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Home My WebLink About20170725 Ver 1_B-4982 Iredell June 6 2017_20170607STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR June 6, 2017 U.S. Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mr. Steven Kichefski NCDOT Coordinator JAMES H. TROGDON, III SECRETARY Subject: Application for Section 404 Nationwide Permits 13 and 33 and 401 Water Quality Certification for the Proposed Replacement of Bridge No. 38 over Third Creek on US 21 / NC 115 in Iredell County, Division 12, TIP No. B-4982, Federal Aid Project No.BRSTP-0021(15). Debit $570 from WBS# 40159.1.1. Dear Mr. Kichefski: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 38 over Third Creek on US 21/NC 115 in Iredell County. There are no alternate routes to support the current traffic through the project corridor, thus no off-site detours are being used to reroute traffic during construction. Instead, the replacement bridge will be constructed in phases to allow traffic to continue to utilize US 21/NC 115 through the duration of construction. There will be 262 linear feet of bank stabilization impact, and 123 linear feet (0.04 acre) of temporary impact from the temporary causeway to be used for the removal of the existing bridge middle bent and the construction of the proposed bridge middle bent. Please see enclosed copies of the Pre-Construction Notification (PCN), Stormwater Management Plan, Permit Drawings, and Roadway Plan Sheets. A Programmatic Categorical Exclusion (PCE) was completed in July 2015 and distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of September 19, 2017 and a review date of August 1, 2017; however, the let date may advance as additional funding becomes available. MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF 1i2ANSPORTATION F[iC: (919� 212-57H5 1 OZO BIRCH RIDGE DRNE NATURAL ENVIRONMENT SECTION Customer Service: 1-877-368-4968 RALEIGH NC 27610 1598 MAIL SERVICE CENTER Website: www.ncdot.gov Rnr.EiGx NC 27699-1598 A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.�ov/resources/Environmental. If you have any questions or need additional information, please call Bill Barrett at (919) 707-6103. Sincerely, �� w Philip S. arris III, P.E., C.P.M. E Environmental Analysis Unit Head Cc: NCDOT Permit Application Standard Distribution List �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: 13 33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge No. 38 over Third Creek on US 21-NC 115. 2b. County: Iredell 2c. Nearest municipality / town: Statesville 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state B_4982 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) 707-6103 3g. Fax no.: (919) 212-5785 3h. Email address: wabarrett@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: 35.751611 Longitude: - 80.891002 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 43.6 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Third Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Yadkin-Pee Dee 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: Development in the area is a mix of residential and commercial development. US 21/NC 115 is classified as a major collector in the Statewide Functional Classification System and it is not part of the National Highway System. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 329 linear feet 3d. Explain the purpose of the proposed project: To replace a structurally deficient (superstructure rating of 3 out of 9, and substructure rating of 4 out of 9) and functionally obsolete (sufficiency rating of 27.3 out of a possible 100 for a new structure) bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 126-foot bridge with a 212-foot, 3-span bridge to the east of the existing bridge. The new bridge will be constructed in phases to allow traffic to continue to utilize US 21/NC 115 through the duration of construction. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo�r this property / � Yes � No ❑ Unknown project (including all prior phases) in the past. Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or impact (if known) (acres) Tem ora T Site 1❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts X Permanent X Temporary 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of Stream name Perennia Type of Average Impact number - impact I(PER) jurisdiction stream length Permanent (P) or or (Corps - 404, width (linear feet) Temporary (T) intermitt 10 (feet) ent DWQ — non- (INT)? 404, other) Site 1� P❑ T bank Third Creek � PER � Corps 40 262 stabilization ❑ INT ❑ DWQ Site 2❑ P� T causeway Third Creek � PER � Corps 35 123 ❑ INT ❑ DWQ (0.04 ac.) Site 3❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 262 Perm 3h. Total stream and tributary impacts 123 Temp (0.04 ac.) 3i. Comments: The 262 linear feet of permanent stream impact is from bank stabilization, which does not require mitigation. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list ali buffer im acts 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? 61 ❑P❑T ❑Yes ❑ No 62 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The new bridge will be 86 feet longer than the existing bridge, and will be at approximately the same grade as the existing structure (raised 0.7200%). There are no alternate routes to support the current traffic through the project corridor, thus no off-site detours are being used to reroute traffic during construction. Instead, the replacement bridge will be constructed in phases to allow traffic to continue to utilize US 21/NC 115 through the duration of construction. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The new bridge will also be a 3-spanstructure, but the middle bent will be located nearer the south bank, rather than near the middle of Third Creek, as is the current middle bridge bent. Removal of the existing middle bent located near the middle of the stream will require a temporary causeway that will exceed more than 50% of the stream width for no more than 14 consecutive days. Immediately upon removal of the existing middle bent, the temporary causeway will be removed to STA. 20+85 —L-, for the installation of the bent for the new bridge. Causeway construction and bent removal work will be performed consecutively to minimize the time the causeway will block flow (see note on Permit Drawing Sheet 5 of 6). The remainder of the causeway will be removed immediately following construction of the proposed bent for the new bridge. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State � Yes ❑ No If no, explain: NCDOT will mitigate for the 262 linear feet of stream impact, pursuant to NCDWR requirements (@ 1:1 ratio). NCDOT does not propose mitigation to USACE for the 262 2a. Does the project require Compensatory Mitigation for linear feet of bank stabilization impact, as it does not require fill impacts to Waters of the U.S. or Waters of the State? in the stream bed and therefore, under Section 404 of the Clean Water Act, does not constitute Loss of Waters of the U.S. and is not subject to compensatory mitigation for the USACE. Furthermore, the proposed bank stabilization is necessary to prevent erosion and sedimentation by preventing bank de- stabilization and thereby minimizing impacts to the environment. NCDWR also does not require mitigation for bank stabilization impacts. 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: 262 linear feet 4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: see Section 2a for comments regarding mitigation. 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ❑ No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: If required from 1a, see attached buffer permit drawings. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ 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: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federal►y protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. � Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS and NHP website were used, along with NCDOT field surveys. There is habitat on-site for dwarf-flowered heartleaf (DFHL). Quring the most recent survey, conducted on May 2s, 2017, no individuals of this species were identified. A Memo, dated March 17, 2016, was submitted to USFWS-Asheville on December 12, 2016 regarding the Northern long- eared bat (NLEB), noting that NCDOT has detemined 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. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? FEMA Maps Philip S. Harris, P.E., C.P.M. � � ? pj 7 Applicant/Agent's Printed Name � ,�` / Date A IicanUAgenYs Signature (AgenYs signature is va only if an authorization letter from the applicant is rovided. ll t �j�B�,,��,w. North Carolina Department of Transportation !� St[)i't714YdtP�' Highway Stormwater Program _ ` J'-�'% STORMWATER MANAGEMENT PLAN ��''�-��---�� (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 40159.1.1 TIP No.: B-4982 County�ies): Iredell Page 1 of 1 General Project Information WBS Element: 40159.1.1 TIP Number: B-4982 Project Type: Brid e Replacement Date: 3/21/2017 NCDOT Contact: Stephen R. Morgan, PE Contractor I Designer: Sungate Design Group, P.A. Address: Hydraulics Unit Address: g15 Jones Franklin road 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919)707-6739 Phone: 919 859-2243 Email: smor an ncdot. ov Email: 'clemmons sun atedesi n.com CitylTown: Statesville Count ies : Iredell River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 1625' Surrounding Land Use: Rural business / residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 1.8 ac. 1.1 ac. Typical Cross Section Description: 3@ 12' Paved Lanes with 4' Paved Shoulders and 4' Grassed Shoulders 2@ 12' Paved Lanes with 8' Grassed Shoulders Annual Avg Daily Tra�c (veh/hr/day): Design/Future: 21300 Year: 2037 Existi� : 12700 Year: 2017 General Project Narrative: Project B-4982 involves the replacement of Bridge # 480038 in Iredell County on US 21 / NC 115 over Third Creek. The proposed bridge consists of a 3@ 70' 45" prestressed (Description of Minimization of Water concrete girder with 4' end bent caps and drilled shaft piers. It replaces the existing bridge which consists of a 1@50', 1@42', 1@50' concrete and steel grider on concrete piers Quality Impacts) with concrete vertical abutments. No deck drains will be necessary for this project. The project has been designed to minimize impervious surfaces to the maximum extent practicable. Vegetative conveyance of project drainage has been maximized to the greatest extent practicable. Permanent Soil Retention Matting and Rip-Rap have been used to line project ditches where necessary to prevent erosion and promote ditch stability. Spill through slopes of no greater than 1.5:1 are provided under the proposed bridge and will be armored with CL'll' rip rap to prevent erosion and promote bank stability. Existing drainage patterns and subsurface drainage systems have been retained to the greatest extent practicable. Waterbody Information Surface Water Body (1): Third Creek NCDWR Stream Index No.: 12-108-20-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Third Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justifcation in the General Project Narrative) General Project Narrative) See Sheet 9A For Index of Sheets See Sheet 9B for Conventional Symbols See Sheet 9C- 9 For Survey Confrol Sheet BEGIN CONSTRUCTION -L- STA.12+30.00 TO TROUTMAN US ?% NC L/ i r i � i� �v BEGIN TIP PROJECT B-4982 -L- POT STA. 13 + 00.00 �� 1LJl� �Y ��1L�� 1LJI1�L�� V'V' �� IREDELL CD U1�lTY LOCATI011I: REPLACE BRIDGE N0.38 OVER THIRD CREEK 011t US 2l - 1VC IIS TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT -� �1 _ `o \�� SITE 1 rn � � s_ END BRIDGE -L- STA.22+17.57 0 END CONSTRUCTION -Y- STA.10+60.00 � _ � w �_ Y ,-� I ._ . ., ., � S'lwiC P . . .w.PROl.NO. 40159.7N1 BRSTP-0021 40159.2.1 s„��T � TOT,, �\ � � � � � PERMIT DRAWING �� o� SHEET 1 OF 6 �S� NO IMPACTS ON PSH 5 END CONSTRUCTION -L- STA.29+60.00 I �� m i � �� ---- 'I- vc�v RD.�- - '�� - L � � - - � -- -__�------ — _ , — _— �— — -- LiS �i - P�!C il7 i� uE�r�n✓ r�DJ NOTES: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TRAFFIC IS TO BE MAINTAINED ONSITE USWG STAGED CONSTRUCTION. � BEGIN BRIDGE -L- srA. ao+o2.ao - �� . �'v� � �� \ � \ �� \ �� , �, TO STATESVILLE END TIP PROJECT B-4982 -L- POC STA. 29+25.00 � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HI'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�ed in tne office of: ADT 2017 = 12700 DIVISIOIV OF HIGHWAYS 50 25 0 50 700 LENGTH ROADWAY TIP PROJECT B-4982 = 0.267 �000 a�.�h n�d e Dr., Raleigh xc, Z�e�o �ou�p ADT 2037 = 21300 g �� ' �� K- q % LENGTH STRUCTURE TIP PROJECT B-4982 = 0.041 zarzsrallonnn sPEcrFrcazroxs �Q �Q PLANS , � D= 55 % TOTAL LENGTH OF TIP PROJECT B-4982 = 0.308 sicuaTuns: P� � '� 50 25 0 50 100 - o* � g T- 5 /o RIGHT OF WAY DATE: JAMES A. SPEER, PE V= 50 MPH SEPTEMBER 22, 2016 reo�scr sn�crxEax ROADWAY DESIGN �� PROFILE (HORIZONTAL) TTST =1/o ENGINEER �� a� * ° DUAL 4% �p oQ� 10 5 0 10 20 FUNC CLASS = LETTIIVG DATE: NYA K. BOAYUE, PE �� ` �� MINOR ARTERIAL SEPTEMBER 19, 2017 PRo�scr Dss,cx Exc�NEEn PROFILE (VERTICAL) REGIONAL TIER PE S7GNAT[IRE: 6 � � cn SKETCH SHOWING BRIDGE /ROADWAY RELATIONSHIP Z�� AVERAGE DAILY TRAFFlC 2037 WATERCREST DR. 200 300 ioo iz,�oa ioo z,�oo � -�- NC 115 NS 21 O + � ioo �200 �z,�oo � zi.aoo SHELTON AVE. WESLEY C. PALMES III WESLEY C. PALMES III EiP Eil � `� WESLEY C.PALMES CL 'B' RIP RAP PAD E5T 2 TONS 7 SY GFD FALSE SUMP —� SEE DETAIL 1 \ SPECIAL CUT DITCH � SEE DETAIL 4 iS F I BUS �\ / i s rnT� i�� I--�C _-- � � � / BUS IL � _ L! CJ�� +�!C��r. �r.�T_a a C�;. I �� BL-3 x G • F REMOVE 72" RCP G� O O \ \ I� y // AND REPLACE W/15" �rF — _ _ _ — _� GASE "6WD X� __ � 1 d, �-I O ti ��X��X . 5 35"WD � _ .0 Fxc.ur aiw C� �� . .. � 36' SPEC CUT DITCH —' � SEE DETAIL 3 r0 TROU7MAN �4'BSi —� US 2l/NC Il5 SNELTON RD W 3' PVC `�„�y . . .. 'r" -y �� Q Q Q E) � �E"3 Q � �3 � /'`, SPEC CUT DITCH SEE DETAIL 3 � �� . � F G ADJUST FILL SLOPE AS NECESSARY TO GRADE TO DRAIN INTO -L- CUT DITCH LINE RDWY DITCH W/ PSRM TO DEPTH = 1.0' APPROX 55 SY JOHN H. PHIPPS AND WIFE KATHLEEN C. PHIPPS DETAIL 1 �� FALSE SU�MP ;,,I(, ( Nof fo Sc le) o� Outside Ditch Troffic Fiow ' 2' �O� —{z'� DETAIL 3 SPECIAL CUT DITCH GI INmm s�oie� �- S �— etc ` Dech S=Diich Slope 4 Proposed Ditch � �a��a� � d� �e< siave Ground 7�� p F�o 6i STA. 16+37 -L- LT — STA. 28+62 -L- RT Min. D=1.5 Ft. � DETAIL 2 STREAMBANK STABILIZATION FROM STA. 12+30 TO STA. 13+00 -L- LT FROM $TA. 12+50 TO $TA. 15+25 -L- RT a TB � Nof �o Scole� 7B ,� i.o�m��. � i.o��r�. — z.o� z.a' — i � GEOTEXTILE d EOTFXfILE � � CHANNEL'S EDGE S Type a(Liner- J40 TONS,CL'll'Ri�Rop Geo�o.tilo= J85 s m FROM STA. 19-r 60 -L- LT TO STA. 22 - 00 -L- RT �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � O O N � \ CL 'B' RIP��`.. �� S �� P� PROJECT REFERENCE NO. B-4982 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED L.TYRONE STONER PERMIT DRAWING AND WIFE S H E ET 2 O F 6 ESTHER A.STONER �p pqp ' FILL SCOUR HOLE � STD V DITCH EST 2 TONA CL'll' RIP RAP TO APPROX P SEE DETAIL 5 7 SY GFD � STREAMBANK EL J89.5 STABILIZATION \ A SEE DETAIL 2 REMOVE DR2 9 "' n GPS B4982- RDWY DITCH � � �. l \ REMOVE ,r� � B, �^'�N �� ExST DI a W �Bo Cj. �8 � � `� � GR� qR� � � F � � � �� 6R \ � � � o` s — — — — — _ � _ � — \B 4' --�. 2 MTL I � CANCP —\ /' _ —_—_— _ � , ., �� ._._.\�\ �.,.� IS K BIJS ,��% ,r._. ....� i rsN 78" CP- I � 8„ ti`-'� �� To P�I END t,�'�SPEC CUT�fCf� 5"a l-"'� ��`� � �M � —SEf--BEinIL�, � � , / C / " REMOVE DI � I / � �INS RUBEN MARTINEZ MQ RA9?E� y�t�EYA HERN��DEZ��J�AL� � � �y Y - GRI �5 EC CUT�DITCH � �� "� �� ,� s�ornu�coNc � I I � / I � / � ' � ti� � � / Wd .-J � � � � � � TRAILER � � IS F D �R I A I �y� � / � ROBERT A.MOORE . �7 AR�� I . wD ----�� EIP �`i � I�,. 1 � � ONC I�I I I \ � � �/ I � � � � � �� CONc � ii �� —�� 1 / � / � �� sFo •/ / l � � �—_�R � � l I la � 5 \ \ GAIL R. JARVIS \ IS" W/ � � y / ` � — — — � esr r v � 15" W/ I ELBOWS I SPEC lAT V DITC q I BSr SEE DETAIL��.CL �_ _ �— X— � ' X—X—x Fo � S1oRAGF_ `P CONTAINER _� I GR CONC I RJ & EJ,LLC — I �' / ^ IS �&MTL — J Hl1S / � � / � \ � DOG LOT \ CONC \ I � I � � \ r�� \ �---- / � � � � � i •�r � \ i � � ( � � � , �� 4� � \ DETAIL 4 SPECIAL CUT DITCH � Noe �o Scale� \ Na� � p.om I �n ural f d� � Slope Ground 7�� p p\o��e Min. D-1.0 Ff. \ FROM STA. 15+50 TO STA. 16+25 -L- LT � IS �K D FALS� S MP sEE dEr � 6 � C �___... � .� � v � � ��,� e. � �cro � CAUSEWAY \ � \ \ \ ��\ \<\ .. ` \� � \�+-,��w p .i,r �Z,�CL \ � � a1 . �., w�Y C. �_ X �\ �_ \ so � . PA\SI�. ��\�\ qp \ �� . \} 4F �� \�� ` GR LT� c,� /2 0�"\ \\ ��\ Z � 'A � 9^ �\ co _ \ \ w\ \� c \ \ � � \ � \ SBG FROM STA 1� 3�� s� \� �� ^-� TO BEG OF APPROAC� a� \\ 9�FS � ` \ 2n \ � � uic Vy\ �V � � BM-A � � � � � N�733830� �c �°� � A � � \ E�4�9�6 � ' t��v.=-e2.ar � DETAIL 5 DETAIL b = K $TANDARD 'V' DITCH FALSE $UMP ��;� � No�to Srvle� �No�b Smla) OI� / Haw,oi � �oro�oi Outside Ditch �z p,l _ Gro�nd zj ti.� Gro��d Troffic Flow `p.1 20:j f D GI Min.D=1.5 Ff. �-5— e��. FROM STA.16+85 TO STA.19�75 -L- LT S=Ditch Slope f� Proposed Difch � STA. 22 -r 87 -L- LT \ DETAIL 8 DETAIL 7 \� SPECIAL LA7ERAL 'V' DITCH SPECIAL CUT DITCH 1�� s��1e� � Nm m s�aie� �F —o�°°� �ar�,a� � a>��, G�fGC SEE SHEET 6 FOR —L— PROFILE G�a��d 4;�� AF��e� Slope Ground 7;� p F�os `Slape JO LJ O JO �oo SEE SHEET 7 FOR —DRI— PROFILE Min. D=1.5 Ft. M�° °=,5 F' P�a,Ns S E E S H E E T 7 F O R — D R 2— P R O F I L E FROM STA. 76-00 TO STA.17 � 00 -L- RT FROM STA.17-r00 TO STA.18+35 -L- RT z 0 N � � 6 � � cn 0 � I N �� SKETCH SHOWING BRIDGE /ROADWAY RELATIONSHIP REMOVE lY' RCP AND REPLACE W/15" � 0 SPEC CUT DITCH � SEE DETAIL 3 r0 TROU7� us e � SPEC CUT DITCH �%''��7`� SEE DETAIL 3 5'� I� —� ,. , ADJUST FILL SLOPE � AS NECESSARY TO GRADE TO DRAIN INTO -L- CUT DITCH LINE RDWY DITCH W/ PSRM TO DEPTH = 1.0' APPROX 55 SY DETAIL 1 �� FALSE SU�MP ;,,I(, ( Nof fo Sc le) o� Outside Ditch Troffic Fiow �� 2 , � � Z,' GI �- 5 — etc. S=Diich Slope fE Proposed Ditch � C � STA. 16+37 �- LT � STA. 28+62 -L- RT ro � DETAIL 2 STREAMBANK STABILIZATION a TB � Nof �o Scole� 7B .�3 I.0'min. \ 1.0'min. — 2.0' 2.0' — E d EOTFXfILE � � GEOTEXTILE � CHANNEL'S EDGE S Type a(Liner- J40 TONS,CL'll'Ri�Rop Geo�oxtilo= J85 s m FROM STA. 19-r 60 -L- LT TO STA. 22 - 00 -L- RT Z�� AVERAGE DAILY TRAFFlC 2037 WATERCREST DR. 200 300 ioo ioo iz,�oa ioo �200 z,�oo � b -�- NC 115 NS 21 WESLEY C.PALMES III JOHN H. PHIPPS AND WIFE KATHLEEN C. PHIPPS FROM STA. 12+30 TO STA. 13+00 -L- LT FROM $TA. 12+50 TO $TA. 15+25 -L- RT O + � �z,�oo zi.aoo SHELTON AVE. WESLEY C. PALMES III EiP Eil � `� WESLEY C.PALMES CL 'B' RIP RAP PAD E5T 2 TONS - 7 SY GFD FALSE SUMP � SEE DETAtL ' SPECIAL CUT DITCH \ SEE DETAIL 4 � � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � O � N FROM STA.15+50 TO STA.16+25 -L- LT FROM STA.16+85 TO STA.19�75 -L- LT FROM STA. 76-00 TO STA.17 � 00 -L- RT FROM STA.17-r00 TO STA.18+35 -L- RT �� S �� P� PROJECT REFERENCE NO. SHEET NO. B-4982 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED L.TYRONE STONER PERMIT DRAWING AND WIFE S H E ET 3 O F 6 ESTHER A.STONER � � W O W O � N + W M w N N H ? N J I = �U I �z so z5 0 50 �oo SEE SHEET 6 FOR —L— PROFILE SEE SHEET 7 FOR —DRI— PROFILE PLANS SEE SHEET 7 FOR —DR2— PROFILE WETLAND PERMIT IMPACT SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 19+60/21+g5 -L- BANK STABILIZATION 0.03 262 1 20+30/21+40 -L- TEMPORARY CAUSEWAY 0.04 123 TOTALS': 0.03 0.04 262 123 0 *Rounded totals are sum of actual impacts NOTES: Proposed Interior Bent impact is equal to .02 acres September2014 N 00 O� � I • � � n ll v � n See Sheet � A For I ndex of Sheets See Sheet �B for Conventional Symbols See Sheet � C- � For Survey Control Sheet � � � NOTES: TRAFFIC BEGIN CONSTRUCTION -L- STA.12 +30.00 / 'i �� 1\�� i �`� U S 21 - N C 115 TO TROUTMAN {, I� _�� _ - = HELTON RD.) BEGIl� TIP PROJECT B-4982 -L- POT STA. 13 + 00.00 �� LOCATI01�1: REPLACE BRIDGE 1�0. 38 OT�ER THIRD CREEl� 01� US 21 - 1�C 11 S TYPE OF WORK: GRADII�G, DRAII�AGE, PA VI1�G, � STR UCTt I � , �` � �� ,\ I �� `�'� END BRIDGE � �� I ��o -� STA.22+17.57 , � � \� � , � � �� \ � 1 � � �� \ \ \ -- -- � - '_ �..\ \� \ � - - - - - - - - \ � / _ _�-_` \ � �------..- 1� � �� _�_ � �� \ � � -� . . _ - -�--__T____�__ IS TO BE MAINTAINED ONSITE USING STAGED CONSTRUCTION. ''� BEGI BRIDGE -L- S A. 20+02.40 I� � � � � "�' �� Q^ �...\ �� , �o� ,. ,, � � O �� '�1 � ��. ��F , �� O � W z � _ N � w � END CONSTRUCTION -Y STA.10+60.00 �''� END CONSTRUCTION -L- STA. Z9+60.00 US 21 - NC 115 (SHELTON RD.) TO STATESVILLE `� �/ /�. ._ __. E111D TIP PROJECT 8-4982 ,� -L- POC STA. 29 + 2�.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLA11lS PREPARED FOR THE 1�CDOT BY: 1YyDRAULICS GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH STV Engineers, Inc. E11tGI11lEER ADT 2017 = 12700 ,ST�% 100 goo w�st Trad� st , su�t� ��5 50 25 0 50 loo LENGTH ROADWAY TIP PROJECT B-4982 = 0.267 �� cnar�otte, Nc z8�o2 �oa� ADT 2037 = 21300 Nc ��er�se Number F—o99� �� o� �� K= 9 % LENGTH STRUCTURE TIP PROJECT 6-4982 = 0.041 2012 STANDARD SPECIFICATIONS �Q °�Q� PLANS D= 55 % TOTAL LENGTH OF TIP PROJECT B-4982 = 0.308 PE � �' 5� 25 0 5� �� = SIGNATURE: �w � T 5 %* RIGHT OF WAY DATE: SEAN C. STEPHENS, PE ROADWAY DESIG1�l � � PROJECT ENGINEER � V= 50 MPH SEPTEMBER 22, 2016 E111GI11tEER � Q PROFILE (HORIZONTAL) * TTST =1% DUAL 4% ��''�' o o�QOQ� l0 5 0 l0 20 FUNC CLASS = NCDOT CONTACT: BRYAN KEY, PE LETTI11lG DATE: h�1AAMOON K. ABDELAZIZ ��p� ARTERIAL SEPTEMBER 19, 2017 PROJECT DESIGNER PROFILE VERTICAL REGIONAL TIER PROJECT DESIGN ENGINEER � ` P.E. I SIGNATURE: BOUNDARIES AND PROPERTY.• State Line ---- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument � Parcel/Sequence Number i23 Existing Fence Line -x x x- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -WLe- - - - Proposed Wetland Boundary WLe Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil �"•� S •� ,- Potential Contamination Area: Soil � S�- Known Contamination Area: Water - �' -W- '� - Potential Contamination Area: Water ?� W�- Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° W Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � Jurisdictional Stream �S Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow � --- ---- Disappearing Stream � Spring �-��-�_,..� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump �� 9 �� Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 0 SWITCH � � � � � 0 w 0 v W �—e- Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail - Proposed Guardrail = Existing Cable Guiderail - Proposed Cable Guiderail - Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub Hedge Woods Line �c� �� A, c E E TDE PDE DUE PUE TUE AUE 0 c F CR � ��i � � Orchard V i n eya rd EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard coNc J ��N� WW � CONC HW �--------� � CB O �� — — — —P— — —P— P � � O a � HH — — — —T— — — — — —T— — T — — — —TC— — — — — —TC— — TC — — — —T FO— — — — —T FO— — — T FO WATE R: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Ped esta I TV Tower U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - AlG Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information -W W A/G Water a � HH — — — —TV— — — — — —TV— — — TV — — — —TV FO— — — — —TV FO— TV FO 0 � — —G— — — — — —G— — �— A/G Gas � O ss A/G Sanitary Sewer — — — —FSS— — — — — — FSS — — FSS • 0 � ❑s — ?UTL 0 UST 0 � m AATU R E.O.I. � B4982—I N=732634a057 E=14383410583 ELEVo=791a93' � 9� dv�'GC�' ��, O �O O> —L— POT l2+ BL-3 N=733177,993 E=14386130346 ELEV,=792,13' --TO TROUTMAN N 26° 37' 43.9" E PROJECT REFERENGE NO. SHEET NO. 6-4962 1C-1 S UR VEY C01�TROL SHEET B-4982 Location and Surve s 8 � —L— PC l4+/0.00 —L— PRC 16+7299 —L — PT 19+35.99 RIbGE #38 N 26" 3 4. BM#2 � N=733830 E=1439213 ELEVe=782082' � e� �OINT DF�Co NORTH �RS'1� EL�VPTION L��Ai�IQN OFFS��I 1 B4982-1 732634,P57ID 1438341,583�i 791,93 OUTSIDE PROJECT LIMITS � BL-3 733177,9928 1438613e3462 792,13 13�48,�9 16,9P LT 2 1349fl2-2 733932,757� 143�1�2q,79B� 793,82 22��7e�6 2,78 LT 4 �+L � 734�15e��Zis 143�4G�2�e77E2 �t;2�e�� OUT`>ID� F'RUJ�Ci Li�ti1II5 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "64982-1" WITH NAD 83/NSRS 2007 STATE PLANE GR[D COORDINATES OF NORTHING: 732634.057(ftl EASTING: 1438341.583(ft) ELEVATION: 791.93'(ftl THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GR[D) IS: 0.99987725 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B4982-1" TO —L— STAT[ON 12+30.00 IS N 28°30'16.08 E 490.21' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 BM1 ELEVATION = 7�i1a93' N 732634,�57 E 1439341,583 L STATION 12�3�a0� TO BM 1 S 28°3�' 1601�8" W C1IST 490021' RE13RR AND CAP STqMPED B4982-1 ��,��r.x..�.�=�,��rx.��.��.r�.��,�� BM2 ELEVATION = 782,82' N 73383( E 143�7213 L STRTION 22��0�� 2�7' RIGHT R/R SPIKE SET IN BASE OF 24" OAK ON SOUTHEAST SIDE OF THIRD CREEK9 33' FROM CENTERLINE OF FOGGY BOTTOM RDo C�M3 ELEVRTION = 83�,62' N 734815n35� E 143�46�,776 L STRTION 29�93,85 TO BM 3 N 3�°24'14024" E DIST 1��035' REB�1R RND CRP STRMPED BL-4 NOTE: DRAWING NOT TO SCALE � N B4982-2 N=7339320757 E=1439029a798 ELEVe=793o82' \ � �� \.�,y��o \ \ �',�\ \FF� NOTES: US 2//NC ll5 _ SHELTON RD __22' BST —L — PT —L — PC 28+ W � �? � BL-4 N=7348150350 `'� � E=1439460,776 N N ELEVo=830062' � 2 TO STATESVILLE ------- — ♦ —L— POT 29+93.85 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP.//WWWNCDOT.ORG/DOH/PRECONSTR UCT/HIGHWAY/GOCATION/PROJECT/ THE FILES TO BE FOUND ARE AS FOLLOWS: B4982 LS_CONTROL.TXT SITE CAI,IBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THZS PROJECT.IF FURTHER INFORMATZON IS NEEDED,PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. �INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING CLOBAL POSITIONING SYSTEM. NETWORK ESTABLISHED FROM EXISTING HARN MONUMENTATION SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. PAVEMENT SCHEDULE ��INAL f�AV��ME��lV7� D�SIGN� C1 PROP. APPROX. 1%2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. C 2 PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 224 LBS. PER SQ. YD. C 3 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, CL�. AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. D1 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. D 2 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" D`3 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%2" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. E 2 PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E 3 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5%2" IN DEPTH. P PRIME COAT AT THE RATE OF 0.35 GAL. PER SQ. YD. R1 PROP. SHOULDER BERM GUTTER MODIFIED (SEE DETAIL 2C-1) R 2 PROP. 2'-6" CURB AND GUTTER J PROP. 8" AGGREGATE BASE COURSE T EARTH MATERIAL U EXISTING PAVEMENT W VARIABLE DEPTH ASPHALT PAVEMENT EXISTING GROU D -� --- - NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. VARIABLE SLOPE SEE X-SECTIONS EXISTING GROUND VARI ES C� SURVEY VARIABLE � GRADE � POI NT i C1 E3 i D1 / ' I I ' _ - � _- � - � _ - -I" � � - 3 �� D3 � C� EXISTING C4 ��_ � � __-T--_- � �, , ' I - - � � /;; � I U � 2 �„ MIN. MIN. Detail Showing Method Of Wedging � C1 °J �E �---------------- MII�I.------------ �'iv�iir. J 5.5' � � FUTURE SIDEWALK V�------- T Wedging Detail For Resurfacing 6' � 4' � � BIKE LAN E 8' E11' W/GR� 4' FDPS [C � �: E2 ' GRADE TO THIS LINE � -L- � I 59' 12' 6' ' 6' 12' I GRADE ! POI NT � 0.02 �/ 0.02 � I I I I TYPICAL SECTION ON STRUCTURE (SEE STRUCTURE PLANS) -L- STA. 20 + 02.40 TO STA. 22 + 17.57 � -L- � VAR. 12' TO 18' ! VAR. 12' TO 18' �-i-�E � 12' VAR. ! VAR. 12' 0' TO 6' � 0' TO 6' i I GRADE / POI NT i � C1 w � C1 C � � 0.02 � 0.02 � - - - - - - -I- - - - _ _ - i � �� ,,,, ; � ,,,, EXISTING VARIABLE WIDTH TYPICAL SECTION NO. 1 -L- STA. 13 + 50.00 TO STA. 18 + 25.00 -L- STA. 24 + 75.00 TO STA. 28 + 75.00 6' � 4' � � BI KE LAN E 3" MIN. 5.5' � � FUTURE SIDEWALK ------�_ 8' 11' W/G R 4' FDPS W � � � w J u � v m 0.08� 12' 6:� 4' EXISTING GROUND VARIABLE SLO E `L�1 SEE X-SECTIONS � EXISTING GROUND 4 :� D1 E2 � GRADE TO THIS LINE TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 1 -L- STA. 13 + 00.00 TO STA. 13 + 50.00 -L- STA. 2 8+ 75 . 00 TO STA. 2 9+ 2 5. 00 EXISTING GROUND _- � VARIABLE SLOPE SEE X-SECTIONS EXISTING GROUND � VAR. 6•� ,l•1 8' 11' W/G R 4' FDP w � � � V � V , 0_08 m T PAVEMENT SCHEDULE C1 PROP. APPROX. 1%2" ACSC, TYPE S9.5B. C2 PROP . APPROX . 2" ACSC, TYPE S9 . 5B . C3 PROP . APPROX . 3" ACSC, TYPE S9 . 5B . C4 PROP . VARI . DEPTH ACSC, TYPE S9 . 5B . D1 PROP. APPROX. 3" ACIC, TYPE I19.OB. D2 PROP . APPROX . 4" ACIC, TYPE I1 9. OB . D3 PROP . VARI . DEPTH ACIC, TYPE I1 9. OB . E1 PROP. APPROX. 4" ACBC, TYPE B25.0B. E2 PROP . APPROX . 5" ACBC, TYPE B25 . OB . E3 PROP. VARI. DEPTH ACBC, TYPE B25.0B. P PRIME COAT R1 PROP. SHOULDER BERM GUTTER (MOD.) SEE DETAIL 2C-1 R2 PROP . 2' - 6" C&G J PROP. 8" AGGREGATE BASE COURSE T EARTH MATERIAL U EXISTING PAVEMENT W VARIABLE DEPTH ASPHALT PAVEMENT 18' 12' D1 , 0.02 18' 12' GRADE POINT � C3 0.02 � �l 8' 11' W/G R 4' DPS w � � � V � U m �•�� T � �� GRADE TO THIS LINE TYPICAL SECTION NO. 2 -L- STA. 18 + 25.00 TO -L- STA. 20 + 02.40 (BEGIN BRIDGE) -L- STA. 22 + 17.57 (END BRIDGE) TO STA. 24 + 75.00 EXISTING GROUND EXISTING GROUND -1 -- -- VARIABLE SLOPE SEE X-SECTIONS = � - ----- EXISTING GROUND VAR. v P� VAR. � 4' �_ T : � T 15' � 0.02 0 12' 6:� � -Y- I VAR. 12' TO 26' i VAR. 12' TO 24' -I- C3 � 0.02 GRADE POINT 0.02 � C � I i Dl E2 » �� E2 GRADE TO THIS LINE TYPICAL SECTION NO. 3 -Y- STA. 10 + 17.09 TO STA. 10 + 60.00 � -DRI- � ! �5, �-j-E � GRADE POINT � C2 I � 0.0: , o 0 i i J 4' , 4' � VARIES W LL � 0 Rl C3�J W o� � EXISTING GROUND �1 ,� - - - T 6„ E2 D1 GRADE TO THIS LINE EXISTING GROUND TYPICAL SECTION NO. 2A _ �_ IN CONJUNCTION WITH T.S. NO. 2 VARIABLE SLOPE -L- STA. 18 + 30.00 TO 19 + 51.63 LT. SEE X-SECTIONS -L- STA. 19+83.00 TO 20+05.97 RT. E IX STING GROUND : 0.-�8� EXISTING GROUND o._ � - � 3: � `L'• T GRADE TO THIS LINE TYPICAL SECTION NO. 4 -DR3- STA. 10 + 22.00 TO STA. 11 + 50.00 T VARIES � 3' 2' O �C3 Rl 0 a W R2 � ?•I , 0.02 �0.02 EXISTING GROUND � ---�- D1 6„ T �� C3 GRADE TO THIS LINE E2 0.5' E1 - D2 TYPICAL SECTION NO. 26 IN CONJUNCTION WITH T.S. NO. 2 -L- STA. 18 + 85.00 TO 19 + 88.00 RT. : 4:� EXISTING GROUND � A. 2' �1 EXISTING GROUND VARIABLE SLOPE , SEE X-SECTIONS , EXISTING GROUND � -D R2-, -D R3- i 12, I � GRADE 2' i POI NT 2 � j C2 � EXISTING GROUND 0.02 � � --� 0 2. �•1 ,� I _ �� 10'� ( J ) `� �� GRADE TO THIS LINE TYPICAL SECTION NO. 5 -DRI- STA. 10 + 00.00 TO STA. 11 + 34.33 -DR2- STA. 10 + 20.20 TO STA. 11 + 25.00 rn z � � O r H v c� p0 I-I = rn�o � � rn �m� v� � H C Cn r � _ � � O �D rnc� �v r � 0 z m� � � O � SHEET OF 846 D01 8rr o� o�o � o I o 0 0 ►►��ao 5 0 0 o �o 2►_4►► MIN. � �o oo� o 0 0 ° o o �o 1/g " RAD I U S o a o 0 0 ° ° II � °oa��°� 6 0 c� � � ° ° a o MODIFIED SHOULDER BERM GUTTER GENERAL NOTES: -PLACE CONTRACTION J OINTS AT 10' INTERVALS, EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. -J OINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 1%2►► DEEP. -FILL ALL CONSTRUCTION J OINTS WITH J OINT FILLER AND SEALER. -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO ALL RIGID OBJECTS. FILL 3/g" x 1" DEEP GROOVED OR SAWN J 0 I NT WI TH J O I NT SEALER 0 0° o o ° ° �o ° o 0 o� �o � o �oo � o a o � 00 � o o � � o � � 0 0 �--� o � o 1/g " RAD . � ° � o 0 � o0 0 0 o �� a � o JOINT PAVEMENT � SURFACE o� o0 0� o� o Q o o�l o �o��oo��o �� o�°a ° °o °o° o�� o�°�� o o�� a o o � o°° o PROP. PAVEMENT LONGITUDINAL JOINT 1/g " RAD . JOINT SEALER GUTTER �/ SURFACE ,�°o�o �� o ° o °o °� °o°� °��° °o � o� ° � ° ° ° °o �° e � e ° ° � °o �o 0o eo 00 o �o �a � � � o o �o �o e e � o � , o � oao�o_ooaoo oa�00000��aoo � /2 ►► JOINT FILLER TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER SECTION VIEW OF JOINTS ,��,o��" ca Ro� �,,,� . �; �FESS /p' �9 �'.� . : : � N9 �' : ' �� SEAL !. = : 022966 : . . � �'� ''o.' FNG I NE �'p� �'�� ,,,,�� ; �w� �. ��,,. 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PALMES III DB 1068 PG 1075 DB 874 PG 1581 -L - PC Stao l4 +1Oo00 -DRl - POT Stao ll �50055= -L - POT St l4 f00 00 /2,700 2/>400 SHELTON AVE. � � � � -DR2- PC Stao 10+42048 t-_ - i�� " 3 �` ,,_ '`� � WESLEY C. PALMES �;�: �\ �� DB 2034 PG 374 � � � , _ � � �, 1 `� `'� �� 300' UNIFOR � Pl Sta 15+4/056 0 = 4° l9' 48°0" (RT) D = l° 38' 470/" L = 262099' T = l3/056' R = 3,480000' SE = Oa03 -L- Pl Sta 18+04a55 0 = 4° l9' 48,0" (LT ) D = l° 38' 470/" L = 262099' T = l3/056' R = 3,480000' SE = Oo03 Pl Sta 23 �77087 � = 4° 40' 09e9" (LT ) D = l° 38' 470/" L = 28306/' T = l4/088' R = 3,480000' SE = Oo03 ;� � � � � � � � ` 0 WESLEY Ce PALMES III �`'• O �, ; + DB 1068 PG 1075 � � �. :>>, DB 874 PG 1581 -�;��'; N , ��, -� -DR2 - PT Stae l0 �80e33 ,�, ` ' -L - PT Stao l9 f35e99 �� \ `;; � ��,. ; ; , -DR�� POT Stae //+54e�7 ��;�, SPECIAL L,�TERAL �� \`s� V DITCH �. NCDOT / CITY OF SEE DETAIL � \� EASEMENTLE Oo 0 0 � M�?N �lTION LT, & RT. � ; �� o � �� CL 'II' RIP RAP � , ` � STREAMBAN K �, N 26° 37' 43e9",E--� � ` �, o �� STABILIZATION - � �. +40.00 SPECIAL CUT DITCH �, ��';� S -L- POT Stao 12�30oOO f00.00 f/0.00 f10.00 85.00' _ � SEE DETAIL 4 ` f50.00 � SEE DETAIL 2 85.00' +75.00 + .0 1; �B�S 5700' 45.00' 40.00' +23.00 FA�SE SU�i1P � f00.00 �J ` 105.00 � �09.00' �� "� S� �,,�� I �� v - _ _ � -- l / � sB u s L �i' �-�6.00 �i ; ' S E E D ETAI L 1`�0 +72.99 +35.00 80.00' +64.00 ; � f55.0 ; � - �, _ _ � ,. „_ ,, , � � i � �� _ - _. � �. � i �� - � ,,'�, , 0411 69.34 , 90.00 �� `�,� �� 40.00 +45.00 42.63 -� ' � � , � �� , _ - z � ?� 90.00 _ -. - .. _ _ ...: ._ _ � _ , . -_ ._ _' _ _. _ \ � --_ J .. ` . � � ....., �„ +30.00 % �_ � ., _. ._ �. 22.50 ' 1, - - _ � T= - - -- - - ` U � _ � i_ " i , �` ` _ +68.00 �, `'`� � ��_ +70.00 , +25.00 ! `' F , F „ f98.58 83.64' 85. � � T � � TU �, 30' INC. , �', Jl i " � ° , _ \`, 56.00 +40.00 � ' __ ' � �- � 40.00 _ , � U E D �-: 45.00 �� 49.4 ' • _ _ .- - � - � � Pfl € � _ _ . � 78.0 40.00' , ; TYP. o �� o f19.00 �,��tv ( � , - ' _ _ _ - - - 0414 ``�' '� �� _; REMOVE 12" RCP 0401 40.00' � �C` � 0{l 3 45.00' � � ,� ,� - - 40. �Q� 0410 � � -- _ _ _ - = - . _ _ _ _ _ - - - - 00' �,y'�,o � _ _: � ._ _. 96. AND REPLACE W/15" -' �-�_. �:�. _� _____--- ; _-�_ �- � � `„��I. i � <:�w E r,e�. � ;-��_ -,,- �.� ��PDE �� ,�', f� -� ��.� - � -t - - - � __, _ y v � C , � C l2' � _. - - o ��. � � . �� 'w ' � „ � � �,�,_ � � `� �' � � � � �� rira� �<� ��, rn ,', F /-� TYP � n� �� 7 �� _ 0' �iGC. , 2 G 1 � � F � ; -EL � ?�-� _ T __� �r l5'R _� �, l5'R � _ l0'R l0'R `" TYP. NSSG lD'R /��R - - , �_� / . .__�.. . "� . 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II I • • • _ �1�Ij�� % g � � ^- � �� RET AlN - EXIST, R/W �----- 00 �voT � DIS�URB ; E T. � �, ^ � � AlNIN� i �` FAYSE �UIv�P _ SEE DETAIL'6 +35.99 +g5.0 50.00' 75 4f�` r _ +7.5.00 " %52.35' E - s ��"�? 30'INC �' � �" o �� 0415 ' � `° �'TY ��. �' E�-� 15"R � � „ ;�FII ✓v �� - - -- - -� �% T T T T T L�� i_ � � --,. ; . ; � � �� _ . -;- � - , ;" _ _ �; � ` ' _ _ � � +35.99 V ✓ _ � � � r,� ( J� � . � ; � ` � �� +72.9 - - 8 40. � 0' C ,, F��' _ - � � � 04,09 �40.�7,�?' F - .00 � t RCP III � 0408 ; �� ,�� f00.00 -� , � - ;T.1 � � � � SPEC CUT DITC�k9 � � � G , _�_,. �� E DUE Q� � �c � � z r„ T� 65 � -- � +95.00 110.00' -DRl - POT Stae l0 +OO°00 N l0° 09' 23e2" W -DRl - PC Sta, 10+06037 �.,G�;. / ` SEE DETAIL � >� i � i , � � 0 30' �� 420 +88.0 - �E� _ _ UE Dl�� QUE � ' D l DUE J _ , - , --„- - � ` �. � c \<, � �, ` ,. 2,0� � F'�' �_ ' �`` �,�'_C CUT �DITCH � E 30' � 15 W/ �\ \ ti �� , S'E� D�TAIL 7 � 35.00 � F ` W ,_ �� -, , E � � i �R i � 59.52 � � � � _ +35.99 �., '� 4 � " � ffla �;, i � f7/.00 ,� � ELBOWS � \ .��, � +40.00 � � , i s � I 6 5. 0 0 ', � '��S�TINEZ M�' ALr� b ��N� DITCI� 60.00'-��' � � � E MI�R BA�HEf�NANDEZ ,�A B� A4 - � , ' � � ' �� ! �-06:0 �` \( 63.58' \'� � � � � � � � �+00.00 � 6000� � SEE DETAIL_8„_ _�� 2 -6"CURB , _ - ,C � � `` � � � SPEC LAT V 2 _00 V �� c� �, vo , :_,� � ��-; �-� � - � m ' ,� s � � � \ +25.00 m 7 60.00 /3.00 _- x---- & GUTTER �1 �o�n � �6 � o�� .�� / � � � ` . U � \ � �� • � �� _ -1-85.00 � DB 1�54 PG 13�� ' r � , 0.00' � ; <- � -, +82.00 � � CHANNEL/ZATlOI� °jzo +95.00 � � � � �� \ � � � D �� P F�� I141 i � - � � 75.00 ` r � � 75.00' � � �n + �' �r 6/.80' ' �, � �O,p . a �, �� EY - - \ _ - - �� - - 100.00 z,�; , � i �?ai��r� � h uR��E � �� , o� s� � � � L� III DRl PC � � � �R � � ° $ � l;- �� m� � � � � ' _ q� s.,� �, � �� B s�a��5 , � , �-�� -I oo.00 +io:oo '�� F ' � � - -� �� ' � �� -�-�_ - - �`� � � ios.oa �� '�. ss6 Pc �:�. � �, 109.00 Staa 10+60e16 I '� �_ _ � � � � � ti � S L P C Stao l6 ,72099 , , �e,, ° , � � � iw o, ROBERT A MOORE � coNc i_�, �, , , i � ARo HT i �� wi iDB 1679 PG 219 ,�,. ;;� G�r �,--�--' 9„ �� \ � 6 � z � ,--� --� � WD �` �-- co� � N 23 ��'u - � ��,J I S F&MTL J -DRI- PT �, i � ,� � �;; 63,�q ,� _ � � � , ------- 9 , 1 I f = ,- BUS --- � <�� O/ ' �\\� �99SS�9"'� � I� __- ;�'DR2 POT Stae l0 �?O°00 SfO, ��f�'Jre6,3 � j � i S 52°I8�38�� E � - � � � � ��1 �\ \\ . co�c �\ ��\ � I � , , z, �� DOG LOT � � � `� � � �� ' I I 17,65' �"- � � . ,_- oNc � � , �� r L- POC �toa 16+60v00 �� ,'` i i � � � '�� , �� y c�� r�ric � � � � � i A�� I � �� ' �GNC � � �� / � � `S�q �� s � � � ,--_ �� ---� � i �, _, �, �, � � �FS T �� '' � � � i ' � �'_ _s- c� ` � � ,- . ��_ ,� , . � , - � � � ----- \ . i � , ------ � � > � �' � � � � � � �� . �, L7 �� uic s� � � ' � � / � I � �� GR I I S F D � � �� BM-\ �� C �� \�� s O �� / � I � ��_ � � / � � S � � � i i ------- � � N=733830 �c`��%�. \ � � � ' � ' � � � �� 10 _ � ` � �� -DRI- PT Stao 10+32e30 � ' � ! �� . � � �, �, E-1439213 � � � � �'�E�o=78?�g�' 2 s ��,o �' RJ & EJ, LLC � S 62°03'38" E ��'� �c' DB 1854 PG 852 \ BEGI11� T.I.P. PROJECT 8-4982 J� AND �WIFE PS '_ '�� KATHLEEN Ce PHIPPS � � DB 1061 PG 1207 `\� � 6 �� -L- POT STA.13 + 00.00 � � � ''t` GAIL Re JARVIS \ DB 1222 PG 1645 DETAIL 1 FALSE SUMP ( Not to Scale) Outside Ditch / TrafFic Flow E_� � S = Ditch Slope �r el rc•I � Proposed Ditch STA. 16 + 3 7-L- LT STA. 28 + 62 -L- RT DETAIL 3 SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � p,�� ,�;e< Slope Ground ?• j p F\o � Min. D=1.5 Ft. FROM STA. 12 + 30 TO STA. 13 + 00 -L- LT FROM STA. 13 + 00 TO STA. 15 + 25 -L- RT DETAIL 2 STREAMBANK STABILIZATION TB ( Not to Scale) TB 1.0'min. J 2.0' 2.0, �.0'min. } GEOTEXTILE GEOTEXTILE CHANNEL'S EDGE Type of Liner= 740 TONS,CL 'll' Rip-Rap Geotextile= 785 sy ;, \ �� \ � �, ,. -J � w �" N o tN :' 'I N �T 1 1 \ DETAIL 7 SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural � �t'1 ,�gt Slope Ground 4•� p F\d� Min. D=1.5 Ft. FROM STA. 16 + 00 TO STA. 17 + 00 -L- RT � STA. 22 + 87 -L- LT FROM STA. 19 + 60 -L- LT TO STA. 22 + 00 -L- RT \ DETAIL 4 SPECIAL CUT DITCH ( Not to Scale) Front � Ditch Ground ?•�� \p��et Slope Min. D=1.0 Ft. FROM STA. 15 + 50 TO STA. 16 + 25 -L- LT \ DETAIL 5 � SPECIAL LATERAL 'V' DITCH � `� ( Not to Scale) ��o �� , �(� �_ Natural � Natural Ground 2.� ,l.'� Ground D Min. D=1.5 Ft. FROM STA. 16 + 85 TO STA. 19 + 75 -L- Ll � DETAIL 8 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� t Fill Ground ?.� ��p��e Slope D Min. D=1.5 Ft. =ROM STA. 17 + 00 TO STA. 18 + 35 -L- RT SEE SHEET 6 FOR -L- PROFILE SEE SHEET 7 FOR -DRI- PROFILE SEE SHEET 7 FOR -DR2- PROFILE � r 2010 2035 -�- AVERAGE DAILY TRAFFIC 9,700 20,500 TERI SHA LN. SR 1491 -Y- 200 300 l00 /00 l00 200 NC 115 /US 21 9,900 20,500 SHELTON AVE. 0 H O W O W O = � N —E— W M N N Q Z I— — N J I =' �U �� —DR3— Pl Sta 11+09000 0 = 5/° DO' OOoO" (LT ) D = 76° 23' 3907" L = 66a76' T = 35077' R = 75000' s'� /f� . - 7 ,-�' � _ � :�i / i Le TYRONE I� 9 � STONER AND WIFE I WELCOME BAPTIST + AESTONER , CHURCH, INCe N DB 796 ' DB 954 PG 1611 PG 378 i f I' I ,<<—L — POC Stae 24 +OOo00= � �rr� — rv i � i �e i v�vvevv � ;J�_: 6 �9; �J'� , 9 I2 9a� 11 Pe K. BRAWLEY AND WIFE MARY BRAWLEY DB 206 PG 85 � � �\ WESLEY C. PALMES III `> DB 810 PG 355 / DB 856 PG 1510 -l�R 3- PnT �iuo lc�l/,Cl � 69a ,i9O O�/ S� 9„�, w � N � m w N � O N m �—'—'': % _ , q � i' l , i ' '� ;' 13 j , ',, DONALD EeJACKSON AND WIFE ; CYNTHIA A. JACKSON � DB 1593 PG 1776 ! i �s; o; N ` ,- �� °`. Pl Sta 23 +77087 0 = 4° 40' 09,9" (LT ) D = l° 38' 470/" L = 28306/' T = l4/a88' R = 3,480000' SE = Oo03 —L — Pl Sta 26+590/8 0 = 4° 35' 37a4" (RT ) D = l° 38' 470/" L = 27900/' T = 139058' R = 39480000' SE = Oo03 15 J. Le AND RUTH Be HOPE ENTERPRISES LIMITED PARTNERSHIP DB 1889 PG 244 LOIS Me PHILLIPS REVOCABLE TRUST DB 976 PG 713 —1 — l�T C+., �7�Q�2 �l —1 — ' PT Stn_ �.9+_5.5..57 n�.t�.'�'�i'I:�:�.� Pl Sta 28 f87o77 0 = l° 33' 14,7" (LT ) D = l° 08' 4503" L = 135062' T = 6708/' R = 59000000' SE = Oa03 ��0� S�S �� p,0 -1 - PnT Stn_ ��3f�33_R� FROM STA. 23 + 00 TO STA. 25 + 00 —L— LT FROM STA. 24 + 50 TO STA. 25 + 50 —L— RT FROM STA. 25 + 75 TO STA. 27 + 50 —L— LT F�in rn�v�rRiirTin�i —L — J I No �y t�vouu E11ID T.I.P. PROIECT 8-4982 -L- POC STA. 29 + 2�.00 FROM STA. 25 + 50 TO STA. 27 + 00—L— RT FROM STA. 27+25 TO STA. 28+50 —L— RT SEE SHEET 6 FOR -L- PROFILE SEE SHEET 6 FOR -Y- PROFILE SEE SHEET 7 FOR -DR3- PROFILE � � � • PROJECT REFERENCE NO. SHEET NO. � STV Engineers, Inc. p _ - � � � � -=- - � - � =- � �T� 100 goo w�s�� T�aa� s� , s�a��e ��5 B-4982 6 � I I I I I I I � E-C!'/l%i Charintte, NC 28202 ' L� US Z�C �� SHELTO� RD � NC I_i� �nss Nurr.bsr F-0991 ROADWAY DESIGN HYDRAULICS �' ��O �i I i �I �I � �I �I � � I I I I I I � ENGINEER ENGINEER BMl ELEVATION = 791.93 BM2 ELEVATION = 782.82 N 732634 E 1438342 N 733830 E 1439213 I I I I I I I I BL STATION 5+00.00 0 RIGHT BL STATION 19+69.00 210 RIGHT I I I I: I I I I I I I I B4982-1 WR SPIKE SET IN BASE OF 24" OAK ON BR/DGE HYDRAULIC DATA SOUTHEAST SIDE OF THIRD CREEK, 33' FROM I i I I I I CENTERLWE OF FOGGY BOTfOM R�. DESIGN DISCHARGE = 7000 CFS H 3 O I �-` �- �- �- - ; �, �, ; ; �, �, ; : DESIGN FREQUENCY = 50 YRS ; � i i i DESIGN HW ELEVATION = 789.7 FT - � ' ' ' _ --'�- 'i i ' '-' -' ' ' ' ' i -�-� ' � � � � BASE DISCHARGE = 7900 CFS �: i i � � i i � i i � � � � � � � � � � � � � � � � � � BASE FREQUENCY = l00 YRS i i i i i i i i i i BASE HW ELEVATION = 790.49 FT i i i i i i i i i� �� i i i �i � � � � � � � � � � � � � � � OVERTOPPING DISCHARGE _ 18000 CFS 82 � OVERTOPP/NG FREQUENCY= 500-1- YRS DOCUMENT NOT CONSIDERED FINAL �� i i: � i�� i i�� i i �� i i': I�i �� i �� OVERTOPPING ELEVATION = 794.7 FT UNLESS ALL SIGNATURES COMPLETED �� . BEGI11t RESURF. £� WIDE1VI11IG ' ' ' � � � � � � BEGl11t GRADE _ - - -__ _ _. _ - -_ _ _ DATE OF SURVEY = ll-ll-l5 j-�l i, I�_j�, I I j i I I I � _ . _ __ _ _ _ _ - -- - , __ __ _ � 81 Q -L- STA.13 + 00.00 , -L- STA.13 + S0. 00 - - - - - ws. ELEVArION 8 � Q i . ELEV. %9.i.SI' - - - - - - - I - - - BEGIN BRIDGE - - AT DATE OF SURVEY - 775.0 Fr END BRIDGE ` _ -L- STA. 22 + 17.57 - - - � . i _ J � - - � � op li _ -L- STA. 20 + 02.40 - - -�- .. . - � . O J J i . . .. . - - - � -- - - O� J +NQ �OHH Ij - i I�� I-I� -- . - - � _ . Q 800 - _- - - - . ---:-- +N �- -:- �. ----- - ---- - ----- - - - i�_i I I_ � r �� O^o �� li -- - STA-18+3 RT I�: _ I � T OOO _. - _ , � ��p , Q u �., Q ii oc� EL=789.60 ° - : : ��Zw END DETAIL 8 (+iOo7200/ � ' .._ .. .. ., . Q II W NWN NW Wm l +)Oe407/% N W N (+)Oe3000% � � _--___ -__ --- �-)�e��__ __-__._ __-__�.--_�_,_,�� ___��.--�____�� - �_��_--� - I 790 _l+)De4286%- --------�+)0,33/4% ------------ % _ - 790 ----- --------------- _ ---------------------- _ _ _' _ � � M � ( -) Oe560% ( -) Oo3000% ( -) Oo2963% - - - J J J -� � � TA 14 + RT ° fiI��H-��Hfi' I / _ � o a o � � o o� Q E L = 791.2 7 _ � _ �� -- �� - - - - � +ow M�p +oW STA=15+25 RT STA=16+00 RT � J3��0% I - - � � � r � � ^ � �' I ' EL = 790.99 EL = 790.30 ' J � - ------- _ _ �_ 1:5:1 NORMAL j - - 7Q0 - - � Jw � JZ Q ii � END DETAIL 3 BEG DETAIL 7 _ �o� J ----�365��j 2.12:1 SKEWED I _ _ �00 _ __- _ O ------ --- (-)1e4000% - - v tnWm NWW NWm _, +ICI� � � I � - O � --- I I - _ - Pl = 14+90000 � °o - +�a � ---- --------- '----- 1:5:1 NORMAL 'i -- ' ! _ . _ _ _ a u w �.allo'~i' J �n � - - - 2.12:1 SKEWED EL = 7940/6, - - - - - r � � J - I I I I I I I _ - _ - - -I NWtA Q II W ^�J � � -, I VC - lOO' - - - - NwN +�,� ��.Q -- _ _ 770 ; �-- K = 933 - _ _ - - - _ - - °°"W - + � c� �ii� RiP r�,P _ � ' r�� '�"' WSE ON (STRUCTURE PAY ITEM) 770 , Q II w _ '-n� STREAMBANK STABILIZATION - _ N W N - Q II W 11-11-15 _ _ - _ _ _ _ _ _ _ � - V oEs. 80 mph __ � J W _i = ��5.0 - - � -, � � � _ _ - - - - _ Pl = l7 �50000 - � W � _ i i � i i i i i i i ; - � i i i i i i EL = 794a94' ___._ � c� �ii� RiP �u,P ' � � _.__ _ i VC �OO (STRUCTURE PAY ITEM) LEFT DITCH ----------------- ii i i �i I'i � i i�i i i i i 'i i i i i i - _ � i i i ii -� i i i i i 760 K- 2J�8 I STABILI AB ON . . 760 ___________ i i i:: � : i i i � � i i i � i i i i i i VoEs. = 80 /11ph i i i . . i i i i i RIGHT DlT CH �i i i i i i i i i i i i i i i i i i, i� : � � � , ,- , � � � i i i i i i i i i i i i i i i�I I i_ I I I i I I �� I I I �_ I I I i�I I i i i i 5O � �_ _ . _ . - -- _ _ __ . . . . . SEE SHEET 4 FOR PLAN VIEW %5O - -- ___ _ _ . , _ _ __ __ . _ 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 I i '� � -L- US 21/11IC 115 SHELT0111 RD '�� -Y- SR 1491 TERI SHA LA11lE � 850 850 850 850 '� � . � �� ._ _. _ _ _ _. _ ,. . � � 840 �� 840 840 I � � � � � � � � � � 840 ; - ii ii ii ii i i i ii i !I I i E11 tD RES URF. £� WIDE1VI11IG 8 3 � ! ,. ! � -L- STA. 29 + 25.00 - 830 830 - - -- - � 830 ; ; ; � � � E1VD GRADE � � � I . -Y- STA.10 + 60.00 i _ _ � �� _ ' _ - - - BEGIIV GRADE : , 82 � Pl = 24+25,00 II', '__�_�- _�_� _� � � � � � � � � � � � ' 6g42/ ELEV. 807.29 (�)3� � � 820 82� -Y- STA.10+17.09= -- -_ i 82� EL _ 799080 � ; , � , � � � - : � _ -L- STA. 25 + 48.19 (17.04' LT.) - -- --- _ . VC - 340' �i i i J N �- �---� - � �- , i�-❑ �-�-1=i=!�- i �� J i �� ,T__T_ i � ELEV. 806.13 _ i i K= 8/ i � I +"!� L o �� 4/ � 81 O VoEs. - 45 mph I' ! Q�� (+)4 g0 �,,_',_,_----_,-- J N � � E1vD GRADE I 8 � O 810 � -: e255� /�� 810 � , --�� J (�"�� w � � � N W N a '� -L- STA. 28 + 75.00 �.� , .�. / � , - , _ -� - � +�Q I I l+)IJ786% , . �� -' "(+)4g��o� ' _ N�o - ; ELEV.820.70' - , , � � � � J w . _ ( +)Oa5000% HOO o o,_�- �� ;; � � I I I I N W N 8OO 8OO _ I I 8OO (+)Oe7200/ _ - � i i �, �i_1__u , . _ ` E1VD RES URF. ' � - ' - � � � � � � � � � � � � � Pl = 27 f80o00 � - I I £�' WIDE11tI111G � �-)Oe400Q� _�,3�� a\ � � � �� . EL = 8/7020' -Y- STA. lo + 70.0o i 7 0 � � - J � � = 7 0 7 0 � 7 0 9 �. v 9 9 9 8 C l50 ��Q �N o �� ° _ _�_ K = /23 _ _ _ _ ' N � � N � + `� � � � -( 1'��0�0% �- VoEs. = 55 mph - - - `"ww � -s__ � i �- -- , Q^� Q^ _ N�oo o _ i 780 �wm Nw a�Zw �� o I � � � � � _ I �, W W m N� o J � � � 7 8 0 7 8 0 Pl = l0 +27000 Pl = l0 +47000 ,' 7 8 0 �� i + o� ' ' N J N� Q � ; - � � � EL = 806025' EL = 806035' ; � � � _ i i 'Q'';, o i ! _ _ � VC _ l5' VC _ 25' i LEFT DITCH ----------------- �� Z � � � K- 22 K- 4 770 � Nww ' 770 770 VoEs. = 30 mph VoEs. _ l5 mph , 770 BM3 ELEVATION = 830.62 � I i i i i i i I , _ „ -� , -�, _�„ -�„ - , - ----------- �� -.T �� . - �.-- T _T � �T-�T N 734815 E 1439461 BL STATION 29+52.00 0 RIGHT i I fi ' BL-4 I I I I I I I I I p �� SEE SHEET 5 FOR PLAN VIEW SEE SHEET 5 FOR PLAN VIEW � 760 60 760 760 � � � 24+00 25+00 26+00 27+00 28+00 29+00 30+00 10+00 11 +00 � � � � � � Q � � � U, Q � � � STV Engineers, Inc. � � PROJECT REFERENCE NO SHEET NO p = -- - — ---- _— — _- O 900 Wes Trade St , Suite 715 B-4982 / , � � I I � � � �I � Charlotte, NC Z8202 NC Lic�.n�c Nurr.bcr F-0991 ROADWAY DESIGN HYDRAULICS � � �i i i i i 85O � DR�— 850 850 DR�— ENGINEER ENGINEER II II III III: III I I li I I � � I � I I I I 84O Pl = 10+20a00 Pl = 10+65°00 � � '� '� � $40 84� � � EL = 8/Oe50' EL = 80608/' -�-� ---� --�� _�� --�— - �--� _T� _�� __� — T � VC = 40' VC = 50. � i i I i � i i i i i li i � �� _ . �I � � H3O I I I: I H3O 83O I I I I I I Pl = IO+J`OoOO Pl = ll�OOoOO li DOCUMENT NOT CONSIDERED FINAL - I�� i i i � i�i i i�i i i �i i i: I�� i �i i �i � �i � � � � � � �i EL = 793oOO' EL = 7850.39 �, UNLESS ALL SIGNATURES COMPLETED �� -- VC = 30' VC = 50' i J/�50� i ii iiii iiii i i i� ' ,! ,� _ � I , i i � — - - — Do , _ _ _. _ — — - — — — — -- — — _ _ _ _ _ _ _ _ � � H2O _ ; ° ExD GxaDE - - - -_ - - - ; H2O 8ZO - - - , , . - -- _ _ _ _ _ _ _ - - -- 82O ��J � -�- �� - . DRI- STA. ll + 34.33 = � � - - _ _ _ _ _ _ _ _ _ -- - - - - - - - - - - -- - : _ -- �%9j8� \ \J�'s = -L- STA.13 + 97.33 (16' RT.) - - , -�- -- �� Oo ELEV. 793.46� - - - - - - - - - - - - - E1VD GRADE _ - - - - - 8 � � � BEGIIV GRADE � � o o _ - - . 8 � 0 8 � � -___ __ DR2- STA. ll + 25. 00 _ _ - T 8 � � - DRI- STA.10 + 00.00 = \ � � � � . ; ; � - � J5 - ELEV. 785.30' � _. , _- - _ - - - - - - _ _ _ _ _ - - - - - ELEV. 812.60' ��/�� I I I - _ 906� j --- -.___-.___-- -- _ , �O� �-, , � - - - - - - - - - - - - - - - - `Ji�. � _� - - - -- - - - - - - - _ \ \ _ _ _ �: 8�� 8�0 _ _ ___ _ 8�� ' - --- - - -- � _L ° ( -)2a3326% - _ \ °�� __ _ _ 8�0 . _- - --- _ _ _ ' _� ' � -' - - - DR2x STA IO + 20.20 - \ � . ._ _ _ _ _ _ _ 1 � ` �_ - - - - - - _ _ _ _ � -- - - - - - -- -- - --- - - - � - -- - - - - _ _ � o _ _ i __ _ _ _. _ _ � -L- STA.16 + 60.00 (20.20' LT.) ° — — i- _ _ _ _- ,�� (-)Oe3556% i- - _- - - - - ----- �� , , _ - - _ � - - i - _ - . 79 � 79 � ELEV. 794.76' !i- - 79 � 7 9 O _ _ Pl - ll +1Oo00 Pl - ll f30o00 - ! - - - - - - - - - ----- ---- --- _ -------------- , _ _ _ _ - -- - - - - - - _ : �� EL = 795056' EL = 793056' � � _ - - - - - _ _ � � _ _ - �� VC = 30' VC = 805' i ,_, _ _ - _ _ _ _ - - -- _ - - � �. 780 ��, ; � ; _ - _ _ _ _ _ -_ 780 780 = _ - - - _ - - _ _ _ _ _ _ - _ � 780 � - - - _ _ _ _ . , - - - - - - - - - - - �_u u u �_ � , . - - - _ _ _. - - - - � - - - - - - - - , _ __ _ _ _ _ - - - - � I � � � � � I � I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I:: II I I I I I I I II I I I I I I I I I I I I I I I I I I � 770 I I I I I I I I I I I I I I I I I ��O ��O I ��O I I: I:: I I I I I I I I I; I I I I I I I I I I I I I I I I I I I I I I III I I III. I I II II " I I i I � I — � � iii i i ii i i i ii i 6O _ _ � �_� _ . —_ . - --- _ _ -- - SEE SHEET 4 FOR PLAN VIEW 6O fiO . .--- . _ _ _ _ . . . . SEE SHEET 4 FOR PLAN VIEW %6O 9+00 10+00 11+00 12+00 9+00 10+00 11+00 12+00 s5o ., DR3— � � � � � � � � � � � � � � � � � � � � � � � � ' s5o : , �� „ �� 840 �� 840 �� I 830 '� Pl = l0 �40,00 , I 8 3 � EL = 800,86' ' ' � � � � � ii VC = 20' , � � � � �, „ „ - � HZ O � � � � � � � � E1VD GRADE ' 82 O i �� DR3- STA.11 + 40.00 f_ i� �_ i i i i i i ELEV. 792.80' i )3 5552% � 810 �� -� , � 810 � � � � � �� ; _, _ ! ��\ 9 �� - . , ��_.__ °� i � — ---- i , � 8�� 8 � 0 BEGIIV GRADE �-�2 90,96� I ' � � DR3- STA.10 + 22. 00 = - � , -L- STA. 24 + 00.00 (22' RT.) i i i i i i i ELEV. 801.50' i! i i ' 790 7 9 0 � � I Pi = ii +oo°oo � � � � � , � _�-� � �- � _�_ � � '� EL = 793096' E1VD RESURF. i i` VC = 55' DR3- STA. ll +50.00 i , � i 780 �� - 780 � �� - - , _ �� _ _ _ _ � � 770 � � � : � � 770 , � ii �ii i i ii� ii �� i I�. — �.� �.� —.� — �. — �.� �.� � —.T , � I II III II I I I II II II I �� 76O SEE SHEET 5 FOR PLAN VIEW %6O � � � � 9+00 10+00 11+00 12+00 � �