOUiSiTiON RETAiH SYSTEM . �,�� � . _ -YG- PT $10. lE'�'BO✓l `� � ,. � - ' i kl; - � � � CURB� -�� � � _- zsM � -.�'�� . - ��yaoos�....� .,��; � - - - � Y'��. - � �� ; :r. - �� _ , . - _ . �- M�� � � � � � �:; H 20'42`22.9'�_.:_:_ uc v� � �. �, , �� RCP-��� ��=7i �roPos� �r�c �. R(aEiGN�_ � � � � - � � � � � oi ' . , .. � � . � T '� A d�q �. �: � . o- -(` � : -v �g• y� T$ E%IS7 � DEVELOE'EM�JT- . ��� _ise��t��s' � ' _. . Q � RE �ACEE �CPS & � �� i��� , T-Q c ����� � � � . f' � E ' - � .-.:,�� �++ , . �., � ;,. - � . � --_S���E_ 4LL . : � . _ � L`�' �rop_ �-�� � -� _ . I � � h �R App , A Q 0y �' . xl .. " m -- - � ' � LO..:LtC --- . --- PART ERS LLC „ _ R R H 1� - - • , w i e - �, ' N � �E TV Y$ ENC ' � ND 8' x �2' . . -F7fi0fr'PEOESTRMIN.. � e � .. � - _ _� ', I�✓ o ' esf - I- ---- �-. f _ 12 INTO PRQP_ _ pE -_ � �.-., �j� _ , a� �, �� - �� %i5 S TEM i� � -�2'SvsYE -C�RB- - , a I �� �- N - _ � _ �� _ PLLIG RC Co � . ' " � � US` '� 2 =�\ O,� iLA OS � ;5., [ - -FE C€ ��- �n �� � z W . J CB- - - - - ry � r � � r �. _ � � � r i iLL 1 - � - - - - �`�- zse�naus- � = aa,� - �-- W r�. rn� - . E-7`� .-f - - `'-� �' - •64 LT ..��, �AT EEXIST I . TB ��� . - -TIEf P- C`� - "�� -- � ;,.., . i6- �'- 83� " � -�.,1 /bt F .,� 1 . �' - .. -..-,,. , ir . asr c, P�TLET . c��e' 'e"Di `"� � � / - roNe 0 EXIS � FB�S - { _�-_ Erf ' � - -- - _ ' . � � � _ . _ ,//��,, '� _ _ _ . _ � � i: �}� � � j � �`i �F �,�, P,e v F aF- �.; i 2.0� - �__ �1 ' � � � � - `� �� .�� - '��'' - _ -- - w HARRIIyGTON � E , � - -::�: - - ��.�&r� � � - - - - , r � _ � � �� .<�-. �� j/; �. �n• �, , �� ���.,� �� ,�� EE �E 2. �'� ; � , a' f � � � � Wp � CR TE .. �4L ,���� caHc u , __ - � lDE f -, - = �,i v``ii N 2'09'089' � F _ � _�� �Js � � - _ � — --- - - - - - � �� ._.:- � , . �a� ecP - � 1 " �'� \ ��...� � � � � . _ . - _ - �� RCP � A IB' ` � , < -SIFz �' � �� _ _ _ " o ,.,`����I' z�-e•cac � ' 7a• . . _ ;; - ��, v�n��� � (-YI-1 �� -- - ��� � -- '__ ,� "� � j ' m � � �� N 7 � � ' . RETAi . �.��, ' RCP-� — a. � _ �� . . a. u. . � `- .�_' ' _ - ig PROPOSED - _ ! �C� r4000s , �i� '{' � �',. �SvSTE .,- �. - � � ,:� � :,. =A . , -CB' .,�8 =_�- �f',�,� , ; � ; = � _ �jALL iQ EXiSTiNC . � - - ----- �� x�.�� ; m m _ �----� , - ° w � � �„ � �-,..� _ , — . :..'._ —4... SY T �B "h =�CS � :'_, % ..�. . . I ' 2P'C&G . . .5�[iL� �/3By� --- =.-- 6CHL �'/3k'�y� UG A _ - � g CA _- . a /- �:- ICC l8' CP li g,� •'. , v :C � - C@ . � .. � - - - � - _ _ _ .. ... _ �. . �� � � ; RE PPROX ,63' , - - � - , . � .� . , ` . - ,=r - �T RET4i -E-iS I - T 'coN /j - - - � �.�:' f � �- �-c�g� -,y - � ,,.�. \ >;,,�. - � � o� - .- � F -.. � � � I .�I I- �,- REPL�ACE EX �� �CUL ERT iTr+ 2on'x7' RCBC G'.���—I I � .. Gn' OF ftA� E3Grl- - - - - - � � ',�- ��ACEE F�C � � ��� � � � -' �� . � F � � RCP' ry .,�.,� � 1 .. �f � ��. � � `� . >s, �. � 'l ��� �� . ,���, tn , g� � � 1 � SvS � �N4 H ���0 C� �LL �o � / .-' _ _ - - - _ dE -`� ' N � D� i, �� � . P�LUG FILL A DO � EXIST i8' °�K' �, /y� �� � - p � � �� � � ,� oi �- � . I � i5� RCP-ry � � � CB . � .. � . , asr . .. � �. R � ry F � . � ,,, i CB ,; r . , j;�� H � � .-_ .`^ ...�. ` , DI � �'�BU2W �p E Cg.. � , � E 7y ��� .. � � C , � '��- .,�.,, I� p A .. �y ,.;: �� � � �,� '�" � isMr�eus; ��, , , � ,� � _ _ = Ta•ac�: -` - - � O � l �`,� T i E% 8' RQP Wa � L k�' � m s. SYSTE� ..iASi'u�157�SY5T�ANDeus . Y" . .k I. a.00� coN . i H FRO � - esr _.F ��� . C :��7� � ' � .. E : { V E E EXIS7/NG S/DEINALK I I P . � ,. � � OFFSi i0 1 !� � . san �/� � . POE � � � � �`�' . /b � i CU�VE� r-yy � ., '... �, � �I ��� e-i / - , ; - - � 1 �N ERT - I � i .-_-- / // �vl,y I� i � � � g/ w� - �;�� � � �� � RETAi�{� 1 �., . _. - � ' `� �e h -iy e5E bT���41� fi_ ,. - - �o � ` I .b ' � � ��C� � ' . SVSTE B i 1 i8' -.,. �\. �Id . R _i I � �oi�� �; � • D 'RT. -Y�- S� 15*Z5 I' POLE \ �, � ,' � ,, � � � -� � � � 1 . �" .. , � , '" -� ICB�� G S�:L'„' '-- Q � REMOy E TO DRAiH , �� I �� to IF N � � e,� ! � c°,° ' TB�� . � i m _ � � i - � _ POT $lO. `ZO .DO = L F�Ac �i%'�� y, � .. _ � ', XISr s ... � l ��;. � � � �' � � � - '-` .. -- - - -. •3 RCP �v - - � . --Yl- FfJG Sta: I5+99J��.:- o- _ _ �r 0 � ACTOR TO VERIFv � � , I � I � Z ' - - '-.,�eus 1 , �� � SEE NOTE 3 - �°� � i y , � ,' i��� ,� �i -- -' - _ - �� �,.�� - � � �X�T SVS EM ON 10P �� I �� ,;; i O . �� _ -._... . , -- TOR T -- ... : �// �is.���s Di ., � i � � .... , ,� � 0 = IOiOI'O'I.� �::::, , asr��V �- - �� � � • > . 'rr:5- PROPESYST TIE TO i; II I �2 � � :: ,:n,�_�, I� -SYSTE .--g 2.. ,�,/� - .: �„ -� -- � , ; � � � � � _ � � ,� RETdI �H � g� c�g.� 2�,� '_��e,�' , � � � .: �� . - � m au s c N. �� -�I F��VELESSARY� OI .?�� � ��� . � s;"' . � t ' ti: ��� -" I -. '� '\ �C ~ � CUT�- H \ �� ��~\ \� �'tg �� ;, � � I I ui z E� 3/ � � . _ � � � � , �� acar � .. � � - ���'I@�-4Li T0� EXiST i5 P' � �H '� c , _,N �� k 4� f�ART R5. LLC ��� � x_ ���. _ cuRa �� 1� ` .,, � �,�,I . � _ r— � �. � - , � � � . � � - �� SEE DE SHEE�D-I � � - . � �o l � ��� " � ' BENOYE�-€;f . � . . � � _ _ � y.� - _ �... - . . � - , _ � Y/_f r ; � � � �i , � PLLI , FILL � BANDON � � � �ATCy��NE _ � � - �-- 'p � , �="'k `' � � cP ��. � 'h, _,` STq �7t� rs � � ,.,:c�. n' � . 60' RCP-i ' .: � , _ � - MATCHLINE -y5- STA 12+00 (SEE SHEET 5) EE SHEET ,51 9 * TRAFFIC SIGNAL LEGEND RADII DIMENSIONS ARE i0 THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED �NorEs: DENOTES IMPACTS IN l. RENOVE TOP OF EXlS7/NG STQNE WALL TO AN ELEVATION �'PROXI.NATELY l' BELOW SEE SHEE7 2B-I FOR CURVE DATA SURFACE WATER EXISTING PARKING LOT.REMOVE TOP OF WALL APPROXII�ATELY 22'FRO.(�l EXISTlN6 SEE SHEErS 2B-2 AND 2B-3 FOR INTERSECTION DETAILS �DENO7ES TEMPORARY RCBC HEADWALL r0 BEYOND 7HE PROPOSED SIDEWALK .44/0 CHNN LINK FENCE. USE SEE SHEET II FOR -YI - PROFILE iMrnas in SURPACE WATER FLOWABLE FICL BET4yEEN EXISTING STONE {NALL AND WTSIDE OF P,ROPoseo Rcec. SEE SHEET l4 FOR -YS- PROFILE EST l0 CY FLOWABLE FILL 2.Re�lwe ex�sr ��allo �Nsra.�re2c�oN roP oF Rcee SEE SHEET l5 FOR -Y6- AND -Y7- PROFILES Z 0 N >- � 300 250 200 50 00 50 0 50 00 iiv A/b" 5/ t�L tN�AJCMtIVI rirt lNV @ CL = 264.24' EXISTIN� RIGHT TOP OF NORMAL TO -Yl- 2 2� 0 BANK / RETAINING WALL � �2.74:1 ALONG CULVERTI l� Kimley>>> Horn P.O. BOX 33068 • RAtE1GH, N.C. 27636�-3066 PERMIT DRAWING SHEET 8 OF 12 PROIECT REFERENCE NO. $HEET NO. 8-5/2/ / B-53/7 2W SHEET NO. 20ADWAY DESIGN NYDRAULICS ENGINEER ENGINEER ��i�' �.d��N J�' �d.a��.�5 DO NOT USE FO CONSTRUCTION DOCUMENT NOT CONSIDERED FtNAI UNLESS ALL SIGNATURES GOMPLETED 50 200 250 300 � �+��+��+��+i��+i�+��+i+�+��+��+i�+��+i� � srA i5fi3,ii -Yi- I- GRADE POINT ELEV = 2T2,76' � SKEW = 79°53'44" 2@ ll' W X 7' H RCBC PROPOSED EXTENSION = f/— l29' 2 NORMAL TO -Yl---------------------------- � l (2.0_4�l �LD�IG CULVERT) - --�� �-� � �- -- - � .... .- � , -� _ , - - -----------------------� �� _ _ __-- � - ........-. ���--..... , - -_ -- ----- ---- --------- ---------=---------------------------- - ----------- --- EXISTING LEFT TOP OF - `-------- --"---- -- PROP 8" x/2° CURB EXISTING 60X CULVERT BANK / RET A/NING W ALL ����i TO REMAIN 260-------------- ------------------ C� OF CHANNE� � 54" RCP /NT 0 S/DE OF BOX lNV = 262.3' I� I��I �PPR(1X1��1�TF NW�FI - �-�� -------------------------------------- 0.0054 36" RCP lNT O SIDE OF BOX —' ___ � ft/ft lNV = 264.0' PROPOSED l2" DlP WATER LINE IN A 24° STEEL ENCASEMENT P/PE z O N i � DETAIL 1 BERM 'V' DITCH ( Not to Scale) NaToral � I I Groun �• 1 � D �'� RDWY Geote�ctile �-? l Min. D= 1.5 Ft. b = 4.5 Ft. Liner - Class '6' Rip Rap FROM -Yl- STA.20+65 TO STA. 21+50 (RT) FROM -Y1RPC- STA. 16+65 TO STA. 18+33.19 (RT) SEE SHEET 5 DETAIL 4 LATERAL BASE GRASSED SWALE ( Not to Scale) b Natural I �---�I FILL Ground 3•� p g? ���t_ SLOPE i„ i Min. D= 2.0 Ft. ���� 6= 2.0 Ft. 6= 5.0 Ft. FROM -FLYOVER- STA 22+12 TO STA 23+70 (RT) SEE SHEET 7 2.0 Ft DRAI.I�AGE DETAILS DETAIL 2 .= a FALSE SUMP � � ( Not to Scale) � � O � Outside Ditch �Z p-� Traffic Flow ,��•� 20: ) GI S etc. S=Ditch Slope C� Proposed Ditch — -Y1RPD- 13+00 �Rl� SEE SHEET 5 DETAIL 5 CUT DITCH ( Not to Scale) O� Natural � 3'1 gt Front Ground ? J F\o�t Ditch D Slope Min. D= 1.25 Ft. FROM -L- STA 51 + 00 TO STA 52 � 90 (RT) SEE SHEET 7 FROM -Y7- STA 16 -F 70 TO STA 17 -t 27 (LTJ SEE SHEET 8 DETAIL 8 ROCK PLATING DETAIL � Not to Scale� SHOULDER POINT ���2.0 ft CLASS II RIP RAP ; } O� 3AH �10' � )S MIN. OVERLAP ' �TOE OF SLOPE S �����AF FABRIC OVERLAP DETAIL GEOTEXTILE l � (�Q� ( Not to Scnle) 10 ft OVERLAP (IF REQUIRED) 3.5 ft FROM -FLYOVER- STA 21 + 68 TO STA 22 + 50 (RT} SEE SHEET 7 DETAIL 9 CUT DITCH ( Not to Scale) O� Natvral �,.1 ,�gt � Pront Ground 2�� p F\at Ditch Slope d Min. D= 2 Ft. Geotextile Type of Liner= Closs B Rip-Rap Max. d= 1 Ft. FROM -Gl- STA 10+25 TO STA 11+25 (RT) SEE SHEET 7 AND SHEET 26-4 DETAIL 3 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min. , 2.0' Grade � _ GEOTEXTILE Type of Liner= Class II Rip-Rap -Y8- STA 10 + 95 (LT) FROM -L- STA 49+45 (LT�TO STA.51+80 (LT� SEE SHEET 7 DETAIL 6 TOE PROTECTION ( Not to Scale) ti�et �\O Nat�ral .�, � �°`�S�°pe Ground b �� �d d = 2.0 Ft. b= 2.0 Ft � Geotextile Type of Liner= Class 'B' Rip-Rap FROM -L- STA 47+50 TO STA 48+25 �RT) SEE SHEET 7 DETAIL 10 STANDARD 'V' DITCH �Notto Scale) Natural Naturol Ground Z.� ,L.'� Ground D d GeoteMile Min. D - 2 Ft. pe of L�ner= Closs B Rip-Rap Max. d- 1 Ft. FROM -Gl- STA. 11 +25 (Rn TO STA 11 +42 (R7) SEE SHEET 7 AND SHEET 26-4 Kimley>>> Horn P.O. BOX 33068 • RAtE1GH, N.C. 27636�-3066 PERMIT DRAWING SHEET 9 OF 12 PROIECT REFERENCE NO. $HEET NO. 8-5/2/ / B-53/7 2D-1 2W SHEET NO. ROADWAY DESIGN NYDRAULICS ENGINEER ENGINEER ����ad��N �' ��a��� DO NOT USE FO CONSTRUCTION DOCUMENT NOT CONSIDERED FtNAI UNLESS ALL SIGNATURES GOMPLETED DETAIL 7 SPECIAL ROCK CHECK DAM ( Not to Scale) WATER QUALITY ROCK CHECK EFFECTIVE � SLOPE BASE OP SWALE � PROFILE NATURAL GROUND LINE 10-YR. STORM ELEVATION CLASS B RIP-RAP NATURAL �CLASS 'B' GROUND � , RIP-RAP OR F�'Pj��R � 10-YR. 1 1•5� 3� STORM EVENT TYPICAL SECTION FROM -FLYOVER- STA 22+12 TO STA 23+70 (RT) SEE SHEET 7 PROIECT REFERENCE NO. $HEET NO. Kimley�>>Horn �-s,2„B-5317 „ 300 ___ -__ _ _�- -.-_- __�-_ � -._ -,- -,--_ �. -,--_ � _ � - __ _ _,-. �. ___ — .�7\JLi .�7\JLi _-. � -._ -_ -,- , -,--_ � -,--_ � P.O.BOX 33068 • RAtE1GH,N.C.2763603066 R ENGINEER GN FNGINFFR , ._._ _ ____ _ ____. _ . _ _ _ . . ___ _ ., _ _ _ .,___ _ '. I I � , , , . __ _ __. _ . _ Y EI II I -I I .... ... ... .. . .. I. _. _ . _ __ ._ __ ._.. ._ __ _ ... ..... .... ._ __ _- a-o�r-of-v�..,a�v i I I . . . .._,� I.��. I I I -�. �. �... . i i. . i. i_ �. . . . . __ j � co.vs:�.x:v. ���.�.���� �� ��..i1,�� I I I � - - pO N6T U56 P+O CONSTRUCTION i i 290 BEGIIy GRADE -- - - - - ___..._ __ __, _ -- ---- --- 2`::CI 25��� BEGIIy GRADE - - i i i = BL--STA 10+00.00 - r � _SBL- STA IO+OpAO = i I PERMIT DRAWING L- STA 49t11.45 f20' RT! � I L- STA 49+1/.45 f20' LTI � i i' ELEV - 25385' , I ELEV = 253.91' i i E D GRADE ; ' SHEET 10 OF 12 - BL- ST 13f92. '-- -- - ---- - , . . _ i __. _...------ - --- - �i �. _ �� o r� �� o r � - ---- - 28� �I i� -L- STA 53tO3.3Z (3/.3.5� RTJ cov cou ,: fi DOCUMENT NOT GONSIDERED FINAL I I � �. �. - -- - -- - ---�--- - - ----- - - - - I � ELEV - ZSI.GP � UNLESS ALL SIGNATURES COMPLETED ___ _ _ __ _ _ _ _ �' TlE TO EXIST PAVEMENT -� ElyO GRADE _ __ ' - -SBL- STA /3f94.25 = i i 27� - -L- ST 53t05. 9 f3227'LTI , i� li _ � '�� � '�� ELEV = 25/.69' 270 ��' � Pl - 1Ot76.00 TlE TO EXIST PAyEMENT � i i VC l00' -- - II ' 'I i i �L- 652.99' -- ---- - - - - _ -- - - - - - - - - - - - �- - � � _ I�i EL = 2525d �I - VC = l50' - - -,_ . _,. � .c r� K = l06 i i 260 OS = 44 MPH „ „ 260 _ _. , , :.- - - <<��� DS = 53 MPH 260 i� ii i i : i i , -'"-^ - 250 r-���23�i r-�o.3or�z 250 � i i 250 f-1/.72/5% �-J0.4039% ---------------- �_,�� -------------------- ii ii i i I I - - - - - - _ - - -- - _ _ - - - - - - - - - -- - - - - i i; 240 r•-� N r-�' ri r-� 1 r- 2���; 240 ;1 J-�r-ri r-�1 ri r-�I--ri II 240 ------ ----- --- - ----- -- - ------ ----- - ---- -- -- - ---- -- -- --- -- ---- - -- -- ---- - - - ----- ------ ---- - ----- ---- - ----- --- -- - ---- -- -- - ---- ----- ------ ---- - ---- :'I i i - - - - - i� i i - - - - - - - - - I i i 230 23�i 23�; ' 230 i i I � ii- - - - - - i� , -- - - - -- - - - - -- - - - - - - -- - - - - - -- - - - - -- - - � i i , - _, -1 _. - _, ° � � ---- - - --- - -- - ---- - , - - -- -- --- - ;� - -- I �,. � V1'. i II___-___ _ _ -__. __ .I . . . . . . . . . . � __ - __ _ _- .__ __ _ ___- _ _ __- _ - _ __ - _ __ __ - _ . . . . . . . . . . _ � � � � .__. .. -I�... .... .... ..... ........ ..i. .� .... .... .�...�. ...' ... � � I I.I I. I__ I.I I. I . I.I I. I I . I I.I I. I I I I�. � . .�. .I I. I I.I I. I I--I I I� ��. I I.I I. I I.I I. � __ I.I I. I �I I I. I - I - � '_ I I - (' 1'1 ,I I I . .�.�.�.�. �.�.�.�. �. �.�.�. �.�.�.��. �.�.�.�. .�.�.�.�. __%�%!�)( __. ..... ........ ..... .�.�.�.�. .�.�.�.�. .�.�.�.�. .�.�.�.�. �.�.�.�. ..,.. -- ;��: � .�.�.�. .�.�.�.� I i `C 1I � C L� r� I I I I JL � �>%�� L: I /,Il%. l r l%�i -%yi7L in�L���� JL L= �)%�C L. �/l�lJ. �7 € l%%t -JI'J�� -` I��LfVll I I i i i' 10 11 12 13 14 15 16 10 11 12 13 14 15 16 i i i ; i i ii . _ ----------------------------- I i , . . . . _�_:. ._, : ._-. _..- i. �. . _, __ __ _r I �s�� � I , 330 i i 330 ,.,.�. . i ni N��. ri i ir �r ��iv r �Tpvr ii `r0i i� i i i i� �i'�a ryri n� r i i i E O lILLI G& RESURFACI G f37 i i i r� i v-- _i_ur i�F�------------------� CULV� R�T/ �YDR��� ATA I'� � _ � -Yl- ST 25f75.00 L________ _ _____ i i' 320 BEGI GRADE OESIGN DISC/-�ARG£ = 870 CFS iil ELEV = 298.16' 320 i � -Yl- STA 12+I5A0 �� DESIGA/ FR£ouElyCt' = 50 t'RS E D GRADE I i i: ELEV = 28699' _ DESIGIy Fiy� E[EVATiON = 267.7 FT ', BEGI ILLI G& RESURF l G(3"J ' I i i TlE TO EXIST PAVE�EIyT , �' easE ascHARCE _ 90o cFs ,I T -, ECE� - 293.04 �� , I i' 310 __- .- _^- -_.-1- . r av�ERTOPPING DISCHARGE - 2� A6 FT ��I I 3jO i i YI- STA 22f97A0 � i i BASE FREOUENCI' l00 YRS i i OVERTOPPING FREWEIyGY = ly/A � I' i i - - - -Yl- TA l + 7 = OVERTOPPING £L£VATION = N/A I - - + = Pl = 2/+70.00 ; �'� � i i - - - = EL = 29L76' i i' r - DATE OF SURVEY AUG.8.20/2 � YIRPC STA l9+15B6 I�I I Y6 STA 20*00.00 � i i 300 , - ELEV = 27/.64' , - � � -YIRPD- STA 17+27.42 VC = 220' — � � - ---- 300 i i i Pl = 12+45.00 - --- � YV.S.E[EVAT�ON i ELEV = 281.36' K-`a . i i EL = 28579' AT OATE Of SURVEY = 26/b FT � - OS = 40 MPH i i i VC = 60' '� �� I��� Pl = 19+55A0 i' 290 OS = 2 00 MPH , -- — _ VC = 210' 8 6 �+) 6-'�- 9�.-�p% (+11A079% i 290 T ` _ -, �+�'iA , � - -- - , - DS =�0 MPH , - � . � ! i �-�qA0O0% � �1�i � • I � Dl �H GRADE RT - � , ; • . Pl = /5+/5A0 � ' -Yl- STA 2/+50 ' �'i � � 280 EL = 266.89' -_._ _,_.__,_:___,_.__,_,_ +�.�p0�� ELEV = 294.29 - 280 VC = 980' ( BEGI SPECIAL ' I K= 49 __-�+��L�05% DITCH GRADE Rr � OS = 35 MPH _ - - -Yl- STA 20+65 --- - -- -- - ---- - ----- ----- - ---- - -- - 270 � /T�Opp.- - _ _ - - - � � ELEV = 288.86 270 ' ____ i -'--_ --�� ------ - - - --- • - - - - - � .: - - f+11.00% - --- -- -- - ----, ----- - ----- - ----- - - -- -- - - ---- --- - ----- - (+12.7205% - ---- - - - _ E D SPECIAL _ '' � -_ -, ;___ ' '� i' -.- DITCH GRAOE LT I� 260 T _ = I -Yl- STA 17+27 -- - - - - - - - - - - - - - - - - - - - - - - - - 260 - - - -- - - - - - - - - ELEV = 26738 - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - � , � � � _. - _ i BEGI SPECIAL -- ---- � - i I�I �� .� ,,. „�- ----' DITCH GRADE LT � � 250 �. r� „ � , _ -r�- sra �6+�0 ,_ , . . , , , - - I' 250 �,,.,,,. - r","'' ELEV = 266.81 _ __ - _ .. vi nr ni�i ` c'-�i-�r r"r j �' :-_ , ----_ __-- -- -- :_- _,_. _-_ _,_-� -- �j-- ---- �- —i— --- -_:- , --i i-- i- r fa� . �- � i r� r r- � "1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . _ . . . • �__ . � v �_ �.. . • • �_. �_ . . . . . _ . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . I i/f f C A Ai r� ,i A I i G �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. JL L_ :1I7C L_ I I'IIJ.J. ,:J IY1'YLr f] r l%!i � / -- I�LYVII rU. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N a 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2b PROIECT REFERENCE NO. $HEET NO. Kimley�>>Horn �-s,2„B-5�,� ,3 ROADWAY OESIGN HVDRAUUC$ ................. ........... ................ ......... . ............................................... ......... . .... ............ . . ....................................................... . ........ �,:o„ ENGINEER FNGINFER � -.___ _.,—_ ..._ _�- ._.,-__- _.,-_�-_ _�-_._ _,..- ._.--_ _. ._.--_ _ .._., � __..,- „ ._._. _ ._.,—_. -.___ .._., . _ ._____ -_.�,--�- .,—�.-. -_.��-. _�-_._ _,— ._ _,..- , ._,--_ � -,--_ � P.O. BOX 33068 RAtEI , .C. 27636 3066 GH N . _ _ ._.___ _ _ ._______ _ . _ ... _ . ... _. _ .. .. _ __ ._ __ ._.. ._ __ __ ._.. __ ._ __ _.. ._ __ _- a-oyr-of-vi..,a�v i I I i � I I j _ _ _ _ - -- -- -- _- . . . . . � _ i � .vs.. e.v. ]��]�' ]�.d�' ]�� ��' ]�]�.,.5��� 3OO - -- - - - - - - - - - - __ _ il UO N6T U56 P+O CONSTRUCTION i ; ' _ _ __.__-- -------_..___. II _.._ __.___.. i i: � i / R/ PERMIT DRAWING i i � I -- - --- - - - - _-= I ELEV = 276.63' - - SHEET 11 OF 12 i i FLYOVER- STA /9+/9.50 �, i i ! II - Pl = 20+5/AO I I : 2C�O - BEGIN GRADE � �� IF � EL = Z7S.99� DOCUMENT NOT GONSIDERED FINAL I I . C FLY ER- STA lO"�'JrBAS = ll�____ _ _ _--___ _ _ _ _ _ _ - _ _FLY ER- STA lS"�'.3434 = _ __ __ _ __ -i _ _ _ - ' ryi �i � VC_= ZEO� UNLESS ALL SIGNATURES COMPLETED i i � -L - ST 2+09.65 f 5.96' RT1 ; Y2LPC- STA l3+10.98 K 30 E � BRIDGE i i i` ELEV 263.65' ELEV 268.96' OS 35 �PH i�'i � ��R��FR�I� FR$ -FLYOVER- STA 2/+76.69 i i; 280 ' I , �+)1.T956% ELEV = 270J9, II 280 i i ; � PI = 11+4/AO - - - - - - - � �7 i - - i i ' ` EL = 26265' - � � � - _ ' - �i i � T . -_,. ,_T _ _,_,_ ` , . i i VC = l50' � - : i . . � � . - - - ------------------- 270 i i 270 DS =535 �PH ' - � � � ---- - - -- - ii . � --__ I�, i� _ .,' ` - ii _ _ _ _ _ - - - - . \ \ F- - i--- - i - ---i --_ r__'_ ���� �I i i , 260 - - - - r-����oi r+�i.7956'/. - - - - - - - - -- --- - - -- - - - - � BRIDGE HYDRAULIC DATA `` i �� i i i i ` i 260 , . � ' - - ' - ' OESIGIy DISCHARGE = 1500 CFS � .�i I � � � I I � � �y �� ' DESIGN FREOUEIyCY = 50 YRS � � � j I ��I � ��� - i i - - - - - - - - - - D lG ELEVATIOIy = 2462 fT � I I � I i � ' i I 250 - H _ - - - - - - - - -- - - - easE o�� aRCE _ �r�oo cFs ' � _ - - - - • i i i � � 250 i i ------ --- --- - ---- -- - ------ ---- - ---- -- -- - ---- -- --- -- ---- - -- BASE hly�'EELEVATION = �.48 FT � j I - �77L6 % � I i i' ` OVERTOPPNyG DISCHARGE N/A `1 � - --•-----(+10.58%---------- i i; - - - - j OVERTOPPdyG FREQUENCY = ly/A I � � �� i i Z4O i OVERTOPPING ELEyATION = N/A , j � 240 i i -- - - - -- - - - - -- - - - - 'i DATE OF 5uRVEY AUG.29.20/2 - - - - - - PIGEON � _ i � � E�D SPECIAL ,, yy.S.E�EVArioN NOUSE , o _� H R_ RT � 0 i i', AT DATE OF SURVEY = 2373 FT BR,4I�CH W+� ELEV = 246.89 � i i 230 '1 ------ - --- ---- - - --- - -- - ---- - --- - - ---- -- -- - - - -- -- --- -- - - - -- _---- - -- - - - -- - - -- - BEG/A� SPECIAL �N �� 230 w �� � �� �N, ,N, ,N� �N �H, H, - H, - - �H� - �H� �H, - H, - �H, H, - - �H� - �F' lT H R RT �Q � - i i � �-i vru r� �,i_ - LY f/ ��� --,r- � r i ii� ;� rr - ELEV = 24612 I I i ���` !r !ii�i�`, c T i y'ii,� 7 r` iii4 �irLY�L'�_ i� "�'�'Li"-u�fi I i i i i ' 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 i i i ; i i i i . - I i : . . �._:_ ._ _:_-._ _.-�. _. �. . I I I I i I ! - I I ; . . . i , . . . . . . . . �. I I _ � : . ... ........ .. .. ,i . . i._i .. ` .i � I i �: '. ���.- II , i �, � ��.- �.- .. . . . . .. . . . . . . ... _. �. II �. - R ' ..— .:._ — . ............ ......... .... �._ i i. FLYOVER- STA 25+76A0 ' -Y2RP - ST 16+57.00 i i� � ELEV 254J9 I BEGI GRADE - _ _ i i i T lE TO EXIST PAVEMEIyT � o n � o r� [ ELEV = 25/.85' �i i i 2H0 i co�i co�i ' TlE TO EXIST PA�/E�EIyT 280 i� � i i ---- --- -- - ' � � EIyO GRADE I' �� i i: � � { -Y2RPA- STA 1B+38.40 = ��I ��I i i� 270 - 2,�CI 2,�CI I -FLYOVER- 5T 25f2326 f19.8'RTl ' 270 i i i Pl = 24f26.00 - - - -- - - - - - - I - - - ELEV = 253.65' - - - - - - - - - - - - i i - -- - - - - - - -- PI = 16+98.00 Pl = 17+94A0 - - -- - - - i i EL = 25274' I i i VC = 300' i� EL = 252./2' EL = 2535/' I 260 - VC = 70' VC = 60' I - i� OS_ 330 �PH 2 2; �i 2 ii �i i K= 89 K= 53 i i i I i � �5 = 48 �PH OS = 43 �Pl'l --- - -- — ' 260 - - - - - - - - - - - - - - - i i ------- ----- - f+J0.3/53% lii i . (+)1:4479% - - - - i i � � 250 �+�0.96672 25�� 25�; ------------ I 250 (+J06585% � �� �� _� ' � __ r '----- - --- ------ _ ----- - ---- - -- - ---- - ---I , -- -- - ---- - ----- - ---- - -- -- - ---- - ----- ------- - ---- - -- -- I 240 2�t�� <<+�� �' 240 ------ - --- ---- - - --- --- � , - ------ ---- - - ---- - --- - ------ ---- - - -- - - ---- - ----- - - --- ------ - ---- - - -- - ---- ----- ------ -- - - - 230 23C� �3C� 230 ----- -- - -- - -- - -- - -- --- - -- - -- - -- - --- --- - -- - -- - -- - -- --- - -- - -- - - -- ---- ---- - -- - -- - -I --- - -- --- ---- - -- - -� � , - � _ , � � __ � �_- --- --- ---- -- - -- , � , , - ,-, - -,, ' _ ._ - �: - - _ �_ , rt - - _ -_ _— --- � __.__ i �.. �. j � i rf ( 1 A - .- .. .-.-.— � .-i � --.-�-.-.-= � � / 1i���11 1r /,I _....-, .—.-. .-.--� . - -- � j--- -- --r- i i i ni ,� �T — -- • - --- --- �u — "1 . . . . . . . . . . . . . . . . i �_. ... v �_. • . i Ai1i . . . . . . . . . . . . _ . . . . . . . . � a_.• •. . � . . . . _ . . . . . . . _ . . . . . . . . . _ . . . . . . . . . . . . _ . . . . . . .. . . . . . . . . . , . . /i/�. rJA- i AIi G �. �. �. J�L:I_ .JI7L L_ I %YIJ� % r l%IZ -ICL% l✓YL_'i ��Lhll�l �. �. �. �. �. �. �. �. �. �. �. �. JI_C JriL_I_ I 1'YU. %� ! IJrf ' % C��l F� - I�LYVII rU. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N a 24 25 26 27 28 15 16 17 18 19 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 49+34.23 - 49+60.23 (LT) 42" RCP < 0.01 26 1 -L- 49+96.40 - 50+50.94 (LT) Embankment / End Bent Removal < 0.01 55 1 -L- 49+65.71 - 49+88.08 (LT) Embankment / Bank Stabalization < 0.01 < 0.01 12 10 2 -Y1- 14+85.18 - 15+15.94 (LT) 2@ 11'x7' RCBC 0.02 69 TOTALS*: < 0.01 0.03 12 160 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 �� N \ W 0 � � .. � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >> Horn �DRAULICS ENGINEER PLAIYS PREAARED FOR THE NCDOT BY: °"` 50 25 0 50 l00 �DT 2016 — 58,083 ���8 AADT 2036 = 70,416 LENGTH ROADWAY TIP PROJECT 8-5121 /8-5317 = 0.786 MILES ���� `��q K = �O% 1012 STRNDARD SPECIFlCATIONS �e ��Q PLANS D = 55% LENGTH STRUCTURE TIP PROJECT 8-5121 /B-5317 = 0.026 MILES JEFFxEr w. naoonr;�, P.E. r.e. � PROJECT F.NGINF.ER SIGN91�!/RE: 50 25 0 50 100 T = 5%* RIGHT OF WAY DATE: ROADWAY DESIGN F.NGINF..ER � � V = 40 MPH TOTAL LENGTH TIP PROJECT 8-5121 /8-5317 = 0.812 MILES jUNE 30, 2015 . AsoN t�ACH� r.[:. ���'�� ���� PROFILE (HORIZONTAL) CLASSIFICATION: PR J CT DESIGN ENc�xEex �� p����� l0 5 0 �o Zp URBAN ARTERIAL LETTING DATE: * 1% 1TST 4% DUAL JUNE 21, 2016 RFKii`g P`9TFL, P.E. PROJECI'ENGlNEER PROFILE (VERTICAL) $TATEWIDE TIER Ncr�r nonDwnr Dssrcx r.F. ENGINF.ERING CDORDINATfON S6CTION SIGNATURF,: � `ro 6' Q HENRY J yANPALA Q JOYNERS REAL ESTATE � � ; // >, � � PRoiEcr aEFEaENCE No. SHeeT No. `� GEORGE, �Yt & � � � APPR A H + D 3865 - PG 46 HOLDINGS y LLC � e a m B 5/21 / 8-53/7 7 � ��� � 5� O B 2008 - PG 2034 D 1508T - PG 200T / �.- N�NCv �k MOR�)ECu �/ ,/ � � -FLYOVER- ST 2/t99 +/- � � �` '� �� � ti � 1 1 1 �� � �� 0 � � ,< �n �9 �= B i959 - PG 262 �/ / O,p,� ww sneer No. � 0] O � % l i iI / ROADWAY DESIGN HYDRAULICS ' O Typ � � HOBCO A11T0 $ALE$ � ISABEL HUF�.�IEYER ' � � J � / P O BOX 33068 � RALEIGH,N C.27636-3068 2- F,{./S 1 1 �- � � ENGINEER ENGINEER I I I 2s �ir -� � V1 Rl Dg� 14908 - PG i234 �� E Q CQ ���RUCTI� ," � � i i i C �� W�L � F' � -FLYOVER- eM 1959 - PG 262 �� 780T - PG 382 , �! ., p:� i/ / - B 20tr3 - PG 964 � `� �....N - �" -FLYOVER- POT 5ta.25+76.Q0 ,'���v v� � e� i i i �'�� '�' a �r STA 21+74 - , v =� � � � � ' - i � � s " FLYOVER- ��� � o �g � � � s�sAN� s MA�PAss � �j�uA� R Rue��es � � � �fi �J� � - � _ � , � � FRELI1kII�V Y PLANS �� 1YPE Li5T0 E& UZA E ABER ETHY ;�k/r � , S} � I I I � � D 7807 - PG 382 D H227 PG 452 ��a TlE PROP C�B F� f%ISd, B�S�P � ��/ I rd - '�.�� no xor uss ro coxsTrzacrioN , ';, , YVADE AVE w \a - i i i s. ,� „ 2a __ io �h �,,:. 6 � •0 „ „ _. - - ' � ' " : -Y�A� T Sta. l8+9638 = I i i B 2003 PG 964 B i958 PG i i i �F�y ' Y2RPB- PT Sfo.16+42.72 - � ` '� ' � i i i ��" -FLYCIV�ff�--POT Sto.25+39.61(llb0'LTJ � J -FLYDa/ ��i.25t4337 I I I �' � - i�� I - - _ , _ _`� o E x � � h� fl1.50 J ��y000 � /ii � I I I � �_ � �,.-� "o � i i i BEGI APPROACH SLAB Se .q� 1 z� cRpu 3� s� 2 -- '_ - - _ � i`�' �s- d F � ' �� ' � � FLYOVER- PT � ����6.33 ,' I I i -FLYOVER- ST 18+99 +/- � Y ��� - . '',-_ �OCUMENT NOT CONSIDERED FINAL i .��idt%C � �t�Ck:£TE �- � �.,,,,, 15' R -ly . . � , � � UNLESS AL� SIGNATVRES D i i i FLYOVER- ST 19+2 t/- 1.� � ' „. �` P� ���� �, ,� �' � m m Ex � !RS 20 = BEGI BRIDGE ii• ir i�' u' � �€ e: � Rc�� is, NC i i i � � � � c�iq_ .� _ _-- c s. 1 E B a� �� P r o � _ A� 3/ N a I I I _ Y 9_ P' �� C�'• o � NORFQLK SOUTH�R"� ...-� , <yP __ �r -� � f =� ���- - �'2 �0005 N SKETCH SHOWING BRIDGEiPAVEMENT RELATIONSHIP �c;, � - ��.� � � ,�« „ �� � i � •RCP � coRPORer�oN e , -,� i i i _ __ q d � T Sfa.-!✓-N8� � i i i a5T �� -Y9- F'l'JT Sto.10+9/30 =�� � v� ��,, ---�au, c� c � ����� (, � � � -Y9- PC Sto.15+9/30 �i L-� T�.k< ¢ j 18' RLP-i '� „� �, �� �_o ' � i i i � 7- Y8- PDT Sto.1a+00.00 � "� _ ------� _ i* x � 2 a �P � i i i � , � �_ ,�'i'3/'09b" .�j � I � ` -�--_ y�•p,o� � v�• cP _ , I I I = .. .. �.; � -' I � �, j � � -il FS �Ai iSBKBl15 �IS _ % � I � E �_ i i i <k.,s�99� �titi-z �=YB- PD� SSO�tI ���� - � � � _rx,..�, ., � � � - � J�� � �erz ,o nr_ ,'�, �l /i�!� � � �� �� � esr - a.-zsz.sa- aSYuee �, � �' � � .--__ , - � ,.' , � _�� �;� � �,.-,:eo<, r,a "__ _ �kiP-B- PC SfO. 14+79.90 � ' , j 6e �b�i , � _ ,. ,_ _.. i i � s .98 - _ � - �_ �' ST `,. - - � -- I� /_ _ � � `a ,A�� N s• cP-�v �Y�PA- PC �Sto.16+76J0 �� `�� �, � _ - _ _ \ - . - Q }4 _ //J / � 4 ^16 �., , � i i ��� , N9 /9'14 25.8"F ,o _�� ' I , coNc J` ( r,cX ; Y2RP8 r PQT Sto5 3�8A9 � F� /� f, c� � i /� ��; Y ,�RPA- POT Sto.16+57A0 '� � '� . ,���,a�� - �,.__;- °' " `' ' SI iav=zs`-=., 2,ii. � -n r �,W C /09'5L'z OJ"` ; �� \ � � � �;'� �lI �� cR � I': + EGl CO STRUCTlO <o� \ \_ � B i i r, t�i� i I � rf <r _ `� -'`s"'��� � �1 � - - - - _ _ - - - - B /� CO � IREfET/0 i al ' �� � � �. 9 = "- = BUFFER DRAWING I I � .�i0 =T �s 0 E RIP RAP ��c���+-�� �" � � � - - _ _ � -� � a 0 � ��� ,� . ^,v �., ,�,�-`-'.;� � � ��`" i���� � � itx � n iP AP � aY '�- `� _ � � U �2 �� �� ,� � �, H SHE6T 2 OP 7 e•c - � � T / � � / RETAi SYSTE�I i i i I g� �� �o, s � i r ng� c�o �'NNeas P��ncE`•�,�. p � t -�i,� ;_, � r � I I , � o ��;,� � I I I v ^_., , ' TAIL 3. $ a s � �r �� r��oM F.��� ��V 2 � ' H pBST � � h� , � , F✓ �� [L� � � �� � � �B � I I I " � � '.� -. � .. . µ �400n� � � � � 48, n_�^��, `�� b �F��� a �• / I �±iLLSTREAM PROPERTIES LLC � I _ � � *e _' � re I I I �' �. e 4� ��S A � A DON � �� ��i� tK,i ��� �F ,_ 'n � _;"l� iea � ' ,�� �I /Q" � �1J k,.(�P�\ . I I I '� .- . e U �-,-�,,.-.� -..-r...,� � �+7'�.��...-- -t,__ . - ,-. ..-, w,A���a`��R _ � .. � ���.i �\ � � � . �5 � \� CLA55 'B'RIP RAP „�� /�' \�e ,. Gn :.iE�.ii<±C. �,. '�,'���, ''� '° ., . � z � F� : � , , ., 40' r�d�K. _ j 'Wo.7 � JS �` `CJ - `"' _ �/ I I I � o as ��"� - . . � �T ��i PW � . ,- � . �'-w_'�,_� �c - � J � � � �, . �'/ \ � �� P - E% i R P ''"' �9'� I q•,-q�., �'� ,.. ... -- P .. EST 3 TO S � �, - ����}j 15 � ,ij� �� � I � � ��ST 10 Sv� GFD / Z I i i � � �`'� '"" _ �. ?�`�,a� � � '.'-,�,_, . , G�� �Y-c�RR . �2-l� 47 ��� � � � � � ���, � � � - - _ ' - 25 � �. ��� ��, ,,. SBL- � to. l � :,, �� � _ � "`�� � Fi � � q i � + '' � -L- POT StO.�r ltB2.P.3 ,_r . . _-A--.a � � '^-n�, P `�fY3: �'lIAJ� PGYJ� _ ' �o �P . � �� , �C,� I�� � I 8. � R.,..• PL T�N CLAS '�`�R�P RRC���ZP E� Z SEE�DETA�OC� CNECK DAM p I I I � ^ �, � - I I I � w i i i � ��:� �= 853226J _ j� � �„ L- � ,`,�� �� �,1� F�.�S�es ��\ �� � s zo ro s c� �s•R�P ana � I I I „ „ . E �,£` o s 8 ,F, N` �p. . ,.� -,. .: _ OVE CB . .JS . � . ' � CP-i A � � �r i E EVER� 50' F�� . ,�r �„e '� �.�_„s OISTURB � F F= 0 T 5 �� _ . . � E 7 � � � � �� 5 a ' � � .. !/C �ez '�W=� � '�"u� DE 8 � � o� ' ti � � EST T 35 '�§ I i I � � � ' �� ; - BU/![JIHGS I � / � � " � l l � " � � � � � ro� , � �� , � - U �-� r _ 1� .�A�GRA ED ALE £T,4iN "� ✓�� I i i � a .i� _ -�', � r ..- � -- ,.-s ' � �-W, ��S7fiµ� a �, � S ��, � , / I BlIILa 5 6D � ��.. z - � "� � y� 'k, � JB �/�H � , . .._. I I I � � o� fl� ' �, � ;.: �, s � ' �15, isFaus I _ '-L� � $10. 47t 'i3J� - , CULVEBT ��., � �1 . � � .; � 8' CSP � �' �D�E 5 � a;. . . � „ �B ' �-; � � �' ���` = BL- POT S�o.11+56.60 = I� - - ��. � - � i i i � F ��� �` -� Rc - N, 1`2R�� P to. Y� "c � � � i I � F,i�D._ iL URB -- STA 47*62�T RE�'kW- _ -- � � _ , � � " B ��� � . i �6� ��es-a sroE� ^`� - �.YOVE -. POC Sto 2 b.08 I ti � � i � i� ,� i � � `� i , � a � zc� �� � � � � aca � � � � zc� ��`� � ,��� ` �` � � �UO'20'3I.0" � � / i i i Z'�� oue � � A3 (3/'LTl' _ r B ,. �/ �� �+, '��� a , i � � � � c TB �o� �UE L- 8�� , , � � � � ��. � �. Pt7T. Sio: ��q.+59.47 , . i PUE � PUE PUE PUE � � ''9 ' ' I� ��� � � i � ' �- BL- POC Sto.11f39.b9 = - E � PO�� �ta.20+19.94 ; i i i �� PU PUE PUE PUE �_ �� UE �8, PUE P E ��� �: ` �' ��y� � - QC Slo.19+97A9 �"-I/��5'9.�" \\ as�� PnaKiNc i i i W'18- i. a. x�e cuRe �R �R crs �R uRB PUE P E „ F� ' c- BE �� _ ll3'09'17.5°¢ 2 � )' '\ �� ^ �„ �� `1 . CB 2'-6^ . . -Gc&G � �� ` . •.. . �k .. b � . � I I I . 10i,. C&G � . x / • R ' ���F ]39 5,,,, � :; _ .. _�� BZ 7 -�; ` �3�C �, `� \\. / / H�RCP�"iY . . O ___f- � ca :; �- $ .�.. .. �.,. �3 e. . I I I � �ot � . . _: .. . . . . � . .. � -_.-_. � CF ... � ._.= 8 � . iF � �sNO NOTE 5 ��� ! - C r P EMPANK ENT PROTE�'T, ION � c�oy / Ri RA .. 1 - " l - ,i; ., ., . . rtl R � - � I I I � � �3. p � _ `-_ - ,_._- �. �. .. . . . � � �.' T � � _ .... .� SY GFp t?�- \�.A '� ,� � . i i i v ---_ . � - . � �� E eiL A S� �-�s�„ $? � `i �,.?�-�. '' '� ' No�E `%�IT , �� � �a�m �s � i i i � - -L- rtEMovE --_=__-�_ -- . �� - �i�cP-y � ___ - _ �s � ,^.A s,���� °�� i i � -- -_ :�-.�_ 4F; '� , Y f � -SBL- PC'S +27.�6 �q tn nn CB cni��ru a�vo �� , - - - � � � ... _. � ---_. -...,` �s 5� � �\., `s�• $o, I I I � - - - _...`-..,,va � i i i J '- � - - - �� B �sa PL�IG kN . _ � C �5'R --�- A2• � ls,y.,.,t _ r VE.E-xKi ,=:��� F7ET-A���STEM - - �CAPITAL BLVD fU5-40/1 � _ - _�_ '----� ' z-e c l2' lD' �OJ" - ,a• R a-� � - � -�, ar �cP - - �,� - � � � �ca �� � " 2 � �- ti � r1EN��� L- ./9f� � � - - - - B � � � - - O %� i' � ��,'`a, � � �\ , R -i�Cf�-ry ------_ -- � � ' � �'9.n i i � L� v,��o � �- - - - _ � -M�_� F � rom n� -�"' - �� - � ��6 L- f 1S �`'� iy�, � .� R _ H ; PC S + \ I i I 2 . c .7 . '�• .�`� =�oF3'RC�'-ry� F s Rca�=• o'is�aca � " �, . . . , ,.. �- - - . - `- �= - H E - i \ s , �� C ,. � $ _ BZ .e � . I I I � CF*_ � � �t� Di � A-_ '-�_ .�I IQ __ . � ,� �, - - - - _ = o� c •ci' - -L- PC Sfo. 54 r.�.,� -� . . _ - / i °�p -�_ � - L -�- ,;, �_ � _ 1�.. � -,� I�V� \ -�c P �-� V -_ - I I i V� T � PUE ...., '�.. . 2' `�\RE QGE %�Di is � a B �u8- � I� � ..., �'c 4DE Tq �DRAi RCP�: i/ - - _ 4 R P i iss �'- � _ _ _ erF � 1 v � .\ � Q.�� H / -j �� � _ �' _�-- __ '� i i i Q _ � PU F -�-6 � -�':�� F REMOV L� `/ .� � ' "`�,�2_ - �1fC _ r �f _ Er "�� NaP�v\. I I I � � �f 6*�, .. � IE5tx'RCP�� F�� �OVE�P� �/ ti�F � - � � ��' � ` ' , �^- - � _ CE� � � �' `' � � ' � Te � ��,�, � RE� VE Ex N � " r ;.� o PRQrE[r�oN � � � ` � _ � � � � ��oa , _ H 23'/$. LEGEND � � s¢= '_ „ �� � � ' ; � ', A ' ���$$�B RFi� ]3A �I „ l _ _ _ , �1,�J I I I -�J�'RE 0 ! O 2GI ��.,� F�" � 4�; RC � CI� �' ,/ ,��? T 4 5�N Fp ,,;,.. _ ." ,- _ `_ ry�2 T A _ �i ti ♦ CB T � . � . ~��, - �. �. � � i I ns � i , �-+� SEE DETAiL 6 :RE�OVE -^,� . _ \ E 3 E OR ��6 vG=., __ _E�� SPLSi 06. � � I iSv T „a ' , A�.A � .,n9 �� �'� � ,p�A SvSfEM - �'r�` � '- _ �5 �P- .. � 53sU / �s <�, � a���� � �; � � � � -Y2 C�. ,PC S`to. IO+uL.Oo - : �r � �r: � �re' � ss�u ��.�. -. �, �: j , - � "� � € I I I � � �� -- ,�� � ' .�'�.... ` ��x� " �`CB �/ � Woeos -L-;P� � $fb. 6+82J3 ( Z�RTJ ". ��� `�'� �i� �' � �� �.�' ��.. i F �"� �Z�O�� MITIGABLE IMPACTS ZONE i i i i asruae '�✓' � �� �� � . � �i cn ��ii� BL- POT �51"a ��f10A0 �-"' � ��� � �, ��e � <-� __ _ � � � � �o � - � � � i ,, 6 � �� � ��R ��� ',, � ove c , ;;p �#��� 9+l1. �.f�0' RTJ� � , �� � ' -~ ~-= � • c x �� ��� � �_ . a� ve srsheM ��� � � �- _ _ � - BL- P�f`o.10+5 � � � ��' - i i i - v _ _ R � � `"' � _ � � � , = . ' � ' � � � MITIGABLE IMPACTS ZONE 2 i i i euna, h � 1 5f� � i ' N� R-- . 72.42 � ' �� g � _ ca �''�r. � 24 RCP = -- F ��_ z = P p =a E; � aus `� I�n � �, _ �nNu �,- ,� F ir oi � \ \ . ., ., p _ _ � �� ,.. .. _ .� GON�is ��;- Fi=-,- G� -='� �� � �C' � �T � � 1' nooa� � . � _ s, --- � - �� 'N i �r 6 � � CUT DIT 'p!� . ii � l2ET I 'E� _"""_� . - `--__ ' . CR - ,s'�. �a3 � � _ - _ � IL5�B�T �� --. � � � r� , E DET IL Y$ E � �� _ �_ � AIIOWABIE IMPACTS ZONE i � L�X�VE ����lb. /O�QO.00 - � \ �r a `"`_ � _' - . � CB G /'' ...., � c�' �' E�OVE� ) CB �or4ea �'� \\\ ��acP � - - . . _ ' � _' = l _ 4�6 _ ��E 0yE Po a�-e -'� _ Z,G --- '�T S16 -Ilt5/ ' ) : AN� �5 RCP �R � � ns _� .,.;s , I TO X � �n;� ME ER is� � -= "�,-�.---.� Wn_ � � � _ t� as�_ � e _TIE PR�� p� n5 � �,� r ,r �z3 � _ 24 RCP-ry 15' RCP-yf . - � � ..�� �' iF� E . _ .�" A�D q�T LiAC I ' RCP � BL� IPT . �.... � . cr� E7r4� RCP � J �, - �a - - � - � RETAi oi O �2A "' � `` ` p N � p ! ALLOWABLE IMPACTS ZONE 2 NO7E5: - ` =_ � Di 8' cN , � �P . . 2Gi � "_'--�.� � � / � J i/ i/1 i �� i5• CPsy��- .. - � i / i/ � � � I.BEGIN SP2L CURB -L- STA 48+30 (9'Lr1 �' �.-1� � �a � � . � , � A i2 iP i - - --^ 2.REMOVE AND REPLACE EXlST ASPHACT �i'� Q �- -_ � � _--_ ��i isFaus � E CP PLUG DI esr � �� �� STRUCTURE EXCAVATION 1 PAVEMENT �i5' S95B AND 6' ABC) ��'� ��.� A���i4E OFX EX� 42' RCP .. � � a'�� � � ,--- � ' ' e _ _ � �, _2• RCP-�y � , O pE PDE _ _ l� > � Pa�,E� � RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT 3.EXCAVATION OF EXlST BRIG;E FILL G�-�� 4�ie '- - - . �°io�" e i' SEE GRADING DETAiLS/iEE7 28-4 i�_ {�- �����X__ , � �� � � � c . _ �� z,._ �3� R � � �RET � �� � � UNLESS OTHERWISE NOTED ISTRUC7URAL PAY l7'ElA1 � j--` - P .i, ���- � N 4.REMWE CB AND EXIST l6 SYSTEM TO ,�� q• - J � • % T C � / p� 50 � ourFa�� �Nc�uo�Nc �a �' � � ���- `� � w ��� s���`� s `�� � o� �+"��a � SEE SHEET 28-1 FOR CURVE DATA s.REMwe allo RePe,acE ex�sr coNcRere l- �� ' O E, __, E_� 'r -�� ��\\ ��'�- ``~. ' R TA' E 5 �- �°� SEE SNEET 28-3 FOR INTERSECTION DETA/LS STREAM BANK TO TOE OF STREAI,� FOR . ER- PC StO. l�`i'0Q- Z 4)�� - N `` ` - �, �� Rg�I0yE E% Di t�`� � ,, 1 `\` Ff-Y . ER � / � �'�'"c SEE SHEET 2D-IFOR DRAINAGE DETA/LS PIPE INSTALLA7/ON. EST 3 CY OF Ol ANU R' RCP I �. �- )�-.,_ PC��-'�Q-- . t / � ROY R SMiToi CONCRE7E REMOVAL AND REPGACEMENT TI� TO 15' OUTF4LL PIPE � _.7 " ,5, R p R Q . � � j`�,�%� � ;; SEE SHEET IO FOR -L- PROFILE - � � �ao � / ' � - 6.REM0✓E AND REPLAGE EXiST CONCRE7E SiAiE OF CO TRACTOR TO LOCATE AND CONNECT ' �% I� ,` �j �sFB�S - -- , , z o,: �p '� _ . SEE SHEET IIFOR -SBL- AND -NBL- PROFILES � �p6R7h CaROL.INA � 9 �.... SiREAti/ BANK ro roE oF sraEaM FOR -Y2�PC- PCC Sto. l3+1098 = __ E D ST,�TE--1�1f �- FRO✓E�� i/�II � o FLYOVER- POC StoJ5+34.34 �- � k ��, , � SEE SHEET l3 FOR -FLYOVER- AND -Y2RPA- PROF/LES N oF coNcRere REMa✓a. allo ReP�acEMENr HPe� Pft PB E D CO STR(tI TfO �;- � 5�P ) I� esT SEE SHEET l4 FOR -Y2RPB- AND -Y2LPC- PROFILES EXlSTING BRIDGE BENT REMOVAC. EST l7 CY _ ? r- Eq ', r �� e i'�'� � �.eeciN sPi« cuRe -�- sr,a 4s+39 rq�r� � 'sFd�'s `--�'-� � �; �fQ�� '& p >,4b. Y SEE SHEET l5 FOR -YS- AND -Y9- PROFILES B.BEGi SP/LC CURB L STA 43+39 !42'LTJ � .r;u<. � � O � PROIECT REFERENCE NO. $HEET NO. HF 8— HPB — HFB —HP8 --HFB -- HPB � Kimley>>> Horn �-s,z„ 8-53� s 2W SHEET NO. �,o s I P.O. BOX 33068 • RAlE1GH, N.C. 27636�-3066 ROADWAY DESIGN NYDRAULICS ENGINEER ENGINEER N V1 W ]��]�da���N �' �]�.a��T� W M I DO NOT USE FO CONSTRUCTION Q � W � I � N 3 � 1 � � Z I DOCUMENT NOT CONSIDERED FtNAI 'O+� l_Y'_� UNLESS ALL SIGNA URES GOMPLETED � SRS 2007 � �tk s ������� �' NAD $� � �ori �rOn� � �-�/--PRC StO.Il+25.64 ��g "P��HPa T � _� Y �3-�� �Pg BUFFER DRAWING Yl- POT Sto. / I�I � - O+OOAO ;- ` � - : �"Pa�„Pa SHEET 5 OF 7 . .. . . y i.� , ir � - NOR�ORK SAui,iE3N �Na� I �-',, ' .. . ' . ..,. 7 "ii � CO POR ��iON ZNpe , � . < ' �� _ -� � .85 '-- � Y7- POT Sto. f0+00A0 ii ,' aNc N �-1--` "Fe_ ., - � � « + I i '. ' ' - _ _ Yl- PC Sto. l0 -08 � � i ��l ``�"'�,- , � HPa � �a � � �� �oi �= c�ue� �7� _�� - � r N o �Gs er-YI F�T,��Sto.12+0330 ����_�; ��� ^�l � '_ _ - .o _ / JJ A z - _ i � i � � :n� "i-'"�-r �^ L,,, � r �� - o , � soi� s.-�.-- " - \�l— —���� � a � v� �� _ � � s� � � - � » e .. _ � �, r� - -.-- .V - v wesr sr 4r es ,s � �T�.or_ PowER � .. � . � - - . "u�� i <- V�serea�� � �- � � � �� .,�r'`".'�, _ ��, WOnp� `L I j ^ � "'�-✓— _ �� � ' � �� `- -f- w - - - - - " S � ,_ r �r n c c �- rj , , , � ., _ _. - Vt - - �_�TT�=�� � � 7�� �^• ���`rr+�nl � � i�, TdTUM FAMILY.LLC �� � � 'd'w `''�i.-� � I � � �_ _` ' � O� ��� �r �� 2p�c�c � t11 _ � cr _ �i ii . � � .� � �� ,� � ,� KOSTANDiHO. LL "'1,�r � � - -�i O� il I �� �� � � � � ' � '�� _�,y�,� _� F � �i�_ — � � �n � --- �. � ��— � I � �' ' ` �� - - , �r �. .o; O n. � - ' — I I I �.` R� _'_ JIJSE I'MBIJ � � Rf7Ai __ '� - Ew�t aiw Z FuwEF ` � � SYSTE� � , . r _ i� � � � ��- �A�� � �W-(� � �. ' . �����1 _ , _'� �� t � . AREHr . � �� i l e'� � �'' I BST I� METE- - �<\ � .., � _ r j / - r _ � . � �� s� re:w � e✓u� � ) � w o I �, � � .� ,_ ��� � cnc I as I � � `-�' � � �� _ " � I � ovtREa TE>,� �� i'�I r�`. �— � � s�� ,�,, ��A�,�N� ARE4 M= " � r �v ° H1 I "= I ` �/ 3 w ; ~ ��F `` � �, 1 � I� �q^�— �z��.. P '. �a- ,� �_ . . , �se ' _ oci � N` iariori � I i i i _ _ I� V1 �l - �_ ` r � Hurocx , oc � 36" RC I . v_ i i. �� -Y6- C Sto. 14+69b2 � i � '- � �� I I[ �_ ��� �'—_ � H � � (I e-y-��, �e °' � �� :RETain �-��__�� F '' , - ` ` µ LT ,_` / yz � REMOVE C�'s AN� EX15T SrSTEM �� I��� ��� REM E Ex I �1 R' ExSY$T �- �� �c ' � �� i�• w��� � �" uw� V+Es�.��c 40 E z �,�r w i� csr _n � i �I O 30' P CB � DI ��iH E FLYRH� J� � - � �� �--_ � I � BEC�iN SPiLL� CLIRB � � � w ��� i� � C �oi � , c,�� � � -- ' � -Y6- STA.I +33 LT r � - � ���� ��I THE CROSSLAN� COMPANY TBDi I � �_::..F r _. ,�i � �� � - F' � ._ �� ��,, u �'z -Y6- POT StO. 14�k08.64 _r����_ reF � � �� �� "erbu= --- ��. ��. � 1BDi , <, ��� � ` �4� ir crc�r � L � � j�� * � � I �� � � c � w� � � �F -Y5- POT Sta.10�00.00 i i rEr �- 1'� I� I� - I _ EDw�H :'"�' II � ��� w_ / ea � � _ ���/8.3 � � � I ( I' I ,,�_: __ 6F.i I � - � � � � � �� � E.F�yly�, JR r�rrni � � is, s,W ��--r� „ ' � _ � ' ` ,r. 1 .c- �. � TIE PROP IS' RCP-IV � �? 1 C ` 6 { ��n i�,r � .. �:'. E�_� � 3 I esr RALEiG on � � � INTO EXIST RCBC '-"r ' W ' 1� m '� I �� � � _.._ a I I i5�'�"`—� - z_ ��4 P�VEt'OP€ E�T, �>o : "'-- � Ii A REMOVE Di'S dND PLUG RCBC � ��,�ii ,,. � � -i_ � , _ - `-' �� �% �"�� 0., LL��' I— `'�'�-� _�--�-�-,r-------- -- tiaa�a�o pFAH��s � � � � -Y7- POT Sto.13+53.40 � � � �,��,-- ��-' ----? � , � �`� � ` � �--- --� I � � . , i , , } � � � �� � � r�' � ex� r ww � ,� �o. AiN � � F � , I ; � F � -Y6- POC StO.16+1 .60 , �� � �el �, �� �„ , � ��i � o°�° �� �s- r„ � Q +a aET W I � 75'S0'46.9' - Yl- PC Sto. l �`�� i Fw e °� ,, " _ � I r" _ . M I ' `�.,�� � i � - _ _ __ - _ ., - Q CE I RE4�dRETE �� .-„„�� �� comc � 'camc - coNc ' PLUG Af� � - -- � 3f92.�8 rBDI �i�a�� . i � ��E SEE NOTE I � � FILL 18' R.CP '� � REMOVE CB AND EXiST SVSTEM i-�. i�� �OJ� � Y- � �� � �� � Y6- PT Sto. 16+80✓l i' '°'�' eL � E�r'�_'�:� IiETAiN SYStEM � a6,�r ...� Tl€'Gfl ' � ; -'. � _� - - t� ._ �...., ��. � v.. ;. '.O 55 RCP-iV� 7I PROPOE%IDT I ��. �o:r 4�� DE ELOPEME T�` �Ix ,_ � ..:__ � F . N L U G L � _ �, . � � � ---- RE ove Ex crs a ; I 20'42' 22.9' � 4.�. r_ m yy.�LL Q � �' ��B�K���� � - � . RE�LACE _ _ _ . '� � �T-OEE.XIST ' CB � � REM OVE TRENCH � AN t �� I� " I I ', STONE ryALL CO..LLC N � ��m . ..: M , � ��.Ii2'Sv57 � � � :�� __I ��i asr � ---� - 7�18`& , A � .., :,.. � . -I ,c, wM.iv--��--- � -- - I- . . . . . --- - �'i 12' MTO PROP 18� �'�-'. A ExisT SVSTEM � � :�, �AT�EX S � ¢ Y� I , _:� n�r' eZ Z � � eo��aeo� � �--- � D R I N A N D A B N D O I RCP- �- , '.. � __-- W i CB � � E / ����-�.� �. END- PILL UB8 � I TB ..� ou N�� �' -�- r�K�us - -_�- �^��".'��AF� I. � � W -� = TA� 64 LT � � o � TiE PR P C -� . Z .: � ,� ' F , .- �f _ s -� u p � � �PIPE .- cDl � 0 EXiS B �.� V1 -�'6- � ., UE �� � : F � �_� / �� �� (q�il ':. OIJTLET =� ��� � v I y .�� � .� �� ��� � � � , - " F BANK � ETF��� �- .� � � .� �' � . � . w HARRIIy� TON ` � Ee � �� � � �� � oN_ �A�� ST � F �.. i... SEE 'T� 2 �i- 4 `� ., i . . . � . �I � .�� NCRETE d . r i �:�r � i� n� w � w '089'E E �� �-�sr MN a', �_ � � � ' � e o � � _ - - - in N Z� �_ _ �5 z �, _ , .� I ) I _ - _- -- - �- �-.=-�. • .. _ -' ,� G F l A � � C � � . � _ . w I i i , � �� ,a�_'' - . - - - - - _ - - c � -'' REra�ry �� ---- _=s �. za _ __ - Q Nbo�i ie° �cP '�- , iH � >�. __ , �- - - - �, i � � J 15+00 (-Y/�E� PROPoseo' - _ _ - _ _ � ' M,,. � RCP.. -0yE��CBs . �, - .� .. _ -- � - �'. � .,�� ,� k� . � .T�AZL_TO EXiSTi� ._mn' m . - „-.-, '" �n i + � SrS7E . � �.. .. . a.. - _.� _ .. - -,� si^�'? ��. '� YY .. NG - _ _ � _ . . - A D Ex�iST . CB • ' � � � _ . .�.>. _ � �� - - -� � ��. _-E�-�-=-_ � � �= SVSTEM__'� . ..... �B ,..; . � ��-.-� �-. �------� ���� RE iN � RE EXiS I G T NE �. ��- ...., .��:�. �. ' - - -�� -T� � s �� ;: - _ r � ;����----- ' � � 1 � ��TT�----- - �_. Q - FICL�I$ �CP �''�__ �. - - �� P 3. - -- -- .. N:i.- '...h \ .. . _ . . ...\. ,� ��.. . � � � TEM � � _ ND CO P ROX ALL t ,� /j �D -�-L I ~� OAVgEE�( C�S AND � `I II � . '. �. II ��. F nE � \. E .F... �... \.` �� _ .�� \\ 'y, �, \\ �'� �E3F. EPLACE EXI CULVERT �yiTti 2�u•x7• RCBC i ;ii .,'� �iTv OF RALEeG:' p�� � \ p� RC,P � - �y g 1 .. ` \ \ \ Ce _� P � ANDON ExiST iB• � O pL C 15�"RCP-ry r f �F`� C Cg � � .'i � TAN EXPIBVRCP � F /``_-�: . C- ` �;FiLL M.MH �. rt?LUG.F4L N4 _ RETAiN ''I �° - . Z , . I � 'i �I ' ��� OFF9TE � - � � �- �'�_.�� - �� � � STEM ' - - i . � . - �1p E B -I � . II � VRT �:� � ..:..�,.� TS�EM���`, .. .�CB �� ' '_ �., i;r,�i�ri> �� �� a��r_ ._ � i_sFi- � p. ss�T_ /' SYS7E� �� � �OM �-f F � .:.--- �B � - , .�`n F,.'� GiN CULVER Yt S� �. +O9;i2�-�, ,z� � ", � a RE1Ai_ � 6 �� � � 8' '� � �, � �..� � ��REM:Di . �.....rn , - ��-�'-.� T i f. ,z,1F�nc �-� � � �i� . EX�5T� SYST�AND i I ,.. I __ ? . .. � CP-iV cSE {�OTH =4) a - ~ ; RADE TO DRAIN I � � � � B ��g � C �� E�ND C�.1LVE:i.T Yi- STAti ��2,5.72 � , ��-.. a t� W ~ �f %� . P0. $ O. LU aD.00 = �T � ..�;EXiST� STEM � �i .� F �, IF Vl . ,. . /" . r, ..._ . � � .� . � .. � � �}_.�o�e � � o �T � 3 �� � � o� � 7E 3 36• RCP v .-�� ; j -YI- POC Sta'15f99.1�,- i _ ,, ONTRACTOR TO VERIFY ���.i, ��c � r� 2C�1 � � ..__.- �� ��5 . ��a '�-�, \ -�'"t u`� I�� �7� . � ��.�� �� � 78'L �,- Iz : �� SEE NO_ .. t I ..,� c � , � _ �lQ%�1��%� . �. ,� � � i � � ��� ' ...r- PRIOP SYSTEM ON TOP . �2h'1 ""`"� . i"I'- yERIFY SY�REM� / ..- �`-�,,. t . > . . � � C �'�.�-.' � TiEE2GINOMEXIST IS' � P�/ J�"\ �\ 'l D�o��� / �� � I ul � B I Vt , �, -� �- C �..i-' x � c ,ilE�rO 8n :� -�. -. �.. � , II ` � _. .3I .[ Of�l �H -� �, .�F NECESSARY pl .- . . . ':�,'-� ..�-� �F � , i ������ P��...SEE DETAIL , EET�2D-i � , OF D CK I 0 436 PARiHERS.LLC �� � — ����,� �I �� -��y ��� - � �� -PWG,EILL,A lrNDON = �--r5 aca �v F � MAT�y��NE- a�?:� �:: �- �- 60' RCP-I � '� HLINE '-Y5- STA 12+00 fSEE SHEET 51 -Y�- STq �7t0O �SEE MATC SHEET 5J LEGEND *' TRA,� l iC S/CNA- RADII DIMENSIONS ARE TO THE FDGE OF PAVEMENT ALLOWABLE IMPACTS ZONE 1 UNLE�S OTHERWISE NOTED � ALLOWABLE IMPACTS ZONE 2 NorEs: SEE SHEET 28-1 FOR CURVE DATA l. REMOVE TOP OF EXISTING STONE WALL TO AN ELEVATION APPROXIMATELY l' BELOW EXISTING PARKING CDT. PEMOVE TOP OF WALL APPROXIMATELY 22'FROM EXISTING SEE SHEETS 2B-2 AND 2B-3 FOR INTFRSECTION DETAILS RCBC HEADWALL TO BEYOND THE PROPOSED SIDEWAUC AND CHAIN LJNK FENCE USE SEE SHEET N FOR -YI - PROFILE F�owae� Fi� eErweEro ExisnNc sroNe wa� aroo oursioe oF PROPosEa Rcec. SEE SHEET l4 FOR -YS- PROFILE Esr io cr F�owae� Fiu z. REMovE Exisr oi aNa iNsra� rezci oN roP oF Rcec SEE SHEET l5 FOR -Y6- AND -Y7- PROFILES BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING gRIDGE IMPACT (ft2) (ftZ) (ftZ) (ft2) (ft2) (ftZ) (ft2) (ft2) 1 24" RCP -Y8- 11+02.00 - X 136 0 136 11+12.23 (LT) 2 Roadway -Y2RPB- 11+27.41 - X 1823 0 1823 13+31.69 (LT) 3A Base Ditch, 18" Outfall -FLYOVER- 21+76.69 X 811 2501 3312 Pipe, Greenway 22+09.83 (RT) 3A Bridge -FLYOVER- 21+41.29 X 2711 87 2798 21+76.69 (RT) 3B Roadway, Sanitary -L- 49+22.20 - X 4704 1603 6307 1282 734 2016 Gravity Sewer 53+72.74 (LT) 4 2@ 11'x7' RCBC -Y1- 14+92.51 - X 3321 803 4124 15+46.70 (LT) TOTAL: 13506 4994 18500 1282 734 2016 Notes: Site 1 replaces an existing stormwater discharge point with a new outfall pipe Site 3B includes impacts due to the fill slope of the proposed Roadway (-L-), existing stormdrain pipe removal, proposed stormdrain pipe, access for existing bridge removal, proposed bridge bent, proposed sanitary sewer and proposed water line � 0 N \ � N � O � � � M O N GRAPHIC SCALES DESIGII � DA TA PR OJECT LEI�GTH Ki m I e>> H o r n �DRA ULICS E1VGIIVEER PLA1�S PREPARED FOR y AADT 2016 = 58,083 THE 11lCDOT BY: °Zo,S NC LICENSE #F-0102 5 O /\ /� O /� O � O O P O BOX 33068 L:: :.: PHONEH919) 6]]-2 OpOLINA 21636 O� M O ja �� � AADT 2036 = 70,416 LENGTH ROADWAY TIP PROJECT B-5121 /B-5317 = 0.786 MILES �� 'N W �, °o K = '� O% 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S �Q �Q� PLANS D = 55% LENGTH STRUCTURE TIP PROJECT B-5121 /B-5317 = 0.026 MILES JEFFREY W. MOORE, P.E. P.E. � � 0* PROJECT ENGINEER SIGNATURE: � o 50 25 0 50 100 T = 5/o RIGHT OF WAY DATE: ROADWAY DESIG11l E11tGI11lEER � �� V = 40 MPH TOTAL LENGTH TIP PROJECT B-5121 /B-5317 = 0.812 MILES JU11iE 30, 2015 J. JASON PACE, P.E. �`��p o QOQ�� PROFILE (HORIZONTAL) CLASSIFICATION: PROJECT DESIGN ENGINEER ���p�� 10 5 0 10 2p URBAN ARTERIAL LETTI11lG DATE: REI�IA PATEL, P.E. * �% TTST 4% DUAL JU11IE 21, 2016 PROJECT ENGINEER PROFILE (VERTICAL) STATEWIDE TIER NCDOT ROADWAY DESIGN P.E. ENGINEERING COORDINATION SECTION SIGNATURE: BOUNDARIES AND PROPERTY.• State Li ne ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin EO Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil '� ` •� Potential Contamination Area: Soil � � Known Contamination Area: Water �' �' Potential Contamination Area: Water �� �� Contaminated Site: Known or Potential �' ? BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° 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 � Flow Arrow -�--- --- Disappearing Stream ; --- --- Spring C�-��,�_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLO{y False Sump � ����.--�� ����� � ��������� ������������9 ����`�S���� ���� 1������� ���� 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 O MILEPOST 35 0 Sw�T�H -�- -�- -�- -�- Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 . W . W �� 0 � W in� L�1 '"' �J �c �, .A, E E TDE PDE DUE PUE TUE AUE � Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) — TELEPHONE: Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp �R Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Eq�al�ty symbol � Pavement Removal T�EGETATION.• Single Tree Single Shrub Hedge Woods Line � :� Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � €� €� � Vineyard coNc � �oN� �� � CONC HyV �--------� � CB O s -� � O ❑T � HH - - - - T - - - - - - T - - T - - - -TC- - - - - -T�- - TC - - - -T FO- - - - -T FO- - T FO WATER: Water Manhole Water Meter Wate r Va Ive Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS 6(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) S S Force d Main Line L O S D( S. U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information �v A/G y�ater --T�--- TV - — — —TV FO— — — — —TV FO— TV FO - G - A/G Gas � O ss A/G Sanitary SeWer - - - -FSS- - - - - -FSS- - FSS • � � ❑s - 7UTL - 0 UST 0 � 0 AATU R E.O.I. GROUNND � � � 0 N \ � N \ O GROUNND - - - GROUNND � /' —6" I ?y �4' 2' GU�. RAIL 6' 6' -6" R/ OR R2 0.02 2/ '� 6° s r l2" � � V�RIES � l2' TH� LllyE ��� C5 0.02 ��� 2' R/ /2" �-�- CAPITA� B�VD CUS-70/US-401/NC-50) OA2 0.02_ � —�� — �� — 6" 6" r r Jl SEE NOTE l GR�EE NOTES3I�NE 2" C5 ��� 0.02 TYPICAL SECTION NO. 1 —L — ST A l0 +2/000 T 0 ST A 2/ f39o4/ (BEGIN BRIDGE) —L — ST A 22 +7404/ (END BRIDGE) T 0 ST A 49 �l1045 NorEs: l, PLACE ABC lN MEDIAN FROM —L — ST A l0 f2/,00 T 0 l0 +57.76 AND FROM —L — ST A ll f 33,33 T 0/2 +25.25 2e MATCH LINE TO TYPICAL SECTION N0, ll lRT SIDE) ALONG —Y3— 3. REMOVE EXISTING CONCRETE PAVEMENT TO EXISTING SUBGRADE EXCEPT VyHERE NOTED 4a ALL DRIVEVyAYS9 UP TO THE RADIUS POINT, SHALL BE CONSTRUCTED VyITH THE FULL—DEPTH PAVEMENT DESIGN OF THE INTERSECTING ROADWAYe TYPICAL SECTION NO. lA —L — ST A 42 +3506/ T 0 ST A 47 f14o03 (LT ) 6" VARIES V�IES 8' W/GR 0' TO 2'-6" TO /3'-2" /7'-/0" TEMPORARY 2' PAVEMENT FOP C3 C/ 2y 0.08 i� 21 8�2 �, r �-DETSB- CAPITA� B�VD i CUS-70/US-401/NC-50) 'ARIES 0' TO Q 9' -4° _ � v � � C/ 0.02 � _0.02 l0%2" fSEE NOTEI E2 Dl D3 E5 D3 E5 GRADE T 0 T Hl5 LINE TYPICAL SECTION NO. 1 C —DET SB — ST A l2 f73o74 T 0 ST A l5 �06063 (LT ) —DET SB — ST A l5 +95074 T 0 ST A l9 -f-77a09 (LT ) —DET SB — STA 2/ -f-60o05 T 0 ST A 27 f06o88 (LT ) NOT Ea CONST RUCT —L — LINE UP T 0, BUT NOT INCLUDING, T HE FINAL LAYER OF SURFACE COURSE. THE FINAL LAYER (l.5" S9.5CJ VyILL BE CONSTRUCTED AS SHOWN ON TYPICAL SECTION N0. l. //' 2' �q� � GU�. RAIL W = 6'-6" 6' J C..) Q Rl � OR 0.02 r� cs oi n� Ai �, _6� �RouNNo 2•1 — — '� — — GRADE TO THIS LINE cRouNNo � � TYPICAL SECTION NO. 1B —L — ST A l5 flSo23 T 0 ST A 2/ +3904/ (BEGIN BRIDGE) (RT ) —L — ST A 22 f74o4/ (END BRIDGE) T 0 27 f04o30 l RT ) TH� LINE ,,, . ,, . , . �..—,-. .,,e � GROUNND TYPICAL SECTION NO. 1D —L — ST A 29 +95002 T 0 ST A 35 �1So34 (RT ) —L — ST A 39 +250/7 T 0 ST A 4/ +5/075 (RT ) ■ im e >> orn CO2015 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 RIGHT-OF-WAY REV. CONST. REV. C� C2 C3 C4 C5 C6 �� D2 D3 � E/ E2 E3 E4 E5 E6 E7 J/ J2 J3 L N� N2 R/ R2 R3 R4 S T U V W PROJECT REFERENCE NO B-5/2/ / B-53/7 ROADWAY DESIGN ENGINEER SHEET NO. 2A—/ PAVEMENT DESIGN ENGINEER ll ���������� ����� �� �v�T u�� �� ���v��rRu�i��v DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVEMENT SCHEDULE fFINAL PAVEMENT DESIGN) PROPOSED APPROX. l5" ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C. AT AN AVERAGE RATE OF l68 LBS. PER SQ. YD. PROPOSED APPROX.2" ASPHALT CONCRETE SURFACE COURSE,TYPE 5958.AT AN AVERAGE RATE OF 224 LBS. PER SQ. YD. PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C. AT AN AVERAGE RATE OF 224 LBS. PER S0. YD. PROPOSED APPROX.3" ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5B, AT AN AVERAGE RATE OF l68 LBS. PER SQ. YD. lN EACH OF Ty�O LAYERS. PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C, AT AN AVERAGE RATE OF l68 LBS. PER SQ. YD. lN EACH OF TWO LAYERS. PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE S9.58, AT AN AVERAGE RATE OF ll2 LBS. PER SQ. YD. PER l" DEPTH. TO BE PLACED lN LAYERS NOT TO EXCEED 2" lN DEPTH. PROPOSED APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE.TYPE ll9.00. AT ,41y AVERAGE RATE OF 285 LBS. PER SQ. YD. PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE 119.08. AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE ll9.00, AT Aly AVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED VAR. DEPTH ASPHALT CONCRETE INTER�EDIATE COURSE, TYPE 119.08. AT ,4/� AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH TO BE PLACED lN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" lN DEPTH. PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE.TYPE 825.OB. AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED APPROX. 4.5" ASPHALT CONCRETE BASE COURSE,TYPE B25.08. AT AN AVERAGE RATE OF 5/3 LBS. PER SQ. YD. PROPOSED APPROX. 5" ASPHALT CONCRETE BASE COURSE,TYPE B25.08, AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. PROPOSED APPROX. 5" ASPHALT CONCRETE BASE COURSE.TYPE B25.00. AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. PROPOSED APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE 825.08, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE. TYPE B25.08, AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH TO BE PLACED lN LAYERS NOT LESS THAIy 3" OR GREATER THAN 5.5" lN DEPTH. PROPOSED 4"AGGREGATE BASE COURSE PROPOSED 6"AGGREGATE BASE COURSE PROPOSED 2" SELECT GRAIyULAR MATERIAL CLASS N SUBGRADE STABILIZATION GEOTEXTILE FOR PAVEMENT STABILIZATION GEOTEXTILE FOR SOIL STABILIZATION PROPOSED 2'-6"CONCRETE CURB & GUTTER SPECIAL 2'-6"CURB & GUTTER, SEE SHEET 2C-6 PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED—lN1 PROPOSED 8" X l8" CONCRETE CURB PROPOSED 4" CONCRETE SIDEWALK EARTN MATERIAL EXISTIIyG PAVEMENT MILLING EXISTING PAVEMENT WEDGING DETAIL FOR RESURFACING PAVEMENT EDGE SLOPES ARE l:l UNLESS OTHERyyISE lNDICATED � O N � � N \ O r-6� ?., 2y Rl OR OA2 Rl OR C OA2 5)(T s• -SBL- ir OA2 ir Rl OR � -L- CAPITAL BLVD CUS-q01) /AR/ES /8' TO 22.37' VARIES l� TO 18.37' OA2 I OA2 -N B L- ir R�l OR R2 ir I /Z� 6, 6, �/Z I D E5 T T D3 GRAD SEE HOTEI ��NE TYPICAL SECTION NO. 2 -NB� - srA io +00.00 T 0 ST A 13+92.4� -SBL - ST A/0 +00.00 T 0 Sl A/3 +94.25 NOTE: REiI�10VE EXISTING CONCRETE PA�EMENT TO EXISTING SUBGRADE EXCEPT y�HERE NOTED � -YI- PEACE ST g � ir-g R W OA2 V / V GJ -G 'E NOTE 3 SEE HOTE 3 U U OA2 � GRADE TO TH/5 L/HE �MITLL NOTCH TO KEY-lN S9.5B FROM -Yl- STA l2+l5.0o TYP I CAL S E CTI O N N O. 3 T 0 ST A 12+90.00 AIVD ST A 22+22.00 TO ST A 22+97.00 2. COIVST RUCT l0' SIDE�IALK FROM BACK OF CURB -Yl - ST A l2 f15.00 T 0 ST A 22 +97.�� FROti1 -Yl- STA 20+53.06 TO STA 22+30.92 fRT� 3. SAWCUT PAVEMENT l' tillNltilUM FOR REMOVAL OF EXISTING CURB AND GUTTER fAPPLIES TO ENT lRE PROJECT J E TO THlS LINE TYPICAL SECTION NO. 3A -Yl - ST A/2 +15.00 T 0 Sl A 14+67.43 �LT � -Yl - ST A/2 +15.00 T 0 ST A/4 +09.2/ �RT 1 yARIES a ro 23�-r C� -YI- PEACE ST ir OA2 _ ir Rl OR r i s• r a- 6'-6' i 6' /6' I�N-6' SEE NOTE 2 Rl OR R2 OA2 T)(S �� 2� ?� - � = A=J I - Vd/, - - - - - - - - � SEE NOTE 3 GRADE TO TH/5 LlI yE � TYPICAL SECTION NO. 3B T EMPORARY ►�lIDENING -Yl - ST A l2 +39e84 T 0 ST A l5 +78e55 l RT ) '-6' 2? - ��ii � IiAT/�u � - - - - � - - - - ■ im e >> orn CO2015 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 RIGHT-OF-WAY REV. CONST. REV. �r2•oR� ---�- PROF/LE KEY -l�I DET AlL �- - - - - - - - -� - - - - - - - - - - � f�l �IED�GIHG DETA/L FOR RESURFACING D2 OR D3 C4 OR C5 6' r-- `---Mo -� �- �r � GRADE �0 N� E�4 OR E5 �lD =�ACH/HE D/RECT/Ol y TH/5 L/ E USE DET AlL FOR PA►/EMENT ST ABILIZAT lON lTH CURB D GUTTER SECTlO AS FOLL S: fTHESE LOCATlO S TO BE l VESTIGATED DURI G CO SrRUCTlO 1 -L - STA 19+25.00 TO 2/f39.4/ ILTJ ISEE TYP. SECT. N0. lJ -L- STA 23+25.00 TO 30+00.00 fLTI fSEE TYP.SECT.NO.l1 -FLYOVER- STA 18+25.00 TO l9+19.50 fSEE TYP. SECT. N0. 7� -FLYOVER- STA 2/+76.69 TO 23+25.00 ISEE TYP. SECT. N0.71 nET A/L FOR PAVE�EHT ST AB/L/ZAT /OH - 6• 7 r�- � -_1 I�- ir O O O O � GRADE j0 L N2 El OR E5 TH/5 L/ryE USE DET A/L FOR SUBGRADE ST AB/L/ZAT lON lTH CURB D �UTTER SECTlO AS FOLL S: (THESE LOCATlO S TO BE l VESTIGATED DURI G CO STRUCTlO 1 -L - STA 32+46.00 TO 4/+6/.00 (LTJ (SEE TYP. SECT. N0. lJ -Y5 - STA 10+2/.00 TO ll+10.00 fSEE TYP. SECT.1y0. l3� -Y5 - STA 12+9/.00 TO 13+5/.00 fSEE TYP. SECT. N0. l31 -Y6 - ST A l5 +2/.00 TO l9 f60.00 f SEE TYP. SECT. ND. l41 -DR2- STA 10+25.00 TO 11+45.00 ISEE TYP. SECT. N0. l21 nET A/L FOR SUBGRA�E ST ABILIZAT /ON OR D3 C4 OR C5 6' 1 IE � - � I - - - -� � l' OR 3' �� UHDERCUT �SEE CROSS sEcr�oNs� -L- STA 20+35.00 TO 2/+18.00 (LT) fSEE TYP. SECT. N0. U -L- STA 23+23.00 TO 24f90.00 fLTJ fSEE TYP. SECT. N0. lJ -L- STA 32+46.00 TO 4/+6/.00 fLTI fSEE TYP. SECT. N0. l� -Y5- STA 10+2/.00 TO ll+10.00 fSEE TYP. SECT. N0. l31 -Y5- STA /2f9/.00 TO 13f5/.00 fSEE TYP. SECT. N0. l31 -Y6- STA l5 f2/.00 TO 19+60.00 fSEE TYP. SECT. N0. l41 -DR2- STA 10+25.00 TO 11+45.00 fSEE TYP. SECT. N0. l2) DET AlL FOR UHnERCUT EXCAyAT lOH PROJECT REFERENCE NO B-5/2/ / B-53/7 ROADWAY DESIGN ENGINEER SHEET NO. 2A-2 PAVEMENT DESIGN ENGINEER ���������� ����� ��{3 P3�°Jf' g;�]E 1F� ��N�'Il �AJ�°Jl"S�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVE ENT SCHEDULE (FlI yAL PAVE�IEI yT DESIGNI G'� /5' S95C C2 r ss.�e C3 r ss5c C4 � S9.�B �; 5 3` S95C �;6 V�. DEPTH S95B �� 25' //9.00 �2 4 /l9AB n3 � „9.� � V�• DEPTH ll9AB E� 4` B25AB E2 4 825.� E3 45' B25AB E4 5' B25AB E5 5•B25AC E6 55' B25AB ET V�• DEPTH B25AB J� 4 AGGREGATE BASE COURSE JZ 6'AGGREGATE BASE COURSE J3 SELECT 6RAIyULAR �IATER/AL L CLASS N SUBGRADE STABILIZATION N� GEOTEXTILE FOR PAyE�IEIyT STABIUZATIOIy N2 GEOTEXTILE FOR SOIL STABILIZATION R� 2'-6'CONCRETE CURB & GUTTER R2 SPECIAL 2'-6'CURB & GUTTER, SEE SHEET 2C-6 R3 5' �IONOUTHIC CONCRETE lSL�4^lD fKEYED-lNJ Rt� 8' X/8' CONCRETE CURB S 4` CONCRETE SIDEy�ALK % EARTH MATER/AL U EXISTING PA►/E�IENT V �lILLING EXISTING PAyEMENT � y�EDGING PAyE�IEIyT EDGE SLOPES ARE IsIUNLESS OTHEf�ISE INDICATED � O N \ � N \ O � O N \ � N \ O � O N \ � N \ O � O N \ � N \ O � O N \ � N \ O N Z � i W � 3 1 � J ��3 � " � o� _ J W < r�L �' � 3 0�� Q�w �� W � ��� J d wo aao �w W ��d Zp mw� �N N >, °�� N N �jj �� Q NN N W W � ��� ��� � � , ��� �� �p o�? � W � � , � �� � � � _� OWAKE COUNTY DB 12835 - PG 2740 BM 1960 - PG 241 OED. CHARITABLE DVLPMTS PROJ. INC DB 7559 - PG 768 OARCHIE LINWOOD KING SUCCESSOR TRUSTEE DB 5369 PG 54� BM 1947 PG 73 OMCC OUTOOOR LLC DB I1239 - PG 2535 /Q MORRIS COMMUNICATIONS CORP DB 3521- PG 669 DB 13727 - PG 2236 // MARGIE MARIE FULLER DB 10559 - PG 1762 /2 MCKNITT & ASSOCIATES LLC DB 8614 - PG 460 DB 2008 - PG �80 /,j CITY OF RALEIGH DB 12531- PG 472 BM 2007 - PG 117 BM 1959 - PG 116 /4 STATE OF NORTH CAROLINA BM 2008 - PG 180 /6 622 CAPITAL LLC DB 14601- DB 1647 OO � �� � LN __ +00 l SEE SHEET 8) AT Cy / -Y�- ST Q Y5 STA 12 TA oi ��� _ � E A/7f � �r �T �� TIE�P�� �IAIT � NAp g3,/ SRS 2007 ■ im e >>> orn CO2015 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 PROJECT REFERENCE NO. B -5/2/ / B -53/7 RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 5 HYDRAULICS ENGINEER ]��lE]LIMIN�I$� ]�]LAN� ID� NOT USE F� C�NSTRUCTION .r����� �� �tru►r�6T: � � �' 4i % � �� � � ���<�► - � (� .' - � • • • � � � �' r � C�� �� � � I � i � � . ' l ` ,' C � / . • � � r � • � - . � ' - -, ' ��I ,-� ;� li' II, �) ' � ! �� • �� � , / -� � -�`��' �f` � ' � ��- .� _ � w - - :i � � � � ., ' , • � � � � . W�j � � � �' +i■ �� • ^ • � � � �, I �� �� t � 1 /���j lq� - �% -- I(� �.������`�'' ►`� ,��I �� � ' � � l�l�i C � � � � / / I � � � : • �, �el�[►:�7LJ�+1� 1a7�� �� • I � • 1 «�� . ' ' �• �s ��'�/ � � �r � :� ��� �� �T�' � �•,`,�;; i� �� � � � , � � � � L�. I V �jii � �� • • � • . ti ���"� I /i t ��n� _ `� � . �.♦� � . � � ..i� � � 1 � I ♦ Q . I • . I � � . e ' ��� � � � • ' � . : ' - '. 1 �` _\. �1 1 �� �� , ��`r �/�, I ���� �' �I' . ` � , � �i `• � - � • � / � . r. �. � � • , ' ► , ��. � • • . � � � . : . • O . ►� /, J'.; = r � d�'� � '+ 1' � . , ' nl " ♦ ", • v����I.♦♦�♦�' ` � � „ •�� , • _ • :� ..•� „„„, �„„„��„, , � Ia,` „ , •,•� ■ '��i� � � � . R ,� , .. . . �����` .. ♦ '♦ `• , . � r � � �• . • � •• !, : ' � �;; (�►", �• /� • •' 'I ,i'�• � [� ru�� • ` . . . � '� `��.♦♦� •• �' ` � �,. - . , I. . � � � � � � I �ii � , �'��,'i'— � � �/ / � ,�,��i�i�in17.�� � � � . / • • � ' � '♦'♦ ♦ � •, � �� � ' � - �/ , � „ 1,�� ' �� • • � � 1+ • • • ,r � . , 1 . 1 : � ,� f� ♦♦♦ `� r • � • � � A ► �� -�� � , II'��� ��I.�'� , � I � •) . • � . • � •:�!yM I ���y I � .�� �� �� •`'_'♦♦•♦ �� .� � • • ` �� � � Ii li► , . � 1 \ n ,�, , \) '��,�/ � 'd`'1��� �� � !�,''.r l ��j � , � , . � _, wl� .l�J II �• , � � � �� -1(T �� ; I : • ����l�a � `•''♦�♦•♦`' � I � � i • • � � �� � � i I ��� ����o.�u+ •���'� • �j�►� . �� i � I�� � � � • �. �� � �I � I � I � � � ������� � �� � ♦ i _ ' � r . �� �, ' ' ' � �j. � �� � -� .. . . • � � - �. . �. ��� - . � . i ,. '�. , . � � .� Y ��� = � V �� � I � � ,�_�-.' , � ` • •� • � � �1 - . ♦ ` , � � +/ ■ , , � � -� . ' ,:. : ��J` � • ._-' - • - � � � � _ - �� �i�s � � � . � ' � �iL��i�� •� I �� ♦ � � '� � � � � � � � ° j�, �� � � �I�, ��� ,• /'' ,, - — — - �'�� � �j ` __ �i � , '� � �. . •' •' % � �� -- '� r'�, C � `� .. • . ' � ' ' �' � 1s� 1 ' iiiiiiiiiii�� ��i � I . . ., . � jl����r�i�����������c;-�!!!!!1�! -- - •• ' I ` �:,, �: . s . ' ��1?y��►� ► � . : � ' - � _ . _ , , . ._ ,� • . . : • ��►���►.1 �� ' . : 'a',�. �.s� ��.�.•_:,�l����",�_�1�`����� %/.%�� �� �I�'�f���,�i /'��//i�,` ..��...-- ��� � — � , _ , . , � �, �� „� � �,�� � . . � �. �� ���{, � E'�! � ��I � ��� �� � �`� 1��""� mw — � • 1��� � ��,�► �� � � • : ���� � uiiuiiiii�li���l� ��, � ,� 1 1 �,�,,���1� �� p��'i, ; , � �O � ���"'�c �� _�7�r�e7�1�1����:� � i/�%"� I � • � 1 ' � �� �� � ���—��"��/1���'����L�� ""�����r/'�� `� • . , - -� '.. �. , e e - ?` - . �_ . � , I o . �, . � ;:� v.�C9,� �'i/7—;; . • 1� . — . . _ �. '' �- ,.��i� � �� ' � _ o _ � � � �� ���� ♦ !� i�. `�� 'a�p,.���'����i�� ' - '�l�� • • : / � / • ,� � � a . ��`���r����� �� � � i �� 1 �� �`� `��f_ � J _� � • � Y � i i �� � , � � � � � ' ��� �/�j�' � � j�+�` aj�' r � � � ■ ■ . � � � i� � � , � �� \ � ��� La �"'r � � i ��� e.� "� ��� �yi iw._.�� � 1 � v � 1I l � � v ��l ' • • � \�—����� •��� � � 1 �-�_�..�� _ � p.� • 1 ' • , • � , I �,���.��_c ` �yll -. . . �` �1 p �i 1�^1 . , � �� —�: - �= �"� i.� , � • • i � u�� . � . , �, ,, , . , !' . __ �` m ; -� —1 ./7% ,�'=,I;,� _ �, 1 •� `` �� ��� �d--� � � � � � � �, � �� M f;.� ` � � .� � : /' / I, - ' � .....� �` ��V� �� ��� ! ���,� / / O. � 1��—" � � �i r�a � �� � � ��; — I'��� ' i n � ■ � I �� �. • �� i : -- '- , ry, � ����� �' � '' � .�. - _� � � ��� �� . �.. �- ►� - � _ � � ' -- - -- -- �� ■��:.,.� ��� �..rnr■■.■.�►..■■■.u..►� � �����■ �s- � �. . � : _ '�"�'���_� �� � �.�:,� �1� •! _ � � i 1 � � �¢npi���a_ ��"_' _ � �5�� �I � , ,� � � � .�. Iz� �/�� �� � � �w _- ri - .� y . • • � � _ - ' ?�,�► -���a�� �.�';,;�,s.,�_ - —�.�: ��� �� �7'�I i�7�� .�I�6l�G�I�011�1I1b► �i 1�� . � � . �11�� �� �, ,. �� ��, � • �, �,,,�•, �'O� � �' ►S/ �► �� • � ' �, •� ' � �� �i ' .— �_ ` „`—� ,— w�'�',���� - . • , � � ! J�����i � I�iI �r=..�-�■=�:3��i'.Z-'': �. �� � � ��• , i ;� ` ;� , . ��,� �� _ � �, - � ��—� - � r� -� � ini u� `�l :i - �•- - -�' - � `�� ,�� _ �%��� /� � [�P —�'��-`_ � � " ' I � - � � �� • � _- • � �eQ:�e �tJ�, _ i: . ♦r, _ � ■ . . . • `' � � ' ✓i ,�A�, �s' F�,�,� w � I - - - ' � ll � ' • � . _ - _ � I ���j�� �� � , , ��✓i�� ..:�- '� �1�,1 `i � � � i G , � ■ , • ' �I � I ' • , � • = - - ��� � �. ���//��'w� �..� � � �' 1 �� �� ��� � � � i I � � _ , � �t�i• _ � � / .� � �i�.'� �� � � � -_ � � �� � � � _ � � �� ��� ��� • _ ���� �i C�� ..r _ -- «- - -- - -- ---- - - � � � � �- -__ ��� � w'A� �. - ��� ���-�� .: -� _ �, -- ,�-- ir � �� �. - � . , , - ��� . . _ _...:, _ - -� � ��. '`� � _ . j� � , • , � • '. = . � � � , ,� • • :� ' � . • ' . - � � _ � � (�j ,� --C. i � 1�� �. � / ■ � 1 , � � � � � i i . �I � � � � , , � � -� ��4l�]1�i�1 � I � � • i �.__i,,�.� _ . � � � . ,. - ' ' - - , � / � . � ��,_ , . - - . - - � • - - -� �-� A � ����.--/� \ . _ . - ' - - - - ; � � ! - .� � - � — ■ . /, �� � : � � � . . . . . •, � � � ' � � � _' : � - - - _ - -' � " - - . - - - �• - � �� .� --, , � _ ��i�' ,�- • L+� : �: • � � . . . . �: : � � � . : _, � .f� jl�� , - � --- -_ - - - - -- -- _ �_ _ _�_ _ — - � ` -� ' - - - � = 1,ai ���`� �il �v �� �ni — ( i . �� • �� • ���� ��� ''�� :a�t[i�i�li�l'I � � �� �— Klld( ` ' - � - � � - � - � - .� �� � �� '. � - _ ' • . _ � - �_ . �' � % � 'i�4►lI �M��/ 'V^�� ^E �,1�,� • '? � � �ir �� �►'R ��—�j'Ly . . � ,� _ I//llj��• �,'1'' ��� ' _ � I �� � �,� � .`. /� ./ .. - �' ►� � � . ■ \► � �, � i �Cry_���LL"�•D� _ _ � �i'L`�L� • - . _i I" ��� . , I'��I • ��_ � ' • =- - �� i - - - i=� - `� � � • � �� ' 'y� � �. � � � � �I i i�i� r i � ..� A �� � ' G.a✓- � j l � � _�_ � ■, , ■ c � y�_ ��_- - ,�� � _ � �� �S �� � is:�i �����! �j� � ��� , �. � v�� v� -..� .;�'•��`... - � r - � f� ,- 1 � /' �r%riJ���lr � -- ��� • :9 '��� C� _ � �� _ _ _ • , _��� � _. �� .�•. . � _ ;��� . �'�j� -- .r��'� ��t� I�� y', i•.... - - �7�r1_ �� --- ;;. � �r,,,� � [ — i � :ir'�- �� ' ��`.�-- �.�.--_- � -' �- - — 1�1�IIw��e,,� I � �L� i1�—�� I�� �� — � � �Z�wT��:�i���ia.e3�G;�'T' � � :�il����'G� �I �- ► '- � .��7y� � . ♦ — � ��//—�i� �� , i � I ■ �. �1 � lt� •• ��` ��� / � , � . _ " ' � u �� • IL��C� �c� � ���.u������w�� �Tw� � v� �� ��� L.'��it � - d_�� J��� sa n / �� �� �� �r ��` ► 1..i • / —��� (' � n / T /� _ , � '� � � • � � ! � -- - � /. +,� -� �,�_� � . �� � �" , �I � • _ 'L`��If�i.—'�"�7mG�!� �IK�I���I�[�:��'i _ ��. /411 ', U,�� . � :,,�' � �. � �� .. �:, "o'� ��-�-=,�;p�`=� � �.�.� � , �, �►,, �•—�,. �� ��� .' �� . . � �� ��� w�� . . . �� ,. .�A � �� ' / •� ���'� - � ' .R� ��� � =-.� " C • ��L"� �l�79lli:i�'il��� ! I � sa�,� �n • � r.�� • �� �':�'i� ����i�� � . �i�, �� �1� �/►�����'�w�� � � � -,--� '-�.�- A ����— �„'�":� y �►_ . - ' e �'�'�'-,�:�. �,�:. ` _ _ '__ � ; _— _ -- - : - �-+� � ,�_ ,�,. —��-�-- . �,� ; �•�a�- � = ' • • ��'�I/Gl/1II��yfJ��y'�• ,���� -.• � :,i�;, • '� `�' �`'',��.���'..�' � " . 7. �(/�) - v �no��� r�� 11� , � `' 1 �j7� � c... r ► . ' , _— � � - _• � �—��I . � � ' �' . . • , � � , 1Yj� -•�I• I � � ���__� ■ � � � �1� ,., � II �.,�Y',' . l�,i� • � = \\� � � �' `�� � �'�`-�--�.�s�a"��_'%�I��l'1/'►_�1��r �v N[��.Zw� ���i � �� ��/1 ' � , • . � L:Y►1�lT:tr'iL`I�'►i �� � '��' ,� `' •�-� :�� `►�'����' ��-'� �� "' � � � �: _ , — � � . ��. � ,. �__ _ _ —, �_�..�� _ � _:, -- _; � ���, _ - ,���, � r •,��i. �i � � (� , _ ����- . � , . r,�. ��i.�� 1 ■ � ���`l��_�,, a/%�'`�7._� _��F��� a� ! �ii-i2� �Q�. �.�.A ii ��Sl!��f�77��i ii�� �� i�I „� I' � 1' '� ^ l ��r�� ��� ��, � ���, , 1. . , � �"� - ��r�71` "�i" —� \.� � . �.i t�,/ �� � • � - _ � • �- _ � • ' 1 �� ' � i s�� _,. �.�,, > :,. ��.� • �� �� � �w ,. ,, ,,�,� �, , ,�. _, � ��� :�����_ �.i . , �� � �,� �. , , , . � � �- � �►�1 ,il% - �►•D � �►. ,,-:. . ��F )� �+ �� � �� , � -�;,. - .�/ �� � � ���� � �i ' � ��� �Lt7 � � _ � � i �� � � '�' � �� �-jj1� °.i ��� �I��.i � � - ��� I � � �� � � f' �� ��� � • � � /' �l � � �� � � � I � • ' �II i �`�� ' ■, `� �i � �� ���' ��.. ��. �1.c '��� I� ��':s�A���i�� , 1 � �• '� /�i,�� ♦ � �%i..l .�� � � � � � � � � �� �W� G � �': � � � • � ( � � ��•�'�.,� � � � �� � � �� _ ` � � � „ , ��w C� �,�:! � �_' .��.lIII I I � � � � � •' . �� � 7 � �,.-. � ♦ • •: • �.,I � �,��� '� i� `� � � ' ` �.. ,�+ y� ■ ,•� 1 �/ � �� �' �,�� �;�� ' ' ---- ♦�II� � � � l.:. 1 7 / � � �' / � � , � ��!- �� � � � � r � �. i � 1 ►��C� � ��� ii �' �. . � � � .a � I ������ �� � • � � • � � - � � . !� 1 .. .. �,�?1 � I • � • I �ti:�t �� � �� � � . �� � ' � i � � . � ���� . � {I R�� �� .A`Jv �� ��� ��..I� �� u����"� �� �� � ��r i� � ����������� �.I c • � � ���� � • � _ � � �'!V � .�� �� I�� �I���� i� ,��,� � :SA:t" � � �tl� ��r) ��.� r C C • n� � � � �:,� '�r�ti ����� ti � �!� � � I ��.I �� ���� � I � �Eo.i .♦ � W � �I � � • • .� -�,i � � iS��� 0i 1 --I � � ��� � �J�� `Il � - � ��� �f,i,� �, •� � � . �� � � . ��. . � � � � ' l . �i����� �����V) �� 0� �, ���j ����� � � � � � _� ' � w�_ r� � � � � � � • � � ���� 1 � � c.� � � � • �, � � � '�� � � i. . ��� r d ��p j� � � � �� � , � ������������j�� �� � �� ��'�' � � �� � � • � �� • i ■ i �� � / I �i au � ' -- � � � � � _ � � � � a i� � �� � ��������� � ��� �� � : �* � � '��� 1 • I , ��� . � �O I i� ♦ O� • ! `u �� � � � ' �• � � � _ � � �i . �r��� ��� ' ` �� � �.� /� � ` � _� � • � � � • • ' � • .7 E �i� ., . _ , , �� �i� : v = ''— ;_� . . . ,• . � •,. . . . �, �� �_ �Wy_ s �!_ -_� r, ,� f) •'��*1� i i�'�� ` ��. •, 1 . � q�%�I i • i .' �f�. y y � , � ��t� � �--_— �`�- _'��i �_ ; -�?�7�1 Urn_ �- _ � � `�" � ,_ - -_ `�� �� � � �♦I �A��` � � 1� � � � . � � `� • � sr s� sr � 1 : I I i �. . I i • � � . ;; . � • • , • • • �.� : , . .: • � .::. � �., ,.. , , i= - -- - �'� ,.!- ,i ., • .r:_ ,. � , � . / - < I � , , ,1'. . � � � � '. �r ` . �.�__ _�. , - , �j� , ,, . ��r .:�� . . . . , .r � � � - - ` , I ��II�� �`�� .,cr- � +J� % I I • '� u �l�:l .� � _: �♦•♦�� i ,.�: 0, � � n � I I • 1 � � _ '�� i � � � � / / � : ��►�'` ' • � � � • - . . ' r u ��►�t' �`'` ,.o �E � y� �, ��`,1 "�� � �� ' �L . - ■ . • - i i ' � , , . •� � � •�j� r ♦ � � ��� 1*�v � !<d � � i 1' : � ' '��" ����� -� � �i � • - r � , i . � / � i I � I /'d�� �,� y'' . �� I r� �. � ,� _ ' " 1 � � • . I�� � - , , • • •..� � o • , , �D) • � T: �� _ - � _ � -I -. �'x' � � • ' �'� . �, , �7►,4 � : �� � � • • � � � • ��� \ � �� C� � � ��1�� � ��' . �1�� ����iil � � � � � � � � � � � � �� �.ri.��l ` / �I , ♦ , i � � , � : , _ �` � �� R7llt�� I 11 �,�,, • !A ` ���� � �i � .� �.�'- -- - - � , ���'e I � �, 'r ' '.� .• '.:��'.�' � -- : � � .6 �• �� � � ��7,l�� � � / -; � � � '� �' � �� . C �� �= �'��� ���' ���.�9� ��� . � �� � � � i � � � � - ��L' � : / . �I / •. 7 �, � '',' I I �!:"=� �� �I .��r� � ���'#4�� �'� � � � ' • •� . . • • ' � � .��� % ,. � . �� . ... � � / � �� �� � .�r��� � u� � . � � . .� . , � . . � �.. , .,���I 1� ► ,y� � �'� • • �� • �� • � �cs_i� � � • � � `►iP����II��'I'�Y� �i. 1♦ � � i , • II I 1 � � � � � � / � .• . . ��•' � I I ;, - _ --,-,. ; , , , .- .. _ � � �� , .,��� . ,. , -: � ;:�- �F � ; � , , , , .�. . . . _ , . �'�i'i���ill� � ,�� . . , , : , , . ' .. . � . . � = ��' ''�-� � �� �� _' o, � ►. : ' �.� � � . � � � � � . � �_,� . �. • � � ' �;' ��I� ,��� ,! , , , I ►;� •� . . + 1: . �: .,,r,� - = 4� .. , , ,� .; • �. -�;, ,�, ,�� : - , . , . - - � �, . - -. , • .. : - , . : : , � ' r1 i i � � �I ��� '• ,VI I � �l� �� � , • ' � � �. `��� •• , Y .•� •1� � �� � � �I 7r � � I � �� � � ,-• �L � r .: � �1���. �� �� • � '�' - • � . ►� � I o ��I ������ �� � • . , ; � •� .' e ' • � � ` ; � � ` ` ";.r� � � _ � '�' ,� , + ►.� � '� � � � r , - -. �� ;; � .� . � �� ,� � ,� . � ,. .. . � • � _ �� �,� �I�� � • _ ' _ ! J � � • r���:� a�' . _ �� �' ��� ,, � � . �', �� ..,_ : � ; � � � � � � � • � � ��I� �i�� ��' � ■ • � � • � I � �� ■���h � • � �• , � , � / /' � �/� � �� �, w`�h ��,�I� ��,� . - , � �� � . � `v `% � � �� . ir,� •�� ': _ / 1 1 �c' �r 1j'• � . ,' : � ��• � � �f � �. . `,,I „� �� � , � • • ♦ � ��� ' , ��L / � � �� �� ,' � � ■ . � �� • � . ��� - •�. �, .. • . r��.. .!�� �� . �, . - � . : . . � . . ., . , . � o �'de�' � .�, . _ _ 7_ ___ �_����. -- �� - ��� �� • � � ., � I : . - ---������ , _ � . ., , _ - � � . I � :' � � � -����� �� � - _ � .. � -�1� • --�- ...�--� � � I � �� i • II '� � . :� � .. � • � . ���� •- •� � •• -��� - • �•- � • .�. •� . � _ � -����� • • •• •.� � •�•� �' �II'�—�� i i � ' I / ' I . � . " . � � : � � - �il��'� �� ��'��.�.i� , - - - � � • ' � • � � ��' • ro����� ._ , � .� . . . � . . . � � � . . ... . � ' � ' 1���������!= '� :��.� . � � / � � � ' � � : : � �11��11�/�11lM1.�;�� �j� ����'. •. � � ;; � :. - � � ��� ������� ���.� ��������� ���� �• _ '��� •� i . � � � �] � ' - I ��I������� � . i i ' I%/IL�����11///, _... "' � • :��n.»►�r � . ������� . , � ��� ' � �� ;��;� . � .■sa�s�����, , n• - . ; - /_ . - . • i ' • � / • � % � 1 I • �i' �� ' I .a_. � � A. � i , ' • • � � � �� � i yj�ar��� � �--�`y- ,�'I �: � � � � � �� � • ; � � � � �� '� :• �� I I \ � � : I. . . . • . ' '� .y •' ' ' ' ; � � , , � , , • � -- _, �, �'� ( �� • �����. I • _ � , � r i i � i �� � , � � . I- • �.�': . �:., � � - ,' I I , I ' I - � • • � � � . . � . � , .. �'� � � �c _''�' ., � � � � I I ' �� /, . , � : . . ' -------,��--�-•--�—��� ----�-� ' ' � � i�� .� �i%/.II ��f��l1l/i . 1 ,t� ' �, '' � ' " � -�� : .�� � �� �I'7/ y /7��. � -���= ��- ,� � � ��� � �? .l � � • : � � � � � � I I � / ' � r • . � iI � '` + � ' � '� � � � � � � � ,�• : �. _� . � � � � � � '" , ' . ' �/ I � � I ' ' G � . S ' � � � � � � � � � • � , � .� ,� ; � . ' ' • . • I . I ' ' ' � � ' � I I � I —� � • I• �• • ! _ � . GRAU 350 � 0 N � 0 , � �� � � � � �; � �� GRAU 350 8' PS uNK RCP , ,, ,`'��`'�� � DEPARTMENT OF ,��I Z I I �( 2�c&� Z� � 3.BE�lN SPILL CURB -YIRPC- STA. 13+57 (6' LTJ SEE SHEET 9 FOR —L— PROFILE 2'-6"C&G cB �; '� esr TRANSPORTATION I �I � c I � ��� 4.BEGlN SPILL CURB -YIRPC- STA. 17+46 (20'RT) SEE SHEET ll FOR —Yl— PROFILE 8-77 � oi 8-77 RCP ' I �,� � o � � ��{�� 1 � - - - - END APPROACH SLAB ,, � DB 1433 - PG 609 I I�I �I N �_ w z,� � 0 5.EN0 SPILL CURB -YIRPD- STA. 14+78 (4 RTJ SEE SHEET l2 FOR YIRPC AND YIRPD PROFILES , Q —L— STAd 22+98e.39 � DB 1965 - PG 69 I � 44�78' 10.22� BEGIN SPILL CURB -YIRPD- STA. 14+78 (20' LT) ' x X N 01°05 39" E �W END BRIOGE � E N D C O N STR U CTI O N N � w 6.EN0 SPILL CURB -YIRPD- STA.16+45 f35'LT) SEE SHEET l4 FOR -Y4- AND -YS- PROFILES ° -L - ST A. 22 +74e4/ � ��� x� T x� r -yl - POT Sto. 25 +8/.00 �. REMOVE MH, PLUG AND FILL EXISTING SYSTEMS SEE SHEET l5 FOR -DRl - AND -DR2 - PROFILES -Yl - POT Sto. 25 +75.00 � 8. T EMPORARY SHORIN� (TYPJ S KETC H S H OW I N G B RI D G E/PAVEME NT RE LATI O N S H I P END MILLING AND RESURFACING ,� � I fSEE TRANSPORTATION MANAGEMENT PLANSJ S E E S H E E T S- l T H R U S-? F O R S T R U C T U R E P L A N S N � � I N � J w V � � 0 w 0 0 � N 0 Z � N N � �ci � N Q N J w N � J Q V °- �z �o ZY O „Q w � �m ON Z ,1, �V QV 3a W >� �� �_ � N N N O�V � N O � > � �O � a w �m w � N �w aV U �Q �o oW Z � a� �o � N � N w � � Q �� N OJ w �o V N � J � w a0 w 0 � 0 >� Q N m N � ZZ 00 � � �� i i � � �� 00 S� � � � � / � �� ; PROJECT REFERENCE NO. SHEET NO. a�cs E D APPROACH SLAB � HENRY J VANPALA � JOYNERS REAL ESTATE � � / Q� ■ -FLYOVER- STAe 22+OOe69 DB 3865 - PG 46 HOLDINGS V LLC �,� GEORGE y� & / � � �q�� � p BM 2008 - PG 2034 DB 15087 - PG 2007 ,��ti°��,°� � NANCY �y MORDECAI � �/ �°� � � Im e �� orn B-5/2/ / B-53/7 7 �- c�p� �= p BM 1959 - PG 262 ��`� DB 2352 - PG 370 �/ �2015 RrW SHEET NO. �6''� �''So�i �. t� O BM 1988 - PG 1647 //� � / � J�,o �� � HOBCO AUTO SALES � ISABEL HUFMEYER �/ �� / P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 ROADWAY DESIGN HYDRAULICS �'� c �� F MSE �-1 1�J E D BRIDGE 2 DB 14908 - PG 1234 8 LT ENGINEER ENGINEER 6'' � , � WALL � Q � � _ _ DB 7807 - PG 382 �END CON�RUCTION l / � � 8 ��� o FLYOVER � �& BM 1959 - PG 262 BI� 2003 - PG 964 ex�sr o°°a�`° // �� � '� � -6' R� '� °�- -FLYOV ER - POT Sto. 25 +76.�Q �� �v c� � � l � � ��- cv , ��' STAo 2/+76069 � o "' � ��Pq �8 Q �� ,�, TYPE o 26 6 IHAKE COUNTY, LLC 9 SUZANN�E ABERNETHY \`�� ``�"�`-------- �V ����/ � U z � o O� DB 15887 - PG 155 � ILLIAIVI R RUGGLES 43�T ��` /� � V�/ / - �, � �So , -FLYOVER- � III o Ig DB 7807 - PG 382 DB 13227 - PG 452 .„ �s cMP l l��(� �.�/�l / _ . I 8„ � Zo, SQN�IARY j[�]�]�][a��jj�� ]�� �][,���' , � 77z TIE PROP � �i�E�o�X-1�T�,�8 CSP / � � / [ 6,S '�'�� , WADE AVE ��, 'S' „ BM 2003 - PG 964 BM 1958 - PG 10 � Ex�sr R�w //� Q' � e� �' R P LT / 2p o, esr PARKiN� B MEN� / �/Q Q�// � P�� SE`NE988APG 2l3 IID� N�'Il' �T�E F� �ON9TI$LT�TI�1V � ' � - �� � � i h � �9 w P - . ° Sto. l8 +96.38 - �F ' � ' - - -Y2RPB - PT Sto. l6 +42.72 - - ���� �� ' � � � 1�� �� � ;, 20� 9 - Sta. 25 +39.6/ �l1.50' LT � J � - .- 25 +43.37 1 1 � T�'�'F 1� 1'� � i n REMOVE EX � �,�S,r � I ���.J�O� � WOODS �`x—D Exisr / BEGIN APPROACH SLAB �s� �q<< „ '' ` �;, 20� 53' GRAU 35� Ex�� � -T F� _ 4 � �, - -- _ R,W _ _ ,_ „ � 42 _ _ � F -- �L � AN F LL DOCUMENT NOT CONSIDERED FINAL FLYOV ER ST A l8 +95e53 TY P E 0 FLYOV ER PT . 25 +26.33 , N , � THOMAS CONCRETE � 15" R�-IV 8� � UNLESS ALL SIGNATURES COMPLETED BEGIN BRIDGE ii, ir ��� �� � � ��� oF CAROLINA iNc �,ST R,� O F� � o, T � -FLYOVER- STA l9+19e.`��0 I � BM �959 - PG 262 �� �� FULL �FENCE � 771 �B� 2�0 9� � rn E TE D 8X�MP TO � DE�SE� PUMP J LI- � V�R�j EXI T RY2RPB 2 R� �� WOODS f B SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP � I� �� � w o o- A c � �� RCPEXIST RR ° o�� NORFOLK SOUTHERN Np BST 2sBKBus � FRED �y & � -� _ _ �<< \ �� �B � o � 3 9' RT Y RP �� o R0.66'IP pBC0080R PG 545 �07 e Y9 - PT Sto . � o � ) �, � 5 2 BST -Y9- T Sto. +9/.30 = � �oN� I YCE C PIPER °�� � � Y9 PC Sta. 15+9/.30 � L J TANKS �s�� RCP-IV � �6 °2 TB/ �2� � 20.0o W E,P Np`D $ a.56� -YB- T Sto. +��e0� �� DB 3345 - PG 887 •�� � � I I \ �c x F +�,4o TA lSL 0 EXIST FROM R�w-E�PE�P _ 03�, , 0.84� -� I � BM 1959 - PG 262 � �, � � � ��� O� �� S� � , � N m -FLYOVE - Sta, 25+ e TO 25-1-39,6/ ---- EIP R/W-EIP � Co _� � �� � �/� / 0.3 03 -�p �VE ��J�� RCP EXIST ` �_ l ie19- � I c ,? � � IFFERENT SIZE PIPES AT EACH END ��4/ � Q �� B C� � q� + 6�I ISBKBUS pp NOT R�W � RiW-EiP I "' 1.46� O ELDED TOGETHER TOWARD CENTER � �J ;` � +g6° .I� `90 � /a GI � BST + N DISTURB ISBKBUS �- - _ _ , _ R�w-E�P � - PC Sto� 14+79.90 �' � LT/ z ,ba °,� , \ � -� � E�P �_Y8 - POT � '^ '� �- 4' rn �� BUiLDiNG �� � - � —' � coNc i r � � 5 " c P - � v �� -Y2RPA - PC Sto. l6 +76.10 �� � � — W — — � �EI � — EXIS T R� �j EIP 0.45' v , � — — — — _ G W W • FROM RiW � r 2SBKBUS STEEL �, / „ 767 � � = c� � -� - _' Y9 N lNES `—E-- _� � � coNc I �R Y9- POT Sto. 19f5'0�00 = P�ArFORM �P �� CP �G / c� /L � �\ � 2' RT �,���� �° � � 8„ �LAY - w T ST -- � j � BEGI CD ST RUCT l0 � o � � � ( _ _ _ _ �/�° /� �J`�`� _ _ _ _ � � � --� � o �P . � J e� o�K Y2RPB o T .oS . !.13+78.09 EX ST8 �,} F ��� e�r / 12' � = N �\ � � �b + oo - + �' °° I - N wEs -�-_ �-- -- �� Ex�Sr � �- l09 5�' 0.l l � ww � � � �;�� �_ oA �+,s 4s� RT 2RPA POT Sto. l6 57.00 � � Ui � � T Si w __ --1 _ —�RiW S O I S F B U S CONC / /�� ' C R .p � / -� �V c� � / - - � - - - - E 07 � 66 Z �� EiP� . - - _ - = � � � BUGL C/A / % /�3 / 765 � 29 � � � - 66_� - � X RIPR 5�f� A Exisr R,� � a — _ _ _ � c, � . BEGIN CON� %�� EGIN 60„ /��� o� �� / O .� � O � � �' / I �� -- �� I - OVE E ITH C�L II IPNRAP � �,-, � 8" ��qY � — — _ _� , � 9- P .�- 5200 52 Y9CE /�'oj/ , �.� / >II- ��e � \ / +50 RETAIN SYSTEM // =11 �� � - �04 S �B � � ROTE TION IN�NNERS PLACE INC m E�P� . SS �� — _ �\ � , � �,, = o °' 48' RT � , � e - � � - c� / � Cp �}}� � w II� JB o� �` ' � N EXIST fLW � / p� _ T I T 2 SY GFD DB 14020 - PG 225 , � p I �TAIL 3q SH BM 1959 - PG 262 � �� � �,a// 270� = ��, � �� � �� � � l�o // � � DE S � _ � Woo�s E,P � w_ i�r `L � � � , � � � W� �� �,N MILLSTREAM PROPERTIES LLC � � � � m Q � � �- � m F oM R 3, � N oEs sT 48� � �`�� 24'D i � / �� ��� F N � - R ' ���,� `° DB 14906 - PG 2390 � ti`� i w �o r 1 isBKBus +98 • � \ 6, � `UQ l� R i �/ �/ 764 F ��i \� \ /o cn � Q -- � N 8 w — asr 8„ � �,� � � / �. � BM 1958 - PG 10 � ti � Q' � AND ANDON `�� END PARTIAL C/A� EiP oRow C�qy ���1 �� N =� p� �� � 03 / F, �� OQ �� k Q XIST EXIIS 78 L , ��__-- 1S � , a � ,\ o '� ' \ � �Fj � GRAYBARE ELECTRIC �--- END 60 CL FENC W a Q f45.3 � � w 02 C� � � � RE � -y o � 2 � � � //.. � A � � 6"W00 �, �- JS�_ l 52 Y9) - EXIST RrW //�� / � / ,' � � /6' /6� � �. \ \ , , � � COMPQNY LT LT �} LT N ---� FES +88.35 �- � � � � \ / / D PLUG � 5���-��s,- �� `U � �F "� CLASS B RIP RAP �`� �, y ? � �T • � � EX I�RCP ��s"� X �`�'''- � EXIST fLW / `��' / 02 �T EST 3 TONS � � DB 1285 - PG 385 I,� 03 � esr+5��o 8 �T �T• �O � o � � � �W FI � \� // / BM 1958 - PG 10 +32 40 L � �5��2�j� -� 0. t�7 a � o \ EST 10 SY GFD W � �/ BM 5� '� � � \ / � � � E�sT 2� _Y8- POT St 13f26.88= -L- 4+35.25 � - � � + - P � ta. l 0 � . ' + � ' , � oi/ � � � � -F ER- PRC � 22+6� 2 n � / SPECIAL ROCK CHECK DAM L POT Sto 4/ 82.23 -L - P T 11.45 2 EXIST ,�'� ° I � m � �+81 � . �, � • `�-� F � �C'� � R�K PLATIN CLAS '`k�IP RAP y�/GEO ��"�s SEE DETAIL 7 � = 89 32 2 .l O REMOVE CB � 31 S R�W(Y9) +07 � , '� � Q � bo R P-� � � � �T � ' ��? � X EXIST WW ,-----------, � c o N c �, �� ,` � _ F 1.5:75 O PES ,. S T 20 TONS CL 'B' R I P R A P o� • w 40' LT � � S E E N 0 T E 8 y�� DO � E) Y2 R � �o � ' � � � 2sFBus ' OUTER PUE TO BE DISTURB � o +.o Y2 �� �XIS ��'� � G-�� F � �62 F I I- I EST �5 TONS, T 35�� �S � E EVERY 50 F/ 1 Y +2,� g � CONC �, SEE NOTE 7 + 3 5. 2 5 __ DEDICATED TO CITY - DO OT + 0 5J O � � � � g� SEE DET • 8 \\� Di '� , �� I � . - O � 3 48 � _ 66 LLT � �= esT , , , , � � � � LAT BAS�GRASSED y�AL,E RETaIi� I� ° c � � DO NOT 6& 76 LT �F DISTURB EXIST E T RiW �� . � o � EXIS ;,;z; ;-_, DISTURB �� �OM LETION OF ; �SFBUS m BUILDIN� �SFBUS � �T ��, � 60 0� JB6 �,2H1 � F SEE DETAIL . ���,Q �� SY TEM �'�� , � � ��� IN PARTIAL A ��AT UILDIN � �ON TRUCTION PILL URB -L- STA 47+62 LT RE N � F �� +q 32 �g � M I EST 240 C�DDE � "�, � I � � +38 L 5 LT 60' 60' 2sFBus '�, �_ ;15" isFBus I L- PT Sto. 47+34.,3'J� � CULV � �� °� ,� 02 TB 18" CSP �y/ 2 EL S // �� BL-�, �T StO.Il+56. �_ � � 2 I � accEss ccEss � + 5: 5, ; R C P-�(o o�, �� Sta. 0+00.00 = coNc ��P °,� � I � N� l , b, � o �- OV E POC Sta. 0 .08 ! I c s LK 5� � T � N �� �oo � �� Nc � oo L- PO � S. + 4.03 (3/' LT) ,���o�' o � � + 3 e 3 2 03 / 763 OTCB-4 SIDED � �� l 0° 2 0' 0" � � J, BREAK BREAK � 56 LT , � , , , z � � I "i � A AN 66" TB 56 �T esT esr � �BI 60' AC'CESS ��� � 60, 3�, ,� � � �� 9 �, e/ �� 15" 2G1 759 � \ ��P� SfO. +59.47 = sTFps � /9' /9' � � PU 66- E PUE PUE BREAK , coNc +27.58� BSTI e ACCESS TqP o S� R�� �� x �� � RCP V � 04 _ - = I '� '� DUE 8" X�8 esT � UE , 66 & �, ' �T BRE K ER �, �,�� ; S i �, c T �� -NBL POC Sto. 11+39.09 � - �€R ss P0� ta. 20+19.94 cn _ _ - _ � , + �, �, � �, , „ o __ - PUE PUE cuRe PUE 0v09,R�w-E�P , 8"x �8„ PUE P E � sc� �� , � / - C Sto.19+97.09 �-.11� 0 esr PARK�N� � _ ' VE , BST BE IN 60" L FE E F/� �� ��, , / /E �� v Q � � 18" i � ___ _ � 1g° x "CURB EIP CR ERiw �T = l0' SIDEWALK E� , � URB PUE +95.54 6.25 LT P E 3 &� � ,\ �- �E 3� / �_��.3�09��7. 2 2 �-\ �� , , � ,� � %� � � — � - - ��.:� _ - '-s�'�� -------- ��X 2�' �T i � F � �� _ BZ 1 � F'��, � I � \ c� `- � — -� — — — — _�" — �8��� RB esr yY ` Z'� �F ' 739 18 RCP IV � / F / H- RC P I - _ - � o - N �, - P - � - � _ _ _ � �/ ST S � � ��ce S E E / �o \ � \ �" / g NOTE � 24" DIP - � 727 LT � _ ° - -- s ° ss o � �_ T_ B o R�E ,� G/�LT C � F G RIP RAP EMBANKMENT PROTE�ION � \ ��q� / � + + � � 701 0 =� CAPITAL BLVD 33.5'BST �'��� CB CR �, N�T�/ � \�� \ � 15" R S- z4° �iP '� �— N� o - � � � � E�F �-�EE �i3 �_ BL- e� l 4 ESTS330I TONS9 EST 350 SY GFD ��- \'�`� �\�s� /� 8" DIP o� 72g o 0 c1' �� NOTE O�B �so SEE DETAIL 3 AND SHEET 2B-4 7 �� � Q � � SS � „ R N 2� R /0'15" \ q _ ���,e �� �� � �'" �rr - . 1S --� � �` \ �'-�, / �� N ,� N� _ ��a -L- _ N CBMOVE � cAPirA� e�vo �i5 5 �� CB ��P v•�T p � 82 SEE NOT�/6� � � JS 5 _ -SBL- PC �� . 3f27.46 s��\ �� �- o - OCAPITAL BLVD lUS 40/) o 0 44.5�esT O PLUG A D /5-- -o o�� �T �/ �� / �S IST R�T�I�l�STEM � � � � 708 2'R = 2'-6" C&G N�2 ��� J��.� E 18" RCP-IV 7i4 �26 FILL 42'NRCP � RCP, E � F � // ETAIN N '��� � -- _ ,I O� � J n., . ---- - O cB � � � Pqcr No � �� �r�P� AN E�'i'� � 28 L- a. 14f20.66 � N. -- �� °-� = I� E X I T I N G `�-�,� P 8 0 � f 78a9 ' ��g \ S � o_ � � o C-B -w- CB 2,R / o N qrTE oR o H N CB � ���o _ _ �, -,_ PC SfO. � �� _ ' R��` � ��0 18" RCP-IV - - - - �� I -�'� R£f�=-t o � q �P r YP 3 0 24^ � - - _� b � `° REMOVE E AL `fi \ �� `�,�'� � -�-- .� F �- � ' � � 8 T HL S E 736 �, _ _ _ - _ 67„c g � � -L- Sta.53+06 to s � \ �� �� � 18" RCP-IV� � F N i5� RCP _ �i coNc A N -�-�. �- W � � 5 � � � � � � \\ � Z "� C� � ,� 48' TYP �S��RCP _ DI �� o ��W- = + I S ION ��°�r � ' ��� P - L ��\\\. � �T , � � � ��GQ� �i2 � - - c_ __ DI � i�� AZ D � _ � LDE __ ER � � _ F � II �_ -�- PC Sto. 54+3 \ .�'��._ v BSTB � B�ocK " Rcp � , R� V� • 15" • \ ' - �� � _P �SRi �g � � _ � �� � ��/ PLUG - _ = 45 CB � � � 2 �`'' p 1 �,� 2G1 WA�� P o oo, � ��� �6„ \REMO�C/E EX DI R��P ��j/ 0 4 CP- -_ � � �c� ��RADE TO DRAIN � / _ _ - 2 R �V 735 �g � - cqP�rA 2�-�� - �� °P� , . � _ , Q . �-- � �� G; � . � F REMOVE LUG AND --F_ �_ _ , �T R�p-..� S�E �// / _ � _ _ / 77-�E� B��o -�4" RCP-IV �� � � P754 � v � � �� �� � , � � \ g- esr \ �" P � � EX DI AND FI�L 42" R�P� � � "� �T - F - � � �s��i � - � - 34�asr � � N E �� � 1 29.60' R � � +17 +25 PpF � � "RCP i �, - - - 46.16 EXIST e� ' EMOVE � � r � - 2'-6�- & � 74 � '�'�- � � ��� �T �'"� +00 4 42.51. x�Sr R „ D� � REMOVE EX � �° x �y P 0 ECTION a \ _ �'&� _ - wo � _ = o � - - � �� �� � � �FLYOVER 0.3 RT RT ,' 711 TB �� � H /C� 9 GP \ � - _ _ _ R�V1C�b \ + '� - � � � �, o � ti, 8 R CL SS B 20 ) \ � ti�cy , � °69 A2 EST 25 TONS T � 734 DI �R,�U � B coN� /� � - ���� - - � � �, � � � CB AND 7' RT ��t.55-'- Exls '. 2G1 0� �" RCP ���' EST 45 SY GFD q R N 350 �T r �q � DI rY E� �-rE 2_ EN� S TA 53 06 LT ���- \, ��� -�- _�ti ti REMOV , 8', ' 42" METER ° � � �I.' 775 � � SEE DETAIL 6 � MOVE CB9 II� • � � _ , � ,p�s 35� � qr�R 6 � END SPILL CIJRB ����-� , �� - - TAPER+ � — \ �� � Q Xv i ` _ -_\ � � cqP e�� \ � o� - , �� � �� SYST ,,Q + RT � � '� �, � �q `V DI AND SYSTEM c� 5" l�Cp, �O �� rr ,� ��� tio 7 _ ? \ o x � � ��� �z EXIST �A' EiP � i-,o �� �� ` Q� ,� i �� � V� 18 744 q� � N o y H - STQ 53+06 RT I _ -`_ � Q 45' RT I S M T � B U S � o � �, Q , �-Y2 C- PC �a. �� f ��.0� _ /� F ES �_g. -� C B � 8 VqR , " � �4 BE � F � � `\ � ��. �°��RCP' 18 � ��' w000s -L� �-� �P St : 46+82.13 �42' RT v " `� BST `� � � � � 24 p8, 'L�- � � DO NOT � � � RCP _ �� \ � 6 750 ES � + y „ � � ,� ` � DISTURB E T R�W 0" CL CE \� � AZ � CB I�. CR � -^lBL- PO / LT _ �T�' 2'� „R�P-IV� 15 � 40.0 E (/S- 45' T +62.53 I D� �o �` / -P���j�''"r ILL �/ F �\� „ , � BUILDIIyG EXIST RrW � 26 5„ �� I � �� ` REMOVE AND �, -/ - � /i — �� � \`�� B R - y X o � �O i i � � q�'4/i/F��;� � � z o m R, O V E S Y S E M coNc � O � D� 6 �—R�DE�T�Df3�4/la-� � � P, o �s�- � c� x �V}, / �� ��� , � BST � � � � I -r + � GR I ,h� � � /� BST � _ �\ RCp y � (� 'V , D I � Q � O� \ \ �Q � � \ \ , w F OVE T 72.42 W� 717 \ T cR q - ,/� 0 Uwm� ' �SMT�BUS EXI T \ a Q � %�' � � F 12" DIP � � � � � � %� ���Q Q'�' � � %F � � ` �� � C�1JT R PUE TO BE DEDICATED , � � `� �'c, �S � \ � �_ S �� � �� ��� � � �c. �� — T � ` . ` � ��� v %� A��'V/\I,//� � �\ � � 'I� �i- RT T o�� F E / I e F �2 RETAIN % � � /� rY R ` � -0_ __30.00� TO � ITY OF RALEIGH UPON �g5.b5 � � 0 723 �/ LT � 2�6 � c�'qs CUT DITCH D -� � SYSTEM � ���'��/� �\�\ c�g � -�-LOlvAP TION OF CONSTRUCTI �� CR �� � � / �,Q'99F�i EE DETAIL � � �� i �� o � � 9„ EIP � POW�R = LT � - `N G � S6� F'� � EIP 0.79� DCLNO� �N� ) � ,o \ \ � �� V�� �c ,�-� _------ ETE � %„ -� — R� & MOVE Ex cB F �� ,� � ��r��rB- M , � , �, �� ', � - Lb'�/E O. .DD = --� REMOVE �. i FB R�p T.. - Ex�S� „6' � --- ,�� ,� TIE B W/M oWER FROM R�w � �S„RCP � D IVEWAI' � \ ���� -�� Sf�.�lf5/. � R_)---\, AND 15" RCP� ° �R � � �25 _ 2 W000s � � �_�_ '� WTO X PIP 743 ETER 751 a ��� �2� „ \ �, ��, coti � �8'WA�� WiF � esr 7�s TIE PR_ �P ��_�� - 72 � 24" RCP-IV �� C8 rn �F - '� RETAIN ^; � � � � \ , `;� � c � � � � � ENCE � s 19a �ER-y2" RCP �/ � 2G1 4, 15 RCP-V � � � coNc �', RE OVE EXIS FI " RCP m 9g',� / NBL�` PT �c �\\ �8„ � `, �� � � � � o9�s2" qqs 7q, ETAIN � DI �16 N �Ncoor y — AND EPLACE °�? �- � �� � — — R 2S° � �TE Z _ - �� +o�.�o �, � � ta. 16+83. ��, , � DI +00.42 8� � iP �, G� 724 °� �� X EXIST RiW �' m`�'= /+06 L NorEs; � cN �88.,5- W W i 5°. P- E � ST RUCT URE EXCAV AT lON l, BEGIN SPILL CUf?B -L - ST A 48 f30 (9' LT ) � 60' RT �3g �� � S �� � � zi.7� R o ° � ' � F +11 �� � , RETAIN DI A 12" oP � BST � ���X6� 2. R E M O V E A N D R E P L A C E E X I S T A S P H A L T %�� J-�� � �Q/ � -- _ r v 6 3°s�3� w� o ��,3° E � C b 0' R T � � i s F a u s EXIST fLW �o ���„��, O L�i REMovE Ex cB -� ,60 RT „ P�Q� � �� RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT PAVEMENT �1.5" S9.5B AND 6" ABCJ � .�„ 8'cH� N �6 ;REMOVE 18 RCP AN PLUG DI 0� ' UNLESS OTHERWISE NOTED AND 14' OF EX 42" RCP W�3BW +15 TES S L FACEQ PRECAST 26 � e�`�'� EiP � 3. SEE GREENW AY DET AIL, SHEET 2B -4 ������2 ° R C P- I V � 60 '` N 2s � C CR T E BA lER— E ST � � � 4, REMOVE CB AND EXIST l8" SYSTEM TO ���� ��� R� 721 PpE SEE NOTE 2 23� PpE � 8� q°6�q3".e ocK __ ��, RE T A � 5� SEE SHEET 2B -1 FOR CURV E DAT A OUTFALL INCLUDIN� JB —�blo� � = �_ bo' RT esr io� R � T PPER 8,� << M TER 1+02 � � vE xi T c �' �,s�°`� � SEE SHEET 2B-3 FOR INTERSECTION DETAILS S,REMOVE AND REPLACE EXIST CONCRETE —� 2° RCP __ p� c� +,a "� ,3 �5'RT 42 II�sFBu�N� "s oP E'P a o� �,��-22�5 SEE SHEET 2B-4 FOR �REENWAY AND GRADING DETAILS STREAM BANK TO TOE OF STREAM FOR '— —�_� X�� � +36 /0' R END PROP RETAINING WALL � 60 RT +4 gW / PIPE INSTALLATION. EST 7 SY OF 6" SLOPE - �B�'� -FLYOVER- STA l7+10.50 � 72' RT ETAIN E I � '� � 0�0 ER - PC Sto. l 2 c� � E E �� � + 96.01 c, � � S E A � �' SEE SHEET 2D -1 FOR DRAINA�E DET AILS �� 720 � 60' RT `�E�1D F A " CL FEN � I ,�CONC PRorEcrioN + 05 � , REMOVE Ex �i � +,5 I 97,�L + . 8(L - EXI N 26 ,� SEE SHEET l0 FOR -L- PROFILE 6,REMOVE AND REPLACE EXIST CONCRETE /O AND 12" RCP � 92 RT I— � °e \ ROY R SMLTH STREAM BANK TO TOE OF srREAM FOR TiE To i5° OUTFALL PIPE � +�� �� � coNc , 33.50 RT L �� -FLYOVER- PC . 8+ �q8, ✓ DB 6548 - SEE SHEET ll FOR -SBL- AND -NBL- PROFILES STATE OF CONTRACTOR TO LOCATE AND CONNECT 33.50' RT � �}-I � i5� RCP �P --� � EXIST BRIDGE BENr REMOVAL.EST 45 SY NORTH CAROLINA �� ��' �sFBus �2" '/ � � Pc 32a,,, SEE SHEET l3 FOR -FLYOVER- AND -Y2RPA- PROFILES OF 6" SLOPE PROTECTIONI DB 9868 - PG 518 -Y2LPC- PCC StO. 1.3+/0.98 = +73 � END � ROJEC /� � BM 2002 -� 7,BEGlN SPILL CURB -L- STA 43+39 �9� �r� BM 2003 - PG ii6 -FLYOVER- POC Sta.15+34.34 bo' RT � ��� ��___,, \ o g 99'; N P� 8 �\ P�BS86 SEE SHEET l4 FOR -Y2RPB- AND -Y2LPC- PROFILES 8. BEGIN SPILL CURB -L- STA 43+39 �42 LT) HPg � HP HISTORIC BEGIN PROP RETAINING WALL _ COIV ST R T � �,�'A�'� � � P`' c isFBus SEE SHEET l5 FOR -YS- AND -Y9- PROFILES 9. REMOVE EXIST CONCRETE STREAM BANK B� -FLYOVER STA 15+73,00 isFaus / � ti � HPg �� BOUNDARY —L — t �O '' `� E s r 3 C Y O F C O N C R E T E R E M O V A L NPR ,_ �sFBus ° R�P-RAP I� 8���� p� �� 9��-� �„ �, S E E S H E E T S- l T H R U S-? F O R S T R U C T U R E P L A N S Z O w � � 0 w N > w � O M J W V � � 0 w V w � w � w � 0 w w � � Z W a Z � w Z O � w � � � N N Z Z J O � F- > � � � � � � w a � � � � J W V � � O Z � � 3 � � QM � w ri � N � � Z � O � � Z p Cm N < O � Z Z O O �3 � �� � I M I lf) J ln �V � o� � � 0 N \ � N \ 0 Oy�AKE COUNTY DB 12835 - PG 2740 BM 1960 - PG 241 OARCHIE LINy�00D KING SUCCESSOR TRUSTEE DB 5369 PG 541 BM 1947 PG 73 // MARGIE MARIE FULLER DB 10559 - PG 1762 � HESTER & HESTER DB 8181 - PG 1853 BM 1885 - PG 104 �MANN FAMILY � RICHARD GARDNER PROPERTIES OF RALEIGH DB 8613 - PG 2425 DB 11802 - PG 1658 O35 CHAUCER 38 MANNARET ALTMAN �NVESTI�ENTS INC DB 2989 - PG 318 DB 13332 - PG 957 BM 1997 - PG 799 39 JAMES H ANDERSON CO 36 EDy�IN E FLYTHE, JR DB 5940 - PG 289 DB 3726 - PG 580 BM �993 - PG 1441 BM 1885 - PG 82 BM 1977 - PG 393 NORFOLK SOUTHERN CORPORATION DB 208 - PG 545 -Yl - POT Sta. l0 f00.00 HPB � W W K? U � HPB HPB HPB HPB ■ im e >> orn CO2015 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 PROJECT REFERENCE NO. SHEET NO. B-5/2/ / B-53/7 8 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��,������ �,� ��A��� D� N07' U91E F� ��N�T1EZqJ(?'Il'I�N Q�- � �.,..�.,.M�Mx .............x,...,,..,,,,. w� CO BM7 ELEVATION = 298of�6 � N N 742285 E 21 PJ5248 � � FROM BL-162 TO BM7 = N 17°15'�3" E DIST 144027' � � BENCH TIE SET IN POWER POLE � >-Z =_==.=.x====M======�==x=====__________�= DOCUMENTNOTCONSIDEREDFINAL � UNLESS ALL SIGNATURES COMPLETED �Q %OO � -Y � -� = HISTORIC � i � BOUNDARY �I � � � . � HPg e� � NAp 83/ SRS 2007 ° `' � RC Sta. ll +25.64 "Pg � HPg � HPg ., I ' ,p � HPg - HPg � � �B `\' C I II �IR� WA�L NORFOLK SOUTHERN �HPg I I `���z CORPORATION ��HP ' � \ X�,- �X _ _ � � � N� � woo�s coNc � �� DB 208 - PG 545 g�NPe , � , , �,_ ____ X Yl P St +8.85_ rI I I I �-�- � � � - - ---_ i CONC� , BST � P 0 L E A �I � I I I I � HPg � GR - �POT StO.; �OfO�.00 � coN Ex�sT R�w / ��J� � � �I YAN D BASHFORD HEIRS . � EX� �HPe� � � �- J - N � s r �1 �� � � ' � --- soi� '= C�= li I �� I I X DB 7536 - PG 416 P o � �- � �� -� � , � e s r J- -= - -�v� i ��- -� - � I �� � I�, B M 1 8 8 5 - P G 8 2 °' N , �� , . Toi� ��- � �__ _ _ _ _ � - -_ _ _ _ _ �� T �/- - � - - �� � � -Yl - T � to. l2 +03.30 Z � � n � � - - - --- -- _ - - - - - I ~ 0�---- SO/L = _ _ _ c - -_ _ _ _ -�uT�- - - - I a,� PVC SS � \ CURB��: I o I � � 2SBKBUS � , - - - - - - - - 42'BST � `� z 2SBKBUS o � � ~ w WO��S �� - _ T� _ = =f - - N wEsr sT SS " � S��LI � � BEGI 0 T RUCT l0 � �� � � � � � � ��.� �G - � _� ��soi� P o w E R� I w� � � I� w o�o m � o-� � cA o-� 4� �'�'-n"� ��ss _ - - - -W- ��- � / ICA E = f � a / ',' o _ _ _ _ _ _ -L ��� R� � ��{ I ' -Yl - P o f0. l2 /5.00 � u, cnn , i g� y k 2 �c° n v � � ' � ` _ -'-F `' _ _ _ w _ _ - � �'%� � �l P L �., ��e � � ' � � c� � C ��' ., cn �� � � w ��%S�; -`-w- . �?' i ��i � � -- I- � --� �� I � � �` �RAFFIL� \ CB CONC j TATUM FAMILY. LLC '0 �- � � Q� �v� o (b p� W �� \ s��NA� a, cnao �/ KOSTANDINO LLC �� � '' � � - � �. � �- c°� �i� �W � � \ Wi�Ty - � 22 � coNc sTEPs OB 9768 - PG 699 ;< �1 -�`°� � �, � o � � � � �: - � ` -��� � \ � \ \ �� � � �. w m,- � � �� � a � � � � J o � BM3 885 - P G 282 � � � - - � �, � T � � � Re �E A I�I E I '� I' ' � � �I� � � I��_ . � LT � 2.0'C&G �I ��501 Q �U I � � F W/LT --_CQNC ��n� ����X /� / 'D�r- N _ � � � l -_ Ex,sr c� c� c� c� BM 1915 PG 39 � ',I � � R� �1� I I z:� I� I �j I POWER " �_ SY`' '�M � 6" DIP I EXIST RNV N•wEST R�W B�ICK � �:� 0 /SFD :'� WAREHOUSE ISMBUS o rt I srREEr taA�� BM 2010 - PG 006 z• �i ��, ' z Qle 9 I x I BST I METER \ R!W CR-I � �5, �I E�'/.S ��C- �T� � 40'BST �' - '- /��� � l N �� � � _ �, c`"n I �� '� w � ° � � � � I � I J � � �/ � - -�-� B M u - � o � P CO �i � � c7 _ � W � r ,�' � W o GAS TEST 0� I� EXIST R!W _ � - S_ _ o �, BST I � �= ,� \�K COVERED �, o�ooD- �� BEGIN CD STRUCTION I � � 50� RT TRAFFic I c � -_ - w__ �� 30-�&� �oAoiNc AREA o coNc l� � � � � , STATION � � �'� � 6' �, I � � � � n �� �, SIGNAL �, 02 � _ _ ExiST R� � � l X° EiP 'T' DOCK HOTBOX � oD �O � ,�I � � -Y7- POT Sto. ll f76.�� X � � I � �� I �� �� I� 2.0' �&� J �� x o� I W T , =w _- _�_ � � _, � � oo r � , _ _ � � J �� � 36" RCP-IV �, G LJ � � 4 T rv_� SS w -, _ WONc ,__, �\ f �` � c°°�,�'nz � _ �', Y6 C StO. 14+69.62 32 � I I� I I I coNc �� 3� esT s2i o� H �� r oi� -v � soi� 4o P� q S T�� ,� Eoi - _8„ oiP 3 << L� Ex�sr R,w �` l �� ,�'� � I � � REM VE EX � ALL 60' LTSTEPs 70 EX SYST 6 30" & j � �\ i��=� ,, � � �� �, m �� '�� ' REMOVE C's AND EXIST SYSTEM � � II I = � I � m � y � � Ncm RETAI ,,� c�qY __, cH� 8, W/ N �� �� �, ��, � B�yB �yEST, LLC � ��, � z I I� I �I 40 30" CP `� I �g I I I +� 0 N07� DI EDy�IN E FLY'fH J o��T � �-�- � w � iew esT c�� D � � '', �� B E I N S P I L L C U R B DB 11647 - PG 2176 � I I� o I� � w , � , 825 DISTUR� -+ -� �. � G ' w- - o � -3�' ���-\ �I � o o � m �'� ' - Y 6- S T A. I+ 3 3 L T � zI I � N I THE CROSSLAND COMPANY 852 TBDI �0. � o �n 4 2 Bu��D� � i�� D B 3 7 2 6 -�' G a� 8 o Wo �� �� _ ;o ` � � Nu,�� �� -� I + 7 p LT B�M 1885 - PG 8� � � o � � '` D B 2 0 6 4 - P G 1 3 6 I � 2sBKBus W �,-, o� � w o -_ t E,P ,� � S B K B u s � y I � E X I S R r W so�� z s � B M 1 9 7 7 - R G 3 9 3 .� I __ o B �Sm E 4'P� -, / ��'�-, POT Sto. l 4 �8.6 4 - ,� POWER _ I I I� +04 g M 1 9 6 5 - P G 6 9 � � �e q a, �„ �9 `° � � c oN c TBDI sa9 ,� s oi � � � a�.� ►'� I W� �K�r _ c� -, � ��`� -���Y £��T p M E T E R �, + 9 . 7 5 5' L T 5 � . � � i o z ' o �� � 0°� 0° I - , � �, i l� 1 S t O. � � � �. � 0 N 0� �� 9" °� � I I I I E X I S R� W 2SBKBUS o 6� z i� 4 o + o . q q � ti_ E� W� N F '��� �� �- - X �� Ex� �` � 3��C& w��- _ � E 0 1 � _ _ �'. „ N� � qy +35 aRicK 35, 9�, 111 ��1 - + 5 +13.75 0 o B E• L Y N� n I I_ ao � � sr R, � _,_ 0=���} �718 3 ��, �� + bs � �� � 3s� �T ETaiN wa�� ii �i � _ WA�� �' -v ��° e 218g THE, JR o � ��'- �o 00 � � w Ei sS � , Di � � �� � � �� EXIST WW .� � I 842 + 00 C 43,5 LT 36 �, � �b �88 PG 4 N'o "o �� m - O0 �n o - � � Eo� � -_ �� �x� esr TIE PROP 15" RCP-IVO 38 0� 60 �oNcO �o = BI�,� 5 7/ �, ��� c� � �o ` ` esr 50' RT � I A�� � �9) � PG � ��_ , � w�, esr � RALEIGH Eoi ��� �� BE�7�N �•�N�l�l�����' r•, �I- �A`-� INTO EXIST RCBC LV W 7 82 � ►+� �� 3,38' �-`� P� r- � 6'- ` G �� Z -' N �€ �MEN� EIP-R/W \-%� A S TEs o 3 57' 15" � P N �- N- �__ -Y6- POT �(� � coNc sTA ioN � 02 oz REMOVE DI'S AND PLUG RCBC � DO NOT + 8.64 _ `�' ' o� N 89C39 23° E .6 ,� N� 393 Im'v o o ti �, c� �' � w a�0. LLC� z `�� � 3 7„ E , + � _ DISTURB - CON io.93� s� p c� �} � . N oi°53' ���, �_, � F� I 8, 12 �� 8� -Y7- POT Sta. 13+53.4� - �� BUILDING 4 2' R T = � NI' 8 4 4 F�u M� N 3� � 08 5 � a+ 0 ��'� o� �o �o � �`�/� B14 77 - PGI o_ 235J6' ��,� 0•0 ,, 58 T � F G �_ + 5 �� I� � � � -�-ava -„ , ,_��, � w � WOOD � � BMI 85 - 6�' N� �0 /�OT SOIL _� `� '� , 801 �ETQIN � � -}�6- POC StQ. l6+14.V� �� 44.81' RT �� � �° S ALL RE I�I� w/3gw � N i 8��oo� m �� � D E C K B S T �' GR c�N ISBKBUS �� � I' � R �, 0 I � � Q , , m ISBKBUS � � ` LACE I +$ �a6° r I� �CO C ' � � W CONC o \ 5 3. 5 0 F C °" CONCRETE E N coNc m� 30 DISTURB i8 = � _ _ �� � , � - - �.D +75 , IN FLU E FLUME BUILDING PLUG AND P � 3 ��' p� �g ^�,, � �51 u' �r I w � 0= 75 50�4 � coNc y� PC StO. 13+92.98 TBDI `� � 45.08 � z� 49.50' �T �'-`�"'� HARRINGTON STREET oB�7�.2 6' � ��, ,, s o� M I o G I , � SEE NOTE I FILL 18" RCP I + 5 �' � ����� 58' '�� f - -�EMOVE CB AND EXIST SYSTEM � o + 2•98 I 4 61 LT 8" x l2" �! o� �� NOT x�� ACOUISITION RETAIN SYSTEM � 6' LT \��� ��Di �,, 9� � -Y6- PT Sto. �6+8�.�� � ��848 847% 46' RT +92.98 CURB owQ 66' LT4 2SMT�BUSD/STURB �Q WOODS LT PARTNERS LLC +51 `IRJ�Q E���I��, , `L� C `--' `--' ,54' +95 46 LT , _ cv BUILDIIyG � o, CON 52 LT � ��� esT I n�eg6 � 155 RCP IV39 DB 15937 - PG 1043 REIVIOVE EX CI'S & � 2' LT E'�r ���_,`\' � '� ,� 02 /1/ `Z�° 42' 22.9° 0o"3o'ia" w oo�3o'ia" ���$ _ W � o� „ O TI�EL PROPOEXIDSTINN � - DEVELOPEMEIvT NC n� � o `� BM 2015 - PG 435 REPLACE / XIST EXIS �,, ,,` _�, + w LUG FI L��'c& oi� � +40 STONE y�ALL �-� isB�KBus � �� �l- � I�ni � T o 58' RT (Y7) , , 42 LT(�Y6) REM OVE TRENCH - � 38.16� � ANDISBKB s'�. ' x � rn � X y�Z I 47.77 s5o CO., LLC 18" & 18" Qi� "' � EXIST RrW '��` \ � � 0.11 DRAIN AND N°' �� ABANDON , L CURB =,- � 63' LT 8 4 PROP PEDESTRIAN �, DB 11494 - PG 801 Bsr z,�.2o' I- 1 � 1 2" I N T O P R O P ° I m ��? `+° + � ��� � 2 , 4 2' L E X I S T S Y S T E M �` ' 1 2 S Y S T E B S T � o �'ll o B Z B o � � A R D s � - RCP- - a 5s� �T Y6 _ oi � � � � � esr F E N C E oiRECTioN W 2 B M I885 - PG 96 �l �� Cg �� � =�o esr (� / ��,�T+ob ILL C ��T z�, PLUG RC Co +5o M�, II � � ° 0 2SBLKBUS Lv +60�� 835 834 � � I �� - E / / � ��; LT �' � , +64 LT - Z ', '� n 8 � �' � � Io0' BRK ONLY ° . . � A T EXIS 7 1' R T � T B TIE PROP C C N 00°35'28" E � u A R �RAi� = esT E X I S T W W +17 ��� Qom � 2 8' D R \ °Q � o �� � 183.a��� T � N � P I P E �'+ 8 9. 5 8 Y l -- ,� 8 c D I wA� q g. o o� 6� �� s a s° 57�o5° w � Y 6 - 40 LT 4 0 L T T U c� F i e � °o o � '��,, s'o-tt�z5'o8' w, � 5 � N 3 5 � � N r" B0� ° 0 TO EXIS 8 ��L� �- 69, g� 53° E g.0 ` + 0 3 � o � � � a F _, �,,,, esT E,� �i �_OUTLET 8 RT�v�, Q W T � I ° + 2 S r o N E O F B A N K N 4° 3 3, �, 5 p 3� o 2� Q ST EXIST R�W Exisr R i w R�+� iP 20' � �� ``' �� y� ' N �° � w, I � � 3„ w HARRIN�T N � - ' SIDEW � l 8 �p. N c&� S ��� ``��� ,,,� �r p SEE 2 L coNc W �� � � � 23, g�� ' LT 39.31' W AL L 99 59 E , . �� E - , B CB '�, � � �' z.s s 2$o EC T ioN s o�°za�o o� w sq.a3� NCRETE WAL A , 12 � � COo� O I � , °- L 2o.a4� T N E. W � � N 2 pg 08.9 E _ _ - , o� s � � 8°X_�sS \��� + `\"������� �' �� _ � ) = s o2 ----�-- --------------------- 18" RCP � r CU/-� °'o c Z I � � /W . 3' .23 ° o 7' u" W � _ 53. �'� N 10°43'12" E � �.' � R P o �i, F�j,Q � � � x ' BGqzE _ � N 8°42'09" E ST _ - --- - - ., e � '6�1 '� + 9 J ° 6 ��-�N _ _ --- - �N _� _ 30�� 1'+ O n 00 �r , i �, _ _ �,,153.80' l/) 31. , - n� ----- - - - -- -- -- ������ ---- --- ------ - JJ � / _�_-. -� � � - ia R C P v, 2-6" C& G i 2' RCP CB , 24'� �0 11 a s a � o q° RCP N 8 R, E 6• � 9 0� � P N� �- z,�2, � � � � . i ��4SjQE �=��_ \\'� �'�----- - �- + - l'JrfOO � TIE ROPOSED f RETAI IW ,,� 8�6 �R s s � 4� �, cB _- �� o l Ri -Ei �g 2.0� � O w��iAC �N ,+�� Yb DI 10 � WOODS � SYSTEfVI '` o E-- II�°'= RC� ° -C�`s o R�w-M9�ij � �9 a- ± � I 8" CLAY I - "� - � -- � Q D EXIS005 2 . ° • N \ _ _ _ _ _ - I 20 C&G 6 W 3BW q" RCP - ' � �.9„ � CB _ _ 0 XISTING _ Q � LL1G Q�- - ��W � M RiW G CB 836 003 SYST �B � CONC F =` O o N � ��� - sS \_ _ 1� - 7 AL 'CH W/3BW 6 CHL % - --- ` � RE APPROX 63' � ICL -f$ RCP C&G o ` �_ _ _ - C N o ��; � � , �` �e� ¢ so�� I � - -� - f$ _ �- _ N v� -� -,,� - - �5��QEl�IA m ss2 R�w � - _ gK S �- o ai , �r 4.7 � REG AIN O� ANDECIO �NG STO ALL � coNc /.3 846 N /S - -C��IG- -T � Exisr o �'� gU , GP � _ - _6'� �� D12 6„C&G ' MOWER �� L //�PO E $O , / � S ��1ITEM sis �- ��I CITY OF RALEIGH � EXIST3�6 I N o � P�E R P-IV � F � ���S� �'6� � ��-�_, B BST � � REPL�CE EXI CULVERT WITH 2@II x7 RCBC coNc DB 12531 - PG 472 <o MOVE EX CI'S AND � � 12' F DI +�0� �q W ���q� �G N �� coN �sBKBus �, , o � o �� 9, �, � , .o'c � DOCK � esr � o, o N�/ oiAl , � � , ��� PLUG,��ILL ANDON EXIST 18" I BM 2007 - PG 117 >- . �� PLACE W/ CB 845 CB � � _ , 2sFBus 802 & 5 �' T E � • � CB $} , I S��o„ � H,�', T � BST PR STILLING BM 1959 - PG 116 ► 2 ZI 15" RCP-IV O � - � � R I 15" RCP-IV F N� , ___ _ .� 0 NOT +43.3 Y5 � BST,-� DI $`s��� �2.0� �� � +26.8� \`�A O ATION DI O � F C CB -- TAIN EX 18" RCP W000 3�E �&c ,. � PL G A �cB 74' LT I �___- ---- RCP- o � P I8�� m + RETAI N , -� W N ISTURB 1 0 3. 9 0' T isBKBus I I �,coNc;� �`� I E I N F R O M � S - �� � � i o 0 o c FI L �c _I ( I C B 1 8 0' ��� SY ST E M 18" RCP z � �' + , � W �' � � , � � _ � E BEGIN FULLTUA S I / i • W UILDING EXI ST R�W 3 , I 0 F F S I T E `�� � S T M � J�' � 160' � - � RENIOVE CB's AND Q' 5 5' L T 2 6�,-`� D � �� e s r � _ C B o� I='�' r� ( Q/ I � EXIST SYSTEM I - 4'& 5 2' R T C O N V E R T 8 2 7 � � F � ' �! � 8� 0� � �- 8 0 5 /� G IN C U-�V E S�� E D P E D E S T R I A N F E N C E �� � � 5 �P-IV (SE �� � U • E V E E X I S T l N G S I D E W A L K w� N / T � � Y 3 6' L T L T z. o N C B T 0 + 80.11 , � so/L /// ` 57"3q" `l'` � T�� o / F„� �/ T F,¢�S� � B GI N CL I �// � R E T A I � �� D E 0 9 i � � �j � 5 8J5' L T � B S T ~ GRADE TO DRAIN coNc � � Q � � SYSTEM 428 RT� /� 42 RT � BST • � 51 � � 8 4 rn �" � -� � - � � = o F�A� � � / � RCP � D -YI- T � 7 / Q 54' RT � �' 62' \ 812 +10 18" R L • C R � �CB Soi� /�, - �j�, _ �i� J fO. T � � REMOV � � � esr ° � Tj�D�O 42 RT +2 _ � 'P _ i _ Po�E / � � F � I W � F W �1i = ISBKBUS N i8�40'50^ E � �' � +50 � 42 R � � + _ CB ^� o- / LT � •� EXIST STEM N � °� �� ,e40- 62 56 3" RCP _ /_ 5+�9./ . o- W � X N � � °� o +72 Y5 3 � RT .•. 62� SEE NOTE 3 �� � \ 5. 5 LT -�35.98� �� , � � / -� e � ONTRACTOR TO VERIFY � � w N � � Z _ � , � --� 6.90� +36.69 Y6 � � �� � 11= I �� � o �X�ST Si�STEM �N TOP � a � � � I 7 8 L T N 02"49'S3" E E� P S 75°26'S1" E �� 2 S B K B U S , 4 0 3 a" � 8 5. 5 0' L T � -� � O � BST \ N / . ��, c o N c OF DECK A N TIE TO 8 � N 831 � � BST �� � S o4°�'"53" TOR TO � o � +47.49 Yl 54 RT t 5' /�' �\r /+54.04 BST c 5° Rc ��I T� �\ �i � /�/ � esr PROP SYSTE� � I cv -� I I � Z g�.6�� esrNA,� VERIF SYSTEMq 2_ J Nc wq� �_- . 5 0 L +55.50 Yl $ �� C- RETAIN MH 8 1 4 � B � \ 2O"c � oQ� I ��� ' 436 PARTNERS, LLC oNc WA��Z , X m�RA�NACE EASEMENT E 0 811 � 30� \ L DI _� �� C�`�G �' �` � DB 14547 - PG 1604 15" 02 02 W�FENCE O �_ � BM �965 Pc 69 . � ECESSARY EX RCP c�RB � �� EXIS5WW _� � YP �� j� � T I TO EXIST 15 �o\\� ���� II �� ', �� I YP)(TYP) N o2°39 51^ E - - - ❑pl W/LT � �I � . - �_ _8�CLAY a � Y 1 �' / CU CH �/ � �, BM 1965 - PG 69 CURB E,P F I � � �4 uNKNoWN cArE esr i2° cMP �� •' ExIST �. F � �� � SEE DET SHEE�2D-I u� 5z 0.� ' ',��€-��/ � ,w�E , �, �' 12. F --� a6°5a�5a° E- 50.00- ll' S' �,p� PLUG�, FILL9 BANDON ti1AT�`yL�/�lE ��' �.� � c c og' coNc WA����T 60 RCPP�Rr�ii-E�P , Wi� �� I i �y� H�k 2q„ ��q y ss ISEE SHEET 5� e \ LT �' - 12+00 -Y� ST,q /7f�� \. MATCHLINE -Y5 STA rSEE Sh,EET 5� � T RAFFIC SI�NAL NorEs; RADII DIMENSIONS ARE T 0 T HE EDGE OF PAV EMENT l, REMOVE TOP OF EXISTING STONE WALL TO AN ELEVATION APPROXIMATELY l'BELOW UNLESS OTHERWISE NOTED EXISTING PARKIN� LOT. REMOVE TOP OF WALL APPROXIMATELY 22' FROM EXISTIN� RCBC HEADWALL TO BEYOND THE PROPOSED SIDEWALK AND CHAIN LINK FENCE, USE SEE SHEET 28-1 FOR CURVE DATA FLOWABLE FILL BETWEEN EXISTING STONE WALL AND OUTSIDE OF PROPOSED RCBC. SEE SHEET S 2B -2 AND 2B -3 FOR lNT ERSECT lON DET AILS EST l0 CY FLOWABLE FILL SEE SHEET ll FOR -Yl- PROFILE 2, REMOVE EXIST Dl AND INSTALL TB 2Gl ON TOP OF RCBC 3, GRADE LOW AREA AROUND PROPOSED SIGNAL POLE TO DRAIN TO DROP INLET (85/), SEE SHEET l4 FOR -Y5 - PROFILE CONTRACTOR TO ENSURE POSITIVE DRAINAGE AND KEEP ANY WATER FROM BEING SEE SHEET l5 FOR -Y6- AND -Y7- PROFILES TRAPPED ALONG -Yl- AND -Y6-, 4. OUTLET PIPE INTO SIDE oF CULVERT SEE SHEET C-1 THRU C-X FOR CULVERT PLANS -�.- :�. �.: : �.: �. �. I� I i'� -- �- - i -� i��ii I I:-� i�,ll i'� -- II: - �� i'�i :I:-- i'�,II i -- �i'� II - i'�,I�. � :I::: O 5 10 PROI.REFERENCE NO. SHEET N O. . . - -II I I .. III , . .. . .. . il,�l ii.�..�. li 'I, ..- -- . - - ... _ il, .i... .. , .. . .. I I I I i I_il I_I_I_ I I I I I I I I_I_ I I I I I I i I i I I I ] - - - -- - - - � B-512/ / B-53/7 X-24 _ �I I _ irl__ _ II I i ii i I il . � ��I I�I . . . ���I � � ���., . I . . i ��i �I �I ��f - i i i . . ��i i . - i ��i _- i i . . ! . . i . I � � �I� . . I � i i � i i i . . . . . . . . _ _ .. .. . II- .. i .. _ _ i . -- ii- . �il .. . . . . . . .. . _ _ . . .. I __ .._ _ _ . II _ _ I � .. I i i - �� '� II �� ��. .: . . . I �i . i . I �. I I ..i . i II i i _ . I � 1 . . . � li �. i i i ��i i . �i � �'i . . li I i �I - i �'i .. I - �-- I i �"i . ..._, �� i I.i. I ... � I i" i'I . �. i; . . i I �i �_. I I..- I i I I . . . . III. . �I . I� . . . . .I� - - . . � I � I I . I �. II II II . . . . . I� I I I, I I� � L_ . I ��, . . _ . . i I� . . . . . . _ � i . . _I�...I . I� . .i I _ , I I � .!... � I .. '�. .. . ,.,i,,! .. � i . I_ __... .�.I I . I, I. __ I I I ...:_._ i _.I I I I,. I;; I I I.I- .. � I'� II - . . I .i ., . . �''., I� ,,,.. . .,il, . II��- . I , III ,,, .. . ''..�III ' ,i...l ,.."., ' ' '� ,�i. ..., �'� '�.i I � ��I' II �I'��' , �I�. . .�,.� ,� 'li. �.. II, II,.. II, .. I �_ � I I� I I � i -i- --. _.�....� i� I I I _.... I I I I I I I I 1 f i..i .� t i i.... r, __- i I r i.i.. i � �� -- - � i r r__ _ �.... � I _. ,._.. i� � r r_ _ . f ___�'._ _ . �'. _ . I �.L � �_ i _ I . ,__-_ 1�_I 1._ !i . ____ . . . ii li�� i - _L __._Ji 7 _ _ _ �i _ J�..; � I i i ji . i . . � - - _.. . .i �. - - i -��iT.-. . _ I �I . �. - �i ` .. I I �I I I - - I . .�_r� ._ i -.i _ __. �. . .. i _ _�I'i . _- I . -. i I �..� i �. �_ I i '�'�i .. ___ . . .. _.____- ._ ._ ___ ._ .. T i �i �i�� �ii li �i �i' i��i� i� i�� - 1ii i� �� - �i � i � -- _ . .. �.: :_. - -_ I� - I' _-_ �I � -- �_I� �,_. ___ _ _._ _ _ _' _i - � ii � i : _ : i i �i I I �� _L i - � li � i _- � ' II �� r - —�� . � �- - � - .- I i , I �k � i I i I n i I n n I i_i_ n- _: i - - I ii i - ii IIi �- - - —� iI , i ii i- �, r� I i I i ___._ _._ ._ � _ — I i� � - ' i , _____ i _ _ _ _ - i I i — _- - - � - -i - -- i - - - ,2 .�: � __- - I I I'�, I I � � I 'I '�, ; � � � i, �� I I I'�, !, � Ii , .. , .. , I �, � _ - � - - _ � ' ���1 I _: � , ' � � �- �� � I I � - - - i - - - - �- - - �� �� 'i I� - � II li �'I �� II II . I ��I'i III I ��� � - � �- - - - - i I 'I 'i ��I _ �. . , ��. Ili I . 'I I'i li II i. . .. _ I�, I, ��I i i _ . . ��.. I'I II li 'i II � - � - . � I I� �� - li II- ��. I'i �I- il i - . i . 'i �i I, �- . .. �� � . I ii . i i�.��� -� . �i � ii iii i �- i� i-���, i. � i�. iii i.i i .i . i.�i i ii �i �i�iii ii i� i i � ii �.i��i i i ii ��ii .. II i -..�. - _ �i��i i ii�i -__- _ i ��i�� ii i i��i iii . . _ - __- _ _ -_- --- _ _. i iiii i i — li -i i-- ��ii��.--- T- -_- i - . -il i_ii ii ,. i i ', '_iJ_ - __ � __. .. i i - _i i __.- _ _i_ i - - i _- . __ �i_�i i i - i i � , �i, i il i . .-ii .. i ._ � __ _ � . i_. _ � ��, __ .J .. il 'I'I il _-i i .. � ___ . .. �I,-� il ... _ __ ..__- � _ _ .. �__ ._. -.- - _ _ i � .. - �. i I . _._.. I I� , ��� . �.. �i i �, .. � _ .i I I. . _ ,. . .I.., __. _ .I I i �i, - i _. l .. , I �i, . . li I __._. . . �. ii li . . � , � � _.- __I �I_! _-J __ __ .i I . I. _.. � i __.- I �. ii I, ',i_ .. i i i i ii . J' � , ---- ,,, I,, '�, � �,, __ �' t�s � f3 04 �I �i � � � _ t� ST +,,� � � � � � �' �'' I� _- ,; � � ,� � � � � , � I I�i i . �li �i_ �. �. . : - i . . . i - �i i I . . �. �. i - !i I. . . �ir _i li .. . : i �. . . �0p �. . . . . . . � il i i �. �. �. �. i i .^ �. �. i �il . . . � . . . I i i i i i � . { li �--. . I I. . . : . il i i� : I.. i i I�i . . . i i, . . � i � - -'- � i i� �.II�. � . .. ��.i�. . � _ li i i-- - '.il .Q:. ... i ���. il . i . �.i ,... i ...il iil ;.. i .i_ �� � ii i �. i�� .. i� � ---.. - . . - __ . i i I . � . _ i . -. i � �. i . _ � .. .. � I � - �'� �- _ II � ': : I� I�' II : : �i - �� -� . ._ �._�- i I i� . � . � ii. _. . � �: :I � __ iiiil .ii iiii � . _ i i � i li i i_ �.�� I _. I � N M i i , �� II� - i II I lil i I I li i i � i i i i i � i ii i i I . . I . . . �.... . . i . . . � � i.. . . . . . J . - i . . . N . , . 'I , N. � . i. _ .N �.0�. � � � ' _�I i i ._.. . .i_ . : . i . . . I i_. . . i �i. i . . i . . I . . i i � . . �. Q-2 � - � - �-:= i - - - - , �.J� - � Q-- � i �i --� r'' '.� ---- -�i �i �i �� -��'� r -- �i �� i i � -- -- �i �� � �i - �i i � ---- i �i �i �� i -- -- � �i -- �'. �i �.- - -�i �i �i 'i . -- - - ---- i i i -- -i- � �� - ---- I_. - ' ' ', --I� �'� , � - -- �:. - � � � _ .I-I � -----.. ._- � �=i �� -�i �i I �� I � � �i � � ��� �� �- - - iz._�...� - - -I I I-- �, -�� � � . - - I .. . - - --- - - � i _-_ ��, i i i - _I. . �, �� ��, i i_ i i ��, , �. _i ..i, .. I . _ -.-.- . . .� �'� I .�.. . . , . . . . , . . . . i . . . . . . . . . . .. . . . , .,. . . . � � � �� �� . . . I �� �� . � -. - . . �, .{ _.; i ..i . . . .. . _ ., ��.. . . i _ _ .�._._ �_ . �. . , . : . i. j.i . � i i _ . . i, i. j , . . . i i,. � i : . �: i _. _... . ; � - _..— I . I : .. I I . ;� :.: : : i i i i, ; . . . . . ,,, i, i , .._ .. - �'�,. _ ��,�;� , ., I�.. ��I ��III ',� i,:i �I � � . ii�i .... i i�i � '� .. � f i; I � �i i��,:�.� .;f .. '��i ��i � I ,�!i � .. I .:�'� III . ..II li I �li ,.� � � �I..��. III I�!�� tl�i� lii�i �.: i �i Illi �_ ..�. .. lii ii�li. .. I i ��, 1.,. ..� I i� � I � I�i �i� ii. i iili ii � i iillli Ili . � �� .I_ � �i. i, �� i i . ._ _ i . i, I I I � �,li . : :__;-. _ _ . _:-_ _ _.. il __.. _:._ i i il . � i : . . i il i� , . : I . I. Ili I�i �. I _. - 'T�i� -: �I ii �. _ �. : I �. . I . : I I . : . � � I I � � � . : I . : li : : �:_ ' . I I �I �: : _ li li ii III I li I �.li .lil — _— _ -- . � � , ��. _ �_ __ _I '_'..-- — - � � � - -- � -.. I-.-. � i i i �i, � i : : J_ i i-�.. - � _i_ �i i iJ .. i i . _ _i_II ' i i ___ __ i _ I li i - '. _-. ' _ �'-- - i �� _ --_ -_��i i .� �, � i_i-i - _ - __ i .i �. .� i _�i. ��. _ i-i,J, i i i i i-i,J, �-_, - _ . __ _� -� �-�ri '. - - -_ - _ _ �. ��'.-�rIT - -- �i� ��. - -� � . ._-- .-�i� -T �rr: �T �. - _ - � ,,, _ _ �_.�.i. - _ - - - - _ - __ __ - _ - - _- - - - - _ - _ - - - _ - - - _ - _ _ - � � i- - _ _ - - - _ i .__. i i i . n. , i i i. . . . �. . . .i 'i. i . � __fil -i. i i_i_ . i �, �, i. i. I i — _ i_ i _ i i .in..- i i �i. 'i i � i ii �i .i �'i I i - Ji �_ !i �I � i �.- _ _� �i i � �i — _ _ I ! I j - - i. I I i I I i I i. i - I I I I I i. i -- I I� I I I � i _ _ __ __ i, i. �i. 'i .i .i . . . . i I I.�. . . � � , ./. . . -. _ I I - _ i .i . .. . . . . � . . . . - . .. _. . ...._ . . . . . . . . � . � . . �. �I . . 'i ' 'i ' ..__ __ li__ . I ' i _ . ' . , 'i _. I i I i i ' II, I, I -I, I. �II � I I,i, II� _ I,I, �II _.II I I I- -I II � .i-..... I I. �i.�l .I_ I. . �._ ... .. I � I �. .. � I�,i. . .. I �.. . .. .. .. .. I . ��I I �I � II �I . .I . .. I ..III ... . .. .�I I�i�i� . .. iii - _ __.II �I�i �.III .. . �I,li .. I li .. ��.�.II .. I .i I ji . lii I ii : i:. i - Ilii. -. i ii�l: .. . . .. �, .� . . i :� . . . 'il. ..III , . I . I ,,, . I.. Ili . ' I� � III I II I i i I ' ! ' ' I ' _� ' , � - ----.:. ! 1—_._.. �-- __ . i .�_ I _ ! . i i i i i . .. _....__._ . ._ i r i i..'. i...li � . . �. r i i... ._:._. �J �...� r ___. _ I_ . _. -- . ,. �'� �I �... �....... �......... � � �. i._.. .... . ----... ..._ � .. -- -. � __ i_ �� i - i_, . ! : ..... �._. ... � �._ _. �. � ��: ._-i _ i�_ �. : . ''i _ i - . I li� I .i i �. : �. _ �. �. �. �..i '�..� � �I _�i _ _:L. �i i �i_ _ �I li I . : i i i �i �i I� �i. . _� _. �i ...__ i_ � ._ � I . .. , . .. i � i i ' : �: : II _� � � I I I � ill� I _ _ I , I I I � r �I �III, � II' I,II � il -- � �i � � � ', - ; 'I 'I - ' 'I _ - --- ��, --- �� � � � � '� � � '� � ' --- - '� � - '. ' ----- ' ' ; ,, � --- � j F � I� '�� -- , , ----- -i � ---- I � � : �� � � i ;- - � i- �_ � I � �� -- - - II _ � �I r ; �;� I' ; '� ' � ',��;� _� ;,, 49+, 0.�00 �,�, ,�r -i ��� ; - �II �����I �,�_ �i ��i��� � ; �;� ',, ','; = I'�, _ ;_ � ---, � �, I ,, � ----, - ,, _ __ --�-; ;- - -- - -� --- � � �-� - - --- � -- - --- , . _ i ; , , , , _ � � ;� __ � � _ � i�, - i, , � � � ',, ;, , - - = i r = _ _ ; �_+ __,- _ _ _ - i , ; _ .. �- . � ....... ..�. . :_.i il�. . . � �� ..: i�, .. ��. ��� �--� . .. ii :: i i'�, iii �i i��� ..i.:�.�:-�. ��� ::� --- --� li _ - '� :� -� . li �. ... � . . � �; �i � I i . i . . li ' I ; ',, . I_: _ . '',, ._', '. - I i .: _ .I '.. . , ._�_ �', '' �, :.. .- _. '�,. i i -.-- !_ . _I_ - � - _i i i . . . . . �� J{ :. I I� i I_�. _ i, �_�_ _'. __. i i. I .. -.' � ,--- - -- � i i :..- .. ...I I -:__ -- ' ---_ _.:_ -..:_ i . ..��� 'I i i i I I i I . . � III�I'i.. _._ii __ .I .. .!i II-I i�.- �� �ill. �... i� ii�i i ,. .. ii� �� ililii i i �.i. ..: i ..ii .lili I ii i I i lil�i .i_ _ i.. . :.ii ii'i. �...r .. '.i�i li . ii �ii. i ���ii iii i i�i � i i i i� � ii iii i�i i� i i i i �i�i� i iii i�. � i ii ii�ii ii ��i�� � ii . . i �i iiii � i i �.i. .i 'i'i.i�..- __-__- _ i 'i��i�i ii i .-. _ _ �.iii . i'iii . -_- �i��i'ii i i ii iii 'i� _. li . . . _i_li �_i i . . . . .__ . . . 'i . .__ _'i_. . i _�_� _- � .� _ �_ _ .� . .' _ __.' i . _ _- � i i � . . . . 'i i I . . . i '_-_. _ _i ' ' . . . . .._ _ ___ . . . . - i ._.___ .,-ii. i i . _ ._ i ii i i i. ii i . . I� I� I'�. �� I__- _ . -i i--. . . i .' ,i - . . �i . I_ I I_.li ��i . . —i i_�i-i-_ . . . ._I 1 �i . . , I . . - � . . _ _- i . I I , . : . _ _ ; i . _.- T : , , I I I i ',, . . _. I. . . . I li � _ .i i . . . I .T �I i �. . . . I I I� . . . . . _ . . i ___._ . . . �. ii li �. . . , �i, I li : . ... _... .. __ -.. . . I. . .. __. I . . I i i ... I II I - li �. I I� i . , I li �i . J -. �. I I I . . � I : . . I I , �I . � �. . I I . . .. .� . II .. i'. .. .�. �. .�. li i�' .. �� II . �!�I :�. li� ::I �.I �il . . ii,�i ilii. i i �i. il .. i ��, I i ��. .. �iii ��i i .. i i i i i � .. � I � . . . � �i �i . . i.i . . .. i .. i i i i .. . �i ..:�i : �. . . il! I II . �III� .. I I i .�.i I�ii. . . . .. .. .i��. . ..Ii . ��'ill� i.:_- .I'I I'li . ... . :�.II �i .-_ � I :�.�. il ��i �. I �I�i_ i�i�. i.l'i. il ' .. �I I ._:__ !__ I. :_... ! . . i . '., �, I, . ,_�. . i i . . . . - i I .i � II_. _ i �� I . _�..II. . I I I. � . �. ii - _ ./ _ . I� . '.i I . __ _ . I _,_ �� i IIIII II II iil i � lii � i_ -'r li _ lil il � 1'''' �. T i I i : i-�- -� i � � i-� - �-,-- �� �, I� � _� - -- --- � �� -�- ----- -- '_'__ �� � � � �-' -- ---- ' �� � ��� �---- � �-- --- -� � � � � � � � �� ---- -�� � � � � �, � � �, __- � � � � � -- _ - _- _ - _� � -__ -_ -�� �- �� � �� � � � � � �� �� � � � � � �� , � _ � � � � � � �� � ��� � ��� �� �� � � ��� �� �� � � �� �, ,� � � � � -� � �� -- -� �� � -- ' '-'� '- 'i 'i '-' -- -- 'i - — - - -------- - - - - -- --- I I I --- ---- --- - ------ � � � ; - �-�, _ -- ; � _ __ _ i --II � _ �� -- ��I � _ I I� il ' I I-I-H �I __ IH - II � _ I ;- li' I I- I-I� III I I! �i, ', I ; ' �I� ' - _ �, i �I _ �'. ', . I ' � _ - -- � _ I I � I I r� _- ,, �I �_ I_ I ', . . . . . . I li �. � I I i I � �I I : : I i � , �, � r;�l I li i �i �i i ..�. � �. . I i�� II : �. M I� �i �. �� i . . �� . . I il : . ../li I !i I �. : li �i �� - �I �I i li � . IIII i i i � �i il i �ii,i . i,i� ��.i�.- �I :I:_ i �il�. �. �. : i : : I : li li I ii �. li_�. _ i �i �I �. . li li I �.''�+�'. �I �i I � I I II II i '. . .,. . ii !li �I I • �. �I �i �. i I� I . : : . li �I I I ii �� . ii � � I I � . � . - . I_ � � ,� � i : . I � - _- I - - �.. III'- - L;._ - i i i i � � �II II � i I : � i i I_ II ii �� � I i� II i-- � II i- � � II i _ ` IIIII � I _ _, i i - i i � _ „ i i � i i i i i i i i i -- I i�_�. - _ i. i --- I � --- --- - - - _-- _ � - �-- � �', - � - --- - - --- �, �� - � - - - �r ' ' ,.. �.� �-�i ' -- �i i �� i �. i i �I. i_ ' i i i �� �� _ - �' �' -- . ._. . _ . � -- J i � ,,.� i � i I �� I�� _t. _ ��� - � �I . ---� '�. i i i i i --- � ��� i i �i ��i.-._- — �� i - =��.�-� .� �. � _�.�. .�. -__ i i i i i i ii _. i i i. I I - � i�� -i ii � . �_ _ . .i _ .. .. . -�- i��i - i . .. . . .. _. .. . i i .. . _ i . __i . .. �'� - - �',� . .. ._: . .�� �� ii ii i.! .i... .I _�� .. _ ... .. I. ii_ _ i. .. ..i_ � _ i� .. li � ... � _. _ � � ��I . . � _ _ . i, i i i i . . _. _ � i �i I �� �I . . i �� �� � �, - I �� ��; - _ �� ::- i �I . i. _. I. . � �� '� I� . . - ..-., i . �. II �i � �.. ��i, -I, I.��.-I... I ... I i�i. .. I I,i �. .�. �. I,il�l�, I ..II I I,i . lil .�... II,I, II i I:� ii,l,: . � il,l,: . i:-. . ,,..i...: i ... i i��,.. .� ...�� �.IIIIII . ..: I,�,� ..i..�',� II . I.�. ,. 1. .. ,, : I' ili, : �,�j i. _ __ ._ _ ' i..i -_ __-_ _ r i r...�- ___ i..'i _ li I� r i i __� I-I� 'rr 1 f_' _' - II r I_ i rn i..: II _.- n��-�-. __ I I I I _L_ � ._ � � - � i i -- � I� I. I � ----- - --' II I_ r _ ,_ I.. ��� , �_ -- � -- � � � � _ ___ _. � � � . . _ . . . . i I . _ _� , . I . . . i� I I i . . I _. i _ I i I .. I i i .i�i !i .il . _ II i 'I . . j I . . . . I �I �I �'�i �!i . . I- � I .i� II . ,- . . i I ... . I . . I I II � . . ,�I.. _ I .. . . il � �ii �i �II . �i.i . . . �Illi . . . . �,, ..i � ii�. .. .i - - . �. _ li �li . i ii'i �i'i �i�ii 'ii ii i ii �ii ii i �i i'i - _ - _ - _- - - _ - - _- _I�i�i ' �Li- - _ _ - L - _- _I�i�L __ _ ��iJ __ _ _ _ - - i i - - __ i ii - — i i i - _ �i.i i�i - i i �iJi �.ii -- ii ii i �i �.ii '�,i i'�.i �i.i'�, - i ��i�. i,. i !'.��. i��, - . __- - - - _ - - . - - _ '� �i.- _r _--_ 'iT� i� - i i � �� '�, i � i '', i , . . ��, �i., '� � 'i .i _ - _i i i _i i - _- _- - _'i i �i � 'i 'i , i �i. i i i - �i i i i ��, i -- i i i -- - i . ii _ ' _ . li I_ _ _ _ - . _ ini . .- . '. - - - . I li �'i . . . I I I . �. I I '. I I I ..-_ _ _ f. I _ _- _ _ _ _ _ _ _ _ �I . . .1.. � _ _� .. I I I I li ��,_ . �. 1- . I! li. ,I , �I I II i j ll I'� �� I i II II ii � _ � � II I� , „ , � � � � _ � � _ _ _ _ � _- I � _- i__ ' _� � II � i ' � - i=_ _ ____ � _ li , _ __ � i li �i li i li �_- I I i li li I _ �� �_ 11 I i I �� ' -!,i I � I I� I �- � � �- , �� � II I� I� I�I I��� � - � ��� � � �I �� i - -�� i� , :: - � I � I� �-� - i�I � �- � � � I I i � -, I I� �' I --i _ li i � I I Ii, _ � � � �� ' � ', � � ��� �, � � �� ��� �� � �� �� � � �� �� � �� ��� � � � �� � � � �� �� ��� � ���� � � ',------- � � �� � — — __ — - - -- � - -- - - - ' -I ' � ' � '� '-�- ----___ � �, . - � � � � � - - , �, . - ', --I ' --- - �_ � � � � �� -�� _ _ _ ' '' _- �� � _- --I ' '� ' - - ' __� ' � ', - -' ' -' ', � ' - ' � � l i { I I I -'- �I I �I � „ i II �.�j i .. .. . ._ i....:i . j ��, .. ._ �,��., �i .. . III�I . i _ i,� i ..-.��.J� - - .. :�.il ... i,l,. .i._ I.i� i,�.. .. :�.II iii,:. .:�.� I� i._. i�, : . I�::i. _��._ .. :� ii iii�:. lill.. . i �i. �i .� iliii �._ .'.� i. i.::i .iii.i .... i ��. I .�.. . �iii ..: .i�i�� . II- i ��� ::-. '- - - - � i '�i�i �i -i::-- i I __� _ ii i��.iii. . � !:__ {_ ��I''i . i .�i lii. _ . i i'.i�i. ii ._. � i li lil i- � i I I� i I I I '�. I i i I .. . .. .. . _I. .. . . I, I �.i, ., I _ _ 'I I . - . I I i f - . . I . i_ _: � .- � I �i �i I i -. ..- I �i . _. _. .� ' II I �. . I . � . . i I � � I . . i _ _ I � I 'I : I i II . . . II. ...i i ___ I . . .... .i i - ' i _ .. - � . �... . I I I _-_ ' . _i._i.__i i . . .. �.... ... i i .. i.... . �.__ . �. ..i_ �_�_. ... i..... �� T . i....___ i I � .�. 1_ I � _�-- -i._. - i i ,_ _ ..... 'i I _ I . . �- . _ I I I �. �. .. �- _ _ �. . I I ��. II �. .i �.� I I � _ I �' � I �. _ L . I I I II I _ . I q.�, .. ���. � . . ..�' .. I I�.. . . I .. . ij.. .,.�, .. . I _ _ _ ., ... I/'�{" ��. '.� � ��_� - -. I �.�- . . I II . I, I, .,, . . -_ _. '�,, I.� I., . . ..__ ._ ', . . . .,, . . I ', I . . . i _�.� . .� . I . I v �- i _ lii ii� l i_ i ii _ iii � li i . i i li � i ii i�i ,'i � _ II : _ _ ---, I �I I'I - , � ' _ � - -- -- � � ��-----___� ��� �--- � � � ���� --- �� ��� ���---- ��� --��----- --,-� � � ��� �� � � �� �-- � � � ��-- -� � � � ,� �,�-- �� �� __ '-�'_�'� �'� _�' � �'� � '� � _ __ � _. : _-_� I' __ -I'� I'� � � ' � __� _- ' � -�' -- ' - -- ' � -- � - _ � '� � � � '_ ' ', ' ' ___ _ ' ' � '_ __ � � � '� '� =_�_ _'� '� ' ' —1 '� -_- �, �,_ �,- ' - _ _� '� '� '� _ � --__ � . �, �, �, - �- � � � ' _' ' _' ', ' , ' '_ �-� � � '� --T I I II I; � T II I �-- II I � �� � I- � � � II � II I �I; I II � � i , i i ' , i ii ii � i i_ i ' 'I _ -�- I� I � _ �I�I� III ' �i i�i I �II •I� � � ��I � 'II I ' ,, . , ; �I � � � �' II .._i �i i'-:i .ii'I ��._�. I��i-1 i �� �I,I, .i�. � lii' 'i �.�. ��I �.I I .. �i�i ��i !��i. �i�..!ili. ..i�.. li li� -�� � ��� � �I III i � _�� III1I .�_ I_I II I � � I� ��! . . ... �i�ill .. .. II �.. .. . . �. _ Ili i . . : I II �� I �. II �..� I � _Ji li . .,- - . - . - :.,, ,` y� - I� ' i :_ � � � ,�• :,- : � I\ . �I il i� . . . � I 'li . i : : � I _ �i Ili . .-i, �I : �. ' . . . . . . i . . i �i � i . . . :. i i i _ i �_ i i '. . . . •, . . i,. i i . . . . . . I . ��. . . . i . . . �. �. i : . . . -' ' . . ._ 1ii .- - - � � ii . . . i . . i ,. i _ . i _ �. � i i I . , '. i, i�.. I lii�l Ilill II I ���r I II i_ ii,i,: �.,-'� �� : �, ii �,�, ,�,i � i�., : i,'��. � i ���� '�� i ii�. ',��,��, i�.'.� - lil i_, � - �.. : ��., i� � � � , i i. �i �i i ��,, ��� i i .r: � i i i ,, � � i� '��' ' i r: � i � _ - . - I i __-_ _- __ r .: _ __ - - - -_ - _i r _ _ - __ -r.. _ - _ _- _ . _- -_ - . i I�-i._ �i __ �.-- li i i i � i __- i i -r� _ -_ . . . . . , . . 'r - . �i i � -- - -i-i--� i i � � i . , _ �..� -__ _� .�i. i i i � -�, i �-�i i �-� ��.-�. i T . -- - -i � i i i i i � -r� . -- i-� � Ti . _- - � ---- ',-�. �.- -� i i -i � -- _ --� _-- _ _ �i i � ��. �� _ _._ i� �i, . .. . - - �-- �. . . . __ _ _ _ � i �� . . i i � i . . i . . . i i i . . � . ' . -- � -- -- _ . . . I � I ._!i. i � _i i, . i_ i _. I ! I ! I i i ._� ._. . . . � _ . . . . . _. _ . . . . . . . . . ��, _ i . __ . . �_. - � ��� ��� - � - -_. I .. !---- � - . . . . .._. i ��, . . ii i . I i . � _. I �� i . .!._ i i _ __ _ _ . - � � � �. , � ��. I'� ��; , _ j - - : ��. I� � : : ' ��� . ; . . . . . :.�_��------ � � . � ��. - ' ��� � -----. .. - ,. ii �.�. .::I:..�: I �.. .,.i .. I i. i '..li . i,..,: . .. . .. li . . ,II . ..�� I'� II ... ,,�. .... � i,,iil li .I, I,,. � :: �! .... I�i .. i i. i, i II i � i�i . . .. i� i il li �..II . . I��li i I il I i�,� � II i��� Illi �. . . .� i . .. .. . , I ,. ,,, ��� ��I ', . , �. .'' , ,, .. II..,� . . I ii I .. . . . .. '',� .� ,� .. '� .. � .. .._ �_ .: _ _ ......... ... .. . _... .: . _ .. ..I ._. __ _ �_ . :J . . II_. _ . �� i .: . :_ _ _ . I .: + O�. �O �_ �. I� li I II-_ � _ - _ I. _i r __��i_ - — Ji -_ _ i : : :7. i .- - i = __�i. _ !I _ . . . . -- - -�- - � il -- � _ -._ : i i _ � __ : - _ li i � � � i � i _ _ - _ - -_--- _ _ _ ' � - i , 49 . 0 � � __ � _i � -- - -- --I -- - - --- -i ��� � _- - - -- — _ - - - — --��I - I I � �� � � � � _ _ _ , � __ - -- � � - - _ _� � , � � � I �. � - � � -- - - � _ �' � ___ � _ _� --- -- --J - L - ----- � � � � � ___-___ ' _ �: - -- -- , , - � -__ _-_I� .--- � � � ��� --- ' -- --; --- � � r � � � � � � � �,_ � � � � � � � � � -- � � -- -- - � - ---� � � ---- - , � � � -- -- - --- — � � � -, - - - � __- - - -' - -- , � , � � ', ', - -� - � � �I i � � � �_ � � � i � �I � � " � � � I _ I - �I I �' � � � �I�� �I� �� � }I �, il III � ' � ; � � a ,� � 5 a ,� 2 �, i � � I'I z �. a 5 �,, � �ils , � i q�',' . i i�� b� r o, I I �: o i � o i o i I i o i '�' ,� � � d I'� I ��,I -�.- :�. �.: : �.: �. �. I� I i'� -- �- - iII -� i��ii I I:-� i�,ll i'� -- II: - �� i�'�i� :I:-- i'�,II i -- �i'� II - i'�,I�. � :I::: O 5 10 PROI.REFERENCE NO. SHEET N O. . . - I i _ I __ lil I I I� _. ._. -- �T _' - I i �.... I Ili �li ._ - � I -_ I II I __ �i i _ _ i i ' . i �. .. .. � �I . .I �li�i�i .�. . �ii � I��� . .. . .. � � . .. II � '... I , .. „ .II. . � . � ! ! � 8-5/2l / B-53/7 X-50 � , " i i li , I _- ' ii -- II I i ii i I i � i-I ii��i� � - i� i�- i -- i i il i--_ I � - I- i-- i� - li il I� i I. ii _. .i . IIIIIII �. : il�ii . _ _ : ilil . i.l- : i :. _ _ i � : - i- . i :�. . . . . . . .. . . _ _ . . .. I __ .._ _ _ . I _ _ I i .. I� ,I , _ I , ; � , I , II �I I '- i II'� '�'' ''II �I I � __ ''� ' __, �� ' i II �'I ! I I ' _ ��_ I'� 'II . . II. . I . i, . . . I I _i �. . . i . . i,..l .I i, . 'I. �. I II II . . . . . i, I� I i i i, � C i i I . . : i_ _ : �. I � . . i, i i, . . . . . , _ ' i . . i � - .!... �i .. '�. .. ,�,,! .. , - -�: ,��,, i.:_ i ii ...:--i _.I ii,i,. i;; il I :I-.. � ����i- . . I .� , . . '�., i�� ',�.. i . ,il, . I��- . i , Ili ,, .. . IIII . , i ,,,.. . . ��.� �� ���. .., ,.� ��.� i � II� II ����'.�� .. �I�, : .,.� ., ���i. �.. ii, li,l: I�, :. _....: : I ...�_ ..: �I I� II II .: .: ..i.. .......-r --. _.�....r. .. .. i..�i .... � I I I ...: . . ._...... . � I I ....: II _.. . � I �� � I I �. �. : . I . . 1 f i..I ..� r i �.... i_.i _ _- �. I I r i..i..... i ...� � �� � � -- - - � � i r r.. _ _ .._ i ..... � � ..... ._. ,._.. i � i r r.. _ _ _.... - - . f ___�'._ _ . �'. _ . I �.L � �_ i _ I . ,__-_ 1�_I 1._ !i . ____ . . . ii li�� i - _L __._Ji 7 _ _ _ �i _ J�..; � I i i ji . i . . � - - _.. . .i �. - - i -��iT.-. . _ I �I . �. - �i ` .. I I �I I I - - I . .�_r� ._ i -.i _ __. �. . .. i _ _�I'i . _- I . -. i I �..� i �. �_ I i '�'�i .. ___ . . .. _.____- ._ ._ ___ ._ .. T i �i �i�� �ii li �i �i' i��i� i� i�� i i� �� - �i � i � -- _ . .. �.: :_. - -_ I� - I' _-_ I � -- �_I� �,_. ___ _ _._ _ _ _ 1i _ . � ii � i _ - ii � i' _- :: _ i- I i - ' r � I-- I�_ F - I i I �k � i I i I � � - i i i i II � � � - -'n- i i, : I: n I i_ �i_ n-- -- i I i i i - i i _I r r--- - --� �i I , r i- i i i i � r� I I �i �I I ii -` --- — _.__._ _._.. I_ _ ___. __ __._: -.._. _ __. __ _ _ ._: _ - _ _- _ _ _ . i ii i� i i I� I I I'�, I I, �,, I i, ' I I �,,' ,, I �,, '� �� I �, I �, ��, �, �, � � . . . . �:_._ ___� �.. _. ._ i �. - � �. _ � .� � ��I� II _. ._ _ � � � I� I . : :--- li i I �_ � i i�. �I-. - 'r i i i i - � Ir I i - �-_ .� �._ I' ��I - _ i '- � � il 'i�ii i I il ' IIII . i"illl �� i Ili .i. . . .�.IIIII .Ili II ii lii i_ . .�..IIII iil-� �� II -- II '. �i ��i -.i. iii_. .. Il�i ... � ii . i i�ii i�ii �i ��i�iii ii ii ��i'� � ii '.i��i i . ii ��ii �i � ii iii i i. i�:� i �.i. . i'. iii i �. �� �i i �i � . - iiiiT �i i i �i��i i ii��ii '. -__- _ i 'i��i�i ii i i��i iii . . . i �, - i i �i C. i i i _ u_ . _ -i, i i '..__-- � �_�_�' _�' �. .._ _- i i _ ._ _-iJ �'_ _ _. . _i i ; �� ,_ __ _i- .. i _ i.i _ i_i.i i- . _ . i i_ii . . . . . � i �:.-: . . - :I � . _- .. .. � �.-: - � ..i.� . _ -�_i i =-- � ��,_ii ir i __ i i ii. �i �i �. -. : � :::_: . -. �. �. �i �I - �. I�.-- � ---` -- --- - �i .- --� -- -__ :.-__ .-_�-_-_. i _::-_ .. . i I : : : i_ � CC :: : i i i i i : . . _. . . . - '-'i 'I :,= I � � �I I � I II I I �� I� !� I H! I ! I � �� � � , �� _-' ' -- _, , , ; ; '�' ', I I �I, I � .O D��� __ - � � ��� �_ � �� ,��, I'� � �',I� � �,I ,I �, � '�,�I�I '� , 0. 40 ��� �� � � ��� � II �� � �.; I I' � I�� � �, - �_ � � � �- �� � � , ', �� , � , � _ I� , _ _ ' ' '- - ' - '� � '� �- � I '� '� '� I I '� �_ � �� �� I I --- � ,!I � '�li�I � � � ��i i��� � �� - I � '_- - - �II�I� �� � I�ii '� II i I �i � _ �I��I I__ _ _ i � i�� �i � I �� '� i ii i�'� � . . . . . . . . . . . i . . . I II � . . . . . . _ i -- .., �. .- . I �� �. i il il . . . . . . �. . I� II i . . . . . . i . . ��. . . i .. _ .. i �i. - . . - . ' . i . . . I i_. . . i �i. i � li . I . . i.. �--- - -�- - _.�_ -�-�- I �--- -�- . �. � -- - --- --- � - ---- - -- --. .- - - - I .. 'i - .. . - -�-�-- -- - ' --- -- �- - � -- ---- I� - �-- -- --- - �- i i. i_. �i �� i i . i �i i � �i �� . i ' . � �� - - iii -_- �ii - _- - _. ._- - _ ii -- - ------ 'I ��, ��, . .. . �I �i -i �ii -�.-i �i . .- . , . . ii._ i _ �... �., i I � ii - . - - I __ �I�..�. i _ ii i � � �, � � '� '� � I , �-I I!, ___ I I I- I , t � � , � � I-� � - - ��� I� I - ,, , - _'_ ,_�_�_ � �� �� �� � _F _, I� �� �� I i;': I, I � ,I ,.. �� �, � ; � ':: �', ;: I `;- i, j I � , �� , I � I �I � �r; .. ,� �; �� �-��� �� �� I�� �� � I �� � I ����� �� � � �� ���� � � I �����I I �� �� I I� � I I� �� �� �� I� ��I�� j I- � 'I I � j � I I _ � '- r = _'I I, ', ' _ i II i : I '� � ' � : _ i I '� i - -i : j ' . _�- ' - � _ ��� II II II II --I i I _. I �: -- - -, li -� � --� � -- ' ' ' � � --I � ---- ', ; !,- -'- ' � � � � � ----- , : , -- -- -- - - -- --- -. _ I � �' � ���' � �� � � �� �� � �� � � �' � ------ , ---- -- - - --- - . . '= ' '-! - - � � i � , . ,, I I : r I . �� � �,_�. '� ' ;..-��.. ' �' �.ri.= _ � I I I - r . I, � T I I I �� �rr: I I - , - — - _ - I I '�, I I I. I I� ., _ -- - . I.--- _ _- _ I . -- - - -- . nT _ _- _ - - _ - -I . . _ _- - - -- — IT _ —_ - _ r - —_ � ,,. _ �- - - _� _ II. _ I I _ .I I I,III I I I, li I—! II II. II [ I _I_ �. II �.I _ ___ __ _ ___ 'i ��.. _ ___ _ _ _ __ _ I. I i i 1.. I I ,.ri. . . . = i �i , ��I I. � �II. �I �i �i � i I I I - - - I I _ —_ - _ �,-_ _ _ _ _— . —i.-I I. I.-- - — - _ . . —_ .- - -. - -- - - — - _ . . - . - - --.. I. -. I -' ' I. - - ' I I I '- - -I I - - 111 I I I. I_I. _ I � I I �. I I � I 1 �. - - - �I. I I I. I I. I I I I I I I . i I I. i I I- I�.__.. .� � .� �. .� ..�_. .- ._.. -_.. ._. ._I . .T� ,_. _. . I._. .1, I_. i _..- I. . i j.� . . . . i . . . . I _. - —1 - . _ _ i . . . . �, j . . i i . . . _ ',. �. - � I I 'I II I �II I I I �I� I II ' ._ .; . . . Il�i �. .. _ _ i�i� _ _ __ . .;. .. I �. I li .. I �.. I...__ __ ._ I � . 'illi . . .[ 'i�l. .. I .. lii i .i I � i i �I . .. :.I ilill . . ii:i : II ��I��i ��.III I��il .. ��I I I�.: lili I,��i . ��.�.II . li��l ..I�...�. I . ili I : -.�.II il,l: . :I:. il -.i i iii. -. i i�li : iil .. , l;� . '�, I'I �,...i . .�il . �. li� ,,., .� I ,,.�I ��III � �.�III � ..i..'. I .,,'�, . III I.�. ..I II ..�.... I� I �I� �,i. ..II ,',,. ��.I II .�.. I , I ',i. ,,i . I,i,l�.. � �I. I. i.. r ,_�� .:..: ....i... _ ......-r -. �._.r .. . i...i :.... ._ .__._ _ ....i ... i i.. _ _ -I-r r..i .�:.... . I f . ._ .. __ i � r i i..... ---_. _ _ . :.... 1 [ 1 . .. i....._. .. .._. I I � r r_... ...... .��--- r I _: . '�. _ �.. i..... . _:.. i i � +-rr� - - -- - � -- 2 � -- ��- -- � � i i� i �I __ ,,I ,I , --�-- ' " '- i � i i � i i � - �- , � i _ r � I r �I _ � � _ � �- , I ili� I � � i � �� ��,,i�� _ I� �' �� I, � � _-+r � _�- II III r - �I ;I' I - II: I� il� �I lil -' -- � - ; , , , � � � � � - ---_- -- --- --- - � � � - ------- ' '_'- ' --- -' ' = --- '--- --� - -' �------ �-'- ' _ ' ' _ _� � � ', � , , � � __ �, � -� - I'� � i ii� _ i I Ii�f i ii � �I�i �I�� I�i_ ii Ii � ii - �:: �II� _ �I I � � iii ii iir� iI 0 iii 0.�0 ii iii I ii i_ - lili 'i�I n� i� �ili�i i � �ir ii i� Ii i_ ._ - - - - -- - - . � �---i --- -i-r.' � i �- I i � � ___ i .r- -- � I----- - I- i. i i-..: . i_ _ ' i I � , ,�, - II� ,, ',I-- _ -� -I ,I ��� �� - -I � __ - , _ � , _ � � � i il� � �I �r :�: I i�� � �� ��� __ I� � ��� I i�� ��� � �i I , ; _ �i �� --- � �I i _ il'� � -� I� � � ��I � � i. i - i i _.__ _i - _ I� �. i I_{{ .�. Ilii . I�_-.._ . � i,'�_ _'._. � li,� liii -_.� �i�. � li. .I �Q ..:._ ...I� _ _ -- - : ..j 'I ii i li i :�. II� ,i. . __._i i I -' I I-I i. �i i�"i I. � i� i i'i i , .. i i� . . I I I �.. , I.�. �: �. II II� , I li ..._ _: I�I� i i �_:___ i �: I li __-_ _.:_ -.__ I�i I'i I . i_ _ i.. . :. i i i i I- I I�i �. i i i� i i i. i . .. . . . . �.-. .- �i iiii � i i .i. .� .. - .�.. .-- _: _ i,_�. i i ii �9 �. i_ �i__: . iiiii i�. i . �� � � . -- : _ �. �i i� �.�i, ��� i i �i ._. �. i ii ii _�i_��i �ii �i --- --- �i_ _ i i i i-'���.- . - .-�� �� - � - ` .._ _� �� � I�� � . _.- I� I _ _. --�i �il �.. i ii. _ �. .-i �i-- ; i ., ��, - -ii �i �i i �i_��. � - �i � i_��-i- i ii �- . � i � I. : �. : :.: � .i i �. . �I. i. _ 'T _ �i i �. . . . �. I �. - I I I� I : � � ; : : � . � '�� '. - � ��. �. , � �. i - ; : ... _. I. i �j �, .. __T . . I . .. �. : � I : , . . i I , 'i, : i : : i i i i ii : I j. .: . . I il I _. �I .lii i.. i �i i i i I i i � �. I I i ,.. ,.. . .. .I ., II .. .... . i'. . . . . II �.�. i � ii i �� ili ..j ,ili �il � � i� �i �I�I� i i �i. .. . .. .. . . .. I . . ���i .�:.. Ili �i .:�i . . .�I �il .i!i. .. . .. .. .. . .. . . .. .. i .. . I�ii . . �i .. . .. i .. i� i. I I ' i i , i i � . i �.! i �I. .. i �. II . : I � . I li ��I� . . �I�I i . �. i I li �i . . . . . II _. _ . . I . �. II I I . . _ ..I . I . . ..I. I ..I i I II I . . . I I I I : . . . . I i I�i I �. i . . __ _. I�I . I�I i . �. . _. . . .. I I i I . I , � I �I I i . . . . � �� � i �i �� � ' .I I . . ��� �� . ! . , I I . . I .. I ' ',, '�. . '., . . -: _. �i i. . _.__ ..- I . . I I I I . �il_ _��_ I I I �. II I ii , _ _._._: � � I I � II I I � i � ��, I� - i IIIII _. �I I iii iii __i iiii � I ii ii i_ _ i �i _ _. i iii I i . i i i i i i ��i I,i, I _� ---------- � � �--- -- � � � � � � � -- -� ,-� . � � � � - � ---� --- --,-� � � � � � � � --� � � � � � � � � �-� - -� � � � -- ��i-- �� �� -- '_'__ I � � ----- � � : : _ _----- ------ - -- � �� � ��� � ��� �� �� �� �- - � —�---- �� � � �� � � —�� � � � � -� � - � �� �� � __ � �_�_�_ � � �_�I -- -_- � � ----- - ------ -- --- - -- � II ' I _ ��,- ' --II i III ��II il"- HI - - I-- - _ il , �-I � - H-I ' -�-�- II III- I I' -I � � j '� I 'li I� ��i ! i i i i i _ i, j il _ _- - i, j il ___ il ii I il j _.. __ _ �I �i � rr` _. i il I i i I i . . .. .i iiii �. iiii I � I ii �� I I ii . �.I� iii I.I::� ill �.li ii ii� : I ii I iii Ii� i i li . II �� I �.I li ���.... i��ii � iii�i li i I .�.� . .. .. .��.� .�. ��� .i .li �iii .. . ii ii � .'.i� � i �, iii i���� �'i_ _ - � ii ! �. . � I� I�11I �. - �I '. : :.I - I �I '�, �I � �i ��� i i �I ��._I il I II I�I �. : i i I . ��, I �I � � I:---: _ �I :. �. �I i I - - I '� il .i i i y- il - . . _ !I t ii.� _ _ _ . 1- _ _. _ � _ - _ _ - i ��,- 'I I : : � �! � : �. -. - -��. -. i- . 1-i . ._ _ i - -r __i . �.- . . � _ � �. - . ' I :. -- _I ___ ' I.: _ : -_I � -��.�I i J . i i i �i i - � i �i �i ��i ' .. i i. ��. i, I . i . i . �� � __ I I ' � I _ ,� � ' I I I ,. . _ .I i-. .� .I I I, � . i I,I I. � � .:.; Ij '. �TI "-� .j. � _ .. , - �� ._ '�, . . . i;; i I. i �., �. i i I _. i - - . . . . . _ � _� _- _- :r - ___ _ _ __ __ '� �, i i �. �. �i ��, � � i - '�. �i � i i. i . .-._ i I - I - _I_I_ -i .. - . . - - - . .- __'�. � i i �, ' . i� ���, , '� _ _ ' i '�, i i _ � i i _ _ -- �. n - - I I � � �. �, _ _ _ _'�-� i ili�-���. i. .ii II i���i �.. I i� ii � ii � - -- �- �� - i i ii.- -- i � ii� - -- - -- ri � � ---- - - — � 2T . --- �T �- i . . . � . . . � _ � . . i . . -- : -. - . .-_-_ - --._ I�i� �.i, . . .. �i _. � i � � _ _ -- . . . __ _ � _ _ . i , �i �. . .- �i .1 �i . . — i � . - . . i i - � --- - � � --- --- - . . . ii i � _ i �. i �. _ i � - ��- i - . . i I i I - . . I� I i �i_ i ,. ....i. .' . � - . . --_ . !� --- �� - . . . . . _. _. I i, i, . . i . . ��. i i. _. I _:_ . ! I . ,._ i i i i i, - : �i_ . �I. �: I �i .� �i I� . _.. I _ i _ _ i i �. : ,� I i .._ I .. _ _ i I . I_. - i i :i : : �i, I�i I�: li . - I, �. . �. ; : i, i �. . I, I I . : i ', . I, I I . ; I j - i . i . i� : -. i i, i . .� I'� � .. , II '' I il I , �. II I .,. . II.., i,. I, �-.; li ii,l,.; IIII .. I � ���, I� .�,..i . i . . i I �.� . ', i.. i i, . .. ,,.I � lii . ..�. ,�li i ..,,, .� ; �.I�I�. ,i�.. ,����� �. .� �, .. _.:..:....:. .�...: ..�.. ........ ..�..i .._._._. ._ .. .._.._: ....�..i .. __ __ _....._ , ... _. _ : i ., ,� I I II r �. �. � ...:. II I i ,�-�- . � __. �rr : -J- .:.._. 1 `I 7 i _ .�._ � _.. rPi �......... I_..- _ ... n �-R�-� _ _i . . _. _ . _ ,�. . _ i . _ . i . . _. _ �. �. �. . . � _ _ - �. �� �� O �1�L SJ _ i �i i .i, i _ -.. I .� I _ � _ _ . I I .� I i i � .. I .i i - _ i : . .... . . . .. _ . i 7 ' � . _ _ . . ' _ ..-.� i� I I �i . . . I_. - i I il '�il I- i i - _ I I �i �i - �I i �'i i i --I_I_ - -_� I i. i. i . .__1_ I I �I � - �I I I . �. I .' I �I i I . -_ � . . i ii'i �i'i �i�ii �'iii i �i�i 'ii ii i ii �ii ii i �i ii i�'i 'i I i� i i i�i i i i i� __- _ _ _ - - - _- _ _ - - - _- _�i�i ' _ - -- - Lu - � -1 �. . - I L . - -I�i�L __ _ _��iJ __ _ _ _ - - - i i - - __ i ii - — i i i - _ �i.i ii - - iii i - ii _ -_ ii ii i �i �.ii '�,i i'�.i �i.i'�, - i ��i�. i�,. i i�, i'�, - . _ _- - _ - - . -__ '�'-� rrl 'iT__ ___ - I r . --_ IT� . i� - i _ _ � �. ' ,.. i , ., Li�, . . _ _ _ - - _ - - q �' �i.,, i � I I II I I I I .. I -- Irl- -- I I I - - - -- -'- , I �i I � I �. I- I . I I I �i ' -- I �I i �. I I I I . li . . . I _ �. i. I il-i.l _ . il III i,i . . I . I ..-_ _ _ �. _ _- _ _ _ _ . _ _ . I II� _ _ II i I . . . I-- !ii �i'i iI 'i � I�I 'I - - li - i �'�i � � li ��i�i : � � ', ii ; ' � �� + � _ ii _ __ _� __ I i _ I � _- - II �__' _�� i I -�- i-- - --- tI I I- li , I I I _ Ii --�-�r � I I i i IJ . _ i I i i i I _ �� "_ N I i I �I ' �� i � i i i � i i : ._ _� i _ . . � _- �i i ... _ �..rli �. �. i_. _ .., �.i _ i __. li li . . . I I I . - : : . i li I . . li�i�i i � � i :..� i i i �. : . I I I� :. : �. I li �. �.i li � . i : :-.- .--. !i �i i �:: ._ i �. : .. I I I li � . - _ I 'I -.-.- - i -__. . I I I i _ I-�i �'� . . . ... I_ .._ : .. ... �i i i�i i ili � i i i �i i� i iii i����� �i ��i ii �.i�i�i i. i � ii�� i i �� ii . i ii �ii i �� ii iii i i�.i ii � i i i ii � ii iii � _ __- _ . .- - -__- . _ . _ _ . -il i_�� i _�� �_�I _�� � � � !� �'.i-�.� . __-___ ii ��, �i, �� i i i i i i i . i . _.._ __-:- -- -i- - �i . _--- ,-- - i .___ _i �' ' ' . _- i . _ _ . ._ . i __ i �i _ - ��i, � i �. � _ i i � . � . . �� . . . .I- . . . . . ,i . . . . _ �i. ���I. .- - . . � �� II II . . _- �'i ��i �i . i : - � . I i . . . � . /�� � i , i . . f}... . I I .. � -, . : i .. ' _ .. i i 'i � i i _ �. I I i i I�i : . � r I i . . � �i �I �I : : IL _I� _ . . -� i I il i . . I I .�.�j . . li li . . . ii i.'. . . i j I , . . . �� � �� i . . . , � i � � � . i . : . , I � . : . I i � � . :�.I i : _. � i � i , i . . . i i i ',, ii : li , j.. . i �i . I��i . � i li i i � . . I� �. i . : : i . i ii '�.i . li ,� ., ,. . � i i i . . ��� i i i , � . . . ���. i i _ . . ,���� . .: -- i _ � i i � . � i . __ { ��i . i - 'r - I �!. : . i i 'i 'i . i i _ . . , I . . i i � � _- . - � -- �',� �'�I : . � : : i I ��.� : i:_ _. i . i �. i : I . i . . . I� � i i . . . . � . . ii i i i i i i i . . .. �....� � . _ _ I - iil i��i i -� i � iii i �ii i �i .. . II ..i i _ �__ I �. .. _...i . . . i _ i ���. . . I . . i . �... : I I I --- i_� . i...i_ i . . i �. . i i. ----- . i i I:..I . �'� i. ..i._�__.. . . . .-- ..: II .I . '-'-�- - -��.... I _. i._.�.._ i � .._:. I. ..:. i I ._ _�.. i �._i._. ._: .. . I � i _ � : ..: .,. ._� � il ��.. .. �, .. �� ��,.. :,. .. ;. _ � � . .. 2 . _ �. �. . _ _ . . ..-. .. ,: -- - , _ _ _ ,.-_ . .I � � � � ��� -�-' II i �. �. i li �i II _ �'I_ . I ii i fl. . . . __ �.. - �', .- ----�, . �. � . ��,, : ' � . �. �. . i _ __ I I�I - � ` i i I I i � _. li li �li �� I �_ I i .:- II I_ --�� i � i i i � �I i i i i Ii I j - � �i-- -� i � i -i� i � �� �� � � � � � � � -- --� ,-� � � --- � --� � --- --I,-� � � � � I� � I� � -� � � � � _ i -- -- - -'-'-'� ' '� ' -- ---___ -_- — '� '� '� '� ---- '� � '� ,� '� -- -- - --- -- -- -- ---- - � � � �, � � � � � � � , � ,- � � � � � � � � - - - -- ' ' ' ' ' -_���_��_ �� -- , — —'-'---- !,'-' {-� - - --- - : -' - -- ' -- � - I I � I I - � � I � - �--- - � - _ --- , � - � ,� , - � �_;_ - �� '-'-'�,- ��_�_'�T �_I ' II -I� __ _: i--_ i T- II � � ���� �� �� � , �� �' � �_�I � � II �I I I I �� 'II i� � j i� �ii� �I i� j�i iij �Ijj , - �, ��I �I�i Iil _- � _ �: �� �i � � I I I Iil . i . . . . i li , � �� �i I I li I I I !� j �� !� � . I i I II II I I I I I , �.� . : i I I �� ! : �. �. �. I I I i II I . � . : �. : . li . li il li . . . II II �i i I . _ -. �. � _ !-. _ I .-y - - -� _; - I �.«-. . �- _ .-. - �',_ _ I I �.. . III . . . .i. i, i i il li �. i i i �i, I� �.. . __ il _ � _ _ - _ _ .- _. i � _ ...,� _ .-. �. i �� � i1 .� _ _ -. iy - _ - - . i _ _ i . . . _ _ . . . :. i ', � � ,i:�..l �i �I : '.._li I I �. : li II I ,rl i i ___ i . i . .i. -�.-._� i-ii �i . i I I, . �. I �i il �il I : . ', �. . I _. I . . . i . . !, - - .:_ i i , ,_ _ . . � :. - . .. i� i �. -. - -. . li i ii i _ li � - -, I i '. . . : I �. i �. �. ��. i, . . __ I. i, ;i : ii i i li : -. . i I i li : . I . ; �. : i I �. I . I - _, :�. ��, T� .. -� �I,I,�Ii �. . liiiii.li T - ' iii :.. . . �.T : . - . i i ��,, ��� " . . � ��, i ���. i i d� i � �.. i i i i ��� ��. . i il � �,. i i i � i i �i �. �, _�. i_i i .�. . i _� ._ri .�i�i i iii r_ �.iii �. �,_�.ii . __ iiii i . ,r _ _ �_ r � ' n.- �. ���,i-�� - _ _- �i i ii� : :-,i-�i '�,. ' _ � _- _ � _-i . . . - i-i i i i i i i . � _-IJ- ��� i i � i �� ���, �. � _ �� �-E �. i _ - - __ - �, _r�r_ - __i _ -_ I II�_:.i._ _ — _ - _ _- - - - i. i ,. ! i i i. i _- fi i.. i �. ��. '�i_ _.__ . ._._ _ � .I I i�i i ��i i i�i i' i I � i i i . i_ i i I !i — _i i i� � _. _. il i i . � i� . .. .. .. . .. _ . ___ _ __ __ _ .. . I ._i. I . , i �_� ._. . . . . � _ _._ . . . . . . �. _. _ _ _._ ,i . . . . . _i_ _ i i i i . . . . �i, i- . _ � . __. . . . �_. _ � ��� ��� _ � _ __.I ',� I� .. i____ i, i _ i 'i _ . . . . .._. _ _ _. i, i i. . . i i . �. I il . �i. i, i. —i�i _. I i� i ._��_ _:_ :.�_��______ . .!._ i i i _ ii i, . i,_ � _ ..i, i _. _..� �_______ ._�.. _ _ . �. i i. i; �.�. i II i�. :I:.. I �.�. I i'. i 'i . i,:, .. .... II ii . ii� �.II . III :i:, I II I :: I i i;iil li -.I I,. :: .: li II �.. 'I i '� ��i' i'� i� Ilill li i il i � I II i�,� Ili i ._ _.. __ . .- _ - _ . . ,. . . �. ,�,�- _ _-_ ._I ._ ._._ - ______ ..�. '� _ � ..... I .7. . ., . i I � _ � I, -- � _ _ _ I� _ I � i , � �, � 17 _ 'I f_r - _- _ , - __ _ _ . � _ . - ' - _ � � � -'� - - -- '� ' - , � �', 9: , � I � - � � -J'�= _ --- J�- -- - � �, �, , � - - � _ _ � � 9 . � _ _ _ _ - , �� - _ , _ _ _ _ � � - _I , � � , ; i , , -- - - -- - - -- - - - ; , � - ���, � , _ _ _ � __ - -- � � - - _ _ __, ___ _�', �'� , � , � _ _ � , � _____ � _ _� � � � _ _ - _ �_ _ � � --- - --J __ � _ �: - -- - L - ---- -�� _�- _L - - � � J- --- - �_, -_ --- � , -- , -- --; - � --- � � � , � � � � � -- - --- , � , , � _,- _ : _- _, � ,- - _ -_� -_ - � , � � � � � � '-'� - - -�� � � ' _ � � I ' � � � , '�' ,' I' -- , -- � �� . _ ,� � f ,, I �II , I �I i�'� ', '�� , I ,I I i i I I II I I �I � I I g I I 7 5' 4 i � I`� 2 i I 1 1 2 ,.: il i 5 i d,!, 8 7 0 1 ili Q T 0', I, i, I 1 0 T 1 0 1 �. 1 1 0 I��I �I� I I I I � I I I � � � I ��, I ' ' ,� � -�.�. 1 :�. �.: : �.: �. �. I� I i'� -- �- - i -� i��ii I I:-� i�,ll i'� -- II: - �� i'�i :I:-- i'�,II i -- �i'� II - i'�,I�. � :I::: O 5 10 PROI.REFERENCE NO. SHEET N O. . -� I II .. .. � , � - . __ I I I�i __ �__ __ � -� _ - � I I -� I II I�i ____ � .. �� I -- lilll I ____ li I - � IIII _ . . I .. I I I I I I I ��� � � ��..�� ,��� � � i �!� �_�_�` �_[-� e-sizi i e-s3n x-sa �� �� ��� � � ����'� � � ;'��I , � ��� i� ��� , �- � �I - _ � �� ; ,' ',� ���, . �-i� - - ���I �� __ _ �i i� /i f�, � _- ' _ �i � �i �i� � _ _ _ - , I� �I � � ii i i Ii ',, _ ; �. �. �. . . I�', � I_ li �. . . i i..11 � �I�i �i �. � � I� I I II II . . . i I�i II i i i � i_� , �., i/�` .�: -� / I ��i �I . �. I �I . . i i i . . . . i . . I�i ��i i .. .- _ � � �I . �. .. II I i ���i �i . . �i . . i II �� II . Ij _ . . �i II _. i �i i ��i li � . � I i i i . . I �... �il i,.. II i � I, .. 'I i li � ', II� i l+��-(v 'i I I II I I I I I I ' '!i I I 3� I II ` �I Ir II i': �' _....._� �....� �� I �I I� �..I� .li I r � �..� � �✓ _ i n--.._ _ � i r � i. ��_ �. �_. _ _ i � r r__ _ �.. � i _ ��._.. � r r_ ` ,j .._ . _�.. . i i i. `':- .. . . �i - .. .. I _�L. I . �._ � I '�,� _ . �_.i_ �-.I �__ II �i 'i - I � � II - ..i .i I . .. i , �I... i �_. i ._�- -. __,i_ ] .._ .-.. . ..-. i -��iT - I�I �I . �i J .Ijl_ il il �il �il ��il . I il �! �. . �. . . . - : .i . - .i . _ �ii�i �i'i �i i �i.i i � i �'''.�'i . i �i�'i �'.i .i�i �ii�i�, .i 'i'i . i �i ' �i . �i i �'i 'i !i ..i i ii'��i � i'ii� � � �i iii i�i - �. -'__- - I ii i _ : ---- ,I - -;-- � I � ._ _ ---- = i j i; li i _ : _ _ i i -N--- ii �_ �� : I - - - I -- I i_ F .: -�-�' � - - - -�k � i I-i _ - I I _ - _ _n i i i _ I_ �i I _ - - � �i i __ : _ _ i i i i i � I r: �u _ _ _i [ - = i - - i I 1-- _ - , {_ �i �i i ' i 1 ' - r� I I � � I I-i i __ � — _ ., _._... I_ - i- - - ---- - ," _ •- - - -- - . - --- - -- - - I 1 _ T -- � �-- �---_ � � I I I I I� �� I'I i � il �� i i II i I�� i � 5 � � - i � � � li s I L: '. - _ I _ _ : -- . � ii illl - I '�- I , II ' II I _ ,, �,� I � I '�I - , i ,.. ,.. �-y � I i � � �! �_ � _ _ , - ; , i , I� I___ �_ _ � ,� I- ,,_ � I � I II II II II II �� _ � II � I I I I � � I� I� �� � �'� � r I�I I�I �'�I � I�I �I I� � I I � � ' ��� I� ��I'� '� � � � �� � � � � �� � ���� �� �� � � �� � �� � �� , �� ��� � � � � ��� -- I � � ���� � � �� � ���� ---- � �� �� � �� ��� ---- ���� � � �� ��� -------��� �� -- ���� � --_--- --, � -- - �_- -- __ __ _ - .,- ' ' ' ' _ _- ' ' _ _ --'-' ''-' �- -� � �, - �- ! ''__ - ' ', '-- _'_ '� ' 'i � I _ � -- T - --- -, --- -- ---I H- —J -- -- , ------I__ , � _ I �� � : I �_ , �� . � , - --�__ I -- I� I, I ��_ I I I � �, � I �, � ; � � I �I I �� , ,� � � �� J, _, _ ' , _'- � ' �,�' ��� �� �� �I�� � ���� � � ���� �� � �� _-', ; i �� I � ',, I _ ; , ,, i : , , ; - '�, , , '� , , == - I �� , 15 � ,�, q - � ,, �, , - _ � � � � � ' ', , , ' � ;� i, �� ; ' � , _ , , ; ; I, ; � �, �� ��. I i. '. _ I� � -_ _ '. I I i i . . ��. i. � I . I �i. . i : - - _. I .��I i �'�_ _ I_ _� -_ I . : : �i I i �I I - : i- L �I �i �i �I i : I. I . . .___..� _ .. ..� i I illi � II:�. . � li II iil�� I . IIIIII i_�. .;ii i :_ !- III ._ :.._ � i� :_.: _ ! i .- ��. _ __ i II I �il I I ii � i i__ __ i i i i I I , _ � � _ _ � � I i li li i li �� ' i i i i i . . . . _ _ . . . . . . . . . i . . . I I i.. . . . . . J . - i -- � �- �-- -- . �.i . i . . . �. _. _ . . . i . . ..__.i,- II_._- i _ . - .-i _ .i'- - ..I._ _ . . -i I I_ L ._ �. . . i . . �_ . �i i .. . . , i_ . . . . -- - � -- ---- I� - -- -- --- I -_ - ��-' - - --- . . . ._ _. :_- - -- i. _'' � - - � -- - ��- - - - � - - ��i �i i i . i ��� i ii� �i�i�� . i �i iiii . i .i_ _ . . - - ------ il � i i I 'I '�, -- -- - � �'� i ---- - 'I �� 'I '��'� ��: �''� . I� _ I� _� - - - ' _ '�,� - -'�, � �_'I -- � i � -- -- --- . � . . '.� ��� i . �;- . I � �. .� .. .� .i I __ .. .. �I � -- - . _ ._. ._., .--�---. .. .. _-_ �' __. ,._. .-. - - i iil .. ��ii_ , .i_ .. ...� ..,.._- -- -- - - . _ .. __ ��. . - -- - - -� � -- � � _ i _ � � _ ii __ _�- � �� -- � � -- ��� - — I�i i - i i. � �I � il �� '�� i ' '� ��� � � �;! I � � i ,i - - � � � �i I I �� � i �� � i � � I��i i i� �� � �� � .. I � ' �I ��� � r� ���' � � � � �� i �� �i ����� �I � � � il� � � ��� � � � - � �� � �� i — � � _ rr -� �I ��i ��� --- � _ i i i i � e, / i i �: _ __� i ii �_ � �i � i � � -; _ � �_ _�- _�. � � - _� - �I� �_ _ I i �� �i -- _�� � � � � � � � �' ���. - -� I� i- � i i i -- _�i_i_ � i i�, �_ _�_ i i I i i I � - - - - - � �� ' - — --�,_ i i � i�� � �i �i i �� . ��i � . ,� i -_ �� � � . 1� . ���- - _ _ _ . __ _ _- ___ - _ _ �. ��,.-�r�T - - i, ,. _- - I r . ._-- .-I� -T �rr: �T �. - _ - � ,,, _ _ �i �i�_i_ ��i I I '' � - -�i.-- �i � �I ��. ' i . -_- _- i ., ��� i �i=���.- _- . i � � '.-i-1 i — - -i i i I �i i - - _i � i _ - i , - - i-�.-- i —� i i i � i ,. �' - JJ_ � i I �, - � � i_ �' ._. -- _i I I i ��. ��. � r�� - - � i ri — i. i i. i .. ii�ii .. .L�i li� ... ii .. .. iiii .. .. _._ I__ i ii�� ._ -i i .. ii� .. -.. iii'�i i._.__ __ i i . �� .�Ilil__ .. .ii �I _ _ ii. . __/.lii i __ ��i iiiii __ I�il .. ___ . . _ _ _ _ __ J i �i �i �i � . i.�i, _I..I� �I I . _ �i, �i � _ i i i i � i i �i . �i. .. i . . I �. � I �� �I.. . . �'�. ��, . I. i, I . . I��. ��. _ i�..:l II i� � I �. . ii I-- - i i, ::. _ �.� .- ._ : _.. i II�I�I � --_ I , ' III i�i � ��I � �I I !:� II i� IIIIII iil I i i � III ii , " -- -�i I_.- - -I II- - ��"I - �II 'IT L II-r il ��il Ii� � lil� 2 � �II I li.. 7 � ..:..: ...i... ......-� i_.� .. i...i :.... ... 1 f ....._ i....i .� r i....... � �.,, i I _ _ _ . _. � _ ..,F -. . _. ... .�.. � . . . . i -. �. ..�..r ---... .._ . � . ..:... i ....... � � .. ._: ---- � ��._.. _�:.. i i i r r.. _. !.. -- - � I -�- - - _ � _ � i i i : - , - - -_ i i W ' i -- -- �- -- i � I I I '� _ I - - - , r', � 'rT - - � I � - - - - '� � _ _ � - �- -I 'i '� I � '� I_ I :'�- 'i I 'i I --�- - I I - � i I I 'i , I I I �i �� 'i ' I '� , GT* I � �i �i ' i i i � � i i i �_ _ _ � i iTii I -- --- li ' '� � , , � � -- � 30- - _ed- --- - , , . ._ , _ _- � _ � � - -�, � , �- : __-__ � _�__ __ __�_� �_� � , __ -_ �, � __-__ _ � � � � , , � � __ � _ _ � ,, �_; il�i �, �I ---- ���_. �,, - :_ _,- --- � � �� �� � , -�� �� ;- �__ ��i, . '� ���� , , _ i,,i _ ii �i�� I i li 'i I � ii � II ii r i, � i��l �� �� iii Ili1� i ; iiii I �i i i iirr i �i iii I ii i�i i iiil ii r - ii i I ;��- r�-- ilii i- � ir ii i_, i_i �I �� _ _ � . _ -- _. � .- - -� -- � � � � - - - - � 2 �� --� � r , � � - - - __ _ � �.: � � '� I' __ _ , _ - - I f - - + �,:,, _ _ - _ �� _ _ ,. �i _ � � � '���_ � � il ��i� �� ����II I� �� � ' 'I � �� I i � � � i �: � �I f .. � � � _ �� ��:-� i � � � � �� Ii �� � I i � � _- �� i i _.__ �� _i - � �� � �I � � ��� � �i. � - � ' � -�_ � � � _ - i i � i �. __ ��� �� - - - -_ _ - i ��� �� � � � �� � I , � II�I - F� i � i � iil i I il �i�i il I I i I� I� � � i� �i �i I i �� � �i r � �� ��'� � —i r I- I i. �� i i'. i i i i i i i i i� I -� i i i � _ii i �li� i i i i �����._ __-__-_ i iii i �_��. _ _ � i ii -_- ii�ii ii ��i�� i�, � . � . �- _ _�_��— i i ' ' '. __- - ___ i �i ��i, �� i i i �._- - . i i i _ii �ii il i . — - ii ��i,. �i_ i i i i i i ii i �i_�. i ii ii i i � _- i i __.___ I�i i �i i �ii �i I!i '., . . _.- i _ __ - IiJi i, �ii �i__ _ _i i_- : i ._ _ _ii �i �i i �i_�i. �i � i_i �i i �. i . _il ii i_��_ �i i i i i � _i il - � -- -. __ -. �. I I i .. . .. r �. : : : : i �I : I . - i � �: i i i I��-'�- � �� -- --i i i�. � I li I. �. _ li 'i :..__ _ I li . , I. � �, :: � � ���� i I- I� . � i . .. ..� _ . .. i_ _ �� i . .. . .. . . .. , , . . .. . . . . . . . �-- �� I i i . . . . . . . ... . . __ . . . . . _ ., . � - � i i I. i � _ i I � ::_: �. ii li . . , . li , I. ii �j i, �.. �� I i �ii I li, i'. ,. ,... ._ � ,. II .,. ,.,. , i'. . .. .. li i�' ..�. II �. �!�I :�. Ili� ::I .il'i �il . . ii �i ilil. . i i �i. .. i �.! � i .. :: li �iii i i :: i i,i�.. :�. ��.i�i . .�'.ii I. ..�. I�i �i �. .:. .. �I ..�. I I il�. I II II �. I �.. II :�,. .. i .. ��,�. .. i.l� �i..__ _.I.�li,. ...I . ..II � I Il.i I .. . .. � � . . 1� . . i.. I I� . � � . �. ��' �. : I, _ i I ii �i . . �. _. ��, �. � �. . -.I..II . . I I, i, I. J. r II I�I I ii �, �', '', . __. _. ��,i I . _.__ -:- . � I : . � : : � I � �, : ���,�.- I! �I! _ - . . _ i _, .. li li �I : -. .. I I� � �� � -_ ..__: �.. �_ �ii ��- i II iil i�/E ��( o(� i i-' -r li' - - �II iii I r i i I � rJ i i i : I : I : ,i-�- -� i � �� - �-,-- �-� ��� — �I-- i _� --------- � � �-- -- � � � � � � � -- --� ,-� ' ---� � --- I� I,-� � � � � � � � --� � � � � � � � ��_�--_-_- � - �� � � � —�� --- �� � � �� � � —�� � � � � -� � �� - � � �� �� � - ; � � ------- � � � � �------ -� � � � � - - ' '-' -- --, - ------ � � � -- --- - -- , � - - - - � � - -- -- - - � '��� i II' I_ _ ��� --II i III � ��II i ��_ I a_ _�. i�l �� III I�� '-� H-I �'I��� �-�- - �I III- I�' - i���,� I� �',- �-I� �� III Il�i�� i � ; - _ _ _ _ � I � � -- I __ �_ � I � �� ���i ��'�i I� i i�ll �� i ji I �� -� �i III I i� I II II � � � � , ���� I � �III II ,� �I�II �I. � III �I '�I I Iy!II I ' � �II�I �. �. . �. : . �i il 7. �. : : I . : : : I �'I il . . I � . .i �I �'. .. : - I i I i I . . _ _ ___ _ II ��,i �. i - �� . �� i ; : : : :-: � - � �I I I �II �II : : �. I .. . : I � I �. : I �,. i � _ . i i.i i . i. . : .. __ '� �i � �I . ' : : I �li l I . i -� LL �- - - _ --1 I i . _ ._ I I �. �. � i I . �. I �'_ � �_ I �: : i i �I � : I . I �. . 'i. . . . '�.I . ,. : : i : . i i i I � �. I _ _ ___ _ . I II II ��. �i . -_ - . _ . �, . . . i i i . i I I : I - . . . . ! � I � � . _ . � I - . ��. C�I , . I i . i . � . _ - _ .. i . . . i ..� - �.. . I . I �, _ _ ' . , . _ _i i . _I . �. �. _ '. ,_ � _ - . ri - - - - r - - .��,i �'� ��,.. �� i ii i . ��.�.ii i � i � i �. ' i '�i�,� ��,,i � _ . � _ — - .___ _ - _ _ . ,.-�rIT � -- - _ i� ,. r� n ___I _ _ __ __-- _ __ ' ri .- _ . __- _:.-� - - � ,' -i . _ - - _�i _ - _— _i i i . i i �,�. _- : . I li li � '� ��. i i . i , � i , �� i r:. �. . i . � - i — _ _i-_. �i i .i .- - . ,. i_�, .- _ _ _. 4" �- ____- . . ,-_F i -, � � - � � �i i i �i . i i � � I _ .�. �i �i _ _ . _i � I_ __._ . � _ �. . � � �-__ _- i_. _ . _i ,. ��,_ i _, _ - � i i i i �i �i i i i . ii i I i �. i �. i i . �i_ ii . i i -�-i. �� i i _ - _ �. -�-i . . � ��� (V''�� ! . . . �I .i . . _.__ _ _ _ . _ _ . . . _i . . ._� _ . ,i . . I ! li li ! II - �_ i i i� - . . . .. .. .. ._.-_._-_ _. . �-___._- _ .. ��i. .._._ _ _ • '��i . . . . i I I . . . � . .. _: . . . . . I . . i . . �'. I i i . i ._ 'i il I _ i i i il i, - . li. II.. I �I .i !I li . . . . i I I -.�- .. I I ��i i , . - i I ... � . I I �. . .. . . . . . . �,�. � -. . .. I I I I . : -. _ u �. . �i- � I. . _ _ _ i iii i i ii i i i �i I i�i --- I i�' i.. i�'I . _. . �:: . ..i �. I!il,, . . . i � i_. .. .. ': ..,�'�, . i . . �,,., . ��I .�... .�II�I�I il i . .': .. II i�!I'i�. .� li . I�I . . I..� �',. I,., . -., li ii,l,., liii, : i � . � .. ._ i.. �� ......_.� �._.�.i .. .. i..i ��. � � .. _ .._: .. ..i..i ..:. i I � . � i i i r... . ...- ..rr. -- .�:.._. 1 � 7 , - ._._ _. TP" i ......... . ... . _._ -- --. ..... n � rr._. ��.. _ . . .: 2 I III . �. ..� : . i . I�l '�. _� - -- �� �� ----- -- . � . . . � __ _ __. I .�I-__ _ i ` i _ . . i. �I li I . . J . li !i '..�, li. . I_ _� __-_ __ . _i I :-Ji- _ . i _ - ._I . _. i '�,i _ I-� - i i �.. i I :. . ._ . .:. _ �� li_ _�i � �lii� I- ',� _i �� I I�ii _I � � II I�i _I �I _,_ -: I� II r il III� l j I i iil I ' � _ � �� '� ''�� �' � � � �� '� � � '� � -- ---_ -- - --- -�'�� ��- -- - -� � - -- -�',� -- - -�',J -- - - - -- � � ----� �� -- � � � -- ,� �� - ��� � �� -- � �� � � �� � � � � - � � � � � , - - _ ---- - — - -- ;, ��- - T_ -� r --- I,T ,; - J, ; L', -� - -- � -- �, - -- -- -- -- � _ �� �� �� � � - -,- , � �� � �-� ��� � -- � - r - - - - - - - - �Ii -- = II — _ _ - - � � ' �III - _-_ lii li� �!I I',I 'I:' III li i�'i I'� I i I li ��',II � i , � �� � � ; ,. i � '� �� � � � _ ii _ _ _ _ I�� � _- ', � _- i__' _�� i' - -�- j i-- - �`, I I I- I I I _ li __ i', i i i i li I I i li �__ i I i li li I _.� "` N I'i �'� ' 'i � i i i i i . � _ -- �� - ���- �--�� � Iii � I �� Iii IJ II ''�I� I �: - '� '�, ::_� II �I � � �� �� �I� I - � -� �' - I :'� I �__ ��� i� i �� - � _ -� � � � � _-__-_ � ��� �__ � � �� � �� _ — ___ �� �- � - �� �,_�_ � �� �� � u ��� � � �� _� � � �� �� ��� -'� � -- -- - -I '-!� '� ' ' i � '� '�-', --- � - � -, � _�_� �� � � � � � � �_. - � � � �_�_� � - �_� � � � � � � � � _ � � � . -_I '� — -' ',-'- '- - _ -___ �i — � ��� � � � --� - ' ��,- �� � -� � _ ��� I i I� I : il _�_ : I : I. � i ,:,. , � . . I � � I ' _ 'I ,I ' _- ' _ ' � �I i � ' ; � � � il'� �� I-����� '!�� ��I IIII I I � �i i �_ � I �il i � I'� �-F �� '�� � }I-- � � � � � ���o °� � ����� : - ' � � �, � � � �� � � : I � �� � �� � � � �i l '� ��� " �; , - � � � I ' � � � � ,� , i � � � ' I �� �'� ������ � � � �������� ������ ���� � i �i� � � � � � � �� ",� i ,i ���i � R �Cil�l�i� � //: H��I /-(�,��% , j �� . ; i �� -- � �I ''��i: � � � � �i� i � i i : i i �'�� � I .. i '' � � �� �I� � � � � � � ' - � i _ _ � � � --- - _� _�._.. i � �� �_ '� � n � � ��-��' --- i ' ��� _:T� �� '_�-'-- � �__.._ �� .._. i _i.;�_, _.. � � � 3� �� � � � r.rloc�,.-�� l. Fv -r � �,.. --- . �_,___ _. � �. _�� �i �� ��� � %� p� �'� � i_�- _�I I�� � �II I_�_� I�I� II��I I I_' II i� �, I'���r� _ __ � I - - - _ �� � - - - _ - - - ' ---� , , � ' , � I - --I �- - �- i I� I li' . li li I,' � i- I I i __ li I I- '-�� li � i il i _ � ��i i- I_ � i,_; _ i� 'I I i, li_ - ��� � � �-----i ��� �____-___� �� I�--- � � � ���� -- - i��i ii �- ii -ii --- ililii i i iiii ii i i -ii i i i -i i i rl---i i i i i-� i� i-r-- ii i� - --- �� �� � - � -�� ----- � �� � � �� � � �� � � �u _� �- � ,- � � �� �� �- �� �� � __ , � � ���� -- ------ ,��- � _�_�_ _ � � � � �� -- -�-�-� � � � � - -- � � � � _-- � � � � _ _ _ -- --- , I_. � �_� � �___I I I-- -T- _ � �i - -' --T- --I I' _�_ _T�_�_ � �_ !' I I �i �i � � �_I �, ,. I I I �i I �i I �__ -1�-1 ,- __-, �I - - i I i-_ __ I ,� I, I _I i I_ �i � , , , _ _ i : - - - _ ri -r,,_ ,-: , �- - ; ___ _ _ _ i i '; _ ,', , - - - �i - . 'I . . . I��i I' . . . I � - �i � � ��'� .-. _ - L I'i �il �II' � � �. : I �,I i . . .r: i i I �� ,i � � i II. � .. I . .... . . ._.-. . . i ,. : I I . I 'I _ _ I '' ,. ,. , : . � . ....- .� . . ,� .� . I � I . .� I . . '�, �J i i �, ---- , ; � r,----11,-- -1�-- 1� I �iii Q2 ii I ii il I � i� I �. �.�. .:I i��il�i�l .. ... �il _ ...i il il��. .. i�ll ._ iil �.�. �.: - �i �. .-. ili . �I�i ����i :.._ _ III I �.�I�I I�i�l �.:I:: �i�l . =5 . �i.�l�. :�. _' _ _ � _ I.. . .. � , I __. .,. _- �i i i =�. �i �i�l i____ - i I = _i__ ' ! �ii�_ I i II _ . _ ! . _ . . i � � , - I L i i_: i �I , - I iII�I �!�� � j I I, II,I, I : �� � � i _ _ I I� I� �1 � �_ � �,'� _ � '� ���� _''� .-,,�� � �� r: __ ��� _�� --- _�,- � �: --- ��T,_ -I� - � I� ��� �� �� _ -��� � _ � �____ � � �� -� - -- � - - _�_�I�-�_ - - ___ - --� �T ---- - --- - — -- - -___ -- -� - --- � - --- �-� - � � � ��'�� _- � � �, ', --,_ - � -� �� ��� � -- � �� '� �� -I _ ��,� �� �� � , __„ I I�,- -� �' " ', ��',,' ��'� � ��� � _ - - -- � - - -- - - _ _ __ _ �� ,, � _ __ �,'- �--_� �,�, !-- �� _��, - _ _ _, ,, I� ��� �,� �� _� ��� ,_ - ;� - - ,_ ��� _,�,, � _ ,� -;�------ �. i i. i; �.�. i II i:I... I �.�. I i'. i 'i . i,:, �. �.�. II ii I�� �.II . III :i:, I II I .. i i i;iil li -.I I,. :: . i II �.. .. ' � ... i.. ..� . . .. I ��. i �� i..: .. �� I i �. �. ;. ... _.:- i �� i '., I� II II i ..: :...: II I � I I�_ I� �' -!�_r _ . . : .i I i ; . . . . : li ''� I I i �_... i I i II _- - - _- _ ---� -- � 13 -t� � � . 2 � _'-_ � ��, �. _ ._ ____ _: i i I I � I I i �.i . . : . i li : li �ili . . : I -i _�'_ ,�� :� — Ji_ II ...: I �7. � - i __ _ i . _ - _ . . - _ . _ _ -_ 7 - . ii� ' �.� �I ,. . ._� ._ _ .. __ . . _ T. _ _ _ -_ _ . _ _ - I I I �� i I _ _ __ -_ _ _ _ , ',� - I , �_ � �-� _ I � ,� — i . �i �i , .��I - I-r-- ii , �, - - - - - - - -- -- - i-i-r-- - i �i �i i i I - - - - — � � �� � , _ __ �__ � �_ - _ � � ,__� � � � � i i i � � i, .__�_ _ - � i_ ___ �_ _i � ---- -- --J -----___ L_- --- - - - �� _ �_ _ _. -' -- � - �i_�� , i,� iii i i ii i i i i ii - i i i i ii ' ' - ' �-, -- -_ - -- --� _ -- - � - - r - - - - ---� � - - - -i i � - � � �-r, - - � �- - - - - i i-. � � _ � �i li i i�iii � i i� ��'� �ii � I i�i �� �., � � ��� �� � � � � , � I:. �����I� i� I�il ��II ���I , i, j�9 , 8 7 5 I 4 '� I.. 2 I 1 7 I I 2 i I I.. 4' I I ' 5 , II !, 7 � I I, 8 ,, I 7� I, ', , 1� I I� ll! b I�, ,, i 0 I, II I II T 0 II I T 1 0 � I ll 0 7 7 0 I ; �, i,, , Ilii�l