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Home My WebLink About20211043 Ver 1_EPCN attachments_20210624 Date: October 21, 2020 Meeting Minutes: October 21, 2020 Location: Zoom Meeting Time: 1:00 PM Attendees: Paul Atkinson – NCDOT Hydraulics Chris Rivenbark – NCDOT EAU Mike Sanderson – NCDOT EPU Terry Farr – NCDOT PMU Mary Mays Yahl – RK&K Trent Cormier– RK&K Kevin Alford -Wetherill Jerry Lindsay -Wetherill Robert Patterson – NCDWR Matthew Harvey – Wetherill Harminder Singh – Wetherill William Akabi-Davis– NCDOT Roadway Design Benjamin Williamson - NCDOT PMU Brian Robinson – NCDOT Roadway Design Gordon Cashin NCDOT - EPU Travis Wilson – NC Wildlife Commission Elmo Vance – NCDOT PMU Mark Staley – NCDOT Roadside Env. Pam Williams – NCDOT PMU Ray Lovinggood – NCDOT Hydraulics Reuben Blakley – NCDOT Division 8 Rex Badgett – NCDOT Division 8 Rob Ridings - DWR The 30% Hydraulic Review was held in order to reach agreement on concurrence point 4B for the R-5709 project in Moore and Hoke Counties. The following items were discussed and conclusions reached: Trent Cormier introduced the design team for the project. The project is broken up in to two design segments. The project is approximately 15.65 miles from US 15-501 in Aberdeen to SR 1244(West Palmer Street)/SR 1311(Mockingbird Hill Road) in Raeford. Kevin Alford began the discussion on the plan sheets. Plan sheet 4 · Stream SA: Impacts due to proposed roadway fill. Outlet protection will be on banks only. We do not anticipate excessive storm outlet velocities. Plan sheet 5 · Stream SD: Impacts due to proposed roadway fill. Outlet protection will be on banks only. We do not anticipate excessive storm outlet velocities. · Stream SC: Retain existing pipes in place and no need for pipe extensions. There are potential impacts where ditch ties to the stream. Outlet protection will be on banks only. We do not anticipate excessive storm outlet velocities. Plan sheet 6 · Stream SC: Impacts due to proposed roadway fill. Outlet protection will be on banks only. We do not anticipate excessive storm outlet velocities. Plan sheets 7-12 · No Impacts Plan sheet 13 · No Impacts on this sheet. The pipe at approximately -L- Station 128+00 +/- is showing up on the 4B plans as a 1@66” RCP, but this has been revised since the 4B plans were created. The current proposed crossing is 2@48” RCP. Also, R-5709 Final 4B Interagency Concurrence Point Meeting Minutes the ditch coming into the inlet on the left side of -L- does not have rip rap on the 4B plan set but has been updated to have rip rap on the current proposed plans. Plan sheet 14 · No Impacts Plan sheet 15 · Wetland WJ: Impacts due to roadway fill and outlet stabilization. Plan sheet 15-16 · Wetland WJ impacts are due to roadway fill and outlet stabilization. · Wetland WI and Stream SE: Stream SE impacts are due to roadway fill. Stream SE is just on the downstream of the existing crossing. Wetland WI impacts are due to roadway fill and outlet stabilization. It was planned to drain the pond upstream and maintain the wetlands by retaining a portion of the existing outlet control structure. There was concern that this property was owned by the “Nature Conservancy” and it was stated that no coordination had been done with the “Nature Conservancy” at this stage of project. Plan sheet 17 · No Impacts Plan sheet 18 · Wetland WM: Impacts due to outlet stabilization at the end of a roadway ditch. Plan sheet 18-19 · Wetland WL, Wetland WM, Wetland WN, Pond PA and Stream SF: Pond PA and Wetland WN will be impacted due to the removal of the pond dam at Pond PA. Stream SF and Wetland WM will be impacted due to roadway fill. Wetland WL will be impacted due to roadway fill and outlet stabilization. Plan sheets 20-23 · No Impacts Plan sheet 24 · Stream SJ: Impacts due to roadway fill and outlet stabilization. A dissipator pad was used at the outlet of the proposed pipes due excessive storm outlet velocities. Chris Rivenbark is verifying that the stream SJ is a JS. · Wetland WW will not be impacted. Plan sheets 25-31, 66-69, 73 · No Impacts From this point forward, Trent Cormier led the discussion on each plan sheet. Plan sheet 31-34 · No Impacts Plan sheet 35 · Stream SG: This channel is jurisdictional only on the outlet end of the existing pipe. Impacts due to proposed roadway fill. Outlet protection will be on banks only. We do not anticipate excessive storm outlet velocities. Plan sheet 36-43 · No Impacts Plan sheet 44 · Wetland WO: No Impacts or adverse effects. Plan sheet 45 · Wetland WP: Impacts due to proposed roadway fill, toe protection and pipe outlet stabilization. Plan sheet 45-46 · Wetland WQ: Impacts due to proposed roadway fill, toe protection and pipe outlet stabilization. · Stream SH: Impacts due to proposed roadway fill and upstream pipe outlet. Outlet protection is on banks only. We do not anticipate excessive storm outlet velocities. There was discussion on whether to bury the pipe that crosses the match line. Based on our discussions we will bury the 42” pipe along stream SH and upsize to a 48” · The stream SH and wetlands WQ and WP are all combined downstream outside of the project area. Plan sheet 47-52 · No impacts. Plan sheet 53 · Wetland WR: Impacts due to roadway fill. · Gordon mentioned this site as a possible location where the wetlands may no longer be jurisdictional to USACE due to new rules. Will wait for further clarification on new rules. Plan sheet 54 · Pond PE: Impacts due to ditch connection to the pond. Minimal open water impacts anticipated. Plan sheet 55-61 · No impacts. Plan sheet 62 · Wetland WI: No Impacts, Outside of project area. Plan sheet 63 · Wetland WT: Impacts due to proposed roadway fill and headwall construction · Stream SM: Impacts due to proposed roadway fill and tail ditch. The existing system is flat and poorly graded, so the tail ditch was required to maintain positive flow. Plan sheet 64,65,70,71 · No impacts. Plan sheet 72 · Wetland WY: No Impacts, Outside of project area. After completing the review of the plans, Mr. Cormier asked if there were any additional comments and there were none. The meeting adjourned. T.I.P. Project R-5709 NC 211 Project Moore/Hoke Counties, North Carolina Date: 6/15/2021 Meeting Date: May 12, 2021 Location: Virtual conference held via GoTo Meeting: https://global.gotomeeting.com/join/202085069 Time: 1:00 PM Attendees: James Lastinger – USACE Amy Chapman – NCDWR Robert Patterson – NCDWR Seth Wilcher – FHWA Paul Atkinson – NCDOT Hydraulics Ray Lovinggood – NCDOT Hydraulics Chris Rivenbark – NCDOT ECAP Matt Wilkerson – NDOT EAU Wes Cartner – NCDOT EAU Jeff Walston – NCDOT REU Jennifer Parrish – NCDOT REU David Clodgo– NCDOT Roadway Piotr Stojda – NCDOT Roadway Tucker Martin – NCDOT Utilities Jon Gaillard – NCDOT Utilities Dayton Martin – NCDOT Utilities Ali Koucheki – NCDOT Utilities Hoang Dieu – NCDOT SMU David Stutts – NCDOT SMU Rex Badgett – NCDOT Division 8 Art King - DEO Kevin Alford – Wetherill Elmo Vance – NCDOT PMU Mike Sanderson – NCDOT EPU Pam Williams – NCDOT PMU Colin Mellor – NCDOT EPU Pete Stafford – RK&K Trent Cormier – RK&K Rob Ridings – NCDWR Gary Jordan – USFWS Gordon Cashin – NCDOT ECAP Hannah Headrick – NCDOT EPU Amanetta Somerville - USEPA Monte Matthews – USACE Travis Wilson – NCWRC Reuben Blakley – NCDOT Division 8 Terry Farr – NCDOT PMU Brian Robinson – NCDOT Roadway An interagency concurrence point meeting was held to reach agreement on concurrence point 4C for the R-5709 NC-211 project in Moore/Hoke Counties. The following items were discussed, and conclusions reached. The group then began reviewing the permit drawings, led by Kevin Alford and Trent Cormier. • Site 13: Pond PA. Impacts due to the pond being drained by the contractor. o Discussed whether the wetlands around the pond being are impacted due to it being drained. After discussion, it was determined that the wetlands would not be impacted since the existing hydrology is being maintained. Rob Ridings noted that this pipe does not require burial if the pond is being drained and that leaving it buried in anticipation of a new channel forming within the pond is acceptable. • Site 18: Stream SH, Wetland WQ. Impacts due to roadway fill, 42” RCP at outlet. o Need to Add 20% Bury Depth Note to plans. Note will read “Buried 0.7’” • Site 19: Wetland WR. Impacts due to roadway fill. This is a proposed total take. o Remove “Fill” hatch from the wetland area outside of the roadway fill slope. Add a Note on the Impact Summary that denoting the area outside the fill slope will be considered as impacted. We completed a sheet-by-sheet review of the drawings with the site-specific comments above noted during the meeting. As part of general discussion, Chris Rivenbark noted that the some of the wetland clearing method will be changing from mechanical to hand clearing. Additionally, the permitting agencies agreed that this permit could likely be filed as a general permit (GP) and not an Individual Permit (IP). R-5709 Final 4C Interagency Concurrence Point Meeting Minutes June 22, 2021 Mr. Philip S. Harris, III, P.E. Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: TIP Number R-5709, NC 211 Widening from US 15 / 501 in Aberdeen to East of SR 1244 (West Palmer Street) / SR 1311 (Mockingbird Hill Road) in Raeford, Hoke County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the stream and wetland mitigation for the subject project. Based on the information supplied by you on June 22, 2021, the impacts are located in CU 03040203 of the Lumber River basin in the Southern Inner Coastal Plain (SICP) Eco- Region, and are as follows: Stream & Wetlands River Basin CU Location Eco- Region Stream Wetlands Cold Cool Warm Riparian Non- Riparian Coastal Marsh Impacts Lumber 03040203 SICP 0 0 1,443.000 1.300 1.000 0 *Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. DMS commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, James B. Stanfill DMS Asset Management Supervisor Cc: Mr. Monte Matthews, USACE – Raleigh Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources – Raleigh File: R-5709 United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh ES Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 February 18, 2020 Philip S. Harris III, P.E. NC Department of Transportation Environmental Analysis Unit 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: This letter is in response to your letter of February 13, 2020 and attached Biological Assessment (dated February 3, 2020) which provided the U.S. Fish and Wildlife Service (Service) with the biological conclusion of the North Carolina Department of Transportation that the proposed improvements to NC 211 from US 15-501 in Aberdeen to east of SR 1244/SR 1311 in Raeford, Hoke and Moore Counties (STIP No. R-5709) may affect, but are not likely to adversely affect the federally endangered red -cockaded woodpecker (RCW, Picoides borealis). The following response is provided in accordance with Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543). No RCW cavity trees will be taken and the project does not come within 200 feet of any known RCW cavity trees. The project will remove approximately 17.92 acres of RCW foraging habitat and result in 18.90 acres of noncontiguous habitat collectively from within three affected RCW partitions. However, each partition will still meet the Standard for Managed Stability guidelines post -project when both suitable and potentially suitable habitat are considered. Therefore, the Service concurs with your conclusion that the action may affect, but is not likely to adversely affect the red -cockaded woodpecker. We believe that the requirements of Section 7(a)(2) of the ESA have been satisfied. We remind you that obligations under Section 7 consultation must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered in this review; (2) this action is subsequently modified in a manner that was not considered in this review; or (3) a new species is listed or critical habitat determined that may be affected by this identified action. The Service appreciates the opportunity to review this project. If you have any questions regarding our response, please contact Mr. Gary Jordan at (919) 856-4520 (Ext. 32). Sincerely, Jj f jLdt. Pete Benjamin Field Supervisor Electronic copy: Andy Williams, USACE, Wake Forest, NC Travis Wilson, NCWRC, Creedmoor, NC Chris Rivenbark, NCDOT, Raleigh, NC (Version 2.08; Released April 2018)50205.1.1TIP No.:R-5709County(ies):Hoke Moore Page 1of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2022 / 2040Existing:Year:Aquatic T&E Species?NoComments:NoN/AN/AN/ADeck 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 General Project Narrative)(If yes, provide justification in the General Project Narrative)ac.The existing typical cross-section is 24-feet wide with two 12-foot travel lanes and varying 8 to 10-foot unpaved shoulders.16,100 / 22,300tcormier@rkk.comProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:SA, SB, SDNone10,000A typical cross-section - 178 foot-wide will be used; which will include four 12-foot travel lanes with varying grass medians (23 foot, 30 foot, or 46 foot). It also contains varying exterior shoulder sections where 10-feet is paved, curb and gutter, and open shoulder section.Waterbody Information2001NCDWR Stream Index No.:50205.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)R-5709 is a roadway widening project of NC 211 from the existing two lanes to the proposed four lanes in Hoke and Moore Counties. The expansion is 15.648 miles long and begins from US 15-501 in Aberdeen to east of SR 1244 (West Palmer Street) – SR 1311 (Mockingbird Hill Road) in Raeford. Wetlands, perennial streams, and intermittent streams are found within the limits of the project area. The jurisdictional streams within the study area have no impairments and do not provide habitat for any threatened or endangered aquatic species.Design Mitigations for wetlands and streams include:1. Steepening of roadway fill slopes within jurisdictional areas.2. Stormwater was designed to avoid direct discharge into jurisdictional features to the maximum extent practicable.3. Stormwater design velocities entering jurisdictional features have been mitigated to be non-erosive (less than 2 fps).4. Open shoulder sections were maximized to promote sheet flow from the roadway.5. Diffuse flow provided at outlets that do not have a well defined outfall.8601 Six Forks Road Forum 1, Suite 700North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1202 Birch Ridge DriveAddress:General Project InformationR-5709WBS Element:Roadway WideningWBS Element:Trent CormierNCDOT Contact:(919)707-6707Raleigh, NC 27615Contractor / Designer:(919)878-9560patkinson@ncdot.govAddress:MooreNo6/18/2021HokeAberdeen, RaefordPaul Atkinson, PERaleigh, NC 27610River Basin(s): City/Town:222.7Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoFarmland, Woods, ResidentialUT to Devil Gut Branch14-2-11-763.315.648 MI.Project DescriptionProposed ProjectLumberNoneSupplemental Classification: NoneWetlands within Project Limits?Submitted 6/24/2021 (Version 2.08; Released April 2018)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:50205.1.1TIP No.:R-5709County(ies):Hoke Moore Page 2 of 3Aquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AN/A(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)NRTR Stream ID:Surface Water Body (4): Class CImpairments:SEBuffer Rules in Effect:N/AWBS Element:Surface Water Body (2): Buffer Rules in Effect:N/AAdditional Waterbody InformationDevil Gut BranchNCDWR Stream Index No.:Quewhiffle CreekNCDWR Stream Index No.:14-2-1414-2-11-7NoneNRTR Stream ID:Class CPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: Other Stream Classification: Impairments:NoneNoneProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/ASupplemental Classification: Supplemental Classification: Other Stream Classification: SCNoneNRTR Stream ID:Impairments:NoneSGBuffer Rules in Effect:Other Stream Classification: NoneSF, SJBuffer Rules in Effect:N/ANCDWR Surface Water Classification for Water BodyPrimary Classification: Class C(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Surface Water Body (5): UT to Mountain CreekNCDWR Stream Index No.:14-2-16-(2)(If yes, provide justification in the General Project Narrative)NCDWR Stream Index No.:Primary Classification: Other Stream Classification: NoneSupplemental Classification: Class C14-2-14NonePrimary Classification: NRTR Stream ID:Impairments:NoneNoneSurface Water Body (3): NoneProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/AUT to Quewhiffle CreekNCDWR Surface Water Classification for Water Body(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Deck Drains Discharge Over Water Body?NCDWR Surface Water Classification for Water Body(If yes, provide justification in the General Project Narrative)Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?None(If yes, provide justification in the General Project Narrative)(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?Submitted 6/24/2021 (Version 2.08; Released April 2018)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:50205.1.1TIP No.:R-5709County(ies):Hoke Moore Page 3 of 3Aquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/ASI, SMBuffer Rules in Effect:N/ASK, SLBuffer Rules in Effect:N/ASHBuffer Rules in Effect:N/ANCDWR Surface Water Classification for Water BodyNoneDeck 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 General Project Narrative)(If yes, provide justification in the General Project Narrative)NRTR Stream ID:Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/AImpairments:NCDWR Surface Water Classification for Water BodyPrimary Classification: Class BOther Stream Classification: NoneSupplemental Classification: NoneDeck 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 General Project Narrative)(If yes, provide justification in the General Project Narrative)Surface Water Body (8): UT to Rockfish CreekNCDWR Stream Index No.:18-31-(12)NRTR Stream ID:Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/AImpairments:NoneOther Stream Classification: NoneNCDWR Surface Water Classification for Water BodyPrimary Classification: Class CSupplemental Classification: Swamp Waters (Sw) 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 General Project Narrative)(If yes, provide justification in the General Project Narrative)Surface Water Body (7): UT to Toneys CreekNCDWR Stream Index No.:14-10-1.2Dissipator Pads Provided in Buffer?N/AImpairments:NoneOther Stream Classification: NoneNRTR Stream ID:Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Supplemental Classification: NonePrimary Classification: Class CAdditional Waterbody InformationSurface Water Body (6): UT to Buffalo CreekNCDWR Stream Index No.:14-2.5WBS Element:Submitted 6/24/2021 VICINITY MAP (NTS) Springs Buffalo Heights Ashley Pine Hill Montrose Timberland Ashmont Raeford Points Five Aberdeen Pinebluff McFarland Airport Viking Springs Buffalo Heights Ashley Pine Hill Montrose Timberland Ashmont Raeford Points Five Aberdeen Pinebluff McFarland Airport Viking Fulton St Saun d ers St M cMillian St E Pros pect AveTeal DrN Dickso n St 3 5 MILITARY RESERVATION FORT BRAGG 1 MOORE COUNTYHOKE COUNTYPROP. SBG +05.60+16.15 R29 IN Ho rse CreekDeepSandy RunCreek Drowning Cree k James AberdeenCreek Creek MillMcDeeds AberdeenCreekJuniper Creek Forked Creek Main St.Blue St.Bethesda Ave.N.PinehurstSt.BethesdaAve.INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION ENGLISH SHEET 1 OF 60 PERMIT DRAWING PERMIT DRAWINGS WETLAND AND SURFACE WATER IMPACTS NAD 83F 25 50 10050 25 50 10050 D T = = = = = ADT ADT * TTST = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R5709_Hyd_tsh.dgnFkeysCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NA10 5 10 20 PE FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PLANS PREPARED BY: R-5709 R-5709LOCATION: 9% 60% 21% * AT COUNTY LINE **DESIGN SPEED CHANGES = 34 35 36 37 70 38 39 40 41 42 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 64 65 72 71 (SR 1318) OLD NC 211 McCAIN -Y11- (SR 1318) OLD NC 211 McCAIN -Y12- 1 501 15 211 20 401 211 501 15 PROJECT BEGIN PROJECT END 211 401 BYP 501 15 5 1 LETTING DATE: PROJECT ENGINEER PROJECT DESIGN ENGINEER Brandon McInnis, PE Mary Mays Yahl, PE 1-888-521-4455 OR 919-878-9560 NC LICENSE NO. F-0112 RALEIGH, NORTH CAROLINA 27615-3960 8601 Six Forks Road, Forum 1 Suite 700 HOK E COUN TY MOORE COUN TY SCOTLA N D COU NTY HOKE COUNTY 16% DUAL 5% **V 50 MPH/ 60 MPH 2018 STANDARD SPECIFICATIONS (WEST PALMER ST) / SR 1311 (MOCKINGBIRD HILL RD) IN RAEFORD NC 211 FROM US 15/ US 501 IN ABERDEEN TO SR 1244 NC 211 RAEFORD RD HOKE COUNTYMOORE COUNTYTO WN LI MITS ABERDEEN 6 7 9 15 16 17 19 20 21 67 68 23 25 NC 211 RAEFORD RD HOKE COUNTYMOORE COUNTYTO WN LI MITS ABERDEEN 4 5 6 7 8 9 10 15 16 17 18 19 20 21 67 68 22 23 24 25 69 15 16 13 14 15 16 252525 26 27 28 66 31 33 11 12 -L- POT Sta. 10+32.11 BEGIN TIP PROJECT R-5709 SCOTLAND COUNTY RICHMOND COUNTY US 15/501 MOFIELD WAY -Y1- (SR 2064) E SOUTH ST -Y4- (SR 2125) E MAIN ST -Y5C- (SR 2073) E OAK ST -Y5B- 73 31 3029 28 27 26 25 -L- PT Sta. 835+30.00 END TIP PROJECT R-5709 -L- POT STA. 361+50.00 AH -L- POT STA. 362+18.44 BK=NEEDREBA OTSee Sheet 1-B For Conventional Symbols See Sheet 1-A For Index of Sheets RICHMOND COUNTY MOORE COUNTY TOTAL LENGTH OF PROJECT R-5709................... 15.638 miles LENGTH STRUCTURE TIP PROJECT R-5709........... 0.031 miles LENGTH ROADWAY TIP PROJECT R-5709............ 15.607 miles APRIL 23, 2021 MARCH 19, 2024 TO RAEFORD / HOKE COUNTIESMOORE PROPOSED SIGNAL 5A 18A MINOR ARTERIAL FUNC CLASS = 2024 2044 16,400 23,400 (SR 2077) CAROLINA RD -Y8- (SR 2072) BETHUNE AVE -Y4A- GLASGOW ST -Y2- US 15/501 MOFIELD WAY -Y1- (SR 2134) KEYSER ST -Y3- (SR 2064) E SOUTH ST -Y4-(SR 2125) BETHUNE AVE -Y4B- (SR 2125) E MAIN ST -Y5C- -Y5D- -SR2- (SR 2075) E INDIANA AVE -Y7- -Y9E- (SR 1228) RESERVATION RD -Y9D- (SR 2063) PEE DEE RD -Y6A- CENTRAL ST ABERDEEN RD -Y9B- (SR 1228) RESERVATION ROAD -Y9A- ABERDEEN RD -Y9F- -Y27- (SR 1225) ASHMONT RD -Y10- (SR 1225) ASHMONT RD -Y10- BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. 3. THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS ESTABLISHED BY METHOD II & III AS DESCRIBED IN THE GENERAL NOTES. 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS THE TOWN OF ABERDEEN & THE CITY OF RAEFORD. 1. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF NOTE:-L- N C 211-L- N C 211-L- NC 211 -L- NC 211 -L- NC 211 NCDOT CONTACT PROJECT MANAGER Elmo E. Vance, Jr. 50205.1.1 50205.2.1 50205.2.2 UTILITIES ROW GRADING, DRAINAGE, PAVING, STRUCTURES AND SIGNALS 50205.3.1 CONSTRUCTION ROW PLANS REGIONAL TIER SITE 16 SITE 17 SITE 18 SITE 19 SITE 21 SITE 22 SITE 1, 2 SITE 3, 4 SITE 5, 6 SITE 7 SITE 8 SITE 15 SITE 12, 14 SITE 13 SITE 20 SITE 9, 10, 11 SITE 22A SITE 6A Submitted 6/24/2021 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL SHEET 2 OF 60 PERMIT DRAWING ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_HYD_Ditch Detail.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists R-5709 2D-1 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ( Not to Scale) SPECIAL LATERAL ’V’ DITCH or flatt er3:1D Min. D= 1.0 Ft. DETAIL E Ground Natural or flatter4:1 Slope Fill3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 3:1 -Y14- FROM STA. 11+00 TO STA. 13+00 LT DETAIL D B= 10 Ft. Min. D= 1.0 Ft. Ground Natural Slope Ditch Front 4:1D B ( Not to Scale) SPECIAL CUT BASE DITCH or flatter4:1 -L- FROM STA. 718+50 TO STA. 719+00 LT -L- FROM STA. 596+00 TO STA. 607+00 RT DETAIL J B= 4 Ft. Min. D= 1.0 Ft. Ground Natural Slope Ditch Front LATERAL ’V’ DITCH ( Not to Scale) 3: 1 3:1 D b d 1"/Ft. -L- FROM STA. 731+50 TO STA. 733+27 RT -L- FROM STA. 498+00 TO STA. 499+37 RT -L- FROM STA. 407+50 TO STA 415+64 LT -L- FROM STA. 393+00 TO STA. 393+50 LT Slope Fill Type of Liner= CL B Rip-Rap b=5 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. DETAIL O Ground Natural Geotextile ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D d 4:1-Y12- FROM STA. 11+07 TO STA. 12+00 RT -L- FROM STA. 542+00 TO STA. 543+00 RT DETAIL P Max. d= 0.5 Ft. Min. D= 1.1 Ft. Type of Liner= Class B Rip-Rap Slope Fill or Flatter 3:1 Ground Natural Geotextile 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 3:1 -Y24- FROM STA. 12+50 TO STA. 14+75 LT -L- FROM STA. 592+00 TO STA 593+50 LT -L- FROM STA. 445+50 TO STA. 447+00 LT DETAIL M B= 4 Ft. Min. D= 1.0 Ft. Ground Natural Slope Ditch Front 4:1D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH -L- FROM STA. 505+50 TO STA. 506+00 RT -L- FROM STA. 391+00 TO STA. 393+00 RT DETAIL N B= 4 Ft. Min. D= 0.65 Ft. Ground Natural Slope Fill B 4:14:1D ( Not to Scale) TAIL BASE DITCH Beg El.=280.58; End El.=280.58; DDE=120 CY -L- STA. 812+30 RT; S=0.00%; L=68’; Beg El.=299.80; End El.=296.50; DDE=35 CY -L- STA. 774+00 LT; S=5.24%; L=63’; Beg. El.=296.19; End El.=295.89; DDE=16 CY -L- STA. 773+35 LT (LT OF RR); S=1.08%; L=28’; Beg El.=297.00; End El.=296.50; DDE=22 CY -L- STA. 773+35 LT (RT OF RR); S=1.25%; L=40’; Beg El.=358.94; End El.=358.68; DDE=33 CY -L- STA. 665+15 RT; S=0.04%; L=60’; DETAIL L B= 4 Ft. Min. D= 1.5 Ft. Ground Natural Ground Natural ( Not to Scale) SPECIAL CUT ’V’ DITCH 3:1D -L- FROM STA. 787+79 TO STA. 800+50 LT -L- FROM STA. 506+00 TO STA. 507+50 RT -L- FROM STA. 496+00 TO STA. 497+50 LT -L- FROM STA. 489+50 TO STA. 498+00 RT -L- FROM STA. 480+50 TO STA. 481+00 RT Min. D=2.0 Ft. DETAIL Q Ground Natural Flatter4:1 or Slope Fill D B ( Not to Scale) SPECIAL LATERAL BASE DITCH DETAIL K Ground Natural Slope Fill or Flatter4:1 3:1B= 4 Ft. Min. D= 1.0 Ft.or Flatt er -L- FROM STA. 810+49 TO STA. 812+30 RT -L- FROM STA. 717+00 TO STA. 718+50 LT -L- FROM STA. 499+34 TO STA. 501+00 LT -L- FROM STA. 445+50 TO STA. 447+00 LT 4:1D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH -L- FROM STA. 772+50 TO STA. 773+48 RT -L- FROM STA. 772+00 TO STA. 774+00 LT -L- FROM STA. 541+00 TO STA. 542+00 RT -L- FROM STA. 471+00 TO STA. 471+50 LT -L- FROM STA. 385+00 TO STA. 386+00 LT DETAIL G Max. d= 1.0 Ft. Min. D= 1.5 Ft. Type of Liner= Class B Rip-Rap Slope Ditch Front Ground Natural Geotextile -Y26- FROM STA. 11+41 TO STA. 12+48 LT -Y9C- FROM STA. 14+50 TO STA. 15+40 RT -Y9B- FROM STA. 14+00 TO STA. 15+30 LT -Y9A- FROM STA. 32+70 TO STA. 34+00 RT -DR4- FROM STA. 11+00 TO STA. 12+50 RT -DR3- FROM STA. 12+50 TO STA. 13+15 LT -L- FROM STA. 832+50 TO STA. 834+00 LT -L- FROM STA. 822+96 TO STA. 823+30 LT -L- FROM STA. 820+50 TO STA. 822+49 RT -L- FROM STA. 767+50 TO STA. 769+50 RT -L- FROM STA. 698+00 TO STA. 700+50 LT -L- FROM STA. 685+50 TO STA. 686+25 RT -L- FROM STA. 573+50 TO STA. 576+83 LT -L- FROM STA. 568+50 TO STA. 569+00 LT -L- FROM STA. 524+50 TO STA. 526+91 RT -L- FROM STA. 507+50 TO STA. 511+50 LT -L- FROM STA. 498+00 TO STA. 499+37 RT -L- FROM STA. 497+50 TO STA. 498+35 LT -L- FROM STA. 480+50 TO STA. 483+00 LT -L- FROM STA. 477+75 TO STA. 479+00 LT -L- FROM STA. 430+50 TO STA. 432+50 LT -L- FROM STA. 426+00 TO STA. 428+50 RT -L- FROM STA. 387+50 TO STA. 389+50 LT -L- FROM STA. 379+50 TO STA. 380+50 RT -L- FROM STA. 368+00 TO STA. 371+00 LT -L- FROM STA. 226+00 TO STA. 230+00 RT -L- FROM STA. 189+00 TO STA. 194+00 LT -L- FROM STA. 179+00 TO STA. 185+00 LT ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D -Y27- FROM STA. 11+12 TO STA. 13+00 RT -Y26A- FROM STA. 14+50 TO STA. 15+50 LT -Y26A- FROM STA. 10+50 TO STA. 12+50 LT -Y26A- FROM STA. 10+50 TO STA. 11+00 RT -Y26- FROM STA. 19+50 TO STA. 25+00 LT -Y26- FROM STA. 15+00 TO STA. 18+50 RT -Y26- FROM STA. 10+45 TO STA. 14+00 RT -Y24- FROM STA. 12+00 TO STA. 13+37 RT -Y23- FROM STA. 10+96 TO STA. 12+00 LT -Y23- FROM STA. 10+85 TO STA. 11+50 RT -Y20- FROM STA. 13+00 TO STA. 15+10 RT -Y20- FROM STA. 13+00 TO STA. 14+90 LT -Y15- FROM STA. 12+50 TO STA. 14+50 RT -Y15- FROM STA. 11+75 TO STA. 14+50 LT -Y14- FROM STA. 10+50 TO STA. 14+50 RT -Y11A- FROM STA. 11+00 TO STA. 11+50 LT -Y11A- FROM STA. 10+25 TO STA. 11+50 LT -Y11- FROM STA. 11+08 TO STA. 11+50 RT -Y9C- FROM STA. 11+00 TO STA. 14+50 LT -SR1- FROM STA. 15+00 TO STA. 17+50 RT -L- FROM STA. 825+00 TO STA. 826+50 RT -L- FROM STA. 716+39 TO STA. 724+00 RT -L- FROM STA. 568+50 TO STA. 569+00 LT -L- FROM STA. 545+48 TO STA. 547+00 RT -L- FROM STA. 505+35 TO STA. 506+00 RT -L- FROM STA. 502+00 TO STA. 503+00 RT -L- FROM STA. 479+00 TO STA. 480+50 RT -L- FROM STA. 467+49 TO STA. 468+04 RT Min. D= 1.0 Ft. DETAIL C Ground Natural or flatter3:1 Slope Fill d 3:1B D ( Not to Scale) Flatter3:1 or SPECIAL CUT BASE DITCH -L- FROM STA. 426+00 LT TO STA. 431+00 LT Slope Fill DETAIL F B= 4 Ft. Max. d= 0.5 Ft. Min. D= 1.0 Ft. Type of Liner= Class B Rip-Rap Ground Natural Geotextile ( Not to Scale) or Flatter 4: 1 or Flatter4:1 -L- FROM STA. 817+00 TO STA. 817+37 Median -L- FROM STA. 810+67 TO STA. 815+00 Median -L- FROM STA. 796+26 TO STA. 803+50 Median -L- FROM STA. 788+50 TO STA. 790+50 Median -L- FROM STA. 780+50 TO STA. 781+50 Median -L- FROM STA. 778+50 TO STA. 779+00 Median -L- FROM STA. 773+41 TO STA. 775+00 Median -L- FROM STA. 763+50 TO STA. 764+50 Median -L- FROM STA. 758+00 TO STA. 760+00 Median -L- FROM STA. 752+00 TO STA. 753+00 Median -L- FROM STA. 724+50 TO STA. 727+00 Median -L- FROM STA. 716+39 TO STA. 717+50 Median -L- FROM STA. 701+00 TO STA. 706+00 Median -L- FROM STA. 696+00 TO STA. 697+50 Median -L- FROM STA. 659+50 TO STA. 665+15 Median -L- FROM STA. 654+00 TO STA. 659+00 Median -L- FROM STA. 640+00 TO STA. 647+75 Median -L- FROM STA. 629+00 TO STA. 633+50 Median -L- FROM STA. 612+00 TO STA. 616+50 Median -L- FROM STA. 594+00 TO STA. 605+56 Median -L- FROM STA. 582+50 TO STA. 587+61 Median -L- FROM STA. 572+00 TO STA. 575+50 Median -L- FROM STA. 562+50 TO STA. 563+50 Median -L- FROM STA. 547+50 TO STA. 549+33 Median -L- FROM STA. 524+50 TO STA. 527+50 Median -L- FROM STA. 513+00 TO STA. 515+00 Median -L- FROM STA. 498+36 TO STA. 499+34 Median -L- FROM STA. 478+00 TO STA. 483+94 Median -L- FROM STA. 473+00 TO STA. 477+00 Median -L- FROM STA. 465+00 TO STA. 466+50 Median -L- FROM STA. 458+00 TO STA. 460+00 Median -L- FROM STA. 437+50 TO STA. 438+28 Median -L- FROM STA. 415+00 TO STA. 416+00 Median -L- FROM STA. 398+52 TO STA. 399+00 Median -L- FROM STA. 397+50 TO STA. 398+52 Median -L- FROM STA. 389+50 TO STA. 390+50 Median -L- FROM STA. 368+04 TO STA. 368+50 Median Point Shoulder Point Shoulder MEDIAN V DITCH DETAIL H 4:1 or Flatter DFlatt er3:1 or ( Not to Scale) SPECIAL CUT DITCH -DR1- FROM STA. 11+00 TO STA. 12+00 RT -DR1- FROM STA. 11+00 TO STA. 12+50 LT -Y26A- FROM STA. 13+00 TO STA. 15+10 RT -Y26- FROM STA. 18+50 TO STA. 23+50 RT -Y26- FROM STA. 14+00 TO STA. 14+50 RT -Y22- FROM STA. 11+00 TO STA. 11+48 LT -Y21- FROM STA. 10+71 TO STA. 12+00 RT -Y21- FROM STA. 10+81 TO STA. 11+50 LT -L- / -Y11A- FROM STA. 376+00 TO STA. 376+39 RT -Y9D- FROM STA. 15+00 TO STA. 15+50 LT -Y9D- FROM STA. 11+80 TO STA. 13+00 LT -Y9A- FROM STA. 26+00 TO STA. 27+00 LT -L- FROM STA. 832+00 TO STA. 834+00 LT -L- FROM STA. 826+50 TO STA. 827+50 RT -L- FROM STA. 822+50 TO STA. 822+64 RT -L- FROM STA. 821+50 TO STA. 822+96 LT -L- FROM STA. 818+50 TO STA. 820+50 RT -L- FROM STA. 815+00 TO STA. 816+50 LT -L- FROM STA. 814+00 TO STA. 815+00 RT -L- FROM STA. 812+30 TO STA. 812+33 RT -L- FROM STA. 809+00 TO STA. 811+00 LT -L- FROM STA. 795+28 TO STA. 795+65 RT -L- FROM STA. 786+50 TO STA. 794+37 RT -L- FROM STA. 786+00 TO STA. 786+97 LT -L- FROM STA. 778+50 TO STA. 779+50 RT -L- FROM STA. 778+50 TO STA. 782+50 LT -L- FROM STA. 773+48 TO STA. 775+50 RT -L- FROM STA. 769+50 TO STA. 772+50 RT -L- FROM STA. 766+50 TO STA. 768+00 LT -L- FROM STA. 756+50 TO STA. 757+00 RT -L- FROM STA. 753+50 TO STA. 755+00 LT -L- FROM STA. 746+50 TO STA. 751+00 LT -L- FROM STA. 745+00 TO STA. 747+00 RT -L- FROM STA. 743+00 TO STA. 745+00 LT -L- FROM STA. 736+00 TO STA. 736+50 RT -L- FROM STA. 733+50 TO STA. 736+00 LT -L- FROM STA. 730+00 TO STA. 731+50 RT -L- FROM STA. 726+50 TO STA. 731+50 LT -L- FROM STA. 725+50 TO STA. 726+50 RT -L- FROM STA. 715+00 TO STA. 715+50 LT -L- FROM STA. 710+00 TO STA. 711+50 RT -L- FROM STA. 708+66 TO STA. 710+03 LT -L- FROM STA. 701+00 TO STA. 707+50 RT -L- FROM STA. 699+00 TO STA. 700+00 RT -L- FROM STA. 692+00 TO STA. 696+00 RT -L- FROM STA. 685+50 TO STA. 690+00 LT -L- FROM STA. 681+00 TO STA. 684+00 RT -L- FROM STA. 676+50 TO STA. 678+50 LT -L- FROM STA. 671+20 TO STA. 676+00 LT -L- FROM STA. 656+00 TO STA. 665+15 RT -L- FROM STA. 642+50 TO STA. 670+50 LT -L- FROM STA. 623+50 TO STA. 643+00 RT -L- FROM STA. 592+50 TO STA. 596+00 RT -L- FROM STA. 578+00 TO STA. 580+29 LT -L- FROM STA. 572+50 TO STA. 573+00 LT -L- FROM STA. 551+50 TO STA. 552+00 LT -L- FROM STA. 544+00 TO STA. 549+50 LT -L- FROM STA. 520+00 TO STA. 532+00 LT -L- FROM STA. 484+00 TO STA. 487+50 LT -L- FROM STA. 472+00 TO STA. 477+75 LT -L- FROM STA. 464+50 TO STA. 465+50 LT -L- FROM STA. 435+44 TO STA. 438+50 LT -L- FROM STA. 428+00 TO STA. 428+50 RT -L- FROM STA. 424+00 TO STA. 424+82 LT -L- FROM STA. 415+64 TO STA. 417+00 LT -L- FROM STA. 398+50 TO STA. 400+50 LT -L- FROM STA. 376+00 TO STA. 376+36 LT -L- FROM STA. 266+00 TO STA. 268+00 LT -L- FROM STA. 238+05 TO STA. 238+50 RT -L- FROM STA. 227+00 TO STA. 227+50 LT -L- FROM STA. 223+00 TO STA. 224+50 LT -L- FROM STA. 194+50 TO STA. 195+00 RT -L- FROM STA. 191+50 TO STA. 192+50 RT -L- FROM STA. 174+00 TO STA. 175+00 LT -L- FROM STA. 165+50 TO STA. 169+50 LT -L- FROM STA. 156+00 TO STA. 157+00 LT -L- FROM STA. 144+50 TO STA. 145+66 LT -L- FROM STA. 134+00 TO STA. 135+75 RT -L- FROM STA. 113+50 TO STA. 116+50 RT -L- FROM STA. 94+50 TO STA. 97+50 RT -L- FROM STA. 81+00 TO STA. 89+50 RT DETAIL A Min. D= 1.0 Ft. Ground Natural Slope Ditch Front LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. -Y22- FROM STA. 11+00 TO STA. 11+50 LT, b=5’ -Y12- FROM STA. 11+00 TO STA. 11+50 RT, b=2’ -Y11E- FROM STA. 11+00 TO STA. 11+50 LT, b=2’ -Y11- FROM STA. 10+64 TO STA. 11+00 , b=2’ -L- FROM STA. 812+30 TO STA. 813+50 RT, b=5’ -L- FROM STA. 806+50 TO STA. 808+00 RT, b=5’ -L- FROM STA. 768+00 TO STA. 772+00 LT, b=4’ -L- FROM STA. 751+00 TO STA. 753+50 LT, b=5’ -L- FROM STA. 750+11 TO STA. 756+50 RT, b=5’ -L- FROM STA. 747+00 TO STA. 748+73 RT, b=5’ -L- FROM STA. 743+50 TO STA. 745+00 RT, b=5’ -L- FROM STA. 736+50 TO STA. 737+93 RT, b=2’ -L- FROM STA. 711+50 TO STA. 716+40 RT, b=5’ -L- FROM STA. 707+50 TO STA. 708+27 RT, b=5’ -L- FROM STA. 499+40 TO STA. 502+00 RT; b=2’ -L- FROM STA. 474+35 TO STA. 477+67 RT, b=5’ -L- FROM STA. 471+50 TO STA. 473+75 RT, b=5’ -L- FROM STA. 465+00 TO STA. 466+69 RT, b=2’ -L- FROM STA. 393+50 TO STA. 396+00 LT, b=2’ -L- FROM STA. 391+00 TO STA. 393+00 RT, b=2’ -L- FROM STA. 367+50 TO STA. 371+50 RT, b=5’ b= SEE BELOW Min. D= 0.90 Ft. DETAIL B Ground Natural Slope Fill Submitted 6/24/2021 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL SHEET 3 OF 60 PERMIT DRAWING ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_HYD_Ditch Detail.dgn8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-5709 ( Not to Scale) 10’ 4:1 4:1 Distance Varies Depending Upon Specified Elevation D DETAIL DA 10’ WIDE BERM lowest control point from Top of Berm to D=Varies; Distance or Proposed Ditch in Natural Ground Lowest Point -L- STA. 708+44 LT; TOP ELEVATION=349.2 -L- STA. 518+75 LT; TOP ELEVATION=447.5 -L- STA. 471+50 LT; TOP ELEVATION=447.0 -L- STA. 407+50 LT; TOP ELEVATION=447.8 -L- STA. 386+00 LT; TOP ELEVATION=447.3 www.rkk.com Engineers | Construction Managers | Planners | Scientists 2D-2 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN d B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH Slope Fill DETAIL R Type of Liner= Class B Rip-Rap Ground Natural Geotextile B= 4 Ft. Max. d= 0.5 Ft. Min. D= 1.0 Ft.3:1or flatter VAR.STAKESLOPE5.0’ D2:1LIMITSCLEARING( Not to Scale) BERM DITCH 5.0’ 10.0’ V.C. -L- FROM STA. 378+50 TO STA. 384+50 LT DETAIL W 4.5 6.5 Min. D= 1.5 Ft. ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D d 3:1-Y13- FROM STA. 15+50 TO STA. 19+00 LT DETAIL Z Max. d= 0.5 Ft. Min. D= 1.0 Ft. Type of Liner= Class B Rip-Rap Slope Fill 6:1 Ground Natural Geotextile ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D -Y13- FROM STA. 11+50 TO STA. 12+00 LT Min. D= 1.4 Ft. DETAIL AA Ground Natural 6:1 Slope Fill d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or -Y14- FROM STA. 11+00 TO STA. 13+00 LT -L- FROM STA. 415+64 TO STA. 417+00 LT DETAIL BA B= 6 Ft. Max. d= 1.0 Ft. Min. D= 1.2 Ft. Type of Liner= CLASS B Rip-Rap Ground Natural Ditch Slope Front Geotextile d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or -Y14- FROM STA. 10+50 TO STA. 11+00 LT DETAIL CA B= 8 Ft. Max. d= 1.0 Ft. Min. D= 2.1 Ft. Type of Liner= CLASS B Rip-Rap Ground Natural Ditch Slope Front Geotextile d 3:1B D ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH -Y14- FROM STA. 13+00 TO STA. 14+50 LT -L- FROM STA. 543+00 TO STA. 545+48 RT -L- FROM STA. 431+00 TO STA. 432+50 LT Slope Fill DETAIL S B= 4 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= Class B Rip-Rap Ground Natural Geotextile -L- FROM STA. 500+50 TO STA. 501+00 LT -L- FROM STA. 418+00 TO STA. 420+50 LT ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 3:1 1"/Ft. -L- FROM STA. 831+00 LT TO STA. 832+00 LT DETAIL T b= 2 Ft. B= 8 Ft. Max. d= 0.5 Ft. Min. D= 1.0 Ft. *When B is < 6.0’ Type of Liner= CLASS B Rip-Rap Ground Natural Slope Fill GEOTEXTILE d 3:1B D ( Not to Scale) 3:1 SPECIAL LATERAL BASE DITCH -Y14- FROM STA. 13+00 TO STA. 14+50 LT -L- FROM STA. 715+50 TO STA. 717+00 LT Slope Fill DETAIL V B= 6 Ft. Max. d= 1.0 Ft. Min. D= 1.2 Ft. Type of Liner= CLASS B Rip-Rap Ground Natural Geotextile ( Not to Scale) LATERAL BASE DITCH D B b d 3:1 1"/Ft. Ground Natural Slope Fill 3: 1 DETAIL HA -L- FROM STA 811+07 TO STA. 812+30 RT -L- FROM STA 612+00 TO STA. 622+00 RT -L- FROM STA. 607+00 TO STA. 610+77 RT b= 5 Ft. B= 4 Ft. Min. D= 1.0 Ft.4:14:1 D ( Not to Scale) STANDARD TAIL ’V’ DITCH S=2.28%; Beg El.=283.0; End El.=278.0; DDE=24 CY -Y26A- FROM STA. 11+00 LT; L=219’ S=3.48%; Beg El.=431.17; End El.=427.0; DDE=18 CY -L- FROM STA. 526+91 TO 527+36 RT; L=120’ S=2.27%; Beg El.=426.4; End El.=429.0; DDE=17 CY -L- FROM STA. 527+84 TO 528+41 RT; L=113’ S=0.95%; Beg El.=436.7; End El.=436.0; DDE=11 CY -L- FROM STA. 479+00 TO 479+18 RT; L=74’ Min. D= 1.0 Ft. DETAIL IA Ground Natural Ground Natural OR FLATTER3:1D OR FLATTER4:1 d ( Not to Scale) SPECIAL CUT DITCH DETAIL FA Max. d= 0.5 Ft. Min. D= 1.0 Ft. Type of Liner= Class B Rip-Rap Slope Ditch Front Ground Natural Geotextile RETAIN REMOVE 8" DIP TO THIS POINT 48" RCP CL III 8" DIP 48" RCP CL III TYPICAL OF DAM BREACH 3:1 3:1 2GI DETAIL X ( Not to Scale) POND OUTLET CONTROL -L- STA. 168+02 LT ( Not to Scale) SPECIAL CUT ’V’ DITCH 3:1D -L- FROM STA. 807+50 TO STA. 809+11 RT -L- FROM STA. 579+50 TO STA. 582+17 RT -L- FROM STA. 262+00 TO STA. 263+00 LT Min. D= 1.0 Ft. DETAIL JA Ground Natural Flatter3:1 or Slope Ditch Front -L- FROM STA. 492+50 TO STA. 499+34 LT -L- FROM STA. 700+50 TO STA. 708+27 LT -L- FROM STA. 458+50 TO STA. 459+50 LT -L- FROM STA. 146+00 TO STA. 146+50 RT3:13:1 D ( Not to Scale) STANDARD TAIL ’V’ DITCH Beg. El.=473+95; End El.=473.74; DDE=4 CY -Y13- STA. 12+00 RT; ; S=0.48%; L=44’; Beg El.=448.2; End El.=444.7; DDE=12 CY -Y9C- STA. 14+50 RT; S=3.5%; L=100’; Beg El.=301.0; End El.=297.0; DDE=7 CY -L- FROM STA. 772+94 TO 773+36 LT; S=6.45%; L=62’; Beg El.=301.7; End El.=296.5; DDE=9 CY -L- FROM STA. 772+50 TO 773+30 LT (RT OF RR); S=6.34%; L=82’; Beg El.=343.60 TO End El.=341.08; DDE=6 CY -L- FROM STA. 686+92 TO STA. 687+42 RT; S=5.00%; L=50’; Beg. El.=362.33; End El.=362.00; DDE=4 CY -L- STA. 656+70 LT; ; S=0.85%; L=39’; Beg. El.=473.74; End El.=473.47; DDE=5 CY -L- STA. 448+96 TO STA. 449+78 LT; S=0.33%; L=82’; Min. D= 1.0 Ft. DETAIL EA Ground Natural Ground Natural -Y26- FROM STA. 13+50 LT TO STA. 14+50 LT -Y12- FROM STA. 11+00 RT TO STA. 11+58 RT -Y11D- FROM STA. 12+53 TO STA. 14+75 LT -Y11B- FROM STA. 10+35 TO STA. 11+40 RT -L- FROM STA. 831+30 TO STA. 832+00 RT -L- FROM STA. 831+30 TO STA. 832+00 LT -L- FROM STA. 614+00 TO STA 616+93 LT -L- FROM STA. 590+00 TO STA. 591+50 LT -L- FROM STA. 585+00 TO STA. 587+60 LT -L- FROM STA. 564+65 TO STA. 568+00 RT -L- FROM STA. 561+50 TO STA. 565+50 LT -L- FROM STA. 557+80 TO STA. 559+75 LT -L- FROM STA. 556+50 TO STA. 560+00 RT -L- FROM STA. 483+00 TO STA. 484+46 RT -L- FROM STA. 438+50 TO STA. 445+00 LT -L- FROM STA. 419+00 TO STA. 421+50 RT -L- FROM STA. 396+00 TO STA. 397+50 LT -L- FROM STA. 337+00 TO STA. 338+50 RT -L- FROM STA. 210+75 TO STA. 212+00 LT -L- FROM STA. 168+20 TO STA. 169+35 RT -L- FROM STA. 165+16 TO STA. 166+00 RT -L- FROM STA. 34+63 TO STA. 35+50 RT -L- FROM STA. 14+22 TO STA. 15+92 RT Fill Slope2:1 or Flatter b= 5 Ft. d= 3 Ft. Type of Liner= Class B Rip-Rap b DETAIL GA Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile Submitted 6/24/2021 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL SHEET 4 OF 60 PERMIT DRAWING ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_HYD_Ditch Detail.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists R-5709 2D-3 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN LATERAL ’V’ DITCH ( Not to Scale) 3: 1 3:1 D b d 1"/Ft. -Y9E- FROM STA. 11+00 TO STA. 12+00 RT Slope Fill Type of Liner= Class B Rip-Rap b=5 Ft. Max. d=1.5 Ft. Min. D=2 Ft. DETAIL PA Ground Natural Geotextile 3:1D B ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH -Y9A- FROM STA. 14+15 TO STA. 21+50 RT DETAIL KB B=3.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Fill3:1D Flatter3:1 or d ( Not to Scale) SPECIAL LATERAL ’V’ DITCH -L- FROM STA. 34+00 TO STA. 34+60 RT DETAIL TA Max. d=0.5 Ft. Min. D=1.0 Ft. Type of Liner= Cl I Rip-Rap Slope Ditch Front Ground Natural Geotextile ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D d 2:1-L- FROM STA. 40+35 TO STA. 44+90 LT DETAIL UA Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner= Cl B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile 2:12:1D ( Not to Scale) d STANDARD ’V’ DITCH -L- FROM STA. 45+50 TO STA. 45+79 LT Type of Liner= Cl I Rip-Rap Max. d=1.0 Ft. Min. D=1.0 Ft. DETAIL BB Ground Natural Ground Natural Geotextile VAR.STAKESLOPE5.0’5.0’ D2:1LIMITSCLEARING( Not to Scale) BERM DITCH 10.0’ V.C. -L- FROM STA. 33+00 TO STA. 34+00 RT -L- FROM STA. 24+50 TO STA. 27+00 RT 6’ DETAIL EB 4’ Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner= CL I RR d Geotextile Flatter4:1 or D4:1( Not to Scale) SPECIAL CUT DITCH -L- FROM STA. 127+50 TO STA. 128+25 RT -L- FROM STA. 120+50 TO STA. 121+50 RT DETAIL VA Min. D=0.7 Ft. Ground Natural Slope Ditch Front Flatter4:1 or D3:1( Not to Scale) SPECIAL CUT DITCH -L- FROM STA. 134+20 TO STA. 135+75 LT DETAIL WA Min. D=2.0 Ft. Ground Natural Slope Ditch Front Flatter4:1 or D4:1( Not to Scale) SPECIAL CUT DITCH -L- FROM STA.170+20 TO STA.172+00 RT DETAIL XA Min. D=0.5 Ft. Ground Natural Slope Ditch Front VAR.STAKESLOPE5.0’ D2:1LIMITSCLEARING( Not to Scale) BERM DITCH 5.0’ 10.0’ V.C. -L- FROM STA. 156+00 TO STA. 157+50 LT DETAIL CB ? 8’ Min. D=2.0 Ft. d 3:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH -L- FROM STA. 201+00 TO STA. 201+80 LT -L- FROM STA. 78+50 TO STA. 79+50 RT Slope Fill DETAIL HB B=4.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner= Class I Rip-Rap Ground Natural Geotextile D Flatter4:1 or ( Not to Scale) SPECIAL CUT DITCH w/HINGE 6.0’ 4: 1 V A RI A B LE -L- FROM STA. 147+25 TO STA. 148+50 LT -L- FROM STA. 128+18 TO STA. 131+50 LT -L- FROM STA. 108+80 TO STA. 112+10 LT DETAIL FB Min. D=1.5 Ft. Ground Natural Slope Ditch Front ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D -L- FROM STA. 274+50 TO STA. 275+50 RT -L- FROM STA. 204+50 TO STA. 205+00 RT Min. D=0.0-1.0 Ft. DETAIL LA Ground Natural Flatter4:1 or Slope Fill ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR -L- FROM STA. 35+45 TO STA. 37+60 LT DETAIL GB b b= 4.0 Ft. d= 2.0 Ft. Type of Liner= CL B RIPRAP GROUND NATURAL SLOPE FILL ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D d 2:1-Y6- FROM STA. 13+00 TO STA. 15+00 RT -L- FROM STA. 60+32.75 TO STA. 60+75 RT -L- FROM STA. 49+00 TO STA. 51+76.69 RT DETAIL RA Max. d=0.75 Ft. Min. D=0.75 Ft. Type of Liner= Cl B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile d 3:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH -DR4- FROM STA. 12+50 TO STA. 13+00 RT -L- FROM STA. 244+60 TO STA. 244+80 RT Slope Fill DETAIL IB B=4.0 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= Class B Rip-Rap Ground Natural Geotextile LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. -L- FROM STA. 264+50 TO STA. 266+00 LT -L- FROM STA. 263+00 TO STA. 264+30 LT -Y9E- FROM STA. 12+00 TO STA. 13+00 RT b=5 Ft. Min. D=2 Ft. DETAIL QA Ground Natural Slope Fill VAR.STAKESLOPE5.0’ D2:1LIMITSCLEARING( Not to Scale) BERM DITCH 5.0’ 10.0’ V.C. -L- FROM STA. 161+25 TO STA. 163+50 LT -L- FROM STA. 157+50 TO STA. 160+50 LT -L- FROM STA. 32+00 TO STA. 33+00 RT -L- FROM STA. 27+00 TO STA. 30+00 RT DETAIL DB 4’ 6’ Min. D=1.0 Ft.3:1D B ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH -Y9B- FROM STA. 18+50 TO STA. 22+75 RT -L- FROM STA. 237+50 TO STA. 238+05 RT -L- FROM STA. 199+50 TO STA. 201+00 LT -L- FROM STA. 79+50 TO STA. 81+00 RT DETAIL JB B=2.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Fill Flatter4:1 or DFlatt er3:1 or ( Not to Scale) CUT DITCH -Y8- FROM STA. 10+39 TO STA. 11+00 RT -L- FROM STA. 146+50 TO STA. 151+00 RT Min. D= 1.0 Ft. DETAIL YA Slope Ditch Front Ground Natural ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D -Y9F- FROM STA. 20+50 TO STA. 21+00 LT -Y6A- FROM STA. 11+22 TO STA. 11+75 LT -Y6- FROM STA. 13+00 TO STA. 14+50 LT -Y5- FROM STA. 11+00 TO STA. 12+00 RT -Y4B- FROM STA. 10+50 TO STA. 12+50 LT -Y4A- FROM STA. 11+00 TO STA. 11+85 RT -Y4- FROM STA. 12+00 TO STA. 14+50 RT -Y3- FROM STA. 18+20 TO STA. 18+90 LT -Y2- FROM STA. 19+25 TO STA. 20+50 RT -Y2- FROM STA. 14+50 TO STA. 15+50 RT -Y1- FROM STA. 11+00 TO STA. 12+50 RT -L- FROM STA. 53+00 TO STA. 56+00 LT Min. D=0.5 Ft. DETAIL MA Ground Natural or Flatter3:1 Slope Fill 3:1D Flatter3:1 or d ( Not to Scale) SPECIAL CUT DITCH -Y5A- FROM STA. 10+66 TO STA. 12+00 RT -Y2- FROM STA. 15+50 TO STA. 16+38 RT -L- FROM STA. 38+00 TO STA. 39+40 LT -L- FROM STA. 22+00 TO STA. 24+50 RT -L- FROM STA. 14+15 TO STA. 15+00 LT DETAIL NA Max. d=1.0 Ft. Min. D=2.0 Ft. Type of Liner= Cl I Rip-Rap Slope Ditch Front Ground Natural Geotextile LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. -Y9A- FROM STA. 11+71 TO STA. 12+85 RT -L- FROM STA. 254+85 TO STA. 260+30 LT -L- FROM STA. 253+00 TO STA. 255+10 RT -L- FROM STA. 243+70 TO STA. 244+80 LT -L- FROM STA. 73+50 TO STA. 74+50 RT b=5.0 Ft. Min. D=1.0 Ft. DETAIL SA Ground Natural Slope Fill 3:1D Flatter3:1 or d ( Not to Scale) SPECIAL CUT DITCH -L- FROM STA. 489+50 TO STA. 498+00 RT DETAIL OA Max. d=1.2 Ft. Min. D=1.5 Ft. Type of Liner= Cl B Rip-Rap Slope Ditch Front Ground Natural Geotextile 3:13:1 D ( Not to Scale) STANDARD ’V’ DITCH S=1.75%; Beg El.=431.8; End El.=430.9; DDE=6 CY -Y9F- FROM STA. 20+00 TO STA. 20+50 LT; L=50’ Min. D=0.75 Ft. DETAIL AB Ground Natural Ground Natural Submitted 6/24/2021 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL SHEET 5 OF 60 PERMIT DRAWING Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_HYD_Ditch Detail.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists R-5709 2D-4 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or -L- FROM STA. 230+00 TO STA. 232+50 LT DETAIL MB B=2.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner= Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or -L- FROM STA. 232+50 TO STA. 239+50 LT DETAIL NB B=4.0 Ft. Max. d=2.0 Ft. Min. D=2.0 Ft. Type of Liner=Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 3:1 1"/Ft. -L- FROM STA. 74+50 TO STA. 78+50 RT DETAIL PB b=5.0 Ft. B=4.0 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -L- FROM STA. 208+50 TO STA. 210+50 LT DETAIL QB b=5.0 Ft. B=5.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 3:1 1"/Ft. -L- FROM STA. 208+00 TO STA. 210+00 RT DETAIL RB b=5.0 Ft. B=3.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. -L- FROM STA. 246+78 TO STA. 254+00 LT -L- FROM STA. 244+80 TO STA. 245+35 RT DETAIL XB b=5.0 Ft. B=2.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Fill ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -L- FROM STA. 207+00 TO STA. 208+50 LT DETAIL WB b=5.0 Ft. B=4.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or -L- FROM STA. 212+50 TO STA. 216+50 LT DETAIL LB B=2.0 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile ( Not to Scale) Elevation Natural Bed -L- STA. 168+20 RT Ground Natural Ground Natural (Variable) Channel Bed PIPE OUTLET CHANNEL STABILIZATION DETAIL HC 1.5’ Type of Liner= CL I Rip-Rap - Keyed-In Length=18.0 Ft. ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 3:1 1"/Ft. -Y9D- FROM STA. 18+10 TO STA. 21+03 LT DETAIL JC b=5.0 Ft. B=2.0 Ft. Max. d=2.0 Ft. Min. D=2.0 Ft. *When B is < 6.0’ Type of Liner=Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or -Y9B- FROM STA. 14+00 TO STA. 15+30 LT -Y9B- FROM STA. 10+00 (CUL-DE-SAC) RT -Y9A- FROM STA. 21+50 TO STA. 26+00 RT DETAIL OB B=2.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Ditch Front ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 3:1 1"/Ft. -Y9A- FROM STA. 11+22 TO STA. 14+15 LT DETAIL TB b=5.0 Ft. B=4.0 Ft. Max. d=2.0 Ft. Min. D=2.0 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) SPECIAL LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. DETAIL UB *When B is < 6.0’ Type of Liner= CLASS I Rip-Rap Ground Natural Slope Cut GEOTEXTILE 28’ clear recovery b=As needed for B=4.0 Ft. Max. d= 3 Ft. Min. D=3 Ft. ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 3:1 1"/Ft. -Y9E- FROM STA. 10+90 TO STA. 11+00 RT -L- FROM STA. 262+00 TO STA. 262+30 LT DETAIL VB b=5 Ft. B=2 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 3:1 1"/Ft. -L- FROM STA. 360+50 TO STA. 362+00 RT -L- FROM STA. 230+00 TO STA. 232+50 RT -L- FROM STA. 167+65 TO STA. 168+27 RT DETAIL SB b=5.0 Ft. B=2.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE -L- FROM STA. 123+50 TO STA. 128+18 LT 4:14:1 D ( Not to Scale) TAIL ’V’ DITCH Beg El.=411.0; End El.=410.8 -L- STA. 269+20 RT; S=0.3%; L=56’ Beg El.=451.95; End El.=451.5 -L- STA. 135+75 RT; S=0.4%; L=120’; Min. D=VARIABLE DETAIL EC Ground Natural Ground Natural ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. -Y9D- FROM STA. 15+50 TO STA. 18+10 LT -Y9D- FROM STA. 11+80 TO STA. 15+50 RT -L- FROM STA. 574+65 TO STA. 575+50 RT -L- FROM STA. 262+00 TO STA. 263+00 LT DETAIL YB b=5 Ft. B=2 Ft. Min. D=2Ft. Ground Natural Slope Fill B 3:13:1D ( Not to Scale) TAIL BASE DITCH Beg El.=442.2; End El.=442.0 -SR2- STA. 11+40 LT; S=0.5%; L=40’; DDE=8 CY Beg El.=393.15; End El.=393.0 L=25’;DDE=5 CY -L- FROM STA. 237+50 TO STA. 237+50 RT; S=0.6%; DETAIL AC B=2.0 Ft. Min. D=0.0-1.0 Ft. Ground Natural Ground Natural B 3:13:1D ( Not to Scale) STANDARD BASE DITCH DDE=234 CY -DR3- FROM STA. 10+20 TO STA. 11+50 LT DETAIL CC B=4.0-10.0 Ft. Min. D=0.0-1.5 Ft. Ground Natural Ground Natural B 3:13:1D ( Not to Scale) TAIL BASE DITCH Beg El.=451.8; End El.=451.0 -L- STA. 128+18 RT; S=0.3%; L=267’;DDE=495 CY DETAIL DC B=4.0 Ft. Min. D=4.0 Ft. Ground Natural Ground Natural 2:12:1D ( Not to Scale) d STANDARD ’V’ DITCH DDE=4 CY -Y7- FROM STA. 17+25 TO STA. 18+50 RT Type of Liner=Class I Rip-Rap Max. d=2.0 Ft. Min. D=2.0 Ft. DETAIL FC Ground Natural Ground Natural Geotextile B 2:12:1D ( Not to Scale) TAIL BASE DITCH Beg El.=422.1; End El.=421.8 -L- STA. 168+00 LT; S=1.67%; L=18’; DDE=12 CY DETAIL GC B=2.0 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural B 3:13:1D ( Not to Scale) TAIL BASE DITCH Beg El.=383.75; End El.=383.5 DDE=38 CY -L- STA. 232+50 RT; S=0.33%; L=75’ DETAIL ZB B=8.0-20.0 Ft. Min. D=0.0-1.5 Ft. Ground Natural Ground Natural B 4:14:1D ( Not to Scale) TAIL BASE DITCH Beg El.=402.6; End El.=396.0; DDE=296 CY -Y9D- STA. 11+80 RT; S=1.2%; L=546’ DETAIL IC B= 2 Ft. Min. D=AS NEEDED Ground Natural Ground Natural B 3:13:1D ( Not to Scale) STANDARD BASE DITCH Beg El.=413.0; End El.=412.7 -L- STA. 253+00 RT; S=0.3%; L=100’;DDE=12 CY DETAIL BC B=3.0 Ft. Min. D=0.0-1.0 Ft. Ground Natural Ground Natural Submitted 6/24/2021 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL SHEET 6 OF 60 PERMIT DRAWING Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_HYD_Ditch Detail.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists R-5709 2D-5 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ( Not to Scale) Geotextile BANK & SCOUR HOLE STABILIZATION Elevation Natural Bed -L- STA. 34+64 LT; Length=26 Ft. -L- STA. 14+62 LT; Length=38 Ft. Ground Natural Ground Natural DETAIL BD 1.25’ Flatter (TYP) 2:1 or Length= 38 Ft. (Variable) Channel Bed Existing Scour Hole Type of Liner= CL I Rip-Rap - Keyed-In 4:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or -L- FROM STA. 276+10 TO STA. 281+50 LT -L- FROM STA. 273+00 TO STA. 275+25 LT DETAIL LC B= 2.0 Ft. Min. D= 1.4 Ft. Ground Natural Slope Ditch Front Flatter4:1 or D4:1( Not to Scale) SPECIAL CUT DITCH -L- FROM STA. 281+50 TO STA. 282+50 LT DETAIL KC Min. D= 1.4 Ft. Ground Natural Slope Ditch Front 4:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or -L- FROM STA. 284+40 TO STA. 285+00 LT DETAIL NC B= 2.0 Ft. Min. D= 1.5 Ft. Ground Natural Slope Ditch Front LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. -L- FROM STA. 302+50 TO STA. 303+00 LT b= 2 Ft. Min. D= 1.0 Ft. DETAIL PC Ground Natural Slope Fill 3:1STAKESLOPE5.0’5.0’ D3:1LIMITSCLEARING( Not to Scale) BERM DITCH 10.0’ V.C. -L- FROM STA. 310+00 TO STA. 311+50 LT VAR DETAIL QC VAR Max. d=1.4 Ft. Min. D=1.4 Ft. Type of Liner= Class I Rip Rap d Geotextile ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -L- FROM STA. 313+25 TO STA. 314+50 LT DETAIL RC b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.4 Ft. Min. D= 1.4 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE D Flatter4:1 or ( Not to Scale) SPECIAL CUT DITCH w/HINGE 6.0’ 4: 1 V A RI A B LE -L- FROM STA. 352+50 TO STA. 359+50 LT -L- FROM STA. 330+50 TO STA. 333+50 LT DETAIL SC Min. D= 1.0 Ft. Ground Natural Slope Ditch Front ( Not to Scale) LATERAL BASE DITCH Flatter3: 1 or D B b d 3:1 1"/Ft. -Y11E- FROM STA. 10+64 TO STA. 11+50 RT -L- FROM STA. 737+93 TO STA. 741+34 RT -L- FROM STA. 557+00 TO STA. 557+75 LT -L- FROM STA. 402+50 TO STA. 407+50 LT DETAIL UC b= 2.0 Ft. B= 4.0 Ft. Max. d= 0.5 Ft. Min. D= 1.0 Ft. *When B is < 6.0’ Type of Liner= Class B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) LATERAL BASE DITCH Flatter3: 1 or D B b d 3:1 1"/Ft. -Y11C- FROM STA. 10+67 TO STA. 11+28 RT DETAIL WC b= 2.0 Ft. B= 4.0 Ft. Max. d= 0.5 Ft. Min. D= 1.0 Ft. *When B is < 6.0’ Type of Liner= Class II Rip-Rap Ground Natural Slope Fill GEOTEXTILE 3:13:1 ( Not to Scale) FALSE CUT 2.0’ Flatter4:1 or DETAIL OC N.G./T.B. Bed Exist. Ditch Pipe Slope Fill FLOW 4.5’ 2-GI SPEC DETAILEL=409.0 TOP OF BERM -L- STA. 302+59 TO STA 303+86 LT ( Not to Scale) LATERAL BASE DITCH Flatt er3: 1 or D B b d 3:1 1"/Ft. -DR3- FROM STA. 11+50 TO STA. 12+50 LT -L- FROM STA. 389+50 TO STA. 393+00 LT DETAIL VC b= 2.0 Ft. B= 4.0 Ft. Max. d= 0.5 Ft. Min. D= 1.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE Flatter4:1 or D4:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 172+75 TO STA. 173+17 -L- RT DETAIL AD D=variable 0 to 2’ Ground Natural Slope Ditch Front L S etc. GI 10:1 20 :1 ( Not to Scale) FALSE SUMP I 2.0’ -Y11A- STA. 11+39 LT -Y9B- STA, 10+00 RT -L- STA. 555+80 LT -L- STA. 529+00 LT -L- STA. 421+88 LT -L- STA. 402+00 LT -L- STA. 397+31 LT -L- STA. 390+00 RT -L- STA. 378+00 LT -L- STA. 361+05 LT -L- STA. 339+30 LT -L- STA. 320+80 LT -L- STA. 314+80 LT -L- STA. 311+30 LT -L- STA. 299+30 RT -L- STA. 201+20 RT -L- STA. 135+89 LT -L- STA. 113+00 TO STA. 120+00 LT DETAIL XC Traffic Flow Outside Ditch 1.0’ Max0.5’ Min.S=Ditch Slope C Proposed Ditch Median Ditch ( Not to Scale) FALSE SUMP II S S=Ditch Slope etc. GI L 2’DDDitch Grade L LDitch Grade 0.0% To 2.0% Over 2.0% To 4.0% 20’ 30’ Over 4.0% To 6.0% Over 6.0% 40’ 50’ 9" 20’L (See Chart Below) -L- STA. 782+69 MEDIAN -L- STA. 758+00 MEDIAN -L- STA. 740+50 MEDIAN -L- STA. 731+49 MEDIAN -L- STA. 708+43 MEDIAN -L- STA. 699+57 MEDIAN -L- STA. 650+39 MEDIAN -L- STA. 633+64 MEDIAN -L- STA. 607+35 MEDIAN -L- STA. 555+63 MEDIAN -L- STA. 528+69 MEDIAN -L- STA. 507+00 MEDIAN -L- STA. 489+00 MEDIAN -L- STA. 453+00 MEDIAN -L- STA. 426+00 MEDIAN -L- STA. 413+00 MEDIAN -L- STA. 407+62 MEDIAN -L- STA. 401+63 MEDIAN -L- STA. 400+78 MEDIAN -L- STA. 387+14 MEDIAN -L- STA. 376+31 MEDIAN -L- STA. 361+05 MEDIAN -L- STA. 359+23 MEDIAN -L- STA. 320+80 MEDIAN -L- STA. 314+30 MEDIAN -L- STA. 311+80 MEDIAN -L- STA. 286+30 MEDIAN -L- STA. 284+00 MEDIAN -L- STA. 207+20 MEDIAN -L- STA. 201+20 MEDIAN -L- STA. 195+85 MEDIAN -L- STA. 185+20 MEDIAN -L- STA. 264+30 TO 269+12 MEDIAN -L- STA. 173+19 MEDIAN DETAIL YC C Proposed Ditch Flatter4:1 or D4:1( Not to Scale) SPECIAL CUT DITCH -Y10- FROM STA. 18+00 TO STA. 19+50 RT -Y10- FROM STA. 15+00 TO STA. 15+85 RT -L- FROM STA. 359+50 TO STA. 360+50 LT -L- FROM STA. 358+00 TO STA. 358+88 RT -L- FROM STA. 348+50 TO STA. 352+00 RT -L- FROM STA. 336+00 TO STA. 339+00 LT -L- FROM STA. 315+00 TO STA. 329+50 LT -L- FROM STA. 286+60 TO STA. 295+00 LT -L- FROM STA. 283+50 TO STA. 284+40 LT DETAIL MC Min. D= 1.5 Ft. Ground Natural Slope Ditch Front 20:1 10:1 LS=Ditch Slope S ( Not to Scale) FALSE SUMP III 2’ DETAIL ZC Traffic Flow Outside Ditch 1.0’ Max.0.5’ Min.etc. GI -L- STA. 644+63 LT -L- STA. 569+00 RT -L- STA. 555+63 RT -L- STA. 422+00 RT -L- STA. 385+12 RT -L- STA. 314+30 RT -L- STA. 303+50 LT -L- STA. 195+75 LT -L- STA. 97+40 LT -L- STA. 157+50 TO 165+10 LT C Proposed Ditch 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d Beg. El.=364.00; End El.=362.00; DDE=62 CY -L- STA. 644+46 LT; S=0.33%; L=60’; Beg El.=373.4; End El.=371.9; DDE=13 CY -L- STA. 208+50 LT; S=6.0%; L=25’; DETAIL TC B=4.0 Ft. Max. d=2.0 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner=Class B Rip-Rap Geotextile Submitted 6/24/2021 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 SHEET 7 OF 60 PERMIT DRAWING Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL ENGLISH www.rkk.com Engineers | Construction Managers | Planners | Scientists 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_HYD_Ditch Detail.dgnFBrooksDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-5709 2D-6 Flatter6:1 or DFlatt er3:1 or ( Not to Scale) SPECIAL CUT DITCH -Y10- FROM STA. 18+00 TO STA. 19+50 RT DETAIL DD Min. D= 1.5 Ft. Ground Natural Slope Ditch Front ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 3:1 1"/Ft. -L- FROM STA. 306+65 TO STA. 307+50 RT DETAIL ED b=5.0 Ft. B=2.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -L- FROM STA. 311+50 TO STA. 313+25 LT DETAIL FD b= 2.0 Ft. B= 4.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0’ Type of Liner= Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE -L- STA 312+00 RT -L- STA 303+03 RT -L- STA 279+02 RT PLAN F C B 7/08 RIP-RAPPED ENERGY DISSIPATOR BASIN DETAIL ID C SECTION 2:1 2: 1 WoCULVERT 2:1+ RIP RAP NOT SHOWN APRON 2:1 CL 2:12:1+RIP RAP NOT SHOWN G DISSIPATOR POOL APRON 2:1E 2:1 CULVERT A Wo D FI LL S LOP EL A B C D E F G RIP RAP BASIN # 1 2 3 ALL DIMENSIONS APPROXIMATE BASIN #LOCATION (AT OUTLET) 1 2 3 (ft) DIM. 2.5 2 2 2.0 1.5 1.5 2.5 2 2 2.1 1.7 2 11 9 10 38 29 37 201721 -L- STA 279+02 RT -L- STA 303+03 RT -L- STA 312+00 RT CL GROUND NATURAL GEOTEXTILE LATERAL ’V’ DITCH ( Not to Scale) 3: 1 3:1 D b d 1"/Ft. FROM STA. 14+32 TO STA. 15+45 -L- LT Slope Fill Type of Liner= Cl I Rip-Rap b=5 Ft. Max. d=1 Ft. Min. D=2 Ft. DETAIL GD Ground Natural Geotextile LS=Ditch Slope S ( Not to Scale) DITCH BLOCK C Proposed Ditch 3:1DETAIL IE RIGHT-OF-WAY RAILROAD FLOW FROM TO BLOCK 1’ BERM3:1ELEV. = 424.0 FROM STA. 254+80 -L- LT 3:13:1GROUND NATURAL GROUND NATURAL D 5’ TO 11’ VARIES FROM CHANNEL WIDTH(TYP.)1.5’W/ GEOTEXTILE (TYP.) CLASS ’I’ RIP RAP D = VARIES 2’ TO 3’ NOT TO SCALE EXCAVATEFILL EST GEOTEXTILE = 100 SY EST TON CLASS ’I’ RIP RAP = 74 TONS DDE = 30 CY DETAIL IF GROUND NATURAL GROUND NATURAL 3:1(TYP.)1.5’3:1 W/ GEOTEXTILE (TYP.) CLASS ’I’ RIP RAP EXCAVATE CHANNEL TOWARD NEW TO DRAIN FILL & GRADE 4’ TO 6’ VARIES FROM CHANNEL WIDTH D DDE = 15 CY NOT TO SCALE DETAIL IG (LT TO RT LOOKING DOWNSTREAM) INLET CHANNEL D = 2’ EST GEOTEXTILE = 40 SY EST TON CLASS ’I’ RIP RAP = 29 TONS FROM STA. 14+10 -L- LT FROM STA. 14+65 -L- RT (LT TO RT LOOKING DOWNSTREAM) OUTLET CHANNEL 3:13: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -Y8- FROM STA. 10+41 TO STA. 11+22 RT DETAIL IH GROUND NATURAL B 2:12:1D ( Not to Scale) STANDARD BASE DITCH DDE=120 CY (DITCH CLEANOUT) STA. 146+00 -L- RT DETAIL CD B=2.0 Ft. Min. D=1.0 Ft. Ground Natural Ground Natural Submitted 6/24/2021 SA SA SD WA WB BUSMTL1SFBUSMT L C ANOP Y1SBLKBUSS1SMTLBUS S U/G T ANKSS SCONCCONC RET WALLCONCMTL BUS 1SMTLBUS 72 " WD1SBKBUSBSTBST BST BST BST BSTBSTBST CONC CONC CONC BUS1SFMTLMTL7 2 " CHL72" CHL36 " WD RAI L3 6 " C&GSS S S GR GR GR GR S MOFIE L D WA Y 20’ BST 60’ BST 47’ SOIL BST14.5’GLASGOW ST 18.5’ BSTBST15’3 6 " C&G110 . 5 ’ BST5 2. 5 ’ BST15’ BST 40’ BSTCONCUS 1 5 / 5 0 1 7 5 ’ BSTUS 1 5 /50 1 BST VARI ESGR15.5’G R 2 3.5’GR25’ 2" PVC 8" PVC8" PVC8" PVC8" DIP TOWN OF ABERDEEN PRIME REALTY, INC KEES APPIANCE CENTER, INC PDEMO N MO N RE BARREBARMONEIP EIP EIPPDEA X L E EIPR5 7 0 9 - 1 R5709-2EXISTING R/WE XIS TI N G R/WE XIS TI NG R/WCONCEXI STI NG R/WMONEXISTING R/WEXISTING R/W EXISTING R/W100.00’E XISTIN G R/WE XISTIN G R/W50.09’ NC 211 RAEFORD RD 27.5’ BST EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W50.00’RIPRAPC ONCC ONCCONC HTR HTR W/LTW/LTW/LTW/LT W/LT W/LT W/LT LTW/LTLTLTLTLTW/LTW/LTSI GSI GTHHHHHHHHSMT R EOI EOI C T E OI E OI E OI W EOI TCTEOIEOI EOI T C MTRMTR5 0 P R50 PR 50 PR2 5 P R 10" PVC 10" PVC 200 PR200 PR4" PL 4" PL EOIFO T S TS FM HANDHOLE 2" MD 2 " MDPDEWOODS WOODS WOODS WOODS WOODS36" W D 36" WDC 2 4 F O 4" PL 25 P R WOODS W. FENTRESS PHILLIPSGR 36" WD RAIL 36" WD GR BST WOODS REIDOR CORPORATION TONY MURCHISON NC 211 RAEFORD RD BST VARIES 1SMTLBUS 1SMTLBUS WOODS HEAD START COMMUNITY SERVICES COUNCIL/ SALISBURY-ROWAN ALICE P. HEINS, ET ALS RSR GROUP, LLC ALICE P. HEINS, ET ALS HEAD START COMMUNITY SERVICES COUNCIL/ SALISBURY-ROWAN TO WN OF ABERDEE NDICONCDI DI 15" HDPE 15" RCP12" HDPECONC BRI DGEDI DI DI DI DI15" RCP1 5 " RCP18" RCP18" CMP 1 5 " RCP1 5 " RCP15" RCP 15" C MP 36" CMPHW CONC 24" RCP18" RCPS42" RCP12" R C P INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02EXIST..02.02.02.02 .01 .00 .02 .01.01 IN C 17.5’ (TYP)+62.50 .00.01.02.01.02(TYP) 37.5’ +22.50.02.02.03.01 +80.25 INC.17.5’E XIS T. .08 . 0 7 .03 .01 .003 +00.00.01.008.00.02.01 .02 I NC.15’ + 33.00 .02.02 .07.02.02.02.01 .01 .0 0 . 0 1 .02.03.04.05.06.04 .02.06 . 04 . 0 0 .03.01.02.02.0 1.05 .04.00.01.01.0303..02.04 03. .02 INC.17’+6 0. 00 BREAK ACCESS BREAK ACCESS REVISIONS GRAPHIC SCALE 0’100’100’ SHEET 8 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’30’30’ E E IN WETLAND DENOTES EXCAVATION 10+002 0 +0 0 2 5 +0 0 - Y1- 20+0015+00 -L- CR CR -EY1- 10+00 CR -Y2A- -DR1- CR CR CR1 2 3 4 8 1A 8 5 F F F F C F C F F F F F F C C F F F F F F F C C F F CF F FCCC F F C F C F F CCCCC F C -DR1- Sta. 13+26.31 HP DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh04.dgnKAlford8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83SEE SHEET 5MATCHLINE -L- STA. 22+50.00-L- -L- (NC 211) US 15-501 NC 211 23,900 7,500 700 17,100 US 15-501 8,200 16,844ADT 2024 5,556 11,628 340 5896 FOR -DR1- PROFILE, SEE SHEET NO. 121 FOR -Y2A- PROFILE, SEE SHEET NO. 104 FOR -Y1- PROFILE, SEE SHEET NO. 104 FOR -EY1- PROFILE, SEE SHEET NO. 104 FOR -L- PROFILE, SEE SHEET NO. 74 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH FOR -L- USE RADIUS TYPE DRIVE TURNOUT OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS DESCRIPTION Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CURB + GUTTER LOCATIONS ALN STATION STATION LOC LT14+70.7410+16.82-L-2’-6"C+G 2’-6"C+G 2’-6"C+G 2’-6"C+G 1’-6"C+G 2’-6"C+G -L- -L- -L- -Y1- -Y1-10+41.00 10+41.00 17+06.40 10+72.04 10+79.48 23+38.59 22+96.82 11+38.45 11+40.08 LT RT LT MEDIAN RT22+66.57 PROPOSED SIGNAL ADT 2044 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, S S SITE 2 SITE 1 SITE 4 SITE 3 SITE 3 Q10=52cfs V10=7.49fps ENGLISH TS 0497 04960495 0493 0494 0492 0434 0408 0491 0432 0410 0430 0403 0412 0428 0402 0414 0424 0401 04180422 F CB CB CB CB CB CB CB CB CB CB CB CBCBCB 2GI CB CB CBCB CBCBCB CB HW 15" RCP-IV 15" RCP-IV 15"15" RCP-IV 15" RCP-IV ELB ELB ELB ELB 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV REMOVE REMOVE REMOVE REMOVE REMOVE (BURI ED 1’)54" RCP- II I SYSTEM RETAIN RETAIN RCP-V 15" CB 2GI 15" 15" RCP-IV 15" RCP-V 15" 15" RCP-IV ELBOWS18" W/215" RCP-IV RCP-IV 15" RCP-IV 15" EST 47 SY GF EST 26 TON BANKS ONLY CL I RIP RAP ON REMOVE ELBOWS W/2 24" SEE DETAIL MA SPECIAL LATERAL ’V’ DITCH SEE DETAIL GA TOE PROTECTION (BURI ED 1’)54" RCP- II I COLLAR COLLAR 54" WELDED STEEL TRENCHLESS INSTALLATION EST 120 SY GF SEE DETAIL GD EST 62 TON LATERAL ’V’ DITCH w/ CL I RIPRAP SEE DETAIL IF OUTLET CHANNEL SEE DETAIL IG INLET CHANNEL 15" R C P-III 4 8" CB TB 2GI24" RCP-IVRCP-I V 15" CB TB 2GI CB 18" RCP-IV 18 " RC P -IV 2GI 2GI 15" RCP-III 15" RCP-III 15" RCP-IV 24" RCP-IV SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL MA LATERAL ’V’ DITCH SPECIAL PLUG AND FILL (BURIED 1’)54" RCP- III COLLAR 54" WELDED STEEL TRENCHLESS INSTALLATION Submitted 6/24/2021 SA SA SD WA WB BUSMTL1SFBUSMT L C ANOP Y1SBLKBUSS1SMTLBUS S U/G T ANKSS SCONCCONC RET WALLCONCMTL BUS 1SMTLBUS 72 " WD1SBKBUSBSTBST BST BST BST BSTBSTBST CONC CONC CONC BUS1SFMTLMTL7 2 " CHL72" CHL36 " WD RAI L3 6 " C&GSS S S GR GR GR GR S MOFIELD WA Y 20’ BST 60’ BST 47’ SOIL BST14.5’GLASGOW ST 18.5’ BSTBST15’3 6 " C&G1 10 .5’ BST5 2 . 5 ’ BST15’ BST 40’ BSTCONCUS 1 5 / 5 0 1 7 5 ’ BS TUS 15/50 1 BST VARI ESGR15.5’GR 2 3.5’GR25’ 2" PVC 8" PVC8" PVC8" PVC8" DIP TOWN OF ABERDEEN PRIME REALTY, INC KEES APPIANCE CENTER, INC PDEMON MO N REBARREBARMONEIP EIP EIPPDEA XL E EIPR5 7 0 9 - 1 R5709-2EXISTING R/WE XIS TI NG R/WE XIS TI NG R/WCONCEXI STI NG R/WMONEXISTING R/WEXISTING R/W EXISTING R/W100.00’E XISTIN G R/WE XISTIN G R/W50.09’ NC 211 RAEFORD RD 27.5’ BST EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W50.00’RIPRAPC ONC C ONCCONC HTR HTR W/LTW/LTW/LTW/LT W/LT W/LT W/LT LTW/LTLTLTLTLTW/LTW/LTSI GSI GTHHHHHHHHSMT R EOI EOI C T E OI E OI E OI W EOI TCTEOIEOI EOI T C MTRMTR5 0 P R50 PR 50 PR2 5 P R 10" PVC 10" PVC 200 PR200 PR4" PL 4" PL EOIFO TS TS FM HANDHOLE 2" MD 2 " MDPDEWOODS WOODS WOODS WOODS WOODS36" W D 36" WDC 24 F O 4" PL 25 P R WOODS W. FENTRESS PHILLIPSGR 36" WD RAIL 36" WD GR BST WOODS REIDOR CORPORATION TONY MURCHISON NC 211 RAEFORD RD BST VARIES 1SMTLBUS 1SMTLBUS WOODS HEAD START COMMUNITY SERVICES COUNCIL/ SALISBURY-ROWAN ALICE P. HEINS, ET ALS RSR GROUP, LLC ALICE P. HEINS, ET ALS HEAD START COMMUNITY SERVICES COUNCIL/ SALISBURY-ROWAN TO WN OF ABERDEE NDICONCDI DI 15" HDPE 15" RCP12" HDPECONC BRI DGEDI DI DI DI DI15" RCP1 5 " RCP18" RCP18" CMP 1 5 " RCP1 5 " RCP15" RCP 15" C MP 36" CMPHW CONC 24" RCP18" RCPS42" RCP12" R C P3253 2 5 3253253253253 2 5 3253253 3 0 3303303 3 0 3303 3 0 3303303303303303 3 0 330330330 330330 3303 3 0 3353353353 3 5 3353353353353353353 3 5 3353353353353 3 5 335335335 3403403403403 4 0 3403403403403403403 4 0 340340340340340340340340 3403453453453453453453453453453 4 5 3 4 5 345345345345 345345345345345 345 3453503503503503503503503 5 0 3 5 0 35035035035035035035035035035 0 35035 0 3553553553553 553553 5 5 355 3 5 5 355 355355355355355355355355355355355355 355355 355355 355355 355355355 3 5 5 355 355 355355 360360360365365365365365370370375322323323323323 323 324324324 324 324 324 326326326326326326 326 327327327327327327327327 32 7 327327 328328328328328328328328 328328328 328 328 328328328 329329329329329329329329329 329329 331331331331331331331331331 331 3 3 2332332332332332 3323323 3 2 332 332 3333333333333333 3 3 33333333333 3 3333343343 3 4 33433433433433433433433633633633 63363363 3 6 3 36 3363363373373373373373373373373 3 7 337337337 337 3383383383383383 3 8 3383383383393393 3 9 3393393393 3 9 3393393393393413413413413413 4 1 3413413413413 4 2 3423423423423423423 4 2 342342 3433433433433 4 3 343343343 3433443443443443 4 4 344344344 3443463463463463463 4 6 346346346346346 346346 346 3473473473473473 4 7 3473473473473 4 7 347 3483483483483483 4 8 348348348348348 348 3493493493493 4 9 3493493493493513513513513 5 1 3513513513 5 1 351351351 3513523523523523 5 2 352352 3523523523533533533533533 5 3 35 3 35335335335335435435435435435 4 35 4 35435435435435 4 3543543563563563563563 5 6356 35635635735735735 7 357 357357 357 358358 35 8359 359 361361362362363363363364364364 364366366366 367368368 369371372373 374 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02EXIST..02.02.02.02 .01 .00 .02 .01.01 IN C 17.5’ (TYP)+62.50 .00.01.02.01.02(TYP) 37.5’ +22.50.02.02.03.01 +80.25 INC.17.5’E XIS T. .08 . 07 .03 .01 .003 +00.00.01.008.00.02.01 .02 I NC.15’ + 33.00 .02.02 .07.02.02.02.01 .01 .0 0 . 0 1 .02.03.04.05.06.04 .02.06 . 0 4 . 00 .03.01.02.02.01.05 .04.00.01.01.0303..02.04 03. .02 INC.17’+60. 00 BREAK ACCESS BREAK ACCESS HC HC CLEARING DENOTES HAND WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION GRAPHIC SCALE 0’100’100’ SHEET 9 OF 60 PERMIT DRAWING 10+002 0 +0 0 2 5 +0 0 - Y1- 20+0015+00 -L- CR CR -EY1- 10+00 CR -Y2A- -DR1- CR CR CR1 2 3 4 8 1A 8 5 F F F F C F C F F F F F F C C F F F F F F F C C F F CF F FCCC F F C F C F F CCCCC F C -DR1- Sta. 13+26.31 HP DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh04_con.dgnKAlford8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83SEE SHEET 5MATCHLINE -L- STA. 22+50.00-L- -L- (NC 211) US 15-501 NC 211 23,900 7,500 700 17,100 US 15-501 8,200 16,844ADT 2024 5,556 11,628 340 5896 FOR -DR1- PROFILE, SEE SHEET NO. 121 FOR -Y2A- PROFILE, SEE SHEET NO. 104 FOR -Y1- PROFILE, SEE SHEET NO. 104 FOR -EY1- PROFILE, SEE SHEET NO. 104 FOR -L- PROFILE, SEE SHEET NO. 74 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH FOR -L- USE RADIUS TYPE DRIVE TURNOUT OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS DESCRIPTION Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CURB + GUTTER LOCATIONS ALN STATION STATION LOC LT14+70.7410+16.82-L-2’-6"C+G 2’-6"C+G 2’-6"C+G 2’-6"C+G 1’-6"C+G 2’-6"C+G -L- -L- -L- -Y1- -Y1-10+41.00 10+41.00 17+06.40 10+72.04 10+79.48 23+38.59 22+96.82 11+38.45 11+40.08 LT RT LT MEDIAN RT22+66.57 PROPOSED SIGNAL ADT 2044 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, S S SITE 2 SITE 1 SITE 4 SITE 3 SITE 3 Q10=52cfs V10=7.49fps ENGLISH TS 0497 04960495 0493 0494 0492 0434 0408 0491 0432 0410 0430 0403 0412 0428 0402 0414 0424 0401 04180422 CB CB CB CB CB CB CB CB CB CB CB CBCBCB 2GI CB CB CBCB CBCBCB CB HW 15" RCP-IV 15" RCP-IV 15"15" RCP-IV 15" RCP-IV ELB ELB ELB ELB 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV REMOVE REMOVE REMOVE REMOVE REMOVE (BURIED 1’ )54" RCP- I I I SYSTEM RETAIN RETAIN RCP-V 15" CB 2GI 15" 15" RCP-IV 15" RCP-V 15" 15" RCP-IV ELBOWS18" W/215" RCP-IV RCP-IV 15" RCP-IV 15" EST 47 SY GF EST 26 TON BANKS ONLY CL I RIP RAP ON REMOVE ELBOWS W/2 24" SEE DETAIL MA SPECIAL LATERAL ’V’ DITCH SEE DETAIL GA TOE PROTECTION (BURIED 1’ )54" RCP- I II COLLAR COLLAR 54" WELDED STEEL TRENCHLESS INSTALLATION EST 120 SY GF SEE DETAIL GD EST 62 TON LATERAL ’V’ DITCH w/ CL I RIPRAP SEE DETAIL IF OUTLET CHANNEL SEE DETAIL IG INLET CHANNEL 15" R C P-III 4 8" CB TB 2GI24" RCP-IVRCP-I V 15" CB TB 2GI CB 18" RCP-IV 18 " RC P -IV 2GI 2GI 15" RCP-III 15" RCP-III 15" RCP-IV 24" RCP-IV SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL MA LATERAL ’V’ DITCH SPECIAL PLUG AND FILL Submitted 6/24/2021 345.773:1 3:10.0200.020 343.77 3:1 3:10.0200.020 328.003:13:1 343.69 3:10.0200.020 3:1 332.003:13:1 343.69 3:10.0200.020 3:1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_L.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16330 330 340 340 350 350 320 320 14+00.00 330 330 340 340 350 350 320 320 14+50.00 330 330 340 340 350 350 360 360 320 320 15+00.00 330 330 340 340 350 350 360 360 320 320 15+50.00 S1 X-3R-5709 -L- 5 10 WETLANDS WETLANDS SHEET 10 OF 60 PERMIT DRAWING ENGLISH SITE 1 SITE 2 Submitted 6/24/2021 SC WF WG WF 1SBLKBUS S 1SBLKCH CONC1SFD 1SBLKD 1SF DS S S G 1SBKBUS 1SFDCONC 1SBLKBUS 1SBLKBUS BSTBSTCONC S S 72" WD72" CHL&3SBW 96" CHL&3SBW WD36 " WD RA IL 36" WD RAIL48 " CHL60" CHLWALL CONC S S CONC S 48" CHLWD S&3SBW72" CHLSSGR GR GR GR GR GR GR GR GR GR GR GR GR CONC 48" CONC SWBST 24 " ROLLE D CURB 24" ROLLED CURB 24" ROLLED CURBGLASGOW ST 17.5’ BSTBST25’CONC17’13.5’ SOIL10 ’ SOIL NC 211 RAEFORD RD 39’ BST DEBNAN ST 20’ BSTSR 2134 KEYSER ST 19’ BSTSR 2134 KEYSER ST 17.5’ BSTSR 2072 BETHUNE AVE 20’ BST 12.5’ GR 34’ GR12’ GR8’ GR8" DIP8 " P VC8" PVC 8" PVC 6" PVC8" PVC8" DIP8" D IP 8" PVC 8" PVC 8" PVC8" PVC 8" PVC8" PVC 8" PVC 8" PVC8" PVC8" PVC 8" PVC 8" DIP D. PARKER LYNCH LEQUILLA M. MORRISON HEIRS EVA MCQUEEN GEORGE MCCRIMMON HEIRS EDUCATION BOARD OF MOORE COUNTY ANNA LETHOUNE BYRD HELEN S. FORD EDUCATION BOARD OF MOORE COUNTY ZION CHURCH ST. JOSEPH AME ZION CHURCH ST. JOSEPH AME ZION CHURCH ST. JOSEPH AME EVELYN C. HUSTON GAIL ROGERS CORLEY MARY CASSIDY HEIRS ELEMENTARY SCHOOL ABERDEEN REBAREIP 8" PVC PC 13, SL 51620’ SEWER EASEMENT REBARUNOPENEDDEBNAN STIRON ANGLE AXLE LOWERY GREGORYEXISTING R/WEXISTING R/W50.00’ GR EIP REBAR EXISTING R/W EXISTING R/W 100.00’EXISTING R/W EXISTING R/W40.00’REBARCHURCH1SBLK NO DEED FOUNDAP ARANT SEWER EAS EMENTEIPCONCWDEXI STI NG R/WEXI STI NG R/W50 58 W/LT W/LT W/LT W/LT W/LT W/LT W/LT W/LT W/LT T T EOI EOI EOI H H TEOI EOI 50 PR200 PR25 PR400 PR24 FO2" STEEL 2" STEEL2" STEEL2" STEEL2" STEEL10" PVC 4" PL 7 2 FO72 FO72 FO T WOODS WOODS WOODS WOODSWOODS WOODS 8" PVC ZION CHURCH SHILO AME WOODS WOODS MARKS WILLIAM HENRY MURCHISON ALETHEA S. ROGERS SALLY MAE WOODS WOODS McCRIMMON HELEN BRYAN W. MARSH STYERS FURNITURE COMPANY SHIRLEY L. LEDBETTER AND WIFE, ROBERT L. LEDBETTER LINWOOD GRADY CAIN BLUE DEVELOPMENT CO SIMUEL COLEY FAIRLEY D. PARKER LYNCH ERNESTINE M. TYSON AND WIFE, THOMAS E. TYSON TREATER C. CHAMBERS AND WIFE, HARRY LEE CHAMBERS OWNER UNKNOWN OWNER UNKNOWN HEAD START COMMUNITY SERVICES COUNCIL/ SALISBURY-ROWAN REAVES, JR. PRESTON MARKS HENRY WILLIAM CARL G. SEAGRAVES, HEIRS D. PARKER LYNCH BEATRICE OATESOWNERUNKNOWN 15" HDPE15" RCPCB24" RCP18" HDP E HW CONC 30" RCP HWSTONEHWSTONE36" RCP36" RCP36" RCPINCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02.02EXIST .05 .02.00.02.02.02.01 .01.02 .04 .04 .02 .00 .01.01 EXIST .04 .03 .01.01.01.02 + 20 .00INC20’ (TYP)+ 70 .00 (TYP)INC17.5’ .03 .03 .01 .02 +97.50 INC20’ (TYP)+65 .36 .02.01. 00 .02 .0 1 .02 .03 E XIS T. .0 1 .02.00INC.20’+2 8.6 5 INC.20’+ 4 3 .5 7 INC17.5’ (TYP).02.02.00 GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 11 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND 15+0020+00-Y3- 30+0025+00 -L- 20+00-Y3- -Y2- CR CR CR CR CR CR DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh05.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 6MATCHLINE -L- RT. STA. 34+00.00NAD 83SEE SHEET 4MATCHLINE -L- STA. 22+50.00-L- -Y2- SR 2066 (GLASGOW ST.) NC 211 900 200200 300 300 8,200 8,200 1,100 -L- (NC 211) -Y2- (GLASGOW STREET)-L- (NC 211) -Y3- (KEYSER ST.) NC 211 -Y3- (KEYSER ST.) 800 100 100200 400 100 100 1,000 7,800 8,200 -L- ADT 2024 5,896 128 756 128 5,752 156 956 300 ADT 2024 5.752 128 728 5,608 328 928 www.rkk.com Engineers | Construction Managers | Planners | Scientists OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS FOR -L- USE RADIUS TYPE DRIVE TURNOUT 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH ALN STATION STATION LOC LT22+96.82-L- -Y2-17+67.53 18+50.33 LT RT LT 19+12.00 29+71.18 16+65.22 16+13.07 23+38.59 LT RT LT 18+05.02 24+67.45 15+74.58 17+07.87 16+13.07 24+23.33-L- -L- -L- -Y3- -Y3- -L- -Y2- -L- -Y3- -Y3- -L- -Y2- -Y2- -L- -L- -L-28+81.52 31+53.80 14+87.88 16+54.48 24+42.27 14+12.46 14+54.27 32+34.66 15+41.33 14+99.03 30+10.38 17+19.49 16+43.01 22+66.57 30+57.97 26+06.71 RT LT RT RT LT RT RT Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN PAVEMENT REMOVAL CURB + GUTTER LOCATIONS 2’-6" C+G 2’-6" C+G MEDIAN 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 1’-6" C+G 1’-6" C+G 1’-6" C+G 1’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G VALLEY GUTTER -Y3-11+00.00 12+50.00 MEDIAN MEDIAN MEDIAN LT 17+06.40 10+72.04 10+79.48 38+33.82 34+91.17 39+03.71 2’-6" C+G DESCRIPTION S E E S HE E T 5 AMAT CHLI NE -Y2- S T A. 21 + 25.00 ADT 2044 ADT 2044 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, 2’-6" C+G -DR1D-10+90.67 12+12.38 LT/RT FOR -Y2- & -Y3- DETAILS, SEE SHEET 2E-1 FOR -Y3- PROFILE, SEE SHEET 105 FOR -Y2- PROFILE, SEE SHEET 104 FOR -L- PROFILE, SEE SHEET NO. 74 5 6 7 8 5 10 12 13 14 15 16 7 369 9 368 370 371 372 373 374 375 5A 5B 15A 370A 375A 5E 10A 373A 5D 372A F F C F F F F F C F F F C F F F F F F C C C C C F F F F F F F F F F F F F CCF FF C C F C CF CF F F C F C C 0542 0540 0538 0536 0534 0532 0530 0504 0503 0502 0501 0586 0584 0582 0580 0578 0570 0571 0568 0569 0564 0560 0497 049 6 SITE 5 ENGLISH SITE 6 SITE 6 CB CB CB CBCB CB CB CB CB CBCBCBCBCB CB CBCBCBCB CB CB FS FS HW 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15"15" 15" 15"24" RCP-IV 18" RCP-IV 15" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV RCP-IV 24" RCP-IV 15" REMOVE 18" RCP-IV 15" RCP-V 15" RCP-V CB 18" 2GI SEE DETAIL DB BERM DITCH RETAIN 18"15"15"TO DRAIN SLOPE TB-2GITB-2GI 15" 15" RCP-III 15" RCP-III 15" RCP-III 24" RCP-IV 15" RCP-V RCP-IV 15" EST 157 SY GF EST 97 TON SEE DETAIL EB w/ CL I RIPRAP BERM DITCH SEE DETAIL EB w/ CL I RIPRAP BERM DITCH EST 7 SY GF EST 2 TON CL B RIP RAP SEE DETAIL MA SPECIAL LATERAL ’V’ DITCH REMOVE2GI 2GI TO DRAIN GRADE SEE DETAIL DB BERM DITCHCB 2GI EST 7 SY GF EST 2 TON CL B RIP RAP SEE DETAIL MA SPECIAL LATERAL ’V’ DITCH EST 7 SY GFEST 2 TON CL B RIP RAP RCP-IV 15" COLLAR COLLAR 48" R CP-III R C P-II I 48" 48" WELDED STEEL INSTALLATION TRENCHLESS 24" RCP-IV 24" RCP-IV24" RCP-IV24 "CB CBCB EST 170 SY GF EST 83 TON SEE DETAIL NA w/ CL I RIPRAP SPECIAL CUT DITCH Submitted 6/24/2021 SC WF WG WF 1SBLKBUS S 1SBLKCH CONC1SFD 1SBLKD 1SF DS S S G 1SBKBUS 1SFDCONC 1SBLKBUS 1SBLKBUS BSTBSTCONC S S 72" WD72" CHL&3SBW 96" CHL&3SBW WD36 " WD RA IL 36" WD RAIL48 " CHL60" CHLWALL CONC S S CONC S 48" CHLWD S&3SBW72" CHLSSGR GR GR GR GR GR GR GR GR GR GR GR GR CONC 48" CONC SWBST 24 " ROLLE D CURB 24" ROLLED CURB 24" ROLLED CURBGLASGOW ST 17.5’ BSTBST25’CONC17’13.5’ SOIL10 ’ SOIL NC 211 RAEFORD RD 39’ BST DEBNAN ST 20’ BSTSR 2134 KEYSER ST 19’ BSTSR 2134 KEYSER ST 17.5’ BSTSR 2072 BETHUNE AVE 20’ BST 12.5’ GR 34’ GR12’ GR8’ GR8" DIP8 " P VC8" PVC 8" PVC 6" PVC8" PVC8" DIP8" D IP 8" PVC 8" PVC 8" PVC8" PVC 8" PVC8" PVC 8" PVC 8" PVC8" PVC8" PVC 8" PVC 8" DIP D. PARKER LYNCH LEQUILLA M. MORRISON HEIRS EVA MCQUEEN GEORGE MCCRIMMON HEIRS EDUCATION BOARD OF MOORE COUNTY ANNA LETHOUNE BYRD HELEN S. FORD EDUCATION BOARD OF MOORE COUNTY ZION CHURCH ST. JOSEPH AME ZION CHURCH ST. JOSEPH AME ZION CHURCH ST. JOSEPH AME EVELYN C. HUSTON GAIL ROGERS CORLEY MARY CASSIDY HEIRS ELEMENTARY SCHOOL ABERDEEN REBAREIP 8" PVC PC 13, SL 51620’ SEWER EASEMENT REBARUNOPENEDDEBNAN STIRON ANGLE AXLE LOWERY GREGORYEXISTING R/WEXISTING R/W50.00’ GR EIP REBAR EXISTING R/W EXISTING R/W 100.00’EXISTING R/W EXISTING R/W40.00’REBARCHURCH1SBLK NO DEED FOUNDAP ARANT SEWER EAS EMENTEIPCONCWDEXI STI NG R/WEXI STI NG R/W50 58 W/LT W/LT W/LT W/LT W/LT W/LT W/LT W/LT W/LT T T EOI EOI EOI H H TEOI EOI 50 PR200 PR25 PR400 PR24 FO2" STEEL 2" STEEL2" STEEL2" STEEL2" STEEL10" PVC 4" PL 7 2 FO72 FO72 FO T WOODS WOODS WOODS WOODSWOODS WOODS 8" PVC ZION CHURCH SHILO AME WOODS WOODS MARKS WILLIAM HENRY MURCHISON ALETHEA S. ROGERS SALLY MAE WOODS WOODS McCRIMMON HELEN BRYAN W. MARSH STYERS FURNITURE COMPANY SHIRLEY L. LEDBETTER AND WIFE, ROBERT L. LEDBETTER LINWOOD GRADY CAIN BLUE DEVELOPMENT CO SIMUEL COLEY FAIRLEY D. PARKER LYNCH ERNESTINE M. TYSON AND WIFE, THOMAS E. TYSON TREATER C. CHAMBERS AND WIFE, HARRY LEE CHAMBERS OWNER UNKNOWN OWNER UNKNOWN HEAD START COMMUNITY SERVICES COUNCIL/ SALISBURY-ROWAN REAVES, JR. PRESTON MARKS HENRY WILLIAM CARL G. SEAGRAVES, HEIRS D. PARKER LYNCH BEATRICE OATESOWNERUNKNOWN 15" HDPE15" RCPCB24" RCP18" HDP E HW CONC 30" RCP HWSTONEHWSTONE36" RCP36" RCP36" RCP330330330335335335335335335335340 340340340340340340340340340340340340340 340340340340340 340340 3453453453453453453453453 4 5 345345345345 35035035035035035 0 350350350 350350355355355355355355355355360360360360360360365365365365365365365 370370370370370370370370 370 370 375375375375375380380380380385385390331 331331331 332332332 333333 33 3 333 33 33343 3 4 33433433 4 336336336336336336336 336 336 337337337337337337337338 338338338338338 338 338338 33 8 338 33 8 339 339339339339339339 339 339 339 341 34134134134134134 1 341341 341 34 1 341 341342342 342342342342 342342342 343343343343343343 343 343 343 344344344 344344 344 346346346346346346 346 346346346 3 4 7 347347347347347 347347347347 347348348348348 3483483483 4 8 348 348 349349349349349351351351351351 352352352352352353353353353353 354354354354354356356356356356357357357358358358359359359359361361361361361 361 362362362362363363363363364364364366366366366366366366 367367367367367 367 367 368368368368368368 368 369369369369369 371371371371371372372372372373373373373373 374374374376376376377377377377378378378379379381381382382383384386387388388 389INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02.02EXIST .05 .02.00.02.02.02.01 .01.02 .04 .04 .02 .00 .01.01 EXIST .04 .03 .01.01.01.02 + 20 .00INC20’ (TYP)+ 70 .00 (TYP)INC17.5’ .03 .03 .01 .02 +97.50 INC20’ (TYP)+65 .36 .02.01. 00 .02 .0 1 .02 .03 E XIS T. .0 1 .02.00INC.20’+2 8.6 5 INC.20’+ 4 3 .5 7 INC17.5’ (TYP).02.02.00 BREAK ACCESS BREAK ACCESS BREAK ACCESS GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 12 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND 15+0020+00-Y3- 30+0025+00 -L- 20+00-Y3- -Y2- CR CR CR CR CR CR DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh05_con.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 6MATCHLINE -L- RT. STA. 34+00.00NAD 83SEE SHEET 4MATCHLINE -L- STA. 22+50.00-L- -Y2- SR 2066 (GLASGOW ST.) NC 211 900 200200 300 300 8,200 8,200 1,100 -L- (NC 211) -Y2- (GLASGOW STREET)-L- (NC 211) -Y3- (KEYSER ST.) NC 211 -Y3- (KEYSER ST.) 800 100 100200 400 100 100 1,000 7,800 8,200 -L- ADT 2024 5,896 128 756 128 5,752 156 956 300 ADT 2024 5.752 128 728 5,608 328 928 www.rkk.com Engineers | Construction Managers | Planners | Scientists OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS FOR -L- USE RADIUS TYPE DRIVE TURNOUT 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH ALN STATION STATION LOC LT22+96.82-L- -Y2-17+67.53 18+50.33 LT RT LT 19+12.00 29+71.18 16+65.22 16+13.07 23+38.59 LT RT LT 18+05.02 24+67.45 15+74.58 17+07.87 16+13.07 24+23.33-L- -L- -L- -Y3- -Y3- -L- -Y2- -L- -Y3- -Y3- -L- -Y2- -Y2- -L- -L- -L-28+81.52 31+53.80 14+87.88 16+54.48 24+42.27 14+12.46 14+54.27 32+34.66 15+41.33 14+99.03 30+10.38 17+19.49 16+43.01 22+66.57 30+57.97 26+06.71 RT LT RT RT LT RT RT Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN PAVEMENT REMOVAL CURB + GUTTER LOCATIONS 2’-6" C+G 2’-6" C+G MEDIAN 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 1’-6" C+G 1’-6" C+G 1’-6" C+G 1’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G VALLEY GUTTER -Y3-11+00.00 12+50.00 MEDIAN MEDIAN MEDIAN LT 17+06.40 10+72.04 10+79.48 38+33.82 34+91.17 39+03.71 2’-6" C+G DESCRIPTION S E E S HE E T 5 AMAT CHLI NE -Y2- S T A. 21 + 25.00 ADT 2044 ADT 2044 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, 2’-6" C+G -DR1D-10+90.67 12+12.38 LT/RT FOR -Y2- & -Y3- DETAILS, SEE SHEET 2E-1 FOR -Y3- PROFILE, SEE SHEET 105 FOR -Y2- PROFILE, SEE SHEET 104 FOR -L- PROFILE, SEE SHEET NO. 74 5 6 7 8 5 10 12 13 14 15 16 7 369 9 368 370 371 372 373 374 375 5A 5B 15A 370A 375A 5E 10A 373A 5D 372A F F C F F F F F C F F F C F F F F F F C C C C C F F F F F F F F F F F F F CCF FF C C F C CF CF F F C F C C 0542 0540 0538 0536 0534 0532 0530 0504 0503 0502 0501 0586 0584 0582 0580 0578 0570 0571 0568 0569 0564 0560 0497 049 6 SITE 5 ENGLISH SITE 6 SITE 6 CB CB CB CBCB CB CB CB CB CBCBCBCBCB CB CBCBCBCB CB CB FS FS HW 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15"15" 15" 15"24" RCP-IV 18" RCP-IV 15" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV RCP-IV 24" RCP-IV 15" REMOVE 18" RCP-IV 15" RCP-V 15" RCP-V CB 18" 2GI SEE DETAIL DB BERM DITCH RETAIN 18"15"15"TO DRAIN SLOPE TB-2GITB-2GI 15" 15" RCP-III 15" RCP-III 15" RCP-III 24" RCP-IV 15" RCP-V RCP-IV 15" EST 157 SY GF EST 97 TON SEE DETAIL EB w/ CL I RIPRAP BERM DITCH SEE DETAIL EB w/ CL I RIPRAP BERM DITCH EST 7 SY GF EST 2 TON CL B RIP RAP SEE DETAIL MA SPECIAL LATERAL ’V’ DITCH REMOVE2GI 2GI TO DRAIN GRADE SEE DETAIL DB BERM DITCHCB 2GI EST 7 SY GF EST 2 TON CL B RIP RAP SEE DETAIL MA SPECIAL LATERAL ’V’ DITCH EST 7 SY GFEST 2 TON CL B RIP RAP RCP-IV 15" COLLAR COLLAR 48" R CP-III R C P-II I 48" 48" WELDED STEEL INSTALLATION TRENCHLESS 24" RCP-IV 24" RCP-IV24" RCP-IV24 "CB CBCB EST 170 SY GF EST 83 TON SEE DETAIL NA w/ CL I RIPRAP SPECIAL CUT DITCH Submitted 6/24/2021 340.39 3:1 0.0200.020 3:1 0.020 347.11 0.0200.020 3:1 4 :10.020 346.03 0.0200.020 -L- / -Y2- INTERSECTION SHEAR LINE @3:10.020 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_L.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16330 330 340 340 350 350 360 360 320 320 22+00.00 330 330 340 340 350 350 360 360 320 320 22+50.00 330 330 340 340 350 350 360 360 320 320 23+00.00 S1 X-7R-5709 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS SHEET 13 OF 60 PERMIT DRAWING ENGLISH WETLANDS WETLANDS SITE 4 SITE 5 Submitted 6/24/2021 342.65 3:1 3:14:1 0.0100.020 340.673:1339.62 342.12 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_Y3.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16340 340 350 350 330 330 18+50.00 340 340 350 350 330 330 19+00.00 S1 X-166R-5709 -Y3- 5 10 WETLANDS SHEET 14 OF 60 PERMIT DRAWING ENGLISHSITE 6 Submitted 6/24/2021 SC SC WG WH WG2 1SFD1SFD 1SFD CONC RIP RAP72" W D S 1SFD1SFDCONC CONC CONC CONC CONCCONCCONCCONCCONCSS 1 SFDBSTCO NC CONCGR GR GR GR GRS SCONCCONCCONC 72" CONC SW42" CONC SW 24 " ROLLE D CURB PLEASANT ST 16.5’ BSTCONC15.5’24" ROLLED CURB24" ROLLED CURB42 " CONC SWNC 211 RAEFORD RD 29’ BST SR 2072 BETHUNE AVE 20’ BST11.5’ GR21’ BSTSEAGRAVE ST8" PVC 8" P VC8" PVC8" PVC8" PVC8" PVC8" P VC 8" PVC8" PVC8" DIP8" PVC 6" PVC8" PVC 8" PVCKARY HAILEY AND GEORGIA HINTON DAVID L. HAILEY AND HUSBAND, KARY H. HAILEY CHURCH PRESBYTERIAN BARBEQUE NCDOT UNKNOWN OWNER GAIL ROGERS CORLEY IDEL L A H O U G H WILLIAM HENRY MARKS GAIL ROGERS CORLEY ARC/HDS MOORE APARTMENTS CORPORATION DELL CRUMPTON DELL CRUMPTON EIP REBARREBARREBARREBAR EI PMONREBARREBAR8" PVC 8" PVC EIP E XIS TI NG R/WE XIS TI NG R/W50.00’EXISTING R/WEXISTING R/W40.00’ REBAR REBAR EXISTING R/W EXISTING R/W100.00’AXLEEXISTING R/WEXISTING R/W40.00’ FINLEY WAY DR EXISTING R/W EXISTING R/W 100.00’EIP EIP EIP MONUNKNOWN OWNER WD WD WD WD WD 1SFDEXISTING R/WEXISTING R/W79 80 W/LT W/LTW/LT LT W/LT LTT TCT C C T T TCE OI MTR 25 PR 25 PR 25 PR24 FO24 FO24 FO 10" P VC10" PV C EIP REBAR WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODSGR48" CHLG W/LT W/LT SOI LEI PLST25 PR2" PLSR 2125 BETHUNE AVE 19’ BSTTERRA L. D. HOLMES 1SFD HOWARD THELMA D. MARGARET R. MANSON SCHLOEGL ROBERT L. RUINS PHILLIPS RHONDA AND GERTRUDE 1SFD CRUMPTON DELL BOWENS PRISCILLA AND ENGLE JOSEPH JANICE BRODY CAROLYN J. HAGY 2SBK APT JOHNSIE T. DUPLESSIS AND WIFE, BRENT R. DUPLESSIS PANOS CHRIST P. STANCIL CHARLESSR 2064 E SOUTH ST 25’ BSTLONNIE LITTLE WOODS CHURCH PRESBYTERIAN BARBEQUE MARKS WILLIAM HENRY JOHNNY J. REDDIC ALGENE JOHNSON JOHNNY J. REDDIC HABITAT FOR HUMANITY PROPERTIES, LLC TIARA WILLIAM H. MARKSMARKSWILLIAM HENRYTHELMA D. HOWARDASSOCIATION, INC TOWNHOME OWNERS FINLEY PINES SHAVONNE McCOY JOHNNY J. REDDICT OWN OF ABERDEENT S&G DR S &G D R S&G DRCONC WALK ZACHARY MARTIN FRANKLIN KIMBLE JOHN CALVIN HILL ARDELLA WASHINGTON IRENE WHITE 15" RCP54" RCPHW CONC INV=343.03’ INV=344.67’ 18" CLAYHWC O N C H WC O N C HW CONC 18" RCP24" HDPE 15" HDPE HDPE15" 15" RCP INV=349.51’INV=349.94’TOP=356.46’INV=350.08’INV=350.77’TOP=356.44’INV=350.84’INV=349.70’15" R CP 30" RCP30 " RCP30 " RCPCBCB INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02.02.04 .03 .04 .02.02 EXI ST. .03 . 02 . 02 .0 1 .00 .01.02.03.02.02.02.02.02E XIST ..02.02 .02 .02 .01 .00 .01 +75.00 IN C.20’ (T YP) .02 .02.03.04.04 .03 +25.00 .02 .01 .00 .02EXIST.EXI ST. .04.04.03.03.02.02. 0 2 . 03 . 02 . 0 2 . 0 1 . 01 . 00 . 02. 0 3. 0 4.01.00.01.02.02 .03 .04 +07. 00 (TYP)INC13’ .02.02.02.02+40.00(TYP) INC 15’ .02INC 15’ (TYP)+30.00(TYP) 15’ INC BREAK ACCESS GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 15 OF 60 PERMIT DRAWING E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND 10+0010+00-Y4B--Y4A-15+00 -Y5A-- Y4- 35+00 45+00-L- 10+00CR CR CR CR CR CR 33 386 385 387 32 384 30 28 383382 26 2524 7 29 31 23 22 21 380 381 379 378 377 376 20 19 18 7 34 26A 384A 385A 383A 58.61’ -Y5A- +10.00 50.00’ +75.00 F F F C F F F F F C C F F F F F F F F F F F F F F F F F C F F C C F F F C F F F F F F F F F F F F FF F F FCCF FFC C F F DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh06.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 5MATCHLINE -L- STA. 34+00.00SEE SHEET 7MATCHLINE -L- STA. 47+00.00www.rkk.com Engineers | Construction Managers | Planners | Scientists -L- -L- (NC 211) -Y4- (SOUTH STREET) -Y4- (SOUTH STREET) NC 211 4,900 100 100 4,800 12,500 7,800 ADT 2024 5,608 3,532 3,432 8,828 OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS FOR -L- USE RADIUS TYPE DRIVE TURNOUT 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH DESCRIPTION Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN PAVEMENT REMOVALNAD 83CURB + GUTTER LOCATIONS 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 1’-6" C+G 1’-6" C+G 1’-6" C+G 1’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G -L- -Y5A- -Y5A- -L- -Y4A- -Y4A- -L- -L- -L- -L- -L- -L- -Y4- -Y4- -L- ALN STATION 16+13.07 10+41.00 10+52.96 40+62.28 31+53.80 35+79.63 40+30.40 42+87.96 32+34.66 10+90.02 10+90.00 41+35.19 11+66.29 11+59.76 46+06.52 47+69.30 12+00.18 11+90.84 43+90.61 13+11.93 13+10.96 39+03.71 47+24.15 42+23.46 39+31.87 34+91.17 50+97.53 10+70.59 11+16.99 38+33.82 STATION LOC LT LT RT LT MEDIAN MEDIAN MEDIAN MEDIAN RT LT RT RT LT RT RT ADT 2044 FOR -Y4-, -Y4A-, -Y4B- & -Y5A- DETAILS, SEE SHEET 2E-2 FOR -Y5A- PROFILE, SEE SHEET NO. 106 FOR -Y4B- PROFILE, SEE SHEET NO. 106 FOR -Y4A- PROFILE, SEE SHEET NO. 105 FOR -Y4- PROFILE, SEE SHEET NO. 105 FOR -L- PROFILE, SEE SHEET NOS. 74 & 75 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, SITE 7 SITE 8 SITE 8 ENGLISH SITE 6 SITE 6 SITE 6A C C C C C C C C 068 6 068 2 0680 068 4 CB TO DRAIN GRADE CB CB CB CB CB CB CB CB CBCB CBCB CB HW HW CB 15" RCP-IV 18" RCP-IV 24" RCP-IV 15" RCP-IV 15" RCP-IV RCP-I V 15 " 24" 24"24"RCP-IV 24" 24"REMOVE REMOVE (BURIED 1’)66" RCP-IVRCP-V18" RCP-V 15" RCP-V 15" 15" RCP-VRCP-V 15" 18" RCP-IV (BURIED 1’)66"RCP-V 15" RCP-V 18" RCP-IV 24" RCP-V 15" RETAIN 24"1 5 " 36" RCP-IV RETAIN CB EXISTING EST 120 SY GF EST 41 TON SEE DETAIL NA w/ CL I RIPRAP SPECIAL LATERAL ’V’ DITCH TB-2GI RCP-V 15" TB-2GI TB-2GI CB-SEE PSH 2D-6 TB-2GI 18" RCP-IV 15" RCP-IV 24" 15" RCP-V RCP-IV 24" SEE DETAIL TA w/ CL I RIPRAP SPECIAL LATERAL ’V’ DITCH (NO GEOTEXTILE) SEE DETAIL TA w/ CL I RIPRAP SPECIAL LATERAL ’V’ DITCH SEE DETAIL GB w/ CL B RIPRAP TOE PROTECTION EST 146 SY GF EST 90 TON SEE DETAIL NA w/ CL I RIPRAP ’V’ DITCH SPECIAL LATERAL REMOVE SEE DETAIL MA ’V’ DITCH SPECIAL LATERAL SEE DETAIL MA ’V’ DITCH SPECIAL LATERAL CB SEE DETAIL MA ’V’ DITCH SPECIAL LATERAL REMOVE REMOVE RETAIN INV=390.60’ 24’ LF OF 15" HDPE REMOVE EST 67 SY GF EST 44 TON CLASS I RIP RAP SEE DETAIL BD HOLE STABILIZATION BANK & SCOUR CB EST 471 SY GF EST 157 TON SEE DETAIL UA w/ CL B RIPRAP SPECIAL LATERAL V-DITCH EST 30 SY GF EST 14 TON SLOPE=5.5% L=29 FT SEE DETAIL BB w/ CL I RIPRAP STANDARD V-DITCH FROM STA. 45+50 TO 47+50 LT UPDATE FILL SLOPE TO 3:1 EST 120 SY GF EST 41 TON SEE DETAIL NA w/ CL I RIPRAP SPECIAL LATERAL ’V’ DITCH SEE DETAIL GA TOE PROTECTION 15" RCP-IV EST 52 SY GF EST 35 TON SEE DETAIL BD CL I RIP RAP PLUG AND FILL Submitted 6/24/2021 SC SC WG WH WG2 1SFD1SFD 1SFD CONC RIP RAP72" W D S 1SFD1SFDCONC CONC CONC CONC CONCCONCCONCCONCCONCSS 1 SFDBSTCO NC CONCGR GR GR GR GRS SCONCCONCCONC 72" CONC SW42" CONC SW 24 " ROLLE D CURB PLEASANT ST 16.5’ BSTCONC15.5’24" ROLLED CURB24" ROLLED CURB42 " CONC SWNC 211 RAEFORD RD 29’ BST SR 2072 BETHUNE AVE 20’ BST11.5’ GR21’ BSTSEAGRAVE ST8" PVC 8" P VC8" PVC8" PVC8" PVC8" PVC8" P VC 8" PVC8" PVC8" DIP8" PVC 6" PVC8" PVC 8" PVCKARY HAILEY AND GEORGIA HINTON DAVID L. HAILEY AND HUSBAND, KARY H. HAILEY CHURCH PRESBYTERIAN BARBEQUE NCDOT UNKNOWN OWNER GAIL ROGERS CORLEY IDEL L A H O U G H WILLIAM HENRY MARKS GAIL ROGERS CORLEY ARC/HDS MOORE APARTMENTS CORPORATION DELL CRUMPTON DELL CRUMPTON EIP REBARREBARREBARREBAR EI PMONREBARREBAR8" PVC 8" PVC EIP BL-102 BL-103BY4- 3 1 1 B Y4-310 E XIS TI NG R/WE XIS TI NG R/W50.00’EXISTING R/WEXISTING R/W40.00’ REBAR REBAR EXISTING R/W EXISTING R/W100.00’AXLEEXISTING R/WEXISTING R/W40.00’ FINLEY WAY DR EXISTING R/W EXISTING R/W 100.00’EIP EIP EIP MONUNKNOWN OWNER WD WD WD WD WD 1SFDEXISTING R/WEXISTING R/W79 80 W/LT W/LTW/LT LT W/LT LTT TCT C C T T TCE OI MTR 25 PR 25 PR 25 PR24 FO24 FO24 FO 10" P VC10" PV C EIP REBAR WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODSGR48" CHLG W/LT W/LT SOI LEI PLST25 PR2" PLSR 2125 BETHUNE AVE 19’ BSTTERRA L. D. HOLMES 1SFD HOWARD THELMA D. MARGARET R. MANSON SCHLOEGL ROBERT L. RUINS PHILLIPS RHONDA AND GERTRUDE 1SFD CRUMPTON DELL BOWENS PRISCILLA AND ENGLE JOSEPH JANICE BRODY CAROLYN J. HAGY 2SBK APT JOHNSIE T. DUPLESSIS AND WIFE, BRENT R. DUPLESSIS PANOS CHRIST P. STANCIL CHARLESSR 2064 E SOUTH ST 25’ BSTLONNIE LITTLE WOODS CHURCH PRESBYTERIAN BARBEQUE MARKS WILLIAM HENRY JOHNNY J. REDDIC ALGENE JOHNSON JOHNNY J. REDDIC HABITAT FOR HUMANITY PROPERTIES, LLC TIARA WILLIAM H. MARKSMARKSWILLIAM HENRYTHELMA D. HOWARDASSOCIATION, INC TOWNHOME OWNERS FINLEY PINES SHAVONNE McCOY JOHNNY J. REDDICT OWN OF ABERDEENT S&G DR S &G D R ZACHARY MARTIN FRANKLIN KIMBLE JOHN CALVIN HILL ARDELLA WASHINGTON 15" RCP54" RCPHW CONC INV=343.03’ INV=344.67’ 18" CLAYHWC O N C H WC O N C HW CONC 18" RCP24" HDPE 15" HDPE HDPE15" 15" RCP INV=349.51’INV=349.94’TOP=356.46’INV=350.08’INV=350.77’TOP=356.44’INV=350.84’INV=349.70’15" R CP 30" RCP30 " RCP30 " RCPCBCB3453 4 5 345345345350 350350350350350350350350350350 3503 5 5 3 5 5 355 355355 3553553553 5 5 35 5 35535535535535535535535536 0 360 3603603603 6 0 360360360360360360360 36036 0 360 360360365365365365 365 365365365 36536536536 536536537037037037037037 0 370370 370 370375 3753753 7 5 37538 0 3803803803803803 8 03853 8 5 38 5 3853 8 5 3853 8 53903 9 0 390 39039039 0 3 9 0 390 390 390 395395395 395395395 3953953953954 0 0 40040 0 4004054054054104104 1 0 415341342342342343 343343 343343 343 343 3 4 4 34434434434434 4 344344 346346346347347347348348348348348 3493493493 4 9 349 351351351351 351351 351351351 352352352352 352352352 352352 352352352 352 35 3 353 353 353353 353 35335335 3353353 353354354 354 3543543 5 4354354354 3 5 4 354 354 354 354 356 356 356356356356356356356 356 356 35 7 35 7 357 3573 5 7 357357357 35 7 357357357 357 3573583583 5 8 3 5 8 358358358358358358 358358358 358 3 5 9 359359 35935 935935935935936 1 361 361361361361361 3613 6 2 36 2 362362362363363363 363363363 363 363 363 364 364364 3643 6 4 364364364 366366366 36 6 3 6 6 36636636 6 367367 367367 367367367 368368 3 6 8 36 8 368368369369 36 9 3693 6 9 369369371 371 371371372372 3 7 2 372 3 7 2373373 3 7 3374374 3743 7 6 376376377377 3 773783783 7 8379379379379381 3813813 8 2 38238238338 3 3833 8 3 3 8 4 38 4 384 384 3 8 6 3863 8 6 387 3 8 7 3 8 7 388 3883883 8 8389389 389 3893 9 1 391 39 1 391391 391 391392392392 392 392 39 2 392393 3 9 3 393 3933943 9 4 3 9 4 3 94396396 396 396396396 397397397397 3973983983993 99401 4014024024 0 3 40440 6 406407407408 409411412413414416INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02.02.04 .03 .04 .02.02 EXI ST. .03 . 02 . 02 .0 1 .00 .01.02.03.02.02.02.02.02E XIST ..02.02 .02 .02 .01 .00 .01 +75.00 IN C.20’ (T YP) .02 .02.03.04.04 .03 +25.00 .02 .01 .00 .02EXIST.EXI ST. .04.04.03.03.02.02. 0 2 . 03 . 02 . 0 2 . 0 1 . 01 . 00 . 02. 0 3. 0 4.01.00.01.02.02 .03 .04 +07. 00 (TYP)INC13’ .02.02.02.02+40.00(TYP) INC 15’ .02INC 15’ (TYP)+30.00(TYP) 15’ INC BREAK ACCESS WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 16 OF 60 PERMIT DRAWING GRAPHIC SCALE 0’100’100’ E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND 10+0010+00-Y4B--Y4A-15+00 -Y5A-- Y4- 35+00 45+00-L- 10+00CR CR CR CR CR CR 33 386 385 387 32 384 30 28 383382 26 2524 7 29 31 23 22 21 380 381 379 378 377 376 20 19 18 7 34 26A 384A 385A 383A 58.61’ -Y5A- +10.00 50.00’ +75.00 F F F C F F F F F C C F F F F F F F F F F F F F F F F F C F F C C F F F C F F F F F F F F F F F F FF F F FCCF FFC C F F DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh06_con.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 5MATCHLINE -L- STA. 34+00.00SEE SHEET 7MATCHLINE -L- STA. 47+00.00www.rkk.com Engineers | Construction Managers | Planners | Scientists -L- -L- (NC 211) -Y4- (SOUTH STREET) -Y4- (SOUTH STREET) NC 211 4,900 100 100 4,800 12,500 7,800 ADT 2024 5,608 3,532 3,432 8,828 OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS FOR -L- USE RADIUS TYPE DRIVE TURNOUT 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH DESCRIPTION Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN PAVEMENT REMOVALNAD 83CURB + GUTTER LOCATIONS 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 1’-6" C+G 1’-6" C+G 1’-6" C+G 1’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G 2’-6" C+G -L- -Y5A- -Y5A- -L- -Y4A- -Y4A- -L- -L- -L- -L- -L- -L- -Y4- -Y4- -L- ALN STATION 16+13.07 10+41.00 10+52.96 40+62.28 31+53.80 35+79.63 40+30.40 42+87.96 32+34.66 10+90.02 10+90.00 41+35.19 11+66.29 11+59.76 46+06.52 47+69.30 12+00.18 11+90.84 43+90.61 13+11.93 13+10.96 39+03.71 47+24.15 42+23.46 39+31.87 34+91.17 50+97.53 10+70.59 11+16.99 38+33.82 STATION LOC LT LT RT LT MEDIAN MEDIAN MEDIAN MEDIAN RT LT RT RT LT RT RT ADT 2044 FOR -Y4-, -Y4A-, -Y4B- & -Y5A- DETAILS, SEE SHEET 2E-2 FOR -Y5A- PROFILE, SEE SHEET NO. 106 FOR -Y4B- PROFILE, SEE SHEET NO. 106 FOR -Y4A- PROFILE, SEE SHEET NO. 105 FOR -Y4- PROFILE, SEE SHEET NO. 105 FOR -L- PROFILE, SEE SHEET NOS. 74 & 75 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, SITE 7 SITE 8 SITE 8 ENGLISH SITE 6 SITE 6 SITE 6A C C C C C C C C 068 6 068 2 0680 068 4 CB TO DRAIN GRADE CB CB CB CB CB CB CB CB CBCB CBCB CB HW HW CB 15" RCP-IV 18" RCP-IV 24" RCP-IV 15" RCP-IV 15" RCP-IV RCP-I V 15 " 24" 24"24"RCP-IV 24" 24"REMOVE REMOVE (BURIED 1’)66" RCP-IVRCP-V18" RCP-V 15" RCP-V 15" 15" RCP-VRCP-V 15" 18" RCP-IV (BURIED 1’)66"RCP-V 15" RCP-V 18" RCP-IV 24" RCP-V 15" RETAIN 24"1 5 " 36" RCP-IV RETAIN CB EXISTING EST 120 SY GF EST 41 TON SEE DETAIL NA w/ CL I RIPRAP SPECIAL LATERAL ’V’ DITCH TB-2GI RCP-V 15" TB-2GI TB-2GI CB-SEE PSH 2D-6 TB-2GI 18" RCP-IV 15" RCP-IV 24" 15" RCP-V RCP-IV 24" SEE DETAIL TA w/ CL I RIPRAP SPECIAL LATERAL ’V’ DITCH (NO GEOTEXTILE) SEE DETAIL TA w/ CL I RIPRAP SPECIAL LATERAL ’V’ DITCH SEE DETAIL GB w/ CL B RIPRAP TOE PROTECTION EST 146 SY GF EST 90 TON SEE DETAIL NA w/ CL I RIPRAP ’V’ DITCH SPECIAL LATERAL REMOVE SEE DETAIL MA ’V’ DITCH SPECIAL LATERAL SEE DETAIL MA ’V’ DITCH SPECIAL LATERAL CB SEE DETAIL MA ’V’ DITCH SPECIAL LATERAL REMOVE REMOVE RETAIN INV=390.60’ 24’ LF OF 15" HDPE REMOVE EST 67 SY GF EST 44 TON CLASS I RIP RAP SEE DETAIL BD HOLE STABILIZATION BANK & SCOUR CB EST 471 SY GF EST 157 TON SEE DETAIL UA w/ CL B RIPRAP SPECIAL LATERAL V-DITCH EST 30 SY GF EST 14 TON SLOPE=5.5% L=29 FT SEE DETAIL BB w/ CL I RIPRAP STANDARD V-DITCH FROM STA. 45+50 TO 47+50 LT UPDATE FILL SLOPE TO 3:1 EST 120 SY GF EST 41 TON SEE DETAIL NA w/ CL I RIPRAP SPECIAL LATERAL ’V’ DITCH SEE DETAIL GA TOE PROTECTION 15" RCP-IV EST 52 SY GF EST 35 TON SEE DETAIL BD CL I RIP RAP PLUG AND FILL Submitted 6/24/2021 348.93 0.0200.020 3:1 3:1348.94 0.0200.020 3:1 3:1349.78 0.0200.020 3:1 3:1350.35 0.0200.020 3:1 3:1350.97 0.0200.020 3:1 3:1351.53 0.0200.020 3:1 4 :1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_L.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16350 350 360 360 340 34035+00.00 350 350 360 360 340 340 35+50.00 350 350 360 360 340 34036+00.00 350 350 360 360 340 34036+50.00 350 350 360 360 340 34037+00.00 350 350 360 360 340 34037+50.00 S1 X-15R-5709 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDSWETLANDSWETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDSWETLANDSWETLANDS SHEET 17 OF 60 PERMIT DRAWING ENGLISH SITE 6 SITE 7 Submitted 6/24/2021 WETLANDS WETLANDS WETLANDS WETLANDS ENGLISH SHEET 18 OF 60 PERMIT DRAWING 362.27 367.94 0.0200.020 3:1 3:1361.90 3:13:1 0.0200.020 362.49 3:13:1 0.0200.020 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 4/26/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_Y4.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16360 360 370 370 350 350 10+50.00 360 360 370 370 380 380 350 350 11+00.00 360 360 370 370 380 380 350 350 11+50.00 360 360 370 370 380 380 350 35012+00.00 S1 X-167R-5709 -Y4- 5 10 SITE 6 Submitted 6/24/2021 WETLANDS WETLANDS ENGLISH SHEET 19 OF 60 PERMIT DRAWING 363.57 3:13:1 0.0200.020 365.27 3:13:1 0.0200.020 363.48 3:13:1 0.0200.020 361.63 3:13:1 0.0070.020 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 4/26/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_Y4.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16360 360 370 370 380 380 350 350 12+50.00 360 360 370 370 350 350 13+00.00 360 360 370 370 350 350 13+50.00 360 360 370 370 350 350 14+00.00 S1 X-168R-5709 -Y4- 5 10 SITE 6A Submitted 6/24/2021 CL 355 350 345 340 -100 100 4/26/2021...\Drawings\R5709_hyd_prm_wet.dgnUSER:KAlfordPROJ. REFERENCE NO.SHEET NO.6/23/163:1 (skewed 88.4*) SHEET 20 OF 60 PERMIT DRAWING EXISTING ROADWAY NATURAL GROUND ENGLISH -L- STA. 34+62 SITE 8 (length=152’) 66" RCP-IV (BURIED 1’) 2.21% NWS=344.9’ =341.85’ PROPOSED ELEVATION =345.20’ PROPOSED ELEVATION Submitted 6/24/2021 WJ S 1SFD 1SFD CONC36" PI CKET1SBLK CHURCH 1SFD S S CHL CEMETERY 1SBLKDS S S S 1SFD 1SFD 36" WD36" WDS S 1SFD 1SFD W S S SRIPRAP 72" CHL 3 SBW48" CHL 48" CHLRUINS RUINS GR GRGR GR GR GRGR GR GRGR NC 211 RAEFORD RD 42’ BST 12.5’ GR11’ GR11’ GR9.5’ GRCHARLES R. GILLIS AND DONALD E. GILLIS PC 15 SL 23245’ ACCESS EASEMENTDONALD E. GILLIS DB 4137 PG 13230’ ACCESS EASEMENTGLORIA McCALLUM JONESHATTIE ANGEL GLOVERBRENDA AHRNDT ROCKWELL AND WIFE, STEVEN TODD ROCKWELL CAROLYN McNAIR, ET ALSPC 2 SL 2-36 MAP 660’ ACCESS WAYEIP EIP EIP REBAR EIP EIP 37594 4 3 2 .9 7EXISTING R/W EXISTING R/W100.00’IPE IPE 243 W/LT W/LT W/LT W/LT W/LT T T T T T T WOODS WOODS WOODS WOODS WOODS WOODS WOODS AREA THAT ARE UNMARKED MAYBE MORE GRAVES IN THIS APPROXIMATE GRAVE LOCATIONS CEMETERY THE NATURE CONSERVANCY GLORIA McCALLUM JONESWOODS HOLLINESS CHURCH SHADY GROVE JANIE McMILLAN AND WIFE, JOHN W. McMILLAN LELA McNAIR MORRISON ALLEN PROPERTIES, LP NATIONAL RETAIL STRBAR, LLC ABERDEEN ROCKFISH RAILROAD CATHY R. HINTON AND WIFE, LARRY J. HINTONELIZABETH HOOD ANNIE LOIS MALLOY PERRY MARGARET LINDA GILLIS AND WIFE, CHARLES R. GILLIS RAILROAD ROCKFISH ABERDEEN TOWN OF ABERDEENEXISTING R/W 24" RCP 12" RCP 12" RCP 15" RCP TOP=465.42’ DI 18" RCP15" RCPRISER TOP=462.78’ INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02.02.02.02.02.02.02.02.02PROP. SBG GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF SHEET 21 OF 60 PERMIT DRAWING GRAPHIC SCALE 0’30’30’ HC HC CLEARING DENOTES HAND SEOI 150 PR 150 PR200 PR 200 PR 200 PR 25 PR 25 PR 6 FO 6 FO 8" PVC 8" PVC 165+00 MOORE COUNTYHOKE COUNTY160+00 -DR2A- -L- 128 111A 112 113 107 115 116 129 127 126 125124 123122 121120119 118 103.80’ +79.00 111B C C F F C F F C F C F C F C F C C C C C F FF F F C F F F C C C C CCCC C C C F FPF HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 15R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh15.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83 SEE SHEET 14MATCHLINE -L- STA. 155+00.00www.rkk.com Engineers | Construction Managers | Planners | Scientists FOR -DR2A- PROFILE, SEE SHEET NO. 121 FOR -L- PROFILE, SEE SHEET NO. 79 SEE SHEET 16MATCHLINE -L- STA. 167+00.00OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH DESCRIPTION Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGNPAVEMENT REMOVAL LOC CURB + GUTTER LOCATIONS ALN STATION STATION 1’-6" C+G -L- -L-161+18.55 163+93.98 1’-6" C+G 161+18.55 163+93.98 1’-6" C+G -L-155+04.61 160+29.61 MEDIAN SBG -L-165+23.91 169+57.10 RT MED. RT MED. LT PROPOSED SIGNAL SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, -L- Sta. 167+68.56 LP SITE 9 Q10=0.7cfs V10=0.66fps ENGLISH EXISTING SWALE TIE CUT DITCH INTO -DR2A- 133.00 +01.00 F 15" REMOVE REMOVE REMOVE REMOVE 15" SEE DETAIL DB BERM DITCH 2GI-A 30" 2GI-A BDO 2GI-A15"30" 30" 3 0" BDO 2GI-A 2GI-A30" 30"15"15" 15" FS FS FS FS FS SEE DETAIL SB W/CL I RIP RAP LATERAL 2’ BASE DITCH 30" 15" 15" 15"15" SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL CB BERM DITCH SEE DETAIL DB BERM DITCH 2GI-A BDO SEE TYPICAL A SPECIAL CUT DITCH 2GI 8"DIP RETAIN 10’ EST. 6 SY GF EST. 2 TONS CL B RIP RAP SEE DETAIL GA TOE PROTECTION SEE DETAIL IH CURB CUT DITCH SPECIAL BACK OF 15" 15" 2GI 15" SEE DETAIL A SPECIAL CUT DITCH 15"2GI EST. 6 SY GF EST. 2 TONS CL B RIP RAP SEE DETAIL GA TOE PROTECTION Submitted 6/24/2021 WJ S 1SFD 1SFD CONC36" PI CKET1SBLK CHURCH 1SFD S S CHL CEMETERY 1SBLKDS S S S 1SFD 1SFD 36" WD36" WDS S 1SFD 1SFD W S S SRIPRAP 72" CHL 3 SBW48" CHL 48" CHLRUINS RUINS GR GRGR GR GR GRGR GR GRGR NC 211 RAEFORD RD 42’ BST 12.5’ GR11’ GR11’ GR9.5’ GRCHARLES R. GILLIS AND DONALD E. GILLIS PC 15 SL 23245’ ACCESS EASEMENTDONALD E. GILLIS DB 4137 PG 13230’ ACCESS EASEMENTGLORIA McCALLUM JONESHATTIE ANGEL GLOVERBRENDA AHRNDT ROCKWELL AND WIFE, STEVEN TODD ROCKWELL CAROLYN McNAIR, ET ALSPC 2 SL 2-36 MAP 660’ ACCESS WAYEIP EIP EIP REBAR EIP EIP 37594 4 3 2 .9 7EXISTING R/W EXISTING R/W100.00’IPE IPE 243 W/LT W/LT W/LT W/LT W/LT T T T T T T WOODS WOODS WOODS WOODS WOODS WOODS WOODS AREA THAT ARE UNMARKED MAYBE MORE GRAVES IN THIS APPROXIMATE GRAVE LOCATIONS CEMETERY THE NATURE CONSERVANCY GLORIA McCALLUM JONESWOODS HOLLINESS CHURCH SHADY GROVE JANIE McMILLAN AND WIFE, JOHN W. McMILLAN LELA McNAIR MORRISON ALLEN PROPERTIES, LP NATIONAL RETAIL STRBAR, LLC ABERDEEN ROCKFISH RAILROAD CATHY R. HINTON AND WIFE, LARRY J. HINTONELIZABETH HOOD ANNIE LOIS MALLOY PERRY MARGARET LINDA GILLIS AND WIFE, CHARLES R. GILLIS RAILROAD ROCKFISH ABERDEEN TOWN OF ABERDEEN24" RCP 12" RCP 12" RCP 15" RCP TOP=465.42’ DI 18" RCP15" RCPRISER TOP=462.78’ 415 415415415420420420425425 4254254254254 2 5 425425430430 43043043 0 430430430 435435435 435 435 435435435435 4354404404404404404 40 440 4404404 40 445445445 445 445 445445445445445 450450450 450 450 450450 450 4 5 0455 455455455 455 455 455 4554 5 5 455455 460460 460 460 460 460460460460 460 460460 465465465465 4 6 5465 4654 65 465465 465 4 65470470470 413414416416416 417 4 174 1 7 418418419 419421422 422422423423424 424424426426426426 426426427 427427427428 428 428428428428429 429 429429 429431 431431 431431 432432 432432432433433 4 33 433433433434 434434 434 434434434436436436 436436 437437 43743 74374384384384 3 8438 438438 439439 43943 9439439439 441441 441441441442442 442 442442442443443 443443444444444 444 444444 44644 6 446446446 447447 447 447447 448448 448448448 448 449449 449 4494494 4 9 449 451451451451452 452452452452 452453453 453453454 454454454454454456456456456456 457457 457457 457 458458458 458458 459459 459459 459461 461461 461461461461 462462462462462462462 463463 463 463463463463463 463463463 464464464 464464466466466 46646646 6466467467 4674 67468 468 468469 471 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02.02.02.02.02.02.02.02.02PROP. SBG GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF SHEET 22 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND SEOI 150 PR 150 PR200 PR 200 PR 200 PR 25 PR 25 PR 6 FO 6 FO 8" PVC 8" PVC 165+00 MOORE COUNTYHOKE COUNTYPI Sta 12+14.47 D L = 61.88’ T = 35.61’ R = 50.00’ 160+00 -DR2A- -L- 128 111A 112 113 107 115 116 129 127 126 125124 123122 121120119 118 111B C C F F C F F C F C F C F C F C C C C C F FF F F C F F F C C C C CCCC C C C F FPF HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 15R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh15_con.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83 SEE SHEET 14MATCHLINE -L- STA. 155+00.00www.rkk.com Engineers | Construction Managers | Planners | Scientists FOR -DR2A- PROFILE, SEE SHEET NO. 121 FOR -L- PROFILE, SEE SHEET NO. 79 SEE SHEET 16MATCHLINE -L- STA. 167+00.00OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH DESCRIPTION Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGNPAVEMENT REMOVAL LOC CURB + GUTTER LOCATIONS ALN STATION STATION 1’-6" C+G -L- -L-161+18.55 163+93.98 1’-6" C+G 161+18.55 163+93.98 1’-6" C+G -L-155+04.61 160+29.61 MEDIAN SBG -L-165+23.91 169+57.10 RT MED. RT MED. LT PROPOSED SIGNAL SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, -L- Sta. 167+68.56 LP SITE 9 Q10=0.7cfs V10=0.66fps ENGLISH EXISTING SWALE TIE CUT DITCH INTO 15" REMOVE REMOVE REMOVE REMOVE 15" SEE DETAIL DB BERM DITCH 2GI-A 30" 2GI-A BDO 2GI-A15"30" 30" 3 0" BDO 2GI-A 2GI-A30" 30"15"15" 15" FS FS FS FS FS SEE DETAIL SB W/CL I RIP RAP LATERAL 2’ BASE DITCH 30" 15" 15" 15"15" SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL CB BERM DITCH SEE DETAIL DB BERM DITCH 2GI-A BDO SEE TYPICAL A SPECIAL CUT DITCH 2GI 8"DIP RETAIN 10’ EST. 6 SY GF EST. 2 TONS CL B RIP RAP SEE DETAIL GA TOE PROTECTION SEE DETAIL IH CURB CUT DITCH SPECIAL BACK OF 15" 15" 2GI 15" SEE DETAIL A SPECIAL CUT DITCH Submitted 6/24/2021 434.04 0.0280.012 STA. 11+73.95 -DR2A-2.95:13.09:1 RT_GS_OS_GR_Face_Graphics 3.08:16:1 3.38:16:1 6 :1 6:1 0.0200.020 4 :1435.27 437.40 431.80 431.11 0.013 0.027 STA. 11+23.82 -DR2A-2.95:13.07:1 RT_GS_OS_GR_Face_Graphics6:1 6:1 0.0200.020 436.36 6 :1 3:1432.80 3:1428.19 428.74 0.016 0.024 STA. 10+73.68 -DR2A-2.97:13.04:1 RT_GS_OS_GR_Face_Graphics6:1 6 :1 6:1 0.0200.020 435.52 3:1432.25 2.76:1424.81 427.18 RT_GS_OS_GR_Face_Graphics6:1 6 :1 6:1 0.0200.020 434.85 3:1431.70 3:1425.73 RT_GS_OS_GR_Face_Graphics6:1 0.0200.020 434.37 6 :1 6:1 3:1431.15 3:100 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_L.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16420 420 430 430 440 440 410 410 165+00.00 420 420 430 430 440 440 410 410 165+50.00 420 420 430 430 440 440 410 410 166+00.00 420 420 430 430 410 410 166+50.00 420 420 430 430 410 410 167+00.00 S1 X-79R-5709 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS SHEET 23 OF 60 PERMIT DRAWING ENGLISH SITE 9 Submitted 6/24/2021 SE WI WI WI GR1SFD CONC CONC S 36" WD MTL S 36" WD LITTLE LILLY DR1SFD G S HTR S S S S 1SFD 2SFD CONC S S 1SFD CONC WD 48" CHL RUINSSWGRGRGRGR GR GRGR GR GRGRS 11.5’ SOIL11’ SOILGR 15.5’ GR GR GR10’ GRPARKER D. LYNCH PC 2 SL 2-95, MAP 750’ ACCESS & UTI LI TY EASEMENTEIP EIPEIP EIP REBAR REBAR REBAR EIP REBAR EIP EIP PARKER D. LYNCH GRNC 211 ABERDEEN RD 27’ BST TOP ELEV=423.28’ IN CONC SLAB 12" DIA. ORIFACE WD W/LT W/LT T T T T T WOODS WOODS FALLOW FALLOW WOODS WOODS WOODS WILMINGTON TRUST CLARENCE BETHEA TIMMOTHY CLARENCE BETHEA AND MARY BETHEA SMITH CHARLENE DENISE SMITH JEREMIAH N. RHOADS THE NATURE CONSERVANCY STEVEN D. MILLS AND HUSBAND, STACI PRICE MILLS THE NATURE CONSERVANCY THE NATURE CONSERVANCY ET ALS CAROLYN McNAIR, REBAR NC 211 ABERDEEN RD 27’ BST WOODS 15" RCP 15" RCP 24" RCPINV=440.04’ INV=441.46’ INV=422.08’8" DIPINV=421.40’ 1 - 3X3 BARRELHW/WW CONC WW’S ARE BURIED CONC. HW/WW WW’S ARE BURIED CONC. HW/WW INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION POOL Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02.01.00.01.02.03.03.02.03.03.02.0240’ (TYP)+64.88.02.02.01.01.02.02.02.01.00.01.02.0340’ (TYP)+88.55.03.03.01.00 .01.01 .02.02 .01 GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 24 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND GRAPHIC SCALE 0’30’30’ 170+00 175+00 -L--DR2B-10+00-DR2C-10+00131129 116 130 116 116 137 136 135 134 133131 CHORD F F C F F C C F C F F F C C C C F F F F F F F F C C F F F C C C C C C C C C F F F F C F FCCCCCFCCCCC150 PR 150 PR 150 PR 200 PR 200 PR 25 PR 6 FO 6 FO 6 FO 8" PVC 8" PVC DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 16R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh16.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83 www.rkk.com Engineers | Construction Managers | Planners | Scientists SEE SHEET 17MATCHLINE -L- STA. 180+00.00SEE SHEET 15MATCHLINE -L- STA. 167+00.00OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH DESCRIPTION Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CURB + GUTTER LOCATIONS SBG SBG ALN -L- -L- STATION 165+23.91 179+34.90 STATION 169+57.10 181+92.22 RT RT LOC SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, FOR -DR2C- PROFILE, SEE SHEET NO. 124 FOR -DR2B- PROFILE, SEE SHEET NO. 121 FOR -L- PROFILE, SEE SHEET NOS. 79 & 80 SITE 10SITE 10 ENGLISH F 15" RC P -IV FS FS FS 15" 15" GRADE TO DRAIN REMOVE REMOVE REMOVE REMOVE 15" 15" 2GI-A48" RCP-III48"30" 15" RCP-IV 15" RCP-IV 2GI-A 2GI-A 2GI30" RCP-III30" RCP-III24" 18" 2GI15" RCP-IV SEE TYPICAL A SPECIAL CUT DITCH ELBOWS 15" w/ TB 2GI TB 2GI SEE DETAIL SB W/CL I RIP RAP LATERAL 2’ BASE DITCH TB 2GI 54" RCP-IIIRETAIN SEE DETAIL GC 2’ TAIL BASE DITCH 8"DIP RETAIN 10’ HW 2GI-A SEE TYPICAL XA SPECIAL CUT DITCH DAYLIGHT 0.3% GRADE TO SEE DETAIL AD SPECIAL CUT DITCH SEE DETAIL E SPECIAL CUT DITCH SEE DETAIL E LATERAL V DITCH SPECIAL TIE TO EXISTING SWALE ELIMINATE CUT DITCH GRADE TO DRAIN ELIMINATE CUT 2GI SEE DETAIL A SPECIAL CUT DITCH EST. 33 TONS SEE DETAIL HC CHANNEL STABILIZATION CL I RIP RAP OUTLET EST. 6 SY GF EST. 2 TONS CL B RIP RAP EST. 28 SY GF EST. 11 TONS CL B RIP RAP SEE POND OUTLET CONTROL DETAIL X. OUTLET CONTROL STRUCTURE (CON. BOX W/8" DIP LOCATED OFF R/W). BY RETAININIG A PORTION OF THE EXISTING BUT THE WETLANDS ARE BEING MAINTAINED NOTE: THE POND IS BEING ELIMINATED, SEE DETAIL GA TOE PROTECTION PLUG AND FILL 54" RCP-IIISEE DETAIL GA TOE PROTECTION Submitted 6/24/2021 SE WI WI WI GR1SFD CONC CONC S 36" WD MTL S 36" WD LITTLE LILLY DR1SFD G S HTR S S S S 1SFD 2SFD CONC S S 1SFD CONC WD 48" CHL RUINSSWGRGRGRGR GR GRGR GR GRGRS 11.5’ SOIL11’ SOILGR 15.5’ GR GR GR10’ GRPARKER D. LYNCH PC 2 SL 2-95, MAP 750’ ACCESS & UTI LI TY EASEMENTEIP EIPEIP EIP REBAR REBAR REBAR EIP REBAR EIP EIP PARKER D. LYNCH GRNC 211 ABERDEEN RD 27’ BST TOP ELEV=423.28’ IN CONC SLAB 12" DIA. ORIFACE WD W/LT W/LT T T T T T WOODS WOODS FALLOW FALLOW WOODS WOODS WOODS WILMINGTON TRUST CLARENCE BETHEA TIMMOTHY CLARENCE BETHEA AND MARY BETHEA SMITH CHARLENE DENISE SMITH JEREMIAH N. RHOADS THE NATURE CONSERVANCY STEVEN D. MILLS AND HUSBAND, STACI PRICE MILLS THE NATURE CONSERVANCY THE NATURE CONSERVANCY ET ALS CAROLYN McNAIR, 15" RCP 15" RCP 24" RCPINV=440.04’ INV=441.46’ INV=422.08’8" DIPINV=421.40’ 1 - 3X3 BARRELHW/WW CONC WW’S ARE BURIED CONC. HW/WW 405410415415415415415415415415 41541541542 0420420420420420420420420 42 542542 5425425425425 42542 5 42 5 42543 0 430 43 0430430 4304304304304 3 0 43043 5 43543543 54354 3 5435 4 4 0 4 40440440 4 4 0440 44544544 54454 4 5 4 4 5 445 4 5 0 4 5 0 450 4504504 5 0 4 5 0 4504 5 0455455 45 5 455 455 4554554 5 5 455 455455455 455460460 460 4 6 0 46 0 460460460460 460460465465 465 46 5 46 5 46 5 465470470 406407 4 0 8411411 412412412 41341 3 41341341341 3 4 1 4 414 4144 14 4 14 4 1 6416 416416416416 417417417417417417417 41 8418418418418419419419419419419421421421421421421 422422422422 4 22422422 423423 423423 42 3 42 4 424 424424424 42 6 42 6 42 6426426 4274 2 7 427 4274274274284284 2 8 428429429429429 4 3 143143143143243 2 432432 4 3 3 4 3 3 4334334 3 3 43 4434434 4 3 4 43443 4 4 3 6 4 36 4 3 6 436437 4 3 74374 37 43743743843843 8 438 439 439 4 39 441 4 4 1 441 4 41 442 442 4 4 2 442 443443443 4444 44 4 4 4 44444444 64464 4 6 4464474474474 4 7 4 4 7 4 4 8 448 448448 448449 449 44 9 449449451451 4514514514514 51452452452452 4 5 2 4524 5 2453453 4534 5 3 4 5 3 453454454454454454 454454454456456456456 456 4 5 645 64564574574574 5 7 4574 5 7458458458 45845845 84594 5 9 4 5 9 4594594 6 1 4614 6 1 4614 61 461461461462462 462462462 4624634634634634 6 4 464 4 6 4 464466466 466 466 4 66 467 467 467468 46 846 9 469 471472473 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION POOL Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.02.01.00.01.02.03.03.02.03.03.02.0240’ (TYP)+64.88.02.02.01.01.02.02.02.01.00.01.02.0340’ (TYP)+88.55.03.03.01.00 .01.01 .02.02 .01 GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 25 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND 170+00 175+00 -L--DR2B-10+00-DR2C-10+00131129 116 130 116 116 137 136 135 134 133131 CHORD 150 PR 150 PR 150 PR 200 PR 200 PR 25 PR 6 FO 6 FO 6 FO 8" PVC 8" PVC DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 16R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh16_con.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83 www.rkk.com Engineers | Construction Managers | Planners | Scientists SEE SHEET 17MATCHLINE -L- STA. 180+00.00SEE SHEET 15MATCHLINE -L- STA. 167+00.00OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH DESCRIPTION Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CURB + GUTTER LOCATIONS SBG SBG ALN -L- -L- STATION 165+23.91 179+34.90 STATION 169+57.10 181+92.22 RT RT LOC SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, FOR -DR2C- PROFILE, SEE SHEET NO. 124 FOR -DR2B- PROFILE, SEE SHEET NO. 121 FOR -L- PROFILE, SEE SHEET NOS. 79 & 80 SITE 10SITE 10 ENGLISH 15" RC P -IV FS FS FS 15" 15" GRADE TO DRAIN REMOVE REMOVE REMOVE REMOVE 15" 15" 2GI-A48" RCP-III48"30" 15" RCP-IV 15" RCP-IV 2GI-A 2GI-A 2GI30" RCP-III30" RCP-III24" 18" 2GI15" RCP-IV SEE TYPICAL A SPECIAL CUT DITCH ELBOWS 15" w/ TB 2GI TB 2GI SEE DETAIL SB W/CL I RIP RAP LATERAL 2’ BASE DITCH TB 2GI 54" RCP-IIIRETAIN SEE DETAIL GC 2’ TAIL BASE DITCH 8"DIP RETAIN 10’ HW 2GI-A SEE TYPICAL XA SPECIAL CUT DITCH DAYLIGHT 0.3% GRADE TO SEE DETAIL AD SPECIAL CUT DITCH SEE DETAIL E SPECIAL CUT DITCH SEE DETAIL E LATERAL V DITCH SPECIAL TIE TO EXISTING SWALE ELIMINATE CUT DITCH GRADE TO DRAIN ELIMINATE CUT 2GI SEE DETAIL A SPECIAL CUT DITCH EST. 33 TONS SEE DETAIL HC CHANNEL STABILIZATION CL I RIP RAP OUTLET EST. 6 SY GF EST. 2 TONS CL B RIP RAP EST. 28 SY GF EST. 11 TONS CL B RIP RAP SEE POND OUTLET CONTROL DETAIL X. OUTLET CONTROL STRUCTURE (CON. BOX W/8" DIP LOCATED OFF R/W). BY RETAININIG A PORTION OF THE EXISTING BUT THE WETLANDS ARE BEING MAINTAINED NOTE: THE POND IS BEING ELIMINATED, SEE DETAIL GA TOE PROTECTION PLUG AND FILL Submitted 6/24/2021 423.32 RT_GS_OS_GR_Face_Graphics6:1 0.0200.020 434.07 6 :1 6:1 3:1430.60 3:1418.30 RT_GS_OS_GR_Face_Graphics6:1 0.0200.020 433.96 6 :1 6:1 3:1430.05 3:1423.39 RT_GS_OS_GR_Face_Graphics6:1 0.0200.020 434.02 6 :1 6:1 3:1430.50 3:1425.00 RT_GS_OS_GR_Face_Graphics6:16:1 0.0200.020 434.35 6 :1 6:1 3:1430.96 3:100 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_L.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16420 420 430 430 410 410 167+50.00 420 420 430 430 410 410168+00.00 420 420 430 430 410 410168+50.00 420 420 430 430 410 410 169+00.00 S1 X-80R-5709 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET 26 OF 60 PERMIT DRAWING ENGLISH SITE 10 Submitted 6/24/2021 WM S S CABLE & WD POST MTL B 2SFD S OI LS OIL SHTR GRGR GR11’ G R 9. 5’ GR9.5’ GRREBAR S 4 1 1 4 ’58" W6 3 3.2 7’ MON S 4 1 1 4 ’5 8 " W8 6 2.15’N 4 8 3 5 ’ 0 9 " E EXISTING R/W EXISTING R/W100.00’W/LT TT T T T WOODS WOODS WOODS WOODS NC 211 ABERDEEN RD 25’ BST JEAN M. PRICE AND WIFE, RONALD C. PRICE WOODS KAY G. BOLIN AND WIFE, JOHN E. BOLIN ALMA C. BOWLING THE NATURE CONSERVANCY KAY G. BOLINAND WIFE,JOHN E. BOLIN 15" RCP 18" RCP 24" RCP15" RCP INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.03.03.02.01.00.01.02.02.03.04.03.02.02.00.01.01.02.04.04.04(TYP) 40’+82.59(TYP) 40’+05.74.04.04GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFFSHEET 27 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND 195+00 200+00 205+00 -L- 138 142 143 141 C C C C C C C C C C F C F F F F C C C F F F F F F F C EOI EOI 150 PR 200 PR 6 FO 8" PVC DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 18R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh18.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NA D 83www.rkk.com Engineers | Construction Managers | Planners | Scientists SEE SHEET 19MATCHLINE -L- STA. 206+00.00SEE SHEET 17MATCHLINE -L- STA. 193+00.00OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN FOR -L- PROFILE, SEE SHEET NOS. 80 & 81 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, DESCRIPTION ALN STATION STATION LOC -L-SBG RT CURB + GUTTER LOCATION 205+73.14 206+00.00 SITE 11 SITE 11 ENGLISH 15" RCP-III 15" RCP-III 15" RCP-III 2GI 2GI 2GI FS FS FS FS 15" 2GI-A 2GI-A24"30" RCP-IIIREMOVE SEE DETAIL E SPECIAL LATERAL V DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL JB 2’ BASE DITCH SPECIAL LATERAL SEE DETAIL HB w/CL I RIPRAP SPECIAL 4’ LATERAL BASE DITCH EST 38 SY GF EST 17 TON CL I RIP RAP SEE DETAIL LA V DITCH SPECIAL LATERAL PLUG AND FILL Submitted 6/24/2021 WM S S CABLE & WD POST MTL B 2SFD S OI LS OIL SHTR GRGR GR11’ G R 9. 5’ GR9.5’ GRREBAR S 4 1 1 4 ’58" W6 3 3.2 7’ MON S 4 1 1 4 ’5 8 " W8 6 2.15’N 4 8 3 5 ’ 0 9 " E EXISTING R/W EXISTING R/W100.00’W/LT TT T T T WOODS WOODS WOODS WOODS NC 211 ABERDEEN RD 25’ BST JEAN M. PRICE AND WIFE, RONALD C. PRICE WOODS KAY G. BOLIN AND WIFE, JOHN E. BOLIN ALMA C. BOWLING THE NATURE CONSERVANCY KAY G. BOLINAND WIFE,JOHN E. BOLIN 15" RCP 18" RCP 24" RCP15" RCP 380385385385390390390390390390390395395395395395 395400400400400400 400400405405405 405405405 405405410410410 410410410410415415415415415415415415420420420420420420425425425425425430430430430430430 430435435435435 435435 435435 435435440440440440 440440445445445 37637737837938138238338638 6387 387388388389389389389391391391391391392392392393393393 394394394 394396396396 396397397 397 397398398398 398399399399 399401401401 401402402 402 402403 403403404 404404406 406406406407 407407408 408408409409409411411411411412412412412413413413413414414414414414416416416 416417417417417417418418418418419 419419421421 421422422 422423423423424424424426426426426427427427427428428428428429429429429 429431431431431 4 3 1 432 432432432432433433433433434 434434434436436436 436 437437437 437438 438438438 438438439439 439441441 441 442442443443444444 446 446 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL.03.03.02.01.00.01.02.02.03.04.03.02.02.00.01.01.02.04.04.04(TYP) 40’+82.59(TYP) 40’+05.74.04.04GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF SHEET 28 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND 195+00 200+00 205+00 -L- 138 142 143 141 102.05’ +24.00 115.00’ +50.00 102.13’ +25.00 108.00’ +00.00 C C C C C C C C C C F C F F F F C C C F F F F F F F C EOI EOI 150 PR 200 PR 6 FO 8" PVC DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 18R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh18_con.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NA D 83www.rkk.com Engineers | Construction Managers | Planners | Scientists SEE SHEET 19MATCHLINE -L- STA. 206+00.00SEE SHEET 17MATCHLINE -L- STA. 193+00.00OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN FOR -L- PROFILE, SEE SHEET NOS. 80 & 81 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, DESCRIPTION ALN STATION STATION LOC -L-SBG RT CURB + GUTTER LOCATION 205+73.14 206+00.00 SITE 11 SITE 11 ENGLISH 15" RCP-III 15" RCP-III 15" RCP-III 2GI 2GI 2GI FS FS FS FS 15" 2GI-A 2GI-A24"30" RCP-IIIREMOVE SEE DETAIL E SPECIAL LATERAL V DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL JB 2’ BASE DITCH SPECIAL LATERAL SEE DETAIL HB w/CL I RIPRAP SPECIAL 4’ LATERAL BASE DITCH EST 38 SY GF EST 17 TON CL I RIP RAP SEE DETAIL LA V DITCH SPECIAL LATERAL PLUG AND FILL Submitted 6/24/2021 SF WM SF SF WM WN WL PA2SFD 1SFD CONC 36" WD S S 1SFD GRGRGRGR 8’ SOIL9’ S OIL NC 211 ABERDEEN RD 25’ BST MON EIPEXISTING R/W EXISTING R/W100.00’WD W/LT T T WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS PASTURE KAY G. BOLIN AND WIFE, JOHN E. BOLIN NANCY STALKER WENNBERG DIANA M. ADAMS AND GARY ALLEN MOON KATHLEEN C. PRICE, ET ALS RUBY COTHRAN AND WIFE, J.R. COTHRAN KATHLEEN COTHRAN PRICE JEAN M. PRICE AND WIFE, RONALD C. PRICE NC 211 ABERDEEN RD 25’ BST 15" RCP HW BAGS CONC HW BAGS CONC 24" CMPHW BAGS CONC HW BAGS CONC INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF P P (POND) SURFACE WATER DENOTES IMPACTS IN SHEET 29 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND GRAPHIC SCALE 0’50’50’ E E IN WETLAND DENOTES EXCAVATION 150 PR 150 PR 200 PR 200 PR24 FO 24 FO 6 FO 6 FO 48 FO 48 FO 8" PVC 8" PVC O F 24 " P INE RR S P IKE IN BA S E 2 3 0 .0 1 ’ LE F T BL STA 199 + 54 .88 E 1 ,8 8 6 ,847 N 492 ,827 ELE V = 3 94 .69 ’BM # 11 210+00 215+00 -L- 142 144 145 146 148 147 143 114.00’ 100.00’ +96.00 140.00’ 121.00’ +55.00 140.00’ +76.00 F F F F C F C C C C C C F F F F C F F F C C F DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 19R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh19.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 8 3 SEE SHEET 20MATCHLINE -L- STA. 219+00.00www.rkk.com Engineers | Construction Managers | Planners | Scientists SEE SHEET 18MATCHLINE -L- STA. 206+00.00OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN FOR -L- PROFILE, SEE SHEET NO. 81 SEE SHEET 19AMATCHLINE SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, DESCRIPTION ALN STATION STATION LOC -L-SBG CURB + GUTTER LOCATION 211+26.17 -L-SBG RT209+50.17 LT 206+00.00 206+00.00 SITE 13 SITE 12 SITE 11 SITE 14SITE 14 ENGLISH Q10=84cfs V10=2.0fps 150 PR 8" PVC 100.00’ +41.98 CHORD SITE 14SITE 14 2GI2GI 24" RCP-III 15" RCP-III 24" w/ ELBOWS REMOVE 24" FS 24" 24" 2GI-A SEE DETAIL GA TOE PROTECTION REMOVE 24" RCP-III30 " w / ELBOWS EST 89 SY GF EST 48 TON CL I RIP RAP CMP AND HW’s REMOVE EXIST. 60" SEE DETAIL TC 6’ BASE DITCH TAIL SEE DETAIL WB w/CL I RIPRAP LATERAL 4’ BASE DITCH SEE DETAIL QB w/CL I RIPRAP LATERAL 5’ BASE DITCH 10yr HW/D=1.09 SEE DETAIL LB w/CL B RIPRAP 2’ BASE DITCH SPECIAL CUT SEE DETAIL RB w/CL I RIPRAP LATERAL 3’ BASE DITCH BY CONTRACTOR POND TO BE DRAINED 2GI 15" w/ ELBOWS COLLAR COLLAR COLLAR COLLAR SP. HW 42" RCP-IV42" RCP-IV(BURIED 1 FOOT)66" RCP-IV(BURIED 1 FOOT)66" RCP-IVINSTALLATION 42" WELDED STEEL TRENCHLESS 66" WELDED STEEL TRENCHLESS INSTALLATION 2GI 24" RCP-III 15" RCP-III FS 24" RCP-IIICMP AND HW’s REMOVE EXIST. 60" 2GI 15" w/ ELBOWS COLLAR COLLAR COLLAR COLLAR42" RCP-IV(BURIED 1 FOOT)66" RCP-IVINSTALLATION 42" WELDED STEEL TRENCHLESS 66" WELDED STEEL TRENCHLESS INSTALLATION Submitted 6/24/2021 SF SF WM WN WL PA2SFD 1SFD CONC 36" WD S S 1SFD GRGRGRGR 8’ SOIL9’ S OIL NC 211 ABERDEEN RD 25’ BST MON EIPEXISTING R/W EXISTING R/W100.00’WD W/LT T T WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS PASTURE KAY G. BOLIN AND WIFE, JOHN E. BOLIN NANCY STALKER WENNBERG DIANA M. ADAMS AND GARY ALLEN MOON KATHLEEN C. PRICE, ET ALS RUBY COTHRAN AND WIFE, J.R. COTHRAN KATHLEEN COTHRAN PRICE JEAN M. PRICE AND WIFE, RONALD C. PRICE 15" RCP HW BAGS CONC HW BAGS CONC 24" CMP37037037 0 3703703703 7 5375 375375 375375375375375380380380380 3803803803803 8 0 3803 8 5 3853853 8 5 385385385385385 385 3853903903 90 390390395 3953 9 5 3 9 5400 4 0 0 40 0 4004 0 5 4 0 5 405405 4054054104104 1 04104 10 410 41041041041041 5 41 5 4 1 5 415 41 5 4 2 0 4 2 0 420 367367368368368369 3693 6 9 36937137137 1 371371371371371372372372372 372372372372372 372373373373373374374374374 374376376 37637637 6 377377 377377377378378 378378378 379379 379379 3 7 9 381381 3 8 1 381381382382382 382382382383383383 383 3833 8 3 3 8 3 3 8 4 3843 8 4 384384 384384386386386386 386 3873873873873873883883883893 8 9 3893913913913913923 9 2 39239339 33943943 9 4396 3963963973973983983 9 8 39839939940140 1 40 1402402 4 02403403 4 0 3404404 4044064064064074 0 7 4 0 7408408408 4084 09 4 0 9 4094 09409411411 41141241241 2 41241341 3 41341 4 414 4 1 6 4164 1 7 417 4 18 418 4 1 9 419 4 2 1 42 1 42 2 423INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL GRAPHIC SCALE 0’100’100’ WETLAND DENOTES FILL INFF P P (POND) SURFACE WATER DENOTES IMPACTS IN SHEET 30 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND E E IN WETLAND DENOTES EXCAVATION 150 PR 150 PR 200 PR 200 PR24 FO 24 FO 6 FO 6 FO 48 FO 48 FO 8" PVC 8" PVC O F 24 " P INE RR S P IKE IN BA S E 2 3 0 .0 1 ’ LE F T BL STA 199 + 54 .88 E 1 ,8 8 6 ,847 N 492 ,827 ELE V = 3 94 .69 ’BM # 11 210+00 215+00 -L- 142 144 145 146 148 147 143 180.00’ +50.00 147.00’ 134.34’ 96.07’ +00.00 114.00’ 100.00’ +96.00 140.00’ 121.00’ +55.00 110.00’ 100.00’ +13.00 140.00’ +76.00 F F F F C F C F C C C F C C F F F F C F F F C C F DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 19R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh19_con.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 8 3 SEE SHEET 20MATCHLINE -L- STA. 219+00.00www.rkk.com Engineers | Construction Managers | Planners | Scientists SEE SHEET 18MATCHLINE -L- STA. 206+00.00OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN FOR -L- PROFILE, SEE SHEET NO. 81 SEE SHEET 19AMATCHLINE SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, DESCRIPTION ALN STATION STATION LOC -L-SBG CURB + GUTTER LOCATION 211+26.17 -L-SBG RT209+50.17 LT 206+00.00 206+00.00 SITE 13 SITE 12 SITE 11 SITE 14SITE 14 ENGLISH Q10=84cfs V10=2.0fps 2GI2GI 24" RCP-III 15" RCP-III 24" w/ ELBOWS REMOVE 24" FS 24" 24" 2GI-A SEE DETAIL GA TOE PROTECTION REMOVE 24" RCP-III30 " w / ELBOWS EST 89 SY GF EST 48 TON CL I RIP RAP CMP AND HW’s REMOVE EXIST. 60" SEE DETAIL TC 6’ BASE DITCH TAIL SEE DETAIL WB w/CL I RIPRAP LATERAL 4’ BASE DITCH SEE DETAIL QB w/CL I RIPRAP LATERAL 5’ BASE DITCH 10yr HW/D=1.09 SEE DETAIL LB w/CL B RIPRAP 2’ BASE DITCH SPECIAL CUT SEE DETAIL RB w/CL I RIPRAP LATERAL 3’ BASE DITCH BY CONTRACTOR POND TO BE DRAINED 2GI 15" w/ ELBOWS COLLAR COLLAR COLLAR COLLAR SP. HW 42" RCP-IV42" RCP-IV(BURIED 1 FOOT)66" RCP-IV(BURIED 1 FOOT)66" RCP-IVINSTALLATION 42" WELDED STEEL TRENCHLESS 66" WELDED STEEL TRENCHLESS INSTALLATION Submitted 6/24/2021 WN WN WN WN PA2 N 3223’36" W 489.81’N 1523’24" E357.00’N 3223’36" W 976.83’ JEAN M. PRICE AND WIFE, RONALD C. PRICE DB 410 PG 776 DB 200 PG 65 KATHLEEN COTHRAN PRICE INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh19A.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 8 3 www.rkk.com Engineers | Construction Managers | Planners | Scientists Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN SEE SHEET 19MATCHLINE SEE SHEET 18MATCHLINE SEE SHEET 18MATCHLINE SEE SHEET 19MATCHLINE 19A P P (POND) SURFACE WATER DENOTES IMPACTS IN GRAPHIC SCALE 0’100’100’ SHEET 31 OF 60 PERMIT DRAWING 144 142 BY CONTRACTOR POND TO BE DRAINED Submitted 6/24/2021 WN WN WN WNWN WN WN WN PA2 N 3223’36" W 489.81’N 1523’24" E357.00’N 3223’36" W 976.83’ JEAN M. PRICE AND WIFE, RONALD C. PRICE DB 410 PG 776 DB 200 PG 65 KATHLEEN COTHRAN PRICE 380 3 8 0 3 9 0 3 9 0 39039039039039 03903 9 0 390 3903903903903903903903903903903904 0 0 40 0 400400400400 4004004004 0 0400400400 400400400400400400400 4104 1 0 410 4 1 0410410410 410410420420420379381 3 8 1 382 383383383 38338 4 38 4384384 384384 3 8 4384 38 53853853 8 5385 38538538538 6 386 386 3 86386 3863863863 8 7387387 38 7 3873873873 8 8388388 388 388 38838838838838838 838 9389389389389389389 3893893893 9 1391391 391391391391 391391392392 392 3 9 2392 3923923923 9 3 393393 393 39 3 393393393393394394394 394394394 394394394395395395395 3953 9 5395 395395395396396 3 9 6 396 396 396 3963963963963 9 7 397397 397 397 39 7 397397397397397 397398398 398398 398398 398 398398398398398399399399399 399399399 399399399401 4014014014 0 1 401401401401402402402402402402402402402403403403403403 4034034034034044 0 4404404404404 404404404405405405405405405405406406406406 406407407407 407408408408408 4 0 8 409409409409409 4 11411411 4124124124 1 3 413413 4134 14 414414 4 1 5415415416416416 41 7 41 7417 418418 419 4 1 9 421421423INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh19A_con.dgnFBrooks8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 8 3 www.rkk.com Engineers | Construction Managers | Planners | Scientists Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN SEE SHEET 19MATCHLINE SEE SHEET 18MATCHLINE SEE SHEET 18MATCHLINE SEE SHEET 19MATCHLINE 19A P P (POND) SURFACE WATER DENOTES IMPACTS IN GRAPHIC SCALE 0’100’100’ SHEET 32 OF 60 PERMIT DRAWING 144 142 BY CONTRACTOR POND TO BE DRAINED Submitted 6/24/2021 NWS=372.4’ 4:1 (skewed 108*) 3:1 (skewed 108*) EXISTING ROADWAY NATURAL GROUND EXISTING DAM =368.50’ PROPOSED ELEVATION =370.90’ PROPOSED ELEVATION CL 370 -100 100 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R5709_hyd_prm_wet.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.6/23/16375 385 -50-150 15050 380 390 400 395 SHEET 33 OF 60 PERMIT DRAWING ENGLISH -L- STA. 208+07 SITE 14 0.80% (length=300’) 72" RCP-IV (BURIED 1’) Submitted 6/24/2021 377.57 RT_GS_OS_GR_Face_Graphics LT_GS_OS_GR_Face_Graphics 3:10.0400.040 396.05 6 :1 6:1 378.00 3:1 3:13:1 374.40 RT_GS_OS_GR_Face_Graphics LT_GS_OS_GR_Face_Graphics 3:10.0360.035 395.75 6 :1 6:1 374.95 3:1370.00 3:1 3:13:1 374.74 RT_GS_OS_GR_Face_Graphics LT_GS_OS_GR_Face_Graphics 3:10.0230.023 395.61 6 :1 6:1 371.90 3:13:1 373.75 3:1 3:1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_L.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16370 370 380 380 390 390 400 400 360 360 207+50.00 370 370 380 380 390 390 400 400 360 360 208+00.00 370 370 380 380 390 390 400 400 360 360 208+50.00 S1 X-95R-5709 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET 34 OF 60 PERMIT DRAWING ENGLISH SITES 11, 13 SITES 12 Submitted 6/24/2021 SJWW SJPB PCMTL4 8 " WW48" WW 72" WWBLK BARN1 SFDCONC1 SBLKGCONC1 SFDHTRHTR1 SBK BUSCONCSS 2 SFD1SBKD1 SFDBST72 " CHL72" CHL 3 SBW72 " CHL 3 S BW72" CHL 3 SBWBS T4 8 " WD & WWRUI NSRUI NSRUINSSSSWGRGR GRGRGRGRARTHUR LNASHBROOK LNWGR GRGR4 0.5’ BSTNC 2 1 1 ABERDEEN RD 2 6’ BST7’ GR8’ GR GR1 3.5’GR2 6. 5’8.5’ GR13’ GR13’ GRSL 2-12 MAP 160’ ACCESS EASEMENT30’ ACC E SS E AS E ME NT S L 3-59 MAP 5 50’ ACCESS EASEMENT SL 2-83 MAP 5S 5832’30" W308.44’S 3 12 7 ’ 3 0 " E6 6 4. 6 2’S 5832’30" W269.98’N 3 12 7 ’ 3 0 " W87 5. 0 8’N 5832’30" E309.57’S 312 7 ’ 2 7" E15 0. 3 4’S 5835’58" WS 5835’58" W153.76’175.00’S 3 1 2 4’ 0 2 " E11 0. 0 0’REBARREBARREBARN 5835’07" E323.11’S 5854’59" W476.20’S 3338’25" E188.72’N 3 134’ 3 0 " W13 0. 5 5’S 5825’30" WREBARS 5825’30" W403.36’N 6014’45" E275.68’N 31 14’ 55 " W12 0. 2 6’ REBAR 0.34’EI PS 6011’25" W120.12’0.04’EI PN 6011’38" E119.98’S 7339’47" W293.34’SIGNSIGNEXI STI NG R/WEXI STI NG R/W100.00’RIPRAPRI PRAPW/LTW/LTW/LTW/LTW/LTTTTTT TM TRMTRTW OOD SW OO D SCHRISTOPHER FOGLE ARTHUR S. JELLISON PHYLLIS SARAH BYRD MONICA K. ROBERSON AND WIFE, PHILLIP A. ROBERSON PASTURE PASTURE GR JOLLY GARDENER PRODUCTS, INC MICHAEL DIGONIS AND PANAYOTA DIGONIS CLARK WOODS TRAVIS D. ALFREY AND DEVELOPMENT, LLC GLOBAL PROPERTIES WOODS PANAYOTA TANYA CLARK AND WIFE, JOHN CLARK SILO EDWARD GILLIS STEFFANIE R. WALTER AND WIFE BRIAN K. WALTER BARBARA FAIRCLOTH BEASON AND JAMES S. FAIRCLOTH NETHERLY LINDA S. AND WIFE, NETHERLY ERNEST J. MON ICA K . ROBERSON AND W IFE ,PH ILL IP A . ROBERSON vv 18 " RCP18" HDPE15 " RCPI NV=41 3. 7 1’ I NV=4 12. 44’ 4 0 " x 3 1" CMAP24" HDPE12" RCP6" DIPINCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL GRAPHIC SCALE 0’100’100’ S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 35 OF 60 PERMIT DRAWING GRAPHIC SCALE 0’50’50’ HC HC CLEARING DENOTES HAND 275+00 280+00-Y9 F-10+001 5 +0 0 -L- 175 168 168B 173 168D 168E 174 176 168C 70.00’ 50.01’ +54.00 70.00’ 50.01’ +31.00 BL- 12 8EOIEOIEOIEOI50 PR5 0 PR200 PR20 0 PR6 F O6 FO6 FO6 FO8" PVC8" PVC8" PVC2" MD2" MD2" MDR5709-14 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 24R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh24.dgnKAlford8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists -Y9F- STA. 17+00.00 SEE SHEET 69MATCHLINESEE SHEET 23MATCHLINE -L- STA. 270+00.00SEE SHEET 25MATCHLINE -L- STA. 283+00.00NAD 8 3 FOR -Y9F- PROFILE, SEE SHEET NO. 111 FOR -L- PROFILE, SEE SHEET NO. 83 OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN PAVEMENT REMOVAL SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS,TSSITE 15 ENGLISH SITE 15 =1.06 HW/D 120.00’ 100.00’ +40.00 100.00’ +20.00 TSSITE 15SITE 15 REMOVEREMOVE REMOVE REMOVE 30" RCP-III 2GI 15" RCP-V 2GI 24" RCP-IIIHW 15" 2 @ 48" RCP-IIIRETAIN EST 21 SY GF EST 8 TON CL B RIP RAP SEE DETAIL KC SPECIAL CUT DITCH EST 10 SY GF EST 3 TONS CLASS B RIP RAP SEE DETAIL LC 2’ BASE SPECIAL CUT DITCH EST 21 SY GF EST 8 TON CL B RIP RAP SEE DETAIL LC CUT DITCH 2’ BASE SPECIAL SEE DETAIL LC 2’ BASE SPECIAL CUT DITCH EST 5 SY GF EST 1 TON CL B RIP RAP SEE DETAIL LA NATURAL GROUND DITCH WILL TIE TO SPECIAL LATERAL DITCH SUITABLE MATERIAL FILL POND WITH W/ CL I RIPRAP SEE DETAIL ID ENERGY DISSIPATOR RIP RAP 18 " RCP -III 2GI 30" RCP-III 30" RCP-III 2GI 24" RCP-III2 @ 48" RCP-IIIW/ CL I RIPRAP SEE DETAIL ID ENERGY DISSIPATOR RIP RAP Submitted 6/24/2021 WW SJPB PCMTL4 8 " WW48" WW 72" WWBLK BARN1 SFDCONC1 SBLKGCONC1 SFDHTRHTR1 SBK BUSCONC2SFD CO NC SS S 2 SFD1SBKD1 SFDBST72 " CHL72" CHL 3 SBW72 " CHL 3 S BW72" CHL 3 SBWBS T4 8 " WD & WWRUI NSRUI NSRUINSSSSWGRGR GRGRGRGRARTHUR LNASHBROOK LNWGR GRGR4 0.5’ BSTNC 2 1 1 ABERDEEN RD 2 6’ BST7’ GR8’ GR GR1 3.5’GR2 6. 5’8.5’ GR13’ GR13’ GRSL 2-12 MAP 160’ ACCESS EASEMENT30’ ACC E SS E AS E ME NT S L 3-59 MAP 5 50’ ACCESS EASEMENT SL 2-83 MAP 5S 5832’30" W308.44’S 3 12 7 ’ 3 0 " E6 6 4. 6 2’S 5832’30" W269.98’N 3 12 7 ’ 3 0 " W87 5. 0 8’N 5832’30" E309.57’S 312 7 ’ 2 7" E15 0. 3 4’S 5835’58" WS 5835’58" W153.76’175.00’S 3 1 2 4’ 0 2 " E11 0. 0 0’REBARREBARREBARN 5835’07" E323.11’S 5854’59" W476.20’S 3338’25" E188.72’N 3 134’ 3 0 " W13 0. 5 5’S 5825’30" WREBARS 5825’30" W403.36’N 6014’45" E275.68’N 31 14’ 55 " W12 0. 2 6’ REBAR 0.34’EI PS 6011’25" W120.12’0.04’EI PN 6011’38" E119.98’S 7339’47" W293.34’SIGNSIGNEXI STI NG R/WEXI STI NG R/W100.00’RIPRAPRI PRAPW/LTW/LTW/LTW/LTW/LTW/LTTTTTT TM TRMT R MTRTW OOD SW OO D SCHRISTOPHER FOGLE ARTHUR S. JELLISON PHYLLIS SARAH BYRD MONICA K. ROBERSON AND WIFE, PHILLIP A. ROBERSON PASTURE PASTURE GR JOLLY GARDENER PRODUCTS, INC MICHAEL DIGONIS AND PANAYOTA DIGONIS CLARK WOODS TRAVIS D. ALFREY AND DEVELOPMENT, LLC GLOBAL PROPERTIES WOODS PANAYOTA TANYA CLARK AND WIFE, JOHN CLARK SILO EDWARD GILLIS STEFFANIE R. WALTER AND WIFE BRIAN K. WALTER BARBARA FAIRCLOTH BEASON AND JAMES S. FAIRCLOTH NETHERLY LINDA S. AND WIFE, NETHERLY ERNEST J. MONICA K. ROBERSON AND WIFE, PHILLIP A. ROBERSON MON ICA K . ROBERSON AND W IFE ,PH ILL IP A . ROBERSON vv 18 " RCP18" HDPE15 " RCPI NV=41 3. 7 1’ I NV=4 12. 44’ 4 0 " x 3 1" CMAP24" HDPE12" RCP6" DIP405 405 405405405405405 410410 410 410410410410 41041041 0 41041041 0 410410 410 41041 5 415415415415415415 41 5 415415 415415415 415415415 415415 415415415415 415 420 42 0 420420420 42 0 42 0 420 420420 420 420420420420 420 420420 4 2 0 420420420420420 420 425 4254 25 425 425 425 403403404404404406406406 406406406 406 406406 406 407407407407407407407407407 408408 408 408408408408408409409409 409409 409 4 0 9 409 409 411 4 1 1411411411 411 41 1 411411411411411411411 411411412 4 1 2412412 412 41 2 412412412412412 4 1 2 412 412 41 3 41 3 413413 413413413413 413 413413 413 413 414414414414414414414414 414 414 414 414414 414 41 4414414 41 6 416 416416416416 416 416 416416416416416416416416416416417417417417417417417417417417417417417 417 417418 418418418418 4184184184184184184184 1 8 418 418418 418418418418419 41 9 419 4 1 9 419419 419419419419419 419 419419419421421421 421421421 421 421 421 422 422 422 422422422422422 423 423423423 4 2 3 423 423423423424 4 2 4 424424424 426 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 ENGINEERING ETHERILL GRAPHIC SCALE 0’100’100’ S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 36 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND 275+00 280+00-Y9 F-10+001 5 +0 0 -L- 175 168 168B 173 168D 168E 174 176 173 168C 70.00’ 50.01’ +54.00 70.00’ 50.01’ +31.00 EOIEOIEOI EOI50 PR5 0 PR200 PR20 0 PR6 F O6 FO6 FO6 FO8" PVC8" PVC8" PVC2" MD2" MD2" MDDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 24R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R5709_hyd_psh24_con.dgnKAlford8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists JT24-Y9F- STA. 17+00.00 SEE SHEET 69MATCHLINESEE SHEET 23MATCHLINE -L- STA. 270+00.00SEE SHEET 25MATCHLINE -L- STA. 283+00.00NAD 8 3 FOR -Y9F- PROFILE, SEE SHEET NO. 111 FOR -L- PROFILE, SEE SHEET NO. 83 OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN PAVEMENT REMOVAL SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS,TSSITE 15 ENGLISH SITE 15 =1.06 HW/D REMOVEREMOVE REMOVE REMOVE 30" RCP-III 2GI 15" RCP-V 2GI 24" RCP-IIIHW 15" 2 @ 48" RCP-IIIRETAIN EST 21 SY GF EST 8 TON CL B RIP RAP SEE DETAIL KC SPECIAL CUT DITCH EST 10 SY GF EST 3 TONS CLASS B RIP RAP SEE DETAIL LC 2’ BASE SPECIAL CUT DITCH EST 21 SY GF EST 8 TON CL B RIP RAP SEE DETAIL LC CUT DITCH 2’ BASE SPECIAL SEE DETAIL LC 2’ BASE SPECIAL CUT DITCH EST 5 SY GF EST 1 TON CL B RIP RAP SEE DETAIL LA NATURAL GROUND DITCH WILL TIE TO SPECIAL LATERAL DITCH SUITABLE MATERIAL FILL POND WITH W/ CL I RIPRAP SEE DETAIL ID ENERGY DISSIPATOR RIP RAP 18 " RCP -III 2GI 30" RCP-III 30" RCP-III Submitted 6/24/2021 NWS=410.2’ 4:1 (skewed 72.5*) NATURAL GROUND EXISTING ROADWAY =409.40’ PROPOSED ELEVATION =407.70’ PROPOSED ELEVATION CL 410 -100 100 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R5709_hyd_prm_wet.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO. SHEET 37 OF 60 PERMIT DRAWING6/23/16405 415 420 ENGLISH -L- STA. 278+80 SITE 15 0.98% length=174’ 2@48" RCP-III Submitted 6/24/2021 411.15 412.72 3:10.004 3:1 0.004 415.13 3:1 0.020 3:10.020 3:13:1 0.0200.020 416.89 3:13:1 0.0200.020 418.19 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\PSH\R-5709_Rdy_XPL_Y9F.dgnUSER: FBrooksPROJ. REFERENCE NO.SHEET NO.0 6/23/16420 420 410 410 10+50.00 420 420 410 410 420 420 410 410 11+50.00 420 420 430 430 410 410 12+00.00 420 420 430 430 410 410 12+50.00 S1 X-229R-5709 -Y9F- 5 10 11+00.00 SHEET 38 OF 60 PERMIT DRAWING SITE 15 WETLANDS WETLANDS WETLANDS ENGLISH Submitted 6/24/2021 MTL MTL MTL MTL MTL WD WD BSTGR 31' BST NC 211 ABERDEEN RD 25' BST 12" DI P8" PVC8" PVC8" CLAY8" CLAY 10" DIPBL-143 BL-144 MON MONMON EXISTING R/W EXISTING R/W 231.00'OF 8" PINE RR SPIKE IN BASE 188.90' RIGHT BL STA 408+45.56 E 1,896,517 N 474,463 ELEV=426.88' BM #22 MON H H TT 50 PR100 PR25 PR 6 FO 84 FO 8" PVC WOODS WOODS FALLOW WOODS WOODS WOODS BL-142 SR 1221 SANDHILLS DR BST VARIESCONC30" RCPHW BRICK HW BRICK 24" RCP24" RCPHW BRICK H/W BRICK 24" RCPH D P E 6" SG Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 SG S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET SEE INSET A INSET A SHEET 39 OF 60 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. PROJECT REFERENCE NO. 35R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh35.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists N A D 83 SHEET NO.MATCHLINE -L- STA. 413+00.00 SEE SHEET 34MATCHLINE -L- STA. 427+00.00 SEE SHEET 36415+00 420+00 425+00 -L- GUARDRAIL REMOVE EX. CAT-1 GUARDRAIL REMOVE EX. 92.35' LT STA. +92.00 FENCE END WILDLIFE 109.85' RT STA. +92.00 FENCE END WILDLIFE F F C C C C C C C F C C F F F F F F F F F F F FF F C F F F F S S S TS SITE 16 SEE INSET A CAT-1 F S S S TS 15" RCP-III RCP-IV54" RCP-III72" P REMOVE HW P P P REMOVE HW 72"SEE DETAIL GA TOE PROTECTION REMOVE PIPE AND ENDWALLS15"RCP-III 15" 48"15" RCP-III SEE DETAIL GA TOE PROTECTION SEE DETAIL A SPECIAL CUT DITCH UC SEE DETAIL RIPRAP W/ CL B BASE DITCH LATERAL 4' SEE DETAIL BA W/ CL B RIPRAP 6' BASE DITCH SPECIAL CUT SEE DETAIL E SPECIAL LATERAL V DITCH 15"15" RCP-III TB DI FS-I SEE DETAIL XC FS-III SEE DETAIL ZC FS-II SEE DETAIL YC 15" RCP-III SEE DETAIL F W/ CL B RIPRAP BASE DITCH SPECIAL CUT 4' 15" RCP-III SEE DETAIL WC W/ CL II RIPRAP DITCH LATERAL 4' BASE P P SPRING BOX6" HDPE72" WELDED STEEL TRENCHLESS INSTALLATION COLLAR DETAIL YC FS-I SEE 54" WELDED STEEL TRENCHLESS INSTALLATION COLLAR 60" RCP-III60" WELDED STEEL TRENCHLESS INSTALLATION 2GI 60" RCP-IIICROSSING WILDLIFE CROSSING WILDLIFE 60" WELDED STEEL TRENCHLESS INSTALLATION 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III REMOVE 15' REMOVE 17'PLUG & FILLPLUG & FILL 70'2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A 2GI-A SEE DETAIL LD W/ FLEXAMAT 6' BASE DITCH SPECIAL CUT SEE DETAIL R W/ FLEXAMAT 4' BASE DITCH SPECIAL LATERAL SEE DETAIL KD W/ FLEXAMAT LATERAL V DITCH 15" RCP-III HW RCP-IV54" RCP-III72" P REMOVE HW P P P REMOVE HW 72"SEE DETAIL GA TOE PROTECTION REMOVE PIPE AND ENDWALLS15"RCP-III 15" 48"15" RCP-III SEE DETAIL GA TOE PROTECTION SEE DETAIL A SPECIAL CUT DITCH IN=456.3' INV. UC SEE DETAIL RIPRAP W/ CL B BASE DITCH LATERAL 4' SEE DETAIL BA W/ CL B RIPRAP 6' BASE DITCH SPECIAL CUT SEE DETAIL E SPECIAL LATERAL V DITCH 15"15" RCP-III TB DI FS-I SEE DETAIL XC FS-III SEE DETAIL ZC FS-II SEE DETAIL YC 15" RCP-III INV. IN=426.5 HW SEE DETAIL F W/ CL B RIPRAP BASE DITCH SPECIAL CUT 4' 15" RCP-III SEE DETAIL WC W/ CL II RIPRAP DITCH LATERAL 4' BASE P P SPRING BOX6" HDPE72" WELDED STEEL TRENCHLESS INSTALLATION COLLAR DETAIL YC FS-I SEE 54" WELDED STEEL TRENCHLESS INSTALLATION COLLAR 60" RCP-III60" WELDED STEEL TRENCHLESS INSTALLATION 2GI 60" RCP-IIICROSSING WILDLIFE CROSSING WILDLIFE 60" WELDED STEEL TRENCHLESS INSTALLATION 15" RCP-III HW 15" RCP-III 15" RCP-III 15" RCP-III HW REMOVE 15' REMOVE 17'PLUG & FILLPLUG & FILL AND REMOVE HW PLUG & FILL 70'2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A 2GI-A SEE DETAIL LD W/ FLEXAMAT 6' BASE DITCH SPECIAL CUT SEE DETAIL R W/ FLEXAMAT 4' BASE DITCH SPECIAL LATERAL SEE DETAIL KD W/ FLEXAMAT LATERAL V DITCH P COLLAR 60" RCP-III60" WELDED STEEL TRENCHLESS INSTALLATION REMOVE 17'PLUG & FILL 70'P COLLAR 60" RCP-III60" WELDED STEEL TRENCHLESS INSTALLATION Submitted 6/24/2021 MTL MTL MTL MTL MTL WD WD BSTGR 31' BST NC 211 ABERDEEN RD 25' BST 12" DI P8" PVC8" PVC8" CLAY8" CLAY 10" DIPBL-143 BL-144 MON MONMON EXISTING R/W EXISTING R/W 231.00'OF 8" PINE RR SPIKE IN BASE 188.90' RIGHT BL STA 408+45.56 E 1,896,517 N 474,463 ELEV=426.88' BM #22 MON H H TT 50 PR100 PR25 PR 6 FO 84 FO 8" PVC WOODS WOODS FALLOW WOODS WOODS WOODS BL-142 SR 1221 SANDHILLS DR BST VARIESCONC30" RCPHW BRICK HW BRICK 24" RCP24" RCPHW BRICK H/W BRICK 24" RCPH D P E 6" 420425425425 425 425 4 2 5 4254 2 5 425 425425425 430430430 430 430 430430430 430 430430 430 430430430435435435 435 435 435 435435 435 435435 43 5 4 35 4354 3 5 435 435435435435435435440440 440 4 4 0 44044 0 44044044 0 440 440 4404 4 0 4 40445445445445445445445 44544545 0 450 45045 0 450450 4504504 5 0 450 450 455 455 455 455455 455 455455455455455 455 4554554554554554554604 6 0 460 460 46046 0 46 0 460460460460 460460 460 460465465 465 465465 465 4654654654704 7 0 470470470 470 470 4254 2 5 425 430 435 SG Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 SGASTREAM DISSIPPATES INTO GROUND 6' WIDE, 1' DEEP SCOUR HOLE AT OUTFALL NO DOWNSTREAM STRUCTURE FOUND S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET SEE INSET A INSET A SHEET 40 OF 60 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. PROJECT REFERENCE NO. 35R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh35_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED www.rkk.com Engineers | Construction Managers | Planners | Scientists N A D 83 SHEET NO.MATCHLINE -L- STA. 413+00.00 SEE SHEET 34MATCHLINE -L- STA. 427+00.00 SEE SHEET 36415+00 420+00 425+00 -L- GUARDRAIL REMOVE EX. CAT-1 GUARDRAIL REMOVE EX. 92.35' LT STA. +92.00 FENCE END WILDLIFE 109.85' RT STA. +92.00 FENCE END WILDLIFE F F C C C C C C C F C C F F F F F F F F F F F FF F C F F F F S S S TS SITE 16 SEE INSET A CAT-1 F S S S TS 15" RCP-III HW RCP-IV54" RCP-III72" P REMOVE HW P P P REMOVE HW 72"SEE DETAIL GA TOE PROTECTION REMOVE PIPE AND ENDWALLS15"RCP-III 15" 48"15" RCP-III SEE DETAIL GA TOE PROTECTION SEE DETAIL A SPECIAL CUT DITCH IN=456.3' INV. UC SEE DETAIL RIPRAP W/ CL B BASE DITCH LATERAL 4' SEE DETAIL BA W/ CL B RIPRAP 6' BASE DITCH SPECIAL CUT SEE DETAIL E SPECIAL LATERAL V DITCH 15"15" RCP-III TB DI FS-I SEE DETAIL XC FS-III SEE DETAIL ZC FS-II SEE DETAIL YC 15" RCP-III INV. IN=426.5 HW SEE DETAIL F W/ CL B RIPRAP BASE DITCH SPECIAL CUT 4' 15" RCP-III SEE DETAIL WC W/ CL II RIPRAP DITCH LATERAL 4' BASE P P SPRING BOX6" HDPE72" WELDED STEEL TRENCHLESS INSTALLATION COLLAR DETAIL YC FS-I SEE 54" WELDED STEEL TRENCHLESS INSTALLATION COLLAR 60" RCP-III60" WELDED STEEL TRENCHLESS INSTALLATION 2GI 60" RCP-IIICROSSING WILDLIFE CROSSING WILDLIFE 60" WELDED STEEL TRENCHLESS INSTALLATION 15" RCP-III GEOTEXTILE RAP W/104 SY 57 TONS CL I RIP HW GEOTEXTILE RIP RAP W/7 SY 2 TONS CL B SY GEOTEXTILE RIP RAP W/62 33 TONS CL I GEOTEXTILE RAP W/10 SY 4 TONS CL I RIP W/7 SY GEOTEXTILE 2 TONS CL B RIP RAP W/75 SY GEOTEXTILE ONLY RAP ON BANKS 40 TONS CL I RIP W/7 SY GEOTEXTILE 2 TONS CL B RIP RAP GEOTEXTILE RAP W/7 SY 2 TONS CL B RIP 15" RCP-III 15" RCP-III 15" RCP-III HW REMOVE 15' REMOVE 17'PLUG & FILLPLUG & FILL AND REMOVE HW PLUG & FILL 70'2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A 2GI-A SEE DETAIL LD W/ FLEXAMAT 6' BASE DITCH SPECIAL CUT SEE DETAIL R W/ FLEXAMAT 4' BASE DITCH SPECIAL LATERAL SEE DETAIL KD W/ FLEXAMAT LATERAL V DITCH P COLLAR 60" RCP-III60" WELDED STEEL TRENCHLESS INSTALLATION REMOVE 17'PLUG & FILL 70'P COLLAR 60" RCP-III60" WELDED STEEL TRENCHLESS INSTALLATION REMOVE 17'PLUG & FILL 70'Submitted 6/24/2021 ELEVATION = 427.86' EXISTING ELEVATION = 423.93' EXISTING Responsive People | Creative Solutions www.rkk.com Engineers | Construction Managers | Planners | Scientists NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 Responsive People | Creative Solutions www.rkk.com Engineers | Construction Managers | Planners | Scientists NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-95605/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R-5709_Hyd_PFL_SITE16.dgnFkeys250 050100 50150200 100 150 200 250 ENGLISH 440 430 420 GROUND EXISTING 440 430 420 R-5709 NWS=428.29' L O SKEW 103 C STA. 418+88 -L- (4:1 NORMAL) (4:1 NORMAL) (length=244') (not buried) 60" RCP-III -L- STA. 418+88 SITE 16 SHEET 41 OF 60 PERMIT DRAWING ELEVATION=426.51' PROPOSED ELEVATION=421.77' PROPOSED 60" RCP-III 2.18% 24 " RC P Submitted 6/24/2021 C0NCC0NCC0NCC0NCC0NCC0NCC0NCCONC CONCCONC CONCC ON C CONCCONC2SFD 2SFD 72" WD72" WD GCONC 2SFD 2SFD 72" WDS72" WD72" WD72" WDC0NCCONC72" WD72" WD 72" WD72" WD72" WD 2SFD 2SFD 2SFD C0NCC0NCC0NCCONC CONC C ON C CONC 2SFD G S 72" WD 72" WD2SFD2SFD 2 S F D48" WD48" WD MTL 72" WD72" WD72" WD2SFD 2SFD 2SFD 2SFD 2SFD C0NCC0NCC0NCC0NCC0NCCONC CONC CONC CONCCONC72" WD72" WD72" WD72" WD72" WD 72" WD72" WDS 72" WD BST S S CONC SW16' BST16' BST 16' BST16' BST CONC SWKELLY SMITH AND WIFE, JOSEPH SMITH SL 3-100 MAP 4 50' PRIVATE STREET R/W JERMAINE E. SCOTT AND SPOUSE, SHEREME D. SCOTT GARY McMILLAN REBARBL-158 BL-159 REBAR REBAR REBAR REBARREBARREBAR REBARREBARREBARE XISTIN G R/WEXI S TI NG R/W50.00'REBAR EXISTING RR R/W EXISTING RR R/W REBARREBARREBARREBARREBARREBAR RAP RIP EIP EIP EIP EIP EIP NC 211 ABERDEEN RD 24' BST EXISTING R/W EXISTING R/W EXISTING R/W 100.00'X IN CONC BY15-348 LT LT LT LT LT TC CT T C CT TCTC TC T C C T MTR MTR MTRMTR MTR MTR MTR MTR MTR MTR MTR MTRMTRMTRMTR MTR 100 PR 100 PR 100 PR 100 PR 25 PR25 P R 25 PR 25 PR 6 FO 6 FO 48 FO 48 FO 8" PVC8" PVC EIP WOODS WOODS WOODS SYLVIA D. LEE AND WIFE, ROBERT W. LEE PEDESTAL SECONDARY PEDESTAL SECONDARY ROBIN L. K. KUMMERFELDT AND WIFE, DAVID F. KUMMERFELDT KRISTEN L. HARTE AND WIFE, PHILLIP E. HARTE NATASHA DIOKNO AND WIFE, DAVID H. DIOKNO SUTTON KIMBERLY T. AND WIFE, SUTTON CASH E. TARA K. SCHNEIDER AND WIFE, MICHAEL J. SCHNEIDER LEAANNA L. FERNANDEZ AND WIFE, JORGE M. FERNANDEZ ANGELA P. JACKSON SYLVIA D. LEE AND WIFE, ROBERT W. LEE TERIN L. PULLEY AND WIFE, MARK A. PULLEY CYNTHIA MURPHY AND WIFE, JARROD MURPHY AMY E. JONES AND WIFE, BRIAN W. JONES KRISTIE COMETTANT AND WIFE, COMETTANT JOSE CARLOS DEBORAH L. WALLACE AND WIFE, MICHEAL R. WALLACE LILY SHANNON-NEGRON AND WIFE, MAURICE A. SHANNON JR. JULIE A. GANLEY AND WIFE, JOHN GANLEY BEATRICE M. THOMAS AND WIFE, LOUIS C. THOMAS UNKNOWN OWNER LOUIS C. THOMAS DARRIN McNEILL KENNETH McNEILL CB CB 15" HDPE 18" DIPHDPE15" 15" HDPE CB 1 5 " RCP 15" RCP Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 WP WP SH WQ S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET WETLAND DENOTES FILL INFF 45 SEE INSET A INSET A SEE INSET B INSET B HC HC CLEARING DENOTES HAND SHEET 42 OF 60 PERMIT DRAWING HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 45R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh45.dgnFkeys8/17/99MATCHLINE -L- STA. 552+00.00 SEE SHEET 44MATCHLINE -L- STA. 566+00.00 SEE SHEET 46www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83 GREU TL-3 CAT-1 GREU TL-3 555+00 560+00 565+00 -L- CAT-1 C C C C C C F C F F F F F F F F C C F F F F F F F F C F F F F SEE INSET A F F F SEE INSET B MATCHLINE -L- STA. 566+00.00 SEE SHEET 46F F TS S SITE 17 SITE 17 SITE 18 SITE 18 TS F F ** S V10=0.34 ft/s Q10=1.21 cfs V10=2.02 ft/s V10=0.59 ft/s Q10=2.01 cfs Q10=31.82 cfs V10=2.08 ft/s Q10=47.76 cfs V10=3.89 ft/s Q10=12.23 cfs REMOVE INV.=350.06 W/30 SY GEOTEXTILE 13 TONS CL I RIP RAP SEE DETAIL H SPECIAL MEDIAN DITCH INV.=366.61 W/7 SY GEOTEXTILE 2 TONS CL B RIP RAP 18" REMOVE 18" JB w/MH REMOVEINV.=381.00 W/10 SY GEOTEXTILE 3 TONS CL B RIP RAP P P SEE DETAIL GA TOE PROTECTION SEE DETAIL GA TOE PROTECTION 15" 15" RCP-III 15" RCP-III TO WETLAND DAYLIGHT DITCH SEE DETAIL GA TOE PROTECTION 18" RCP-III 18" RCP-III 15" 18" RCP-III 15" RCP-III 42" RCP-III15" RCP-III 15" RCP-III FS-I SEE DETAIL XC FS-III SEE DETAIL ZC FS-II SEE DETAIL YC REMOVE INV.=350.92 ON BANKS ONLY W/39 SY GEOTEXTILE 20 TONS CL I RIP RAP INV.=349.84 W/5 SY GEOTEXTILE 1 TON CL B RIP RAP EXTEND COLLAR AND 42" R C P-I V 42" WE L D E D S T E E L T R E N C H L E S S I N S T A L L A TI O N COLLAR COLLAR SEE DETAIL GA TOE PROTECTION 18" RCP-III 15" HDPE SEE DETAIL UC W/ CL B RIPRAP LAT. 4' BASE DITCH PLUG & FILL 2GI 2GI 2GI 2GI 2GI2GI 2GI 2GI 2GI 2GI 2GI-A SEE DETAIL GA TOE PROTECTION BURIED 0.7'42" RCP-III42" WELDED STEEL TRENCHLESS INSTALLATION O INV.=349.84 W/5 SY GEOTEXTILE 1 TON CL B RIP RAP OBURIED 0.7'42" RCP-IIISubmitted 6/24/2021 C0NCC0NCC0NCC0NCC0NCC0NCC0NCCONC CONCCONC CONCC ON C CONCCONC2SFD 2SFD 72" WD72" WD GCONC 2SFD 2SFD 72" WDS72" WD72" WD72" WDC0NCCONC72" WD72" WD 72" WD72" WD72" WD 2SFD 2SFD 2SFD C0NCC0NCC0NCCONC CONC C ON C CONC 2SFD G S 72" WD 72" WD2SFD2SFD 2 S F D48" WD48" WD MTL 72" WD72" WD72" WD2SFD 2SFD 2SFD 2SFD 2SFD C0NCC0NCC0NCC0NCC0NCCONC CONC CONC CONCCONC72" WD72" WD72" WD72" WD72" WD 72" WD72" WDS 72" WD BST S S CONC SW16' BST16' BST 16' BST16' BST CONC SWKELLY SMITH AND WIFE, JOSEPH SMITH SL 3-100 MAP 4 50' PRIVATE STREET R/W JERMAINE E. SCOTT AND SPOUSE, SHEREME D. SCOTT GARY McMILLAN REBARBL-158 BL-159 REBAR REBAR REBAR REBARREBARREBAR REBARREBARREBARE XISTIN G R/WEXI S TI NG R/W50.00'REBAR EXISTING RR R/W EXISTING RR R/W REBARREBARREBARREBARREBARREBAR RAP RIP EIP EIP EIP EIP EIP NC 211 ABERDEEN RD 24' BST EXISTING R/W EXISTING R/W EXISTING R/W 100.00'X IN CONC BY15-348 LT LT LT LT LT TC CT T C CT TCTC TC T C C T MTR MTR MTRMTR MTR MTR MTR MTR MTR MTR MTR MTRMTRMTRMTR MTR 100 PR 100 PR 100 PR 100 PR 25 PR25 P R 25 PR 25 PR 6 FO 6 FO 48 FO 48 FO 8" PVC8" PVC EIP WOODS WOODS WOODS SYLVIA D. LEE AND WIFE, ROBERT W. LEE PEDESTAL SECONDARY PEDESTAL SECONDARY ROBIN L. K. KUMMERFELDT AND WIFE, DAVID F. KUMMERFELDT KRISTEN L. HARTE AND WIFE, PHILLIP E. HARTE NATASHA DIOKNO AND WIFE, DAVID H. DIOKNO SUTTON KIMBERLY T. AND WIFE, SUTTON CASH E. TARA K. SCHNEIDER AND WIFE, MICHAEL J. SCHNEIDER LEAANNA L. FERNANDEZ AND WIFE, JORGE M. FERNANDEZ ANGELA P. JACKSON SYLVIA D. LEE AND WIFE, ROBERT W. LEE TERIN L. PULLEY AND WIFE, MARK A. PULLEY CYNTHIA MURPHY AND WIFE, JARROD MURPHY AMY E. JONES AND WIFE, BRIAN W. JONES KRISTIE COMETTANT AND WIFE, COMETTANT JOSE CARLOS DEBORAH L. WALLACE AND WIFE, MICHEAL R. WALLACE LILY SHANNON-NEGRON AND WIFE, MAURICE A. SHANNON JR. JULIE A. GANLEY AND WIFE, JOHN GANLEY BEATRICE M. THOMAS AND WIFE, LOUIS C. THOMAS UNKNOWN OWNER LOUIS C. THOMAS DARRIN McNEILL KENNETH McNEILL CB CB 15" HDPE 18" DIPHDPE15" 15" HDPE CB 1 5 " RCP 15" RCP 355360365370375380385355360365370345350350 350350350 35 0 355 3 55 355 355355355 355360 36 0360360 360360360360360 360360 360360360365 365365 365 3 6 5 3 6 5 365365 365365365365365365365 365370370370370370 370370 370 370 370370 370370370370370370 37 0 37037037037037 0 3 7 0 370370370370370375375375375 375 37 5375375375 375375375 375 37537537537537 5 375380380380380 380380380380380380 380380385385385 385385385385385 385 390390 390 390390390390395395395395395395395400400 400 400 4004004004004004004004004 0 5 4 0 5 405405405405 405 405405405405405405 4054054054 1 0 410 410410350 350Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 WP WP SH WQ Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 45R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh45_con.dgnFkeys8/17/99MATCHLINE -L- STA. 552+00.00 SEE SHEET 44MATCHLINE -L- STA. 566+00.00 SEE SHEET 46www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83 GREU TL-3 CAT-1 GREU TL-3 555+00 560+00 565+00 -L- CAT-1 C C C C C C F C F F F F F F F F C C F F F F F F F F C F F F F SITE 17 SITE 17 SITE 18 SITE 18 TS F F ** S F F F SEE INSET ASEE INSET A MATCHLINE -L- STA. 566+00.00 SEE SHEET 46F F TS S SEE INSET BSEE INSET B ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET 45 SEE INSET A INSET A INSET B SEE INSET B S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND SHEET 43 OF 60 PERMIT DRAWING www.rkk.com Engineers | Construction Managers | Planners | Scientists REMOVE INV.=350.06 W/30 SY GEOTEXTILE 13 TONS CL I RIP RAP SEE DETAIL H SPECIAL MEDIAN DITCH INV.=366.61 W/7 SY GEOTEXTILE 2 TONS CL B RIP RAP 18" REMOVE 18" JB w/MH REMOVEINV.=381.00 W/10 SY GEOTEXTILE 3 TONS CL B RIP RAP P P SEE DETAIL GA TOE PROTECTION SEE DETAIL GA TOE PROTECTION 15" 15" RCP-III 15" RCP-III TO WETLAND DAYLIGHT DITCH SEE DETAIL GA TOE PROTECTION 18" RCP-III 18" RCP-III 15" 18" RCP-III 15" RCP-III 42" RCP-III15" RCP-III 15" RCP-III FS-I SEE DETAIL XC FS-III SEE DETAIL ZC FS-II SEE DETAIL YC REMOVE INV.=350.92 ON BANKS ONLY W/39 SY GEOTEXTILE 20 TONS CL I RIP RAP INV.=349.84 W/5 SY GEOTEXTILE 1 TON CL B RIP RAP EXTEND COLLAR AND 42" R C P-I V 42" WE L D E D S T E E L T R E N C H L E S S I N S T A L L A TI O N COLLAR COLLAR SEE DETAIL GA TOE PROTECTION 18" RCP-III 15" HDPE SEE DETAIL UC W/ CL B RIPRAP LAT. 4' BASE DITCH PLUG & FILL 2GI 2GI 2GI 2GI 2GI2GI 2GI 2GI 2GI 2GI 2GI-A SEE DETAIL GA TOE PROTECTION BURIED 0.7'42" RCP-III42" WELDED STEEL TRENCHLESS INSTALLATION O INV.=349.84 W/5 SY GEOTEXTILE 1 TON CL B RIP RAP OB URIED 0.7'42" RCP-IIIQ10=31.82 cfs V10=2.02 ft/s Q10=2.01 cfs V10=0.59 ft/s V10=2.08 ft/s Q10=47.76 cfs Q10=12.23 cfs V10=3.89 ft/s Q10=1.21 cfs V10=0.34 ft/s Submitted 6/24/2021 Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120 120120 130 130130 140 140140 150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R-5709_Rdy_XPL_L2_SITE17.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0 6/23/16370 370 380 380 390 390 400 360 557+50.00 360 360 370 370 380 380 390 390 350 558+00.00 360 360 370 370 380 380 390 390 350 350 558+50.00 360 360 370 370 380 380 390 390 350 350559+00.00 S2 X-100R-5709 -L- 5 10 ENGLISH WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND www.rkk.com Engineers | Construction Managers | Planners | Scientists SITE 17 SHEET 44 OF 60 PERMIT DRAWING 375.31 3:13:1 6 .001 :1 6.001:1 0.0200.020 385.95 3:13:1376.66 367.09 3:13:1 6 .001 :1 6.001:1 0.0200.020 383.95 363.84 3:13:1 6 .001 :1 6.001:1 0.0200.020 382.02 361.97 3:13:1 6 .001 :1 6.001:1 0.0200.020 380.28 Submitted 6/24/2021 Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120 120120 130 130130 140 140140 150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R-5709_Rdy_XPL_L2_SITE18.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0 6/23/16350 360 360 370 370 380 380 340 564+00.00 350 350 360 360 370 370 380 380 340 340 564+50.00 350 350 360 360 370 370 380 380 340 340 565+00.00 350 350 360 360 370 370 380 380 340 340 565+50.00 S2 X-104R-5709 -L- 5 10 ENGLISH WETLAND WETLAND WETLAND www.rkk.com Engineers | Construction Managers | Planners | Scientists SITE 18 SHEET 45 OF 60 PERMIT DRAWING 371.82 3.41:13:1 6 .002 :1 6.001:1 0.0200.020 373.00 366.79 3:13:1 5 .999 :1 6.001:1 0.0200.020 373.65 364.67 3:13:1 6 .001 :1 5.999:1 0.0200.020 374.48 359.12 3:13:1 6 .001 :1 6.001:1 0.0200.020 375.43 Submitted 6/24/2021 72" WD CONC CONCMTL CONC WDCONC1SFCH 1SFCH CONC S 1SFD S S 1SFDBST 1SFDRUINSCONCSOILG ISFD ISFD W S S RUINS RUINSRUINS s GR GRGRGR48" CHL48" CHL CONC CONC CON C DARRIN McNEILL BEATRICE M. THOMAS AND WIFE, LOUIS C. THOMAS CHURCH OF GOD AND DELIVERANCE TOTAL PRAISE ELBERT MARSHAL GREENE SARAH GILMORE REBAREIPREBARROD EIP MON MO N REBARREBAR REBARREBAR REBAR EIPREBAR REBAR BL-160 BL-161 R5709-25 GR GR EXI STI NG RR R/ W EXI STI NG RR R/ W 160.00'EXISTING R/WEXISTING R/W60 .00 ' NC 211 ABERDEEN RD 24' BST100.00'EXISTING R/W EXISTING R/W OF 15" PINE RR SPIKE IN BASE 214.68' RIGHT BL STA 563+09.88 E 1,905,516 N 461,941 ELEV=384.78' BM #30 1SFDW/LT W/LT W/LTW/LT T T T T HH MTR MTR MTR EOI100 PR 100 PR 100 PR 100 PR 25 PR 25 PR8" PVC 6" PVC6" PVCWOODS WOODS WOODS WOODS WOODS W OODSMARY C. HARRIS KAREN RAY THOMAS AND WIFE, QUENZELL THOMAS LOUIS C. THOMAS DARRIN McNEILL KENNETH McNEILL CHURCH OF GOD AND DELIVERANCE TOTAL PRAISE WILLIAM ARTHUR McGREGOR MARY E. BALDWIN THE NATURE CONSERVANCY BEATRICE M. THOMAS AND WIFE, LOUIS C. THOMAS GARY McMILLAN 20' BSTST MATTHEWS CHURCH RDSR 1239PROPERTIES, INC. ABK RENTAL W/LT CEMETERY GRAVE GRAVE GRAVE GRAVE GRAVE46044604 MARY C. HARRISABERDEEN & ROCKFI SH RRMARY G. BALDWIN AND WIFE, RUDOLPH S. BALDWIN MARY C. HARRIS LOUIS C. THOMAS DARRIN McNEILL KENNETH McNEILL WOODS 15" RCP 15" RCP 15" RCP 18" RCP24" RCP18" RCPResponsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 SHWQ S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET WETLAND DENOTES FILL INFF SEE INSET A INSET A SHEET 46 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 46R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh46.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -L- STA. 566+00.00 SEE SHEET 45MATCHLINE -L- STA. 580+00.00 SEE SHEET 47 www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83 15+00GREU TL-3 CAT-1 570+00 575+00 -L- GREU TL-3 CAT-1 CHORD F C C F C C C F F F F F F F F F F CF CC F F F F F C C C C C C C F F F F F C C F F F F F SEE INSET A MATCHLINE -L- STA. 566+00.00 SEE SHEET 45F TS F TS SITE 18 TS F TS V10=0.48 ft/s Q10=7.17 cfs TB DI SEE DETAIL C SPECIAL LATERAL DITCH JB w/MH REMOVE SEE DETAIL A SPECIAL CUT DITCH P P SEE DETAIL GA TOE PROTECTION 15" RC P -III 15" RCP-III INV.=357.00 W/11 SY GEOTEXTILE 3 TONS CL B RIP RAP 42" RCP-III15" RCP-III 24" RCP-III 24 " RC P -III24" RCP-IIIFS-III SEE DETAIL ZC REMOVE 15" RCP-III SEE DETAIL A SPECIAL CUT DITCH REMOVE 15" 15" P P W/14 SY GEOTEXTILE 5 TONS CL B RIP RAP 15 " 15" FS-I SEE DETAIL XC NO CONFLICT V DITCH SEE DETAIL E SPECIAL LATERAL SEE DETAIL H MEDIAN V DITCH 15" COLLAR SEE DETAIL GA TOE PROTECTION 15"24" RCP-IIIW/14 SY GEOTEXTILE 5 TONS CL B RIP RAP W/14 SY GEOTEXTILE 5 TONS CL B RIP RAP 24" RCP-IIIREMOVESEE DETAIL YB LATERAL BASE DITCH15"SEE DETAIL A SPECIAL CUT DITCH PLUG & FILL PLUG & FILL 2GI 2GI 2GI 2GI 2GI 2GI 2GI BURIED 0.7'42" RCP-IIIBURIED 0.7'42" WELDED STEEL TRENCHLESS INSTALLATION INV.=355.50 HW P INV.=357.00 W/11 SY GEOTEXTILE 3 TONS CL B RIP RAP 24 " RC P -IIISEE DETAIL GA TOE PROTECTION PLUG & FILL BURIED 0.7'42" WELDED STEEL TRENCHLESS INSTALLATION Submitted 6/24/2021 72" WD CONC CONCMTL CONC WDCONC1SFCH 1SFCH CONC S 1SFD S S 1SFDBST 1SFDRUINSCONCSOILG ISFD ISFD W S S RUINS RUINSRUINS s GR GRGRGR48" CHL48" CHL CONC CONC CON C DARRIN McNEILL BEATRICE M. THOMAS AND WIFE, LOUIS C. THOMAS CHURCH OF GOD AND DELIVERANCE TOTAL PRAISE ELBERT MARSHAL GREENE SARAH GILMORE REBAREIPREBARROD EIP MON MO N REBARREBAR REBARREBAR REBAR EIPREBAR REBAR BL-160 BL-161 R5709-25 GR GR EXI STI NG RR R/ W EXI STI NG RR R/ W 160.00'EXISTING R/WEXISTING R/W60 .00 ' NC 211 ABERDEEN RD 24' BST100.00'EXISTING R/W EXISTING R/W OF 15" PINE RR SPIKE IN BASE 214.68' RIGHT BL STA 563+09.88 E 1,905,516 N 461,941 ELEV=384.78' BM #30 1SFDW/LT W/LT W/LTW/LT T T T T HH MTR MTR MTR EOI100 PR 100 PR 100 PR 100 PR 25 PR 25 PR8" PVC 6" PVC6" PVCWOODS WOODS WOODS WOODS WOODS W OODSMARY C. HARRIS KAREN RAY THOMAS AND WIFE, QUENZELL THOMAS LOUIS C. THOMAS DARRIN McNEILL KENNETH McNEILL CHURCH OF GOD AND DELIVERANCE TOTAL PRAISE WILLIAM ARTHUR McGREGOR MARY E. BALDWIN THE NATURE CONSERVANCY BEATRICE M. THOMAS AND WIFE, LOUIS C. THOMAS GARY McMILLAN 20' BSTST MATTHEWS CHURCH RDSR 1239PROPERTIES, INC. ABK RENTAL W/LT CEMETERY GRAVE GRAVE GRAVE GRAVE GRAVE46044604 MARY C. HARRISABERDEEN & ROCKFI SH RRMARY G. BALDWIN AND WIFE, RUDOLPH S. BALDWIN MARY C. HARRIS LOUIS C. THOMAS DARRIN McNEILL KENNETH McNEILL WOODS 15" RCP 15" RCP 15" RCP 18" RCP24" RCP18" RCP3553 5 5 355355 355360360360 360360 360360360360360365365365365 3653653653703703703 7 0 370 3703703753753753 7 5 37537537 5 375 37 5380380380380380380 380380380 380 380 380 380 380385385385 3853853853 85 385 385 385 385 385 385 385385385 3853853853853853853853853853853 8 5385 385385385390390390 390 390 390 390390390390390390390390390390 390 390390390390 39 0 390390390390 390390 39 0390 390390 390 390355355360360360365365370Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 SHWQ S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET WETLAND DENOTES FILL INFF SEE INSET A INSET A SHEET 47 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 46R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh46_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -L- STA. 566+00.00 SEE SHEET 45MATCHLINE -L- STA. 580+00.00 SEE SHEET 47 www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83 15+00GREU TL-3 CAT-1 570+00 575+00 -L- GREU TL-3 CAT-1 CHORD F C C F C C C F F F F F F F F F F CF CC F F F F F C C C C C C C F F F F F C C F F F F F SITE 18 TS F TS SEE INSET A MATCHLINE -L- STA. 566+00.00 SEE SHEET 45F SEE INSET A TS F TS Q10=7.17 cfs V10=0.48 ft/s TB DI SEE DETAIL C SPECIAL LATERAL DITCH JB w/MH REMOVE SEE DETAIL A SPECIAL CUT DITCH P P SEE DETAIL GA TOE PROTECTION 15" RC P -III 15" RCP-III INV.=357.00 W/11 SY GEOTEXTILE 3 TONS CL B RIP RAP 42" RCP-III15" RCP-III 24" RCP-III 24 " RC P -III24" RCP-IIIFS-III SEE DETAIL ZC REMOVE 15" RCP-III SEE DETAIL A SPECIAL CUT DITCH REMOVE 15" 15" P P W/14 SY GEOTEXTILE 5 TONS CL B RIP RAP 15 " 15" FS-I SEE DETAIL XC NO CONFLICT V DITCH SEE DETAIL E SPECIAL LATERAL SEE DETAIL H MEDIAN V DITCH 15" COLLAR SEE DETAIL GA TOE PROTECTION 15"24" RCP-IIIW/14 SY GEOTEXTILE 5 TONS CL B RIP RAP W/14 SY GEOTEXTILE 5 TONS CL B RIP RAP 24" RCP-IIIREMOVESEE DETAIL YB LATERAL BASE DITCH15"SEE DETAIL A SPECIAL CUT DITCH PLUG & FILL PLUG & FILL 2GI 2GI 2GI 2GI 2GI 2GI 2GI BURIED 0.7'42" RCP-IIIBURIED 0.7'42" WELDED STEEL TRENCHLESS INSTALLATION INV.=355.50 HW P INV.=357.00 W/11 SY GEOTEXTILE 3 TONS CL B RIP RAP 24 " RC P -IIISEE DETAIL GA TOE PROTECTION PLUG & FILL BURIED 0.7'42" WELDED STEEL TRENCHLESS INSTALLATION Submitted 6/24/2021 B KBK G GAZEBO S 1SFD S S S HTRCONCCONC S S 2SFD S S 48" WW 2SBW 48" WW 2SBW48" WW 2SBW48" WW 2SBW48" WW 2SBWGRGRGRCURTIS LN GRW 8.5' CONC NC 211 ABERDEEN RD 24' BST GR 19' GR 17.5'10' GREXISTING R/W EXISTING R/WEXISTING R/WEIP EIP MON REBAR REBAR REBAR 60.00' ROD EIP EIP EXISTING RR R/W BL-169 BL-170 EXISTING R/W OF 12" PINE RR SPIKE IN BASE 247.36' LEFT BL STA 661+22.65 E 1,912,788 N 456,873 ELEV=369.31' BM #35 S 1SFD WD HTR S T T T HH T T 150 PR 50 PR 75 PR 6 FO 6 FO 96 FO 48 FO 8" PVC WOODS WOODS WOODS WOODS WOODS WOODS23.5' BSTSR 1386 IVEY STFOREST GLEN DR GRMILEPOST 13 ABERDEEN & ROCKFISH RR 18" RCP15" RCP 15" RCP 18" RCP Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 WR ENGLISH 05025 50 100 SCALE WETLAND DENOTES FILL INFF SHEET 48 OF 60 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. PROJECT REFERENCE NO. 53R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh53.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -L- STA. 663+00.00 SEE SHEET 52MATCHLINE -L- STA. 676+50.00 SEE SHEET 54www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83SHEET NO. 665+00 670+00 675+00 C C C C F F F C F C F C C C C C C C CC C C F C F C F CC SITE 19 HW SEE DETAIL H MEDIAN DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH RETAIN 18" RCP-III REMOVE 36" RCP-IV36" RCP-IV15" 36" RCP-IVP P W/56 SY GEOTEXTILE 22 TONS CL B RIPRAP SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL L STANDARD 4' BASE DITCH REMOVE 15" SEE DETAIL BC STANDARD 3' BASE DITCH PLUG & FILL 2GI-A Submitted 6/24/2021 B KBK G GAZEBO S 1SFD S S S HTRCONCCONC S S 2SFD S S 48" WW 2SBW 48" WW 2SBW48" WW 2SBW48" WW 2SBW48" WW 2SBWGRGRGRCURTIS LN GRW 8.5' CONC NC 211 ABERDEEN RD 24' BST GR 19' GR 17.5'10' GREXISTING R/W EXISTING R/WEXISTING R/WEIP EIP MON REBAR REBAR REBAR 60.00' ROD EIP EIP EXISTING RR R/W BL-169 BL-170 EXISTING R/W OF 12" PINE RR SPIKE IN BASE 247.36' LEFT BL STA 661+22.65 E 1,912,788 N 456,873 ELEV=369.31' BM #35 S 1SFD WD HTR S T T T HH T T 150 PR 50 PR 75 PR 6 FO 6 FO 96 FO 48 FO 8" PVC WOODS WOODS WOODS WOODS WOODS WOODS23.5' BSTSR 1386 IVEY STFOREST GLEN DR GRMILEPOST 13 ABERDEEN & ROCKFISH RR B KBK G GAZEBO S 1SFD S S S HTRCONCCONC S S 2SFD S S 48" WW 2SBW 48" WW 2SBW48" WW 2SBW48" WW 2SBW48" WW 2SBWGRGRGRCURTIS LN GRW 8.5' CONC NC 211 ABERDEEN RD 24' BST GR 19' GR 17.5'10' GREXISTING R/W EXISTING R/WEXISTING R/WEIP EIP MON REBAR REBAR REBAR 60.00' ROD EIP EIP EXISTING RR R/W 2087 364.74 2110 366.95 BROKEN EXISTING R/W S 1SFD WD HTR S T T T HH T T WOODS WOODS WOODS WOODS WOODS WOODS23.5' BSTSR 1386 IVEY STFOREST GLEN DR GRMILEPOST 13 ABERDEEN & ROCKFISH RR 18" RCP15" RCP 15" RCP 18" RCP INV=359.25' INV=358.40'18" RCPBL*4218 EL*4218 BL*4218 EL*4218 15" RCP 15" RCP 18" RCP INV=363.12'INV=363.46' INV=363.31'INV=362.95' INV=362.79'INV=362.78' 36 03603 6 0 360360 3603 6 0 36036 0360360360360360360 360360360360360360360360 365365365 365 365365 365365365365365 365 365365365365365365 365365 365365365365365 365 365365 36 5 365 3 6 5 365 365365365 365 365365365 365 365365 365365365365 365365 365 Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 WR Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 WR ENGLISH 05025 50 100 SCALE WETLAND DENOTES FILL INFF ENGLISH 05025 50 100 SCALE WETLAND DENOTES FILL INFF ENGLISH 05025 50 100 SCALE WETLAND DENOTES FILL INFF SHEET 49 OF 60 PERMIT DRAWINGMATCHLINE -L- STA. 663+00.00 SEE SHEET 52MATCHLINE -L- STA. 676+50.00 SEE SHEET 54NAD 83DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. PROJECT REFERENCE NO. 53R-5709 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO. www.rkk.com Engineers | Construction Managers | Planners | Scientists 665+00 670+00 675+00 C C C C F F F C F C F C C C C C C C CC C C F C F C F CC SITE 19 ENGLISH 05025 50 100 SCALE WETLAND DENOTES FILL INFF SHEET 48 OF 60 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. PROJECT REFERENCE NO. 53R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh53_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -L- STA. 663+00.00 SEE SHEET 52MATCHLINE -L- STA. 676+50.00 SEE SHEET 54www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83SHEET NO. SITE 19 665+00 670+00 675+00 146.00' 131.00' +65.00 146.00' 131.00' +88.00 C C C C F F F C F C F C C C C C C C CC C C F C F C F CC BL-169 BL-170 OF 12" PINE RR SPIKE IN BASE 247.36' LEFT BL STA 661+22.65 E 1,912,788 N 456,873 ELEV=369.31' BM #35 150 PR 50 PR 75 PR 6 FO 6 FO 96 FO 48 FO 8" PVC BM35 HW SEE DETAIL H MEDIAN DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH RETAIN 18" RCP-III REMOVE 36" RCP-IV36" RCP-IV15" 36" RCP-IVP P W/56 SY GEOTEXTILE 22 TONS CL B RIPRAP SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL L STANDARD 4' BASE DITCH REMOVE 15" SEE DETAIL BC STANDARD 3' BASE DITCH PLUG & FILL 2GI-A HW SEE DETAIL H MEDIAN DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH RETAIN 18" RCP-III REMOVE 36" RCP-IV36" RCP-IV15" 36" RCP-IVP P W/56 SY GEOTEXTILE 22 TONS CL B RIPRAP SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL L STANDARD 4' BASE DITCH REMOVE 15" SEE DETAIL BC STANDARD 3' BASE DITCH PLUG & FILL 2GI-A Submitted 6/24/2021 Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120 120120 130 130130 140 140140 150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R-5709_Rdy_XPL_L2_SITE19.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0 6/23/16360 360 370 370 350 665+00.00 360 360 370 370 350 350 665+50.00 360 360 370 370 350 350 666+00.00 360 360 370 370 350 350 666+50.00 360 360 370 370 350 350667+00.00 S2 X-143R-5709 -L- 5 10 ENGLISH WETLAND www.rkk.com Engineers | Construction Managers | Planners | Scientists SITE 19 SHEET 50 OF 60 PERMIT DRAWING 359.77 0.0200.020 4:1 4:1 4 .93 7 :1 4.578:1 359.82 363.04 4:1 4:1 4 .93 7 :1 4.578:1 359.82 363.04 358.99 4:14:1359.76 0.0200.020 363.81 6 :1 6:1 4:1 3:1 358.83 4:1 3:14:1358.83 4 :1359.83 360.04 0.0200.020 363.91 6 :1 6:1 4:1 3:1 358.68 4:1 3:14:1 358.684:1 359.98 358.54 6 :1 0.0200.020 364.13 6:1 4:1 4:1 4:1 4:1 4 :1360.13 361.62 6 :1 0.0200.020 364.37 6:1 4:1 4:1 4:1 4:1 4:1360.28 Submitted 6/24/2021 CONC 1SBKD CONCS BST1SBKD S SCONCCONC CONC HTR S 1SF&BKD ABAND HTR S S 48" CHL48" CHL48" CHL 48" CHL S GRGRGR GRSR 1387 BEST ST BSTW POND RD 8.5' BSTNC 211 ABERDEEN RD 24' BST BRADLEY R. CALLOWAYEIP EIP EIP EIP REBAR REBAR REBAR EIP EXISTING RR R/W EXISTING RR R/W 160.00' BL-171 BL-172 EIP EXISTING R/WEXISTING R/W60.00' EXISTING R/W EXISTING R/W100.00'OF 18" PINE RR SPIKE IN BASE 359.35' RIGHT BL STA 681+69.42 E 1,914,646 N 455,832 ELEV=347.56' BM #36 W/LT W/LT T T 50 PR 100 PR 100 PR 6 FO 96 FO 48 FO 8" PVC EIP WOODS WOODS WOODS WOODS WOODS ROSIE V. McNATT-WALTERS KRISTINA STAUB DORIS C. CALLOWAY DORIS C. CALLOWAY RALPH L. CALLOWAY CAMERON PERRY ANNIE BLUE CAROLYN D. BLANTON AND WIFE, JACK L. BLANTON CAROLYN D. BLANTONAND WIFE,JACK L. BLANTONCAMMIE CALLOWAY LULA S. NELSON ABERDEEN & ROCKFISH RR ABERDEEN & ROCKFISH RR BRAD CALLOWAY CONC 1SBKD CONCS BST1SBKD S SCONCCONC CONC HTR S 1SF&BKD ABAND HTR S S 48" CHL48" CHL48" CHL 48" CHL S GRGRGR GRSR 1387 BEST ST BSTW POND RD 8.5' BSTNC 211 ABERDEEN RD 24' BST EXISTING RR R/W EXISTING RR R/W 160.00'EXISTING R/WEXISTING R/W60.00' EXISTING R/W EXISTING R/W100.00'WOODS WOODS WOODS WOODS WOODS ABERDEEN & ROCKFISH RR ABERDEEN & ROCKFISH RR CONC 1SBKD CONCS BST1SBKD S SCONCCONC CONC HTR S 1SF&BKD ABAND HTR S S 48" CHL48" CHL48" CHL 48" CHL S GRGRGR GRSR 1387 BEST ST BSTW POND RD 8.5' BSTNC 211 ABERDEEN RD 24' BST BRADLEY R. CALLOWAYS 30°52'40" W55.82'S 4 1° 1 7' 2 0" ES 32°05'20" E S 01°44'40" WN 71°22'15" W 137.07'N 19°02'40" E217.90'S 71°47'20" E 111.34' N 70°57'20" W 40.14' N 19°02'40" E 15.73'N 19°03'40" E174.35'N 14°42'40" E190.00' S 25°06'16" E N 84°47'05" W 253.27'0.71' N 88°27'38" W 200.29'S 01°47'02" W99.81'S 25°28'54" E47 1 .49'N 0 1 ° 5 4' 1 6 " W3 7 2 . 3 2'N 19°03'40" E225.51'S 14°42'40" W224.90'S 14°42'40" W438.26'S 01°47'02" W131.14'EXISTING RR R/W EXISTING RR R/W 160.00'0.47'N 14°55'05" E203.30'EXISTING R/WEXISTING R/W60.00' EXISTING R/W EXISTING R/W100.00'W/LT W/LT T TS 06°48'15" W163.85' WOODS WOODS WOODS WOODS WOODS ROSIE V. McNATT-WALTERS KRISTINA STAUB DORIS C. CALLOWAY DORIS C. CALLOWAY RALPH L. CALLOWAY CAMERON PERRY ANNIE BLUE CAROLYN D. BLANTON AND WIFE, JACK L. BLANTON CAROLYN D. BLANTONAND WIFE,JACK L. BLANTONCAMMIE CALLOWAY LULA S. NELSON ABERDEEN & ROCKFISH RR ABERDEEN & ROCKFISH RR BRAD CALLOWAY 15" RCP 15" RCP 15" RCP 15" RCP 15" HDPE18" RCP15" HDPE15" H D P E JUNCTION POSSIBLE 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" HDPE18" RCP15" HDPE15" H D P E JUNCTION POSSIBLE 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" HDPE18" RCP15" HDPE15" H D P E JUNCTION POSSIBLE 15" RCP Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 PE ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET P P (POND) SURFACE WATER DENOTES IMPACTS IN SEE INSET A INSET A SHEET 51 OF 60 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 54R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh54.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -L- STA. 676+50.00 SEE SHEET 53MATCHLINE -L- STA. 690+00.00 SEE SHEET 55www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 8 3 OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH FOR -L- PROFILE, SEE SHEET NOS. 97-98 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, 680+00 685+00 V = 60MPH -L- C C C C C C C C C C C C C C F F F C F F C C C F C C C C CC SITE 20 SEE INSET A BL-171 BL-172 OF 18" PINE RR SPIKE IN BASE 359.35' RIGHT BL STA 681+69.42 E 1,914,646 N 455,832 ELEV=347.56' BM #36 C C C C C C C C C C C C C C F F F C F F C C C F C C C C CC 680+00 685+00 V = 60MPH -L- 50 PR 100 PR 100 PR 6 FO 96 FO 48 FO 8" PVC C C C C C C C C C C C C C C F F F C F F C C C F C C C C CC REM REM REM REM REM REM REM REM REM NEW NEW NEW NEW NEW NEW NEW NEW NEW REMOVE REMOVE REMOVE REMOVE HW SEE DETAIL A SPECIAL CUT DITCH REMOVE REMOVER E MO V E SEE DETAIL E SPECIAL LATERAL V DITCH 15" 15" 36" RCP-IV36" RCP-IVSEE DETAIL A SPECIAL CUT DITCH 18" RCP-III P W/10 SY GEOTEXTILE 3 TONS CL I RIP RAP W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH 15" 15" PLUG & FILL 2GI 2GI-D P W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH P W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH P W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH REMOVE REMOVE REMOVE REMOVE HW SEE DETAIL A SPECIAL CUT DITCH REMOVE REMOVER E MO V E SEE DETAIL E SPECIAL LATERAL V DITCH 15" 15" 36" RCP-IV36" RCP-IVSEE DETAIL A SPECIAL CUT DITCH 18" RCP-III P W/10 SY GEOTEXTILE 3 TONS CL I RIP RAP W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH 15" 15" PLUG & FILL 2GI 2GI-DREMOVEREMOVE REMOVE REMOVE HW SEE DETAIL A SPECIAL CUT DITCH REMOVE REMOVER E MO V E SEE DETAIL E SPECIAL LATERAL V DITCH 15" 15" 36" RCP-IV36" RCP-IVSEE DETAIL A SPECIAL CUT DITCH 18" RCP-III P W/10 SY GEOTEXTILE 3 TONS CL I RIP RAP W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH 15" 15" PLUG & FILL 2GI 2GI-D Submitted 6/24/2021 CONC 1SBKD CONCS BST1SBKD S SCONCCONC CONC HTR S 1SF&BKD ABAND HTR S S 48" CHL48" CHL48" CHL 48" CHL S GRGRGR GRSR 1387 BEST ST BSTW POND RD 8.5' BSTNC 211 ABERDEEN RD 24' BST BRADLEY R. CALLOWAYEIP EIP EIP EIP REBAR REBAR REBAR EIP EXISTING RR R/W EXISTING RR R/W 160.00' BL-171 BL-172 EIP EXISTING R/WEXISTING R/W60.00' EXISTING R/W EXISTING R/W100.00'OF 18" PINE RR SPIKE IN BASE 359.35' RIGHT BL STA 681+69.42 E 1,914,646 N 455,832 ELEV=347.56' BM #36 W/LT W/LT T T 50 PR 100 PR 100 PR 6 FO 96 FO 48 FO 8" PVC EIP WOODS WOODS WOODS WOODS WOODS ROSIE V. McNATT-WALTERS KRISTINA STAUB DORIS C. CALLOWAY DORIS C. CALLOWAY RALPH L. CALLOWAY CAMERON PERRY ANNIE BLUE CAROLYN D. BLANTON AND WIFE, JACK L. BLANTON CAROLYN D. BLANTONAND WIFE,JACK L. BLANTONCAMMIE CALLOWAY LULA S. NELSON ABERDEEN & ROCKFISH RR ABERDEEN & ROCKFISH RR BRAD CALLOWAY CONC 1SBKD CONCS BST1SBKD S SCONCCONC CONC HTR S 1SF&BKD ABAND HTR S S 48" CHL48" CHL48" CHL 48" CHL S GRGRGR GRSR 1387 BEST ST BSTW POND RD 8.5' BSTNC 211 ABERDEEN RD 24' BST EXISTING RR R/W EXISTING RR R/W 160.00'EXISTING R/WEXISTING R/W60.00' EXISTING R/W EXISTING R/W100.00'WOODS WOODS WOODS WOODS WOODS ABERDEEN & ROCKFISH RR ABERDEEN & ROCKFISH RR CONC 1SBKD CONCS BST1SBKD S SCONCCONC CONC HTR S 1SF&BKD ABAND HTR S S 48" CHL48" CHL48" CHL 48" CHL S GRGRGR GRSR 1387 BEST ST BSTW POND RD 8.5' BSTNC 211 ABERDEEN RD 24' BST BRADLEY R. CALLOWAYS 30°52'40" W55.82'S 4 1° 1 7' 2 0" ES 32°05'20" E S 01°44'40" WN 71°22'15" W 137.07'N 19°02'40" E217.90'S 71°47'20" E 111.34' N 70°57'20" W 40.14' N 19°02'40" E 15.73'N 19°03'40" E174.35'N 14°42'40" E190.00' S 25°06'16" E N 84°47'05" W 253.27'0.71' N 88°27'38" W 200.29'S 01°47'02" W99.81'S 25°28'54" E47 1 .49'N 0 1 ° 5 4' 1 6 " W3 7 2 . 3 2'N 19°03'40" E225.51'S 14°42'40" W224.90'S 14°42'40" W438.26'S 01°47'02" W131.14'EXISTING RR R/W EXISTING RR R/W 160.00'0.47'N 14°55'05" E203.30'EXISTING R/WEXISTING R/W60.00' EXISTING R/W EXISTING R/W100.00'TRANS TRANS TRANS SUPPORT SUPPORT W/LT W/LT T TS 06°48'15" W163.85' WOODS WOODS WOODS WOODS WOODS ROSIE V. McNATT-WALTERS KRISTINA STAUB DORIS C. CALLOWAY DORIS C. CALLOWAY RALPH L. CALLOWAY CAMERON PERRY ANNIE BLUE CAROLYN D. BLANTON AND WIFE, JACK L. BLANTON CAROLYN D. BLANTONAND WIFE,JACK L. BLANTONCAMMIE CALLOWAY LULA S. NELSON ABERDEEN & ROCKFISH RR ABERDEEN & ROCKFISH RR BRAD CALLOWAY 15" RCP 15" RCP 15" RCP 15" RCP 15" HDPE18" RCP15" HDPE15" H D P E JUNCTION POSSIBLE 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" HDPE18" RCP15" HDPE15" H D P E JUNCTION POSSIBLE 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" HDPE18" RCP15" HDPE15" H D P E JUNCTION POSSIBLE 15" RCP 340 345340 340340 3453453453503503 5 0 350 350350350 350355 355355 3 5 5 3553553 55 3 5 5 355 35535 5355355 355 3553553 5 5 355 3553 5 5 35 5 355355355355355 355355 3553603603603 6 0 360360360 360 360360360360 360 360 360360360360 360360 360 365365365365 365 Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 PE ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET P P (POND) SURFACE WATER DENOTES IMPACTS IN SEE INSET A INSET A SHEET 52 OF 60 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 54R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh54_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -L- STA. 676+50.00 SEE SHEET 53MATCHLINE -L- STA. 690+00.00 SEE SHEET 55www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 8 3 OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS 10-FOOT RADII UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH FOR -L- PROFILE, SEE SHEET NOS. 97-98 SEE SHEETS 2D-1 THRU 2D-6 FOR DITCH DETAILS, 680+00 685+00 V = 60MPH -L- C C C C C C C C C C C C C C F F F C F F C C C F C C C C CC SITE 20 SEE INSET A BL-171 BL-172 OF 18" PINE RR SPIKE IN BASE 359.35' RIGHT BL STA 681+69.42 E 1,914,646 N 455,832 ELEV=347.56' BM #36 C C C C C C C C C C C C C C F F F C F F C C C F C C C C CC 680+00 685+00 V = 60MPH -L- 50 PR 100 PR 100 PR 6 FO 96 FO 48 FO 8" PVC C C C C C C C C C C C C C C F F F C F F C C C F C C C C CC REMOVE REMOVE REMOVE REMOVE HW SEE DETAIL A SPECIAL CUT DITCH REMOVE REMOVER E MO V E SEE DETAIL E SPECIAL LATERAL V DITCH 15" 15" 36" RCP-IV36" RCP-IVSEE DETAIL A SPECIAL CUT DITCH 18" RCP-III P W/10 SY GEOTEXTILE 3 TONS CL I RIP RAP W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH 15" 15" PLUG & FILL 2GI 2GI-D P W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH P W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH P W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH REMOVE REMOVE REMOVE REMOVE HW SEE DETAIL A SPECIAL CUT DITCH REMOVE REMOVER E MO V E SEE DETAIL E SPECIAL LATERAL V DITCH 15" 15" 36" RCP-IV36" RCP-IVSEE DETAIL A SPECIAL CUT DITCH 18" RCP-III P W/10 SY GEOTEXTILE 3 TONS CL I RIP RAP W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH 15" 15" PLUG & FILL 2GI 2GI-DREMOVEREMOVE REMOVE REMOVE HW SEE DETAIL A SPECIAL CUT DITCH REMOVE REMOVER E MO V E SEE DETAIL E SPECIAL LATERAL V DITCH 15" 15" 36" RCP-IV36" RCP-IVSEE DETAIL A SPECIAL CUT DITCH 18" RCP-III P W/10 SY GEOTEXTILE 3 TONS CL I RIP RAP W/28 SY GEOTEXTILE 11 TONS CL I RIP RAP SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL BB W/ CL I RIPRAP STANDARD TAIL V DITCH 15" 15" PLUG & FILL 2GI 2GI-D Submitted 6/24/2021 MTL 2SFDCONCCONC CONCCONC 6" CONC CURB6" CONC CURB MTL CAN 1SBKBUS BK 1SMTLBUS S SS 72" WDBST CONC CONC CAN MTLS CONC GR SR 1203 TURNPIKE RD BST 6" C UR B 6" CURB6" CURB 30" C&G 30" C&G 42" CONC SW18" BST ROLLED CURB18" BST ROLLED CURB33' BST 38' CONC 42.5' CONC GABLE DR 27' BSTGR16' 8" PVC 8" PVC 8" PVC 8" PVC8" PVC NANCY W. DOWNING NANCY W. DOWNING NANCY W. DOWNING JAMES W. HAYNIE, SR. THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR.THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR. ROD ROD ROD ROD NAIL EIP EIP EIP EIP BL-183 BY22-338 BL-184 CONC EXISTING R/W EXISTING R/W 6 0 . 0 0' 30" C&G NC 211 ABERDEEN RD 46' BST EXISTING R/W EXISTING R/W100.00'EXISTING R/W 100.00'EXISTING R/W EXISTING RR R/W EXISTING R/WEXISTING R/W60.00' W/LT W/LT LT LT LT W/LT T T T T C T T T ELE. BOX ELE. BOX LT100 PR 400 PR 400 PR6 FO 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC8" PVCEIP WOODS WOODS WOODS DANNY PHILLIPS WARREN MAUREEN AND WIFE, WARREN CHRISTOPHER WRIGHT, SR. THOMAS F. BOARD OF EDUCATION THE HOKE COUNTY THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR.CITY OF RAEFORD15" RCP DI 15" RCP 15" RCP CB CB 18" RCP18" RCP 24" RCPS 15" RCP RIM=284.41'RCP15" CBCB2 4" R C P 18" RCP 2 4" R C P Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 WT SM WU S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET WETLAND DENOTES FILL INFF SEE INSET B INSET B SEE INSET A INSET A SHEET 53 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 63R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh63.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -L- STA. 814+00.00 SEE SHEET 64MATCHLINE -L- STA. 800+00.00 SEE SHEET 62www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83MATCHLINE A SEE INSET A SHEET 72 15+00805+00 810+00 -L--Y25-C F C F C C C C C C C C CC CCF F F F C F F F C C FF F F C C C C C S S S S S SITE 21 SITE 22 TS SEE INSET A F SEE INSET B F S S TSEPIP & ID EVOMERREMOVE EX. 18" REMOVE REMOVE 4 2 " RCP-I V42" RCP-I V4 2 " RCP-I V36" RCP-IV INV.=282.14 INV.=281.63 HW SEE DETAIL H MEDIAN DITCH SEE DETAIL H MEDIAN DITCH REMOVE CB 30" RCP-IIIREPLACE CB CB-F REMOVE AND GRADE TO DRAIN REMOVE AND GRADE TO DRAIN SEE DETAIL L TAIL DITCH REMOVE EX. 18" GRADE TO DRAIN SEE DETAIL B LATERAL V DITCH HW SEE DETAIL A SPECIAL CUT DITCH TB DI CB-G CB-G CB-G CB-G CB-G 48" RCP-III36" RCP-III 15" RCP-III 15"24" RCP-III SEE DETAIL HA LATERAL 4' BASE DITCH INV.=280.6' GEOTEXTILE W/7 SY CL B RIP RAP 2 TONS INV.=280.9' W/50 SY GEOTEXTILE 26 TONS CL I RIP RAP GEOTEXTILE INV.=282.90 8 TONS CL B RIP RAP W/21 SY CB-G SP. DET. 15"15" 24" RCP REMOVE 37' SEE DETAIL JA SPECIAL CUT 'V' DITCH PLUG & FILL 50' 2GI 2GI-A TB2GI-A 2GI-D 4 2 " RCP-I VINV.=281.63 HW 24" RCP REMOVE 37' SEE DETAIL L TAIL DITCH 15"SEE DETAIL HA LATERAL 4' BASE DITCH Submitted 6/24/2021 MTL 2SFDCONCCONC CONCCONC 6" CONC CURB6" CONC CURB MTL CAN 1SBKBUS BK 1SMTLBUS S SS 72" WDBST CONC CONC CAN MTLS CONC GR SR 1203 TURNPIKE RD BST 6" C UR B 6" CURB6" CURB 30" C&G 30" C&G 42" CONC SW18" BST ROLLED CURB18" BST ROLLED CURB33' BST 38' CONC 42.5' CONC GABLE DR 27' BSTGR16' 8" PVC 8" PVC 8" PVC 8" PVC8" PVC NANCY W. DOWNING NANCY W. DOWNING NANCY W. DOWNING JAMES W. HAYNIE, SR. THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR.THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR. ROD ROD ROD ROD NAIL EIP EIP EIP EIP BL-183 BY22-338 BL-184 CONC EXISTING R/W EXISTING R/W 6 0 . 0 0' 30" C&G NC 211 ABERDEEN RD 46' BST EXISTING R/W EXISTING R/W100.00'EXISTING R/W 100.00'EXISTING R/W EXISTING RR R/W EXISTING R/WEXISTING R/W60.00' W/LT W/LT LT LT LT W/LT T T T T C T T T ELE. BOX ELE. BOX LT100 PR 400 PR 400 PR6 FO 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC8" PVCEIP WOODS WOODS WOODS DANNY PHILLIPS THOMAS F. WRIGHT, SR. WARREN MAUREEN AND WIFE, WARREN CHRISTOPHER WRIGHT, SR. THOMAS F. BOARD OF EDUCATION THE HOKE COUNTY THOMAS F. WRIGHT, SR. THOMAS F. WRIGHT, SR.CITY OF RAEFORD15" RCP DI 15" RCP 15" RCP CB CB 18" RCP18" RCP 24" RCPS 15" RCP RIM=284.41'RCP15" CBCB2 4" R C P 18" RCP 2 4" R C P 28528528528528 5285285 285 285285285285285285285285285285285285285285285 285285 285285285285285285 285285 285285 290 2 9 0 29 029029 0 290290290 290 290290290 290 290290 290290 29 0 290 295295295295 295295 295 295295295 285285285 Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 WT SM WU S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY ENGLISH 05025 50 100 SCALE 025 25 50 SCALE FOR INSET WETLAND DENOTES FILL INFF SEE INSET A SEE INSET B INSET B INSET A SHEET 54 OF 60 PERMIT DRAWING HC HC CLEARING DENOTES HAND DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 63R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh63_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -L- STA. 814+00.00 SEE SHEET 64MATCHLINE -L- STA. 800+00.00 SEE SHEET 62www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83MATCHLINE A SEE INSET A SHEET 72 15+00805+00 810+00 -L--Y25-C F C F C C C C C C C C CC CCF F F F C F F F C C FF F F C C C C C SEE INSET B F S S TS SEE INSET B SEE INSET A F SEE INSET A SITE 21 SITE 22 TSEPIP & ID EVOMERREMOVE EX. 18" REMOVE REMOVE15 " RC P -III 15" RCP-III 4 2 " RCP-I V42" RCP-I V4 2 " RCP-I V36" RCP-IV INV.=282.14 INV.=281.63 HW SEE DETAIL H MEDIAN DITCH SEE DETAIL H MEDIAN DITCH REMOVE CB 30" RCP-IIIREPLACE CB CB-F REMOVE AND GRADE TO DRAIN REMOVE AND GRADE TO DRAIN SEE DETAIL L TAIL DITCH REMOVE EX. 18" GRADE TO DRAIN SEE DETAIL B LATERAL V DITCH HW SEE DETAIL A SPECIAL CUT DITCH TB DI 15" RCP-III 15" RCP-III CB-G CB-G CB-G CB-G CB-G 48" RCP-III36" RCP-III 15" RCP-III 15"24" RCP-III SEE DETAIL HA LATERAL 4' BASE DITCH INV.=280.6' GEOTEXTILE W/7 SY CL B RIP RAP 2 TONS INV.=280.9' W/50 SY GEOTEXTILE 26 TONS CL I RIP RAP GEOTEXTILE INV.=282.90 8 TONS CL B RIP RAP W/21 SY CB-G SP. DET. 15"15" 24" RCP REMOVE 37' SEE DETAIL JA SPECIAL CUT 'V' DITCH PLUG & FILL 50' 2GI 2GI-A TB2GI-A 2GI-D SEE DETAIL L TAIL DITCH 15"SEE DETAIL HA LATERAL 4' BASE DITCH 4 2 " RCP-I VINV.=281.63 HW 24" RCP REMOVE 37' Submitted 6/24/2021 Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120 120120 130 130130 140 140140 150 150150 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Rdy_XPL_L2_SITE21.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0 6/23/16280 280 290 290 300 300 270 808+00.00 280 280 290 290 300 300 808+50.00 280 280 290 290 300 809+00.00 280 280 290 290 300 300 270 809+50.00 280 280 290 290 300 300 310 310 270 270 810+00.00 S2 X-198R-5709 -L- 5 10 ENGLISH WETLAND WETLAND www.rkk.com Engineers | Construction Managers | Planners | Scientists SITE 21 SHEET 55 OF 60 PERMIT DRAWING 284.64 6:1 0.0200.020 285.91 288.74 6 :1 6:1 4:1 4:1 282.454:1 284.69 6:1 6:1 0.0200.020 285.33 288.47 6 :1 4:14:1 282.294:1 283.96 6 :1 0.0200.020 288.12 6:1 4:1 4 :14:1 282.14 283.71 0.0200.020 INTERSECTION -L- / -Y25- SHEAR LINE @3:1 286.48 0.0200.020 INTERSECTION -L- / -Y25- SHEAR LINE @17.24:1 Submitted 6/24/2021 SIG ARMSIG ARMABERDEEN & ROCKFISH RR8" PVCRIM=286.44'INV OUT=278.25'BY24-340EXISTING RR R/WTSS 87 °06'03" W104.57'S 18°43'51" E161.11'9.70'EIPREBARN 85°57'11" E199.02'S 00°18'49" E163.00'N 8 5 ° 5 7 ' 1 1 " E1 9 8. 9 4' 72" CHL 7 2 " CHL7 2 " CHLMTL1SBKBUS CONCCONCCONCBSTBSTCONCMONOLITHIC CONC ISLAND WOODSLANDSCAPED AREA30" C&G30" C&GSR 1311 MOCKINGBIRD HILL RD BST N 8 5 ° 3 9 ' 0 8 " E2 1 2. 6 8'S 05°11'52" E211.50'N 8 4 ° 3 3' 0 8 " E2 0 9. 2 0'N 05°26'52" W113.00'N 8 4 ° 1 7' 0 8 " E3 4 0 . 0 9'EOIHHT8" PVC8 " PVC8 " PVC200 PR 200 PR 24 FO12 FO48 FO4 8 FOEXISTING R/WEXISTING R/W60.00'EXI STI NG R/WEXI STI NG R/WEIPEIPDB 588 PG 415 MB 4 PG 9 SL 390 BURLINGTON INDUSTRIES, INC. DB 588 PG 415 MB 4 PG 9 SL 390 LESLIE F. HINSON AND WIFE, F. BRIAN HINSON DB 282 PG 778 INDUSTRIES, INC. BURLINGTON WOODS SR 1311 MOCKINGBIRD HILL RD BST WOODS 1SFD 1SBKD DB 588 PG 415 MB 4 PG 9 SL 390 INDUSTRIES, INC. BURLINGTON AREALANDSCAPEDMB 3 SL 390 FIRE DEPARTMENT, INC. NORTH RAEFORD DB 143 PG 218 CI TY OF RAEFORD60.00'SR 1 2 0 3 TURNPI KE RD PAVEDWOODS DB 956 PG 370 PHILLIP R. TAYLOR BURIED DRAIN 18" RCP 12" RCPDI DI 15" RCP15" RCP S 60" RCP J OI NTS I N THI S AREASEPARATED 60" RCPTOP=277.42'CONC HEADWALLWASHED OUTJ OI NTS I N THI S AREASEPARATED 60" RCPCONC HEADWALLWASHED OUTINCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION VEG./BARE EARTH-STABLEVEG./BARE EARTH-STABLE A A B B REMOVE HW SK REMOVE HW Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 412 412C 412 412A 412 58.00' 50.00' +80.00 66.00' +53.38 29.94' +00.00 104.23' -Y26A- +24.00 45.00' +72.00 82.00' +94.00 70.00' +63.00 100.00' +95.00 97.01' +70.00 54.00' +01.91 F F F F F F F F F F F F F F F F C C C F C C C CFFFF C F CF F F F F F F F -Y26A- 15+00 -Y 26- 20 + 00 2 5 +0 0 V = 30 MPHV = 30 MPH (STOP) SITE 22A 2 5 +0 0 SEE INSET A DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 71R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh71.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -SR1- STA. 16+50.00 SEE SHEET 72 MATCHLINE -Y26- STA. 14+50.00 SEE SHEET 64www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83 ENGLISH 05025 50 100 SCALE S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SEE INSET A INSET A 25 0 25 SCALE FOR INSET 50 SHEET 56 OF 60 PERMIT DRAWING SEE DETAIL GA TOE PROTECTION SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL C SPECIAL LATERAL V DITCH 7101 18" RCP-II I REMOVE 15" W/10 SY GEOTEXTILE 4 TONS CL I RIP RAP SEE DETAIL A SPECIAL CUT DITCH 7103 REMOVE GRADE TO DRAI NSEE DETAIL IA TAIL V DITCH 18" RCP-IV RETAIN SEE DETAIL GA TOE PROTECTION GTD JB w/MH 66" RCP-III INV.=255.00 ON BANKS ONLY W/87 SY GEOTEXTILE 48 TONS CL I RIP RAP 7104 7105 REMOVE REMOVE JB 7109 7108 EX7106 7107 2GIB-NSF CB-F CB-E 18" R C P-III 1 5 " RCP- II I 15" RCP-III 15" RCP-III RETAIN 2GI PLUG & FILLPLUG & FI LLREMOVE DI KEY INTO CHANNEL BED IN STREAM W/87 SY GEOTEXTILE 48 TONS CL II RIP RAP REMOVE HW 66" RCP-III 7105 KEY INTO CHANNEL BED IN STREAM W/87 SY GEOTEXTILE 48 TONS CL II RIP RAP REMOVE HW Submitted 6/24/2021 SIG ARMSIG ARMABERDEEN & ROCKFISH RR8" PVCRIM=286.44'INV OUT=278.25'BY24-340EXISTING RR R/WTSS 87 °06'03" W104.57'S 18°43'51" E161.11'9.70'EIPREBARN 85°57'11" E199.02'S 00°18'49" E163.00'N 8 5 ° 5 7 ' 1 1 " E1 9 8. 9 4' 72" CHL 7 2 " CHL7 2 " CHLMTL1SBKBUS CONCCONCCONCBSTBSTCONCMONOLITHIC CONC ISLAND WOODSLANDSCAPED AREA30" C&G30" C&GSR 1311 MOCKINGBIRD HILL RD BST N 8 5 ° 3 9 ' 0 8 " E2 1 2. 6 8'S 05°11'52" E211.50'N 8 4 ° 3 3' 0 8 " E2 0 9. 2 0'N 05°26'52" W113.00'N 8 4 ° 1 7' 0 8 " E3 4 0 . 0 9'EOIHHT8" PVC8 " PVC8 " PVC200 PR 200 PR 24 FO12 FO48 FO4 8 FOEXISTING R/WEXISTING R/W60.00'EXI STI NG R/WEXI STI NG R/WEIPEIPDB 588 PG 415 MB 4 PG 9 SL 390 BURLINGTON INDUSTRIES, INC. DB 588 PG 415 MB 4 PG 9 SL 390 LESLIE F. HINSON AND WIFE, F. BRIAN HINSON DB 282 PG 778 INDUSTRIES, INC. BURLINGTON WOODS SR 1311 MOCKINGBIRD HILL RD BST WOODS 1SFD 1SBKD DB 588 PG 415 MB 4 PG 9 SL 390 INDUSTRIES, INC. BURLINGTON AREALANDSCAPEDMB 3 SL 390 FIRE DEPARTMENT, INC. NORTH RAEFORD DB 143 PG 218 CI TY OF RAEFORD60.00'SR 1 2 0 3 TURNPI KE RD PAVEDWOODS DB 956 PG 370 PHILLIP R. TAYLOR BURIED DRAIN 18" RCP 12" RCPDI DI 15" RCP15" RCP S 60" RCP J OI NTS I N THI S AREASEPARATED 60" RCPCONC HEADWALLWASHED OUTJ OI NTS I N THI S AREASEPARATED 60" RCPCONC HEADWALLWASHED OUT2552602652702702752752752752752802802 8 0 280280 2802802852 8 5 2 8 5 285 285 285 285285285 285 285 285 285285 285285285285285285285 285285 285 285285285290255260265270275INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SK VEG./BARE EARTH-STABLEVEG./BARE EARTH-STABLE A A B B REMOVE HW REMOVE HW Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 412 412C 412 412A 412 F F F F F F F F F F F F F F F F C C C F C C C CFFFF C F CF F F F F F F F -Y26A- 15+00 -Y 26- 20 + 00 2 5 +0 0 V = 30 MPHV = 30 MPH (STOP) SITE 22A 2 5 +0 0 SEE INSET ASEE INSET A DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 71R-5709 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R5709_Hyd_4C_wet_psh71_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCHLINE -SR1- STA. 16+50.00 SEE SHEET 72 MATCHLINE -Y26- STA. 14+50.00 SEE SHEET 64www.rkk.com Engineers | Construction Managers | Planners | Scientists NAD 83 ENGLISH 05025 50 100 SCALE S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SEE INSET A 25 0 25 SCALE FOR INSET 50 INSET A SHEET 57 OF 60 PERMIT DRAWING SEE DETAIL GA TOE PROTECTION SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL C SPECIAL LATERAL V DITCH 7101 18" RCP-II I REMOVE 15" W/10 SY GEOTEXTILE 4 TONS CL I RIP RAP SEE DETAIL A SPECIAL CUT DITCH 7103 REMOVE GRADE TO DRAI NSEE DETAIL IA TAIL V DITCH 18" RCP-IV RETAIN SEE DETAIL GA TOE PROTECTION GTD JB w/MH 66" RCP-III INV.=255.00 ON BANKS ONLY W/87 SY GEOTEXTILE 48 TONS CL I RIP RAP 7104 7105 REMOVE REMOVE JB 7109 7108 EX7106 7107 2GIB-NSF CB-F CB-E 18" R C P-III 1 5 " RCP- II I 15" RCP-III 15" RCP-III RETAIN 2GI PLUG & FILLPLUG & FI LLREMOVE DI KEY INTO CHANNEL BED IN STREAM W/87 SY GEOTEXTILE 48 TONS CL II RIP RAP REMOVE HW 66" RCP-III 7105 KEY INTO CHANNEL BED IN STREAM W/87 SY GEOTEXTILE 48 TONS CL II RIP RAP REMOVE HW Submitted 6/24/2021 ELEVATION = 265.21' EXISTING ELEVATION = 268.49' EXISTING Responsive People | Creative Solutions www.rkk.com Engineers | Construction Managers | Planners | Scientists NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-95605/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 6/18/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\R-5709_Hyd_PFL_SITE22A.dgnFkeys250 050100 50150200 100 150 200 250 ENGLISH 280 270 260 R-5709 -Y26- STA. 25+53 SITE 22A 280 270 260 (3:1 NORMAL) L (3:1 NORMAL) O SKEW 75 C STA. 25+53 -Y26- (length=154') 66" RCP-III 250 250 SHEET 58 OF 60 PERMIT DRAWING 5 .00 % ELEVATION=255.00' PROPOSED ELEVATION=262.70' PROPOSED ELEVATION=262.42' PROPOSED JB w/MH 66 " RC P -III60" RCP Submitted 6/24/2021 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In 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 14+10 -L- LT ROADWAY FILL -WB 0.02 < 0.01 < 0.01 2 14+50 -L- RT ROADWAY FILL -WA 0.07 < 0.01 0.03 3 14+30 -L-54" RCP-III (BURIED 1') -SA 0.02 < 0.01 183 20 4 22+30 -L- LT BANK STABILIZATION -SD 0.01 < 0.01 < 0.01 20 12 ROADWAY FILL -WF < 0.01 UTILITY IMPACTS 0.02 5 23+25 -L- RT -Y2- WF 0.02 < 0.01 6 20+60 -Y2- RT UTILITY IMPACTS -WG < 0.01 6 18+50 -Y3- RT ROADWAY FILL -WG < 0.01 6 36+00 -L- LT ROADWAY FILL -WG 0.06 0.09 6 39+50 -L- LT -Y4- WG 0.03 < 0.01 6A 14+00 -Y4- RT ROADWAY FILL -WG2 < 0.01 0.03 0.02 7 35+00 -L- RT ROADWAY FILL -WH 0.06 < 0.01 0.03 8 34+65 -L- 66" RCP IV (BURIED 1') -SC < 0.01 < 0.01 85 53 BANK STABILIZATION < 0.01 26 9 165+50 -L- RT ROADWAY FILL -WJ 0.01 0.02 10 168+00 -L-ROADWAY FILL -WI 0.19 0.05 54" RCP-III -SE < 0.01 70 UTILITY IMPACTS -WI < 0.01 11 203+50 -L- LT ROADWAY FILL -WM 0.07 0.07 UTILITY IMPACTS 0.15 12 207+80 -L- RT ROADWAY FILL -WL 0.29 0.06 13 208+50 -L- LT POND DRAINAGE -WN 0.02 < 0.01 3 14 208+61 -L- 72" RCP IV (BURIED 1') -SF 0.02 185 15 279+00 -L-2@48" RCP III -SJ < 0.01 < 0.01 140 11 UTILITY IMPACTS -WW 0.01 TOTALS*:0.83 0.06 0.62 0.06 < 0.01 709 96 3 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 59 OF 60 WETLAND AND SURACE WATER IMPACTS SUMMARY W ETLAND IMPACTS SURFACE WATER IMPACTS HOKE & MOORE COUNTIES R-5709 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 6/16/2021 Submitted 6/24/2021 HandExisting Existing PermanentTemp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural SiteStationStructureFill InFill Inin Clearingin SW SWImpactsImpactsStreamNo.(From/To)Size / TypeWetlandsWetlands Wetlandsin Wetlands WetlandsimpactsimpactsPermanentTemp.Design(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)16 419+00 -L- RT60" RCP-III -SG<0.01116BANK STABILIZATION -SG<0.01 <0.01 20 1117557+75 -L-ROADWAY FILL -WP0.82 <0.010.1418564+63 -L-ROADWAY FILL -WQ0.540.05INLET, 42" RCP-III -SH<0.0126CHANNEL RELOCATION -SH0.02213BANK STABILIZATION -SH<0.01 <0.01 15 1219 666+34 -L- RT ROADWAY FILL -WR0.0320 687+32 -L- RT DITCH TO POND -PE<0.0121 809+44 -L- LT ROADWAY FILL -WT0.020.0122 810+32 -L- RTROADWAY FILL AND 0.02 <0.01 341 12TAIL DITCH -SM22A 25+53 -Y26- LT66" RCP-III - SK0.01 <0.01 6BANK STABILIZATION -SK0.012330.830.060.62 0.06 <0.01 709 96 31.41 <0.010.20 0.06 <0.01 734 65TOTALS*:2.24 <0.01 0.06 0.00 0.82 0.12 <0.01 1443 161 3Revised 2018 Feb SHEET 60OF 606/18/2021HOKE & MOORE COUNTIESNC DEPARTMENT OF TRANSPORTATIONR-5709*Rounded totals are sum of actual impactsNOTES:Site 19 has 13 SF of wetland WR that is outside of the fill slope. This area will be considered a take for the purposes of this summary sheet.There will be 0.08 acre of temporary fill in wetlands in the hand clearing areas for erosion control measures. WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYSTOTALS for SHEET 1: TOTALS for SHEET 2: Submitted 6/24/2021