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Home My WebLink About20161151 Ver 1_U-4762 Permit app_20161121 (2)iransportatian November 9, 2016 Mr. Thomas Steffens U.S. Army Corps of Engineers Washington Regulatory Field Office 2407 W 5th St. Washington, NC 27889 Mr. Robert Ridings DWQ-Transportation Permitting Unit 1650 Mail Service Center Raleigh, NC 27609 PRT McCRC7RY Covernor N[CHQ�.AS J. TEI'JNYSQN Secretary Subject: U-4762 Nationwide 14 Permit application for the widening of SR 1250 (Springfield Road) FROM US 64 alt. to SR 1243 (Leggett Road) in Edgecombe County WBS # 39930.1.2 Dear Sirs: The North Carolina Department of Transportation (NCDOT) proposes to widen SR 1250 (Springfield Road) FROM US 64 alt. to SR 1243 (Leggett Road) in Edgecombe County. The purpose of the project is to provide mobility and safety through the corridor. The project will add a center turn lane which will provide a designated area for left turning vehicles for a very large number of driveways along the project. This will increase safety by providing a sanctuary to left turning vehicles thus preventing rear end collisions as well as increasing the mobility by removing the turning vehicles from the through lanes. This project is identified in the Rocky Mount MPO's approved comprehensive transportation plan. Specifically NCDOT proposes widen SR 1250 from US 64 alt. to SR 1243 from a 21ane section with ditches to a 31ane section with curb and gutter and sidewalk along the west side of roadway. The scope of work includes but is not limited to widening of SR 1250 to get a 31ane section, install curb and gutter, and sidewalks; and all necessary grading, drainage, and pavement improvements to complete the work. Impacts to two jurisdictional features will occur at UT's to Gay Branch. Impacts to these UTs collectively will consist of 21' of permanent fill due to additional pipe length and 28 ` of temporary impacts for dewatering of this culverted crossings. Gay Branch is within the Tar River Basin and is subject to the Tar-Pam Buffer Rules. �Nothing �Cornpares�,� State of North Carolina I Department of Transportation � Div-4 Environmental Office 509 Ward Blvd. � PO Box 3165 I Wilson, North Carolina 27895 252-237-6164 T 252-234-6174 F iransportatian PRT McCRC7RY Covernor N[CHQ�.AS J. TEI'JNYSQN Secretary For our files, please provide written notice that this activity is authorized. If you have any questions or need additional information, please contact Chad Coggins, Division Environmental Officer at (252) 296-3529. Your time and assistance are greatly appreciated. Respe fully S bmitted, � �� . � ��- �'or T.M. Little, PE Division Engineer �Nothing �Cornpares�,� State of North Carolina I Department of Transportation � Div-4 Environmental Office 509 Ward Blvd. � PO Box 3165 I Wilson, North Carolina 27895 252-237-6164 T 252-234-6174 F 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: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the 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: U-4762 SR 1250 Springfield Road Widening 2b. County: Edgecombe 2c. Nearest municipality / town: Rocky Mount 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state U-4762 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: Tim Little PE Division Engineer 4c. Business name NCDOT Div. of Highways (if applicable): 4d. Street address: PO Box 3165 4e. City, state, zip: Wilson, NC 27895-3165 4f. Telephone no.: 252-237-6164x3501 4g. Fax no.: 252-234-6174 4h. Email address: tmlittle(a�ncdot.qov 5. Agent/Consultant Information (if applicable) 5a. Name: Chad Coggins 5b. Business name NCDOT Div. 4 Environmental Officer (if applicable): 5c. Street address: same 5d. City, state, zip: same 5e. Telephone no.: 252-296-3529 5f. Fax no.: 252-234 6174 5g. Email address: tccoqgins ncdot.qov Page 2 of 11 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1 b. Site coordinates (in decimal degrees): Latitude: 35.9551 Longitude: - 77.7540 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to UT to Gay Branch proposed project: 2c. River basin: Tar-Pam 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: Small Urban area forestry and agriculture are still predominant land uses in the vicinity of this project. But some small developments are present 3b. List the total estimated acreage of all existing wetlands on the property: 0 ac. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 100 LF 3d. Explain the purpose of the proposed project: The purpose of the project is to provide mobility and safety through the corridor. 3e. Describe the overall project in detail, including the type of equipment to be used: NCDOT proposes widen SR 1250 from US 64 alt. to SR 1243 from a 21ane section with ditches to a 31ane section with curb and gutter and sidewalk along the west side of roadway. 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: 2 streams shown on soil map 4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): 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. Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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 orar T W1 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 � P❑ T pipe UT to Gay Branch � PER � Corps 5 15 � INT ❑ DWQ Stabilization, ditch � pER � Corps S1 ❑ P� T tie-ins and UT to Gay Branch 5 28 dewatering � INT ❑ DWQ S2 � P❑ T pipe UT to Gay Branch � PER � Corps 5 14 � INT ❑ DWQ Stabilization, ditch � pER � Corps S2 ❑ P� T tie-ins and UT to Gay Branch 5 30 dewatering � INT ❑ DWQ 3h. Total stream and tributary impacts 29' Perm 3i. Comments: Page 4 of 11 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 waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 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 purpose (acres) number 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: Page 5 of 11 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 Buffer Zone 1 impact Zone 2 impact Permanent (P) or for impact Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 � P❑ T Widening Gay Branch � NoS 2465 1674 fill section B2 � P❑ T Widening Gay Branch � Nos 2453 1627 fill section B3 ❑P❑T ❑Yes ❑ No B4❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 4918 3301 6i. Comments: Page 6 of 11 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. We are only impacting 2 small stream crossings 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All construction equipment will be staged and operated from upland areas. DOT will also install silt fencing to protect the streams and wetlands adjacent to this project, and safety fencing will be used to delineate those environmentally sensitive areas. 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? 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: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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: Page 8 of 11 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 no, explain why. Comments: all stormwater outlets have been checked/designed to make sure runoff � Yes ❑ No enters the stream at non erosive velocities. 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: The proposed stormwater runoff from the proposed widening will utilize proposed storm drainage systems that outlet to grass swales prior to discharging into the existing outfalls. In some cases, grass swale criteria could not be fully met due to site constraints; however, the len th was maximized to rovide as much treatment as ossible. ❑ 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? N/A ❑ 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 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. 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 ❑ Yes � No, MCDC is letter.) on file 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 � No additional development, which could impact nearby downstream water quality? 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. 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. Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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? GIS search and habitat assessment made onsite 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? GIS search 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? Clearance from NC SHPO 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: The project avoids fill within the FEMA-regulated floodway; therefore no submission to NCFMP nor a roval from FEMA is re uired. 8c. What source(s) did you use to make the floodplain determination? FRIS �'or Tim Little '�� 11/16/2016 ApplicanUAgent's Sig Date ApplicanUAgent's Printed Name iA9enYs signature is valid only if an auth ri i n letter from the applicant is provide . Page 11 of 11 }.�j�s�Z�,y� North Carolina Department of Transportation � �;YdrP� Highway Stormwater Program �.� ' STORMWATER MANAGEMENT PLAN _ (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 39930.2.2 TIP No.: U-4762 Count ies : Ed ecombe Pa e 1 of 3 General Project Information WBS Element: 39930.2.2 TIP Number: U-4762 Pro'ect T e: Roadwa Widenin Date: 11/21/2016 NCDOT Contact: Addison Gaine , PE Contractor / Desi ner: CALYX En ineers and Consultants / David P. Bocker, PE Address: 509 Ward Blvd. Address: 7500 East Independence Blvd. Wilson, NC 27895 Suite 100 Charlotte, NC 28227 Phone: 252-296-3625 Phone: 704-566-4342 Email: na aine ncdot. ov Email: dbocker CALYXen ineers.com Cit /Town: Rock Mount Count ies : Ed ecombe River Basin s: Tar-Pamlico CAMA County? No Wetlands within Project Limits? No Pro'ect Descri tion Pro"ect Len th lin. miles or feet : 1.290 mile Surroundin Land Use: Residential with some Business Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 7.0 ac. 6.2 ac. Typical Cross Section Description: 3-lane roadway with curb & gutter 2-lane roadway with ditches Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 5,500 Year: 2040 Existing: 3,940 Year: 2017 General Project Narrative: The project consists of widening the existing 2-lane roadway with ditches to a 3-lane roadway with curb & gutter to improve traffic flow in Rocky Mount, Edgecombe County. (Description of Minimization of Water The proposed stormwater runoff from the proposed widening will utilize proposed storm drainage systems that outlet to grass swales prior to discharging into the existing Quality Impacts) outfalls. In some cases, grass swale criteria could not be fully met due to site constraints; however, the length was maximized to provide as much treatment as possible. W IMormation Surface Water Bod 1: Tributa to Ga Branch NCDWR Stream Index No.: 28-72.5 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: None A uatic T&E S ecies� No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer7 N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) [ j} ��,ya North Carolina Department of Transportation � �'�:fL�rtYii uu�� ' �- �;"'_.,, HighwayStormwaterProgram `�.' STORMWATER MANAGEMENT PLAN — (Version 2.06; Released June 2076) FOR NCDOT PROJECTS WBS Element: 39930.2.2 TIP No.: U-4762 Count ies : Ed ecombe Pa e 3 of 3 Swales Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road SurFace Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Water Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 5 -L- 26+85 RT 6.0 3.0 3.0 2.4 235 148 0.30% 5.2 1.3 6.9 2.8 No No 35.9500082°/ -077.7535296° � -L- 53+68 RT 6.0 3.0 3.0 7.3 727 318 0.30% 11.8 1.7 17.0 2.8 No No 35.9573673°/ -077.7540829° Additionat Comments • � See Sheet �-A For I ndex of Sheets BEGl1� C01�S TR UCTl01� TIP PR�JECT U-4762 �� II�� I�'►' I� I(�)- \' ��) I.�� I=I I; i� I=I ��'►• .\ �'- � � • L OCA TI011 t: SR 12�0 (SPRII�GFIELD R 4AD) FR 4M US-64 AL TER1�A TE TO SR 1243 (LEGGETT R OAD). TYPE OF WORI�: GRADII�G, DRAI1�lAGE � PA VI1�lG L— S TA.10 + 00. 00 BEGl1� TIP PR O ECT U-4 762 \ —L— S TA.12 + 60. 00 � T� N - _ C ¢3 '� �-� ; ; ;� i a�� 4, , 1 1 1 I 1 —L— ; SR (SP.�Ir � b � 250 FIELD RD) THIS PROJECT IS WITHI11t ROCKY MOU11lT CITY LIMITS. THERE IS 1110 C011lTROL OF ACCESS 01� THIS PROJECT. CLEARII�G A11tD GRUBBII�G 011t THIS PROJECT SHOULD TO THE LIMITS ESTABLISHED BY METHOD II. � b � � � � S ITE 1 BE PERFORMED � I � C/� � � PERMIT DRAWING SHEET 1 OF 11 �� O � � , , , , 1 1 1 � SR 1250 � _SP�NGFIELD RD) ; � u _� d � NAD 83,�NNA 2 O11 � r� � \ � �i `��_.�-'� � � E1�D TIP PROJECT U-4762 —L— S TA. 80 + 70. 00 S ITE 2 E1�D C01�S TR UCTI01� TIP PROJECT U-4762 —L— S TA. 81 + 00. 00 � PROPOSED SIGNAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared foro Prepared in the Office ofo HYDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH HIGHWAY M - DIVISI011� 4 -�. CA LY� ADT 2017 — 3,940 _ 50 �� O �O loo ADT 2040 = 5 500 509 Ward Blvd. ■ ENGINEERS+CONSULTANTS (� ��Q�j' � Wilson, NC 27895 �� ° �' (�� K = 9 p�0 2012 STANDARD SPECIFICATIONS �°t �OQ PLANS STEPHEN C. BROWDE, PE * � D= 55 % LEI�GTH OF ROADWAY TIP PROJECT U-4762 = 1.290 MILES CALYX E f� C P.E. � � 50 25 0 50 100 T= 14 %* _ RIGHT OF WAY DATE: SIGNATURE: � � PROJECT MAIIIAGER TOTAL LE11lGTH OF TIP PROJECT U-4762 1.290 MILES AU G U ST 2 5, 2 Ol 6 ROADWAY DESIG11t � � V= 50 MPH ABBY VOGT E11tGI1�EER a PROFILE (HORIZONTAL) * TTST = 5% DUAL 9% LETTI11lG DATE: CALYX E Fs' c �� ooQ�� O J� O �O ZO FUNC CLASS = ARTERIAL AUGUST 15, ZO� 7 PROJECT DESIGN ENGINEER �� p��Q SUBREGIONAL TIER .1ER ROTPoGE TPE PROFILE (VERTICAL) P.E. SIGNATURE: �� N.�ME� .�NI� .�sI)�RESSES R�FERENCE N�. N.�MES .�DI)RESSES 20 SPRINGFIELD PLr�ZA 1101 SPRINGFIELD RD. SHOPPING CENTER INC. ROCKY MOUNT, NC 27801 21 MICHAEL LEONARD JOYNER 101 FALCON RD AND WIFE JOAN N JOYNER ROCKY MOUNT, NC 27801 52 KLM DEVELOPMENT LLC 1701 SPRINGFIELD RD ROCKY MOUNT, NC 27801 PERMIT DRAWING SHEET 2 OF 11 r i i ; � PROJECT REFERENCE NO. SHEET NO. � � � � I � . A LYX U —4762 5 � � � —L— � ENGINEERS+CONSULTANTS RrW SHEET NO. Formerly Mulkey Engineers & Cons�ltants � 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS � Pl Sta 23+43.30 Pl Sta 26�62.15 Pl Sta 30+88.7/ S T R E A M & W E T L A N D I M P A C T S CARY, NC 27518 ENGINEER ENGINEER ' �= 0' 28' 05.1" l RT J p= 0° 24' 0/.7" l LT l �= 0 04 3/.6 l RT J phone: 919.851.1912 ' D= 0° 06' 05.2" D= 0° l3' 38.0" D= 0° 0/' 06e8" CALYXengineers.com � L= 46/.44' L= 176.25' L= 406.,3.3� PERMANENT EXISTING TEMPORARY EXISTING DENOTES IMPACTS IN NC License # F-1333 � T= 230.72� T= UU.�2' T= 203.�6� SURFACE CHANNEL SURFACE CHANNEL SURFACE WATER � � � R= 308 57/.2�� IM ACTS PERMANENT I PACTS TEMPORARY , R= 56,483.69 R= 25,2/5.05 . NAD 83/ A 2 0 1 1 � S E = N C S E = N C S E = N C SITE 1 <0.01 AC. 15 FT. <0.01 AC. 28 FT. � D E N O T E S T E M P O R A R Y ; IMPACTS IN SURFACE WATER ; TOTAL < 0.01 AC. 15 FT. < 0.01 AC. 28 FT. I i � � � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED � � I I N Z � N 1 W � / � � � 3 � L O / � � � C N E C 0 L > C W i � � � � w � i � � � �� o� N� \ � Lf�= _/ \�� I � W � N f1hi i i;htLL N N MTI CAi� 9 ROBEF� .�, ,��< LII�VUl� Yi dY'tLL� I u.�;;. 10 t-ii�vv rV�P� t DINA M LANCASTER C s 12 =,STER DETAIL G LATERAL 6' BASE GRASS SWALE ( Not to Scale) Natural � f— I Ground 3•� p 3'1 1'%5Ft. Fill $lope � o � Min. D=0.6 Ft. �'u"� 6=6 Ft. b = 5 Ft. DDE = 7 CY FROM STA.25+37 TO STA.26+84 RT , � Y � �, 13 � JENNIFEf; :�iVCAS l tY� PERMIT DRAWING SHEET 3 OF 11 I N W � � 0 CONC. SIDEWALK & ISLAND NOTE: ALL EXISTING CROSS PIPES & DRIVE PIPES ALONG —L— (SPRINGFIELD RD.) TO BE REMOVED UNLESS OTHERWISE NOTED. NOTES: SEE SHEET 10 FOR —L— PROFILE. I I I ; � ��` l ` ��_ /` �4� . - PROJECT REFERENCE NO. SHEET NO. � � \ , „ � � � V � 1. CA LYX � � s I U —4762 5 � � o� -L - � RrW SHEET NO. � ENGINEERS+CONSULTANTS Formerly Mulkey Engineers & Cons�ltants � 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS ; ,-� Pl Sta 23 +43.30 Pl Sta 26 +62.15 Pl Sta 30 +88.7/ S T R E A M & W E T L A N D I M P A C T S ' � _ �� 28� �J�.�� lRT ) 0= �� 24� ��.7�� LT � �- �� 4� 3�.6�� RT � CARY, NC 27518 ENGINEER ENGINEER phone: 919.851.1912 � — ° � �� ° i �� CALYXengineers.com ' D— 0 Q6 05.2 D= 0/3 38.0 D= 0° 0/' 06e8" � � L-= 46�.44' L= 176.25� ! L' — 4�6.33� PERMANENT EXISTING TEMPORARY EXISTING DENOTE$ IMPACTS IN NC License # F-1333 ' �� T � = 23�.72� T = 88��2� — 2�3.�6� �� SURFACE CHANNEL SURFACE CHANNEL � SURFACE WATER ; p 6., WATER IMPACTS WATER IMPACTS � �.� = 56,4U3.69' R= 25,2/5.�5� R — 308+5��•2�� IMPACTS PERMANENT IMPACTS TEMPORARY � NAD 83/NA 2011 � SE' = NC SE = NC SE = NC � SITE 1 <0.01 AC. 15 FT. <0.01 AC. 28 FT. DENOTES TEMPORARY � �, � IMPACTS IN SURFACE WATER � j ; � \ TOTAL < 0.01 AC. 15 FT. < 0.01 AC. 28 FT. / I i ' � � � � � �— 1 I ` DOCUMENT NOT CONSIDERED FINAL i 96 �` / o•'y ' �6 ��e UNLESS ALL SIGNATURES COMPLETED � i \ I � I � a M RA N N O N > W � "J I Y L [,�z � �. 0 ' O - � � �; � e + ? __ � � � � PUE PUE PUE PUE � F -----------F � - ---------------- (/, N - - 2'-b"C&G i CB r R -IV � r OOD� � PUE 1� N � C� __� � r 2'-6"C&G ____ � 15" RC P-N r 16' �DI 16' 18" RC P- W F E E F PDE a F15' RCP-IV � ,_,1 PUE � ��— E �`, ,� EIP � ��'� ^I LINDA A N ARRIINGT�N `'"` `�"'V'" `�'� i" q8° �u'�� a � � I 'N �� } I � X ; z �� > V � 2SFD �.6 N � ISBKD w � s rm A w _ 25BK A � i � ~� - � // J ��, W DK � ` a � . o,-, . . I rm � � O/ / J� � O 8 —�� M � " � P_-o�G ��' isFo , � 7 , w� �, � CLARA MPBE L D NDA � �Z �P I —' STEPHANIE MITCHELL 90 - \ % � 18 ERVIN HOLL WAY RLOTTE� E IH LOWA m G I M �BRASWEL WIFE MILDR D W BR _ A� 3 1 � f01 � PUE DUE _ PUE —� F fy � I 11 � � � a��,� �vie� t � 1 � �4K�A M LANCASTER � '� � JA`:,�. =,S ER ,,.., , � s �Oh,� ;v. � .. I�MANI G P J r� I I J�NNIFEF� � -103 � WOODS - - - --- •�� 3�� Q7� c ., �� ' Q � . . . _ �7. .. .. .. .. .�. - "v� .�_ �v��`fia'3(�:Z�la\�� v� v v � �� v I�• v �,;�� L� � �L•� ■i'�w �� ^fiT,•� �'fii•i : . : : � �' � " ' ' 1 s � r : . : PER IT D WI G SHEET 4 OF 11 � � t� j � 1�4 � � 1�5 WIFE M\/ I _ : _` � L+�,.�`�� G JAMES � 9 — `... O I � O �sr p ISFD 7�" VI YL Q j + i ;� r-- � i� N i�i � ' U ' � � ,� �'1� . 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EIP `- 7-- ,. \J A 9' 0 \ . - ___ ,. .m DERIUS . WINTON I Y �.JOYNERNARO------- 7'cr' � . � � 9�_ \ \ ; � �JO�NN N W��F � ISBKD 92 � \ °'�OJ / �� - , SITE 1 SG PERM & TEMP IMPACTS ',,IN SURFACE WATER ) i �o� j" � � �b, MILTO RAY SON � _ MAR LEE HINTON �� . Y3— POT STA. 10 + 60.00 _-- �_ � tie DETAIL G LATERAL 6' BASE GRASS SWALE ( Not to Scale) I f— � --- � — ---------- - � �� R LILL E DORIS DIC �1S -- �_, _____ '� T R J YOUNG AND � W ' "' 93 � _'_ --J WIF GENETHER B YOUNG I , j � � EIP ,,, ��— -.: - � �� ,—( - -i -�"� �' v I � � Zb �round 3•� p 3'1 1'%5Ft. � Fill Slope � o � Min. D=0.6 Ft. �'u"� 6=6 Ft. b = 5 Ft. ( _ = 7 CY � FROM STA.25+37 TO STA.26+84 RT ; � ��% ,, ti � �� l �� 0 CONC. SIDEWALK & ISLAND NOTE: ALL EXISTING CROSS PIPES & DRIVE PIPES ALONG -L- (SPRINGFIELD RD.) TO BE REMOVED UNLESS OTHERWISE NOTED. �IOTES: iEE SHEET 10 FOR -L- PROFILE. i \ � LL' I i L I I I ; � PROJECT REFERENCE NO. SHEET NO. � � � � I � _ A LYX U —4762 7 S T R E A M & W E T L A N D I M P A C T S � ENGINEERS+CONSULTANTS RrW SHEET NO. � \ Formerly M�Ikey Engineers & Cons�liants � � 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS ; CARY, NC 27518 ENGINEER ENGINEER � phone: 919.851.1912 ; PERMANENT EXISTING TEMPORARY EXISTING � DENOTES IMPACTS IN CALYXengineers.com � SURFACE CHANNEL SURFACE CHANNEL SURFACE WATER WATER IMPACTS WATER IMPACTS NC License # F-1333 � IMPACTS PERMANENT IMPACTS TEMPORARY , � DENOTES TEMPORARY � SITE 2 <0.01 AC. 14 FT. <0.01 AC. 30 FT. IMPACTS IN SURFACE WATER � \ TOTAL < 0.01 AC. 14 FT. < 0.01 AC. 30 FT. Nqp —� � `�.. 83�►�q 201 � � �� , ' ``� _ � � � ; DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � � PERMIT DRAWING �, , �, N Z � N 1 W � � � � i � � � 3 � L O / � � � C N � � 0 L > C W i � � � � W � i � � � �� o� N� \ � �CAR T JONES AND -o rr�nG?C�,!✓t 11�! I�1��I�C � �� G n �� \ � � DETAIL H LATERAL 6' BASE GRASS SWALE ( Not to Scale) Natural � �-- I Ground 3•� p 3'.� 7"/5ft. Fill Slope � o � Min. D=0.5 Ft. I�•� B = 6 Ft. b = 5 Ft. DDE = 7 CY FROM STA. 50 + 50 TO STA. 53 + 68 RT DETAIL A SPECIAL CUT DITCH ( Not to Scale) Front Ditch Natural � p,'1 Slope Ground 3•) D Min. D=1 Ft. FROM —L— STA. 53 + 13 TO STA. 53 + 38 LT � � MARY P PITTMAN SHEET 5 OF 11 "' T�E�P�o �' ��., ' 1�� 9 �., r n,'r, G'q RANDY J REID AND WIFE TANMMY C REID I ' i � � � 0 CONC. SIDEWALK & ISLAND NOTE: ALL EXISTING CROSS PIPES & DRIVE PIPES ALONG —L— (SPRINGFIELD RD.) TO BE REMOVED UNLESS OTHERWISE NOTED. NOTES: SEE SHEET 11 FOR —L— PROFILE. i �_ i � \��L _ I I I ; � �'"�� PROJECT REFERENCE NO. SHEET NO. � � � � �� , < 1_ CALYX�� U —4762 7 I " l T RF A M R W F T I A N M P A T 1 � ENGINEERS CONSULTANTS RrW SHEET NO. i P �. � . V L V� ` L D I � V Formerly M�Ikey Engineers & Cons�liants � m � 9j � 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS ; m m CARY, NC 27518 ENGINEER ENGINEER � �� phone: 919.851.1912 ; PERMANENT EXISTING TEMPORARY EXISTING � DENOTES IMPACTS IN CALYXengineers.com � �� SURFACE CHANNEL SURFACE CHANNEL SURFACE WATER � ��\ WATER IMPACTS WATER IMPACTS NC License # F-1333 � m / ) �' IMPACTS PERMANENT IMPACTS TEMPORARY v � DENOTES TEMPORARY � 6 � e� SITE 2 <0.01 AC. 14 FT. <0.01 AC. 30 FT. IMPACTS IN SURFACE WATER i m -- 3 / I , ,�m TOTAL < 0.01 AC. 14 FT. < 0.01 AC. 30 FT. 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S I � � � ��,� � � � I � � \ O � � � Q 9z ' � SITE 2 ii � ,P , � � PERM & TEMP 1MPACTS �v ' �I � ��9-� ' N' I N S U R FAC E WAT E R ��"' c9 76 n � � � ; a , � .� � \`� � ' p � p MARY P PI N S RAAND WIFEEID � � � �e � � 1 a � TANMMY C REID , � � �. ; � �� ,s , � � � 3 es i � � � B5 � i � �Bg i � ^ i � n .__ ; i � �.f J �5 75 i -....� ��/ i � //� � n 9 I � 0 I � � ' 0 � ._ � \, / `,_,. _, . EIP n/ DETAIL H DETAIL A " s I � � � � LATERAL 6' BASE GRASS SWALE ' ' o � SPECIAL CUT DITCH � e _ ( Not to Scale) i L n � � m ( Not to Scale) � ; > 1 � Front i C <e Natural ��-- � Ditch � ; w �. 6 Ground 3•� p 3'.� 1"/5ft. Fill Natural � p,'1 Slope � � � Slope Ground 3•) _ ; �– B�- � o � Min. D=0.5 Ft. D �� 0 CONC. SIDEWALK & ISLAND �� '� B= 6 Ft. Min. D=1 Ft. %� � � �� b= 5 Ft. �' ; � 6 Q DDE = 7 CY FROM -L- STA. 53+13 TO STA. 53+38 LT i �, NOTE: ALL EXISTING CROSS PIPES & DRIVE PIPES ALONG -L- � i �` FROM STA. 50+50 TO STA. 53+68 RT i "� (SPRINGFIELD RD.) TO BE REMOVED UNLESS OTHERWISE NOTED. ' � �m � ' , I , � � /, � � � � �� NOTES: � ^� ' `�� Q � et SEE SHEET 11 FOR —L— PROFILE. ' �� \ ; �_ � U � —� � �� " ISBKD � � ,._— � - 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) SITE #1 -L- 26+90 42" RCP < 0.01 < 0.01 15 28 SITE #2 -L- 53+70 42" RCP < 0.01 < 0.01 14 30 TOTALS*: < 0.01 < 0.01 29 58 *Rounded totals are sum of actual impacts NOTES: 3itiL'YJ • � See Sheet �-A For I ndex of Sheets BEGl1� C01�S TR UCTl01� TIP PR�JECT U-4762 �� II�� I�'►' I� I(�)- \' ��) I.�� I=I I; i� I=I ��'►• .\ �'- � � • L OCA TI011 t: SR 12�0 (SPRII�GFIELD R 4AD) FR 4M US-64 AL TER1�A TE TO SR 1243 (LEGGETT R OAD). TYPE OF WORI�: GRADII�G, DRAI1�lAGE � PA VI1�lG L— S TA.10 + 00. 00 BEGl1� TIP PR O ECT U-4 762 \ —L— S TA.12 + 60. 00 � T� N - _ C ¢3 '� �-� ; ; ;� i a�� 4, , 1 1 1 I 1 —L— ; SR (SP.�Ir � b � 250 FIELD RD) THIS PROJECT IS WITHI11t ROCKY MOU11lT CITY LIMITS. THERE IS 1110 C011lTROL OF ACCESS 01� THIS PROJECT. CLEARII�G A11tD GRUBBII�G 011t THIS PROJECT SHOULD TO THE LIMITS ESTABLISHED BY METHOD II. � b � � � � S ITE 1 BE PERFORMED � I � C/� � �� O � � , , , , 1 1 1 � SR 1250 � _SP�NGFIELD RD) ; � u _� d � NAD 83,�NNA 2 O11 BUFFER DRAWING SHEET 7 OF 11 � r� � \ � �i `��_.�-'� � � E1�D TIP PROJECT U-4762 —L— S TA. 80 + 70. 00 S ITE 2 E1�D C01�S TR UCTI01� TIP PROJECT U-4762 —L— S TA. 81 + 00. 00 � PROPOSED SIGNAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared foro Prepared in the Office ofo HYDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH HIGHWAY M - DIVISI011� 4 -�. CA LY� ADT 2017 — 3,940 _ 50 �� O �O loo ADT 2040 = 5 500 509 Ward Blvd. ■ ENGINEERS+CONSULTANTS (� ��Q�j' � Wilson, NC 27895 �� ° �' (�� K = 9 p�0 2012 STANDARD SPECIFICATIONS �°t �OQ PLANS STEPHEN C. BROWDE, PE * � D= 55 % LEI�GTH OF ROADWAY TIP PROJECT U-4762 = 1.290 MILES CALYX E f� C P.E. � � 50 25 0 50 100 T= 14 %* _ RIGHT OF WAY DATE: SIGNATURE: � � PROJECT MAIIIAGER TOTAL LE11lGTH OF TIP PROJECT U-4762 1.290 MILES AU G U ST 2 5, 2 Ol 6 ROADWAY DESIG11t � � V= 50 MPH ABBY VOGT E11tGI1�EER a PROFILE (HORIZONTAL) * TTST = 5% DUAL 9% LETTI11lG DATE: CALYX E Fs' c �� ooQ�� O J� O �O ZO FUNC CLASS = ARTERIAL AUGUST 15, ZO� 7 PROJECT DESIGN ENGINEER �� p��Q SUBREGIONAL TIER .1ER ROTPoGE TPE PROFILE (VERTICAL) P.E. SIGNATURE: I I I ; � PROJECT REFERENCE NO. SHEET NO. � � � � I � . A LYX U -4762 5 � � � ENGINEERS+CONSULTANTS RrW SHEET NO. Formerly Mulkey Engineers & Cons�ltants ' B U F F E R I M P A C T S 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS � CARY, NC 27518 ENGINEER ENGINEER phone: 919.851.1912 � CALYXengineers.com k k�� ALLOWABLE IMPACTS ZONE 1 NCLicense#F-1333 I BUFFER BUFFER � ZONE #1 ZONE #2 IMPACTS IMPACTS �_ ' �� SITE 1 2465 SF 1674 SF �� ALLOWABLE IMPACTS ZONE 2 NAD 83/Nq 2011 � � � TOTAL 2465 SF 1674 SF I � i � � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED � � I I BUFFER DRAWING N Z � N 1 W � / � � � 3 � L O / � � � C N E C 0 L > C W i � � � � w � i � � � �� o� N� \ � i �_ i \�� _ I � W � N � M17C�H�LL h� N N MTI CAi� 9 ROBEF� .�, ,��< LII�VUl� Yi dY'tLL� I u.�;;. 10 t-ii�vv rV�P� t DINA M LANCASTER C s 12 =,STER DETAIL G LATERAL 6' BASE GRASS SWALE ( Not to Scale) Natural � f- I Ground 3•� p 3'1 1'%5Ft. Fill $lope � o � Min. D=0.6 Ft. �'u"� 6=6 Ft. b = 5 Ft. DDE = 7 CY FROM STA.25+37 TO STA.26+84 RT , � Y � �, 13 � JENNIFEf; :�iVCAS l tY� SHEET 8 OF 11 I N W � � 0 CONC. SIDEWALK & ISLAND NOTE: ALL EXISTING CROSS PIPES & DRIVE PIPES ALONG —L— (SPRINGFIELD RD.) TO BE REMOVED UNLESS OTHERWISE NOTED. NOTES: SEE SHEET 10 FOR —L— PROFILE. I I I ; � ��` ` �� /` � PROJECT REFERENCE NO. SHEET NO. � � / �`�,_ _ .� ; � � '� � � , � �� I �. /� LYX U -4762 5 � � � � m � / RrW SHEET NO. i m ^ P \ ■ For GrlyvM kRy EngCOrsv& Con �AN s S I Q / \ B U F F E R I M P A C T S 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS � CARY, NC 27518 ENGINEER ENGINEER � � phone: 919.851.1912 � j CALYXengineers.com k k�� ALLOWABLE IMPACTS ZONE 1 NCLicense#F-1333 I m BUFFER BUFFER m ZONE #1 ZONE #2 I 66 IMPACTS IMPACTS ; `�� ALLOWABLE IMPACTS ZONE 2 NAD H� A 2011 , � SITE 1 2465 SF 1674 SF � � � � � � � � TOTAL 2465 SF 1674 SF /J I � P I /// I I � �1 V I i 66 c i 96 a �, DOCUMENT NOT CONSIDERED FINAL �6 e UNLESS ALL SIGNATURES COMPLETED � i \ I � I .� < BUFFER DRAWING N � N 1 �w..�.'.� li `^`��ERTIES OF E GECOMBE COU TY L 20 O 9b 0 � `�� Q � a OOD 9„ , P v � ' _ // � , 1, _r�i �r�-, '��/ �' �,6 i ::: _ B , , � . � �`- ' � � ) �� F F F -----F ------------ ---1-------------------------------F ---------------------------- 15" RCP-IV � - - -- -- --- - ------------ ---- --- C/� «� i C B r ( R —iv „ 1� �y 06 C� __- � C B - I � - � �� 18" RCP-IV ---------------------- 15" RCP-N DI �T� _F _�__-- F ---- ^-- � � �-----------ni---= ��1 � i�� X ^I LINDA A � J � 2SFD � ' A �i � Q� // � � O/ / � OBE LOUIS WELLS, D WIFE IND ELLS CB■ _ �� --- CB CB 18" RCP-IV 15" RCP-IV ._.. �� -,-----� °�----------------, fy G �R LEON PI�AN AND WIFE ORIS M PITTMAN �MES RAY L NCASTER AND WIFE M LANCASTER � s IFER LANCAS ER S G � � ISFD _ - _ �� ` 1 � � I� � 1 i i I� I � 1 1 i 1 ; ♦ ;; , �� ; , ; �� , �; � ' � I � \\ � � i � � � �' ' � � ' � � � � WOODS � � � � '� '1 11\ �I � � ��, �� 1 �� :. O O p O'� O 42" RCP-IV O O O --15" RCP-IV ------� - -------- --- ---- - -- -- — � CB 18" RCP-IV Cg �P � —' STEPHANIE MITCHELL CB �� 18" RCP-IV Cg �� g.{'P_iv CB � � }"x"� ,� 1 !X '' '��: , .. �C < � fTc'��r�� > W W N N N � I; N N I �`' 4 � 4 --�� 1 , �..:; �I �"� .. ' � Y 9� r ISFD J�NNIFER ELIZAf 0 � -ER , �� \ \ �� \ � \ I � ; ; ; i � � � � � , \� � ; � - -103 /(�/ � '� qp/( � � � � WOOD� \ I � P , , Uf � I I I 18'� RCP-IV , , ; � � �, � 1 p ; � . . L� f. o ��-�-� �;.�,_,��., o 0 �,� 15" RCP=iF F------- 15"-RCP-1V . DI . ---- Q_--F CB Cg 18" RCP-IV CB � , „ CB Cg -1V - 18" 15" RCP-IV — . RCP-1V , ------------------------ --------- � �- 15" RCP-IV F �\\ /�� F � / \ � SHEET 9 OF 11 aa M Q b R AND WIFE M VERNELLE�G JAMES ir �h-_-,�_ I „ ISBKD � z�!'�i; WOODS 48" CHL � � 9� -�tL LEONARO________ m_Z'G___ ____. JOYNER c, � AN N WOYNER �/ c � n � � �b, J MILTO RAYL,� MAR LEE HI � � T V�" � o 0 ISF 0 VI YL Q � � N M � 18" RCP-IV vDl Oj5" RCP-IV � --------� �---�I-- F _J CB �� CB � I r `, _ � ^� CB CB � I ___ CB - - - ---I� F-- �y 18" RCP-IV � I ; N � /� J� 18�a P- V 48"� � (/ J� r J �.,_^. ^✓ Z U > � l� � � `� V b � ICHARD G AY � PRIC � MARGRET W x AND WI. � � THORNTON JE KILLE EW � PRICE X 48" MTLX S 48" MTLX WOODS iP � X� i A � � ^ � \ I I ----� I l7' GR 'O(V � _ / �II VV ' ""'- 93�/ � N � ------- N i WOODS EIP I -- � EIP � b O� I \\ ' —I�� V� I �e � zb ISBKD WIFI � �_ 92 \ \ \ \ LILL E DORIS DIC �1S J YOUNG AND NETHER B YOUNG ti � � � � C � � / \ ' \ � P �' � 9z � eei � 1 � � /90 � o ( ��a, DETAIL G � � —� / °ej ° �'; LATERAL 6' BASE GRASS SWALE / � � �� 6; I [ �' P ( Not to Scale) � w b `� � i � � £6 Natural , � Ground 3•� p 3�1 ,-�� F�� __ CONC. SIDEWALK & ISLAND ; __, 0 �--� � g� �� I � `- $ Min. D=0.6 Ft. � ' � °� 9—� � 6=6 Ft. NOTE: ALL EXISTING CROSS PIPES & DRIVE PIPES ALONG -L- � � Q b=5 Ft. ' (SPRINGFIELD RD.) TO BE REMOVED UNLESS OTHERWISE NOTED. ; i DDE = 7 CY � '�_ � I � � - FROM �'T'A. 2� 3�7 TO STA. 26+84 RT 6 � � � � �B, � ' �o � m ' �� = a2 ,, � i �� _ I I I ; � PROJECT REFERENCE NO. SHEET NO. � � � � I � _ A LYX U —4762 7 ' � B U F F E R I M P A C T S � ENGINEERS+CONSULTANTS RrW SHEET NO. � ��k�k� ALLOWABLE IMPACTS ZONE 1 FormedyMvlkeyEngineers&Consvliants � 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS ; CARY, NC 27518 ENGINEER ENGINEER � phone: 919.851.1912 �� CALYXen ineers.com ; �� \�\\ ALLOWABLE IMPACTS ZONE 2 g BUFFER BUFFER NC License # F-1333 ZONE #1 ZONE #2 � � IMPACTS IMPACTS � � ' SITE 2 2453 SF 1627 SF � J � �� TOTAL 2453 SF 1627 SF �/4D 8�N� ' '4 2011 � �� . � ��. ; �°� - - _ � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED � � � � BUFFER DRAWING �, , �, N Z � N 1 W � � � � i � � � 3 � L O / � � � C N � � 0 L > C W i � � � � W � i � � � �� o� N� \ � �CAR T JONES AND -o rr�nG?C�,!✓t 11�! I�1��I�C � �� G n �� \ � � DETAIL H LATERAL 6' BASE GRASS SWALE ( Not to Scale) Natural � �-- I Ground 3•� p 3'.� 7"/5ft. Fill Slope � o � Min. D=0.5 Ft. I�•� B = 6 Ft. b = 5 Ft. DDE = 7 CY FROM STA. 50 + 50 TO STA. 53 + 68 RT DETAIL A SPECIAL CUT DITCH ( Not to Scale) Front Ditch Natural � p,'1 Slope Ground 3•) D Min. D=1 Ft. FROM —L— STA. 53 + 13 TO STA. 53 + 38 LT � � MARY P PITTMAN SHEET 10 OF 11 "' T�E�P�o �' ��., ' 1�� 9 �., r n,'r, G'q RANDY J REID AND WIFE TANMMY C REID I ' i � � � 0 CONC. SIDEWALK & ISLAND NOTE: ALL EXISTING CROSS PIPES & DRIVE PIPES ALONG —L— (SPRINGFIELD RD.) TO BE REMOVED UNLESS OTHERWISE NOTED. NOTES: SEE SHEET 11 FOR —L— PROFILE. i �_ i � \��L _ I I I ; � �'"�� PROJECT REFERENCE NO. SHEET NO. � � � � �� /� , / 1_ CALYX�� U —4762 7 � � � m ( � ENGINEERS CONSULTANTS � ! B U F F E R I M P A C T S �` �k�k� ALLOWABLE IMPACTS ZONE 1 FormedyMvlkeyEngineers&Consvliants Rr�N SHEET NO. � 9j � l� 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS ; m m CARY, NC 27518 ENGINEER ENGINEER � �� \\\\\\ phone:919.851.1912 � � � � � � � ALLOWABLE IMPACTS ZONE 2 CALYXengineers.com � �`' � BUFFER BUFFER �\ � � � � � NC License # F-1333 � �s\ ZONE #1 ZONE #2 � m U IMPACTS IMPACTS i �6 �, ei9 �6 ; SITE 2 2453 SF 1627 SF � 0 3 / I � �m 2� TOTAL 2453 SF 1627 SF �/4D 8� A �0�� , ; e� N,�•, � , � � ; �m , _ — — .. _ . , � m � °� � � / `«� � DOCUMENT NOT CONSIDERED FINAL � e6 UNLESS ALL SIGNATURES COMPLETED ' / � � �, � �Av1� _ � �� ° � � i'� i BUFFER DRAWING N � N > w � OSCAR T JONES AND WIFE GEORGIA W JONES / — — -. �� " ��_ �� 40 39 A��: - K�� ;��... ,�E�; � N �WIFE � MARY W. DAW I ° \ I (LIFE �STATE) � �� , �� '\ �-�� V� � � L1 EI 1 RETAIN �II � �� Ns° - ` {-� RETAIN �' I I 1 � �' O I D;% 6 ' ��`=�-��RETAIN u ; �JAREY`10E �MIL�WO ET A O � � �� , <� � ',, � i � ; Q `, , � O IS z _ � � � -- -- v � � �� X \ I '+ � 1 � � �� GP � ISBKD `tZ ; 15„ � --- ', , _BL- 7 � 1�„ � RCP�V , R�P-IV ' �° m ; � ,. � � � � , �h coNc 4 z � 1 , , � • ' � ="WOODS � � �� / � � �s RCP-IV PUE PUE / PUE UE ,, � F ''%, � '� R ------- � i � ` ------------ -------------- - -------- ------ - ------�'_ /" �-_� _— - - ------- -Mf ----- _. I — - -- - -- � _ _�i� - � �� CB 18" RCP-IV TBJB TBJB CB � 30 R - 24" R - V �y CB CB Cg CB � ;.,_; _ 30° RCP-IV 30" RCP-IV � -------CB � 30 .RCP-IV R „ � F 15" RCP-IV ----- __ - -'� ''' , ------- F � j� E DEDI DI 15P� �V � C C E F �� C � � PUE PDE E F C'' E AO \`� � �5" F � 30" RCP-IV \� ` - \ RC P-IV T 3„� RC P-IV '� , �-L C —� �� ;� � ; � ,r I I I o � ; , ��— f � PDE , �, I I �I 1 V ;i ,�� ' { O �, C� 38 ;� ; �p I� � ; � � � coNc � ► �� N 82° 27' 27.3" E , � ' , , �� ~ � �__y I I � , �—..._...._ __. '�' .. . O I� � - � f . a. u�� m � � �,, y � 24" RCP-IV � i . < I J III I � ;�-li; � fl ECL � SHEET 11 OF 11 s 16 / L. I EIP �� EIP _ � � — I . a ��I LMN GROUP � c � 46 47 48 49 � II � . / 45 5.,.. . �_.5 . i i i-�, ('� . �� a WIFE ADL�IE R �� RK.:.. �. _ VEL�. + �r'� � T VIOLA ✓M D 44 ' — " L�� J �. � _ I �` " W D � \ I� � � � � �, � , � ' 1 WD o� �� DK �; OO ; , DK � S" H � ', W � 48" CHL �� ISBK T� X ' I ' O SPECIAL ISBKD �, ' C N � ISBKD ISBK ISBKD \ O CUT DITCH � , , . , • . SEE DETAIL A � � � ,. , �. , ,� _� � ; � ,��7 � ' 36" CONC I � � I � � � 15" ." I � ,., >-- �. _ —_,, I , i _'''�-, � � , - V . �. ! ; 36° C�N,� � Q� 24" RCP-IV - � RCP-IV 15" . � � � , 15" ^' 18" RCP-N U CP-IV RCP-IV � E U � � �� — DUE � R E U � F R p 15' RCP-IV � E ----------F-- � -------- - , --- -- - - C�I -- -------- ----- rw - -- _-- — -- --- - - -- - -- - _ �i J 1�3" RCP-IV CB CB 18„ CB 18" RCP-IV CB o � �� Cg 18� ' ��CB „ -I � CB CB �GF-1VCg 18" RCP-IV Cg I ��. �i��-�� $�j��`xXX �i1$� RGP-IV D r!, --F --- - �V /� ---- - ------� i'� � � � � \ � � � %�/�/ ---F -�*�- --- F F E D E F �� PD D 1' �' � TT� � �{r_ . 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FTiS \ i � �., 1_ W � o � � ' � � � 4 � ` --�K�r ��II � U J ; � ; � ; 5 � � � 9 � _, ,, . --- m m ' 5 3 ;5- �R ��,; � _ � � ,� , I f �0 _ _ .�., P m � �� ' � _ _.---_ !- _, CONC v RETAIN � ' = P BETTY R� SON K� trc � ,= �� _._._._ -- , � '" F Y� � �� G Y-Y A � 1� _ Zb e ' � • i i I � �� `9�� i I ; � 9m ,.,. ,� T FASEGHA ' � 6 _. �-�E�RS ' �i � x� l � * JOSEP INE JENKI � � Eb a� ' ^ -BL- STA 53g8 #4 79 88,46' RT � BR RS � _ I 55 I G ; � -L- STA 52+79024, 72,4 ' RT ; � � ELEVa=75a90'�� ` � �� 'i�i�i� ' °� � RR SPIKE IN B� E ,/\ S I , � \Q c N i I _ � �� ,i �� ' �� p � �� IP �� i � � i O 92 �v II � I'�-+�. � z �� S I T E 2 ' ;',� 9��q n � � 6 i N S 76 i � 2C iP i � a� ^ � � p �S . � � � �e MARY P PI N RAAND WIFEEID � i ' a ' � � � ,s TANMMY C REID � ' � � �� 3 es i � � � B5 � i � �Bg I / � i i � _ ___ ' � ^ 7g 75 i 0 ___ _ ....�� C '�% � ' 0' � / EIP � °' n/ DETAIL H � � � LATERAL 6' BASE GRASS SWALE � � � ; � �,e � ( Not to Scale) � � � > � �� w � <e Natural ; i 6 Ground 3•� p 3'.� 1"t/5ft. Fill i � Slope ; I- 8�-- � o � Min. D=0.5 Ft. � � � ,-� I�.a B= 6 Ft. � � � b = 5 Ft. �, s I 1 � 0 CONC. SIDEWALK & ISLAND /.; � �, NOTE: ALL EXISTING CROSS PIPES & DRIVE PIPES ALONG -L- i � 6 Q `, DDE = 7 CY FROM -L- STA. 53 + 13 TO STA. 53 + 38 LT i � i e � FROM STA. 50+50 TO STA. 53+68 RT i "� � (SPRINGFIELD RD.) TO BE REMOVED UNLESS OTHERWISE NOTED. � �n �m � , I , � I � /, � � / , � � � � �� NOTES: ' `�� Q � et SEE SHEET 11 FOR —L— PROFILE. ' �� \ ; �_ � U � —� � �� . . ., • ' . � • -. • _: � � �� a�� a�� .,:. �� • � �� Rev May 2006