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HomeMy WebLinkAbout20170732 Ver 1_401 Application_20170613Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Mellor, Colin Tuesday, June 13, 2017 11:51 AM 'James.C.Lastinger@usace.army.mil'; Chapman, Amy AI-Ghandour, Majed N; 'marella_buncick@fws.gov'; Hanks, Brian; Carpenter,Kristi; Morgan, Stephen R; Mellor, Colin; Euliss, Amy; NCDOT Service Account - Roadway Design; Staley, Mark K; Barclay, Carl A; svc.pwayscue; Harmon, Beth; Harris, Philip S; Monte Matthews (Monte.K.Matthews@usace.army.mil) (Monte.K.Matthews@usace.army.mil); Tony Able (Able.tony@Epa.gov) (Able.tony@Epa.gov); Riffey, Deanna; Wanucha, Dave; Archer Sr, Wright; Capps, Karen B; Shumsky, Michael J; Dagnino, Carla S Permit Application for U-2827B Forsyth County Follow up Flagged The Permit Application for U-2827B has been posted to the NCDOT website. The electronic copy can be viewed / downloaded at https://connect.ncdot.gov/resources/Environmental/ This email serves as NCDOT's permit application submittal to the NC Division of Water Resources. A hard copy will be provided to the US Army Corp of Engineers. Thank you. Colin Colin Mellor Group Leader — Environmental Coordination & Permitting Natural Environment Section North Carolina Department of Transportation 919 707 6139 office cmellor ncdot.gov 1020 Birch Ridge Drive Raleigh, NC, 27610 1598 Mail Service Center Raleigh, NC 27699-1598 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. .,� ��'S;nT��'a �. fi � °4,;'• : � ,� s', :� �. � r= �: �u '.�'y C: ���K� w��m• �: .,...�+. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR June 13, 2017 U. S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. James Lastinger NCDOT Division 9 Project Coordinator 7AMES H. TROGDON, III SECRETARY SUBJECT: Application for Section 404 General Permit No. 198200031 and Section 401 General Water Quality Certification No. 4088 for the proposed US 421/I-40 Business pavement reconstruction, bridge replacements and interchange modiiications from west of 4`h St. to east of Church St., and a multi-use path from 4th St. to Liberty St., Forsyth County, Division 9. Federal Aid Project No. NHF- 0421(5), TIP Project No. U-2827B / G5620A. Debit $570.00 from WBS 348723.4 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction for approximately 12 miles of I-40 Business, bridge replacements, interchange modifications, and widening of Peters Creek Parkway in Forsyth County. As part of the project, 8.5 miles of 2-2inch parallel fiber optic conduits and signage for ITS communication will be installed. In conjunction with U-2827B, project G5620A a multi-use path along US 421/I-40 Business from Lockland Avenue to Liberty Street will be constructed. No jurisdictional impacts are proposed for the installation of the fiber optic conduits, signage, and multi-use path. There will be a total of 3801inear feet of permanent stream impact and 2361inear feet of temporary stream impact associated with construction of the project. There will be no temporary or permanent impacts to wetlands. Please find enclosed the Pre-Construction Notification (PCN), stormwater management plan, roadway permit drawings, utility permit drawings, roadway plans, N.C. Division of Mitigation Services letter, Northern long-eared bat 4(d) memo, and Jurisdictional Determination. An Environmental Assessment (EA) and Finding of No Significant Impact (FONSI) were completed MailingAddress: Telephone: (919) 707-6000 Locarion: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 1020 BIRCH RIDGE DRIVE Environmental Analysis Unit Customer Service: 1-877-368-4968 RALEIGH, NC 27610 1598 MAIL SERVICE CENTER RALEIGH, NC 27699-1598 Website: wwwncdot.gov for this project in February 2014 and February 2015, along with a Programmatic Categorical Exclusion (PCE) in July 2016 for G5620A. Documents were distributed shortly thereafter. A Right of Way Consultation updating the EA was completed in August 2016 to address the ITS improvements and signing installation for U-2827B. Copies of these documents are available at the NCDOT website: https:Uconnect.ncdot.gov/resources/Environmental. The let date for this project was August 30, 2016. Final completion is anticipated in November 2020. A copy of this permit application will be posted on the NCDOT Website at https://connect.ncdot.�ov/resources/Environmental, under Quick Links > Permit Applications. Regulatory Approvals Section 404 Permit: All aspects of this project are being processed by the Federal Highway Administration as an EA(U-2827B) and PCE (G5620A) in accordance with 23 CFR 771.115(b). The NCDOT requests that the project be authorized by a General Permit 198200031 for interchange improvements. Section 401 Permit: We anticipate 401 General Certification number 4088 will apply to this project. NCDOT is requesting written concurrence from the North Carolina Department of Environmental Quality, Division of Water Resources. If you have any questions or need additional information, please contact Deanna Riffey at either driffey@ncdot.gov or (919) 707-6151. Sincerely, -f�/ �—� o,� Philip S. Harris III, P.E., C.P.M. � Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List Michael Penney, NCDOT Design-Build E������ti �ati, North Carolina Department of Transportation St[)a 1ll�vdt+['!' Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 34872.3.4 TIP No.: U-28276 / C-5620A County ies): Forsyth Page 1 of 3 General Project Information WBS Element: 34872.3.4 TIP Number: U-28276 / C-5620A Project T pe: Pavement Reconstruction Date: 5/4/2017 NCDOT Contact: Matt Lauffer Contractor / Designer: James Rice Address: 1020 Birch Ridge Dr. Address: 555 Fayetteville St., Suite 900 Raleigh, NC 27610 Raleigh, NC 27601 Phone: 919-707-6703 Phone: 919-232-6621 Email: mslauffer ncdot. ov Email: 'ames.rice hdrinc.com Cit /Town: Winston Salem Count ies : Fors h River Basin(s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Len th lin. miles or feet : 1.26 Surrounding Land Use: Urban Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 30.2 ac. 32.2 ac. Typical Cross Section Description: 4 lane divided freeway w/ an 11 ft median: (2) 10 foot outside paved shoulders, (2) 12 4 lane divided freeway w/ an 11ft median: (2) 12 foot outside paved shoulders, (2) 12 foot travel lanes, (2) 5.5 foot paved median shoulder - Total width of 79' foot travel lanes, (2) 5.5 foot paved median shoulders - Total width Of 83' Annual Avg Daily Traffic (veh/hrlday): Design/Future: 96,400 Year: 2040 Existing: 74,800 Year: 2011 General Project Narrative: The project consists of pavement reconstruction of approximately 1.2 miles of I-40 Business, bridge replacements, interchange modifications, construction of multi-use path, and (Description of Minimization of Water widening of Peters Creek Parkway. There is one culvert extension for a box culvert under Peters Creek Parkway, a pipe extension on the same tributary upstream of I-40 Quality Impacts) business where a supplemental pipe will be required, and a stream relocation for a small tributary that ties to the Peters Creek Tributary. An existing pipe that carries Tar Branch will also need to be replaced within the ROW limits of the project. There will be an additional 5.0 acres of impervious area added to the project due to the widening of Peters Creek Parkway. Stormwater control measures in the form of Media Filters have been proposed in this area to incorporate some stromwater treatment for part of this additional impervious area. In other areas of the project, there has been a decrease of impervious area by 7.0 acres due to the removal of select ramps and loops (see plans). The proposed project has a net reduction in Impervious area of 2.0 acres. The Design-Build Team has also flattened proposed ditches whenever possible to aide in as much treatment as possible. Waterbod Information Surface Water Body (1): UT to Peters Creek NCDWR Stream Index No.: NA - Peters Creek: 12-94-12-8 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: SA Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) ����jl�� ���� North Carolina Department of Transportation �ttti ll]�� ilt�'i, Highway Stormwater Program � STORMWATER MANAGEMENT PLAN ' r ' (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 34872.3.4 TIP No.: U-2827B / C-5620A County(ies): Forsy[h Page 2 of 3 Additional Waterbod Information Surface Water Bod 2): Tar Branch NCDWR Stream Index No.: 12-94-12-7 NCDWR Surtace Water Classification for Water Body Primary Classification: Class C Su lemental Classification: None Other Stream Classification: None Im airments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SC Buffer Rules in Effect: N/A Project Includes Bridge Spannin Water Body? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 3: NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Prima Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: Pro'ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) Surface Water Body (4): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Su lemental Classification: Other Stream Classification: Im airments: Aquatic T8E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Dischar e Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) Surface Water Body (5): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Pro'ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer? Deck Drains Discharge Over Water Bod ? (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) 1 li,t;l���'il!' North Carolina Department of Transportation S cc�rii t`vai�r ,,. .,.,_ Highway Stormwater Program � STORMWATER MANAGEMENT PLAN (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 34872.3.4 TIP No.: U-2827B / C-5620A County(ies): Forsyth Page 3 of 3 Other Best Management Practices New Built-Upon Precipitation Depth Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated Sheet No. Road and Non Road Projects Water Body BMP Type (ac) (ac) (ac-ft) in w/ Buffer Rules? 4 -L- 18+30 Rt. (1)UT to Peters Filtration Basin 6.1 1.2 0.11 1.16 No 36.089239/-80.256948 Creek 4 -L- 21+g5 Lt. (1)UT to Peters Filtration Basin 4.6 1.4 0.13 1.17 No 36.090372/-80.256302 Creek Additional Comments �oFWarF9Q Office Use Only: i � o � Corps action ID no. i,. , i Q Y 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: or General Permit (GP) number: 198200031 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu � Yes ❑ No fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: U-2827B - US 421 /I-40 Business pavement reconstruction, bridge replacements, interchange modifications, and widening of Peters Creek Parkway in Forsyth County. 2b. County: Forsyth 2c. Nearest municipality / town: Winston-Salem 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state U_2827g project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6151 3g. Fax no.: (919) 212-5785 3h. Email address: driffey@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgenUConsultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 36.089888 Longitude: - 80.258213 1 c. Property size: Approx.32.2 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Peters Creek, Tar Branch proposed project: 2b. Water Quality Classification of nearest receiving water: Class C 2c. River basin: Yadkin 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Land use within the project vicinity consists mainly of residential, commercial and industrial areas. 3b. List the total estimated acreage of all existing wetlands on the property: There are no wetlands within the project study area. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Approximately 5,900 linear feet of stream were identified within the project study area for the U-2728B roadway improvements. 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to improve traffic flow, operations and safety on US 421/I-40 Business from west of Fourth Street to east of Church Street. 3e. Describe the overall project in detail, including the type of equipment to be used: The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction for approximately 1.2 miles of I-40 Business, bridge replacements, interchange modifications, construction of a multi-use path, and widening of Peters Creek Parkway. Full control of access will be maintained. The project will improve interchange spacing and geometrics by reducing the number of interchanges from six (6) existing interchanges (two full and four partial movement) to three (3) interchanges (two full and one partial movement). In conjunction with U-2827B, project C-5620A, which is a multi-use path along US 421/I-40 Business from Lockland Avenue to Liberty Street, will be constructed. Standard road buildin e ui ment 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): NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 06/09/2014 (Action ID 200901193) 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem ora T Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: No wetland impacts 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, width Temporary (T) (INT)? 10 (feet) DWQ — non- 404, other) Slip Line Site 1� P❑ T Extend 48" UT to Peters Creek � PER � Corps 12 214 and Extend (SB) ❑ INT ❑ DWQ with 42" Slip Line Site 1❑ P� T Extend 48" UT to Peters Creek � PER � Corps 12 10 and Extend (SB) ❑ INT ❑ DWQ with 42" Site 2� P❑ T 5'X6' RCBC UT to Peters Creek � PER � Corps 12 50 (SB) ❑ INT ❑ DWQ Site 2❑ P� T 5'X6' RCBC UT to Peters Creek � PER � Corps 12 10 (SB) ❑ INT ❑ DWQ Site 2� P❑ T Bank UT to Peters Creek � PER � Corps 12 33 Stabilization (SB) ❑ INT ❑ DWQ Site 3� P❑ T Stream UT to Peters Creek � PER � Corps 2_4 42 Relocation (SA) ❑ INT ❑ DWQ Site 3❑ P� T Stream UT to Peters Creek � PER � Corps 2_4 10 Relocation (SA) ❑ INT ❑ DWQ Site 4❑ P� T 78�� CMP Tar Branch � PER � Corps 6-8 196 Dewatering ❑ INT ❑ DWQ Site 1� P❑ T 12" Sanitary UT to Peters Creek � PER � Corps 12 20 Sewer (SB) ❑ INT ❑ DWQ Site 1❑ P� T 12" Sanitary UT to Peters Creek � PER � Corps 12 10 Sewer (SB) ❑ INT ❑ DWQ Site 2� P❑ T 18" Sanitary UT to Peters Creek � PER � Corps 12 21 Sewer (SB) ❑ INT ❑ DWQ 380' 3h. Total stream and tributary impacts Permanent, 236' temporary 3i. Camments: 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number— waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: No open water impacts 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flo Flooded Filled Excavated ode Filled Excavated Flooded d P1 P2 5f. Total 5g. Comments: No pond impacts 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: There are no regulated buffers within the project area. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Improvements to Peters Creek Parkway (NC 150) have caused the stormwater system in this area to be redesigned. Toe protection (rip-rap) has been placed at the base of the fill slope adjacent to the upstream section of stream SB. This design element would assist in preventing fill slope failure. Stormwater control measures in the form of Media Filters at Peters Creek Parkway loops have been proposed, where possible, to incorporate some stormwater treatment and introduce stormwater detention to the system. Due to the urban nature of the project there are limited opportunities to achieve grass swale credit. As noted in the 4B Merger Team meeting on February 8, 2016, the overall project is reducing impervious surface area by —2 acres. Minimization efforts to bury the 42" pipe extension for fish passage at Site 1 was not feasible since it is part of a larger pipe system that does not allow fish passage. Bore pits that may be required for trenchless installation of pipes are all outside jurisdictional resources. Bank stabilization will be used at Site 2 to minimize future scour and sedimentation at the 18" pipe and stream relocation area. Avoidance of historic resources at Y1 Sta. 30+00 — 31+50 Rt will be attained by the extension of a retaining wall. See hydraulic plan notes. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Dewatering of Tar Branch for the replacement of a 78" will be constructed in phases to minimize turbidity to Tar Branch. A more comprehensive plan will be developed in conjunction with Roadside Environmental staff prior to construction. NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the Protection of Surface Waters will be employed. Temporary fill areas associated with stream crossings will be revegetated and seeded with native seeds according to the special provisions in the erosion control plans. During the preconstruction meeting, these specifications will be reviewed with the agencies and contractor. All jurisdictional areas not affected by the project will be protected from unnecessary encroachment. 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? �f 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: 347 linear feet 4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: See attached DMS letter. 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. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: There are no state regulated buffers for the project area. E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached Stormwater Management Plan and Project Plan Sheets. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No N/A attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter. ) � Yes ❑ No Comments: See attached Project Commitments developed during preparation of the Environmental Assessment/Finding of No Significant Impact dated February 2015. 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. The following was summarized from Section V. Indirect and Cumulative Effects of the Environmental Assessment approved February 2014. The project will be confined almost entirely to the existing US 421/I-40 Business right-of-way and will essentially reconfigure interchanges thus changing access. Travel patterns will be shifted due to this project but are unlikely to create changes in land use as a result of the project. Furthermore there is very limited available land in the Future Land Use Study Area (FLUSA). Implementation of the US 421/I-40 Business project would not contribute, in conjunction with past, present, or future projects, to significantly adverse indirect or cumulative effects on the resources in the FLUSA. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes � No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. � Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The USFWS county list and NCNHP database were consulted for Forsyth County. A No Effect Biological Conclusion was determined for small anthered bittercress since suitable habitat is not present within the study area (NRTR documentation). Since the approval of the EA and FONSI, the Northern long-eared bat has been listed for Forsyth County. A memo regarding the projecYs 4(d) compliance was sent to the USFWS on July 25, 2016 (see attached). 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 Environmental Assessment (EA) approved February 2014 and Finding of No Significant Impact (FONSI) approved February 2015. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps Digitally signed by Colin Mellor . DN: cn=Colin Mellor, o=NCDOT, �o.� Philip S. Harris III, P.E., C.P.M. �ol i n Mel lor °"�SEs,email=cmellor@ncdot.gov, 06-13-2017 Applicant/Agent's Printed Name Date:2017.06.1317:41:04-04�00� Date Applicant/AgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 .f.:o,:�. : ru.'xn ::s..'u�n...":r U.S. ARMY CORPS OF ENGINEERS - WILMINGTON DISTRICT D C� C� C� 0 M C� Action Id. 200901193 County: Forsvth U.S.G.S. Quad:. Winst m East NOTIFICATION OF JURISDICTIONAL DETERMINATI �U� � I 2014 Property Owner/Agent: Deanna Riffev OFFICE OF NATURAL ENVIRONMENT Address: NC DOT 1598 Mail Service Center Raleieh, NC 27699-1598 Telephone No.: 919 715-7217 -- �-'`�'�'`''""." '. ` Property description: Size (acres) 40 Nearest Town Winston-Salem Nearest Waterway Peters Creek & Tar Branch River Basin Yadkin River USGS HUC 03040101 Coordinates N 36.0899935 W-80.2576873 Location description I-40 BUS US-421/158 from west of 4`�' Street to east of Church Street, adiacent to Peters Creek and Tar Branch, in Winston-Salem, in Forsvth Countv, North Carolina. TIP U-2827B. Per vour request dated June 6 2014, this iurisdiction determination is reveri�ed without change from ori�inal verification. Indicate Which of the Followin� Apply: A. Preliminary Determination _ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. Approved Determination _ There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years fi•om the date of this notification. X Tllere are waters of the U.S. on the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. X The waters of the U.S. on your project area have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. _ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatoiy Official identified below on . Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unfess there is a change in the law or our published regulations, this determination ►nay be relied upon for a period not to exceed five years from the date of this notification. Page 1 of 2 Action ID: _ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Washington, NC, at (252) 946-6481 to detennine their requirements. Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact John Thomas at 919 554-4884 ext. 25. C. Basis For Determination There are stream channels within vour proiect site which are tributaries of Peters Creek and Tar Branch which flows into the Yadkin River and the Atlantic Ocean. D. Remarks E. AppealS InfOrmatlon (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: District Engineer, Wilmington Regulatory Division Attn:Jean Manuele, Project Manager, Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you decide to submit an RFA fo,r�m, it must be received at the above address by August 9, 2019. **It is not necessary to submit an RF/��orm to the correspondence.** / Corps Regulatory Official: Office i� you do not object to the determination in this Date 06/09/2014 � Expiraty6n�Date 06/09/2019 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at httn:%-'re�rulatot•Y.usacesurvev.comi to complete the survey online. Copy furnished: Page 2 of 2 Environmental Quality R�Y COOPER Governor May 18, 2017 Mr. Philip S. Harris, P.E., CPM Project Development and Environmental A.nalysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: �EP Mitigation Acceptance Letter: U-2827B, Winston-Salem — I-40 Business / US 421 from East of Church Street to West of 4"' Street, Forsyth County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on May 17, 2017, the impacts are located in CU 03040141 of the Yadkin River basui in the Central Piedtnont (CP) Eco-Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040101 Non- Caastal Cp Cold Cool Warm Riparian Ri arian Marsh Zone 1 Zane 2 Impacts (feet/acres) 0 0 347.0 0 0 0 0 0 This mitigation acceptance letter replaces the mifigation acceptance letter issued on July 27, 2016. This impact and associated mitigatian need were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a nevrr mitigation acceptance letter will be required from EEP. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, Jame B Stanfill EEP edit Management Supervisor cc: Mr. James Lastinger, USACE Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR File: U-2827B Revised �Nothing Comparesti State of North Carolina I Environmenta! Quality 217 West Jones Street I 1601 Mail Service Center I Raleigh, North Carolina Z7699-1601 919 7Q7 $600 iransportatian July 25, 20 ] 6 PRT McCRC7RY Covernor N[CHQ�.AS J. TEI'JNYSQN Secretary MEMORANDUM TO: Deanna Riffey, Environmental Seniar Specialist Environmental Coordination & Permitting Group Eastern, NES - PDEA CC: :�U Karen B. Capps, PE, Design-Build Squad Leader Design-Build Chris Manley, Environmental Program Consultant Biological Surveys Group, NES - PDEA SUBJECT: Streamlin�e Section 7 Consultation for the Northern Long-Eared Bat associated with the improvements to US 421/I-40 Business in Forsyth County, TIP No. U-2827B. The North Carolina Department of Transportation (NCDOT, Division 9) proposes to improve US 421 / I-40 Business. The proposed project involves pavement reconstruction, bridge replacements, and interchange modiiications from west of Fourth Street to east of Church Street; and Multi-Use Path from Fourth Street to Liberty Street in Forsyth County, TIP No. U-2827B. This section of US 42UI-40 Business was designed in the early 1950's, constructed in the late 1950's and was opened in 1958 as Winston-Salem's East-West Expressway. This facility was designated as the first section of I-40 in North Carolina. With the relocation of I-40 south of Winston-Salem, from the US 421/I-40 split west of Winston-Salem to west of Deep River, in 1992 the original I-40 was designated as I-40 Business. In 1992, rehabilitation of I-40 Business from US 421 to Linville Road began. Originally, NCDOT envisioned the US 421/I-40 Business project as a pavement rehabilitation effort. However, as the project evolved, NCDOT realized that minor rehabilitation would not address the safety and mobility deficiencies throughout the corridor. Thus, NCDOT incorporated more operational and safety improvements into the project scope. The project to improve US 42]/I-40 Business has been reviewed for effects on the northern long- eared bat (NLEB). As of May 4, 2015, NLEB is listed by the U.S. Fish and Wildlife Service (USFWS) as "Threatened" under the Endangered Species Act of 1973. As of July 21, 2016, NLEB is listed by USFWS (http://www.fws.gov/raleigh/species/cntylist/nc_counties.html) as "probable/potential" in Forsyth County. USFWS also established a final rule under the authority of section 4(d) of the Endangered Species Act that provides measures for the conservation of NLEB. The USFWS has tailored the final 4(d) rule to prohibit the take of NLEB from certain activities within areas where they are in decline. This incidental take protection applies only to known NLEB occupied maternity roost trees and known NLEB hibernacula. Effective February 16, 2016, incidental take resulting from tree removal is prohibited if it 1) occurs within a'/a mile �Nothing Cor�pares'�� State of North Carolina I Department of Transportation I PDEA-Natural Environment Section 1020 Birch Ridge Drive, Raleigh, NC 27610 � 1598 Mail Service Center, Raleigh, NC 27699-1555 919 707 6000 T � 919 212 5785 F radius of known NLEB hibernacula; or 2) cuts or destroys known occupied maternity roost trees, or any other trees within a 150-foot radius from the known maternity tree during the pup season (June 1-July 31). According to the North Carolina Natural Heritage Program (NHP) Biotics Database, most recently updated July 2016, the nearest NLEB hibernacula record is 87 miles west of the project (EO ID 32171) and no known NLEB roost trees occur within 150 feet of the project area. EO 32171 represents Black Rock Cliffs Cave near Grandfather Mountain with multiple observations from 1986 to 2011. NCDOT has also reviewed the USFWS Asheville Field office website (http://www.fws.gov/asheville/htmis/project_review/NLEB_in WNC.html) for consistency with NHP records. This project is located entirely outside of the red highlighted areas (12-digit HUC) that the USFWS Asheville Field Office has determined to be representative of an area that may require consultation. For the proposed action, NCDOT has committed to the conservation measures listed below: 1) No alterations of a known hibernacula entrance or interior environment if it impairs an essential behavioral pattern, including sheltering northern long-eared bats (January 1 through December 31); 2) No tree removal within a 0.25 mile radius of a known hibernacula (January 1 through December 31); and 3) No cutting or destroying a known, occupied maternity roost tree, or any other trees within a 150-foot radius from the known, occupied maternity tree during the period from June 1 through and including July 31. NCDOT has determined that the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule, codified at 50 C.F.R. § 17.40(0) and effective February 16, 2016. NCDOT may presume its determination is informed by best available information and consider Section 7 responsibilities fulfilled for NLEB. If you need any additional information, please contact Chris Manley at 919-707-6135. 0 N a ` 0 � a w � a c � � � 0 a U � a 0 0 U z � � � > T � E � U 0 � a � O N �O � V �� � N 00 N � � � N �O �O O V .. � V � � O V Prepore� for tl� Office of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2011 = 74,soo DIVISIOIV OF HIGHWAYS p,E, $� 2$ 0 $0 ��� I000 Birch Ridge Dr., Raleigh NC, 27610 �� ���P� ADT 2040 = 96,400 LENGTH ROADWAY TIP PROJECT U-28276 = 1.246 MILES �� �°�� DHV = 9% 2012 STANDARD SPEClFICAT/ONS ��' �� PLANS D= 60% LENGTH STRUCTURE TIP PROJECT U-28276 = 0.014 MILES JAMES RICE, P.E. � a 50 25 0 50 t00 T= 13% * RIGHT OF WAY DATE: RODNEY MONEY� P,E. SIGNATURE: � � TOTAL LENGTH TIP PROJECT U-2827B = 1.260 MILES rao�scr sxcrnEax ROADWAY DESIGN � � V= 50 MPH AUGUST 30. 2016 ENGINEER PE. �� �� PROFILE (HORIZONTAL) * �TTST 7% + DUALS 6%) �� ��� FUNC CLASS = FREEWAY LETTING DATE: JAMES RICE, P.E. �� g���� 10 5 0 10 20 STATEWIDE TIER BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION AUGUST 30, 2016 rxo�scr Dss.cx ENcrNssrz PROFILE (VERTICAL) LYDIA BUEHRER, P.E. S7GNATURE: � S ":� �2 /2 Q N N � Z O U O Z N E N Q O � 0 d Uf Z v W � m � Q.. Z � Q O O � C � O O U v n 0 0 U Z K K � O a � W � � � � Z O U N E N Q H � O d 0 U � Z O w O m � Q.. Z � Q O O � C � O O U v n 0 0 U Z K K � O a � W � � � �'� - � %% � � i . � ' �� � PROIEGT REFERENGE NO. 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SHEET NO. 20 0 20 40 U-28276 C-5620A 5A � I�I R^N SHEET NO. �l'-�__� � ROADWAY DESIGN HYDRAULICS PLANS ENGINEER ENGINEER I�IC��'Il�➢.E � ]PLA�I� � DO NOT USE FOR / W qCQUI9ITION NOTE: �' 0 TEMPORARY STREAM IMPACTS TAKEN ALONG THE �DENOTES TEMPORARY FLOW LINE OF TAR BRANCH TO ACCOUNT FOR �2�' IMPACTS IN SURFACE WATER DEWATERING DURING PIPE RELOCATION. � y DOCUMENT NOT CONSIDERED FINAL /V UNLESS ALL SIGNATURES COMPLETED � �O � � � � � � ' ��, , � �, � CB(G) � 2G1 f�EM. � ��� ' �rz tt�e F ,� ,� . � � . � � c�; �� , . �`��. � . ■ �\'� � � ��/ . � � �,�►. ; �� �1 ti � . � \�'�i , !O. • i• I � �� • �.���� . � ` � �rr ' ti • � � .� ; +�'�/►- ' .. v `' v - I•p , ` `,���,.`� . . ��� . . ,.i��� _ • � ��. _. : .� �� , �� _ �� � '��'�`° • � • , �,� : � � =:� s� `'4�� \�����--——-_ _� _ i��Q,��w... � \ ��� � , � \ �� .�� , _ ; , � •'� . \ -_ •\ \\_ _ aIl f`` ` 7 \ • s�� A 1 � ,� � � — � � � � � � n���� \ \� —\\ ������ � �/�—_�►;�\ � � - — — . , �� ., �O\\�i�.�Cr.� � '_" � • `������`� \ \ � . I • \ , � � � � • � ' . � ' �h ' • : � . ���� �� . .N ' � _ �� ��� \ • • � ����\ - � � • d-/ \ \ � � ��� . � \ ,�� �`� . ��!_`�� � p � �'�!t' � ''�—� �ir��� ��i � �a�r� � -�� � � � �. . , � ;t � • , . . � �i� �I:►• ► •. �1►�� �I ,, \ • � J � ��� ��� • ��' � � � . ,��� � �\;. ,.s'\` � � �`� . � � : .� •� i �1� HDR Engineering, Inc. of the Carolinas J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601 N.C.B.E.LS. License Number F-0116 PERMIT DRAWING SHEET 11 pF 13 LEG E N D �DENOTES TEMPORARY IMPACTS IN SURFACE WATER NOTE: TEMPORARY STREAM IMPACTS TAKEN ALONG THE FLOW LINE OF TAR BRANCH TO ACCOUNT FOR DEWATERING DURING PIPE RELOCATION. � ` i ��c,` � � CB(G) �_ 2G1 �EM. � � � F� _ , � /�� CB(F)�\ �L� \ ,� � � �c'� � , � �� � � � / ,� " �`�%� C B � � �� ,�'� � - ' � � ��t'� ' �' J B � w/M � � � i ' � i i � � ` ` ��„ �CP—y'i'I '� `� � � � ���i���l � r � m��� tCP—III � z�r - - - �T. FR. . :C P—I I I 15" RC P—I �P�III--------�B --- ��� � r �;�� w/S LAB �� � �� --- 66'_': _RCP—V -_ � . � . ...��♦���.e� � , ���\\� � \���� � T \��� , �� � REMC�VE CB � �w��v�n ��-- GRAPHIC SCALE PROIECT REFERENCE NO. SHEET NO. 20 0 20 40 U-28276 C-5620A 5A � I�I R^N SHEET NO. �l'—�__� � ROADWAY DESIGN HYDRAULICS PLANS ENGINEER ENGINEER I�IC��'Il�➢.E � ]PLA�I� � DO NOT USE FOR / W qCQUI9ITION � 0 �� � y DOCUMENT NOT CONSIDERED FINAL /V UNLESS ALL SIGNATURES COMPLETED O � ��� �rz,tt�e �1� HDR Engineering, Inc. of the Carolinas J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601 N.C.B.E.LS. License Number F-0116 REMOVE - i PERMIT DRAWING SHEET 12 OF 13 WETLAND AND SURACE WATER IMPACTS 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) (fit) (fit) (fit) 1 17+35 -L- LT 42" RCP-IV 0.02 < 0.01 214 10 2 33+90 -Y1- LT 5'X6' RCBC < 0.01 < 0.01 50 10 2 33+90 -Y1- LT BANK STABILIZATION < 0.01 33 3 32+30 -Y1- LT STREAM RELOCATION < 0.01 < 0.01 42 10 4 41+85 -L- 78" CMP DE-WATERING 0.03 196 TOTALS*: 0.03 0.03 339 226 0 *Rounded totals are sum of actual impacts NOTES: PROPOSED STREAM RELOCATION AT SITE 3= 42' 2016 09 09 O N �O � V �� � N 00 N � � � N �O �O O V .. � V � � O V Prepore� for tl� Office of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2011 = 74,soo DIVISIOIV OF HIGHWAYS p,E, $� 2$ 0 $0 ��� I000 Birch Ridge Dr., Raleigh NC, 27610 �� ���P� ADT 2040 = 96,400 LENGTH ROADWAY TIP PROJECT U-28276 = 1.246 MILES �� �°�� DHV = 9% 2012 STANDARD SPEClFICAT/ONS ��' �� PLANS D= 60% LENGTH STRUCTURE TIP PROJECT U-28276 = 0.014 MILES JAMES RICE, P.E. � a 50 25 0 50 t00 T= 13% * RIGHT OF WAY DATE: RODNEY MONEY� P,E. SIGNATURE: � � TOTAL LENGTH TIP PROJECT U-2827B = 1.260 MILES rao�scr sxcrnEax ROADWAY DESIGN � � V= 50 MPH AUGUST 30. 2016 ENGINEER PE. �� �� PROFILE (HORIZONTAL) * �TTST 7% + DUALS 6%) �� ��� FUNC CLASS = FREEWAY LETTING DATE: JAMES RICE, P.E. �� g���� 10 5 0 10 20 STATEWIDE TIER BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION AUGUST 30, 2016 rxo�scr Dss.cx ENcrNssrz PROFILE (VERTICAL) LYDIA BUEHRER, P.E. S7GNATURE: � � � k Y = � � ': +�' 5 W F`o 3 � a [ =3 G � 5 W F`o 3 � a [ =3 G � c v x a , Z O ' N W 1 � a m . � � � N � � Z 2 0 0 0 Z U ] N L E � C � O Q U � � 0 a �, 0 0 U O Z N � N ] 0] `" 0] Q i W 0] Z � 0] a � a m N r � O � � O ^ O � � Q � O � O d � � � p� p O C L � O O O U p N v � a o c 0 0 o t U p Z �J� � �oo ��z 0 ��w 0 a � � LEGEN D �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER i� a'+rvnv.rt� xvv�rt t,rtvamrvv ( Notb Scule) NaNral Nafural Gro�nd d �Gro�nd nn��.d= 2.o Ff. STA.25+40 -Yl- RT SLIP LINE�" RCP COLLAR AND XTEND � W/42" RCP—IV �'��� Cl ``� /�, GRAPHIC SCALE PROIECT REFERENCE NO. SHEET NO. 20 0 20 40 U-28276 C-5620A 4A � I�I R^N SHEET NO. �l'—�__ � ROADWAY DESIGN HYDRAUUCS PLANS ENGINEER ENGINEER I�IC��'Il�➢.E � ]PLA�I� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� 1�1�)tC�Q �1� HDR Engineering, Inc. of the Carolinas J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601 N.C.B.E.LS. License Number F-0116 UTILITY PERMIT DRAWING SHEET 4 OF 8 c v x a N i Z Q ' N � K a � � � � 2 z � 0 U U ] N L E � C � O Q U � � d �i O � 0 U Z N � N ] 0] `" 0] Q i W 0] Z � 0] a � a m N r � O � � O ^ O � � Q � O � O d � � � p� p O C L � O O O U p N v � a o c 0 0 o t U p Z �J� � �oo ��z 0 ��w 0 a � � LEGEN D �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER IL'" JANIIAKY JtWtK C;KVJSING ( Notb Scule) NaNral Nafural Gro�nd d �Gro�nd �t nn��.d= 2.o Ff. ��..II R�.._R.... fl�.�l. ...��I, e.��i.�.. .I,......el V.e.l STA.25+40 -Yl- RT SLIP LINE�" RCP COLLAR AND XTEND � W/42" RCP—IV �'��� Cl � .......\ .. , GRAPHIC SCALE PROIECT REFERENCE NO. SHEET NO. 20 0 20 40 U-28276 C-5620A 4A � I�I R^N SHEET NO. �l'—�__ � ROADWAY DESIGN HYDRAUUCS PLANS ENGINEER ENGINEER I�IC��'Il�➢.E � ]PLA�I� DO NOT USE FOR / W ACQUISITION / ' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� 1�1�)tC�Q �1� HDR Engineering, Inc. of the Carolinas J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601 N.C.B.E.LS. License Number F-0116 UTILITY PERMIT DRAWING SHEET 5 OF 8 c � v a LEGEN D �DENOTES IMPACTS IN SURFACE WATER DETAIL U 18" SANITARY SEWER CROSSING (No+�o s�a�e� NaNral Nat�ral Ground Ground d Min. d= 5.0 Ft. '" Install Rip-Rap flush with existing channel bed Type of Liner= Class 'I' Rip-Rap STA. 30+90 -Yl- Ll �IATIVE VEGETATION WILL BE ADDED TO STABILIZE RIPARIAN ZONES, SEE SPECIAL PROVISIONS IN THE EC PLANS FOR SEEDINGiPLANTING PLANS � �� � , ,��, �% � / I \ � , \ �__ '� � _� \ � ��,�E q y %' � , FR oe SE�F '<,� � � _ 3 R q 0� � /°C 2/Og� F 4 _ � S�� 4I �` � 18" SS- v/,,�o/ � %� /� F� � � ��\\ LASS 'I' RIP RAP � �; F0�18" SANITARY �' �� _ SEW R CROSSING F� /, / / ,,% /� i' ; , _ � ��� _.., .._,,�� ���.. � 09 �' f� � / GRAPHIC SCALE PROIECT REFERENCE NO. SHEET NO. 20 0 20 40 U-28276 C-5620A 46 � I�I R^N SHEET NO. �l'—�__� � ROADWAY DESIGN HYDRAUUCS PLANS ENGINEER ENGINEER I�IC��'il�➢.E � ]PLA�I� DO NOT USE FOR / W qCQUI9ITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� 1�1�)tC�Q �1� HDR Engineering, Inc. of the Carolinas J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601 N.C.B.E.LS. License Number F-0116 UTILITY PERMIT DRAWING SHEET 6 OF 8 c � v a �DENOTES IMPACTS IN SURFACE WATER DETAIL U 18" SANITARY SEWER CROSSING (No+�o s�a�e� NaNral Nat�ral Ground Ground d Min. d= 5.0 Ft. '" Install Rip-Rap flush with existing channel bed Type of Liner= Class 'I' Rip-Rap STA. 30+90 -Yl- Ll NATIVE VEGETATION WILL BE ADDED TO STABILIZE RIPARIAN ZONES, SEE SPECIAL PROVISIONS IN THE EC PLANS FOR SEEDINGiPLANTING PLANS �` � I 41 � Z Q 18" SS— ' �` � ��' � , I�`�� ;.� 40 = �� � � � ��° �� � � � � t � 'b / �� a � � \ % � / -/ /�S�p % i ~; i , ;. � <�� ; , �, , � uu"o�` � �. ; � / � � ' J�IU I,L�A) ' 1� 1� � � � � \ /�. ,� �� , R LASS 'I' RIP RAP � FOf� 18" SANITARY � �' � � SEWE��CROSSING F� � /; / //, `�� / r, / r � / � ,�\'��\ C 09 \\ � � i / , , �� � �� cB�c GRAPHIC SCALE 20 � 20 40 �I[II:.= -�� PLANS PROIECT REFERENCE NO. SHEET NO. U-28276,C-5620A 46 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER �IC��'Il�➢.Epll'� ]PLA�I� DO NOT USE FOR R/W qCQUI9ITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� 1�1�)tC�Q �1� HDR Engineering, Inc. of the Carolinas J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601 N.C.B.E.LS. License Number F-0116 UTILITY PERMIT DRAWING SHEET � OF a WETLAND AND SURACE WATER IMPACTS 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) (fit) (fit) (fit) 1 25+40 -Y1- RT 12" SANITARY SEWER < 0.01 < 0.01 20 10 2 30+90 -YI- LT 18" SANITARY SEWER 0.02 21 TOTALS*: 0.02 < 0.01 41 10 0 *Rounded totals are sum of actual impacts NOTES: 2016 09 09 O N �O � V Q4� � N 00 N � � � N �O �O O V Prepared for tl� Offlce of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2011 = 74,$0o DIVISIOIV OF HIGHWAYS pg 50 25 0 5o t00 ADT 2040 = 96,400 LENGTH ROADWAY TIP PROJECT U-2827B = 1.246 MILES 1000 Birch a=dge Dr., x�.te��i, Nc„ z�6�o �� �� �o���, �,�o DHV = 9% LENGTH STRUCTURE TIP PROJECT U-28276 = 0.014 MILES zai2 szAxnAnn SPEGIF'ICA770NS �� �°o PLANS D= 60% JAMES RICE, P.E. � � so 25 0 so too T= 130�0 * TOTAL LENGTH TIP PROJECT U-28276 = 1.260 MILES RIGHT OF WAY DATE: RODNEY MONEY� P,E. SIGNATURF.: � o PROJBCT ENGfNEER ROADWAY DESlGN V= 50 MPH AUGUST 30, ZOIb ENGINEER ,..E. �� �� PROFILE (HORIZONTAL) *(TTST 7% + DUALS 6%) �"z' o� ������o�' io s 0 io 2p FUNC CLASS = FREEWAY gRIDGE LENGTH BASED ON CENTERLWE PROJECTION STATION �TTING DATE: JAMES RICE, P.E. STATEWIDE TIER AUGUST .30, �LO�b pROJECT DESfGN ENGINEF.R PROFILE (VERTICAL) NCDOT CONTACT: K. ZAK HAMIDi, PE, DESIGN BUILD UNIT LYDIA BUEHRER, P.E. SIGNAT'UAE: c � � � w _ V � w Y � i W � � � U � � �- � � 0 � � m � N � N � / O � � � T � � � � 0 � � m � N � N � � � � � � � 0 S- N � z � � o •_� N � � � W o� � � N lD , � H m � Q U O � / m � � � � � } �i m � N. O N � � U N � � � i � + a `� � � � o a � � � � o a � 0 � �n v Z � H � � W � (n J � m � m Q i I— W �] Z � C� W h-� � � � a m ti N � N i- I� j a O C m N O ti \ � N � p o� \ � N <O � � O O W �- � � � � a � � o 0 c �- a� � � � � 0 0 o � U p. i � � � � i Q p i � H � .O 0 � U Z O Z W U p i � Z L W � � > Q L H = O � U Z � � W O W J J (n H � � L.� \ � _ ! BEGIN APPROACH SLAB -Y- Sta. 13 + 01.12 BEGIN BRIDGE -Y- Sta. 13 + 15.12 -L - POC Sto.13+34.45 = -Y - POT Sto.13+65.76 36, +59 BEGIN t�iN �Krv rtiv�t p CONC. DITCH J YPE B-77 S0, 8.� +15 END �o TqpF CONC. DITCH R GRAI o�o ry ,\�, RET9WALLIN TL-2 ^ o � J\ ^ry �n T I I I � � BEGIN ORN FENCE END BRIDGE -Y- Sta. 14 + 15.90 END APPROACH SLAB � -Y- Sta. 14 + 29.89 END CONSTRUCTION -Y- Sta. 14+75.52 �, h E.] j CAT-1 I>, � / yL >>� � ti BEGIN CONSTRUCTION h �� -Y- Sta. 12+00.00 � WEST END o� H I STO RI C D I STRI CT o -L- +10 END ry ORN FENCE /� BEGIN NOISE WALL , NC. DITCH � � � /5 ___ - N 300 TqpER ,� - — � \ ` ` \ ` � � � � I '_ S TAPER -'---___ � �� .o �, BEGIN `�' ��+?2' E�FD- _ � _ _ _ - JC. DITCH N ONC. DITCH RETAINING WALL WEST FOURTH STREET HISTORIC DISTRICT -L - Pl Sto 12+47.73 Pls Sto 16�2/.68 Pl Sto 38+40.05 �= 24° 23' 52.4� ILTJ 9s = 9' 59' 59.9' �= 9° 23' 00.0" fRTJ D= 4� 59� 59.9� �s = 400.00� D= r o0� 00.0� L= 487.96' LT = 267.09' L= 938.33' T= 247.73' ST = 133.72' T= 470.22' R = l,145.92' R = 5.729.56' V= 50 mph V= 50 mph e= 06 e= RC +62. BEGIN NOISE WALL -Y - Pl Sto 10+66.28 p= 2' 49' 24.�' fLT I D = 3" 29' 45.0" L = 80.77' T = 40.39' R = 1,638.97' e - EX.� STRU CTU RE S ITE 1: —Y— OVE R—L— SEE PLAN SH EET 4 n PROJECT REFERENCE NO. U-2827B, C-5620A RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 B-1 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �Ypt�e HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 STRUCTU RE SITE 2:—Yl— OVER —L— SEE PLAN SH EET 4 c � � � w _ V � W � � w � � � U � � �- � � � 0 � m � N � N � i 0 � � � T 0 � � 0 0 � � m � N � N � � � � � � � 0 S- N � Z i C Q •_� N � � � W O � � N lD / � H m � Q U O � / m � � � � � } �i m � N. O N � � U N � � � i � + a `� � � � o a � � � � o a � 0 � oo v Z � H � � W � (n J � m � m Q i I- W �] Z � C� W h-� � � � a m ti N � N i- I� j a O C m N O ti \ � N � p o� \ � N <O � � O O W �- � � � � a � � o 0 c �- a� � � � � 0 0 o � U p. i � � � � i Q p i � H � .O 0 � U Z O Z W U p i � Z L W � � > Q L H = O � U Z � � W O W J J (n H � � L.� BEGIN CONSTRUCTION -Y5- Sta. 12+00.00 ��'� RETAINING WALL � /, -Y5 - PRC Sto.12+74.6/ -Y5 - PT Sto.13+48.10 -L - POC Sto. 42+68.9/ _ -Y5 - POT Sto.14+26.25 $0 > p`3 , k 0- �4�� o,� c TY �l� �� �a-�� ----- ------�`�~ -�'�----�`�----�L----�L_ , 0 40 � _ � -� - � �■■► N � �O � - - - - - - - - - - N O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � N � 0 N ,� ,� � O 2Q BEGIN BARRI ER +2a BEGIN APPROACH SLAB/ TYPE B-77 BEGIN -�- $tq. 42 + 03.8� RETAINING WALL BEGIN BRIDGE -L- Sta. 42 +27.50 -Y7RPC- PC Sto.10+00.00 = -L - POT Sto. 43+52J7, 29.50' RT -L - P/ Sto 38+40.05 �= 9° 23' 00.0" fRTJ o = r oa oo.o� L = 938.33' T = 470.22' R = 5.729.56' V = 50 mph e = 02 -Y5AB - S 49° 22' 25.� E P/ Sto 11+79.65 �= 0" 09' 46.0" lRT J D = 0° l6' 39.4� L = 58.64' T = 29.32' R = 20,639J7' V = 30mph e = NC -Y7RPB- POT Sto.10+00.00 = -L - POC Sto. 42 +69.85, 29.50' LT 73' 07' 12.0" E _i_ +m END BRIDGE -L- Sta. 43 + 02.50 -L - PT Sto. 43+08J7 END APPROACH SLAB -L- Sta. 43 + 26.43 -Y7RPB - PC Sto.10+58.48 -Y7RP6- +64 BEGIN NOISE WALL `-O' � -4' i 36 ----- N -Y5AB- POT Sto.10+00.00 = -Y5 - POC Sto. l5 +96.74 "� �3'47�. E �c R 2j, �� h \� / / HOLLY AVENUE HISTORIC DISTRICT -Y7RPB- PRC Sto. 11+95.63 ;p � N r �o ^ 45 N� �� �� ,� p` �+ J 'o°` N -Y7, o� �� x � o�' •� q�' O X �8- o /TyA� o, o � ., +00 BEGIN b 2'-b" C&G �► -ySQR_ -Y5 - P/ Sto /2+37.35 P/ Sto /3+l1.39 P/ Sto /6+97.92 �= 6° 34' 35.9" fLT J p= 6° 28' 4/.2' fRT I p= 8° 29' 5/.l" fRT 1 D= 8° 48' 53.0" D= 8° 48' 53.0" D= 8° 48' 53.0" L= 74.6/' L= 73.49' L= 96.4a T= 37.35' T= 36.79' T= 48.29' R= 650.00' R= 650.00' R= 650.00' V= 30 mph ►/ = 30 mph ►/ = 30 mph e=NC e=NC e=NC - , ,., �- .,-�, BEGIN RETAINING WALL BEGIN CONC. DITCH o � -Y7RPB- � � N 0 N �. � + 73° 30' 11.3" E � ^ �+ s: � 'C- PT Sto. 11+54.57 -Y7RPB- P/ Sto 11+27.22 P/ Sto /3+16.94 p= 9° 42' 04.2' lLT J�_ l0" 05' 03.6" fRT J n= T o4� 24.�p n= 4� �a o��° L = 137�15' L = 242.0/' T = 68.74' T = l2/.32' R = 8/0.00' R = 1,375.00' V= 25 mph V= 25 mph e= 03 e= 02 -Y7RPC- P/ Sto /0+74.9/ P/ Sto /3+22.37 0= 33° 2/' 43.0" (RT 1 �= 24" 38' 2/.3" lLT I D= 22° 55' 05.9" D= l5" 29' 07.2° L = 145.57' L = 159.1/' T = 74.9/' T = 80.8/' R = 250.00' R = 370.00' V= 30 mph V= 25 mph e = 04 e = 04 -Y7RPC- PC Sto. 12f4/.57 �� 05 2' 66 C&G ��� SIDE- q +83, END b +40 BEGIN -Y5 - PC 2,_b" C&G -Y'Jr- PC StO.16+49.63 RETAINING WALL StO. 11+50.33 A� 8�� ,,, - PT +09. END STRU CTU RE S ITE 5:-L- OVE R-YS- S E E PLAN -Y7RPC - PT Sto. 14+00.68 6.0' LT LB = l2 +08.97 -Y5,cI B- POT Sto.13+57.24 /l.0' RT LB = -Y5A- POT Sto.13+76.9/ LA � ^ SHEET 5 20' /5 ��Nc. � � o � 1� - PROJECT REFERENCE NO. U-2827B, C-5620A RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 B-3 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �Cpt�je HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 STRU CTU RE S ITE 6:-Y7- OVE R-L- S E E PLAN SH EET 6 c � � � � � � O m N 0 _ � � � � 0 � m ti N � N � i 0 � � i T 0 � � 0 0 � i m � N � N � i � � a� � � 0 S- N � Z � O � > o u' � � � N lD i � H m � 0 a U 0 � i m 0 � � � � � � •-, � m 0 N � � U N � � � � + a `� � � � o a � , � � ~' a �� 0 o � o Z O H �O i w �? cn � � m � m Q � � w m z � m W h-� � � � a m � N � N �- � � a o � m N O � � � N � p � � } N <O � � o o w �- � � a � � o 0 � � � � � � 0 0 o + U p. � � � � a o � � � 'o o � U Z O Z W U o � � z � w � � > a � H = O � U Z � � � W o w � J (n H � � L.� �,1 � �� �,�� S`� �G� X�� � �� 5�P e$' `� \ � � � � � �' 16+00.19 ± J�� END EXIST WALL � BEGIN FUTURE WALL �� c�� /�s�� �,y,0 FUTURE MULTI-USE PATH -MuPB- P/ Sto /9+20.73 P/ Sto 2/+79.57 0= 26' 37' 08.0" fLT 1 �= 4`' 29' 00.0" fLT J D= ll' 27' 33.0" D= lP 27' 33.0" L = 232.29' L = 39.12' T = 118.28' T = 19.57' R = 5oo.oa R = 5oaoo� V = 20mph � = 20mph e=02 e=02 -MUP9- P/ Sto 11+65.86 p= l5° 57' 52.3" fRTI D = 57" l7' 44.8" L = 27.86' T = 14.02' R = 100.00' V = 20mph e = 02 � GJ J�,a \ � �� ,�� I� ��� � V x � � _, � \ � ' il GJ��,'L t �., i �i �J � Q P�� ;� �� � � � �� c �� � `1' � �\ , , �.t� q, �o�P� . ���� �� � (\�\ �,,,,s� S O ;\. Ii ` I `� ��1_�'�A �' � �, + \�d ` A,�� ti PROJECT REFERENCE NO. SHEET NO. U-2827B, C-5620A 2B-8 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Cpt�je � � � � � � HDR Engineering, Inc. of the Carolinas Od'- ' ��� '�ti 86o WEST EN D 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 17+00.00 ± ���, � END FUTURE WALL ;��\ �v q� �9°%-S�°�y H I STO RI C D I STRI CT N. .B.E.L.S. License Number: F-0116 ,h o '�S`. � D �eR o RF��4 ��, ;� ,,. ��� � � � p6�s� p � � � � � �ii � ii i� \ � � <-� �, e 2 p C �• y� Fi,o �� � s �Q�� , . � ���. � � i � i \ � � '' . c � i'' 36 � `< <v �v �8�2), 'p �' � \ i � i y �� k" �o �6 /9• F_ Oe \ � ' � \ � � F 86 p�` � Q °p '92' F 3p A oo \c \ , '-` � � � \ � �'� AiQ i3 � � S . � � ,o o � ,9 C s T ' � �� � �� \ \ � v �e 6 os ,e�c�'s �'" So � � ��� R�C �� �o Yl + 08 � Oq \m i �I \ \\ \ �:�! �9q A ���C+ F�i� `f�� 'oo. Q'� / � // �} �BeF'� �� � N 68°35'S3" E �, � � }� a`�' y4o� � � �� , \ � � �`� / ���9 AS. � / �,o , \�oy '�e � C �� S,ro / / � � / 71.85' I II\ I � e sf ' �l \ \ \ � AC ,, �� } ��j/ / y � � � z � �, � � � �q r 36 �� � � � �` � , / �' / � c�o � s F F ii s ooP � � � �s '' \ << \ F �� � �� F�A � / � � �� �3<< �8e } � "' >' S a e � �, �qA� y�, �; \ i \ �\ \ � \ � Q / �� o�v �� � � �,� �� / � / / ,Q� �F� 5�-.. �1 _ � "��' ti�A,�, i 9 so 9 , � /Y� + 5 � s � �\ '��` � � � � � \ � �! ���� � P/ / � � �' , �` �os, o F 12 g a �` p0 �"�. ' \ \ \ � � c,� v � � F� S / SO o , / � e �� � L F � 3�, k ,�p ,� � \ T F P� / c,� qG /,� 8S2� � � � / ,yc �' Sp.d\ ./< -�1uP8- PC Sto. �8+02.44 xti° �� \� \� N �� r, • �° 6�'����, `F 326S 99�F ���� Ho� - ac ���� � �� E N D-MU P2- STA. 14 + 08 . 85 = � °°� �s� \ � � �� 9i�, // / / • +S �,� O�'•'� y J� � � PROPERTIES � �� Q � - - � � � ��� � /�,y F�pi 86, �'>8•A r, Q�, ,� DB 2564 PG 1474 �� Q��,�. Yl STA. 24 + 85.57, 52.50 RT ,� \ \ c,� �. / � � e� o - � c �s � �' � // � � o � � � �\ \� �' " / `b c> //�4 � C � °' 3/�Fcq TF 23q 0� y� ��� .��`�� \ �� / / / / � � C �� � �\ \\ / � � o�` �y'q���k �Cq i ' S�O �e�G �,�1. �+ S � \ �} /� � / H g9/3 :, y � y:. � ± S' \ Sq ('j4 ���� � �� � / �� � � 2p9 96��. +69 /S � 18+25.00 c �Q`� C,' � s B /i/ � .� ,C, NC � / � �S� EX PL •,� BEGIN FUTURE WALL PG�' \ v //� ' q?gs� S FQ R �,�' ,� \ Q �J / n��o // . Yl + PL r'-� _ p�� _`/ \� ,�p Q-�.�' � � /� 8 p/ `T: � � '0C e''✓� �p �, ��G � �� � � `" / � �' 2SF 2� 9 � ��,os `c F \. � O�� �� � v/ / / �x�sT��� � �,Q `L cD \/ �� �: \ � / � � / � � EX L F p� yl �� �� � //� � � 9CR� � � ��� �� �\ \� // / � / � E E R EX RW F EX ; �",�� \/�/j 0� � �. \ 8' �� ,���`� � +so �� // / �o� / � � C N HOLDER F '� ,`�, � ,�`L // -�- EX 103.5' � / / / ��4r' DB �349 PG 446 s� p � � , � 19+76.65 ± � � \ EX R L +8 �� � / k H ��EX �`1 >�, � � � • � B� �� R � / E 89q , � + 05 (� r END FUTURE WALL � � � C ' / C 932 199 � � � LOTpp` 6�, F 67.6 / W �0 8• � EX PL F �, , I � � � 8� x�sr, � RW � � �SF '93' �`��,� Yl 19 + 91.45 ± " l/O / \ ` g 3p. �k 48 CH Hc R� � � / • ` 0 ��� � �` E X RP - BEGIN FUTURE BRIDGE �S' � � � � ` � " ��'� 5� NCDOT �S � `° � � � � � � C `� % rs � T �,� � / DB 735 PG 258 ° � N N � , � S`. � ��i, , ,� � � � C� \ F _ - � � 90,0 c� �,'`� �`�� 8•.S• � � �c, \\ � U EA�jG�LNAMFt.GFRYEN � � �'�� `" _ n' F aT,^. v � x�sr,ti� DB 2553 PG 4161 ��/�` � d. m m_' ��: ��� � � F � R� i `° c``" �p�� . � `='// \ �,/ -�k . / � � ,� � Z�+�o.2� ± ,� � � \ a�� �� / � �� y� . �\ EX RW � �, END FUTURE BRIDGE O � � ��/ ���\ EX �� P`y� � � N ` ,•' � \ _, / � `' � \ ��/ � z � +\ k 98 p cy� \ \ � � / � �2 ' �` � c ����� GLEN" ' �' s� z � �: � . '� � '� / Q L T X\ � � / � C � � i � �� ° ,���� � � � � � k� ' �� � � � s , ��� � . � / � � � _ -� P8 - PT St 20+34 74 . �� � r �i��� � � � � ;:: - ���� ; ' � `�� ��-�.� � � , '� � � I/ �/ / �7 � � L���� � ,// 'J�' ,.; �y�� ���/ _��I, ��,������:i'L . �. ;/Ii�c�, � � �/ �� " �- . � ��� ' , �',.i' � ` � ; . .i , � �f %� � i /� ��„� ���������`ii� '''�is'�I����►.:���I,i���I UO. . � � �OS,� � � � '----__�_ _--_- -L��-"S�a �� � , L -- ^p� ,/' I�' ` / \�� �_ -- ------- --- -- -- -- - � -- -- -- � � '� s. - _ _ _� _ � . ----------------- �� - .� � � F�� � � � � � � '��'% � 10+25.00 ± � =�- � " � � � MTL -�UPB - PC Sf�. 2�'�59.99 ,'� �'`�' 8� 4Jr' ���.6� E R 5, BEGIN FUTURE WALL � iy j L `= � - -- _ � 24+26.25 ± V '---__ �� o � � � � TL -�UPB- PT Sto. 2/+99.12 �/ � END FUTURE WALL �Qv � ______________ � � \ / � � �p�� - -- ---- � � � �+ � � M��Y C. I�UFijiiT// F/A� 89�09 , �-- -------- �a � DB �492 PG'2i2 99 9'< ^� �� ���. MT N �// N 89089� F,, E D FUTURE CO STRUCTlO .�, ,��. -� � � T � ' '��^ - UP8- POT Sto.24+27.14 � a�� , � Fo p G�G� `� // H �"` �/,� 11+50 ± � 8� � , �� F�'O ��� E '"�i� END FUTURE WALL � � � ___ / -�lUPB - POT Sto. 24+3/.l4 = 87' 00' 02.1" E � � . 9� � � T �' /� � \ � /� � -Y - POT Sto.14+32.10, 20.50' RT �_ ��� F ` F � ' // � � // _ _ _ - s � � luUP9 POT Sto. IO+OO.00 DB 2031 PG Ir; � ��� -Y- POT Sto.14+34.47, 2/.00' LT �� ��� �F R 5' y/ / v �, ii � � i , !�� �� 89'9� BEGIN FUTURE CO STRUCT/ON - UP9- PC Sto. 11+5/.83 �`� /� // %2 s�• F // rHRFF °` - UP9- POT Sto. 10+03.28 -MUP9- PT Sto. 11+79.70 � // p �y . p " I�� � // °e � opFR E , �; S 77" 02 05.6 E �I -� �� �/ � T � � p r,Fs ,y 89 , ��, �,� „_, y � ; _ , �,� l `�/ � � // � �,s <<� � �qs,n � � %� END FUTURE CONSTRUCT/ON � �� / �� s ��3'6� F `���� � - UP9- POT Sto.12+42.79 ,;� � II � ��. � ��,� � .. N H � S� 6°" i�°�� �- �� -�UP9 - POT Sto. l2 +49.55 = �; � ., : � �� q M `� B9 �2 i . � / / � � - - ' ,� ♦ , t ��i0 �os 36� F �� � Q�� Y/ POC Sto. 29+28.8/, 53.44 RT ,�� / �� �s �. � � \ � � ��� " // � � � � � ? ? /�, r '� � SEE SHEET NO. 2B-7 FOR DETAIL 1 AND 2 TYPICAL SECTIONS U,f }�,,'� �� �p 3e� Y� x P� � yy�: ��� � //tT' `'�` �'p•o , '� / SEE SHEETS NO. 2B-14 & 2B-15 FOR FUTURE -MUP8- & FUTURE -MUP9- PROFILES � R 0 ryRFF p 2oS��oSE 75 �� �� /� �// cR • � �o�, o� R�a,R .92`._ . c�R � ��/ , a � / l/� � . , SEE SHEET NO. 4 FOR -L-, -Y-, -Yl-, -YIRPD-, -YILPD-, AND -MUP2- ALIGNMENT �� � �� `� �` �r � �' ������ ` \� � c�_ ����♦ � ? ������ �- �' , ������l�� � . /�,��,C-�6� � �` .. i%���� �►� , � � 19Q1�' I�•�i,�'�,�� . \ !�. °��° • ,������4���� � � c � � � � � m O m N O _ � � i � 0 � m ti N � N � i 0 � � i T 0 3 � � O � � m � N � N � i � � N � � 0 S- N �I � � N � � � W o � � � N �o , � H m � 0 a U i O � � m 0 � � � � � •-, m � � o N � � U N � � � � + a `� � � � O a � � � � � � � Q i � O U �` � Z � H �O i w �? cn � � � m � m Q i � w m z � m W h-� � � � a m ti N � N -+- ti j a o � m N O � � � N � p o� \ � N <O � � O o w �- � � a � � � � � � � � � � � � O � � � U p. i � � o � , a o � � � .O 0 � U Z O Z W U o � � z � w � � > a � H = O � U Z � � � w o w � J (n H � � L.� E N D-M U P 1- STA. 12+55. 84 = B EG I N-M U P3- STA. 10+00. 00 BEGIN -MUP1- �� - .8� � STA. 10+00.00 = �,, / � � `� . JQ � � � ��e V ? �' , � / ------------�- FUTURE - CONCRETE � STEPS � � ti �i ��PO � / -----/----- i �, �� � FUTURE MULTI-USE PATH c tic % `� Y7 &� 96 �L. +39 53' � � ����, - - ---- ���� \m � _ � �� Q r n ��, � � p'�� � �h 9 � BEGIN —MUP4— STA. 10 + 00.00 /'. Q. '� � ,` � Q l/ i V �' � �e\� . � �� i�� n �\ , � ti�1 `�\ ` <�s � : � �\o � �O I O� P/ Sto /6+05.72 P/ Sto 24+77,20 P/ Sto 25 +57.72 � � ,= 4�' 32' 20.5" lLT I p= 20' 36' 40.5" �RT 1 p= l9' 25' 50.8" fLT J �� �= 22' 55' 05.9" D= 57' l7' 44.8" D= 57' l7' 44.8" � � �_ 194.34' L= 35.97' L= 33.9/' l" _ 102.38' T= l8✓8' T= l7.12' R= 25o.oa R= �oo.oa R= �oo.00� ✓ = 20mph � = 20mph ►/ = 20mph „ _ n� „ _ n� „ _ n� '15 � U� �INSTON-SALEM DB 2 13 PG 2019 �pF,q eSFM � B 54 PG 182 S9 pC /g9j ° I e• � m I� HDR Engineering, Inc. of the Carolinas \ X o, � m 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BSTADIUM N o� � 7-19° E � N.C.B.E.L.S. License Number: F-0116 PROJECT REFERENCE NO. U-2827B, C-5620A RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Cpt�je 5�27 337.74' I �" N 66°48'07" E I �` 43,18'X S 6� / �' 69 S ' 96 ��� cn � � 9S q �T . N � ,�Qti9 END —MUP4— STA. 13 + 79.05 = � � ��, � �� o�' I � �I �I m / ACCESSBLE ROUTE 9 • - m - �cTyFF4 —MUP3— STA. 15 + 03.35, 15.00' LT �,o�. EASEMENT � os� m �'� \ 'PF�;<,;,. �O �� (PER PB 54 PG 184) � m � �� �,�o,� L �' O� s o�'P TRIPLE PLAY PARTNERS. LLC� _� — � <; � = DB 2962 PG 2882 J . oC o �' � Yl + PB 54 PG 182 N 2 �22'41" E O� N �� C � �u w H P 6� � R �; � 72 �� �_ � ���,�� LT • �� � I RW e I \ � �`"p, �, � m \ Y, , _ _ t � + �,•,Q � z I �v �^ w y� � UP3 PC S o. 5 03.35 ��,Q � mD I � I� � I �AR�A�� F�� � � �� O Z � S � , �, g�, � w � y � r BEG/ FUTURE CO STRUCT/0 W�� � � ' p �` p 62°23'03" E m � �m�rn 6i U/-"� JfO. ��+(�O.00 SE TRAP 47.54' �� m `;EMENT m� LT� 3 54 PG 1841 � m m 30.00 '� - U P 3- P T S to. 1 6+ 9 7. 6 8 Gk `"Z I c o � � . � �ARIABLE � � N � 16 +3 .00 ± '� O O � �� � '� �' "' o � HEIGHT BK y�ALL E �o � BEGIN FUTURE WALL _ _ _ _ _ _ _ _ -. �g � E � � � O � ; �( � —� � CB 24" C&G W O O � � 32�R�vATe �� � BALLPARK yyAY 21' BST o O �. '��,� m � UTIUTY _ CB 24° C&G �� 17 + 40.00 ± C� (PER PB � � --� E w � ` END FUTURE WALL � � � LT �T EIP� �. ~ � � s �;& �� - � ��_ � - . _ �-!� �< �^ � �� F � - . / _ _ �-h,, 4_� � __ ��---� 30' �o----- o ���-- � �►� — — � — � � �. \` �� — 64`l9'5/.3"E �v� ----,. :, � �� � \\ \\ �� \\���,\ - UP3- ----------- ± —��---- �� � . � -��- ------- �_ r � o -*$EGtPJ-€�-v1�A11- Y�L L5- - - - - - - - � � -- ��\ BEGIN EX. BARRIER - - - - - � � ,_� _ �,r., �.; .. esT � � �7 `��rB -�— --� —'—�_:------- ---- ------ ---------------- --------------------------- --- ------------ --------------- 1-40 BUS/US 42//US l58 �� WBL 24' RST � �� -� - ,, LT / � � � ', ����� �� c�� LT � �� � r , � �\ � :. . -. :� : � `�� – - - • `"s - - - 0 � � LT LT -- - LT v Gqi.G� %Q%/ � �� F p°TYP. ,�F " \� � � --'�'�C I� ------------F C� �-- L _-----------_,_.__�i, // �/ �,�j � �_—_£�`�, �� — -- L 8'vc ______ �-- SS ' � C � � � � � — — 24" RCP F — — — �TCB EX RW �<F ��//�/ SS J ' aSPGEN7 / �/ COR� — --��---��� ----------�---24"RCP�O CORNER Exis ING / G � D I / EXISTIN /j� EXISTIN / 3 ��� � - �( \�` O ,. �NG R�`N �5' c w m POSSIBLE LOCATIO . EX R qg„ Ce %// � EXISTING /�y � 3' BUFFER PER P `; �` _ � � o Yl R D�� 30' BUF ER PER PB 34. Pc s� oF uN i0N 0 . . . .. o� 15.00� 30' BUFFER PER PB 34, PG 81 � E� RER CON ORNER X� -- - -- t `" i � E E' I E N N UMENT ( - �' —� � E —� = E � `/ e w p� EX RW ``n � 15' PRIVAT QNITARY SEy�ER EASEMENT PER PB 34. PG 81 � m -- — — — P— -- N T cn N � _. E � \Q �'�Q Q � O S, �� 1 I 0o N � E E E tn N � O� GUS D. CARROS c, � )3 8,0 'H,l� �J6 ,: _ o• � 99���2 / ��w - � a' ,�� oo u� - DB 1774 PG 2265 � '� ��3�D�po � . 99 Tp F . 30- ,\ 'S8. T <o � ��' � � !°�h � • Q � � o^� 51 � '8 o� J) � � � 39 9S. 60 � So< I = �n � o. 'S � W i �'w S �, io.00• cn v� �o �� ow m o PB 27 PG 37 �� �� O UI N U) V1 UJ= NW =� ��,� ^� F (/� � � W � l/1 W _ pNl r*+ (T � N� � N W N `� � N m V l N fTl G I' e_. C� 57 15 6, � � cr m � N �/' v' _n nw NN �om � w o � m o� �� � m �� w w r � II 60 � 30• 3S n O O � � u' �v ui � � �- � O � m II � � ni �� � �.' N ivua m cn BUFFER �° �F O m N W N �o N� —.1 �,p .n „1 - W � : � W Z �,p N IV N 64°01'33" E 5 7 O o n cn `�' W u, a � u; N�o w U, - o cr r'-' II m �' r*' r*' �' m� m N °�' m N� �^' � EIP 100.11' � � e �� Z W v' wn w �; u' u+ `o � 6' � _;i �� m N w�� �� m m m v� // V, �n V' � c„ ,, - d,;, w p m �o u� �O U; � '� ,v O � I 52 v�' . `�6� �'S'°q S �O �, n� �, �� � o v,w � o N� � m r^ Ce o N _' � o rv `T A o� ��. �� 0= � S� • 08 %q.9 �'O S %9 5 �v -� m` o m_ � �° o- i,� _,, � o ,, o m .� o o � �� c � ' co�' ��S- �` % , �o o "' 6' � `� � n %�`-- __ . 'T' m m A cn � o _ r � u� 6' � � � �9� _ , . o - _" , � � � <n D /SF� �� ��l �k `��'�^ D QA ii� � S �I �. . �'�' ,r'' .rf___---- � v, � ° o N r" N 63°59'51" Em v n �� Q;�P� � 75 99 Fi�'�p, O. O ` �`� '� �� 53 ; ,� `"�a °�9- �RF.q� C� // �h �� �v O 1� • � U,q ,� O �h S 0 �� �ry /�.P � co. � �o��.. �Z V h� �� � �i ���T � �. / i �P � tc � � o h � 3 �� Y��� . ,, �: � C����'� �i���j �i���i h� ' - ' y - ' , �-i . � .. ,�,;yF , ., i .. ., �y`��• • . , �/%� : �r.+ . � , � 3�r � . . , , � .,�y . . ... � �'� � � ; �, • ./'_'. ,'/l, , , J � , � q,� .. • � � :. i ��.. �, � _�• �, . - • . , ���� :� �� ' • . • . �!�� � ` ��.� . * NOTE: SEE WALL PLANS FOR PROPOSED WALL LOCATIONS o � � w � N 69.65' .; O N � ' o m m iv _ �, � m w �, Ny} C WiC 1� m I � I m N �.�..� W i N W � � � 0 � M N Q � � I M^ 1..1.. � < I w Z J � U � E'P� SEE SHEET NO 4 FOR L Yl YIRPA YILPA -Y1RPD-, -Y1LPD-, -Y12B-, -MUPI� , -MUP2� , -MUP3 ; AND -MUP4 ALIGNMENTS SEE SHEET NO. 2B-7 FOR DETAIL 1 AND 2 TYPICAL SECTIONS --------------------------- SEE SH EET 1�1Q.2����Q��IZLUB�—�U��—PRQFILE S E E S H E ET I�t@��fi�f$��tJi�€ �fi�i�'"s1= �@fltf ---------------------------- c � � � � � 0 m N 0 _ � � i � 0 � m ti N � N � i 0 � � i T 0 � � 0 0 � i m � N � N � � � � � � � 0 S- N � Z � o i N � � � W o � � � N lD i � H m � 0 Q U O � / m 0 � � � � � m O N � � U N � � � � + a `� L � � O a � � � � o a � 0 � m v Z N H CD i w �? cn � � m r" m a � i-- w m z � m W h-� � � � a m ti N � N i- I� j a o � m N O ti � � N � p � � } N <O � � o o w �- � � a � p� p � c �- � � , � � � 0 0 o + U p. � � � � a o � � � .O 0 � U Z O Z W U o � � z � w � � > a � H = O � U Z � ��w o w � J (n H � � L.� � � � ��TS ��< �D� � �=OD I �n�� wm�� � �,o�o n-nC= vm='-fl c�x� p � ��,�< W � D �am �', -Y - � 2A ? "�� / ii � il$" � II � �� , � 6° sro � q,� -� F T R E I P � � �� ER .P��� � � _ � ��� �\ �" � � J . �R �,� �w: � � � �T,� �I ,., & ,�, U LTI-U S E PATH �� 60j \ � -r - � c 7 \ �o W T �H� R�w �� O � _ 0 A , \ � �,� � � _. _:. � , �; �-,-, _ � - � � -�lUP5 - POT Sto.10+00.00 = -Y4- POT Sto.13f56.67 BEGIN FUTURE CO STRUCT/ON 0 - UP5 - POT Sto.10+38.67 L , �., ���� �_� �",,.^ �'�!� -�N'�J`O O '0�7� ; � n� .,� i � w �, � ,, ; � > � � � �,� Q � _ :,� � � ti Q i � i / � �� � , SgK� � k EI � � . . � v ; �NV_ 3.26 TOP,g6 7, r .�, 84 �4� ,_ ., l�'.._ _ �NQ(`rr�� , -----�, c� �vl �� -�lUP3- P/ Sto 25 +57.72 P/ Sto 26 +6/,28 P/ Sto 27+59.75 p= l9° 25' 50.8" �LT 1 p= l° 42' 58.3' fRT 1 �= 8' 56' 07.�' lLT I D= 57" l7' 44.8" D= 0' 59' 20.8" D= 38' ll' 49.9" L= 33.9/' L= 173.5/' L= 23.39' T= l7.12' T= 86.76' T= 11.72' R= 100.00' R= 5,792.72' R= 150.00' V= 20mph �= 20mph ►/ = 20mph e= 02 e= 02 e= 02 P/ Sto 27+83.76 P/ Sto 30+35.9/ 0= 9° 24' 29.4° �RT 1 0= 4` 44' 20.9" (RT J D= 38' ll' 49.9" D= 0' 59' 18.4° L = 24.63' L = 479.46' T = 12.34' T = 239.86' R = 150.00' R = 5,796.56' V = 20mph V = 20mph e = 02 e = 02 :�, � �� :�i" ti N m � �': ,- '. _ -�UP5 - Pl Sto /2+68.26 p= l0/' 09' 32.0" �RT I D = 60° l8' 40.8� L = 167.73' T = 115.57' R = 95.00' V = 20mph e = 02 PROJECT REFERENCE NO. U-2827B, C-5620A RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 B-10 HYDRAULICS ENGINEER x ? �i;, �: ��, : � DOCUMENT NOT CONSIDERED FINAL N UNLESS ALL SIGNATURES COMPLETED �; , �' � � N ` �rpt�e m �� --id- r � ,�� � =: vi`i : " ��, � ��1I�?�e� a � �° l7 Z ►u � ��' � ,� '� �p 2 v, � �1 � � m � � 9 (n � ` Iv � � �� �,� v� `�2 m o�°i�C , i Ci � � �, > °� n, `O ~ -, N �� o N � � � � � HDR Engineering, Inc. of the Carolinas �� ti � , a 555 Fa yetteville St, Suite 900 Ralei gh, N.C. 27601 l�l 7%49' 38.% E � ���� `� N.C.B.E.L.S. License Number: F-0116 ��M� � , SS�B�E � QEIP � 48.7q- ��� �� - UP5 - PC Sto. ll +52.69 � z �� � ��` ; � � �� �-�'� - .� � �_ � � 8� z ��q � E �v„ � � � \ � � � . _ = 2 ���a37, _. _ `�U::' / `r� N _ �� - :;. . ',. lp � �\\ 9� \ _ p �_, � Q m+ .,�,�� I tn I . .�..,._._ � _ , •, �5 � ` _ _ °' � � \� 630 � � ' . 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EARLER i / \�� �`'�' S $� � ;,.�y- t N 82�s�o5� o ��� �oNc�2�2a�37'r . a��Z �I I I� o s9.83� �� -� ��� -- � DB 2 � PG 2725 �� �oN� ��� ° �� s�� �60.03- E _ �°' 1 .s2, , �,? �� I I I N 63°55'2= ���E N x�' I�~ �'� L G�Q 1 �� � �, \ < �� 07°Og�21x E �- Spj� �� ��<� � �� � m u+ o' � � � � �J, �c�� F, O . � , � 27,�q, 1i 1 wz � � � PRIV TE ACCE o � � �� � , S� �� � � �• J' � �i�1� O Gi!` 'lA I � �.l I � -� ,f�� I �'I E- 26 PBE5qNp � Q � �, � 1 � � .� - p0� � ��;yc �/'Q�.� \°��' � S p 'l� � , � �� �� � �� � 0� 42' BST tPER E � � � � �0^ C&� c� \ d' \ � 82°3g� � � 1 0 ' , � 62� � � � � o c s -�. ��.� a� 9 y c� � � , s84 w � I -0 22. � � �, � � o • \� 6;\ ,- � y ��c. � S� ISg. � � �%�� T + N 63°12'51" E - - - cR � �� �, � I �1.1 \ � � �0, ti� �9 �� �� �\� 6���,p��A / / O�� ,� j 39 g�2�• E 66� � _ � � � � � I I r // � �� E� --2�&��� 51G T � � i � ��N �� � � HARLES A. PHILLIPS. PLLC ��, �' F Fp O S �•�� -,, � 1 � . � �� � � w �' �� � � � � � � � � � � ae y �� u, ,5; �J,DB 2837 PG 68 `�a�� , -o r'� � �� � G �R,56� � � Iv � �� � I � • I .. � � ��-� -�-� _� � \ , NT ` � \� I n - o � o < � a �. F. R I v, � � �- R .� \ o � 2� �. �. � z o � ��,. - - , . � � I I . . , "� F � � �5 �,�. p,0 QG � , S �, �w � � , N 82 0 � � �„�; � � _ � Y4 + 40 Ep ,� o -88 38 2�^ � G,r ON� � �� L \`r� �`, `, � � � �8" � � � '� 4G a� .' � 07° 2i• .�� 8g��2` SS - UP3- PC Sto. 25+40.60 75 �,: , ` �S�•6/� � � \\�� \��\ �.F � N`P �LF'Qf'L ��.F, 38p� E S 82Q3 �� I 89 �i �� ��� Y4 Y4 + 66 � . � _ . END EX. WALL -W_L_6- � S 890 - 00 06 � c' 9L \ -o � . Q ► e �',�a � � � � . 9 58" w �Sg. , � � y ' �'�j �� � �� � _ � <� LL +51 EX RW G �►i q�„ � J'�-o oy��\ � �r`,� �, . �, 2.' � , - - 3p I `^J ��NC 8�' 56 3/.8" E �2 58.57� Y4 �- �� � � � � --� �a82 +� - UP3- PCC Sta 27f96.05 �� „c q.�, �� \�,� �, r • �T '� 47' "� E D FUTURE CO STRUCT/0 � I��' � � �--� - - -tilUP5 - PT Sto.13+20.42 �� �� ,� � I x . �, z -luUP3- PT Sto. 24+94.99 3 6° coNc c� UP3 PRC Sto. 27+7/.42 �� N I! � Ro +, � �, � � - UP3- POC Sto. 32+72.18 = � x �, -� ; � � rn -�lUP3- PC Sto. 24+59.02 o v�' p , ���,� � , ,� �������Y, �� , ��� � � � � `� � P�B� - - f � � Zl�:,- ,� ,; �,\ � 263�PG 2�8 f m��� \ \; _ _ � � � _ ,- �A UP3 PRC Sto. 27 48.03 p '? � 3 + 44 �'',, ���- �lUP3 PT Sto. 32+75.5/ _ . � ° ° �' 7j -�lUP3 POT ��- S l' DO' 49.4 E �\� � �� Ex Rw -Y5 - POT Sto.13+33.12, 2/.32' RT � 6` BL OCK C Sto. 24+35.96 = i�� b.,9 �Y +42 I�� . wa<< �� "� -Y3- POT '�, - UP3- PRC Sto. 25 +74.52 r -�1UP5 - POT Sto.14+83.27 = 69� � 2� �/ < �9 ' � 1 ��� • _ � W Sta 18+42.18 � � - UP3- POC Sto. 28f39.38 � � �, �,, � � e / � � i so� � � � �� \ .' .8q, S �' � � �� � � �� � �� i ,X, ; �zo ,, � � � x � �, � �, � �oNc �. -�UP3- POT 27 � I I �� �� �� R�v = n �����:. Ao 2 � � � � � �o ti -- (%i _ �i � EX RW I I ' O �� _ ,\ C EX N �, , � e,: � Sto. 24+15.46 - N � 4- � � � � ,� 5 , EX,Sr� � o � �, 3� _ � �.o ' R 10 �� � "� � R � \ Nc R, I � �� L + 00 � � -Y3H- PD% �%x�sT�Nc � �69 ) S � 2 g^ - - � � � , R/`� I � � � -I�UP3- ,� �' / �_= ' BST 4 ' Sto.10+3/.62 _ - N � �I � -� '�- � N 23+35.00 ± _ ' \ � � ' � ��� � GT�• F L -� C � BEGIN FUTURE W n N � -�IUP3 N ^ W �� 5S CO - 3 �iT ---� � �.. � O N Q J \ . � � �� r + �� � _ R 5' � -� _ - �� , _ ` � _� _ - TYP v M � � � ---+79�2� +Q4J8� ---- '� � � _ ' -Y7RPB- - _ _ CP O� _ - R 5, _ - - *END EX. WALL -W L 5- ------------II -------- O ,-- - - 65, �LQSNC �v i � etr _ - - - =Q - _' 24+05 00 ± TYP ,' � *BEGIN EX. WALE' W_�_6- ��__.- � - ` BEGIN EX. WALL -W L 8- II � � � \ - 0 � _----- - - i�0 �� \ � \ / �C,Q � END FUTURE WALL _-- I I �-- - �, � T� � � , j P -- _- ._,-. 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' �• �� � i ' -• . . .: � i51iNE � � TO E CUR �-`N- -�nDl /,{o� �', N 37' 'N/LT om � o &� �LT � Z�.olo, ll�, ��og�: � vu � ��"�� � - - - - _I�- z — (, 5 � o m �� � -�� � �--�� EIP N$ 62.27 3n E 96 `N�I � � � CORNER BST ;,� �n d - cTn�F � ��n„i� _ �I E�� I"PL_ cn � � � � � N 82°I9'S4° E D R-- IQ T� o�o � � I 134.10' 2° MT� � - UP6- POT Sto. �2'f62.�� _ , I �_ � I -� Y8 4 O p,PT �� I EN ���� � 25' -Y5 - POT Sto.17+38.59 , , � � ZSBK � � , --� � I � � � �TE � '� o o � a'BK ° _ � _ _� � �_ , � ��. . � � 1 � Y8 + 17 �L - uP6- Pl Sto.12+42.95 � �A �`, EX RW SA�, END -STLWY- STA 22+60 00 � I : � � 2sFeus = esr D6 �i o , I BST � � q;� �,�� „ I � I � `� . 7 , ._- , " � ,P � / HIS I� ��OPER � � � � ����� / lJ � m � m �� N Z � � m I� �� ��'h � V� $2 C � �� � � � _� �� N 82°IO'20" E 182.22' N 81�5q 43" E o� _ o� o0 n� �p/CON I � I 20.00' ml I 8 �� P��. � I S T EPS r" 4S HOTEL N N c.i� I �' II I uic a- o 5- z oi2 0 °� �"' �? P'` � � v, r" \ Q; � � �T II1I BIG DREAIyIS, LL� A �� m _ o \ E�P ��R _-- � J� DB 2235 PG 380 ' �� II� � �'�P � � I � 1 — — I \ �n � � � p, , �_ S 83°30'44" r_ �� "' �, �� ,\ ��'Q' � � _� __,�.� 2�4.39' � II, I HTBT PROPERTIES. LLC r,., \�on.��� 36i� � DB 2984 PG 4467 `�� 'S �9S N S2 01' \ �1' 36 g4" NA�\� � o \ * NOTE: SEE STRUCTURE PLANS E'P � No ����" \` `� S FOR PROPOSED WALL LOCATIONS '' � � o � � � S ��.`,` ,6''° � � m ti N � N � � a � � a F- 0 0 U Z LJ..� J m Q H- Z W � � a N Lf�1 � W � H � i- Q m ti N � N � O � i � c a� � 0 0 U � � a � 0 0 U Z � W � H � � ti O N \ Lfl \ C9 W � a 0 Z W � Z � Q S U C � � U) J H Q � W � 0 � _ m � N � N � / 0 � Q U / � U .� � L � T _ / m ti N � N � / � � N L � O L � C i � � O � N lD / � H m � Q U O � / m � � � C C O � U � � � � c 0 U a� � � 0 V H I � � m m m i a m ti N � N � / C O � � -i-- � O a � C 0 � � � 0 � � a � 0 0 c 0 � O U L � L O Z � � W O W J J (n H � � L.� BEGIN�NOISEWALL BEGIN TIP PROJECT U-2827B F 6EGIN CONC.BARRIER BEGIN CONSTRUCTION ' � SHLDR WIDENING � -L- Sta. 5+92.00 � -L- PCC Sfo.6+6039 � �� � \ ti pp ��; \�� ?pCL 1 , q5 qq � `�,.6,- -L - PCC R 3� >; � '°,s��„� Sto.8+735/ \ �� \ �� 'y� \ -l- -69 END \ CONC. BARRIER E��IE TOSBRDG� � �� � F . � GA8 �, \V • . -L- +87 END V CONC. BARRIER END NOISE WALI TIE TO BRIDGE �; � � m m�� C 219 INSET A � -Y- Pl Sta 10+6628 p = 2'49' 24.T' fLT! D = 3' 29' 45.(Y L = 80.n' T = 4039' R = 1,638.97' V=EX. e = EX. Pl Sto /3+6/.5/ �= 8' 58' 55.2' fRTJ D = lP 27' 33.0' L = 78.38' T = 3927' R = 500A0' V = l5 mph e = 02 -ir f'rST, -Y�B- P� Sto. ��+�5.0� �p /F o56 0� � 2�� O oz li1 74' �4 4' MON. � Z O Oq CONCRETE // �3 �Ozz ISL4ND � F 33� �+ r ^ . :-� �Q � ro � T �-�� + -Y3- Pl Sto 10+53.94 Pl Sto 11+2426 Pl Sto 16+95.99 Pl S�o 20+1OB9 Pl Sto 20+52.77 �_ l8'30'3U"(LTI p= 3'39'37.9'(LTJ p= 0'58'17.2'(RTJ p= P32'58.3 fRTJ 0= P43 /8.8'fLTJ D= lT l8' 242' D= l0' 34' 33J' D= 0' 25' 293' D= E l8' 28.9' D= 2' 54' 3/.9' L=/06.94' L= 345/' L= 228.68' L= 24.56' L= 59J9' T= 53.94' T= l73/' T= 114.34' T= 1228' T= 29.60' R= 331.06' R= 54/.76' R= 13.48753' R= 908.32' R=/,969.7/' V=EX. V=EX. V=EX. V=EX. V=EX. e= EX. e= EX. e= EX. e= EX. e= EX. o, � Op „ � O Z IN R A F ^, �, � y oz oo � RE � R� ��� t~/) Y � �a� 7' � ocauRN �NVESTMENTS.iNc. � ox °` �eP \-/ E---- � �8„ ce-� \ y � DB 2047 PG 659 RETA � PB 16 PG 127 ... QJ� 1 ,p� 9DE6 Pc l o�� � � � F � � tl� ��:?`0�'45'Vr,. � ��,�r� ca RE E a DI � a �� . Q '.'v39' �$ � `�l� �� CB P � � � � � 2� , � �k - �, � � �' Z J) 12 ;� -YIB- PT Sto. ll+ 5.0 e � Q - J � QJ� � R VE J � ��-�/.�P�N F Y Pl Sta 12+0028 -Y3A Pl Sto 12+42J9 � l -Yl- PT Sto. /8+99.49 � 4� \Q��IP�� . � DI e�N ��� �e��� E�E Y p= r 32' 58.3" fRT) p= r43' 18.8' fLTJ BEGIN CULVERT �'��' �' � -MUP3- STA 10+23.00 �i� X �' 5���� ' � D= 6 27' 12.7' D= 2' S2' 44.0' __ 1 ,o .�,�'a � ^� ` �� � ������� /t � -��P��� ~~~ \r�'q� < / 7 /' T -Y2A- POT Sto.15+9683= -r - oc ro. n+ . -Y3- PT Sta.11+4/56 // `�"BROOKSTOIVN OEVLLOPMENT> PAR'fNERS. LLC / � ➢�� Pp, 54 PG B2 ( L= 24p1' L= 59$/, / _ 11 i �wG e� 9 e- F \� aennove cs k� � T= 12.0/' T= 299/' _ Pl- POT Sfo.12+55.84 = �/ ti� �PQ oaa ��� � c ��cP A; ` R= 887.82' R=/,9902/' / P2- POT Sta. IO+OOAO = � - UP3- POT Sta. IO+OOAO `� � � �5��� R �`Fs �� V= l5 mph V= l5 mph � R � c&�' SPe� o \ e= 02 e= 02 F �`� , 9�� e �otN -YIB- POT Sto. l2+15.39= � �� � � Q \ i� e�' -Yl-��t 1�+6-J� B GIN CONSTRUCTION �o �� � ,�t,- RE �E �� o. � ,' �� '��s �s o �. s Sr�r ozr• E `�� �- �IVI U P 1- Sta. 10+00.00 � ��. �,� 4 .� � - P - POT St 10+00.00 � b� ' ��"' � P� �` ` � U / O. / .`�+e� � .' '� oi as / ��,� � -!UPl- Pl Sta. l0+13.43 �� �q ,Pe�,� o '" °,� /' MUP1+�14 BEGIN 9 / ,�o k'��� 2 RE / RETAINING WALL � `' � OO � F/ V �� (G � / � MUP2+61 BEGIN \� r� C � C . �� 0104 I 2 i 043 /� RETAININ WALL Q QV ,E, � � . � - UPl- PC Sta.10+88A6 `J � \ � �� �3 qP�' �� *Q�2 '3`e REMOVE 1B � O8 � x �. �' i � ��F; o� o P� � F �• - UPl- PT Sta. 11+47.0/ ��// � `�'. ,ti o� e„ ,' M � \ 2 �o v" �i� CF- � ^`° C G ��, �z f� e nno ie ti�s m -MuP4- ���' PROIECT REFERENCE NO. SHEET NO. -Y2A U-28276,C-5620A 4 3- PC SIO.10+00.00 PI StO lB+ZO.36 ww SHEEr NO. �= 28' 24' 34.9' fLT1 ROADWAY DESIGN HYDRAULICS D = 1522� �ZB� ENGINEER ENGINEER L = 173.54' T = 88.60' �^��L & FILL R = 350A0� EXISTING V = 30 mpn `4- Sta. 10+28.77 e = � 3- PCC Sfo.1I+06.94 1 HOLLY AVE. j HISTORIC � DISTRICT DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED -Y A- P j Sto.17+31.76 • �� � � �� �CptEje � i i-�,- P T , , + � a, z • �RETAIN - A- PT t l'�' I MH 'r�rniN 7�� SP �11 HDR Engineering, Inc. ofthe Carolinas � oaz o Mw J 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � RFTq ��•�20 �` N.C.B.E.L.S. License Number: F-0116 n� N 411 -Y2A- POC Sta. 18+99.80= '� � � � -Y - 0 S�a. l0+ 5.08 � ^'N - 4. � 043 056 REiq� N �B� �, 4 �. W -1- ,� aizi p F Z ^ � REMOVE 15' � +0 o FZ 4 1 �F j(� _ �� •s N I . Of 15" RCP I _ CB E�\ F J ��� W y REMOVE CB I �� �� �� �� ce � Z W � , I REM E �. U � _ ��'.:: IS" CP IV B � y N � � RETAIN MH II J P P ^ Pl Sto 10+80.44 • �� 3 � �° `� �= 8r i8' 18.9' (LTJ J II � 3 -Y4B- POT Sfo.10+00.00 = m ;� an d�1 � � � F � QI W D= 63' 39' 43J' � -Y - PC Sto. 11+90.07. 16.50' LT -Y4- PC S1a. 11+90A7 ca 1 N N L = /27.7/' " � m 13 �- T= 7728' � a ia ly 28' l4' 35.4' yy 41 ,5, I9m�� �'��_� �rJ -l�4B- PC Sf�. �Q�'��J2 C� I� RCP-IV R = �.�� � 2'-6" C&G V= l5 mph � mp> 16 -Y4B- PT Sto.10+84.30 = ' e = RC " " � oJ '"� � 17 S 8505' 52.6' E � � "' � i x e�F� 2 -Y- POT SfO.IO"fOO.00 WEST END // E �WRETRINIFENCEALL / Q\`� ��OL�\ O MO CB 043 B I CO STRUCTIO N n�� � e � til 41 15" S 2'Q3' 58.6' . YIRPA- POT ta. l�/+6�/ = F/ ��� � � � " � ecr-iv HISTORIC DISTRICT P� f Bc�� - u - 0 Sta.1o+00A0 = � ��' ��' ��' "' �" / -Yl- POT Sto.2/+ 9.99 e-E`�` f � a' F -�: m F �B�F� -Y- PC Sta.10+2589 � o`� aeMove F 2 ,E -Yl- POT Sio. 19+8682.5486' LT 215 -Y4- PT Sto.12+88.54 � c� � S l0' l0' 30.T �'� � U, � .s ,,, - P- P f I � �J � MUP2+23 END C �] O � � N RETAINING WAIL � 2 43 E� -�UP4- PC Sta. 10+03J5 �, END CONSTRUCTION � F� 's END CULVERT BEGIN WALLS `"es"'ch;'S, E II^ N erzrarE W� � -YILPA- POT Sfa. 15+3389= Ob �B�F� -MUP3- STA 12+27.0 'P�,eq' �° •�� 1 9oso � �, mom MATCHLINE -MUP2- Sta. 13+80.12 � � R -o, --� - -Yl- POT Sto.2/+68.99 zoo-�o-aoo � Q F - UP4- PT Sfo.11+30.87 B�;E�n�� x � -W Yl 2- +14 Y1+5 BEGI 410 1 0-11A �� / STADIl1M '^ b� F.-. � :.. -Y4- STA. 13 + 00 - UP2- PT Sto. l4+QQ,(2 . oise nu , w ti s z7•s7'�9° E -Y- PT Sfo. 11+06.65 `� �' 4� � ti 66�4 �;� BEGIN RET. WALL / � � b 77 i4 I o� END ORN FENCE /� / JQ \�� � � � p I mr BEGIN CL FENCE V / Q' �. p5 . 43.8 X ES �� / ��'� -�- Pcc sro. �o+oo.00 �_ ' , �,P� ,5 0°`� � o y � s . �1 � _ ' -r3- Pc sfo. �s+sLsS _--- SEE SHEET 5 O � � `F- �G i ^w � -YIRPA- ST Sta. /5+/9.47 ���� � eg5g,g60� .. � 89.83' UP2- POT Slo.14+08.85 3q. Q �' F,� � � s ,', n^ N 63°SY28' E - Y l- O l 0. f . O� F i�at 0 , ti5� � a S o l �^ \\ \�, / ss ,�.5 �nm o e, � �_-__ � � 11 -'CB�F) x"'l 5 d.. Q _ � \2 W '� ACCE55iB�E FOuiE 9e ��� --�. - , �_� _-,. ..ti2' - O DI F o, eASEMENr BEGIN APPROACH SLAB �/ +9z, eNo p o O �.�f X' o°' as %. o` 8 � � ^nur3-6q eND o c F �� -' -� �u E W Yl 2- K (',o � 0'�F o„�ro �c[a aa sa vc iea � m ;13'IY9' E % RET. WALL �� .� a9 ra. - lUP4- POT Sto.13+79.05 � m�' ���---� �� -Y- STA 13 + 01.12 � � � o` � - � o TRIPLE PLAY PARTNERS.LLC J ca O � RETp�ING WALL = DB 2962 PG 2882 I3. 0� oN ���- Q"�5' R�� TrF' TOE PROTECTION P�/ 3q ?� ��� ' o /�i. % PB 54 PG 182 N 222'4rE Oyv ss .�-_- � BEGIN BRIDGE F F o z. oti o o �- . '� oa�v �- - .`, S E E S H E E T 2 D- 1' 3 � C l 200-70-600 �C` � P / \ CoOg y � �T� I ¢�� 6"S T ON E C U R B __�. � + 6 BEGIN -Y- STA �3-I-�S.�Z r V oeTaa�a� \ �� a r �- q ' . - � ONC. BARRIER � EST. 75 TONS p c� R / � 6 °` e � ➢5 $Y. GEO-TEXTILE �f GQ �' Y � �� 1.0-11.0 " ��. b � �FT To 1B w/MH a�a °"� �BROG�� NOI E WALL � � \ , � �\ � C \ 9� T> I_ N'^ D E V�'.. � neTo BRIDGE ^'2 - L- P O C Sto.l3 34.4 5= ti BEGIN CONSTRUCTIO F UF F ,y q; RF �+ � - F �BF °" i �xJ 9 ti - U P3- P C S to. 1 5+ 0 3 3 5 m� /- ym r ��----� �=m P P eTr, -/� ! B � � \ Wq yAPIdOLE �IIDiN 'J O i � 044 fj w { � MUP4+79 END e � I o I, m eusuc unurv cnseUe�v 9�� T i ._ �� � oaoi -Y- POT Sto. /3+65.76 R } SLIP LINE EX 48" RCP p 2 � F i �� � o c F � -YIRPA- CS Sto. 13+5/.47 aW �, o z � �PCA Pa 54 oc ai� „ ae e � � 15" p -Y- Sla. �2+0O.00CO�LAR AND EXTEND UF � O !- � � �'� '� G�'� ETAINING WALL -� w I�� ' 040 2GI(D� RETAIN CB +5 END v W/42" RGP-IV 411 CB�F) �� � J E VE (,�� / \ � F �F,P �� �� 15„ o, '�II - - �➢. � W/PG +5 BEGM EGIN ORN � BEGIN APPROACH SLAB 045 \ p b �� x� Q-�' C CP-III E N D C O N S T R U C T I O N �.'_43 E / a9 �T � � �' � � V � CONC. DITCH i � � 'L� 048 "' � m I 30.00� L 5 � FENCE -�'�- $Ti{ 2Jr+9�.2� 045 HW � Q 7g�- REMOVE � d/s o � -MUP3- Sta. 15+80.00 = � ��.. J- •` �-E \ �pb 6• HW (• 0 Q\ 4 16 w/MH �B '� 2GI(D) `"i � '_ �. � Fi wiT � Pj„ �B _�_ +io eNo BEGIN BRIDGE 199 e o � Q> o-YILPA- ,9s oti �ti � W,� k = I c o � � � r i+ �+4 . � FUTURE -MUP3- Sta. 15+80.00 G `y1 LO LE "/MH yGl ORN FeNce _y�_ STA 26+14.21 � ry Q' � G 412 w 3g� � ,'�`�',y \ �p 47 VARIABLE ^�i � �} y W� G' p) � BEGIN NOISE WALL >?�• R C �0 q10 m +9 ' /T d- O � o. �Q � REMOVE HEIGHT BK �yALL � -L- PC Sfo. 33+69.84 �,�' C / - I� DO NOT BURY PY� � � R EM OVE %-,o p � �' y, O T C B - - 7 � -- P S to.17+44 (�h � +9e, � o- v,, zc -YIRPA- SC Sla. 11+68.00 =�--__-- c �,}� � � - V END OF y �n3 MEDIA FILTER, �B �b90 � � F � .5�3 - CB �4'C3G RETAW SYSTEM ob dj. 412 / +15 END � -YI - POT SfO, 27'F .�S 42" RCP N COLLAR + CAT-1 Um SEE SHEEf 20.3 -Y LPA- CS x � �.,_ � -P �N�FG �p �p FS R6? _ �- ' ' 3z�erva*e a¢es{�ar�o � ' . -� , :"' 'T O p -� CONC. DITCH , a o „ U . I =-� OUTLET CONTROL STRUCTURE Q{ J(� `�' � h� � F �� 9i UP3- PT Sto. /6+97.68 "�� ,,.i�i.Y E>SEn�ENr �B �i h F - 0 CL455 B' RIP RAP 9 N �- �149 END � G� � / � _( �_� -= -Y3- PT Sta. l8+1033 = � ' � � -� �+ O� H'F/ J. O � I ti O R PB 54 PG 1 \ cw � C� v= O � S- 7 CC� � � �b ` 0o C �,�- _, g,q ?q EST.2 TONS i , ., 9y . � w� $EE SHEET 2D-2 i __ . `\ � ,�ry /pr -� �s � ..'. i. V - '�11 5 R OV � I �' AND_T CK `�. �\ .. - ' . . .L�' +5 BEGIN 7 �� 7 SY GEO-TEXTILE N E WAIL O , b � � 3 W/SLUICE GATE -�� � �P '� � �° �,---, -- P '�'" -Y O f0. lO-l'OO O a Tl-2 S� S C BEGI NOISE 95 � 470 _ . 220-60-220 �` x� . � ' RETAIN ,-- �„ � �`� ����` ^� � +03 BEGIN o o e � RET. WALL 1S, 18` CSP , CB�G) - ,�,F -L- +31 BEGIN W C NC. B RRIER � � � '� TYPE NOISE WALL b ��P o III �o F +l0 BEGW C � Q TRENCHLESS ������ 6.0 � WALL 70 J 0447 WiELBOWS 412 COLWR STRUQU � �c B ��� / 4�2 �����I � � C �^� -Y3A- Sta. 10+19.28 RETAINING WALL x p o h � q �� � 2'-6"C&G/��� - Sto.�4+87.96 AND U o� �.�p � ________ ��i 0471 /�GRADE k� RETAIN e +25 gEGW CONG.DITCH W 3 � E%TEND Xq J� L INSTALLATION � i� ______________ �� I /TO�DRAIN 18 p 2GI(D RETAIN T TIE TO BRIDGE 0� � OVE�\, � � � � +CL FENCE � � 42" WELDED STEEL I li� TOP OP FILTER �II Conv.D1T0 �i�F ,;yp/,ry 4' 2GI +00 END CONC.BARRIER -YIRPA- TS S�O. �O'fOOAO = BEGIN RETAINING WALL BEGIN BRIDGE DECK �A L �'(/F\ _ Z ,pFT ��h o�0 ti �' DI \� � / � . - I . =814.60 4 1B wmnH - _ -Y3A- STA 10+48.50 4142GI °� � > >�. 4>> ' F �.,.c .�.I � � „ be W/FG EX RI SSWAY GUTTER L- POT Sto. 27+73A5.29.50� LT BEGIN CONC. DITCH � �` w N • N �^ � \ F +28 END \ W/FG �: o A YIL TS �O'�'VV � � ___________JI R / � � x0 �cE AIN q� h � P66 BEGIN�/ � Cp � � �E 047 UP3- i665 BEGIN V` MJ�-� R AI CB � o� � �� ' CONC.DITCH R'T. AL 040 �� 0409 412 .(�Q �2 41 S � , -L- PO 22'�'22.86. �. Z. . .....--'---- �� /r 047 gt�` C _------1_____________ \ RETAINING WALL / \ � � _ �IID END �1B wMH -_ RETAI Q' � \_ ` � --_--_____�_--------'S I(g�IEj,PE_` �2GI ,� �C W z - C ��� TOP OF B A=61620 / P � - C (040�, m �� TB 2GI 046 .! + CBF 'b �_-�----' 2GI 414 :� ��� .� 040 OVE �. 0413 CONC. DITC � 1 R III � g G �� ---. - F 18' �� BETAIN 047 x � _ 048 � 36' � � � . � ( � 2GI +77 END RET. WALL EN�ONG DITCH - �� / � zs ` - � � N � DI ,� W/SL FR. � +06 END Q I 84 BEGIN ' C� BEGW 2Y � � 049 � (ryp) +50 END I � • Z CL B' RIP RA� TYP �` � �_ 2' BA SPECIAL CUT DITCH l � �, NOISE WALL � TYPE END BARRIER, BEGIN �UARDRAIL ( I � REMOVE )'� FS B-. 2GI WiFG CONC. DITCH ��� I� IB✓� E ESF. TONS 7 �RE VE CONC. DITCH < ca� ��- -YILPA- SC - Rp EE SHEET 2D-1' DETAIL 'H' � � I � �� �_ . �� 15, GRAU 50 047 CB ^ .Q� ITYPI N J SY G6O-TEXT. \ N,o IrJ�L. � / � �O I fO. II'I' . .F O N N OAS O � ' SPECIAL GU7�ITCH � '- � '--- ' 15" � 15" y `'+15" 413 �'� � o� CB�F) t - 2GI WiFG 18" 18" 2GI W/FG N � 2��% � �� � I 15 "'-' 4'� � TB 2GI 414 15" TB1B .o � o-, o 0o v ^' � �, REMOVE CB d I 040 SEE SHEET '2D7� 0 END � '� '° `" REMOVE "-' - + W/$T. FR. w r n ro T iO e o o'� `^ ^ e M ' 7" RCP II ' �� �. " W�ST. R. �0300 w RE VE � 04> REMOVE REMOVE CB � o o � b o, �� o ^� o 0 0 � REMOVE GB � A REMOVE REM. CB �� c' o RETAIN DETAIL'e' NOI E WALL �� � o P R�n �- - -- -- � - o o� _ iMH � `� o F� ,c _ __ __ _ OVEEB= _ _ _ ______. ____ � , _____ . _______ ____________________________ _______ _______ 648 _________________________________648 _ _n ____ ____ __ ___ � s +75 BEGIN BEGIN ORN FENCE ��� �- p TB o M O� � � T �L, B�IFIPIFAT w REMOVE 30 LF o N o v 2rj � � - � ,3O � o o �049 n = � ONC. DI CH � +Ob END � ry -,, /SL FR. - � � o o TB I � a CL.'B'RIP RAP \C NC.DIT H �� �n w �U I E5T 2 TONS F '� p N 50' TYP s� 7 SY GEO-TE%T. w CB w `^. N�u� , CB � ( � � ZO -L- �--REMOVE ^ N �O%� II.� E m � -L- 1 ' RC -III in � 7 SY GEO-TEXT. \' � P �SO TAPFR R�'Cn '�46 ry _� 15" RCP_III 75" RCP- „ M ' / END BRIDGE � °3 ig' __ �� W�SL FR. ,o �' EM E N M ..�,0 �� SPECIAL CUT DITCH ,� �v P i� � j � � REMOVE CB j 2 '^ � i� � m • � �z C ,� w/MH rv "' 0 0412 a ' w � no w o P �� - � m t° r 2GI m w vi EM -Y- STA 14+15.90 • 4 ns3 BE�iN -�-T�'�-- u a � / . ��B CO DITCH CP-III . ONG. �ITGH TGi'- � lo �,� 0 2� T RE/,q �3`� � � DETAIL'6' o� � REMOVE CB� "' 2 °" ~ e � �' � 049 +51 EN CONC.DITCH � N CB q_ , -- _ _ _ _______ � O � � � r�REMOVE_______ REMOVE CB 2GI N � � END APPROACH SLAB � \\ /' � �5.. /FG /5 . FR. 02 0 o ry , n ° REMOVE o ,� o M � H / CB 300 TAPE -� '^ 2GI W/FG REMOVE W/F / \ o o ,.� ^ Z ,o 0 0 0 � 15" +63 BEGIN NC. DITCH F� �� ' -Y- STA 14+29.$9 � / 0415 2GI ��-- �8"' RCP III ` ��^ o c� v� o o � � ,o o � �_ 2GI W/FG � 2GIW/FG 2GI W/FGc+ � 18'" REMOVE CB -L- +18 END NOISE WALL �-REMOVE 1 o tq � / � an � o ,, aeMove _+ �+ � ;, �e" is _� zci I a � \ \, RETAINING WALL - 7- 47 END P 8 RC�ll l � 1 y � 0479 GRADE CBy_ 2' BASE LATEft4L DITCH a � 8:1 � ^ ________ �\� � __________�y� RETAW ING WALL i � F� �Vl�FG 049 J \ NOIS@ WALL �8' o TO DRAW � �EE SHEET'2D-1' p 18" REMOV F- d8 �(p'd�j C BEGM CONC.b1TCA--- i / . 0 � /FG ) ' � DETML'\' _ F F �.� 0469 `^ 047 �/ � RETAI � � '4l2 _ � o ,-b° Mou�..Cs -Yl- PC Sta. 2�+32.96 DI 44 44 T(TY,P. L� 418 � o� / - ) 046 2GI � i� 046 9 � RETAIN C C C� � 5 3 � - UP8- POT S1o.24+3/J4 = � � FOR UTLACCES�. CB( 2 BEGNJ I-L70 ND pGl `�// / 049 / �W�FG i ^ `- � ti RETAIN�L� � � F RETAIN _ �� 0461 i - � RETA CB � SDWLK W � , Y- fO. I'�' ✓ ZO • +73 TIE C8G �, � RETAI W�H{A�Ly��p F O � RETAIN�� � a � � AND SIDEWALK � Q`� O� \ r 2 CONCFL}RCH ND �NC.DyT�Fi \��� ADJ /�l z� r-- - TAIN 1� � � E N D C O N S T R U C T I O N � v To E«�ST�N� END slfl e �` 'F �° ""'"� � (F'� A C7oV1Bg\ 8"RCPIII /TCB/ *e �13 p_�' O"CSP�H � l i0 D BARROIERGIN O 4 RETAIN 048 - ` ��- to /+9 , F E N D B R I D G E D E C K � m -Yl- STA 2+�Q0.9 �z" s � e�� 44 F E- i l" \ �@ � � i , 18 wTAH o. w, i N a a e i , � � � CP-II 041 Yl PD- SC 046 A` � k � / � � �g 046 � iYP� � -Y- Sta. 14+75.52 �` END APPROACFI�SLAB E F B- , o a� +g� SfO. ll+ 0 co ,� � 0 8 -Y3 -��GSt ll= .27 �e Q�,.� � _ A- S A 11+84.5 � � -Y�- STA ZH'i'�4.96 •� IN I p� 44 ll, ,p � � B) B G I NBARR I C P ND 470 _ = 1N / 12 REM WV� // RETAIN � 6.' , L 40TCB ,j �I Y- P R S t .A• O' f 88 7 �` ca � � YRETAIN T � - UP9- POT Sto. IO+OOAO = � - UP9- POT Sto.12+49.55 = .�, 3 oaz � F i o 046 on9 ; x v. l2- �a) , 48' 045 IN GIN - � l Q� � m�� a� 5 ARROS GU D. C GRAU sso RE ---��-'-- � � oazt � c m C6(E� " � ti` � � ' - � - �`� �.� � - � � -Y3 - PRC Sto. l2+1228 z � f REMOVE CB � = \ I N � / TB1B 4 Com. CB " -- , 1 ��� P 4' S 6 � ( I� 45, END CONC. + 26 B EG I N I mw a±w P" I � - Y- P O S t o. l+ 3 .. 2/. 0 0' L T -Yl- t o. � l. � o ; , } 56 0 , ye I �, p B 1TT4 P G 2 265 ��(( � / / 413 5�� S ,�i \ -- ��� q XPRESSWAY GUTTER EXPRESSWAY GUTTER p .,, „� a,�, op, o, o PB 2T PG 37 , �S � 20 YILPD- POT Sta.18+52.78 = w � p To 1B REM ,�E -- � ' o REMOVE 12 \ ` � m ' �, ti o - O S � � �' Y I' t O. '�' / �GQ x� d CBIGI 044 M E D I A Fl L T E R 5 � 1�� \ � 12' 9' y. \ EX.15" RCP �, y �r .�o �W '^ �, '^ I 2 7 � a y .� n+� o. a i i` x/ 5 7 m 5 8 I I ➢ � �. �� ti N .- Y - P T t + 1 I i /� Q- _ O I I � 9 � `� � ti N W r.� Z .�C m N m m W m W 30' W a / 6 �G-� G ¢ * 2.0-2.0 SWNCEOGATE QLURE � __. �_ 80 i;; 3' N�„ ➢ �➢ "�. . w� ' N o�n z in v� NN Burvca -Y. 3A- PT Sf O. I ✓ O y � , Y I R P D- P O T S t o. 2 0+ 9 3. 7 9 = / � 04 S e� � iso�eo iso see sneer z z N' _-_ ., z i o � ` i z 5 9 6 0 m� N� r, � m N N ti� � 2 7 2 . _ _ 0 _ i > w � � -Yl- 0 to. 29+6 .53 � � oq � oh �1rsnsH ancK � roe oF eearn 3 6 :5� � i � o � / 57 � � �� ; � �. a m �� + � �, m o � � Z 'C�' �- JB 13� •� �_ _- � _ p i � � � . � ��� � � � � � � � N� � � I _ N / ��; �-^_ m m � m 4"' o FJF�F � � � � 1 N m � -Y- POT Sto. l7+/995 'h S6. °" o° �, wiMH oasi � � �' �- � ,�Q ; 52 � oo � 57 � � P n � � ^' END G�ONSTRUCTION % � �" 5" MONO. � / 413 4' / � ^' M .ti -ri � - r r i + - � � , � " -Y3A- ta. 12+24.15 sHR� KR�sHr,a. � �o CONC.ISLAND � � o ,, - s� � � ,� � o O ~ I`� -' � GRAPHIC SCALE i -� � �v aa o / , �� � � � 57 -YIRPD- TS Sfa.10+00.00 = � � �Ta°'�BB oely co -L- 5 St0.17+71.72.2950'RT �e � ,p a � �z. � °: ' �e zioe ac m REMOVE b �C �� � - / REMOVE �� � Cp i O� 195 -L- to. + . . �°'- - I �- 5� 25 0 50 ��0 % 9' /i 42 -Y1RP0. +60 � ^' o '�� `<o zoa�o-eoo ° o� �� t to.Y Ce �' ' 5 , � PIAN$ Q OS. � 1 / O v- END Cl FENCE T L2-7.5 � o � , 8' E,y� � SPECIAL CU � � BEGIN No�se wnu -YIRPD- SC Sto. 11+68A0 1�� v`oe�o�3o�- ` ��i o �' � TEMPORP.RY I CB(G) ca 1`y?� `S` 0 16, 42 ���E O � J /� 04 6,p DITCH SEE / �'"„ o - . E%CELSIOR MATTING 44 111 0 ry p � 2 � SHEET '20�1' � WEST FOURTH STREET sEESHEET zo-, °4 0�, oo � ,�e � DETAIL'j' 54 ______ m DETAIL 'S' 0 5 REMOVE C8 '��. � 03, +71 N 63°06'02'� _ LOCATION: � HISTORIC DISTRICT , �_ Ce� ) o �g�, a� I r BEGIN I N Eip EiP m I94.42' � o p ( o �, 2 0 2GI 046 � -YIRPD- CS Sto. /3+4895 �-Y3A- POT Sto. 11+22.48 = � "' THa HW F � �q , � ^^ ^ o� o � ; � 55 -L- POT Sfa. 33+56.70 a ? � / FF -Yl- PT Sta. 3/+67.60 0 9 ? � F o` M � o o. -YIRP - PC(� � � r �B 413 j� 91 / I 4� �b ,y o o � �5 � t�. �'l' � \ -Y12� +57 END �, (-. ':P_T!'. � i004�� . /�� B(F � / o o xv GLARE SCREEN � 214 2-Y3- POT Sfo.19+3297 = �� .;,, _ T,P No.: couNrr: m C _ ' 2� �^> �p ��p S � O a, °: , - N 63 49_OC � ,� o Q PAVEMENT REMOVAL -L- POC St0.33+7720 -�5� � 't �i, P � � M CP��� R 03E � / EST.3 TONS RAP I����� 4O 9 z��p o � n m °= " G�E'�GJ \\ F . ? L izTO R � 10 5Y GEO-TEXTILE� � AyP � o � o G�N Q �� G�U N DESIGNED BY: Q � TNRf w\ Ic ��oae r cAT'� 44 w -Y12B- � o `��so -YIRPD- ST Sfo.lS+16.95 WEST SALEM =�� HISTORIC DISTRICT m � B pROP v �7 (9 � a � 21 \�� _Y126- +15 BEGIN � o� \ . . a � � pe?p9qF/�y, h�,4 `ro ?cd: �� GVaRE SCREEN � 3� 5�� o^ F h,Ty�Q� � � o a � Bp� �' � •° � �m°4'° 210 \�-�- N iJ � 4 �a' 47 � �5 \ �b h� ��c :e�'�, tiq0 p^� .~.o`'h � o ry / T� 0 4 00 � OLF \ F\ P�� `jVPI / /� ` \ _ _ � oe �0' ��v ae . . w in � . �FP�. � //�� <,4 BI �i �V ai 49 ���OF'� 46 �� �� _�r;., .�� . �!: � � B ROP // F 0 v o `� O � ` F � a� m pe9q6 p� / � z �� � /-YIRPD- PT Sfo. 1B+8/.63 `'h � h � -Y12B- PC S#d. l4+/720 4$ � S � w m �\ B P C ro ,�W Z� m � C.. Conv. CB G 041 � P / ��% �/ 5 e�• a� m To CB(F) 4i �o � �� p � �--' /e p G o � � �Q ,i C(FJ < RIP RAP AT EMBANKMENT �� 2 p.� � 3 __ � o `^ EIP'.; __ i,a- - _ - - �: 63'S3'43'E ,� iv '- N �� CHECKED BY: DATE: o � s O� (�ICHAEL R. FOLTZ " �� �B 140i PG 795 � � '�' w � ( � N 62°4�'S7' E I27.50'- V . 2 m � MATCHLINE N . 0410 �� �z, � F CLASS 'I' RIP RP.P M F,� �� 2 _S.S>, m� FAITH A. FRY T � � • Q O ,l7 .�' /i SETnIHEQ 2D 1 O�% / o� �5�0/i 43 S ''? Ss. m ti� ANNIE R. FRY o -- r -Y4- STA. �1� � � o� Z %° / � o0 42 � -Yl2B- PCC Sto. 15+38.76 � � F ew oe 910 PG 4B1 0 �� T 25 F -YIRPA- -YILPA- � � , N as°sesa�e „F`51'Ln�, es•sazo�� I! SEE SHEET %� / �S T o 139.2� � J *� �� y ,' � 49 Pls Sto Il+122/ PI Sia 12+6/.03 Pls Sto /4+07.65 Pls Sto 10+74.00 Pl Sto //+4658 Pls Sia l2+1723 S° � I CB(G) . �, x� m� s �� E°V pu � � °, -Yl2B- PT Sta.12+58.68 6s = l0'4/'42.6' �= 23'2/'35.0'fRTI 6s = l0'4/'42.8' 6s = 40'42'36.6' �= 53'49'46.9'fLT1 6s = 40'42'36.6' S6•� }. - �`L �� � X° a, -- E �UF a sraenM Re�o ioN � o Ls = 168.00' D= l2'43'56.6' Ls = 168A0' Ls = 108.00' D= 75'23'2/J' Ls = 108A0' I J �X �� � � / l S a o see sHeer z�-r F � o � END CONSTRUCTION LT = 1122/' L= 183.47' LT = 1122/' LT = 74A0' L= 7/.40' LT = 74.00' FAITH A.FRY � � � � ' oe�zb� -Y4- PT Sto.22+58.72 � p F I 3/ C G Cp�� � EXT� �ST. 30 TON$ 4 Z�.3 .\ A N IE R.F RY n ��.� � ._� r � m _ � w� ALL RADIIIO' UNLESS OTHERWISE NOTED .I� �! �� � 2� 5'X b'RCBC O -Y12B- Sta. 16+30.00 ST = 56J9' T= 93.03' ST = 56J9' ST = 37,83' T= 3858' ST = 37.83' •� DB 1�59 PG 320 � �/� N�j in � � 7Z, X/S /� h O 2 41 SY. GEO-TE%TILE O ETAIN / �// �� a �VI� 7. j SP "� � h DO NOT BURY � R= 450.00' R= 76.00' PB 27 PG 37 X `��-� `^ �� ° SEE SHEET NOS. 12 & 13 FOR -L- PROFILE "'1% Z z. � >> �a� �, 2y} E%TENSION FTq�N a� ` o42 -Yl2B- PT Sto.16+42J5 y= 40 mph V= 20 mph %/ \'� I � I ���" ' � :: o� � ? /� Q J o �, -Yl2B- PC Sta. 11+38.4/ - - '� � � � I � m � ' DB 2959 PG�79i .. , � ah� e- 08 e- 08 . , y � I �- � � o o �� z'�a, F h �° v �� � 212 -Y12B- POT Sfo. 17 f39.55 . � �•� / _ x�se•w� ' ��. � - tn µ-�� 50 SEE SHEET N0. 15 FOR -Y- PROFILE � A, Q� I � pd' I o � SEE SHEET NO. 16 FOR -Yl- PROFILE � VF �2' / � � RETq�N RE7q�N \ �' °' SEE SHEET NO. V FOR -Yl RT-,-YIRPA-,-YILPA- &-Y1B- PROFILES S<C� �% s- ,Sa � J RETAIN o - 410 END MEDIAN C&G n o S ST �' e BEGIN CONSTRUCTION # 3-CENTER CURVE � SEE SHEET NO. 18 FOR -Y1RPD- &-Y1LPD- PROFILES y Iq �O��R TIE TO EX. ISLAND IS FOR EDGE OF TRAVEL, o ° SEE SHEET NO. 19 FOR -Y2A- PROFILE FFT ) 3l�i� � AND exreNo � o,2 -Y12B- Sta. 10+85.00 NOT EDGE OF GU11ER U Z O z o � SEE SHEET NO. 21 FOR -Y3A-, -Y4- &-Y4B- PROFRES QQ 2 REfAIN w Q� SEE SHEET NO. 28 FOR -Y126- PROFILE �� O „� a -Yl2B- POT Sto.10+00.00 2 � 6 � � z SEE SHEET N O. 31 F OR -M UPI-, -M UP2-, -M UP 3- &- M UP4- PR OFILE S 0 o w J SEE SHEET NOS. 26-7 TO 26-10 FOR FUTURE -MUP3-, -MUP8- &-MUP9- PLANS -YIRPD- Pls Sfo 11+122/ Pl Sfo 12+59.72 Pls Sto 14t05J4 Pl Sto 17t8757 6s = l0' 4/' 42.8' �= 23' 02' 23.6' fLTI 6s = l0' 4/' 42.8' p= 82' 22' 07J' fRTI Ls = 168.00' D= l2' 43' 56b' Ls = 168.00' D= 34' l8' 3/.9' LT = 1122/' L= 180.95' LT = 1122/' L= 240.08' ST = 56J9' T= 9/.72' ST = 56J9' T= 146J2' R = 450.00' R = 167.00' V= 40 mph V= 25 mph e = 08 e = 08 N '1 � � • _�� �. . �,_ � `��, � � ` I � I N63'B36'E 2015Y96 + I�'-'-'-'- �.- �,� a�-� � co,��. . . � i I �-� , � � . STILL V�'. . . � � PROPERT'' I isFo "' • WEST BM «q -Y4- POT Sto.23�98J4 SALEM -Y3- POT St a.2 6+ 0 5.7 9 N s5aioa • I HISTORIC E=1630407 � E�Ev aa9oo T � � � � DI TRI � � � � 0 � _ � � � � 0 � m � N � N � / O � � / T � � � � O � � m � N � N � i � � N � � O S- N � Z � o �> o W �� � N �o i � H m � 0 a U 0 � � m 0 � � � � � m o N � � U N � � � � + a `� � � � � a � , � a� o Q �' o � o Z O H � , w � � � � � m � m Q � � w m Z � m W h-� � � � a m � N � N i- I� j a o � m N O ti \ � N � p oJ \ � N <O � � O o w a � � a � � o 0 c �- a� � � � 0 0 o ' U + � a � � � � a o � � � 'o o � U Z O Z W U o � � z � w � � > a � H = O � U Z 0 � � w o w � J (n H � � L.� 2 7 � CH►-�NE � PROJECT REFERENCE NO. SHEET NO. ��pt�e U-2827B, G5620A 5 RM/ SHEET NO 1 � " '� _Y5 /� ROADWAY DESIGN HYDRAULICS -� A• � 3+ � Pl Sto l2 +37.35 Pl Sto 13+1/.39 Pl Sto l6 +97.92 Pl Sto 17+99.53 v� � � �� �'�'� � � ENGWEER ENGINEER _�( 4- S �= 6' 34' 35.9" fLT l p= 6' 28 4/.2" f RT l 0= 8' 29' 5/.l lRT J p= 9° 24 36.5 �LT J _� �� SHEET 4 D= 8'48' 53.0' D= 8'48' 53.0" D= 8'48, 53.0" D= 8'48;53.0" HOL Y AVEI�J�� "c SEE W L= 74.6/ L= 73.49' L= 96.40 L= 106.75 H I STO I C D I STR� �T '� HDR Engineering, Inc. of the Carolinas � T= 37.35' T= 36.79' T= 4$„29' T= 53.50� �� � �, �� 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N � 1 _ _ _ _ � _ �" � �� N.C.B.E.L.S. License Number: F-0116 � ,,, », R_ 650.00' R_ 650.00' R_ 650.00' R_ 650.00' •�;;�� o �, S o m F � V 3 0 m p h V 3 0 m p h ►/ 3 0 m p h ►/ 3 0 m p h _�'" .�, �:. N 8 2 2 0 -q �: „� „- C e = NC e = NC e = NC e = NC )KST _�`- - � . � : 5o��a. o � ;� 1�,, . �� ,aPo ' ' ' ` DOCUMENT NOT CONSIDERED FINAL 3�° E �o�' I �v ` ;� UNLESS ALL SIGNATURES COMPLETED >, � � �R o �o � 2' BASE SPECIAL CUT DITC n � N 82°24'3? °� o SEE SHEET '2D-1' � E� O LLY AV E N U E DETAIL -�- � 5' � 8��3g `� 85 SY G ONTEXTILE , n � � � r�,� 20� ISTORiC DISTRICT � , � ._ : _.� � � R ��: INSTALL UNDERDRAINS FROM v�GIN CONSTRUCTION � ' � r^_ NT n, F` 6>� / < v'' 2�^..ca`l . ,� ..: ,'� � I � + 0 REMOVE CB N� 8382 �, �GJ, NG & G ; A// ,�`'QG i '' '�.�. 48+25 TO 50+25, LEFT SIDE, MEDIAN, _ + � R� ��� �-� P� , _. Y6B- STA 12 79.59 AND RIGHT SIDE. TIE TO PROPOSED �5�.6�- S � o� �\ �� ��" I' •' 2G1'S AT 48+25 LT RT, AND M. I ,, �0 �.2 � BEGIN APPROACH SLA xv ' ` -Y7RPB- POT StO. lO+ai'10E� •= s ' 'O _ -Y4- STA 16 + 30. rJ� �� 8q q33 N �0�' �F � 24" RCP-III BEGIN67 -L - t0. f . . L • y' � BELOWR�SUBGRADE ATBPROPOS D 6EOP. E N D C O N STR U CTI O N � 4 � � � � 9�9�.:�F .. /�- � `� 15 BARRIER , . � � � -Y6B- STA 13+48.49 BEGIN BRIDGE GRADE v � � 0571RCP-III 73"07 / O� �' � -Y4- STA 16 + 54.50 To DRAW �, 05�o S 46 �� ti ��� c� �� I r O ��b� c J END BRIDGE , ^� I(�,1� I� I =� � � s - � � ,, w�.� � T• -Y6B- POT Sto. l4+10.99 - � � � BEGIN CONSTRUCTION Tg�g W�,H �� CB(G) .� . - �, ,A ,� � ioo►cs �: N I REMOVE CB ob �-L- STA 43 + 02 .50 � � �. -Y7RPB- POT Sto. l5 +7 .35 V LOP � °D o � v i � � - -Y5- J�C�. � 2+�0. o� � � � I , S''�o, � � o Y7RPB+57 END BARRIER C BERM DITCH BT 5 RSm I _ SEE SHEET 2D-1 �b ` �` 058 058 �, -�- PT Sto. 43f�8.�7 G D � � -Y -P t + �`` � M. Z END APPROACH SLAB P ACE 64 CONC. BARRIER , � \ �, END RETAINING WALL � DETAIL - 5 0569 P B G) 2G1 T END OF POPLAR ST. 'F � �. � END CONC. DITCH � � � ta l + -Y5 - PC Sta 12+00.00 � ' -Y7RPB - PRC Sto. 11+95.63 i �� � � �� 0517 CB(F) � �h W -L- STA 43 + 26./�3 ' � S � BEGIN SBG RDRAIL ' � 02 n� -L- +43 END w - P5- POT Sto. �4+83.2T= O� � ��°4�' r Y7RPB+84 END REM VE 589 o � 057 p 057 -Y7RPB- +64� ��� o � -•.. � r- -• . • •••• , ` _"�' �. • .• ' �� I • • � � I �♦�• �� ���A��� � -- ' `' � • /' ��� ♦♦ ♦♦ � � � , , . • � �► ♦111��j�����j�1 �j��1• � : �•: � �n♦ ���� ��♦ ♦1` . . ' .� ►�♦� ����:�♦�������♦��������������� � . � " ��������������1���� ♦ ♦1♦ � . � ���������1������1�1����1�1������1�1�� ` � . �. 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I / . � � ,/ � ;��0��������0��;� <� � - ,\, � � . � � ; ��• ������� ��������������'������ -�► ` � � : , � � �..��� ♦• ♦• � , ���,. .��������������i� .: - • . • • • • • � ����•.- - -�'������i������������� ` - - - . , • • .: . • : . ��i�i����i�i����i�i����i�i�����•� � • ' ' • " 'ii� � � ,►���������������������i�����+'v��!� , '►c - • . , • - : I �� ♦♦♦♦♦♦..♦♦.♦�.♦♦♦♦♦.. , � i �►,�,����11����1 ����11 ��i • � • . . � , � � . ' �. . � • �,5������������� V ��•�••1. � � , , ' I � . ' . ' / � I / / I / � � . � 1����>1��j��11��j,� �' � � . , ,� ' � � � ' � • � � • � . ►����� ����I��j.� •' ,, . �� ��� �, ' � �. � . ����1�1���� � � * .1.�i- 4 , , , , , ., � " . �: � , . � � ��� , � �' 1 � �� - �a �� '� - t ` V /�! 1 ' • -�s� . . , • • � I ,�1, � i � i � • I . . .• I r� ►������������1 I I I •. � �������������� . . . ,�� �������������� ' • ' • � i . , � �� _������� �� • ' • � � ' I 11 - �� '�' �' , , - - I . -- .-: �, I����,� . ' . i -L - P/ Sto 38+40.05 �= 9' 23' 00.0" IRTJ D = r 00� 00.0� L = 938.33' T = 470.22' R = 5.729.56' V = 50 mph e = 02 -Y4- P/ Sto 2/+74.40 P/ Sto 22+30.65 �= 6' 39' 0%8p fRT1 p= 6° 38' 22.5" ILTJ D= ir 48� 48.8� D= �r 48� 48.8p L = 56.30' L = 56.20' T = 28.18' T = 28�13' R = 485.00' R = 485.00' V=EX. V=EX. e = EX. e = EX. -Y5AB- P/ Sto 11+79�65 0= 0' 09' 46.0" lRT J D = 0° l6' 39.4" L = 58.64' T = 29.32' R = 20.639.17' V = 30 mph e = NC P/ Sto /0+74.9/ P/ Sto /3+22.37 0= 33° 2/' 43.0" IRTJ �= 24° 38' 2/.�' ILTI D= 22° 55' 05.9N D= l5° 29' 07,2" L = 145.57' L = 159J1' T = 74.9/' T = 80.8/' R = 250.00' R = 370.00' e- 04 mph e- 04 mph ALL RADII 10' UNLESS OTHERWISE NOTED SEE SHEET NO. 14 FOR -L- PROFILE SEE SHEET NO. 23 FOR -Y7RB- PROFILE SEE SHEET NO. 21 FOR -Y4- PROFILE SEE SHEET NO. 24 FOR -Y7RC- PROFILE SEE SHEET NO. 22 FOR -YS-, -Y5A- SEE SHEET NOS. 2B-10 & 2B-11 FOR & -Y5AB- PROFILES FUTURE -MUP3-, -MUP5- & -MUP6- PLANS � D � + ' C m Q N � � U N ] � � � � n � L � � � Q U F � K oa 0 gQ Q ��'.. 0 w � � J � � m�ma .. �wm Z � m W H a r a m � N } N = n o c m N � 1` \ } N in p � � � N lp L � Q o w � � � � � o� o 0 C ~� � � � o a o � U p � � o � n o � � o 'o o � U Z O Z W U 0 � z s w � � > a � � a � U Z 0 � ¢ w O W J J N H d � � REVISIONS -Y7RPB- Pl Sfa 18+23.79 0= 80' 59' 00.6" fLTJ D = 63' 39' 43J' L = 1272/' T = 76.84' R = 90.00' V = l0 mph e = 02 HOLLY AVENUE � HISTORIC DISTRICT � TIE MI�LL & FILL MATCIH EXISTING -STLy�'- Pl Sta 11+58.9/ Pl Sto l4+1638 Pl Sto /6+g2,gg Pl Sto 17+85.88 Pl Slo 19+3/.6/ �= 89' 24' 11.4' (LT! p= 88' 34' ll3' fRTJ p= 74' 48' l4✓' lLTJ p=//0' /6' /3.4' fRT! p= 78' 34' 5/.2' (LT! D= 63' 39' 43J' D= 63' 39' 43J' D= l2P 54' 2/.3' D= l2f 54' 2/.3' D= 38' //' 49.9' L= 140.43' L= 139J3' L= 6/.36' L= 90.46' L= 205.72' T= 89A7' T= 87.78' T= 35.94' T= 67.46' T= 122.73' R= 90A0' R= 90A0' R= 47A0' R= 47.00' R= 150A0' V= 20mph V= 20mph V= l5mph V= l5mph V= 25mph e=/yC e= lVC e= NC e= NC e= Nc Pl Sto 20+62.79 Pl Sto 2/+49J0 Pl Sto 22+3/JO Pl Sta 23+36.99 p= 9l' 25' 53J' fRTI p= l03' 23' 16.5' fRTJ p= l00' 40' 50.2' fLTJ p= l4 33' 23.6" fLTJ D= l2P 54' 2/.3' D= l2/' 54' 2/.3` D= l2P 54' 2/3` D= l6' 22' 12.8' L= 75.00' L= 84.8/' L= 82.59' L= 88.92' T= 48J9' T= 59.50' T= 56.69' T= 44.70' R= 97A0' R= 47.00' R= 47.00' R= 350.00' V= l5mph V= l5mph V= l5mph V= 35mph e= NC e= NC e= NC e= NC TIE MILL & FILL MATCH EXISTING �-� TIE MILL & FILL -Y2A- +50, 31'LT �, MATCH EXISTING -Y2A- +16, 38' LT -YB- POT Sta. 10+00 3= -Y2 - POT Sio. 38+1/.53 :� �� 1��� �� �u�� -STL - POT S oa s5o� Pc a�� -Y2 - POT Sta. � � � ..�_n ME1ER BOX USFD AS �H � � -Y7- St�. 10+40.47 -r�- Por sta. �o+oo.00 "� � -Y6B- POT Sto. 10�00.00= -Y7- POT Sto. �0+7/.83 = 40 � -Y2 - OT S�o. +0 -Y2 - PO Sto.35+53. 2 �� R 5F C I � C � � 1' m m I 35� ._�---�-I 1� 1 O iz9 �F m .--- iso �-B€�1I�IVIILL & FILL T�E To EXISTm j EX � F = N .� . 5.5' � -Y7- Sta. 11 +00.00 S DLE ALRTH C I � m� o -�� � 3� D w I 14' 14A I rn ' ' J JREMOVE CB �r �{ � f� ' ss' � REPLACE ia• '»' N p, +, (/1 m r� I ��' I SIDEWALK ONLY � � � -1 �o . � �,.-� - T Y- J D � ti � � �, . DO NOT IMPACT ' > �� � I 1 I m I HISTORIC EXISTING WALL '^ N� tp. l+/ \ �,,� v, • � PROPERTY _.e n � N HOLLY AVENUE I ' '-�-� m>� 2 R35�TORDR.41N C 4oT� HISTORIC �-'-�-� F � i -I- I -YBRPA- POT Sta.17+40.64= � R E M O V E C B �I DISTRICT � -Y - io. l+ � E� _� t F �� F, cn � �c�, obo _ _ r a � � a ,��� �� � F� �- c INSTALLUNDERpR4W5fRON1�'� - � BEGIN APPROACH SLAB "' � P °i�F z�&IGJ F OLF, 181 48+25 TO 50+25,LEFTSIDE,MEDIAN, � I -YB- STA �3t2�.HG - ,q O - REMOVE AND RIGHT SIDE. TIE TO PROPOSED 1 BEGIN BRIDGE 2G1'S AT 48+25 LT, RT, AND M. � ` c9 066 �B�F' � p�E W UNDERDRAIN SHALL BE PLACED b FT -YH- $TA �3-�46.HG . ' 7, O e, �y 22,6' o 0 BELOW SUBGRADE AT PROPOSED EOP. �J �.-- ��'� n' �� a 5 G 2' BASE SPECIAL NT DITCH 4 � � REPLACE 3 C m �, �RF•,y� see sr+eeT �zo-r 125 . SIDEWALK ONLY ' q a'" o� DETAIL'G '� DO NOT IMPACT '� � �' i `� � EST.38 TONS +52 BEGW � +68,BEGWI REMOVE CB es svi ceo-rexn�e r_e^ csc � z•-e ca� • EXISTING FENCE H I S I - \ - 7RPB- PT Sto.18+74J6 = I m 1 `L- TS Sto. 54+9308 BEGIN PPROACH SLAB PROPER E ��\ 066 - - t0. � '�' , � W ; s _Y7- ST�, 14+33.01 �g'F� � ' ` CBG(060� 36 O' 045 03 �L � O60 m C �/ +75 BEGIN (Zyp) E�'�' -Y7 PB- PC Sto.17+46.95 � F 19�Q � BEGI BRIDGE CONC. DITCH E 7.�. 3 II 5' CONC. ' 0 -Y�- 1T,.,A �4+S�.00 REMOVE REMOVE 2GI SIDEWALK 02 - Y'OT Sr �l F ` +35 END 060 CB(F) � � ,G� �- P�r 97-3 � m 2,_6„ cs i c� �� oeo �B � p' � g1 02 A 7- +23 /MH � ��-� REMOVE BEGIN �ONC. � PEGIAL ITCH 0601 �B N`i RE A F DIT W- ,- .nN � O DE EET '2 � ,F.. ��r �' ��1���� � ` ����r� / . :� �� I ,. ��1���� � � , � '� ��'=�e� � � • ��: ;:�%I i /� �/ - �,1=� I � ' ' ��i, � �� . ' �►�� �// /• .. , l���/%/' � ��;;��`1 �1�� - . �, 11►! , 'I `t I �� �/ � , //j'� i������� ; , - � � ; :�,�, . �E�� �a't3a11 . I `n ,�,• , l � � ':;► .: �'�� I���Iri •• , ���� • • � � �► - • �. • • � � .I � ����-� � �.�- - �. •. ,. . • � .. . ;� . • _:� i i � + -YBRPA- Pl Sto 12+65.70 Pls Sto l+2 . 5 p=/4 56' 53.9' fLTJ 6s = 4' 00' 38.5' D= E 2/' 58.3" Ls = 126.00' L = 234.8/' LT = 84A2' T = 118.07' ST = 42.02' R = 900.00' V = 45 mph e = 06 � oaz 062 RETAIN ETAIN MH F ��O c �� FI s, � QJ� i "' � I\ �S. � \ /� QJ� 062 D 062 \ 40TC6 O Adj.MH V�'� � 6 E_ -/Z F �i � F - 72 -SrL� RCP-IV ,a " � 83' 28' 56.9' 063 � " C' 130 1g" � �4Z REMOVE 15" RCP-1 � �Ce -Y RPA W�5 - L Y- � �. - llP7- + /E REMOVE�GI +72y.� DI � -Y9- Pl Sta 12+6/50 0 = 0'09'lSA'fRTI D = 0' 04' 35A' L = 202.90' T = 10�.45' R = 75.000.00' e = NC mph TIE MILL & FILL MATCH EXISTING -Y2A- +63, 48' LT BM °8 N=855728 E=1632359 ELEV=890.6E CB 1 MH ia+6�.9s� � 6+43 E� -Y10- Pl Sfo l7+/425 PI Sio 19+2q,73 �= 2' 58' 395" (LTI p= 3' 2/' 23.5' �RTI D= 446' 28.T D= 446' 28.T L = 6236' L = 70.30' T = 3/J9' T = 35J6' R = 1200A0' R = 1200.00' V= 30 mph V= 30 mph e = NC e = NC TIE MILL & FILL MATCH EXISTING -Y2A- +21, 32' LT $YSTEM � RETAIN RETAIN CB � � -Y9- STA 13+4. 0621 � BEGIN BRIDGE -Y9- STA 13 + 6 -Y9- PT Sto.. ETAi _yBRPA- POT ° ° -L- CS S1o. 0- co Q= 3' 54' 25.0' 0 � W�S g BEGIN APPRi cP ii SLAB, -Y10- ! 14 + 2 8.51 o� EGIN BRIDGE 6 - 10- STA 1 + 53.51 REMOVE - � _! -/ - /`C Ci 18" � e TIE MILL & FILL MATCH EXISTING I -Y2A- +75, 38' LT � -Yll- POT ta. + 7. 0= . � -Y2 - POT Sta. 9+6/.98 I I j i �� PROP�ER Y `� �-i1v oFoe �ei�P� 3 � � I � � I __.---- �._.�.-'__` Z��39.9'E � -Y2A- Sta. 50+15.00 _v��_ onr cf„ �ni�ni RETAIN SYSTEM -YIORPA- Pl Sta 11+2792 Pl Sio 2/+l1,72 p= lT 2T 405' (RTJ �= 69' 25' 33.7 (RTI D= 5 52' 4/.7' D= 62' /6' 40.9' L = 253.86' L = ll1.48' T = 127.92' T = 63.73' R = 833A0' R = 92.00' V= 50 mph V= 20 mph e = 06 e = 02 3 -L- POT Sfa.50+86.96 = -Y7- POT Sto.15+08.34 4 -STL{�Yl- POT 5/a.15+05.46 = -YSRPB- POC Sto. l2+/4.02 5 -STL�YI- POT 5/a. /5+66.5/ _ -L- POC Sta.58+77.9/ 6 -STLy�'/- POT Sla.l6+0/93 = -YBRPD- POC S�o. 11+89.12 � -Y9- POT Sto.14+08.67 = -YSRPB- POT 51a. 10+79.23 8 -Y9- POT Sto.l4+q7A2 = -L- Pls Sfo 69+3359 PI Sto 7/+g4,6/ Pls Sto 74-r5 6s = 3' �5' 49.3' p= l4 30' 09.8' (LTJ 9s = 3' /5' 4 Ls = 180.00' D= 3' 37' 34.7' Ls = 180A0' LT = 120A2' L= 399.93' LT = 120.02' ST = 60A2' T= 20/.04' ST = 60.02' R = 1.580A0' V = 50 mph e = 05 AADT YEAR 2011 (VOLUME IN 100s) 2040 MARSHALL ST. CHERRY ST. LIBERTY ST. MAIN ST. (-Y7-) (-Y8-) (-Y9-) (-Y10-) 77 65 66 62 133 113 7g 121 65 � 10 70 �� 6� � 23 77 24 � FIRST ST. FIRST ST. �,8 � r- � �, 3, ,z 36 74 V 11 9 9 9 16 �� 53 � N 8 � o -L- POC Sfa.60+07.44 3� 84 64 Z� 35 34 99 � � 748 85 146 339 118 35 366 gs J 6� 332 719 50 742 � � � 9-YBRPD- PC Stp. 10+00.00 = I-40 964 397 432 �/ 436 96� I-40 -L - Sto. 59+83.60. 29.50' RT I 1 I REIAIN RETAIN CB � 2 `_L-/ bO 1_L-) tie -Y10- POT StO. l5+13.6�i = 339 339 37 372 338 372 �� � 8°s k, 10 35 902 393 $3 436 436 69 961 aernw exisTiNc Z, 2; -L- POS Sfo. 62+73.05 gq � 33 33 \ ISIAND -�RETAIN nnH -Yll- POT Sta. 15+28.7/ = 61 43 64 43 65 iaozb 11 35 37 76 70 16 21 15 �� 112 RETAIN SYSTEM � ?iKE FOREST UNIyER51TY ,� -L- POT Sfa. 65+33.38 gq 47 132 126 z8 37 26 �9 CEMETERY ST. j HEAL7H SCiENCES �� -Yll- POT Sto. 15+96.38 = HIGH ST. Z DB 2263 PG a62 wo __. F PB 42 PG 46 � r� 1z -YIpRPD- POT Sta, 16+0025 6 4118r�b 29��r,a � 8 97 37 �• n' to' p, cnNc m RETAW U� ,..._ (/1 . ,°", 9 6 42 ,B � \\ w/MH � 36" � GI WiFG RETAIN VE �� _ 3po TAPf� tEMOVE=�, = i � 26 42 F y N gi°50'05' E 0w�0�NG avEeeANG E>5� � -YIORPA- PT Sfo.2/+59.47 = � � � E PE PG46 MARSHALLST. CHERRY ST. LIBERTY ST. MAIN ST. -Y10- 0 StO. l+ 29. 11.00' L Z t�i� (-Y7-) (-Y8-) (-Y9-) (-Y10-) m � rn -'` RETAIN CB ��r INSTALL UNDERDR41N5 FROM 60+25 TO 64 i- 25, �EFT SIDE, MEDIAN, RETAIN MH AND RIGHT SIDE TIE TO PROPOSED 2GP5 AT 63+25 LT, 62 + 56 M, AND 62 i 35 RT. 4 /-RETAIN UNDERDRAIN SHALL BE P�P.CED 6 FT r�RETAIN I� BELOW SUBGRADE AT PROPOSED EOV. Adi� CB ,+35. BEGIN C&G RETAIN DI ncr ro RETAIN BEGIN APPROACH SLAB RETAIL IUILDING �'CB -Y��- STA �4i-O�.S7 - ST S1o.62+9238 RET IN MH �3% =_ I BEGIN BRIDGE Na��� -YIORPA- PCRET^i" CB�a XS � SfO. Z�RETAIN 6.5 -i'��- $T/�. �4t2rJ.rJ% - --- .. �� - � N � o N - � 0 6.5' � � � o 069 � 14' 13' C\ � -�- w m m � 96 END BARRIER RETAIN C�_ p �1 -YIORPA- POT Sto. 18+62.94= mmA IND CO��� ' � - - IEGIN C&G m t -Y//- POT Slo. /+6/. -� PROIECT REFERENCE NO. SHEET NO. U-28276, C-5620A 6 RNJ SHEET NO. ROADWAY DESIGN HYDRP,ULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I�� �CptEje �1� HDR Engineering, Inc. ofthe Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N C 27601 N.C.B.E.L.S. License Number: F-0116 ^ O 0 N N \ � N � \ � a � Z � . \ � � wo. , �c \ � � P �_ vy c> \ s W�� : \ ho U ' ' � RETA�N C N � -L- rV/ J/U. /O'r� RETAIN ,e R�P-��� END TIP PROJECT U-2827B � � � ; C TL2-350 � i, 069 y� i � 069 2O ���` `B�F � i � C e� Fj I �� � E N D C O N S T R U C T I O N \,�„ ��.� \ � I +62 END BARRIER -L- TS Sl 6a+i3s� � � 5 -L- Sta. 76+60.00 u� �Q c, i ' ^�,,';; • ` L �� ` �•iI , �ii r � d., E � �� _ . . , �1/)� I /��(1 =1 i,1� `\ � -, . . . , �� - ---� , � BEGIN GUARDRP.II �' � �� `� BEGIN SBG '��, 61 z�� -L- SC Sta.69+9357 � �rF� c �� `\77 2G1 \ `FG REMOV �Y��RPq_ �s" �� � � 2GI bll � W\FG n �5 1 ��(f'48%" � 6�2 REMOVE CB S 670 ZG/ K'�FG F �_ � a 2 ``���\ IMPUN T TYPE 3500R ���� 8 � * �o s,� �5 � � -YIORPA- PC Sto. IO+OOAO = -L- POC Sto. 73+85.09. 29.50' LT �6 -L- ST Sto. 75+73.50 +60 END CONC. BARRIER BEGIN GUARDRAIL SPECIAL CUT DITCH SEE SHEET'2D-1' DETAIL 'K' ___ -- -L- CS Sta. 73+93,50 _ � %I ��� I `f���, -� � __�i'\ ";��`iu• _ �� �:I 111,�~L�� •I ���I • �= ��i1 i�` _ �_� ���,"'`\,` ���;\` � � � � , _ _ __ . _ _ � - , " I � ': - , � • . • . . . . � .I �:1 � . . �_ _ ,� _ _ � � � _ � �' � � � _ _ , I` � � , , - � " � � " ' :� L�j ? ii� � " � � � : f�a 11�\►�m � � , \ �; �� ` ' � _ _ _ _ _ � �= � ,, ; � ��� �, ., ' ': •' • - ��' � � V ' , ; `�--!e'. �; � --,� '� % � � �/.\ _ ���\ O �I � `I .I �. .,� . �• AI�. , ' � _r�=^.,�I»��� \ � � � � -�' ` , _�� •N � ii �� � � � � ������_ . �� �: . � � � • 1 � �ffi .',`U ■� ��` � � • �a� � � � -- � -� � � I I • ' �/' �� �I �1� • ' �' p• � . � \ • i-�'�:� . � _�� � �q �� ��'� " _ - - _ _ _ � -�� _ _ � � � � ' � S� �� •� �� • � '�'O �� •i 'I�� � �� • .��� � � �• �___'-,I•I,�i1��,�� ���� �''`����� -' ` • '��� --__-__ __'�__-_ � ,- ��' II� _ �- �� �• • • • .+. �� I i �i i / I � 0��. � � •, � � -� , __11 �:�' � ' - _\�• � � � �` � -, � II,� •�. ♦ '►' , � ` • �� �� � _ r � � _�� � �RRIER 063 �RETAIN 063 I DETAILELT'2D-1 N'H REMOVE� ��REMOVE-�'/Q- PC »'� F �'�' z EST.62 TONS DI �I Z � y� � 138 SY. GEO-T � 143 I ��RBM0�1O. I+88MOVE �� 9) -YBRP - PT o 143 - _na +ae.za� Re o e � ` y S,o. , +18.89 - T - PR , +,4 � � GRADE Za �s- �T �g , � e�� ��� � �\-Y B R P D� P O T Sta. 1 6+ 3 3 8 9= 1 9 6 R�"�" _ R - PT t l+ 7 � � To � 3a, �an < c ni D616 J � DRAIN 350 O 06 75 i �5�" 5 y � 2' BASE LATERAL DITCH �m � -YB- POT Sto. l f8 ,83 2GI O I DETAIL 'M' -�'�O- PT � 5. � I � 1B w/MH 063 5 m `-^ SEE SHEET '2D-1' � p 141 �� �� °' � END APPROACH SLAB - RR- P i l+4 4 �' °� � � � -� i '^ � � a t0.1 + , Q- � END m "' � BEGIN CONSTRUCTION � 063 ��� ' -DRR-� POT���ppp���S...fo. //+�j95.96- � w ,, i RETAIN oi F �� o -Y8- STA 14+87.33 �P > ca� 1I 14' �11' f I � � lfl -REMOVE � / � �s.s F� -DRR- Sta. 10+27.22 \ rn� STL Y- �SIO. LO'f76.ITtEMO�g �� ' �� �pi � �q Ad. IF w -Y - P 1 ��F �'4 i � \ � 64 �. REMOVE CB Q 3 IF i/ p`P °B ��'° F"n -''F�- POT S1 /9+74.62- -ORR- POT io l0+ AO E \\b16 c°p � eici I -D��C Sto. N+99.09 F y� � � o �., - � � � .��- F i Jk' � � �'� +4986 END (� � �' MILL & FILL 'I jy N � -Y7- PC Sto.17+55.42 ' � -Y7- PT Sto. 17+60J1 �• w � � .�-�eM °� HISTORIC PROPERTY � � E°86318q3 I • � ELEV=893.40 � END CONSTRUCTION � ,,, -Y7- Sta. 17+75.00 I _� � � -Y7- POT Sto. 18+5/.7/ - - _ _ L.-�-�---�-�-�-� END CONSTRUCTION _Y8_ P� -Y8- Sta. 17+00.00 O.17+1385= �.-•_ _'_• I . l7+ 8.52 i i I I I I I I j HISTORIC j � ^ PROPERTY � I j I � I I I I !�--•-�-�- -•-.J -i�- Pl Sto 17+57.76 �= 0' 32' 13.2' fLTJ D = ll' 27' 33.0' L = 4.69' T = 2.34' R = 500.00' V=EX. e = EX. -ra- PI Sto /6+77.37 p= 2' 00' 10.5' fLTI D = 5'43' 465' L = 34.96' T = 17.48' R = 1,000.00' V=EX. e = EX. o. �OC 5/0. /6+77. ; - ` ��' "' ,a- °EP END CONSTRUCTI ' �,,, ,r,; 16+94.85 - T - P t + �,�� R i" 064 _DDR- STA 12+ ',� �i - - T + 7 c �� S 6 F 82' 03' 08.2' E �1 '� ^,;,1 END CONSTRUCTION SO -O R R- PO T S to. 12+ 4 7J3= �- °� � -STLWY- Sta. 22+60.00 6,2 Z� � � �'Qs,,a,� '" -Y -Yl - P 1o.ti % {. 7 i � � � I � � - T Y- eiz �a 1 . I IO. "f � F C\ o � �� �IFI C _ -: :08 RETAIN CB RFTq� O � F\ 1\, /�FcR 064 �l, �2�� i4' l -� N 1 � RETAIN . � v _'- 6129 � � /C � � � 43 Nz �� CB � RR- PT F�AOVE MHI • ' � 0651 C F N 8�5 � i �.z� 20.00' E N I RETAIN � tO.Y � I REMOVE � _ STORIC• . REMOVE 58 I �� a C .�.-?pip �o RETAIN RETAI CB�F G(G) pERTY� _y� _ PT 065 ; o � � �� 22� gETAIN m 03 CB�G) � 064 �O. �'F F I � � 064 -,STL - 0647 - - RE7AIN I�_ % to. l+ . l - �s ro �P`� HISTORIC PROPERTY ob4 FI =A R�P-" _� - Ad;.�B RCP-III A � NI52 � J� / Q'� . � RE7AIN CB 065 REMOVE (Ot i8+o9.50 ,694i , � END CONSTRUCTION REMONE O �,�.-,0649 �,5 ��P ` EiP N �wl� ���� -Y9- Sta. 19+91.59 MINCDEPTH REMOVE � I 24" RCP-III z n � 063 � RF�MC�%E I fj� nW N q� I RETAIN MH u n� INO�i tn \ /. �bQ ' °'N m m . � � �� � I I. . . I m ol �',. _ %� Y_ 064 �. V ^.' �_s_.- , m p, +/ / �•� � 1.4�-{ISTOR�-rCV � HOOK & LADDER REAL I I \ �IPROPER1 1 Y EST BE300aRPGE2 66LLC I � � -� I �', _ - - . �^ � ' -YIOA- POT Sto. 9+9823= ��; I o: -Y9- POT Sto.20+02J7 � I ' END CONSTRUCTION j -Y10- Sta. 20+27.45 � -Y9- POT Sto.20+82A9 � -L- Pls Sta 56+37.14 Pl Sto 58+9433 Pls Sto 6/+48.44 9s = 5' 25' 40.9' �_ l8' 2T 38.2' fRTI 6s = 5' 25' 40.9' Ls = 2/6.00' D= 5' 0/' 33.4" Ls = 2/6A0' LT = 144.07' L= 3673/' LT = 144A7' ST = 72.06' T= 18526' ST = 72.06' R = 1,140.00' V = 50 mph e = 06 -YBRPD- Pl Sta 11+09.63 Pl Sto l3+/733 0= 25' 28' 27.4" fLTI p= 5' 05' 07b' fRT! D= lP 48' 48.8' D= 2' 30' 072' L = 2/5.64' L = 20325' T = 109.63' T = l0/.69' R = 485.00' R = 2,290.00' V= 40 mph V_ z5 mph e= 06 e- NC J WFG / � 2GI "BEGSBG,BEG �2G1 �III�REM. 15„ �w � _ � �N_____�_____o_____ w �� � �n 8i41 L-i' _ � ci o .5 5 610 G�RLo h W/FG 610 p� RCP_I/I 0614 o RE7AIN 18 n� Adj. 1B PF, o o �� A � � C 111 27' q, ° TB 2GI � 615 ^� 614 2 '^ J' � z" -YIOR 2 END 1 �� � W/ . �► � o Z � � b RETAINING WALL �i �� �� o rv,°y TB 2GI 15" RCP-III 15` CP-III TB 2GI 614 N _, o H- o_ ___� 614 615 �J END CONGDITCH G ��� �' o '-'-_ 2� T62GI Adj.Dl M o __= G$(F) U BEGIN NC&GARRIER � � CONC. DITCH � �� �_� '� �"_ B6'•O 6' S9A, N _ RETAIN DI W/SL FR 614 _�____-� �, � 15' __ _ � rv v _ . .o _____ ___- r C ��t� �f P m o N -YIORPD- PT SfO.14+89.70 - t`= - - ---- - ---- r��100'TAPER G � - z�- � ND RIDGE N ' `� c 77'l 4 T E '- --- - - -"�------ _- � ---' e-n w�� F i -Yll- $TA 16+31.93� o ie E�-E � F------- -� -� '-----�-- 1 � � � /=i � .. � Obb1�C F) END APPROACH SLAB �� ' 615 W�G � BEGIN GU RDR4ILBARRIER � � obb -Y11- STA 16 + 55.93 � � YIORPD+00 �i � �c•� � 145 } 15" RCP-III � �.� �� I BEGIN RETAINING WALL - ii �� g� . � �.�-.-• ..,�_ ::_ i �, 4 .. . BEGIN CONC. DITCH L-. . �I � /�ETE� C�i% � ��: - ORPD- PO Sto. l9t29.0/ = N..- -� coNc i � � y�o'���- '�E 3�� - 0- POT Sf�. l8+ 2.62. 12.0' n {1µ� � ' n , 2 -_ � 1 ��� _ ��W�D i � I p � i2C�: _ --" ss / P Q HOLJING. I 6,3 •,3 ob5 �� ��m � CHURCH CEMETERY I . v�r��.a,�- ---.-- e v,�..c.,.,.^^�� - � 1,�, oe'z�Eli RETAIN CB 13 �' � . I . � �. ... � � � ���. PG 3bQ I � � RESIDENTIAL`' � `T � oae _ aEraiN ee '' ���' � � � � � � � � � -_ _" � � � � �I� �� �V °ne, � � t � HISTORIC DISTRICT ' I� ; AdI.1B I RETAIN ;�4. x9"�• , a F _ _ ,� m''�� f 165 RETAIN CB 065 RETAIN � .�. �r �. - - - � � �. � � �� � - l � � • � � � I I ? I0� ' , . '� . �: i � .�J.�-��' � ' _ • . . O65 II �HAIN N RETAIN MH P . � „�_. . ` ..;, � .� . , 065 �.�.�' , 6"y� - _.- ' _ _ , �� � RETAICLM - .- O .�__�l�_ - - � exsnuc� _ CIM�__ \ �.. � .`� � .. � �: , `�., � � V RETAIN SYSTEM :. �.�.. - R,A�N SYSTEM � HISTORIC SALEM � N " �' -- -, -•- - _ - ��- �� _ �{ CEMETERY -,-'r^ �� ��� � �► �.�'� � �-. ' �B PAINTED RETAW exisrw� � -YIORPD- POT Sto.10+00.00 = '� � �suNo �SLAND � -YI PR - P t l+ -L- POC Sta. 7/+50.00. 29.50' RT NBasaso -YIOA- POT Sfo.l4+g2.45= � _ E=i633030 -YII- 10. l fl . l I �- ELEV=897.94 � : .�� � ., .. .. .- � I I HISTORIC SALEM END CONSTRUCTION j CEMETERY -Y11- Sta. 19+05.00 i -YIORPD- Pl Sta /3+49.6/ Pl Sto 18+54.83 0= 8' 56' 10.4' fRTI �_ ll3' 33' 05.8' fLTI D= 3' l0' 59.2' D= 35' 09' 02.8' L = 280.74' L = 323.04' T = 140b5' T = 248.86' R = 1,800.00' R = 163.00' V= 30 mph V= 25 mph e = 04 e = 03 OLD SALEM HISTORIC DISTRICT ������� i������� i�i�i�i�i�i�i�i • • � i000!�2�2�!� ALL RADII 10' UNLESS OTHERWISE NOTED SEE SHEET NOS. 14 & 15 FOR -L- PROFILE SEE SHEET NOS. 19 & 20 FOR -Y2A- PROFILE SEE SHEET NO. 23 FOR -Y7- &-Y7RP6- PROFILES SEE SHEET NO. 24 FOR -Y8- PROFILE LOCATION: SEE SHEET NO. 25 FOR -Y8RPA- &-Y8RPD- PROFILES SEE SHEET NO. 26 FOR -Y9- &-Y10- PROFILES SEE SHEET NO. 27 FOR -YIORA- &-YIORD- PROFILES SEE SHEET NO. 28 FOR -Yll- PROFILE TIP NO.: SEE SHEET NO. 29 FOR -DRRTY9- PROFILE GRAPHIC SCALE DESIGNED sr: SEE SHEET NO. 30 FOR -STLWY- PROFILE 50 25 0 50 700 SEE SHEET NO. 2B-11 FOR FUTURE -MUP6- &-MUP7- PLANS CHECKED ev: PLANS COUNTY: DATE: � � m ti N � N � � a � � a � 0 0 U z W J m Q �- Z w � -+- a m � N � N � � O � � � c � � 0 0 U � � � a , � 0 0 U Z � w > H � � � a 0 N � w � H � � 0 N � � � C9 W � a 0 Z w � Z � a S U � � � � O _ N � � � 0 � m ti N � N � � 0 � � i T 0 3 � 0 0 � i m � N � N � i � � � � � 0 � �, � � � 0 � � N �o i � H m I � a U 0 � i m 0 � � � � C C O � U � � � � c 0 U � � � 0 v i H � � m m m a m ti N � N � i c 0 � � � � O a � C 0 � � � � 0 � a � 0 � � 'o � O U i � � � O Z � � W o w � J (n H � � L.� PROJECT REFERENCE NO. SHEET NO. U-2827B, C-5620A 7 ZO�� (VOLUME IN �OOS� RM/ SHEET NO. AADT YEAR 2040 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PETER'S CREEK PKWY (-Yl A-) 71 177 16 1 33 3 NAD 83✓NSRS 2007 F I RST ST. F I RST ST. .�.— (-Y2A-) 37 40 (-Y2A-) 62 6 24 ��g DOCUMENT NOT CONSIDERED FINAL 11 97 UNLESS ALL SIGNATURES COMPLETED 84 249 �`G PETER'S CREEK PKWY � ��pt�e �`�'` � (-Yl A-) ,�, � 1 I� � � �CN� k1 -�-__ Mp, . ��` , S� �' � � -- _ _ �/2P ��� HDR Engineering, Inc. of the Carolinas �` � S ����v,y�o�� N d�3 _ �b ; 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 ��;�,; _, �� N.C.B.E.L.S. License Number: F-0116 S 1 PARKING ACCE55 EASEMENT 6'� �� � �PER Pa 54 Pc �� �ON� CURB � � �� Q� 6�-� �—� 'L ,� END WIDENING ``� �`�� �►�' t� � s�s ���� � ���� END CONSTRUCTION ��� � � � 1 ��� � -Y1- Sta. 37+50.00 � �� . .�a '/` �� � 2�5 � �d� `� -Y1- Sta. 39+25.00 r 3 ,H� �gb m o �o s ,f � �P, o _ _ _ , � ",�� � � CITY �7' � 158���� � � � I 1S9 M�G�� _ _��� i ��UfyU 4 �� � �� m m � � ' � v, � ` I —! � P� " m m Q � � � � m � � �� � �,? DO NOT DISTURB � PB � � � � - � �� EXIST. WALL � �:� N�M�•� � II i` � � cp �� °OOKSTO N DEyEI �^����'"� RETAIN � � � �I II � �-, -� C � oo_� � � rs �.e.: -�-�� � Is � 000� �. PAR NERS. 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V EX. e = EX, e = EX. 413 S7g°q��09°E -� 1 A AADT YEAR 2 0 1 1 ( V O L U M E I N 1 0 0 s) 2040 PETER'S CREEK PKWY (-Yl A-) 220 358 27 �O ACADEMY ST. 39 68 ACADEMY ST. (-ACAD-) (-ACAD-) $ 4 30 15 � 22 43 22 220 316 PETER'S CREEK PKWY (-Yl A-) ALL RADII 10' UNLESS OTHERWISE NOTED SEE SHEET NO. 30 FOR -ACAD- PROFILE