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Home My WebLink About20160778 Ver 1_Application|_20160809 Carpenter,Kristi From:Dagnino, Carla S Sent:Tuesday, August 09, 2016 1:32 PM To:Crystal Amschler (Crystal.C.Amschler@usace.army.mil); Chapman, Amy Cc:Andrew Henderson; Al-Ghandour, Majed N; Hood, Donna; Koch, Thomas K; Carpenter,Kristi; Chambers, Marla J; Mellor, Colin; Mitchell, Louis L; NCDOT Service Account - Roadway Design; Staley, Mark K; Thompson, Larry B; Wilkins, Ronald B; Turchy, Michael A; Williams, John L; Zerman, William S Subject:Permit Modification Application for B-5548, Cabarrus County Follow Up Flag:Follow up Flag Status:Completed The Permit Application for B-5548 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 and the US Army Corp of Engineers. Thank you. Carla Dagnino Western Region Environmental Program Supervisor II Natural Environment Section Project Development and Environmental Analysis NC Department of Transportation 919 707 6110 office cdagnino@ncdot.gov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 2 ':�.A, ; ;, Transportation August 9, 2016 U. S. Army Co�•ps of Engineers Regulatoiy Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Crystal Amschler NCDOT Coordinator PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Subject: Application for Section 404 Nationwide Permit 33 for the proposed replacement of Bridge No. 103 over Dutch Buffalo Creek on NC 49 in Cabarrus County, Federal Aid Project No. NHPP-0049(32), Division 10, TIP No. B-5548. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 103 over Dutch Buffalo Creek with a 180' long, three-span bridge downstream of the existing alignment. Due to heavy traffic volumes on NC 49, traffic will be maintained on the current structure during construction. As a result of the retnoval of the existing bridge, and the construction of the new bridge, temporary wot•k pads will be required resulting in 0.06 acre (76 feet) of temporary stream impact to Dutch Buffalo Creek. Please see enclosed copies of the Pre-Construction Notification (PCN), stortnwater management plan, permit drawings and design plans for the above-referenced project. The Categorical Exclusion (CE) was completed on July 14, 2015 and distributed shortly ther�eafter. Additional copies are available upon request. This project calls for a letting date of January 17, 2017 and a review date of November 29, 2016; however, the let date may advance as additional funding becomes available. A copy of t11is permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.govhesources/EnvironmentaL If you have any questions or need additional information, please call Michael Turchy at (919) 707-6157. Sincerely, � r Philip S. Harris III, P.E., C.P.M. Natural Envi�•onment Section Head cc: NCDOT Permit Application Standard Distribution List �Nothing Compares��__ State of North Carolina � Department of Transportation � PDEA-N�tural Em�ironment Section 1020 Birch Ridge Drive, 27610 � 1595 Mail Service Center � Raleigh, North Carolina 27G99-1598 919-707-6000 T 919-212-5735 P o`��F w AT E9QG � � � � a -c Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 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 103 over Dutch Buffalo Creek on NC 49 2b. County: Cabarrus 2c. Nearest municipality / town: Mount Pleasant 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5548 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) 707-6157 3g. Fax no.: (919) 212-5785 3h. Email address: maturchy@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.427075 Longitude: - 80.410561 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 2 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Dutch Buffalo 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: The land use within the vicinity of the project consists of about 60% forest land, 10% developed or disturbed lands (roadsides and residential areas), and 30% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: zero 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1, 500 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a functiononally obseolete and structurally deficient bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 119-foot three-span bridge with a 180-foot three-span bridge downstream of the existing alignment. Due to high traffic volumes on NC 49, traffic will use the existing structure during construciton. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. See 4a above. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Tem ora T Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: Rounded total is sum of actual impacts. All wetlands riparian. 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 jurisdiction Average Impact length number - (PER) or (Corps - 404, 10 stream (linear feet) Permanent (P) or intermittent DWQ - non-404, width Temporary (T) (INT)? other) (feet) Temporary Dutch Buffalo � PER � Corps 0.06 acre Site 1❑ P� T Work Pads Creek 30 ❑ INT ❑ DWQ (76') 3h. Total stream and tributary impacts 0.06 acre �76') 3i. Comments: • Permanent surface water impacts due to new piers in the water =<0.01 acre (42.42 sq ft) 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 type Area of impact (acres) Permanent (P) or (if applicable) Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: No open water within construction limits. 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 (acres) Pond ID Proposed use or number purpose of pond Flooded Filled Excavated Flooded Filled Exca Flooded vated P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No 63 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: This project is not located within a protected buffer 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. Due to high traffic volumes, traffic will use the existing structure until the new structure is completed. Grassed shoulders will be utilized on each side of the road to maximize vegetative conveyance and allow runoff to remain in a diffuse flow pattern to encourage passive stormwater treatment. Deck drains will be installed only over land and none installed over the stream on the new bridge to minimize direct discharge. The "causeway" approaches on the old structure will be removed to maximize floodplain hydraulic connectivity with the new, longer structure. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving streams due to erosion and runoff. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? If no, ex lain: 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: 0 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: 0 acre 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the temporary stream impacts. These impacts do not require permanent fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. and are not subject to compensatory mitigation. 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 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: Categorical Exclusion (CE) approved 7/14/15 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? - 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field 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? As of April 2, 2015 the USFWS lists three federally listed species for Cabarrus County. There is no habitat present for the Carolina heelsplitter as found during multiple surveys and low quality mussel habitat. Surveys were conducted for Schweinitz's sunflower by NCDOT biologists in October 17, 2014 and no individuals were found. The project was reviewed for effects on the northern long-eared bat, and NCDOT has determined that the proposed action does not require separate consultation under grounds that the proposed action is consistent with the final Section 4(d) rule. This determination was distributed to the USFWS on April 13, 2016. No response was received. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes ❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps � _ D $�0� l6 � Philip S. Harris, III, P.E. T�_� Applicant/Agent's Printed Name Applicant/Agent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 I-Ip� hvv� North Carolina Department of Transportation ��, �'Stor�nwater 'f � �<„�.,�,.� Highway Stormwater Program �% STORMWATER MANAGEMENT PLAN �____ `�'� (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 55048.1.1 TIP No.: B-5548 County(ies): Cabarrus Page 1 of 1 General Project Information WBS Element: 55048.1.1 TIP Number: B-5548 Project Type: Brid e Replacement Date: 6/7/2016 NCDOT Contact: William S. Zerman, PE Contractor / Designer: Address: NC DOT Hydraulics Unit Address: 1590 Mail Service Center Raleigh, NC 27699 Phone: 919-707-6755 Phone: Email: bzerman@ncdot.gov Email: City/Town: County(ies): Cabarrus River Basin(s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? Pro'ect Description Project Length (lin. miles or feet): 0.691 Miles Surrounding Land Use: Rural and wooded with rolling hills and agricultural lands; residentual Proposed Project Existin Site Project Built-Upon Area (ac.) 2.7 ac. 1.8 ac. Typical Cross Section Description: Two -12 ft. travel lane, 4 ft. to 7ft. Shoulders (4 ft. paved) Two- 11 ft. travel lanes Annual Avg Daily Traffic (veh/hr/day): Design/Future: 9500 Year: 2040 Existin : 7000 Year: 2015 General Project Narrative: The project consists of replacing Bridge #103 on NC 49 over Dutch Buffalo Creek. 4 ft. paved shoulders are provided on each side. Limiting paved shoulders maximized (Description of Minimization of Water vegetative conveyance. The Existing three span 119 ft long bridge will be replaced with a new three span 180 ft. long bridge located 70 ft. downstream of the existing bridge. Quality Impacts) The proposed bridge will not have any deck drains. Existing drainage patterns have been maintained. Runoff from the bridge will be collected by an inlet and piped down the fill slope to Class 'B' rip rap to provide energy dissipation and encourage diffuse flow before reaching the jurisdictional stream. Waterbody Information Surface Water Body (1): Dutch Buffalo Creek NCDWR Stream Index No.: 13-17-11-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A 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) � � •, � V � � O V See Sheet 1-A F�or Index of Sr�ets See Sheet 7-B Fo� Conventlonal Symbols VICINITY MAP -L- STA 11t00 TlP PROJECT B-5548 TO CONCORD � --- --- �� %�5�� I� ��YS CABARR US CO U1�TY T2 E PROIECT REFERENCE NO. �� B-5548 PROI. NO. . w. PROI. NO. 55048.1.1 I NHPP-0049(� LOCATION: BRIDGE N0.103 OVER DUTCH BUFFALO CREEK ON NC 49. TYPE OF WORK GRADING, PAVING, DRAINAGE A1VD STRUCTURE. SURFACE WATER IMPACTS PERMIT —L— .�/ FL LOrb9L/ BEGIN BRIQGE \� -L- STA 28+90A4 � , --� BEGIN APPROACH SLAB \ � � ,,.. ... � �__ _:_ _ ,�G� 9� THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD . GRAPHIC SCALES DESIGN DATA 50 25 0 50 l00 ADT 2017 = 8,400 `ItIT�I� ADT 2037 = 11,500 PLANS DHV = 11 % D = 60 % 50 25 0 50 100 K= 15 %* V = 60 MPH PROFILE (HORIZONTAL) * 1TST =7% DUAL =8% l0 5 0 l0 20 FUNC CLASS: ARTERIAL REGIONAL TIER PROFILE (VERTICAL) PROJECT LENGTH Y- J/ R JU*97✓7 END BR�DGE �/ � -L- STA 30+6936 /,!�i� END APPROACH SLAB r � � _ , � _ . �. �, �__- - - -- -- — -- NC _49 _ — •-•_•L • _ - -- ----- _ -, , _ - � I �� / 9��`�'cE;� ��i 4�'� �� c� \�\ � , �� Gi END CONSTRUCT/0 � � ' -Yl- STA 12+00 v\ '�`� N1 � LENGTH OF ROADWAY TIP PROJECT B-5548= 0.657 MI LENGTH OF STRUCTURE TIP PROJECT B-5548= 0.034 MI TOTAL LENGTH OF TIP PROJECT B-5548= 0.691 MI Prepared in /he Office of: DIVISION OF HIGHWAYS /000 Birch Ridge Dr., Raleigh NC, 27610 20/2 STANDARD SPECIFICAT70NS RIGHT OF WAY DATE: G,, E_. BREW PE JANUARY 15, 2016 Prsojscr EivcrxeEa LETTING DATE: THAD F. 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L i — RM' SHEET NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.dN1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 6 PIP — CLEANOUT 24" ftCP— � m w � � � _ i �� f � � '-1 v C ° F m �e� � T � � r � T — _ Mr� r —�— . r�- , r— F FREqy,qIl NV=554.33'- tirkr^._ _. . .. .. , � C B_�� TOE PROTKTION G$A1,�3 Q,Jk-.$;,- TOE PROTKTION ':�^': v��. t' bEb�96ibfh.L��-:.�✓�cr�;:��`;i"�� -w�w�`i .:.. � SEE DETAIL D lii{{�a -- — — — — — — — —GRAU 350—TL-3 �-� ` � �7�— / F _/ � � � � �` 1 � ,�, 3 �F �.�,_ �.��.,.�� -�.,,_,-�, -r^v��'��r'-�"'-'s'-`�'-tr,-�,.� LARRY E. PUE ----__. PUE � PUE - ti,.�.��,..��r-•,_�-,�",,.�,,,,L ,, ,.,t^-, PUE PUE PUE � FRED LEOOMILL. JR. ,ii n _ � � C � O dy FRED L. M4WpILL. JR. 50' 0' 50' 100' 150' GRAPHIC SCALE a�srzoib � TEMPORARY WORK BRIDGE qinguyen R:\Hydraulics\CADD\PERMIT DR4WINGS\B5548 Hyd prm psh5.dgn � � 0 � � � M Q f— N J � � � W W _ N W w N W Z J _ U L RM' SHEET NO. / ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DETAIL B EftNEST r CNOW cui oiicH FRANCIS IAEDLIN FAMILY FARU$ I. LLC � noi m s�oie� ,.o`( s'oPe 1[NC�AI[ff�ILIE ]E ➢�II.A\IV� Ground 7�� F\O��e DO NOT USE FOR /W ACQLI[SIT[ON o � � (S�.p 1P]fg1E][.][�'1fL�N I8� 1P1[,AN� Min. D=1.0 F�. \L DO NOT [ISE FO CONSTRUCTION J FROM STA.22+75 TO STA.23+25 -L- (LT) DETAIL D O FROM STA. 26+00 TO STA. 28+50 -L- (LT) TOE PROTECTION P FROM STA. 35+50 10 STA. 37+50 -L- (RT) �naiio s�aia� / \ ,e�`�e` � DOCUMENT NOT CONSIDERED FINAL "°'°'°' ti� °ss�°` UNLESS ALL SIGNATURES COMPLETED � � �` ��o��a �� e .... ,� , - - � � . � � �� ,�� e- zF� —� ',�e ' ��' � � ��,�: PERMIT DRAWING , "�j`� , � y< l ; � � �,,11' ' 7 ✓ � � �{ � 4/ ��'�' TYPe ofLner-. 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I / 3152016 qinguyen R:\Hydraulics\CADD\PERMIT DR4WINGS\B5548 Hyd prm psh5.dgn 50' 0' 50' 100' 150' GRAPHIC SCALE � TEMPORARY WORK BRIDGE 's PROIECT REFERENCE NO. SHEET NO. 6 � B-5548 7 � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER BN��Ni[1�1L1E lE 1�1LAN� DO NOT USE TOR P W ACQU[SITION �llp�1Lll�11V 14ll ll"1L.a']l1V � DO NOT U5H FO CONSTRi1CTION ERMI D WIN SHE T 4 F 6 DESIGN DISCH = 6.400 CFS DESIGN FREOUEN = 50 YRS DESIGN HW ELEV TION = 537.8 FT BASE REOUEN = l00 YRS �G �q/� BASE ELEVA lON = 53888 FT —�— TA28f 2/ OVERT PING Dl HARGE = 22,4/6 CFS OVERT PING E VATION = 54663 FT END /DGE Pl = 33+ .00 = 25+5 —L— ST 3pt4 9 EL = 54 .63' � V = 350' K = /32 � � � K = /39 i � • �' 2/7gj ftlp 0/4% f+�� 0 SET 27. l'LT (+1p,30i4' / L = 555 3' / . cwss u aiP P / .. .. ... . /EXISTING GROUND (1�5�1) � / UNDER P OP. BRIDGE � ` '�n� (Sfructure Pay em) _ — — � � � �.� � � �� ^ � ..� 3.5' TY y �� II RIP P 100 YR PROP SED WSEL = 538.88' (l :1) — s}��i��e Pav i ml .�' WORK BRIDGE T BUILD PROP. BRID E EL 530+/— N = 528.7' WORK RIDGE TO oas ED wse� = szr �oviws BUILD PR P. BRIDGE EL. 530=/— � �, � � � � � � z �o �� _. �� u� in�» �� 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 �� 's PROIECT REFERENCE NO. SHEET NO. 6 � B-5548 7 � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER BN��Ni[1�1L1E lE 1�1LAN� DO NOT USE TOR P W ACQU[SITION �llp�1Lll�11V 14ll ll"1L.a']l1V � DO NOT U5H FO CONSTRi1CTION ERMI D WIN SHE T 5 �F 6 DESIGN DISCH = 6.400 CFS DESIGN FREOUEN = 50 YRS DESIGN HW ELEV TION = 537.8 FT BASE REOUEN = l00 YRS �G �q/� BASE ELEVA lON = 53888 FT -�- TA28f 2/ OVERT PING Dl HARGE = 22,4/6 CFS OVERT PING E VATION = 54663 FT END /DGE Pl = 33+ .00 = 25+5 -L- ST 3pt4 9 EL = 54 .63' V = 350' K = /32 K = /39 y��/�� _- -(t1p 0/4% �+�2 0 SET 27. l' LT r ��78� � _ � _ (�'n( !y/4� � � _ � � EXI ING BRIDGE i _ _ _ _ _ _ - - - L = 555 3� � EXIST ROUND 70 BE REMOVEO UNDER E%IST. BRIDGE _... ... ... ... � I I ' II �� 00 YR PROP SED WSEL = 538.88' ` _ + WOR BRIDGE T REMOV EXIST. BRIDGE EL 530+/- N = 528.7' OBSE ED WSEL = 27.7' (06i1Ui15 WORK BRIDGE T REMOVE EXI . BRIDGE L. 530+/- � �, � � � � � � z �o �� _. �� u� in�» �� 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 �� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 29+17 / 29+34 -L- Rock Causeway "Prop. BRG" 0.02 50 1 29+75 / 29+85 -L- Rock Causeway "Prop. BRG" 0.01 50 1 29+20 / 29+58 -L-LT Rock Causeway Exist. BRG 0.02 26 1 29+75 / 29+86 -L-LT Rock Causeway Exist. BRG < 0.01 26 TOTALS*: 0.06 0 152 0 *Rounded totals are sum of actual impacts NOTES: PERMANENT SURFACE WATER IMPACT DUE TO PIERS= 42.42 SQ. FT. (<0.01 AC) Revised 2013 10 24 See Sheet �-A For Index of Sheets See Sheet �-B For Conventional Symbols BEGIN PROJE � , - O� C� � 'O .� �' . �-.'� VI C I N ITY I��IAP �� LOCA TI01�1: BRIDGE 1�0.103 O VER D UTCH B UFFALO CREEI� 01� 1�C 49. TYPE OF WORI�: GRADI1�lG, PA T�I1�G, DRAI1�lAGE A1�lD STR UCTURE. . THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. ,•, �� 1V ��NS'Il' ��I�1V � Prepared In tl� Offlce of: HYDRAULICS E1VGIIVEER GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH ADT 2 Ol 7= 8,40o DI VISI01� OF HIGHWA YS 5� 25 � 50 �� ADT 2037 = 11��J0� 1000 Birch Ridge Dr., Raleigh NC, 27610 �� p� ��apyy Qqo DHV = 11 % LENGTH OF ROADWAY TIP PROJECT 6-5548 = 0.657 MI 2012 STANDARD SPECIFICATIONS �Q �'oQo PLANS D= 60 % LENGTH OF STRUCTURE TIP PROJECT B-5548 = 0.034 MI SIGNATURE: P.E. � � 50 25 0 50 100 � * q K= 15 /o RI HT F W Y D TE: G. E. BREW PE a TOTAL LENGTH OF TIP PROJECT B-5548 = 0.691 MI PROJECT ENGINEER ROADWAY DESIG11t ��, �� V= 60 MPH JANUARY 21, 2016 PROFILE HORIZONTAL E11tGI11tEER � Q � ) * TTST = 7% DUAL = 8% ��p o �Q Q� 00 FUNC CLASS: ARTERIAL LETTI11lG DATE: THAD F. DUNCAN, PE ��p� 10 5 0 10 20 REG I O NAL TI E R JAN UARY 17, 2 O� 7 I'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) PE SIGNAT URE: 1 �ote: 1 �lot to Scale *S. U.E. = Subsurface Utility Engineering 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 Existing Fence Line -X 0 EIP � a ECM 123 x x— Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -W�B— — — — Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site �' Potential Soil Contamination: Area or Site � BUILDINGS AND OTHER CULTURE.• WLB EAB EPB .,. ? Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam ��YDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream BufFer Zone 1 BufFer Zone 2 F I ow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump �----� �----� JS BZ 1 BZ 2 �"I'.��'I'I:° (�)I��' � �)I'�"I'I�I ��'.� I" C�)I.,I �. .�. II)-�I �'I�I(�):� (�)I��' I I I� i�I I ��'.,��,�"� � � � � � i � RAILROADS: Standard Gauge RR Signal Milepost $WItCi1 RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 � SWITCH �� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 0 W . W i� 0 � W �^� � '. _. �� — �c� F� A; E E TDE PDE DUE PUE TUE AUE � Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol $ Pavement Removal T�EGETATION.• Single Tree Single Shrub � � Hedge Woods Line � � � � � � � � Orchard Vi neya rd EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � � � � Vineyard CONC � �ON� WW I ` CONC HW �--------� � CB �• P - - - -P- - - - Existing Telephone Pole -♦ Proposed Telephone Pole -O- Telephone Manhole O Telephone Booth ❑� Telephone Pedestal 0 Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*j- - - - -T�- - - - Recorded U/G Fiber Optics Cable T FO Designated U/G Fiber Optics Cable (S.U.E.*j- - - - -T Fo- - - . WATER: Water Manhole O Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line W Designated U/G Water Line (S.U.E.* - - - -W- - - - Above Ground Water Line A/G Water TV: TV Satellite Dish C TV Pedestal ❑� TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable T� F° Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- -- GAS : Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line ----�---- A/G Gas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0 U/G Sanitary Sewer Line 55 Above Ground Sanitary Sewer A/G Sanitory Sewer Recorded SS Forced Main Line FSS Designated SS Forced Main Line (S.U.E.*) — - - - -F55- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • a 0 ❑s - 7UTL - 0 �ST 0 � m AATU R E.O.I. � N 0 � 0 N z Q � � N DETAIL B CUT DITCH ( Not to Scale) Front Ot Ditch Natural � �'1 �gt Slope Ground �•� p F\a'` Min. D =1.0 Ft. FROM STA. 22 + 75 TO STA. 23 +25 -L- (LT) FROM STA. 26+00 TO STA. 28+50 -L- (LT) FROM STA. 35 + 50 TO STA. 37 + 50 -L- (RT) � FRANCIS MEDLIN FAMILY FARMS I. LLC DB 8468 PG 219 � —L — ST Ao 28 �6402/ �{� EGIN BRID � `� WOODS ` � � ��—�—�—��,� � N —L — ST H� 28 �40004 ; � - - � JS �ci; � � � -� BEGIN A �PROACH SL�B � � � � � � � � � � � � � � � � � � � �� -�- � � � � � �' �� 2 65 7285 � ��- �� WOODS � � � _ _ _ Cft� ��oncord 3 ,� � � II � � � n� �— � � � — �� _ � DIP � — _ —w � / / T FD — — —T FO—W— — — — � II — — — — — —T FO—W — — — — — -- — — —T FO— — — — — _ -�-- — / � � EXISTING R/W �+�C�nr{i��p+ � ��`s'-�,� - � - �3 � �`r T t + � � �! � �3 S a. 23 59. 9 � 23+05,37 � � � � �. O 119027' . . �v ��v ��:��—� �v-�� —�, � � TAIN �, 0 Riw ��-�� -L�� 30" RCP� � S - — � — — — , O �3 � --��-JS - JS - - � -f - J S -� J S } f�_Rjp-�R;q�;:� GRADE TO DRAIN > �`.'�``'�''-�,,_'-`,.�-'-`"`s'-`-�'�,�-'-`,�'�`'�''-`�''-`.�'-`_"�'-�'�."'-`1,'�� N � — MTL (Structure Pay Item) _ _ _ _ (V �� REMOVE — � — L — T— — � — — z-- — T— — s — — L — T— — s L — —T— — s — — L — —T— — s — — s- — —T- Fa— v� --- -_ _------ _- _1 -T RE VE � I_RCPs _ — —F —_ �_ L— ➢�TI� — —� — 1 — �— — r— F � � � � � __ f- -'-�_ j — T — � — � � J --�—��-�.�:---- � 0501 � CUT D�7�CH O GRAU 350 TL-3 2r.J;� SEE DETAIL B AXLE PE g-�� - W N o o N 54° 37' 12.0" E - 2 `�'-�- W o N o 0 0 0 _`"�'�,:, � ELB �, = 4' P.S. i � � � 2 5; 1 050 N � � -L �� RAU 350 TL-3 �, oODs // � 4O� INC. ' �- �'r�� -L- +15 SBG STA.28+20 TO ��,�� W� + � � � �(''� E X I S T R W S T A. 2 8+ 4 0 � E G I N A P P R O A C H-" S�)-�,�� N / � + // ��i�`—=t ��i4�rt�------- _ � �, � W 6,28 � o�D�� "' � / 5 3 Z 15 \� �� —_ _— +� -------�-------�� PUE PUE P c � � � PU -------- � � -L- +20� _ ,`�� PUE PU P�E PUE � 7015 TRw � �� -�- + 20 � � E PUE PUE --- ��QQ�hh 95' RT � � �h -L- +20 WOODS ;,3 O� 105' RT�pTHEY BARRINGER � CATHEY BARRINGER 3 � DB 4838 PG 004 r� DB 4838 PG 016 � � 3 � 3 � � � ,� �N � � a � M � � � N � � � � , L— Pl Sta 20 +64e37 ' Pl Sto 38 +3/e75 p= 6' 45' S2e8" ( T� �= 6° 45' 4000" (LT � D= l° 08' 4503" D= l° 08' 45e3" L = 590033' L = 590v02' T = 29505/' T = 295e35' R = 59000000' R = S,OOOv00' SE = 03 SE = 03 lNC = 40' lNC = 40' —DR3 — Pl Sta l0 +69e�9 Pl Sto /2 +/205/ 0= 86° l2' 905" �RT ) �= 89° 52' 09e5" (LT � D= l90° 59' 0904" D= l36° 25' 0607" L = 450/4' L = 65088' T = 28008' T = 4/090' R = 3oaoor R = 42000� ,� � ,LP �„� O� P��° � / —DR4 — Pl Sta l0 +3/!45 p = 7/° 3 ' S0o9" (LT ) D = l9 59' 0904" L = a45' T 2/06/' = 30000' B-77 WOOD L / PROJECT REFERENCE NO. SHEET NO. B -5548 5 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ERNEST Y CHOW DB 1146 PG 096 5 b l�]E�IE]L�NI[IN I�� l�]LA�N� �Q� II�� N�'d° U51E ]F� C�NSTRUC'J[°I�N , � � �� Q � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Q.� � FROM STA. 31 + 00 TO STA. 35 + 00 -L- (LT) l{� M� FROM STA. 34 + 75 TO STA. 35 + 00 -L- (RT) Mi ,::� - �� -�- +, o � —L � l i"'lo 30 f45o/ ✓ 260' LT -L- +45 255' LT B�-8 � �h , ,� �� ,� END BRIDGE � � ��'� �� m � � P�° �,� —� — ST Ao 30 f69o96 � � � � ��C� , -L- � � °^� '� END APPROACH SLAB 34+05�74 � W 166001' � � � >� �� \ a J � '� � \ -_�Cit of Concord _ _ — -L- +30 ��_ ----- W---- —==T�=�==-�-___--------W—�'�y � — ----- =T�o--- „ ---TFo— � o� - +00 EXISTRW E pt Cond it City of Concord 30 DIP Ex�srwc R�w --� ��n\or EXIST C / � � � PIPE �i y y� d 3 „ F�F m — PIPE EXITS � � \ \ HEADWAL� /� � � � CLEANOUT � �o� � \� c Ex�sriNc � � � � �—�.IS CO �' T Fo\ \\ R/W O � �� -�, �, � �� X�� X x --- 24"RCP � Emp t� �� XCAVATIO� -`�—X ; ��-�"'- � ��`L�� C I\ � ,� �. �� X x X JS =—___ � �. �� . � /�b cture Pay �Ite �S �--- JS 48" WW & SSBW X X —X X X X X��aU� �\ 0 Y�trf �,_r"-�rf�r� 1� ,_�_ . . � CLASS II RI_P RAP WOODS 48" ww & 2SBw � EXISTIN� BRI GE �"� (�i'r'uc#ti're `P'ay`i�e `rj'-`"`l'-`"'�"J�� '�'�'��W'�'' �� TO BE/REMO ED MTL _+^ — L — T— .— S — — L — T— _ -L — — L — —T— — 1 — - �V _ --�— --- L � — — s — I II � II I II /coNc �� - — —�--- _ �/ � � � � � �CL SS II RIP RA � ( r cture Pay It m I � � —� �— BR�� o,,P E -L- +90 +q0o47 � -L- +20 P� EXIST RW 62,11' EXIST RW � TON pUE 70' RT � �� 5 SY FF PUE � � � � °' � — U E �' , �U E � Z � � � � � � � � ,� � � � � .- �' � �� G�� WOODS � ��P�O > � � '' ,�G� �J , c' , / 0� � � c� � �- � � Pl Sta l0 +96003 0 = 69° 23' 2202" �RTJ D = l79° 02' S7o5" L = 38075' T = 220/5' R = 32000' WOODS PUE `'►��'�� :;�� ;�i�i��+��,��i �� - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - -- , ii � I - - . � ; � ..� � i �. � . ; - _ �� _ �,- � p �' T �� • � • • � t� �i ,,ii �� %� ' • . �!1 �i = � � %/ �l��' = �►�� ii �� • •�• • ' : , • • � � � i � - � i��! � • � I�/////��/ I//�//��! � � 9 �. � I///////�� i. .� � „- ,,. . . , .�. -� � : � .• • - - --- � ' � J . . � . J� - �: � ' .�� 4 FRED LEO HAMMILL. JR. DB 460 PG 092 4' PAVED SHOULDE WOODS -�- + � � 150' RT� PC Sto.��,.�6.40 4' PAVED SHOULDER 8' 4' PAVED SHOULDER 2 �j :� TYPE B-77 TYPE B-77 25: � N N 54° 37' 12.0" E -- N N � N � 5:1 TYPE B-77 g� �PE B-�� 25'� 4' PAVED SHOULDER SKETCH SHOWING BRIDGE lN RELATION TO PAVEMENT FOR —L — PROFILE SEE SHEET 7 FOR —DR3 — PROFILE SEE SHEET 8 FOR —DR4 — PROFILE SEE SHEET 8 —L — Pl Sto 38 +3/075 p= 6° 45' 4000" (LT J D = l° 08' 4503" L = 590002' T = 295a35' R = S,OOOa00` SE = 03 lNC = 40' —Y/ — Pl Sta l0 +95e48 p = 49° 49' 34e2" (LT ) D = 35° 48' 35e5" L = 139e14' T = 74e3/' R = 160v00' lNC = l6' � � 0 � � �O M Q F�— t/) I J � � � W W _ N W W N W Z J 2 � < Pl Sta 44 +2/e77 0 = 6° 45` 400/" (RT ) D = l° OS' 45e3" L = 590°02' T = 295035' R = S,OOOa00' SE = 03 lNC = 40' —DR5 — Pl Sta l0 +lOoOl Pl Sta l0 +35e45 0= 6° 32' 4/e4" (RT ) �= 24° 54' 3907" (LT ) D= 32° 44' 2506" D= 8/° 5/' 04°0" L = 19e99' L = 30e43' T = lOoOl' T = 15e46' R = l75°00' R = 70e00' ERNEST Y CHOW DB 1146 PG 096 PT Sto. 11+60.30 S 88° l3' 36.6" E AH END -Yl- POT Sto.12+00.00 �/ ��'�25�/�/ F 2�� jc R�c A� � �� / qS f N�,.,,L��.r�r' ?1r-r 'Lr!?'�r-r?tr.'�� --�--------- � — — — — — —`-�i��-'�'—`v'—``s'—`�'— l5'SOIL & GR N 55°50'30" E - � - 105015' i DCAAl1\/ � J FROM STA. 11 + 00 TO STA. 12 + 00 -Yl- (LT) FROM STA. 11 + 00 TO STA. 12 + 00 -Yl- (RT) FRED LEO HAMMILL. JR. FROM STA. 35+50 TO STA. 37+50 -L- (RT) DB 460 PG 092 i � CROWELL-HILL PROPERTIES. LLC �, o DB 11233 PG 039 ➢ s e� D N N '�\' `L� � � N 'L� �5 \� � �b � �O � DETAIL E � CUT DITCH �t' ( Not to Scale) Front ��S Ditch Natural � � �P� Slope Ground �'qRjF\ D Min. D = 0.2 Ft. rRV/V1 JIH.41t4J IV JIN.4LTVV —L— 1L1� _ _ . _ . . ._ - - .-, . . �-�: ��ij1-.d�'.��i � O ' n � p � � W \ ��_ �� -Ztr�-�, J S 55°50'31" W EIP 58,53' MARSHA W.CAMPBELL DB 2233 PG 240 N q��— 169,19 N 55°50'31" E 215,00' SANDRA K.GREEN DB 471PG 446 N q�� 64,11 N 55°08'30" E 176,90' . ,-, : �.�-�.; ,��r��r'-`-v TROY WAYNE BRANHARDT & wife LILA KEEN BARNHARDT DB 10119 PG 206 N 55°50'31" E 281,31' SANDRA THOMAS DB 761 PG 313 -, : �-�-`-�- PT Sto. 47 +16.44 PROJECT REFERENCE NO. B -5548 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 6 HYDRAULICS ENGINEER l�]E�IE]L�NI[IN�I�� l�]LA�N� II9� N�'d° U51E ]F� C�NSTRUC'J[°I�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CANNON-HILL PROPERTIES. LLC DB 1498 PG 132 S 6900\ �s,00, w \z 9 l9 � � � � N V� N TROY W.BRANHARDT & � wife LILA K. BARNHARDT DB 6087 PG 334 � POT �t�o� 48 +76.24 � -------- ,-------�-------- � o � W �• W/LT 6 —X— 96" WW & �Ity City of�l==-- �F�==�'__— Concord Empt � _ JO EVELYN BARNHARDT DB 310 PG 233 FOR —L — PROFILE S E SHEET 7& 8 FOR —Yl — PROFILE S E SHEET 8 FOR —DR5 — PROFILE EE SHEET 8