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HomeMy WebLinkAbout19980260 Ver 3_U-2579DEF Forsyth January 7 2019_20190109Water Resources ENVIRONMENTAL �UPLITV Staff Review Does this application have all the attachments needed to accept it into the review process? C•' Yes C' No ID#* 20170730 Version* 3 Is this project a public transportation project? * Is this a DOT C•' Yes l' No project?* Reviewer List:* Select Reviewing Office:* Submittal Type:* Modifications r Yes l' No Dave Wanucha:eads\djwanucha Winston-Salem Regional Office - (336) 776-9800 Does this project require a request for payment to be sent? * l' Yes r No Project Submittal Form * Please note: fields marked with a red asterisk beloware required. You will not be able to submit the form until all mandatory questions are ans�red. Project Type: �' New Project C' Pre-Application Submittal C' More Information Response r Other Agency Comments l' For the Record Only (Courtesy Copy) New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre-Application Submittal - Please check the pre-application submittal if you just want feedback on your submittal and do not have the e�ectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an ebsting project. Project Contact Information Name: Kristi Lynn Carpenter for Carla Dagnino Who is subrritting the irrforrration? Email Address: cdagnino@ncdot.gov Project Information Project Name: Winston Salem Northern Beltway Eastern Section (U-2579DEF) Is this a public transportation project? �' Yes �' No Is the project located within a NC DCM Area of Environmental Concern (AEC)? C' Ye�" No �' Unknown TI P#: WBS#: U-2579DEF 34839.3.GV7 (Applies to DOT projects only) County (ies) Forsyth Please upload all files that need to be submited. aick the upload button or drag and drop files here to attach docurrent Only pdf or krre files are accepted. Describe the attachments: Application sent via email and uploaded into Laserfiche as it is too large for this electronic form. rJ By checking the box and signing box below, I certify that: o I have given true, accurate, and complete information on this form; o I agree that submission of this form is a"transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY') I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY'); I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the online form." Signature: f�rJrr �j�s'N [ }R��f-r�9Y11%t� Submittal Date: � SY,hTf� r�'_. ;L � ; \""5`, •'� � �� -.� f�� �" ' M1��. �w„"= ��."= .„�,: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR January 7, 2019 Asheville Regulatory Field Office US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 ATTN: Ms. Nicholle Braspennickx NCDOT Coordinator 7AMES H. TROGDON, III SECRETARY Subject: Request for Modification to Individual Section 404 and Section 401 Water Quality Certification for the Winston-Salem Northern Beltway from US 52 to US 311 (New Walkertown Road), Forsyth County. Federal Aid Project No. NHP-0074(213), TIP Nos. U-2579D, E& F. Division 9. Debit $570 from WBS 34839.3.GV7 References: Section 404 and 401 Individual Permit Application requested October 2, 2017 for Winston Salem Northern Beltway from I-40 to US 52 (R-2247B Phase 2, CA, CB, CD, D, EA, EB, and EC), from US 52 to US 3ll north (U-2579C Phase 2, D, E, and F) and from I-40 Business to US 311 South (U-2579AA and AB) Section 404 Individual Permit issued for Winston Salem Northern Beltway from I-40 to US 52 (R-2247B Phase 2, CA, CB, CD, D, EA, EB, and EC), from US 52 to US 311 north (U-2579C Phase 2, D, E, and F) and from I-40 Business to US 311 South (U-2579AA and AB) January 22, 2018 (SAW-2017-02112) Section 401 Water Quality Certiiication issued November 14, 2017 (WQC004131); Revision 1 dated November 27, 2017 & Revision 2 dated December 21, 2017 for Winston Salem Northern Beltway from I-40 to US 52 (R- 2247B Phase 2, CA, CB, CD, D, EA, EB, and EC), from US 52 to US 311 north (U-2579C Phase 2, D, E, and F) and from I-40 Business to US 311 South (U- 2579AA and AB) Dear Madam: The purpose of this modification request is to provide final design and impact calculations for U-2579D, E& F which was in preliminary design when the original permit was requested in 2017 for the proposed Winston Salem Northern Beltway from I-40 to US 52 (TIP Nos. R-2247B Phase 2, CA, CB, CD, D, EA, EB, and EC) and from US 52 to US 311 MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fae: (919) 250-4224 1000 BIRCH RIDGE DRIVE PROJECT DEVELOPMENT AND Customer Service: 1-877-368-4968 RALEIGH, NC 27610 ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH, NC 27699-1548 Website: www.ncdot.gov north (U-2579C Phase 2, D, E, and F) and from I-40 Business to US 311 South (U-2579AA and AB). U-2579D, E& F is an approximately 6.9 mile section of the Beltway to be constructed on new location that begins east of US 52 and extends to US 311 (New Walkertown Road). U-2579C was divided into two phases for permitting purpose. These phases were identified as U-2579C Phase 1 and U-2579C Phase 2. U-2579C Phase 1 was issued as a separate Individual Permit (USACE Action ID SAW-2017-01232 issued August 17, 2017 and DWR WQC 004123 issued July 26, 2017). U-2579C Phase 2 was permitted as part of the phased Individual Permit for Winston Salem Northern Beltway (USACE Action ID SAW-2017-02112 issued January 22, 2018 and DWR WQC issued December 21, 2017). U-2579C Phase 2 included Permit sites 1-5 on the U-2579C project. These sites are located just west of US 311 and east of the Norfolk Southern Railroad. It was determined that the impacts on U-2579C Phase 2 could not be permitted independently from the impacts with U-2579D, hence U-2579C was split into Phase 1 and 2 and permitted separately. U-2579 C Phase 2, Permit sites 3-5, are currently under construction for the U-2579C contract. Permit sites 1-2 were removed from the construction contract for U-2579C, and the limits of the U-2579D, E, & F project updated accordingly to include permit sites 1-2. The Flatiron Constructors Inc. - Blythe Development CO Joint Venture Design-Build Team currently working on the U-2579D, E& F project has incorporated permit sites 1(new sites 28 and 29) and 2(new site 30) into their design, which has resulted in decreased impacts and plan sheet changes. Revised impacts are shown in Tables 1 and 2 and included on Permit Impact Sheets 80 to 89 of 97 for U-2579C Phase 2 permit sites 1-2 (new sites 28, 29, and 30). There will be 13,578 linear feet of permanent stream impacts and 608 linear feet of temporary stream impacts associated with construction of the U-2579 D, E& F project. Permanent impacts to wetlands total 1.66 acres due to fill, excavation, and mechanized clearing on the U-2579 D, E& F project. Of those totals, 1,5241inear feet of permanent stream impact, 341inear feet of temporary stream impact, and 0.57 acre of permanent wetland impact (fill, excavation, and mechanized clearing) are due to the construction of U-2579C Phase 2 Sites 1-2 (Sites 28, 29, and 30). No temporary wetland impacts due to iill or hand clearing will occur during project construction. Please see the enclosed Concurrence Point 4B and 4C meeting minutes, Stormwater Management Plan, permit drawings, and roadway plans for section U-2579 D, E& F. Information regarding project purpose and need, NEPA document status, resource status, federally protected species, moratorium, indirect cumulative impact analysis, cultural resources, wild and scenic rivers, and FEMA compliance submitted in the original permit application remains valid and is incorporated by reference. In October 2018, the HPO concurred to a design change at the Clayton Family Farm. The original plans indicated a temporary construction easement (TCE) would be needed; however, during iinal design a permanent drainage easement was deemed necessary to Permit Modification for U-2579D, E&F Page 2 of 19 accommodate a ditch tie-in and maintenance just inside the historic boundary of the Clayton Family Farm (see attached Greensheet Commitments and Concurrence Assessment and Roadway Plan Sheet 42). Impacts to Water of the U.S. Tables 1, 2, and 3 summarize the impacts to jurisdictional water resources for the final design of U-2579D, E& F. Site numbers correspond with the permit (hydraulic) drawings included in this application. The stream and wetland site IDs correspond with the Preliminary Jurisdiction Determination Report, R-2247 / U-2579, January 2016. A brief description of each impact site will follow the tables. Table 1. U-2579D, E& F Wetlands Im acts * Permit Permanent Impacts Site Site ID' �'�'etland Fill Impacts Excavation Mechanized Requiring Number Size (ac) a� (ac) Clearing (ac) Miti ation ac Section D 15A ES-W28 0.05 0.04 0 0 0.04 Section D Tota13: 0.04 0 0 0.04 Section E 6A ES-W3 0.20 0.11 <0.01 0.01 0.12 8A ES-W38 <0.01 <0.01 0 0 0.01 8B ES-W4 0.52 0.51 0 0 0.51 l0A ES-W36 0.08 0.03 0 <0.01 0.03 lOB ES-W37 <0.01 <0.01 0 0 0.01 11A ES-W33 0.10 0.08 0 0 0.08 12A ES-W31 0.09 0.08 0 0 0.08 13A ES-W51 0.41 0 0 <0.01 0.01 Section E Tota13: 0.82 0.01 0.02 0.85 Section F lA ES-W44 0.06 0.06 0 0 0.06 1 B ES-W 1 0.10 0.07 0 0 0.07 1 C ES-W2 0.02 0.02 0 0 0.02 1 D ES-W43 <0.01 <0.01 0 0 0.01 2A ES-W46 0.02 0.01 0 0 0.01 SA ES-W47 0.03 0.02 0 0 0.02 SB ES-W45 0.01 <0.01 <0.01 0 0.01 Section F Tota13: 0.19 0.01 0 0.20 U-2579D, E&F Project Tota13: 1.05 0.02 0.02 1.09 Permit Modification for U-2579D, E&F Page 3 of 19 Permit Permanent Impacts Site Site ID' �'�'etland Fill Impacts Excavation Mechanized Requiring Number Size (ac) a�, (ac) Clearing (ac) Miti ation ac Revised Section C-Phase 2 4 28 (Revised U-2579G ES-W6 0.28 0.26 0 0 0.26 Phase 2, Site 1 29A (Revised U-2579C- ES-W7 <0.01 <0.01 0 0 0.01 Phase 2, Site 1 29B (Revised U-2579C- ES-W6 0.33 0.26 0.03 0.01 0.30 Phase 2, Site 1 Section C-Phase 2 Re3 ised 11/29/2018 0.53 0.03 0.01 0.57 Total . Notes: * Wetlands impacted are riparian. l Wetland number corresponds with the Preliminary Jurisdictional Determination Report, R-2247 / U-2579, January 2016 labeling. 2 Wetland size is based on NCDOT WET File 3 Rounded totals are the sum of actual impacts to l/1000th. 4 Section U-2579C-Phase 2 was previously permitted and impacts were mitigated. Sites lA, 1B, 1C, 1D, and 2A are impacts as a result of roadway iill for the ramp, loop, and mainline at NC 66 (University Parkway). All of these are total take wetland impacts. Site SA and Site SB are due to roadway fill, 6' x 6' RCBC, and ditch impacts. These are total take wetland impacts. Site 6A impacts are due to roadway fill and 42" RCP; however, 2:1 side slopes with guardrail were used to minimize impacts. Site 8A impacts are due to roadway fill and 42" RCP at the Germanton Road interchange. Site 8B impacts are due to the proposed 36" RCP-IV outlet, and 15" RCP-III outlet at spring locations. An energy dissipator was added at the 36" outlet along with a ditch between the outlet of 36" RCP and 42" under the mainline. The wetland has been considered a total take at this location due to ditching through wetlands. Site l0A and Site lOB are due to roadway fill and 42" RCP. 2:1 side slopes with guardrail were used to minimize impacts at Site 10A. Site lOB is a total take. Site 11A impacts are due to roadway fill and 48" RCP. 2:1 side slopes with guardrail were used to minimize impacts; however, the wetland has been considered a total take at this location. Site 12A impacts are due to roadway fi1L This is a total take of the wetland. Permit Modification for U-2579D, E&F Page 4 of 19 Site 13A is due to mechanized clearing at the wetland located northeast of Site 13. This small impact is a result of ensuring the ditch is appropriately connected to the wetland. Elevations will be set in order to maintain the wetland and not create draining impacts. Site 15A impacts are due to roadway fill and a 5' x 6' RCBC. 2:1 side slopes and guardrail were used for minimization of impacts; however, the wetland is a total take at this location. Site 28, Site 29A, and Site 29B (Revised U-2579GPhase 2 Permit Site 1) impacts are due to roadway fill. These locations were permitted and mitigated under the U-2579C — Phase 2 section of the project. The wetlands are total take impacts. Table 2. U-2579D, E, & F Surface Water Im acts and Descri tions Permit Perm. Temp. Permanent Stream ID / Type of Impacts Site Impact Type Impacts Impacts Waterbody Stream Re uiring Number lf. lf. � Mitigation Section D 15 ES-S 14 Intermittent Perm. Fill 520 15 Yes UT to Mill Creek 16 ES-S 15 Intermittent Perm. Fill 152 0 Yes UT to Mill Creek Perennial Perm. Fill 361 20 Yes 1 � ES-S 16 perennial Perm. Fill 928 23 Yes UT to Mill Creek 1 g ES-S68 Intermittent Perm. Fill 161 11 Yes UT to Mill Creek ES-S 19 Perm. Fill 250 11 Yes 19 Perennial UT to Mill Creek Ditch 91 15 Yes 20 Perennial Remove Pipe 35 31 No 20A Perennial Bank Stabilization 16 21 No 20B ES-S20 perennial Bank Stabilization 20 21 No Mill Creek 20C Perennial Temp. Work Pad 0 �0. 6 ac) No 21 ES-S53 Perennial Channel Change 133 0 Yes UT to Mill Creek Perennial Bank Stabilization 10 10 No 22 ES-S52 perennial Perm. Fill 97 7 Yes UT to Mill Creek ES-S21 Perm. Fill 348 11 Yes 23 Perennial UT to Mill Creek Bank Stabilization 26 10 No 24 ES-S22 Intermittent Channel Change 120 10 Yes UT to Mill Creek 25 ES-S23 Intermittent Perm. Fill 294 10 Yes UT to Mill Creek ES-S24 Perm. Fill 519 10 Yes 26 Perennial UT to Mill Creek Bank Stabilization 24 10 No ES-S25 Perm. Fill 328 0 Yes 27 Perennial UT to Mill Creek Bank Stabilization 35 8 No Permit Modification for U-2579D, E&F Page 5 of 19 Permit Perm. Tem Permanent Stream ID / Type of p' Impacts Site Impact Type Impacts Impacts Waterbody Stream Requiring Number lf. lf. Mitigation Bank Stabilization 37 12 No 32 ES-S 17 perennial Bank Stabilization 172 19 No Mill Creek 34 ES-S26 perennial Bank Stabilization 24 11 No UT to Mill Creek Section D Total: 4,701 461 Section D Total Perm. Impacts (Perm. Fill + Bank Stab.): 4,701 Section D Bank Stabilization / Pipe Removal Impacts: 399 Section D Total Impact Requiring Mitigation: 4,3021f Section E 6 ES-S4 perennial Perm. Fill 824 7 Yes Trick-Um Creek ES-SS 7 UT to Trick-Um Intermittent Perm. Fill 266 0 Yes Creek ES-S6 Intermittent Perm. Fill 215 0 Yes g UT to Trick-Um Creek Perennial Perm. Fill 703 19 Yes Intermittent Perm. Fill 154 0 Yes 9 ES-S7 perennial Perm. Fill 632 0 Yes UT to Buffalo Creek Perennial Bank Stabilization 14 0 No 10 ES-S8 perennial Perm. Fill 364 13 Yes UT to Buffalo Creek 11 ES-S9 perennial Perm. Fill 615 0 Yes UT to Buffalo Creek 12 ES-S58 perennial Perm. Fill 410 10 Yes UT to Mill Creek 13 ES-S10 perennial Perm. Fill 337 22 Yes UT to Mill Creek 14 ES-S 13 perennial Perm. Fill 220 11 Yes UT to Mill Creek 31 ES-S60 Intermittent Ditch 57 0 Yes UT to O burn Branch 33 ES-S62 perennial Channel 20 21 Yes Buffalo Creek Improvement Section E Total: 4,831 103 Section E Total Perm. Impacts (Perm. Fill + Bank Stab.): 4,831 Section E Bank Stabilization Impacts: 14 Section E Total Impact Requiring Mitigation: 4,817 Section F Permit Modification for U-2579D, E&F Page 6 of 19 Permit Perm. Tem Permanent Stream ID / Type of p' Impacts Site Impact Type Impacts Impacts Waterbody Stream Requiring Number lf. lf. Mitigation ES-S1 Perm. Fill 1522 0 Yes 1 Rough Fork Perennial Bank Stabilization 20 0 No 2 ES-S67 perennial Perm. Fill 86 0 Yes UT to Rou h Fork 3 ES-S65 perennial Perm. Fill 120 0 Yes UT to Rou h Fork 4 ES-S2 perennial Perm. Fill 132 0 Yes UT to Rou h Fork 5 ES-S3 perennial Perm. Fill 642 10 Yes Rou h Fork Section F Total: 2,522 10 Section F Total Perm. Impacts (Perm. Fill + Bank Stab.): 2,522 Section F Bank Stabilization Impacts: 20 Section F Total Impact Requiring Mitigation: 2,502 Section D, E& F Totals Total: 12,054 574 Total Permanent Impacts (Perm. Fill + Bank Stabilization): 12,054 Bank Stabilization / Pipe Removal Impacts: 433 Total Impact Requiring Mitigation: 11,6211f Revised Section C-Phase 2 * 29 ES-S48 Perm. Fill / Ditch 906 0 Yes (U-2579C Perennial Site 1 UT to Frazier Creek Bank Stabilization 40 10 No 30 ES-S27 Perm. Fill 563 14 Yes (U-2579C Perennial Site 2 UT to Frazier Creek Bank Stabilization 15 10 No Total: 1,524 34 Total Permanent Impacts (Perm. Fill + Bank Stabilization): 1,524 Bank Stabilization Impacts: 55 Total Impact Requiring Mitigation: 1,4691f * *Impacts far the Revised Section C-Phase 2 were previously mitigated. The design revisions illustrated in the attached plan sheets result in a reduction of impacts that will result in a surplus of mitigation obtained on the Section C-Phase 2 portion of the project. See Compensatory Mitigation discussion. Site 1, Site 2, Site 3, and Site 4 impacts are due to the interchange at NC66. Roadway impacts include installation of a 54" RCP/66" RCP which will not be buried due to slope. 2:1 side slopes with guardrail were used to minimize impacts. Slopes were flattened in the Ramp A gore due to steep terrain. The last run of pipe (66" RCP) will be flattened to 0.5% to reduce outlet velocity. Of the 1,5421f of permanent stream impacts at Site 1, 1,4701f is due to the installation of the 54" RCP/66" RCP, 521f is due to outlet channel protection, and 20 lf is due to bank stabilization. The 861f of permanent impact at Site 2, 1201f of Permit Modification for U-2579D, E&F Page 7 of 19 permanent impact at Site 3, and 132 lf of permanent impact at Site 4 are all due to roadway iill. Site 5 impacts are due to the roadway fill and installation of a 6' x 6' box culvert. The outlet of a 30" pipe will be discharged into the existing channel and armored to allow dissipation before entering the main channel. The 24" pipe will be discharged to a ditch with flatter terrain to allow for dissipation before entering the main channel. Inlet protection is included due to a 15" pipe discharging near the headwall and the ditch entering on the opposite side of the channel. Of the 642 lf of permanent stream impacts at Site 5, 561 lf is due to the installation of the 6'x6' RCBC, 31 lf due to inlet channel protection, and SO lf is due to outlet channel protection. Site 6 includes a proposed 42" RCP which will not be buried due to the steep slope. A ditch will be added in the wetland at the inlet to create a single low point at the 42" pipe inlet. The pipe outlets to a lateral base ditch prior to entering the main channel to allow for energy dissipation. Outlet protection will be added to the 5' x 6' RCBC to maintain stream stability. Of the 824 lf of permanent stream impacts at Site 6, 740 lf is due to the installation of the 42" RCP/6'x6' RCBC and 841f is due to ditching at the inlet. Site 7 impacts are due to a proposed 6'x 6' RCBC which will not be buried due to the steep slope. Inlet channel protection is illustrated at the culvert inlet where the ditches tie to the channel. Additional impacts will occur at the culvert inlet to fill in an existing headcut. An energy dissipator and overwidened ditch with permanent rock checks were provided prior to entering the stream. Of the 2661f of permanent stream impacts at Site 7, 228 lf is due to the installation of the 6' x 6' RCBC and 38 lf is due to inlet channel protection. Site 8 impacts are due to the interchange at NC 8(Germanton Road). The majority of the impacts at this site are due to installation of a 42" RCP which will not be buried due to slope. A 30" pipe also outlets adjacent to the 42' RCP. The last section of the 42" pipe will be flattened to reduce velocity. There will be stream impacts due to ditching of the stream through the wetland in Ramp C as there is no defined channel. Of the 918 lf of permanent stream impacts at Site 8, 679 lf is due to the installation of the 42" RCP, 215 lf for ditching, and 24 lf is due to outlet channel protection. Site 9 impacts are due to the interchange at NC 8(Germanton Road). A 36" RCP/42" RCP will be installed at this location with an energy dissipator at the outlet due to high velocities. Slopes in the interior of the interchange were flattened. Of the 800 lf of permanent stream impacts at Site 9, 758 lf is due to the installation of the 42" RCP, 28 lf is due to installation of an energy dissipator basin, and 141f of bank stabilization. Site 10 impacts are due to roadway fill. A 42" RCP will be installed but will not be buried due to steep slopes. The pipe location was altered in order to pick up the larger drainage area of the previously breached pond. Outlet protection is provided and the 18" RCP downstream of project will be left in place. Of the 3641f of permanent stream impacts at Site 10, 335 lf is due to the installation of the 42" RCP and 29 lf is due to outlet channel protection. Permit Modification for U-2579D, E&F Page 8 of 19 Site 11 and Site 33 are due to roadway fill. A 48" RCP will be installed but not buried due to slope. An energy dissipator, overwidened ditch, and permanent rock checks will be provided to reduce velocity. The connection of the stream at Site 11 and Site 33 will be improved with grading for a better channel tie. The 24" RCP being retained at the inlet is perched so a drop box will be added and ditch graded between that pipe and the proposed 48" RCP. Site 33 was previously illustrated as Site 34 in the 4C minutes; however, this was updated as there was a numbering conflict in the permits drawings. Of the 615 lf of permanent stream impacts at Site 11, 557 lf is due to the installation of the 48" RCP and 58 lf is due to outlet channel protection. Site 33 (previously illustrated as Site 34 as noted above) is at Buffalo Creek due to the channel tie noted above which results in 20 lf of permanent stream impacts illustrated as outlet channel protection. Site 12 impacts are due to roadway fill. The stream will be relocated and a ditch block will be installed. The relocation will be lined with class I rip-rap. Channel modification at Site 13 allows the stream relocation to tie at a better angle. Of the 4101f of permanent stream impact due to fill at Site 12, 3341f will be relocated to a ditch. Site 13 impacts are due to roadway fill and installation of a 5' x 6' reinforced concrete box culvert which will not be buried due to slope. Channel improvements will be made on the upstream side of the culvert to eliminate the bend and allow the ditch and stream relocation better ties. Outlet channel protection is provided. The 18" pipe which discharges upstream of ES-S ll(not impacted) should not restrict drainage to ES-S 11 or create erosive flows to the channel. The ditch elevation near the inlet maintains the current elevation so it should not drain the wetland (Wetland ES-W51) (Site 13A). Of the 3371f of permanent stream impacts at Site 13, 2721f is due to the installation of the 5' x 6' RCBC, 191f is due to outlet channel protection, and 46 lf is due to inlet channel protection. Site 14 impacts are due to roadway fill. Stream ES-S 13 begins downstream of the jurisdictional pond ES-P2. A spring box will be installed and connect to the 48" RCP with outlet protection. The downstream channel will be altered to improve the bend. Of the 220 lf of permanent stream impacts at Site 14, 183 lf is due to the installation of the 48" RCP and 37 is due to outlet channel protection. Site 15 impacts are due to roadway fill and a 5'x 6' culvert will be constructed but will not be buried due to steep slopes. Inlet and outlet channel protection will be installed to provide long term stability. Longer wing walls are shown on the plans and the ditches tie at appropriate angles. Of the 5201f of permanent stream impacts at Site 15, 4461f is due to the installation of the 5' x 6' RCBC, 43 lf is due to outlet channel protection, and 31 lf is inlet channel protection. Site 16 impacts are due to roadway fill at the Baux Mountain Road interchange. A 42" RCP is proposed which will not be buried. There will be inlet and outlet protection. A ditch will be added between the 30" RCP and the 42" RCP inside the interchange due to Permit Modification for U-2579D, E&F Page 9 of 19 steep slopes and temporary impacts during construction. The 42" outlet ditch will be realigned for a better tie with existing stream. Of the 513 lf of permanent stream impacts at Site 16, 2001f is due to the installation of the 42" RCP, 190 lf is due to ditching, 991f is due to roadway fill, and 241f for outlet channel protection. Site 17 impacts are due to roadway fill and a proposed 6' x 6' RCBC which will not be buried. Inlet channel protection and outlet protection will be provided. Additional protection is proposed at the tie-in of the lateral base ditches near the inlet of the 6' x 6' RCBC. Of the 928 lf of permanent stream impacts at Site 17, 8541f is due to the installation of the 6' x 6' RCBC, 45 lf is inlet channel protection, and 291f is due to outlet channel protection. Site 18 impacts are due to roadway fill and proposed 42" RCP which is not buried due to steep slope. Outlet channel protection is provided. Of the 161 lf of permanent stream impacts at Site 18, 1371f is due to the installation of the 42" RCP and 24 lf is due to outlet channel protection. Site 19 impacts are due to roadway fill and proposed 5'x7' culvert which will be buried 1' with no baffles. A 1' sill will be placed on the culvert and backfilled with native material. The 24" pipe downstream will be removed. The downstream channel is shallower than upstream so outlet channel improvements will be provided which include ditching and outlet channel protection. Of the 341 lf of permanent stream impacts at Site 19, 2501f is due to the installation of the 5' x 7' RCBC, 181f is due to the channel outlet protection at the outlet of the 5' x 7' RCBC, and 73 lf is due to ditching. Site 20 involves removing 2 x 72" CMP (under Phelps Dive) at Mill Creek. Removal of these pipes will improve floodplain and floodway width. This location is downstream of the project crossing of Mill Creek. A large scour hole is present due to undersized pipes. Once the pipes are removed the site is to be monitored in the field for potential head cutting. If head cutting is an issue, changes will be made as needed. The 35 lf of permanent stream impact at Site 20 is due to placement of rip rap in scour hole. Site 20A includes 16 lf of permanent bank stabilization (rip rap at embankment) at the ditch tie in to Mill Creek. Site 20B includes 20 lf of permanent bank stabilization (rip rap at embankment) at the relocated ES-S53 channel tie in to Mill Creek. Site 20C includes a temporary crossing added at Mill Creek. The temporary impact is 165 lf (0.06 ac). The Design Build Team will add pipes to the stream and cover them to create a temporary work pad. The temporary work pad pipes will maintain 50% of the open stream width. This location will be determined in the field and should be placed in a location that is not overwidened. The Design Build Team will also coordinate with the Division staff in order to have beaver dams removed prior to construction of the Mill Creek bridge. Permit Modification for U-2579D, E&F Page 10 of 19 Site 21 is due to needing to realign the tributary entering Mill Creek away from where the proposed bridge piers will be placed. Bank stabilization will be used for the lateral V ditch where it ties to the relocated stream into the lateral base ditch. Of the 143 lf of permanent stream impacts at Site 21, 133 lf is due to the channel realignment and lO lf is due to bank stabilization along the channel. Site 22 is due to roadway iill and a 30"/36" RCP which is being installed. To address outlet velocities, an energy dissipator and additional outlet channel protection are being provided. Of the 971f of permanent stream impacts at Site 22, 621f is due to the installation of the 30"/36" RCP, 141f is due to installation of an energy dissipator basin, and 21 lf of outlet channel protection. Site 23 impacts are due to roadway fill and installation of a 6'x 6' RCBC which will not be buried. Channel protection will be added at the culvert outlet and extend to capture the tying in of a lateral V ditch and the tying in of the toe protection/18" pipe. Bank stabilization is provided at the inlet along the stream where ES-S22 ties to ES-521. Of the 3741f of permanent stream impacts at Site 23, 3141f is due to the installation of the 6' x 6' RCBC, 341f is due to outlet channel protection, and 26 lf of bank stabilization. Site 24 includes 120 lf of impacts due to a proposed channel change that will tie in at the inlet of the 6' x 6' RCBC noted in Site 23 above. Site 25 impacts are due to roadway fill and installation of a 24" RCP. Outlet channel protection is provided. Of the 294 lf of permanent stream impacts at Site 25, 282 lf is due to the installation of the 24" RCP and 12 lf is due to outlet channel protection. Site 26 impacts are due to roadway fill and a proposed 6' x 6' RCBC which will not be buried. Bank stabilization is provided at the inlet of the culvert, and channel protection is provided at the outlet of the culvert. Additional protection is proposed to extend to the tie- in of the lateral base ditch near the outlet of the RCBC. Of the 543 lf of permanent stream impacts at Site 26, 4771f is due to the installation of the 6' x 6' RCBC, 421f is due to outlet channel protection, and 241f is due to bank stabilization. Site 27 impacts are due to roadway fill and a proposed 7'x 7' RCBC which will be buried 1' without baffles. A 1' sill will be placed on the culvert and backfilled with native material. A dry detention basin has been included adjacent to the UT to Mill Creek and an overflow ditch added. Bank stabilization will be included at the inlet and outlet of the RCBC. Of the 4001f of permanent stream impacts at Site 27, 3061f is due to the installation of the 7' x 7' RCBC, 221f is due to outlet channel improvements, and 72 lf is due to bank stabilization. Site 34 is a tributary that ties to the main channel discussed in Site 27 (ES-S25) above. Twenty-four lf of bank stabilization and channel improvements are illustrated at this site in order to align the two existing channels better prior to entering the 7' x 7' RCBC. Permit Modification for U-2579D, E&F Page 11 of 19 Site 29 (Revised U-2579C-Phase 2, Permit Site 1) impacts are due to roadway fill and installation of a 24" RCP and a 30" RCP. Stream jurisdiction begins under the mainline alignment. The two smaller cross pipes were designed with skew more perpendicular to the alignment due to the parallel stream and wetland impacts. Of the 946 lf of permanent stream impacts, 40 lf of bank stabilization is provided at the downstream ditch and the channel tie, and 9061f of permanent impact is due to relocating the channel and piping. Site 30 (Revised U-2579C-Phase 2, Permit Site 2) impacts are due to roadway fill and installation of a 54" RCP which will not be buried. Bank stabilization is shown at the pipe inlet as well as outlet channel protection. An energy dissipator basin will be added at the outlet of the 30" RCP with overwidened base ditch and permanent rock checks in order to provide dissipation of stormwater before outletting to Stream ES-527. The outlet channel protection will extend to the tie-in of the standard base ditch. Of the 578 lf of permanent stream impacts at Site 30, 5321f is due to the installation of the 54" RCP, 31 lf is due to outlet channel protection, and 15 lf of bank stabilization. Site 31 is a Y- Line impact at Germanton Road. The stream jurisdiction begins at the edge of the existing right of way. The 57 lf of permanent stream impact is due to 16 lf of outlet channel protection at the proposed ditch tie in modification near the outlet of the existing 24" RCP. The remaining 41 lf is due to the stream being relocated to a ditch. Site 32 is a Y- Line impact at Baux Mountain Road. The site includes channel improvements at the Mill Creek crossing by excavating a 1' culvert bench adjacent to the existing channel. Coir fiber matting will be used on top of the bench with rip rap armoring along the stream side. In addition, a lateral ditch is proposed. There will be 172 lf of bank stabilization impacts and 19 lf of temporary impact due to temporary dewatering at this site. Table 3. U-2579D, E, & F Surface Water (Pond Permit Stream ID / Type of Site Waterbod Number Waterbody Y and rerm. remp. Impacts Impacts ac ac. 3.06 0 Impact Type 14A I ES-P2 � Pond I Perm. Draining Site 14A is due to draining and roadway fill of Pond ES-P2. Location and stabilization of the remaining channel is to be adjusted in the field as needed. Toe protection (160 1� has been included to keep the fill slope from eroding into the pond. A pond drainage plan will be provided by the design build team for NCDOT approval prior to dewatering. A Temporary Drainage Easement (TDE) has been shown on the plans to ensure the pond remains drained during construction and to reserve this area for the project in case the property should be sold. Pipe burial requirements provided by the 4B/4C meeting minutes As requested in the Concurrence Point 4B/4C meeting for U-2579D, E& F, Table 4 includes all cross pipes in jurisdictional streams and the proposed burial depth of their inverts. Please note that due to the slope of the existing stream channels and the high calculated velocities, many pipes on U-2579D, E& F carrying jurisdictional streams will Permit Modification for U-2579D, E&F Page 12 of 19 not be buried based on discussions held during the 4B/4C meetings regarding stream stability. Table 4. Pi e Invert Burial De th in Jurisdiction Streams for U-2579D, E& F Pipe Location Size and Material Impact Site Pipe Invert Burial Depth (feet) 68+33 -L- 54" RCP/66" RCP 1, 2, 3, and 4 0' 77+90 -L- 6'x6' RCBC 5 0' 124+45 -L- 42" RCP 6 0' 130+19 -L- 6'x6' RCBC 7 0' 137+73 -L- 42' RCP 8 0' 150+71 -L- 36" RCP/42" RCP 9 0' 160+35 -L- 42" RCP 10 0' 173+80 -L- 48" RCP 11 0' 207+24 -L- 5'X6' RCBC 13 0' 222+50 -L- 48" RCP 14 0' 242+86 -L- 5'X6' RCBC 15 0' 253+92 -L- 42" RCP 16 0' 261+02 -L- 6'X6' RCBC 17 0' 275+75 -L- 42" RCP 18 0' 279+30 -L- 5'X7' RCBC 19 1' 303+57 -L- 30" / 36" RCP 22 0' 316+25 -L- 6'X6' RCBC 23 0' 323+23 -L- 24" RCP 25 0' 335+66 -L- 6'X6' RCBC 26 0' 356+07 -L- 7'X7' RCBC 27 1' 409+52 -L- 54' RCP 30 0' Summary of Jurisdictional Impacts by TIP The preliminary proposed impacts for the overall project (TIP Nos. R-2247B Phase 2, CA, CB, CD, D, EA, EB, and EC and TIP Nos. U-2579AA, AB, C Phase 2, D, E, and F) will be approximately 9.19 acres of permanent wetland impacts and 58,701 linear feet of permanent stream impacts. Reference Tables 5 and 6 for a breakdown of impacts by section. The impacts reported in this Individual Permit Modiiication Application for R-2247 Sections CD and EC and U-2579C Phase 2(Sites 3-5) are based on the permitted plans and U-2579D, E& F and U-2579C Phase 2 Sites 1 and 2 on final design. The proposed impacts for the remaining project sections were determined by offsetting preliminary slope stake lines outward 25 feet on both sides of the alignment and counting impacts to all jurisdictional features. As the final design is completed for each of the remaining sections, impacts will be updated and permit modification requests will be submitted as necessary. Permit Modification for U-2579D, E&F Page 13 of 19 Table 5. Summar of Wetland Im acts b Pro'ect TIP Impacts from Final Impacts Impacts Section Design Stage Phased IP 1 Requiring A lication ac �a�� Miti ation ac R-2247EC Permitted 0.31 0.31 0.31 R-2247CD Permitted 0.04 0.04 0.04 U-2579C 0.68 Permitted 0.68 Revised 0.68 Phase 2 12 18/2018 3 U-2579AA Preliminary 1.43 - 1.43 U-2579AB Preliminary 1.5 - 1.5 U-2579D Final 0.08 0.04 0.04 U-2579E Final 0.99 0.85 0.85 U-2579F Final 0.24 0.20 0.20 R-2247EA Preliminary 0.57 - 0.57 R-2247EB Preliminary 0.09 - 0.09 R-2247B preliminary 0.27 - * Phase 2 R-2247CA Preliminary 0.71 - * R-2247CB Preliminary 1.98 - * R-2247D Preliminary 0.52 - * Totals 9.41 9.19 � 5.71 ' Final impacts for each section in the preliminary design stage will be updated with future modifications. 2 Assumes the preliminary impacts for the future sections. 3 The revisions occur to Sites 1 and 2 of the U-2579C Phase 2 Permit included in this application as Sites 28, 29, and 30. * Indicate these sections will be let in greater than 5 years. Table 6. Summar of Stream Im acts b Pro'ect TIP Impacts from Impacts Section Design Stage Phased IP Final Impacts (lf) � Requiring Application (lf) Mitigation (lf) R-2247EC Permitted 865 865 814 R-2247CD Permitted 699 699 611 U-2579C 3,266 3,178 Permitted 3,527 (Revised Revised Phase 2 12/18/2018) 3 12 18/2018) 3 U-2579AA Preliminary 3,019 - 3,019 U-2579AB Preliminary 10,315 - 10,351 U-2579D Final 5,043 4,701 4,302 U-2579E Final 4,864 4,831 4,817 U-2579F Final 2,544 2,522 2,502 R-2247EA Preliminary 6,536 - * R-2247EB Preliminary 6,593 - 6,593 R-2247B preliminary 862 - ** Phase 2 R-2247CA Preliminary 3,056 - ** Permit Modification for U-2579D, E&F Page 14 of 19 Impacts from Impacts Section Design Stage Phased IP Final Impacts (lf� 1 Requiring Application (1� Mitigation 1 R-2247CB Preliminary 5,674 - ** R-2247D Preliminary 5,762 - ** Totals 59,395 58,701 z 36,187 1 r.:_�i : ,. r�_ _ _t � 4t_ .___i:W:_..�. a_,..�_ ,. .:it t_ _ _a�4_a _ .4t �_4.___ � .,..t.�....� ��., ........ �.....�.,.. .�. �.... t.,....�...��... y....�.5,� �...�.. .. �.. �..� �..y�.�....�. ...... ��..�..... modifications. 2 Assumes the preliminary impacts for the future sections. 3 The revisions occur to Sites 1 and 2 of the U-2579C Phase 2 Permit included in this application as Sites 28, 29, and 30. *Mitigation for R-2247EA was provided by a Mitigation Bank. ** Indicate these sections will be let in greater than 5 years. The final design impacts for U-2579D, E& F were less than previously estimated by 0.22 acres of wetland and 3971inear feet of stream. The revised design for U-2579C-Phase 2 Sites 1 and 2 resulted in a reduction of impacts by 261 linear feet of stream. The decrease in impacts will result in a surplus of previously requested mitigation from NCDMS. See the details regarding this in the compensatory mitigation section. Site Specific Avoidance and Minimization Efforts Avoidance and minimization efforts were detailed in the previous permit application for the project. Additional measures have been incorporated during development of the U-2579D, E& F project plans. Below, site specific measures are detailed by permit site number and impact sheet number for ease in identification in the plan set. • Dry detention basins have been incorporated on the project. These can be seen on Permit Drawing Sheet 2 of 97 and Permit Drawing Sheet 77 of 97. • 2:1 slopes with guardrail were utilized to minimize fill impacts across the project. • Included piping of streams internal to the interchange at NC 66 (University Parkway and NC 8(Germanton Road) in order to minimize sediment losses due to clearing and steep slopes Site 1(Permit Drawing Sheet 2 of 97) and Site 9(Permit Drawing Sheet 21 of 97). • Steep slopes were flattened in specific areas to avoid sediment losses due to clearing and nearby fill activities at NC 8— C quadrant Site 8/8B (Permit Drawing Sheet 21 of 97) and Baux Mountain Road — C quadrant Site 16 (Permit Drawing Sheet 54 of 97). • Provided for energy dissipation from pipe outlets into open rip rap channels prior to tying to jurisdictional streams at Site 5(Permit Drawing Sheet 10 of 97), Site 6 (Permit Drawing Sheet 16 of 97), Site 7(Permit Drawing Sheet 16 of 97), Site 11 (Permit Drawing Sheet 34 of 97), Site 15 (Permit Drawing Sheet 50 of 97), Site 17 (Permit Drawing Sheet 54 of 97), Site 23 (Permit Drawing Sheet 69 of 97), and Site 30 (Permit Drawing Sheet 86 of 97). • Several locations had the last segment of pipe dropped to a lower elevation in order to reduce velocity at the pipe outlets. These were Site 1(Permit Drawing Sheet 2 of Permit Modification for U-2579D, E&F Page I S of 19 97), Sites 8, 8B, and 9(Permit Drawing Sheet 21of 97), and Site 22 (Permit Drawing Sheet 67 of 97). • Flattened, widened, and added in permanent rock checks into the ditches at the Tributary to Trick-Um Creek Site 7(Permit Drawing Sheet 16 of 97), ES-S9 Site 11 (Permit Drawing Sheet 34 of 97), and ES-S27 Site 30 (Permit Drawing Sheet 86 of 97) to provide energy dissipation. • Included rock and backfill material to the Tributary to Trick-Um Creek Site 7 (Permit Drawing Sheet 16 of 97) to fix the head cut issue and the Design Build Team will attempt to leave the stump in place which is currently controlling the head cut. • Added energy dissipator basins at Site 7(Permit Drawing Sheet 16 of 97), Site 8/8B (Permit Drawing Sheet 21 of 97), Site 9(Permit Drawing Sheet 21 of 97), Site 11 (Permit Drawing Sheet 34 of 97), Site 22 (Permit Drawing Sheet 67 of 97), and Site 30 (Permit Drawing Sheet 86 of 97) for added protection. • Included ditching through the wetland at Site 8/8B (Permit Drawing Sheet 21 of 97) and outlet channel protection at Site 30 (Permit Drawing Sheet 86 of 97) to stabilize the streams. • Corrected the stream ties at Site 1(Permit Drawing Sheet 2 of 97), Site 5(Permit Drawing Sheet 10 of 97), Site 6(Permit Drawing Sheet 16 of 97), Site 7(Permit Drawing Sheet 16 of 97), Site 12/13 (Permit Drawing Sheet 43 of 97), Site 14 (Permit Drawing Sheet 46 of 97), Site 19 (Permit Drawing Sheet 60 of 97), Site 27 (Permit Drawing Sheet 77 of 97), and Site 33 (Permit Drawing Sheet 34 of 97) to stabilize the existing stream. • Added a drop box to correct elevations of the perched pipe at Site 11A (Permit Drawing Sheet 34 of 97). • Relocated approximately 330 linear feet of stream at Site 12 (Permit Drawing Sheet 39 of 97) rather than piping and 441inear feet of stream at Site 24 (Permit Drawing Sheet 69 of 97). • Reevaluated the stormwater system at Site 13 (Permit Drawing Sheet 43 of 97) in order to maintain flow to the existing channel but not add additional drainage and stream velocity. • Relocated the stream to provide a better alignment for the tie in and stability at Site 14 (Permit Drawing Sheet 46 of 97). • Removed the 24" pipe downstream of the proposed 5' x 7' RCBC at Site 19 (Permit Drawing Sheet 60 of 97). • Included temporary stream impact for construction access but will place the crossing at a narrow stream segment to avoid any over widened portions of the channel at Site 20C (Permit Drawing Sheet 64 of 97) at Mill Creek. • Added in a ditch section between pipes at Site 16 (Permit Drawing Sheet 55 of 97) in order to ensure future stream stability. • Removed the existing 72" pipes at Site 20 (Permit Drawing Sheet 60 of 97) as they were undersized and it improves the entire stream system up and downstream. During construction stabilization of the stream will be monitored and a structure may be required to ensure stability. • Edited the channel relocation at Site 21 (Permit Drawing Sheet 64 of 97) to provide a better tie-in angle that closer matches the existing stream tie-in angle. Permit Modification for U-2579D, E&F Page 16 of 19 Channel excavation and installation of floodplain bench at Baux Mountain Culverts Site 32 (Permit Drawing Sheet 92 of 97). Revised U-2579GPhase 2 Sites 1 and 2(Permit Drawing Sheets 80 and 81 of 97) resulted in a reduction of 261 linear feet of permanent stream impact including bank stabilization (231 lf excluding bank stabilization). Compensatory Mitigation Total impacts for the U-2579D, E& F final design including changes to U-2579C Phase 2 permit sites 1 and 2(U-2579D, E& F permit sites 28, 29, and 30) are 13,578 linear feet of permanent stream impact and 1.66 acres of permanent wetland impact. Of the total stream impacts, 488 linear feet is bank stabilization or pipe removal impacts and will not require mitigation. Compensatory mitigation is required for 13,0901inear feet of stream and 1.66 acres of wetland and will be provided by DMS (see attached acceptance letter dated 9/29/2017). Compensatory mitigation is required for 11,621 linear feet of stream and 1.09 acres of permanent wetland impacts for U-2579D, E& F and 1,469 linear feet of stream impact and 0.57 acre of wetland impact associated with the changes to U-2579C Phase 2 Sites 1 and 2(U-2579D, E& F Sites 28, 29, and 30). Previously permitted U-2579C-Phase 2 Sites 1 and 2 were mitigated for which included 0.57 acre of wetland and 1,7001inear feet of stream. The revised design results in 231 lf less of stream impact requiring mitigation on U-2579C-Phase 2 Sites 1 and 2 based on changes made during final design of the U-2579D, E, & F Sites 28, 29, and 30. The previous mitigation acceptance also accounted for 12,451 linear feet of stream and 1.31 ac of wetland mitigation for U-2579D, E& F. The final design results in a reduction of required mitigation by 8301f of stream and 0.22 ac of wetland impacts for U-2579D, E& F(not including sites 28, 29 and 30 which were accounted for in the U-2579C Phase 2 permit). With the reduction in impacts and required mitigation of those impacts, a total of 0.22 ac of wetland mitigation and 1,061 linear feet of mitigation should be made available due to reducing impacts at Sites 1 and 2 of the U-2579GPhase 2(U-2579D, E& F Sites 28, 29, and 30) and on U-2579D, E& F sections (See Tables 7 and 8 as follows). Table 7. Summar of Wetland Im acts b Pro'ect TIP Re uirin Miti ation Wetland Impacts Final Wetland Difference in Requiring Impacts Impacts Section Design Stage Mitigation from Requiring Requiring Phased IP Mitigation (ac) Mitigation (ac) A lication (ac) ' R-2247EC Permitted 0.31 0.31 0 R-2247CD Permitted 0.04 0.04 0 U-2579C Phase 2 (U-2579D, E& F Permitted 0.68 0.68 0 Sites 28 & 29 U-2579AA Preliminary 1.43 1.43 0 U-2579AB Preliminary 1.50 1.50 0 U-2579D Final 0.08 0.04 - 0.04 U-2579E Final 0.99 0.85 - 0.14 Permit Modification for U-2579D, E&F Page 17 of 19 Wetland Impacts Final Wetland Difference in Requiring Impacts Impacts Section Design Stage Mitigation from Requiring Requiring Phased IP Mitigation (ac) Mitigation (ac) A lication (ac) ' U-2579F Final 0.24 0.20 - 0.04 R-2247EA Preliminary 0.57 0.57 0 R-2247EB Preliminary 0.09 0.09 0 Totals 5.93 5.71 - 0.22 ' Final impacts for each section in the preliminary design stage will be updated with future modifications. Table 8. Summar of Stream Im acts b Pro'ect TIP Re uirin Miti ation Stream Impacts Difference in Requiring Final Stream Impacts Section Design Stage Mitigation from Impacts Requiring Requiring Phased IP Mitigation (1�' Mitigation A lication (lf� (lf) R-2247EC Permitted 814 814 0 R-2247CD Permitted 611 611 0 U-2579C Phase 2(U- permitted 3,409 3,178 - 231 2579D, E & F Sites 29 & 30 U-2579AA Preliminary 3,019 3,019 0 U-2579AB Preliminary 10,315 10,315 0 U-2579D Final 5,043 4,302 - 741 U-2579E Final 4,864 4,817 - 47 U-2579F Final 2,544 2,502 - 42 R-2247EA Preliminary * * 0 R-2247EB Preliminary 6,593 6,593 0 Totals 37,212 36,151 - 1,061 1 r:.__i .-----__�.. r_.- i- =-- `i-- ----_i.---:.__�_ a_..s_._ ___ ___�._._ ..�___ ---.ii L_ ----a_�_a ---:�i_ c_�___ . ,.,u, .,.,i,u.,�� �.,, .,.,.,.. �.,.,�..,., ... �..� t.,�....,....,.y �.��.�,. ��.,�� ...,. �.., �.t,..u�..0 ...�., .�.��.... modifications. *Mitigation for R-2247EA was provided by a Mitigation Bank. Utility Impacts There will be no impacts associated with utility relocations for U-2579D, E& F. For all other Sections, the utility relocations will be determined during final design. Regulatory Approvals The design-build let date for the U-2579D, E& F project was March 20, 2018. Final completion is anticipated in September 2021. Section 404: We are hereby requesting the modifications described above for the USACE Individual 404 Permit signed January 22, 2018 (SAW-2017-02112), for the above- described activities. Permit Modification for U-2579D, E&F Page 18 of 19 Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from the NCDWR issued November 14, 2017 (revised November 27, 2017 & December 21, 2017) (WQC004131). In compliance with Section 143-215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the Section 401 permit modification (see Subject line). A copy of this modification request and its distribution list will be posted on the NCDOT website at: https://xfer.services.ncdot.gov/pdea/PermA�s/ Thank you for your assistance with this project. If you have any questions or need additional information, please contact Bill Barrett at 919-707-6103 or wabarrett@ncdot.gov. Sincerely, � � . / �2 Philip S. Harris III, P.E., C.P.M., Manager Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List. Attachments: NCDMS Acceptance Letter (dated 9/29/2017) Concurrence Point 4B/4C Meeting Minutes for U-2579D, E& F Stormwater Management Plan for U-2579D, E& F Permit Drawings for U-2579D, E& F Roadway Plans for U-2579D, E& F Permit Modification for U-2579D, E&F Page 19 of 19 Environmenta( Quality September 29, 2017 Mr. Philip S. Harris III, P.E., CPM Natural Environment Section, PDEA North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: ROY CO�PER Covernor Subject: DMS Mitigation Acceptance Letter: U-2579 / R-2247, Winston-Salem Northern Beltway - from South of I-40 Southwest of the City to I-74 / US 311 Southeast of the City, Forsyth 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 informarion supplied by you on September 28, 2017, the stream and wetland impacts are located in CU 03040101 of the Yadkin River basin and 03010103 of the Roanoke River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Stream & River CU Eco- Stream Wetlands Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal Ri arian Marsh Impacts Yadkin 03040101 CP 0 0 30,834.0 4.79 0 0 Irnpacts Roanoke 03010103 CP 0 0 6,414,0 1.14 0 0 ���,�� �� u�C �«Cd,�� d,�u wCua��u u��pac�.s ►�,ay oe proposea to oe mingatea ac a 1:1 mitiganon rano. 5ee perm►t application foe details. These impacts and associated mitigation needs were under projected by the NCDOT in the 2017 impact data. DMS will commit to implement sufficient compensatory stream and riparian wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a 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, Jam s Stanfill DMS edit Management Supervisor Cc: Mr. James Lastinger, USACE - Raleigh Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources - Raleigh File: U-2579 / R-2247 �Nothing Compares State of North Carofina 1 Enviranmental Quality 217 West)ones Street � 1601 Mail Service Center � Raleigh, North Carolina 27699 1601 914 707 8600 PROJECT COMMITMENTS Winston-Salem Northern Beltway WBS Element No. 34839.3.GV7 Federal-Aid Project No. NHP-0074(213) STIP PROJECTS U-2579DEF All commitments developed during the project development and design phases for the Winston- Salem Northern Beltway have been incorporated into the current design. Commitments that apply specifically to STIP Project U-2579DEF are shown in bold. Those which are not pertinent to U-2579DEF have been grayed out. PDEA, Roadway Design, Division 9 Arcf�aeologieal site 31F`����t3°`k ��is�o�i� c��r7����ry, wi�f r�quii� av�i�dr�c� �r� c�rn�liar�ce with North Carolina General Statute, Chapter 70. Action: This site is located outside of the Area of Potential Effects (A.P.E.) of the U- 2579D, E& F segments of the project and is a short distance to the west of R-2247E8. 2. *Temporary construction easements may be required for the historic Clayton Family Farm Property. Temporary easements would not constitute a use under Section 4(f). No permanent right of way (ROW) will be acquired from the Clayton Family Farm Property, and the encroachment on the property will be minimal. The duration of the temporary encroachment on the property will be shorter than the timeframe of construction for the project. The land temporarily occupied from the Clayton Family Farm will be fully restored, that is, the Clayton Family Farm will be returned to a condition that is at least as good as that which existed prior to the project. Based on preliminary plans, a temporary easement is required. Action: The project originally limited the designers to the TCE as described above within the historic boundary but current plans require a Permanent Drainage Easement (PDE). The PDE was deemed necessary to accommodate a ditch tie-in and maintenance just inside the historic boundary of the Clayton Family Farm. In October 2018, the HPO concurred to this design change at the Clayton Family Farm noting that the PDE will not affect the qualities that make this property historically significant. The property owners have been notified and area amenab/e to the PDE and the maintenance. 3. *The Eligibility of Site 31 FY64 is unknown because archaeologists were denied access to the property. If changes to the preferred alternative causes this site to fall within the Winston-Salem Northern Beltway-Project U-2579DEF Permit Green Sheet Commitments December 2018 *Commitments marked by an asterisk (*) are taken from the Memorandum of Agreement between SHPO, NCDOT, and FHWA regarding addressing the Adverse Effects to historic resources. 1of7 area of potential disturbance, an assessment will be conducted prior to construction. Currently, this site is adjacent to a non-selected alternative. Action: This site is located outside of the Area of Potential Effects (A.P.E.) of the U- 2579D, E& F segments of the project and is well to the north of U-2579D. The commitment will be fulfilled during ROW acquisition. 4. A design noise study will be prepared for the selected alternative. The date of public knowledge for noise abatement purposes is the date the Record of Decision (ROD) is signed. Projects let for construction on or after July 13, 2011 shall be reviewed under NCDOT 2011 noise analysis criteria; however, the original date of public knowledge shall remain unchanged. Action: The ROD was signed in February 2008. Design Noise Reparts based upon pr�fiminary design w�re c��E1��i�c� f�r �-2�i:� �,�, B&C in 2009. A Revised Design Noise Report based upon final design was completed for U-2579B and approved by FHWA in 2014. A Revised Design Noise Report based upon final design was completed and approved by FHWA in August 2014. Revised Design Noise Reports based upon final design of U-2579AA and AB will be completed prior to Project Letting scheduled for October 2020. All Design Noise Reports are subject to approval by NCDOT and FHWA. The original Date of Public Knowledge of February 15, 2008 will remain unchanged for all sections of U-2579. The Design Noise report for R-22247 EC and CD was completed and approved in October 2016. A Design Noise Report Addendum for R-2247CD was completed and approved in September 2017, and a Design Noise Report Addendum for R-22471��' �^�{�-� ,..^� � s�^!���d and �pprc�G�^ � i� �ctc�?�r 2�`17. Action: Design Noise Report (DNR) for U-2579DEF will be completed by the Design Build team. Draft DNR results will be reviewed by internal NCDOT units for engineering feasibility prior to finalizing the DNR. Noise walls that are recommended in the approved DNR and that pass the public preference balloting process will be constructed. 5. _ �luation of Ronald Reagan High School Action: This is not located within the U-2579D, E& F sections of the project. 6. *The NCDOT will develop Data Recovery Plans (DRP) for Sites 31FY888, 31 FY893**, 31 FY901, 31 FY902**, 31 FY903, 31 FY910�*, 31 FY911 **, 31 FY912**, 31 FY921, 31 FY925**, 31FY944, 31 FY1053/1053**, all of which will be affected by the subject project, in consultation with the North Carolina SHPO. Winston-Salem Northern Beltway-Project U-2579DEF Permit Green Sheet Commitments December 2018 *Commitments marked by an asterisk (*) are taken from the Memorandum of Agreement between SHPO, NCDOT, and FHWA regarding addressing the Adverse Effects to historic resources. 2of7 Action: Site 31FY1053/1053** is located within the A.P.E. of Segment U-2579D. It will be impacted by the construction. A data recovery plan has been developed. The excavation will be conducted once Right-of-Way is acquired. 7. *The NCDOT will ensure that each DRP is implemented after Right-of-Way is acquired or once Right-of-Entry is secured from the property owners and prior to construction activities within the site location as shown in the DRP. Action: Site 31FY1053/1053** is located within the A.P.E. of Segment U-2579D. It will be impacted by the construction. A data recovery plan has been developed. The excavation will be conducted once Right-of-Way is acquired. 8. *As they are developed, each individual DRP will be forwarded for review by the SHPO. Action: Site 31FY1053/1053** is located within the A.P.E. of Segment U-2579D. This commitment will be fulfilled after the completion of the 31FY1053/1053** data recovery excavation. 9. *Upon completion of each Data Recovery effort, the NCDOT will prepare and forward a Management Summary to the SHPO detailing the results of the Data Recovery field investigations. The Management Summary will contain sufficient information to demonstrate that the field investigation portion of the DRP has been implemented. Action: Site 31FY1053/1053** is located within the A.P.E. of Segment U-2579D. This commitment will be fulfilled after the completion of the 31FY1053/1053** data recovery excavation. 10. �`Upon receipt of the Management Summary, the SHPO will respond within ten (10) days to the recommendations contained within the document. Action: Site 31FY1053/1053** is located within the A.P.E, of Segment U-2579D. This commitment will be fulfilled after the completion of the 31FY1053/1053** data recovery excavation. 11. *Upon acceptance of the recommendations contained in the Management Summary, the SHPO will issue the NCDOT documentation that the Data Recovery field investigations have been completed. Action: Site 31FY1053/1053** is located within the A.P.E. of Segment U-2579D. This commitment will be fulfilled after the completion of the 31FY1053/1053** data recovery excavation. Winston-Salem Northern Beltway-Project U-2579DEF Permit Green Sheet Commitments December 2018 *Commitments marked by an asterisk (*) are taken from the Memorandum of Agreement between SHPO, NCDOT, and FHWA regarding addressing the Adverse Effects to historic resources. 3of7 12. *The analysis and report preparation, detailing Sites 31 FY888, 31 FY893**, 31 FY901, 31 FY902**, 31 FY903, 31 FY91 O**, 31 FY911 **, 31 FY912**, 31 FY921, 31 FY925**, 31 FY944, 31 FY1053/1053** will be completed by the NCDOT, or their consultants, within twenty-four (24) months after completion of each site's fieldwork schedule. Action: Site 31FY1053/1053** is located within the A.P.E. of Segment U-2579D. This commitment will be fulfilled after the completion of the 31FY1053/1053** data recovery excavation. PDEA, Roadway Design, Division 9, ROW Branch *In the vicinity of the Alexander Hege House, NCDOT in consultation with NC-HPO will determine the extent of control-of-access fencing, as well as its type, material, and finish. NCDOT will purchase and then install the control-of-access fencing within NCDOT ROW. NCDOT will maintain the control-of-access fencing. Action: The commitment will be fulfilled during final design and construction. Roadway Desiqn, Utility Unit. Division 9, ROW Branch NCDOT will continue to work with residents of affected communities to develop mitigation strategies for community impacts. The following options will be considered during final design to minimize impacts to communities/subdivisions: construction of noise abatement barriers landscaping or vegetative screens based on NCDOT policies and guidelines. These types of options already have been incorporated into the preliminary engineering designs where practicable, but will be further considered during final design. Action: The commitment will be fulfilled during final design and construction. 2. During final design for Projects R-2247, U-2579, and U-2579A, all utility providers and railroad operators would be coordinated with to ensure that the proposed design and construction of the project would not substantially disrupt service. Action: The commitment will be fulfilled during final design and construction. 3. The development of this project will be further coordinated with the City of Winston- Salem and Forsyth County Parks and Recreation Departments to minimize any conflicts with future parks and greenways planning. Provisions will be considered to maintain the future viability of any impacted proposed greenways. Winston-Salem Northern Beltway-Project U-2579DEF Permit Green Sheet Commitments December 2018 *Commitments marked by an asterisk (*) are taken from the Memorandum of Agreement between SHPO, NCDOT, and FHWA regarding addressing the Adverse Effects to historic resources. 4of7 Action: The commitment will be fulfilled during final design and construction. 4. NCDOT coordinated with the NCDENR Division of Waste Management and the property owner regarding the Reynolds Auto Junkyard. No known issues remain within the right of way of this site. Other sites along the selected alternatives for Projects R-2247, U- 2579, and U-2579A will be remediated as required. Action: The GeoEnvironmental Section of the Geotechnical Engineering Unity will coordinate with the Right of Way Branch to provide acquisition recommendations for sites of concern. This coordination will occur prior to the parcel being acquired. Prior to construction the GeoEnvironmental Section will a/so address contaminated soil and ground water the may be encountered during construction. Contamination will be addressed by removal and/or in a Project Special Provision. 5. NCDOT will consider wildlife crossings where appropriate in the vicinity of stream crossings, which will allow animals to cross under the Beltway. Action: No special wildlife crossings are proposed. Opportunities for wildlife to cross exist along streams under bridges and through culverts. Also, small wildlife can use floodplain drains which are provided. 6. i`��DOT wili coordinate with the Town of Kernersville regarding the compatibility of the ���pltway design with the proposed Big Mill Farm Road interchange at US 421. This ��ordination will take place once all relevant design information has been obtained regarding the design of the Big Mill Farm Road interchange. Action: Roadway Design coordinated and will continue to coordinate until project ��mpletion. 7. *NCDOT will align the Alexander Hege House driveway opposite the new intersection ramp, so property access will be under full traffic control. This will allow NCDOT and the property owner full movement for equipment and trucks. Action: The commitment will be fulfilled during final design and construction. Hydraulics Unit All bridges and culverts located in designated FEMA flood zones will be designed such than an increase in flood elevations would not exceed the lesser of 0.5 foot per the 100- year flood event or the elevation needed to protect structures. Action: The commitment will be fulfilled during final design and construction. Winston-Salem Northern Beltway-Project U-2579DEF Permit Green Sheet Commitments December 2018 *Commitments marked by an asterisk (*) are taken from the Memorandum of Agreement between SHPO, NCDOT, and FHWA regarding addressing the Adverse Effects to historic resources. 5of7 2. The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP), to determine status of project with regard to applicability of NCDOT'S Memorandum of Agreement, or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). Action: The commitment will be fulfilled during final design and construction. Coordination with the FMP will continue through project completion. 3. NCDOT will avoid installing bridge bents in creeks to the maximum extent practicable. Action: For U-2579DEF no bents were placed in any jurisdictional waters and jurisdictional resources were avoided to the maximum extent practicable. Roadside Environmental. Division 9 During design and canstruction, efforts will be made to minimize the impact to existing vegetative buffers and natural areas. NCDOT will prepare a post construction landscape design/corridor plan to mitigate construction impacts and integrate enhancements, while remaining sensitive to the environment and to the safety of the traveling public. Action: Post-construction plans will be prepared. 2. NCDOT will incorporate sediment and erosion control measures according to the Design Standards in Sensitive Watersheds for all construction in the 303(d) listed portions of Muddy Creek in compliance with 15a NCAC 04B.0124. Action: The commitment will be fulfilled during final design and construction. 3. � NCDOT will provide tree protection measures along the National Register boundary lines adjoining project construction areas. NCDOT will exercise best management practices to minimize, as practicable, tree trimming and disturbance of existing plantings along the National Register boundary. Action: NCDOT will implement commitment as described in the concurrence form with SHPO. Properties listed are Alexander Hege House, Samuel Stauber House & Barn, Jon Henry Kapp Farm, Clayton Family Farm, Seaver's Gas Station, Hammock Family Farm and John & Charles Fries Day Farm. Roadway, Hydraulics Generally, 2:1 slopes will be used where possible to minimize culvert length, and NCDOT will shorten culvert lengths where possible and daylight systems between culverts where possible in interchange areas. Winston-Salem Northern Beltway-Project U-2579DEF Permit Green Sheet Commitments December 2018 *Commitments marked by an asterisk (*) are taken from the Memorandum of Agreement between SHPO, NCDOT, and FHWA regarding addressing the Adverse Effects to historic resources. 6of7 Action: For U-2579DEF, 2:1 s/opes were used where possible to minimize culvert lengths and areas in interchanges were improved in order to daylight systems. Riqht of Way Branch NCDOT will work with the property owner of Walker Mobile Home Park off of Bethania- Tobaccoville Road to determine the feasibility of relocating the homes to another area of the parcel. Action: This commitment will take p/ace after design is complete and during Right of Way acquisition. 2. NCDOT will contact the pastor of Mount Pleasant Holiness Church prior to the public hearing and will, if desired, meet with the pastor and members of the church to discuss the impact of Project U-2579 on the church, NCDOT relocation policies, and potential relocation. Action: Since the 2004 SFEIS/SEDEIS, NCDOT and consultant staff inet with the Pastor and member of Mounty Pleasant Holiness Church during the 2005 Public hearings. The church representatives declined to attend an additional meeting regarding this project or impacts of the Northern Beltway of the church. 3. NCDOT will contact minority residents of North Oaks subdivision prior to the public hearing and will, if desired, meet with the pastor and members of the church to discuss the impact of Project U-2579 on the church, NCDOT relocation polices and potential mitigation. Action: NCDOT and consultant staff inet with North Oaks community on November 15, 2014. Division 9 Construction Unit A pre-construction survey will be done in areas of possible concern regarding structural damage to assess a pre-construction condition. Action: If needed, the commitment will be fulfilled during final design and construction of U-2579DEF. Division 9 i�uring constructian �or i�roj�ct �-25�'yHt3, �C;uU i wiii coordinate with the rarsytn County School Board to ensure the safety of those students bicycling and/or walking to Sedge Garden Elementary School. If a portion of school property is needed for a temporary construction easement, the area will be fenced to keep school children out of th? con��ructic�n site. Th� school �rQperty will f�e restored following constructions. Winston-Salem Northern Beltway-Project U-2579DEF Permit Green Sheet Commitments December 2018 *Commitments marked by an asterisk (*) are taken from the Memorandum of Agreement between SHPO, NCDOT, and FHWA regarding addressing the Adverse Effects to historic resources. 7of7 This commitment will be implemented during construction. 2. NCDOT will coordinate with local media during the construction of the project to alert the public of traffic restrictions and construction related activities. Action: In process and ongoing for U-2579DEF 3. �I�DGT si��ll not ap�rc.�ve any r�e�nr c�r�iv�w�y� p���rrsits �I�?r1� the pi•op�rty of th� f�i�taric John Henry Kapp Farm within the right of way for the Preferred Alternative. This condition shall be filed in the NCDOT Division office responsible for driveway permits. Action: This commitment will be implemented as described in the concurrence form with SHPO, during construction of the project. 4. This project involves construction activities on or adjacent to FEMA-regulated stream(s). Therefore, the Division shall submit sealed as-built construction plans to the Hydraulics Unit upon completion of project construction, certifying that the drainage structure(s) and roadway embankment that are located within the 100-year floodplain were built as shown in the construction plans, both horizontally and vertically. Action: The commitment will be fulfilled post- construction. Winston-Salem Northern Beltway-Project U-2579DEF Permit Green Sheet Commitments December 2018 *Commitments marked by an asterisk (*) are taken from the Memorandum of Agreement between SHPO, NCDOT, and FHWA regarding addressing the Adverse Effects to historic resources. 8of7 TO: Craig Lee NCDOT Hydraulics Unit FROM: Brian Steffen, PE / James Rice, PE (HDR) DATE: September 25, 2018 SUBJECT: U-2579 DEF - 4B Meeting Minutes FINAL Meeting Attendees: Robert Patterson, NCDEQ-DWR Dave Wanucha, NCDEQ-DWR (via phone) Marla Chambers, NCWRC Marella Buncick, USFWS Claire Ellwanger, USFWS Bill Barrett, NCDOT-EAU Carla Dagnino, NCDOT-EAU David Stutts, NCDOT-SMU Michael Shumsky, NCDOT-Design Build Thomas Terry, NCDOT-Design Build Craig Lee, NCDOT-Hydraulics Amy Euliss, NCDOT-Division 9(via phone) Mark Staley, NCDOT-Roadside Environmental (via phone) Travis Padgett, Blythe Development James Rice, HDR Brain Steffen, HDR Jonathan Henderson, HDR Will Moody, HDR Vickie Miller, HDR Kathleen Bell, HDR Edward Vance, STV Bryan Roden-Reynolds, US Army Corp of Engineers reviewed the 4B Plan Set separately and had no additional comments. The meeting was held on August 8th, 2018 from 9am to 12pm in the NCDOT Hydraulics Conference Room. The meeting was opened with introductions and the following items were covered with James Rice facilitating. A full set of PDF drawings was projected on screen as well as via skype for those on the phone to follow along. These resources will be made available to all attendees. The meeting attendees sign in sheet is attached. The USACE was not represented at the meeting; however, Brian Roden-Reynolds was contacted and it was determined that the meeting would move forward and a separate discussion with Brian would be available if needed prior to 4C. The italicized text indicates notes from the meeting discussion. General • Future I-74 Winston-Salem Northern Beltway from west of NC 66/SR 4000 to US 311. Approx. 7.0 miles of a six lane divided highway in new location. • 3 major interchanges: University Parkway, Germantown Rd, and Baux Mountain Rd. 1 bridge over Mill Creek. • Hydraulic analysis was based on the Winston-Salem Land Use Plans, corridor discharges were developed primarily on the assumption of single family residential areas except in the vicinity of University Parkway where some commercial development is expected • Located within the Yadkin River Basin, there are no specific stormwater requirements for this area, but will follow MEP. • Basins have been added where possible. o Turbidity MDL in this basin. • Stormwater Basin locations are still under review. Steep terrain and proximity to water table may limit use in some cases. o Design team is awaiting geotech borings in these locations. • Median ditches may provide some treatment as well as grass swale treatment for many of the ditches. • Some outlets of large pipes and culverts have high velocities due to steep terrain. Additional rip-rap placed in the bed of the jurisdictional streams is shown for mitigation of velocities. Rip-rap in streams will be embedded flush with existing stream bed. • Many of the steep pipes will not be buried. • Due to steep culverts, we have proposed baffles at 25' spacing that have been backfilled with rip-rap. These were reviewed on a case by case basis to see if there is any benefit during the meeting review. o ZISFWS noted culverts 300'-400' or more are barriers for fish passage; howeve�, stated that it is site and species specific as to which species will navigate long culverts. • All pipe/culvert sizes are preliminary and may change. • Box culverts have been used instead of pipes in some areas for maintenance purposes. • Photos of many of the sites were available during plan sheet review, but not all field work is complete yet. o Add notes on plans to indicate whether the pipe is buried or not. o Add labels for 4C plans indicating the start of jurisdictional streams if located on plans or just outside. PSH 4 • Potential impact due to PUE o Will revisit at 4C based on design PSH 5-A Jurisdictional stream Impacts • Site 1 (ES-S1) o Roadway Impacts: 2:1 side slopes w/ guardrail used to minimize impacts 0 54" pipe — 850 lf. 1.75% slope. Pipe is not buried due to steepness and long length Wetland Impacts • Site 1B (ES-W1), 1C (ES-W2), 1D (ES-W43) 2 o Due to roadway fill for ramp, loop, and mainline • Y 1 LPD 14+00 LT o Media iilter basin location o Receiving drainage from loop and University Parkway PSH 5-B Jurisdictional stream • Site 1(ES-S1), Site 2(ES-67), Site 3(ES-65), Site 4(ES-S2), o From embankment rip-rap for proposed culverts and roadway fill • Site 1— Rip-rap in stream for larger velocity, will be embedded o Consider filling in A Quadrant due to multiple pipes, steep terrain, eliminate guardrail which is a hazard, and reduce risk for sediment loss. Stream is unstable and has vertical banks in area where we would keep it open. ■ Length of pipes indication no aquatic passage is likely here. ■ Discussions about options at this site included straight lining channel and adding rip-rap to stabilize the stream. The final decision by all parties is to pipe the entire thing. This will aid in long term stability. ■ Pipe and culvert do not need to be buried. Look into flattening the system or the last section of the system to dissipate ene�gy. Wetland Impacts • Site 2A (ES-W46), Site lA (ES-W44) o Due to roadway fill where 2:1 slopes and guardrail used to minimize impacts • Y1LPA 16+50 LT - Media filter basin location o Treating University Parkway, mainline, and YILPA ■ Request from DWR to add a forebay and rip-rap berm if basins change to dry detention. PSH 5-C and 5-D - No impacts to jurisdictional features PSH 6 Jurisdictional Stream Impacts • Site 5 (ES-S3) o Intermittent, JS starts just off the page, has steep terrain. 0 455 ft long Box Culvert. 1.6% slope. Bank stabilization at culvert inlet and outlet channel protection for proposed culvert keyed into stream bed ■ Conversation on culvert grade. If culvert is buried, request from DEO to add a rock sill to the inlet. DEO provided detail to the Design Build team after meeting. ■ Aquatic passage is questionable at this length. Final decision was to not bury the pipe and eliminate baffles ■ Concern over 18 " and 24 " pipes discharging into stream. Ditches can 't be continued to stream bed due to steep slopes (slope can 't be above 10%). Outlet the 18" into the old channel just left of the culvert outlet and rip-rap to the confluence. This will act as a dissipater before it meets the larger channel. Come up with something creative for the 24" outlet. ■ Add embedded rip-rap at culvert inlet. Wetland Impacts — L 78+00 LT • Site SA (ES-W47), Site SB (ES-W45) o Roadway fill and ditch impacts PSH 7-9 - No impacts to jurisdictional features PSH 10 Jurisdictional Stream Impacts • Site 6 (ES-S4 (Trick-um Creek)) - Perennial o Proposed 42" RCP-IV — 550' and steep slope — Not buried. ■ Look into ditching along wetland so there's one inlet. • Site 7(ES-SS (Trib to Trick-um Creek)) - Intermittent o Proposed 5'x7' culvert buried 1', 330' long at 1.6% slope o Outlet channel protection on proposed culvert outlet and embankment rip-rap on culvert inlet. o Large tree located at ditch outlet is currently stabilizing the culvert inlet channel. ■ Change label on plans from Trick-um Creek to Trib to Trick-um Creek. ■ Agreement to not bury. No baffles needed. ■ Decision to bring the channel flat from behind the tree into the culvert. Line the new channel with rip-rap. Include permanent impacts all the way to the start of the stream. • Site 8 (ES-S6) - Perennial o Proposed 54" and logs. 30" outlets and dry detention basin location. Awaiting boring o Outlet channel protection on proposed culvert outlet and embankment rip-rap on culvert inlet. Wetland Impacts • Site 6A (ES-W3) o Roadway Impacts: 2:1 side slopes w/ guardrail used to minimize impacts ■ Both wetland and stream impacts in this location for permitting. ■ Illustrate the wetland as a total take for permitting. PSH 11-A Jurisdictional Stream Impacts • Site 9 (ES-S7) — mostly perennial o Proposed 54" and 42" — Assumed not buried 4.5% slope o Outlet protection in stream bed and banks 0 2:1 and guardrail for minimization ■ Do whatever is needed for non-erosive velocities at the outlet. Can be energy dissipater, plunge pool, etc. ■ Final decision to pipe the entiNe thing. Add a drop box for energy dissipation and an OTCB for overland flow. PSH 11-B Jurisdictional Stream Impacts • Site 8 (ES-S6) 0 54" Pipe under —Y3RPB- and —L-. 6.8% slope. � Wetland Impacts • Site 8A (ES-W38) o Roadway Fill PSH 11-C Jurisdictional Stream Impacts • Site 8 (ES-S6) ■ Inlet of 54" pipe under —Y3RPB- Not buried Wetland Impacts • Site 8B (ES-W4) o Proposed 42" RCP-IV outlet, and 15" RCP-III outlet at spring locations o Looking at rip-rap in wetland at the outlet of 42" pipe. 6.8% slope. ■ Rip-rap is for velocity control. ■ NCDOT Hydraulics to check to see if energy dissipaters can be used in wetlands due to maintenance. DEO okay with an energy dissipater as long as it will sheet flow out. ■ Design team to see if a drop box and energy dissipater is enough. If not, a ditch will be added from the 42 " outlet to the 54 " inlet. ■ Wetland may end up as a total take. PSH 11-D Jurisdictional Stream Impacts • Site 9 (ES-S7) o Spring site and 42" under proposed roadway PSH 12 Jurisdictional Stream Impacts • Site 10 (ES-S8) o Embankment rip-rap at outlet and in stream bed 0 48" pipe not buried o Location of pipe inlet based on larger drainage area of the breached pond. ■ Concern ove� 18" potential driveway pipe downstream of the outlet but outside of ROW. NCDOT Hydraulics to look into this during design review and determine how far this is carried off the project and how it should be handled. Wetland Impacts • Site l0A (ES-W36), Site lOB (ES-W37) o Roadway Impacts: 2:1 side slopes w/ guardrail used to minimize impacts PSH 13 Jurisdictional Stream Impacts • Site ll (ES-S9) — jurisdictional upstream o Embankment rip-rap for basin outlet and 54" cross pipe o Not burying pipe o Proposed location of dry detention basin 24 " pipe coming onto ROW is perched. Suggestion to add a drop box near the ROW. Wetland Impacts • Site 11A (ES-W33) o Roadway Impacts: 2:1 side slopes w/ guardrail used to minimize impacts ■ Total take because cutting off hydraulics PSH 14 - No impacts to jurisdictional features PSH 15 Jurisdictional Stream Impacts • Site 12 (ES-S58) - comes out of Pond 9(P9). Perennial o Proposed stream relocation with ditch block o Lined with class I rip-rap Wetland Impacts • Site 12A (ES-W31) o Roadway Fi112:1 and guardrail for minimization PSH 16 Jurisdictional Stream Impacts • Site 13 (ES-S 10) - Intermittent in wetland, perennial outside the wetland o Proposed 5'x7' culvert buried 1', 233' at 2.25% slope o Embankment rip-rap for inlet of culvert and channel protection at the outlet with embedded rip-rap ■ Baffles not needed ■ Concern about velocity at outlet. Look into a channel modification at inlet due to channel turn. ■ Concern over stormwater outlet into non jurisdictional channel. Pre vs post will be r�un in this area. May look into out-letting into the side of the culvert. PSH 17 Jurisdictional Stream Impacts • Site 14 (ES-S13) o Embankment rip-rap for outlet of 54" contractor design ■ Straighten rip-rap pad at outlet. o Pipe at 3.9% so not proposing to bury the pipe. Pond Impacts — Grubs Lake • Site 14A (ES-P2) o Roadway Impacts. Pond to be drained. Location and stabilization of channel to be adjusted in the field as needed o Will provide additional coverage for top of pond. Doesn't appear to have a jurisdictional feature upstream of the pond ■ Design Build Team to come up with a plan to drain the pond by 4C. ■ Pond is jurisdictional. Line pond as .IS on plans. ■ TDE if just draining the pond. PDE will be needed otherwise. Include additional plan sheet to illustrate full pond area. ■ NCDOT owns the p�operty the pond is located on. Questions on whether easements should be drawn if DOT owns the prope�ty. Design Build Team has had experience on other projects that line work is still expected but will check with ROW agent. If not, a label will be added to plans indicating DOT ownership. � PSH 18 Jurisdictional Stream Impacts • Site 15 (ES-S 14) - Intermittent o Proposed 7'x7' culvert buried 1', 390' at 1.4% o Embankment rip-rap at inlet and channel protection at culvert outlet ■ Does not need to be buried or have baffles. Wetland Impacts • Site 15A (ES-W28) o Roadway Fill 0 2:1 slopes with guardrail for minimization PSH 19-A Jurisdictional Stream Impacts • Site 17 (ES-S 16) o Proposed 7' x T RCBC, 770' with baffles at 1.8% o Embankment rip-rap at Inlet ■ Concern over 30 " out-letting to ditch then to stream. Suggest to rip-rap this ditch to ensure stability. ■ Pipes connecting to the culvert are to pick up low points in the ramp. PSH 19-B Jurisdictional Stream Impacts • Site 16 (ES-S15) o JS starts in interchange PSH 19-C Jurisdictional Stream Impacts • Site 16 (ES-S 15) o Proposed 54" RCP inlet and outlet protection, not buried 0 42" Outlet Ditch - realigned outlet ditch to line up with existing stream PSH 19-D Jurisdictional Stream Impacts • Site 17 (ES-S16) o Outlet protection for 7' x 7' RCBC PSH 20 Jurisdictional Stream Impacts • Site 18 (ES-S68) o Proposed 42" RCP outlet — Not buried due to steepness and JS starts under alignment o Embankment rip-rap at outlet • Site 19 (ES-S 19) o Proposed 6'x7' culvert buried 1', 273' at 1% o Embankment rip-rap and outlet channel protection o Removing 24" CMP downstream of culvert outlet ■ Add a sill to the inlet if culvert is buried and bac�ll with native material. • Site 20 (ES-S20) o Removing 2 x 72" CMP 7 o Large scour hole present due to undersized pipes o Will improve floodplain and floodway width o Downstream of Mill Creek crossing ■ Turn around will be moved to the other side of the stream. Concern over whether this will impact the wetland. P�eliminary designs show they will be minor but will have final design by 4C. ■ Request to rip-rap the channel. Look at upstream and downstream slopes to determine if there will be any head cutting issues. Ensure stability of the channel at this location. PSH 21 Jurisdictional Stream Impacts • Site 21 (ES-S53) o Embankment rip-rap and bank stabilization for lateral base ditch o Need to do a stream relocation due to bridge pier • Site 20 (ES-S20) Mill Creek o No anticipated impacts to Mill Creek due to bridge construction. This is hauling break point o Embankment rip-rap and bank stabilization for lateral base ditch ■ Due to FEMA and span length there was no opportunity to avoid the area of stream relocation at the bridge foundation. ■ If there's a possibility that temporary impacts may be needed for st�eam crossing then go ahead and permit for it. Don't want to hold up construction later on. ■ A lot of beaver activity in this area. Design Build Team to talk and determine if beaver dams need to be removed prior to construction. NCDOT has a team to help with this, just provide information to the DEO. PSH 22 Jurisdictional Stream Impacts • Site 22 (ES-S52) o Embankment rip-rap at 36" outlet o Not burying — not JS upstream PSH 23 Jurisdictional Stream Impacts • Site 23 (ES-S21) 0 6X7 RCBC, 230' at 2.6% o Inlet and Outlet Protection for RCBC ■ If the jurisdictional stream ends just outside of the page, no need to bury and baffles a�e not required. Team will check on jurisdiction. ■ Design Build team to look into angling the channel change. • Site 24 (ES-S22) - Intermittent o Proposed channel relocation at outlet • Site 25 (ES-S23) o Proposed tail ditch at 30" RCP outlet; however, profile has been adjusted and may not need tail ditch anymore PSH 24 Jurisdictional Stream Impacts • Site 25 (ES-S23) o Proposed tail ditch at 30" RCP outlet • Site 26 (ES-S24) — JS ends on the page. o Proposed 6X6 RCBC, 352' at 2.4% o Rip-rap in stream at outlet ■ Does not requi�e baffles and does not need to be buried. PSH 25 Jurisdictional Stream Impacts • Site 26 (ES-S24) o Embankment rip-rap at RCBC inlet PSH 26 Jurisdictional Stream Impacts • Site 27 (ES-S25) - Perennial with pond upstream o Proposed 7x7 RCBC, 244' at 1.3% o dry detention basin o Embankment rip-rap at inlet, rip-rap in stream at outlet ■ Pipe to be buried but baffles are not required. • Need to add site for (ES-S26) for inlet bank stabilization ■ Intermittent at the top, perennial by the confluence ■ Design Build Team to look into relocating a piece of S26 to better align the channel at culvert inlet. PSH 27-28 - No impacts to jurisdictional features PSH 29 (Point where proiect overlaps with the C Proiect Sites 1 to 5) Wetland Impacts • Site 28 (ES-W6) o Roadway Fill Permit Sites 1-5 of the C project we�e modified under R-22478 and U-2579 (Application dated October 2, 2017, 404 Permit Modification dated January 22, 2018 and 401 Permit Modification dated December 21, 2017). These are available in NCDOT Permits Folder online. Will discuss these sites at 4C. PSH 30 Jurisdictional Stream Impacts • Site 29 (ES-S48) o Proposed 54" RCP outlet protection ■ Concer�n about pipe skews. Conversation about better aligning the pipes and breaking up the huge stormwater system. ■ This part of the job lines up with the C section. Fills are 60' in this area so other options are not feasible. Wetland Impacts • Site 28 (ES-W6), Site 29A (ES-W7), Site 29B (ES-W8) o Roadway Impacts: 2:1 side slopes w/ guardrail used to minimize impacts 0 PSH 31 Jurisdictional Stream Impacts • Site 30 (ES-S27) o RCBC inlet and outlet protection and proposed media filter o Embankment rip-rap for lateral base ditch PSH 32-43 - No impacts to jurisdictional features PSH 44 Jurisdictional Stream Impacts • Site 31 (ES-S60) rip-rap and proposed ditch tie in PSH 45-49 - No impacts to jurisdictional features PSH 50 Jurisdictional Stream Impacts • Site 32 (ES-S17) o Proposed supplemental culvert on existing triple barrel RCBC o Stream improvements and proposed lateral ditch tie in ■ A lot of sedimentation upstream and downstream. Proposed design is to direct the stream into new barrel and use the existing three barrels as overflow. Channel improvements will clean out sedimentation as well as create a bench. PSH 51-56 - No impacts to jurisdictional features 4C will tentatively be scheduled for October 10, 2018. 10 TO: Craig Lee NCDOT Hydraulics Unit FROM: Brian Steffen, PE / James Rice, PE (HDR) DATE: October 10, 2018 SUBJECT: U-2579 DEF — 4C Meeting Agenda Meetin� Attendees: Nicole Braspennick, USACE Robert Patterson,NCDEQ-DWR (via phone) Dave Wanucha, NCDEQ-DWR (via phone) Marella Buncick, USFWS Donnie Brew, FHWA (via phone) Bill Barrett, NCDOT-EAU Carla Dagnino, NCDOT-EAU Jorge Maturano, NCDOT John Jamison, NCDOT Environmental Policy Michael Shumsky, NCDOT-Design Build Karen Capps, NCDOT-Design Build Tucker Martin, NCDOT Utilities Craig Lee, NCDOT-Hydraulics Amy Euliss, NCDOT-Division 9(via phone) Mark Staley, NCDOT-Roadside Environmental (via phone) Jason Mroz, Flatiron James Rice, HDR Brain Steffen, HDR Vickie Miller, HDR Kathleen Bell, HDR Edward Vance, STV The meeting was held on October l Oth, 2018 from 1 am to 4pm in the NCDOT Structures Conference Room. The meeting was opened with introductions and the following items were covered with James Rice facilitating. A full set of PDF drawings was projected on screen as well as via skype for those on the phone to follow along. These resources will be made available to all attendees. The meeting attendees sign in sheet is attached. The italicized text indicates notes from the meeting discussion. General • Future I-74 Winston-Salem Northern Beltway from west of NC 66/SR 4000 to US 311. Approx. 7.0 miles of a six lane divided highway in new location. • 3 major interchanges: University Parkway, Germantown Rd, and Baux Mountain Rd. bridge over Mill Creek. • Located within the Yadkin River Basin, there are no specific stormwater requirements for this area, but will follow MEP. • Stormwater BMP locations have been finalized. • Median ditches may provide some treatment and lateral ditches were flattened where feasible to provide grass swale treatment. • Some outlets of large pipes and culverts have high velocities due to steep terrain Additional rip-rap placed in the bed of the jurisdictional streams is shown for mitigation of velocities. Rip-rap in streams will be embedded flush with existing stream bed • Many of the steep pipes and culverts will not be buried, and pipes have been labeled as such. • Break out bank stabilization and show in impact summary sheets. • Details that tie to jurisdictional features to be included in permit drawings. • NCDOT-EAU noted to provide a table of buried pipes in the permit application. • NCDOT DEO request to add enlargement boxes to plans to help avoid confusion. • Locations where impacts are present but the design calls to embed rip rap and leave the channel open instead of piping will be analyzed further to see if lower mitigation ratios are viable. • Utility impacts to be accounted for in impact drawings and permit application. • Add 10' of bank stabilization impacts downstream of all energy dissipators. • Place pe�^mit impact site labels closer to impact locations. PSH 5-A — New Sheet Provided Jurisdictional stream Impacts • Site 1 (ES-S1) 0 54" RCP o Roadway Impacts: 2 1 side slopes w/ guardrail used to minimize impacts Wetland Impacts • Site lA (ES-W44), 1B (ES-Wl), 1C (ES-W2), 1D (ES-W43) o Due to roadway fill for ramp, loop, and mainline Basins • Y1LPD 14+00 LT o Dry Detention basin location ■ Class C receiving waters, dry detention deemed MEP for this project o Forebay and berm have been lined with riprap o Receiving drainage from loop and University Parkway PSH 5-B — New Sheet Provided Jurisdictional stream • Site 1(ES-S1), Site 2(ES-67), Site 3(ES-65), Site 4(ES-S2), o Due to outlet channel protection for proposed culverts and roadway iill o Flattened slopes to close in Ramp A gore due to steep terrain o Flattened last run of pipe to 0.5% to help with outlet velocity o Change ES-65 label on plans to ES-S65. Wetland Impacts • Site 2A (ES-W46), Site lA (ES-W44) o Due to roadway fill where 2:1 slopes and guardrail used to minimize impacts Basin 2 • Y1LPA 15+00 RT — Dry Detention Basin o Moved basin from Loop A to Ramp A gore to eliminate long run of pipe, better constructability o Detaining University Parkway, mainline, and Y 1 LPA o From 4B, we have shown a forebay and rip-rapped berm PSH 6 Jurisdictional Stream Impacts • Site 5 (ES-S3) o Intermittent, JS starts just off the page, has steep terrain. o Culvert is not buried, inlet and outlet channel protection added due to discharge coming to each point (Shown embedded in detail) o From 4B meeting, at outlet of culvert ■ 18" - outlet taken to existing channel to allow dissipation before main channel ■ 24" — ditch was added at flatter terrain to allow for dissipation before main channel protection o Add a note on the plans to indicate the stNeam near Site SB is not jurisdictional. Wetland Impacts — L 78+00 LT • Site SA (ES-W47), Site SB (ES-W45) o Roadway fill and ditch impacts PSH 10 Jurisdictional Stream Impacts • Site 6 (ES-S4 (Trick-um Creek)) - Perennial o Proposed 42" RCP-IV — 550' and steep slope — Not buried. o Looked into ditching to energy dissipator, due to terrain would have ROW impacts on nearby house o At 42" pipe inlet, ditch added in wetland to make sure only 1 low point o Change ES-SS label on plans to ES-S4. • Site 7(ES-SS (Trib to Trick-um Creek)) - Intermittent o Proposed 5'x6' culvert not buried, 330' long at 1.6% slope o Outlet channel protection on proposed culvert outlet and embankment rip-rap on culvert inlet. o At culvert inlet, filling in headcut with Class II rip rap. Detail added to plans o Energy dissipator and overwidened ditch with permanent rock checks to stream. ROW impacts and nearby property owner o Add note on plans to indicate start of juNisdiction. o Add a cross section detail to the plans for culvert inlet channel. • Site 8 (ES-S6) - Perennial o Proposed 42" and 30" outlets. o Flattened the last section of the 42" pipe to reduce velocity Wetland Impacts • Site 6A (ES-W3) o Roadway Impacts: 2:1 side slopes w/ guardrail used to minimize impacts PSH 11-A Jurisdictional Stream Impacts • Site 9 (ES-S7) — mostly perennial o Proposed 42" outlet with energy disspator o Outlet protection in stream bed and banks o Slopes in interchange interior were flattened to 4:1 and energy disspator added to outlet due to high velocities PSH 11-B Jurisdictional Stream Impacts • Site 8 (ES-S6) o Flattened the last section of the 42" pipe to reduce velocity Wetland Impacts • Site 8A (ES-W38) o Roadway Fill PSH 11-C Jurisdictional Stream Impacts • Site 8 (ES-S6) ■ Inlet of 42" pipe under —L- Not buried due to slope ■ Provided a ditch from the 36" pipe. Wetland Impacts • Site 8B (ES-W4) o Proposed 36" RCP-IV outlet, and 15" RCP-III outlet at spring locations o Energy dissipator was added at 36" outlet, along with ditch between outlet of 36" RCP and 42" under —L- o Calling for a total take of this wetland even though the plans just show ditch work. Since NCDOT is already mitigating for its loss, water quality will be protected downstream at the pipe outlet during constr�uction. PSH 11-D Jurisdictional Stream Impacts • Site 9 (ES-S7) o Spring site and 36" under proposed roadway PSH 12 Jurisdictional Stream Impacts • Site 10 (ES-S8) o Outlet channel protection 0 42" pipe not buried o Location of pipe inlet based on larger drainage area of the breached pond. 0 18" pipe downstream of project was left in place o Impacts to be extended to the PDE limits. Wetland Impacts • Site l0A (ES-W36), Site lOB (ES-W37) o Roadway Impacts: 2:1 side slopes w/ guardrail used to minimize impacts PSH 13 Jurisdictional Stream Impacts • Site 11 (ES-S9) — jurisdictional upstream / Site 34 (ES-562, Buffalo Creek) 0 48" cross pipe not buried due to slope o Energy dissipator, over widened ditch and permanent rock checks o Connection of ES-S9 and ES-S62 was improved with grading o Upstream: 24" that was perched, a drop box was added and ditch graded between Ex. 24" and 48" inlet � o Break in stream is in question, a connection was not shown in the provided WET file. Final decision to leave the plans as shown in the WET file. o Concern over angle of �ip rap placement. The angle shown is due to ditch grading, this is where it ties into natural ground. Wetland Impacts • Site 11A (ES-W33) o Roadway Impacts: 2:1 side slopes w/ guardrail used to minimize impacts o Wetland was taken as a total take PSH 15 Jurisdictional Stream Impacts • Site 12 (ES-S58) - comes out of Pond 9(P9). Perennial o Proposed stream relocation with ditch block o Lined with class I rip-rap o Stream relocation tied at a better angle to existing JS o Add leader line to plans to channel block callout to clarify location. Wetland Impacts • Site 12A (ES-W31) o Roadway Fi112:1 and guardrail for minimization PSH 16 Jurisdictional Stream Impacts • Site 13 (ES-S10) - Intermittent in wetland, perennial outside the wetland o Proposed 5'x6' culvert not buried due to slope o Channel improved on upstream side of the culvert to eliminate bend o Outlet channel velocity in 10-Year storm is same pre vs post 50' downstream of culvert o Concern over non-JS outlet at 208+40 RT in 4B, drainage layout has been updated to send more drainage through culvert and reduce discharge at 18" outlet more similar to existing conditions o Maintaining same ditch elevation so do not anticipate draining the wetland Wetland Impacts • New site location: Site 13A. Mechanized clearing to be added to wetland located to the no�theast of Site 13. PSH 17 Jurisdictional Stream Impacts • Site 14 (ES-S13) o Embankment rip-rap for outlet of 48" contractor design o Downstream channel has be updated to improve bend Pond Impacts — Grubbs Lake • Site 14A (ES-P2) o Roadway Impacts. Pond to be drained. Location and stabilization of channel to be adjusted in the field as needed o Pond plan will be provided by the design build team for NCDOT approval ■ The pond is more than 20 feet deep so dam safety would need to be involved to build a new embankment. o Even though the pond is located on a NCDOT parcel, TDE is being shown to reserve this area for the project in case anything should happen with the property. PSH 18 Jurisdictional Stream Impacts • Site 15 (ES-S14) - Intermittent o Proposed 5'x6', not buried o Bank Stabilization at inlet and channel protection at culvert outlet o Longer wing walls to be shown on the plans or reconfiguration of the ditch tie in to provide a better angle. Embedded rip rap to be p�ovided in the channel for long teNm stability. o Pre vs post analysis to be taken at the 15" CMP located downstream to determine if there are any potential property impacts. Wetland Impacts • Site 15A (ES-W28) o Roadway Fill 0 2:1 slopes with guardrail for minimization PSH 19-A Jurisdictional Stream Impacts • Site 17 (ES-S16) o Proposed 6' x 6' RCBC, not buried o Bank Stabilization at Inlet o Ditch was added to 24" outlet to dissipate some energy before culvert inlet, at 4B showing pipe directly into stream. No ditch was shown at 4B.3 o Rip rap to be p�ovided at culvert inlet since stream is intermittent. o Add note on plans to indicate start of jurisdiction. PSH 19-C Jurisdictional Stream Impacts • Site 16 (ES-S15) o Proposed 42" RCP inlet and outlet protection, not buried 0 42" Outlet Ditch - realigned outlet ditch to line up with existing stream o Ditch was added between 30" outlet and 42" inlet inside interchange due to temporary impact concerns PSH 19-D Jurisdictional Stream Impacts • Site 17 (ES-S16) o Outlet protection for 6' x 6' RCBC o Add embedded rip rap at culvert outlet for long term stability. PSH 20 — New Sheet Provided Jurisdictional Stream Impacts • Site 18 (ES-S68) o Proposed 42" RCP outlet — Not buried due to steepness and JS starts under alignment � o Detail added for outlet channel protection • Site 19 (ES-S19) o Proposed 5'x7' culvert buried 1', no baffles ■ Sill added to inlet and will be backfilled with native material o Looking at possibly lowering culvert in order to have a more defined channel downstream where 24" CMP is being removed o Embankment rip-rap and outlet channel protection o Removing 24" CMP downstream of culvert outlet o Downstream channel is shallower than upstream so outlet channel improvements will be provided. NCDOT owns parcels in this area (187, 188) but thei� extent is unknown. Parcel ownership to be confirmed. NCDOT to determine if 24' pipe downstream will be removed. • Site 20 (ES-S20) o Removing 2 x 72" CMP ■ Detail added to plans showing excavation and stabilization since 4C set was uploaded — New sheet provided o Large scour hole present due to undersized pipes o Will improve floodplain and floodway width o Downstream of Mill Creek crossing o Site to be monitored in the field. If head cutting is an issue changes will be made as needed. PSH 21— New Sheet Provided Jurisdictional Stream Impacts • Site 21 (ES-S53) o Embankment rip-rap and bank stabilization for lateral base ditch o Need to do a stream relocation due to bridge pier o Revise ditch to p�ovide a better tie in angle with Mill Creek. • Site 20 (ES-S20) Mill Creek o Anticipated temporary crossing added at Mill Creek ■ Adding pipes to stream covering then covering over ■ Pipe sizes will be determined later for appropriate temp design year o Embankment rip-rap and bank stabilization for lateral base ditch o Beaver dams should be removed before construction ■ Beaver activity is causing the high water surface elevation shown in the profile. o Change temporary work bridge label on plans to causeway or temporary work pad. o NCDOT request to place the causeway in a location that is not over widened. ■ A causeway was provided as the worst case scenario but impacts will be minimized to the extent practicable. PSH 22 Jurisdictional Stream Impacts • Site 22 (ES-S52) o Added energy dissipator basin due to outlet velocities o Add embedded rip rap to culve�t inlet channel. o Add 10' of impacts past energy dissipato� for possible bank stabilization. Need for stabilization to be determined in the field. 7 PSH 23 — New Sheet Provided Jurisdictional Stream Impacts • Site 23 (ES-S21) 0 6X6 RCBC, not buried o Ditch added at 18" outlet at culvert to help with dissipation o Inlet and Outlet Protection for RCBC ■ Revised d�ainage coming to outlet. • Site 24 (ES-S22) - Intermittent o Proposed channel relocation at inlet based on 4B o Change standard rip rap pad to �ip rap at embankment. • Site 25 (ES-S23) o Bank Stabilization at 24" outlet PSH 24 Jurisdictional Stream Impacts • Site 25 (ES-S23) • Site 26 (ES-S24) — JS ends on the page o Proposed SX6 RCBC, not buried o Outlet channel protection o Impacts will be updated • Extend impacts to end of rip rap. • Change jurisdictional rip rap pad to standard rip rap pad at —L- Sta. 332+00 LT. PSH 25 Jurisdictional Stream Impacts • Site 26 (ES-S24) o Bank Stabilization at RCBC inlet o Bank stabilization needs to be separated on impacts sheet for Site 26 PSH 26 — New Sheet Provided Jurisdictional Stream Impacts • Site 27 (ES-S25) - Perennial with pond upstream o Proposed 7x7 RCBC, 1' buried no baffles o Dry detention basin ■ Overflow ditch added ■ Added bank stabilization o Bank Stabilization at inlet, rip-rap in stream at outlet o Fill in gap downstream of culvert with rip rap. Extend to overflow ditch tie in. o Add bank stabilization past right wing wall on the culvert inlet. o Utility easement to be explored to see if it will remain. • Site 27A (ES-S26) o Bank stabilization and channel improvements Pe�nit Sites 1-S of the C project we�e modified under R-2247B and U-2579 (Application dated October 2, 2017, 404 Permit Modification dated .Ianuary 22, 2018 and 401 Permit Modification dated December 21, 2017. PSH 29 (Point where proiect overlaps with the C Proiect Sites 1 to 5) Reference will be made to original site numbers in U-2579C Phase II Permits in cover letter and impact summary sheet. Wetland Impacts • Site 28 (ES-W6) o Roadway Fill PSH 30 Jurisdictional Stream Impacts • Site 29 (ES-S48) o Large pipe with bad skew was broken up into two smaller cross pipes with a skew more perpendicular to the alignment Wetland Impacts • Site 28 (ES-W6), Site 29A (ES-W7), Site 29B (ES-W8) o Roadway Impacts: 2:1 side slopes w/ guardrail used to minimize impacts PSH 31 Jurisdictional Stream Impacts • Site 30 (ES-S27) o Energy dissipator basin was added with over widened base ditch with permanent rock checks PSH 44 Jurisdictional Stream Impacts • Site 31 (ES-S60) rip-rap and proposed ditch tie in PSH 50 Jurisdictional Stream Impacts • Site 32 (ES-S17) o After detailed analysis, no supplemental pipe was needed o Added detail showing channel improvements, plan is to excavate down to a 1'bench, no sills in the culvert since that is how the culver was designed o Stream improvements and proposed lateral ditch tie in o Update culvert bench detail on plans. Coir fiber matting to be shown on top the bench with rip rap armoring along the stream side. o Change Mill Creek label on plans from SE-17 to ES-17. PSH 51 Wetland Impacts • Site 33 (ES-W24) o Cul-de-sac is being moved to miss the gas line. Wil] the wetland and avoid impacts. o Jurisdictional stream is running through the wetland. �eflect this and add stream label. work to shift cul-de-sac off Change line style on plans to 0 PSH 7&42 Historic Property • This project is federally funded so there is a green sheet commitment to have no permanent easements on the Clayton Family Farm property. Design will be reviewed to see if impacts can be minimized. 10 Highway North Carolina Department of Transportation `� �Stormwater -- ,,,,,,,,,,, Highway Stormwater Program ��� STORMWATER MANAGEMENT PLAN �—� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF County(ies): Forsyth Page 1 of 17 General Project Information WBS Element: 34839.3.GV7 TIP Number: U-2579DEF Pro"ect T pe: New Location Date: 10/16/2018 NCDOT Contact: Crai J Lee, PE Contractor / Desi ner: Brian M Steffen, PE Address: 1020 Birch Ridge Dr. Address: 555 Fayetteville St., Suite 900 Raleigh, NC 27610 Raleigh, NC 27601 Phone: 919-707-6708 Phone: 919-232-6609 Email: c'lee ncdot. ov Email: brian.steffen hdrinc.com Cit /Town: Winston-Salem Count ies : Fors h River Basin s: Yadkin-Pee Dee Roanoke CAMA Coun ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 6.95 miles Surroundin Land Use: Residential (Single Family) Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 189.0 ac. 43.0 ac. Typical Cross Section Description: 6 lane divided freeway w/ an 18 foot grass median: (2) 12 foot outside paved shoulders, N/A - new alignment (3) 12 foot travel lanes, (2) 12 foot paved median shoulders - Total width of 146' Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 60,200 Year: 2040 Existin : 34,000 Year: 2016 General Project Narrative: Project Description: The proposed project (U-2579DEF) is part of the future I-74 Winston-Salem Northern Beltway from west of NC 66/SR 4000 to US 311 and will construct (Description of Minimization of Water approximately 7 miles of 6-lane divided highway in new location. The project includes 3 major interchanges: University Parkway, Germantown Rd., and Baux Mountain Rd. Quality Impacts) There are 8 proposed single barrel culvert crossings on the project at Rough Fork, Trick-um Creek, 5 Unnamed Tributaries to Mill Creek, an unnamed tributary to Frazier Creek, and one supplemented existing triple barrel culvert crossing at Mill Creek. The project includes one major bridge crossing over Mill Creek. Pipe culverts will be used to convey all other jurisdictional stream crossings through the project. Wetlands are also located throughout the length of the entire project. Impact Minimization Efforts: Guardrail with 2:1 slopes were utilized throughout the project to minimize surface water impacts to streams and wetlands. Ditches and pipes that outlet adjacent to wetlands have been designed to have non-erosive velocities to help protect the existing wetlands. Stormwater BMP Measures: Stormwater control measures such as dry dentention and energy dissipator basins were proposed at specific locations along the project. The Design-Build Team has designed ditches to achieve grass swale credit �. � , '�'� _�'.a� Surface Water Body (7): Rough Fork NCDWR Stream Index No.: 22-25-5-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: ES-S1, ES-S2, ES-S3, ES-S67, ES-S65 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Highway North Carolina Department of Transportation � `'� Stormwater ; ,,,,,,,,,,., Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN �°—'°��� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF County(ies): Forsyth Page 2 of 17 Additional Waterbod Information Surface Water Bod 2: Trick-um Creek NCDWR Stream Index No.: 22-25-5-1 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: ES-S4, ES-S5, ES-S6 Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod 3: O burn Branch NCDWR Stream Index No.: 12-94-7-2 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: ES-S59, ES-S60 Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod 4: Buffalo Creek NCDWR Stream Index No.: 22-25-5 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: ES-S7, ES-8, ES-S9, ES-S62 Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) z Surface Water Bod 5: Mill Creek NCDWR Stream Index No.: 12-94-7 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: ES-S10, ES-S11, ES-S13, ES-S26, ES-S27, ES-S48, ES-S52, ES-S58 Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Highway North Carolina Department of Transportation // � Stormwater �T�� ,,,,,,,,,,,, Highway Stormwater Program � � STORMWATER MANAGEMENT PLAN � (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF Count ies : Fors h Pa e 3 of 17 Additional Waterbody Information Surface Water Body (6): Grassy Creek NCDWR Stream Index No.: 12-94-7-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (7): Frazier Creek NCDWR Stream Index No.: Frazier Creek NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Hl� hwa North Carolina Department of Transportation 4' gStOYT 1W�fe1' , Highway Stormwater Program ��° STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF Count ies : Fors h Pa e 4 of 17 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 5 -Y1RPD-19+75RT (1)Rough 0.0 6.0 4.0 0.3 34 63 2.00°/ 0.9 1.6 1.1 1.7 No No 36.204277/-80.277437 Fork 5 -Y1-22+ggRT (1)Rough 0.0 6.0 6.0 0.3 34 188 1.00°/ 0.9 1.4 1.1 1.4 No No 36.207540/-80.281904 Fork 5 -Y1-28+OORT (1)Rough 0.0 2.0 2.0 0.5 48 55 2.00°/ 1.2 1.9 1.6 2.0 No No 36.206175/-80.281384 Fork 5 -Y1-28+20RT (1)Rough 0.0 2.0 2.0 1.1 109 515 0.24°/ 2.8 1.0 3.6 1.1 No No 36.206175/-80.281384 Fork 5 -L- 59+34 M (1)Rough 0.0 6.0 6.0 0.2 15 135 0.27°/ 0.4 0.6 0.5 0.7 No No 36.204306/-80.281710 Fork 5 -L- 59+34 LT (1)Rough 0.0 6.0 4.0 0.5 49 135 0.27% 1.3 0.9 1.6 1.0 No No 36.204587/-80.281767 Fork 5 -L-61+OORT (1)Rough 0.0 6.0 4.0 1.1 106 301 0.60°/ 2.7 1.5 3.5 1.6 No No 36.204104/-80.281094 Fork 5 -L-61+OOLT (1)Rough 0.0 6.0 4.0 0.5 52 166 0.87°/ 1.3 1.4 1.7 1.5 No No 36.204659/-80.281204 Fork 5 -L-61+OOLT (1)Rough 0.0 6.0 4.0 0.2 23 77 2.62°/ 0.6 1.7 0.8 1.9 No No 36.204659/-80.281204 Fork 5 -L- 65+55 M (1)Rough 0.0 6.0 6.0 0.3 33 226 1.64°/ 0.9 1.5 1.1 1.6 No No 36.204597/-80.279634 Fork 5 -L- 69+50 M (1)Rough 0.0 6.0 6.0 0.7 71 395 1.35°/ 1.8 1.7 2.3 1.8 No No 36.204772/-80.278339 Fork 5 -L- 70+27 M (1)Rough 0.0 6.0 6.0 0.9 86 472 0.23°/ 2.2 0.9 2.8 1.0 No No 36.204807/-80.278061 Fork 5 -L- 70+27 M (1)Rough 0.0 6.0 6.0 0.4 42 123 0.28°/ 1.1 0.8 1.4 0.9 No No 36.204807/-80.278061 Fork 6 -Y1RPD- 18+50 LT (1)Rough 0.0 6.0 4.0 0.6 59 190 0.63°/ 1.5 1.3 2.0 1.4 No No 36.2042745/-80.276989 Fork 6 -Y1RPD-18+50RT (1)Rough 0.0 6.0 4.0 0.3 34 190 0.63°/ 0.9 1.1 2.3 1.1 No No 36.204449/-80.277097 Fork 6 -Y1RPD-18+50RT (1)Rough 0.0 6.0 4.0 0.2 19 200 1.04°/ 0.5 1.2 0.6 1.3 No No 36.204449/-80.277097 Fork 6 -L-71+71 RT (1)Rough 0.0 6.0 4.0 0.5 52 91 0.56°/ 1.3 1.2 1.7 1.3 No No 36.204625/-80.277505 Fork 6 -L-72+50RT (1)Rough 0.0 6.0 4.0 0.5 52 170 0.22% 1.3 0.8 1.7 0.9 No No 36.204640/-80.277273 Fork 6 -L-73+00RT (1)Rough 0.0 6.0 4.0 1.0 96 170 1.44°/ 2.5 2.0 3.2 2.1 No No 36.204661/-80.277111 Fork Additional Comments Hl� hwa North Carolina Department of Transportation gStOYT 1W�fe1' , Highway Stormwater Program aq..�l,� STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF Count ies : Fors h Pa e 5 of 17 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V70 Checks Associated w/ No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 6 -L- 71+50 M (1)Rough 0.0 6.0 4.0 0.4 42 100 0.67% 1.1 1.2 1.4 1.3 No No 36.204861/-80.277624 Fork 6 -L- 72+50 M (1)Rough 0.0 6.0 4.0 0.7 67 350 1.45% 1.7 1.8 2.2 1.9 No No 36.204894/-80.277309 Fork 6 -L- 80+86 M (1)Rough 0.0 6.0 4.0 0.4 44 214 1.54% 1.1 1.7 1.5 1.8 No No 36.204839/-80.274480 Fork 6 -L- 83+00 M (1)Rough 0.0 6.0 4.0 0.4 38 150 1.54% 1.0 1.6 1.3 1.7 No No 36.204724/-80.273772 Fork 6 -L- 72+50 LT (1)Rough 0.0 2.0 2.0 0.7 71 103 0.20% 1.8 1.1 2.3 1.1 No No 36.205301/-80.277362 Fork � -Y2-26+OORT (1)Rough 0.0 4.0 2.0 0.3 31 367 1.15% 0.7 1.5 0.9 1.6 No No 36.202694/-80.271675 Fork � -L- 84+00 M (1)Rough 0.0 7.0 4.0 0.6 64 336 1.47% 1.7 1.8 2.1 1.9 No No 36.204662/-80.273442 Fork � -L- 87+36 M (1)Rough 0.0 7.0 4.0 0.3 27 139 1.51% 0.7 1.4 0.9 1.5 No No 36.204382/-80.272357 Fork � -L- 88+75 M (1)Rough 0.0 6.0 6.0 0.7 67 488 1.35% 1.7 1.7 2.2 1.8 No No 36.204234/-80.271923 Fork � -L- 93+63 M (1)Rough 0.0 6.0 6.0 0.3 31 297 1.19% 0.8 1.3 1.0 1.4 No No 36.203698/-80.270407 Fork � -L- 88+75 RT (1)Rough 0.0 6.0 4.0 0.6 59 260 1.74% 1.5 1.9 2.0 2.0 No No 36.203984/-80.272052 Fork � -L- 93+63 RT (1)Rough 0.0 6.0 4.0 0.5 51 88 0.95% 1.3 1.5 1.7 1.6 No No 36.203464/-80.270542 Fork � -L- 93+63 RT (1)Rough 0.0 6.0 4.0 1.1 105 297 1.22%a 2.7 1.9 3.5 2.0 No No 36.203464/-80.270542 Fork � -L- 87+36 LT (1)Rough 0.0 6.0 4.0 0.9 88 506 0.47%a 2.3 1.3 2.9 1.4 No No 36.204610/-80.272250 Fork � -L- 93+63 LT (1)Rough 0.0 6.0 4.0 0.2 23 69 2.65% 0.6 1.8 0.8 1.9 No No 36.203942/-80.270274 Fork � -L- 93+63 LT (1)Rough 0.0 6.0 4.0 0.8 76 297 1.25% 2.0 1.8 2.5 1.9 No No 36.203942/-80.270274 Fork $ -L- 108+05 LT (2)Trick-um 0.0 2.0 2.0 0.2 18 195 2.34% 0.4 1.5 0.5 1.6 No No 36.202327/-80.265812 Creek $ -L- 96+60 LT (2)Trick-um 0.0 6.0 6.0 1.0 95 368 0.70% 2.5 1.5 3.1 1.6 No No 36.203594/-80.269364 Creek $ -L- 108+05 LT (2)Trick-um 0.0 6.0 6.0 0.3 26 105 2.81% 0.7 1.8 0.9 1.9 No No 36.202329/-80.265811 Creek Additional Comments Hl� hwa North Carolina Department of Transportation w� gStOYT 1W�fe1' , Highway Stormwater Program ��� STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF Count ies : Fors h Pa e 6 of 17 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V70 Checks Associated w/ No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? $ -L- 96+60 M (2)Trick-um 0.0 6.0 6.0 0.4 39 368 1.24% 1.0 1.4 1.3 1.5 No No 36.203369/-80.269487 Creek $ -L- 107+00 M (2)Trick-um 0.0 6.0 6.0 0.7 72 672 1.62% 1.9 1.9 2.4 2.0 No No 36.202216/-80.266262 Creek $ -L- 96+60 RT (2)Trick-um 0.0 6.0 6.0 1.0 96 368 0.70% 2.5 1.5 3.2 1.6 No No 36.203139/-80.269612 Creek 9 -L- 122+00 M (2)Trick-um 0.0 6.0 6.0 0.5 53 500 3.72% 1.4 1.9 1.8 2.1 No No 36.200549/-80.261612 Creek 10 -L- 125+50 M (2)Trick-um 0.0 6.0 6.0 0.4 37 350 1.90% 1.0 1.7 1.2 1.8 No No 36.200157/-80.260530 Creek 10 -L- 127+22 M (2)Trick-um 0.0 6.0 6.0 0.2 17 172 0.47% 0.4 0.8 0.6 0.9 No No 36.199967/-80.259996 Creek 10 -L- 127+22 M (2)Trick-um 0.0 6.0 6.0 0.2 23 213 0.57% 0.6 0.9 0.8 1.0 No No 36.199967/-80.259996 Creek 11 -Y3- 26+87 RT (2)Trick-um 0.0 6.0 6.0 0.2 22 57 0.28% 0.6 0.7 0.8 0.8 No No 36.198691/-80.254395 Creek 11 -Y3- 27+70 RT (2)Trick-um 0.0 6.0 6.0 0.2 22 140 1.88% 0.6 1.5 0.8 1.6 No No 36.198475/-80.254491 Creek 11 -Y3-26+70LT (2)Trick-um 0.0 6.0 6.0 0.5 51 110 0.71% 1.1 1.2 1.4 1.3 No No 36.198676/-80.254062 Creek 11 -Y3- 27+70 LT (2)Trick-um 0.0 6.0 6.0 0.5 51 210 0.58% 1.1 1.1 1.4 1.2 No No 36.198403/-80.254111 Creek 11 -Y3- 31+40 LT (2)Trick-um 0.0 2.0 2.0 0.2 15 30 3.87% 0.5 1.9 0.6 2.0 No No 36.197400/-80.254323 Creek 11 -L- 139+00 M (2)Trick-um 0.0 6.0 6.0 0.3 32 300 1.00% 0.8 1.3 1.1 1.4 No No 36.198657/-80.256345 Creek 11 -L- 142+00 M (2)Trick-um 0.0 6.0 6.0 0.2 21 450 1.00% 0.5 1.1 0.7 1.2 No No 36.198323/-80.255415 Creek 11 -L- 146+50 M (4)Buffalo 0.0 6.0 6.0 0.5 47 375 1.01% 1.2 1.4 1.6 1.5 No No 36.197823/-80.254021 Creek 11 -L- 150+25 M (4)Buffalo 0.0 6.0 6.0 0.4 40 235 0.90% 1.0 1.3 1.3 1.4 No No 36.197407/-80.252859 Creek 11 -L- 152+60 M (4)Buffalo 0.0 6.0 6.0 0.3 25 379 0.35%o 0.6 0.8 0.8 0.9 No No 36.197145/-80.252130 Creek 11 -L- 134+50 RT (2)Trick-um 0.0 6.0 4.0 0.3 33 100 1.10% 0.9 1.4 1.2 1.5 No No 36.198898/-80.257881 Creek Additional Comments Hl� hwa North Carolina Department of Transportation `'� gStOYT 1W�fe1' , Highway Stormwater Program =,.�1,� STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF Count ies : Fors h Pa e 7 of 17 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V70 Checks Associated w/ No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 11 -L- 142+30 RT (2)Trick-um 2 0 6.0 4.0 0.8 80 270 1.00% 2.1 1.6 2.6 1.7 No No 36.198061/-80.255447 Creek 11 -L- 142+70 RT (2)Trick-um 0.0 6.0 4.0 0.8 80 230 0.80% 2.1 1.5 2.6 1.6 No No 36.198012/-80.255326 Creek 11 -L- 146+60 RT (4)Buffalo 0.0 6.0 4.0 0.3 25 88 2.03% 0.6 1.6 0.8 1.7 No No 36.197574/-80.254120 Creek 11 -L- 146+60 RT (4)Buffalo 0.0 6.0 4.0 1.4 143 340 1.05% 3.1 1.9 3.9 2.0 No No 36.197574/-80.254120 Creek 11 -L- 152+20 RT (4)Buffalo 0.0 6.0 4.0 0.9 85 380 1.04% 2.2 1.7 2.8 1.8 No No 36.196961/-80.252379 Creek 11 -L- 140+80 LT (2)Trick-um 0.0 6.0 4.0 0.1 13 60 1.00% 0.3 1.1 0.4 1.1 No No 36.198751/-80.255698 Creek 11 -L- 141+40 LT (2)Trick-um 0.0 6.0 4.0 1.3 129 326 0.90% 3.0 1.8 3.9 1.9 No No 36.198617/-80.255478 Creek 11 -L- 146+20 LT (4)Buffalo 0.0 6.0 4.0 0.4 37 80 2.40% 0.9 1.9 1.1 2.0 No No 36.198098/-80.253982 Creek 11 -L- 146+20 LT (4)Buffalo 0.0 6.0 4.0 1.0 101 330 1.06% 2.4 1.8 3.1 1.9 No No 36.198098/-80.253982 Creek 11 -L- 152+60 LT (4)Buffalo 0.0 6.0 4.0 0.9 86 390 0.37% 2.4 1.2 3.1 1.3 No No 36.197148/-80.252129 Creek 11 -Y3RPA- 19+50 RT (4)Buffalo 0.0 6.0 4.0 0.7 71 420 0.81% 2.0 1.5 2.5 1.6 No No 36.197900/-80.251290 Creek 11 -Y3RPA- 19+50 LT (4)Buffalo 0.0 6.0 4.0 1.0 102 407 1.51% 1.5 1.8 2.0 1.9 No No 36.197763/-80.251503 Creek 11 -Y3RPD- 16+55 RT (4)Buffalo 0.0 6.0 4.0 0.1 12 98 0.38% 0.2 0.6 0.2 0.7 No No 36.196697/-80.251825 Creek 11 -Y3RPD- 17+50 LT (4)Buffalo 0.0 6.0 4.0 2.3 230 530 0.26% 4.9 1.3 6.3 1.3 No No 36.196505/-80.252170 Creek 12 -L- 159+00 M (4)Buffalo 0.0 4.0 4.0 0.3 28 261 0.76% 0.7 1.2 0.9 1.3 No No 36.196434/-80.250147 Creek 12 -L- 164+00 M (4)Buffalo 0.0 6.0 6.0 0.9 87 500 0.74% 2.7 1.5 3.5 1.6 No No 36.195864/-80.248605 Creek 12 -L- 164+00 M (4)Buffalo 0.0 6.0 4.0 0.7 70 350 0.27% 2.3 1.0 2.9 1.1 No No 36.195864/-80.248605 Creek 12 -L- 166+00 M (4)Buffalo 0.0 7.0 4.0 0.7 70 150 0.52% 2.3 1.3 2.9 1.4 No No 36.195605/-80.248007 Creek 12 -L- 164+00 RT (4)Buffalo 0.0 6.0 4.0 0.9 88 350 0.44% 2.3 1.3 3.0 1.3 No No 36.195609/-80.248763 Creek Additional Comments Hl� hwa North Carolina Department of Transportation w� gStOYT 1W�fe1' , Highway Stormwater Program aq�1,_� STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF Count ies : Fors h Pa e 8 of 17 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V70 Checks Associated w/ No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 12 -L- 167+50 RT (4)Buffalo 0.0 6.0 4.0 0.6 61 250 0.49% 1.6 1.2 2.0 1.3 No No 36.194177/-80.247737 Creek 13 -L- 167+50 M (4)Buffalo 0.0 7.0 4.0 0.9 85 450 0.52% 2.7 1.4 3.5 1.5 No No 36.195396/-80.247570 Creek 13 -L- 172+00 M (4)Buffalo 0.0 7.0 4.0 1.0 95 500 0.52% 3.1 1.4 3.9 1.5 No No 36.194685/-80.246323 Creek 13 -L- 177+00 M (4)Buffalo 0.0 7.0 4.0 0.8 76 400 0.49% 2.5 1.3 3.1 1.4 No No 36.193766/-80.245066 Creek 13 -L- 177+00 RT (4)Buffalo 0.0 6.0 4.0 0.8 80 400 0.52% 2.2 1.3 2.8 1.4 No No 36.193591/-80.245287 Creek 13 -L- 172+25 LT (4)Buffalo 0.0 4.0 4.0 0.6 55 225 0.73% 1.1 1.3 1.4 1.4 No No 36.194878/-80.246023 Creek 13 -L- 174+50 LT (4)Buffalo 0.0 4.0 4.0 0.6 61 250 1.85% 1.2 1.9 1.5 2.0 No No 36.194487/-80.245403 Creek 13 -L- 175+50 LT (4)Buffalo 0.0 6.0 4.0 0.6 61 150 1.19% 1.2 1.5 1.5 1.6 No No 36.194300/-80.245151 Creek 13 -L- 177+00 LT (4)Buffalo 0.0 6.0 4.0 1.0 97 400 1.50% 1.9 1.9 2.4 2.0 No No 36.194004/-80.244764 Creek 13 -Y4- 33+20 LT (4)Buffalo 0.0 4.0 2.0 0.1 5 90 0.52% 0.1 0.6 0.1 0.7 No No 36.194118/-80.244612 Creek 13 -Y4- 33+20 LT (4)Buffalo 0.0 4.0 2.0 0.2 24 410 2.71% 0.3 1.7 0.4 1.8 No No 36.194118/-80.244612 Creek 13 -Y4- 34+20 LT (4)Buffalo 0.0 4.0 2.0 0.2 24 310 1.44% 0.3 1.3 0.4 1.4 No No 36.193899/-80.244400 Creek 14 -L- 181+00 M (4)Buffalo 0.0 7.0 4.0 1.3 132 765 0.34% 4.3 1.3 5.5 1.4 No No 36.192941/-80.244170 Creek 14 -L- 195+00 M �5)Mill Creek 0.0 7.0 4.0 1.0 101 635 0.37% 3.3 1.3 4.2 1.3 No No 36.189723/-80.241579 14 -L- 181+00 RT (4)Buffalo 0.0 6.0 4.0 1.9 191 770 0.53% 3.9 1.5 4.9 1.6 No No 36.192788/-80.244409 Creek 14 -L- 188+70 RT �5)Mill Creek 0.0 6.0 4.0 1.2 120 630 0.65% 2.3 1.5 3.0 1.5 No No 36.191053/-80.242985 14 -Y4- 37+33 RT (4)Buffalo 0.0 6.0 4.0 1.0 98 637 1.66% 1.9 2.0 2.4 2.1 No No 36.193155/-80.243838 Creek 15 -L- 205+50 M �5)Mill Creek 0.0 7.0 4.0 0.4 43 130 0.98% 1.4 1.5 1.8 1.6 No No 36.187613/-80.238168 15 -L- 206+32 M 36.187441/-80.238904 (5)Mill Creek 0.0 6.0 4.0 0.4 43 212 0.60% 1.3 0.9 1.7 0.9 No No Additional Comments Hl� hwa North Carolina Department of Transportation w� gStOYT 1W�fe1' , Highway Stormwater Program ��� STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF Count ies : Fors h Pa e 9 of 17 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V70 Checks Associated w/ No. Pro�ects Bod it H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 15 -L- 204+20 RT �5)Mill Creek 0.0 6.0 4.0 0.5 49 320 2.04% 0.8 1.4 1.1 1.5 No No 36.187654/-80.239711 16 -L- 206+50 M �5)Mill Creek 0.0 6.0 4.0 0.7 68 360 0.50% 2.2 1.3 2.8 1.4 No No 36.187441/-80.238903 16 -L- 209+00 M �5)Mill Creek 0.0 7.0 4.0 0.7 68 110 1.31% 2.2 1.8 2.8 1.9 No No 36.187033/-80.238223 35 -Y1A- 18+72 RT (1)Rough 0.0 4.0 2.0 0.1 10 72 0.35% 0.3 0.7 0.3 0.8 No No 36.208636/-80.282386 Fork 35 -Y1-21+10RT (1)Rough 0.0 6.0 6.0 0.7 66 235 1.16% 1.7 1.6 2.2 1.7 No No 36.208025/-80.282102 Fork 35 -Y1- 18+58 LT (1)Rough 0.0 6.0 6.0 0.3 34 252 1.23% 0.9 1.4 1.1 1.5 No No 36.208790/-80.282026 Fork 43 -Y3- 18+70 RT (2)Trick-um 0.0 6.0 4.0 0.5 51 320 1.00% 1.4 1.5 1.8 1.6 No No 36.200852/-80.253682 Creek 4 -L- 48+50 M (6)Grassy 0.0 6.0 6.0 0.3 26 250 2.38% 0.7 1.7 0.9 1.8 No No 36.203914/-80.2853011 Creek 4 -L- 51+00 M (6)Grassy 0.0 6.0 6.0 0.7 74 700 1.36% 1.9 1.8 2.3 1.9 No 36.2039061/-80.2845716 Creek Additional Comments Hl�hWay North Carolina Department of Transportation �"' Stormwater �� ,,,,,,.,,.., Highway Stormwater Program STORMWATER MANAGEMENT PLAN - (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF County(ies): Forsyth Page 10 of 17 Swales Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated wl No. Pro'ects Water Bod ft H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? � 8 -L- 236+50 M �5)Mill Creek 0.0 6.0 6.0 0.6 60 572 1.26 % 2.3 1.5 3.0 1.7 No No 36.184444/-80.229444 � 8 _L- 242+22 M �5)Mill Creek 0.0 6.0 6.0 0.7 71 678 0.34 % 2.7 1.0 3.5 1.1 No No 36.184167/-80.22750 � 8 -L- 236+50 RT �5)Mill Creek 0.0 6.0 6.0 1.5 146 550 1.25 % 3.8 1.8 4.8 1.9 No No 36.184444/-80.229444 � 8 -L- 229+50 M �5)Mill Creek 0.0 6.0 6.0 0.6 60 700 1.67 % 2.3 1.7 3.0 1.9 No No 36.185000/-80.231667 �$ -L- 241+00 LT �5)Mill Creek 0.0 4.0 4.0 1.1 109 285 0.67 % 3.1 1.5 4.0 1.6 No No 36.184722/-80.227777 � 8 -L- 244+50 LT �5)Mill Creek 0.0 6.0 4.0 1.4 144 475 0.53 % 3.4 1.3 4.3 1.4 No No 36.184722/-80.226944 � 9 -L- 266+50 LT �5)Mill Creek 0.0 2.0 2.0 0.5 53 150 0.73 % 1.1 1.4 1.4 1.5 No No 36.182534/-80.219483 � 9 -Y6RPB- 27+50 LT �5)Mill Creek 0.0 6.0 6.0 0.4 37 300 2.17 % 0.7 1.3 0.9 1.4 No No 36.184636/-80.224103 � 9 -Y6RPB- 27+50 RT �5)Mill Creek 0.0 6.0 6.0 0.6 57 300 2.51 % 1.5 1.7 1.9 1.8 No No 36.184414/-80.224157 � 9 -Y6RPA- 23+50 RT �5)Mill Creek 0.0 6.0 6.0 0.7 65 200 0.30 % 1.3 0.8 1.6 0.9 No No 36.183963/-80.221654 � 9 -Y6RPA- 25+50 RT �5)Mill Creek 0.0 6.0 6.0 0.3 34 130 0.31 % 0.8 0.7 1.0 0.7 No No 36.184179/-80.222278 � 9 -L- 248+g0 RT �5)Mill Creek 0.0 6.0 4.0 1.2 121 240 0.97 % 3.3 1.7 4.2 1.8 No No 36.183435/-80.225501 � 9 -L- 249+50 RT �5)Mill Creek 0.0 6.0 6.0 1.4 139 550 0.16 % 3.9 0.9 5.0 0.9 No No 36.183433/-80.22592 � 9 -L- 249+00 M �5)Mill Creek 0.0 6.0 4.0 1.2 122 600 0.33 % 4.7 1.2 6.0 1.3 No No 36.183708/-80.225382 � 9 -L- 250+50 LT �5)Mill Creek 0.0 6.0 4.0 1.0 99 450 0.58 % 1.5 1.1 1.9 1.2 No No 36.183850/-80.224812 19 -L- 255+00 M �5)Mill Creek 0.0 6.0 4.0 0.6 57 300 0.37 % 2.2 1.1 2.8 1.1 No No 36.183260/-80.223425 19 'L- 258+00 M �5)Mill Creek 0.0 6.0 4.0 0.5 53 300 1.40 % 2.1 1.7 2.6 1.8 No No 36.182982/-80.222471 19 -L- 258+00 LT �5)Mill Creek 0.0 6.0 4.0 0.4 35 200 1.20 % 0.6 1.1 0.7 1.1 No No 36.183220/-80.222355 � 9 -L- 267+00 RT �5)Mill Creek 0.0 6.0 4.0 0.9 85 250 1.45 % 2.4 1.8 3.1 1.9 No No 36.181559/-80.219966 Additional Comments HI hWa North Carolina Department of Transportation �� �'�``�. �Stormwater ,,,,,,.,,.., Highway Stormwater Program (' STORMWATER MANAGEMENT PLAN \°- ��fo (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF County(ies): Forsyth Page 11 of 17 Swales Station 8 Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Water Bod ft H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 19 -L- 266+50 M �5)Mill Creek 0.0 6.0 4.0 1.3 128 525 0.46 % 4.9 1.4 6.3 1.5 No NO 36.181976/-80.219870 19 'L- 248+00 RT �5)Mill Creek 0.0 6.0 6.0 0.6 55 300 0.32 % 1.3 0.8 1.6 0.9 No NO 36.183284/-80.225862 19 -Y6RPC- 18+50 RT �5)Mill Creek 0.0 6.0 6.0 0.5 52 400 2.46 % 1.0 1.5 1.3 1.6 No NO 36.183034/-80.225436 19 -Y6RPC- 18+50 LT �5)Mill Creek 0.0 6.0 4.0 1.1 106 350 0.82 % 1.9 1.4 2.4 1.5 No NO 36.183203/-80.225261 19 -Y6RPC- 25+00 LT �5)Mill Creek 0.0 6.0 4.0 0.6 63 50 0.72 % 1.8 1.3 2.3 1.4 No NO 36.182281/-80.223470 20 -L- 280+80 RT �5)Mill Creek 6.0 2.0 2.0 3.4 341 30 1.67 % 9.4 1.8 12.5 2.0 No No 36.179370/-80.216304 20 -L- 275+50 RT �5)Mill Creek 0.0 6.0 4.0 0.9 89 375 0.79 % 2.6 1.5 3.3 1.6 No No 36.180372/-80.217565 20 -L- 274+25 LT �5)Mill Creek 0.0 6.0 4.0 0.4 38 250 0.72 % 0.7 0.9 1.0 1.0 No No 36.181017/-80.217485 20 -L- 279+00 M �5)Mill Creek 0.0 7.0 4.0 0.8 76 400 0.65 % 2.9 1.4 3.7 1.5 No No 36.179981/-80.216438 21 -L- 293+50 M �5)Mill Creek 0.0 6.0 4.0 1.1 114 590 2.47 % 3.3 1.7 4.4 1.8 No No 36.176998/-80.213202 21 -L- 293+50 LT �5)Mill Creek 0.0 6.0 4.0 1.3 125 590 2.20 % 1.7 1.4 2.3 1.5 No No 36.177138/-80.212945 22 -L- 304+00 RT �5)Mill Creek 2.0 2.0 2.0 2.1 212 50 19.38 % 4.3 1.8 5.5 1.8 No NO 36.174373/-80.211695 22 -L- 307+00 M �5)Mill Creek 0.0 6.0 6.0 0.5 53 500 0.55 % 2.1 1.2 2.6 1.2 No NO 36.173804/-80.210878 22 -L- 299+50 M �5)Mill Creek 0.0 4.0 6.0 0.8 82 750 0.98 % 3.2 1.7 4.1 1.8 No NO 36.175592/-80.212136 22 -L- 307+00 RT �5)Mill Creek 0.0 4.0 6.0 1.3 128 500 0.55 % 3.3 1.4 4.2 1.4 No NO 36.173679/-80.211145 22 -L- 299+50 RT �5)Mill Creek 0.0 4.0 6.0 1.2 124 400 1.28 % 3.2 1.8 4.0 2.0 No NO 36.175592/-80.212137 22 -L- 307+00 LT �5)Mill Creek 0.0 4.0 6.0 1.1 108 500 0.55 % 2.9 1.3 3.7 1.4 No NO 36.173926/-80.210609 22 -L- 305+50 LT �5)Mill Creek 0.0 4.0 6.0 0.3 31 150 0.63 % 0.9 0.9 1.1 1.0 No NO 36.174290/-80.210853 22 -L- 299+50 LT �5)Mill Creek 0.0 4.0 6.0 0.3 31 350 0.97 % 0.9 1.1 1.1 1.2 No NO 36.175717/-80.211869 Additional Comments Hl�hWay North Carolina Department of Transportation °�� Stormwater ,,,,,,.,�.., � Highway Stormwater Program �,�� STORMWATER MANAGEMENT PLAN '�� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF County(ies): Forsyth Page 12 of 17 Swales Station 8 Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Water Bod ft H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 23 -L- 316+35 LT �5)Mill Creek 2.0 2.0 2.0 1.2 115 165 12.99 % 2.3 1.5 3.0 1.5 NO NO 36.171763/-80.208897 23 -L- 318+50 M �5)Mill Creek 0.0 6.0 6.0 0.7 68 650 0.55 % 2.6 1.2 3.4 1.3 NO NO 36.171058/-80.208945 23 -L- 312+00 M �5)Mill Creek 0.0 6.0 6.0 0.7 69 650 0.55 % 2.7 1.2 3.4 1.3 NO NO 36.172611/-80.210037 23 -L- 318+50 RT �5)Mill Creek 0.0 4.0 6.0 1.9 189 700 0.55 % 4.7 1.5 6.0 1.6 NO NO 36.170936/-80.209213 23 -L- 312+00 RT �5)Mill Creek 0.0 4.0 6.0 1.3 130 350 0.51 % 3.1 1.3 3.9 1.4 NO NO 36.172488/-80.210305 23 -L- 318+50 LT �5)Mill Creek 0.0 4.0 6.0 1.1 112 450 0.58 % 2.9 1.3 3.7 1.4 NO NO 36.171189/-80.208667 23 -L- 312+00 LT �5)Mill Creek 0.0 4.0 6.0 0.7 67 300 0.51 % 1.9 1.1 2.4 1.2 NO NO 36.172734/-80.209770 24 -L- 335+80 M �5)Mill Creek 0.0 4.0 11.0 0.4 39 170 2.75 % 1.5 1.7 1.9 1.8 NO NO 36.166937/-80.206028 24 -L- 334+50 M �5)Mill Creek 0.0 4.0 32.0 0.3 30 130 2.75 % 1.2 1.3 1.5 1.4 NO NO 36.167242/-80.206259 24 -L- 331+50 M �5)Mill Creek 0.0 4.0 6.0 0.5 46 300 2.10 % 1.8 1.8 2.3 1.9 NO NO 36.167960/-80.206762 24 -L- 328+50 M �5)Mill Creek 0.0 4.0 6.0 0.3 32 300 0.62 % 1.2 1.0 1.6 1.2 NO NO 36.168676/-80.207268 24 -L- 325+00 M �5)Mill Creek 0.0 6.0 6.0 0.4 37 350 0.55 % 1.4 1.0 1.8 1.1 NO NO 36.169509/-80.207855 24 -L- 328+50 RT �5)Mill Creek 0.0 4.0 6.0 1.1 106 300 0.94 % 2.4 1.5 3.0 1.6 NO NO 36.168551/-80.207535 24 -L- 325+50 RT �5)Mill Creek 0.0 4.0 6.0 0.8 78 300 0.55 % 2.0 1.2 2.5 1.3 NO NO 36.169267/-80.208039 24 -L- 331+75 LT �5)Mill Creek 0.0 4.0 6.0 0.7 71 325 1.68 % 2.0 1.7 2.5 1.9 NO NO 36.168022/-80.206452 24 -L- 328+50 LT �5)Mill Creek 0.0 4.0 6.0 0.9 89 325 0.66 % 2.2 1.3 2.8 1.4 NO NO 36.168797/-80.206999 24 -L- 324+50 LT �5)Mill Creek 0.0 4.0 6.0 1.1 114 400 0.58 % 2.8 1.3 3.6 1.4 NO NO 36.169757/-80.207663 25 -Y7- 22+00 LT �5)Mill Creek 0.0 2.0 2.0 0.5 48 100 1.54 % 0.9 1.7 1.2 1.9 NO NO 36.163920/-80.203053 25 -Y7- 22+g0 RT �5)Mill Creek 0.0 2.0 2.0 0.1 9 20 0.30 % 0.3 0.6 0.4 0.8 NO NO 36.163716/-80.203278 Additional Comments .� � �„ 4/ ��� ;,� HI hWa North Carolina Department of Transportation �Stormwater �_ ,,,,,,.,,.., Highway Stormwater Program STORMWATER MANAGEMENT PLAN - (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF County(ies): Forsyth Page 13 of 17 Swales Station 8 Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Water Bod ft H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 25 -L- 347+50 RT �5)Mill Creek 0.0 2.0 2.0 0.3 27 131 0.30 % 0.7 0.9 0.9 0.9 NO NO 36.164258/-80.203626 25 -L- 343+50 M �5)Mill Creek 0.0 4.0 9.0 0.8 83 450 0.99 % 3.2 1.6 4.1 1.7 NO NO 36.165308/-80.204377 25 -L- 340+75 M �5)Mill Creek 0.0 4.0 12.0 0.5 52 275 1.99 % 2.0 1.6 2.6 1.7 NO NO 36.165843/-80.205019 25 -L- 338+00 M �5)Mill Creek 0.0 4.0 11.0 0.5 54 275 2.52 % 2.1 1.8 2.7 1.9 NO NO 36.166437/-80.205612 25 -L- 351+50 RT �5)Mill Creek 0.0 6.0 4.0 0.9 90 375 0.73 % 1.5 1.2 1.9 1.3 NO NO 36.163836/-80.202300 25 -L- 343+50 RT �5)Mill Creek 0.0 6.0 4.0 0.8 75 400 0.87 % 1.1 1.1 1.4 1.2 NO NO 36.165107/-80.204561 25 -L- 343+50 LT �5)Mill Creek 0.0 6.0 4.0 1.2 123 425 0.87 % 3.3 1.6 4.2 1.7 NO NO 36.165492/-80.204166 26 -L- 360+50 M �5)Mill Creek 0.0 4.0 6.0 0.4 37 350 2.43 % 1.4 1.8 1.8 1.9 NO NO 36.163239/-80.199291 26 -L- 357+50 M �5)Mill Creek 0.0 4.0 7.0 0.5 49 300 1.16 % 1.9 1.4 2.4 1.6 NO NO 36.163460/-80.200270 26 -L- 356+31 M �5)Mill Creek 0.0 4.0 10.0 0.2 20 119 0.18 % 0.8 0.5 1.0 0.6 NO NO 36.163554/-80.200656 26 -L- 352+00 M �5)Mill Creek 0.0 4.0 9.0 1.0 95 400 1.12 % 3.7 1.7 4.7 1.8 NO NO 36.163992/-80.202011 26 -L- 355+13 M �5)Mill Creek 0.0 4.0 8.0 0.6 60 313 1.58 % 2.3 1.6 3.0 1.9 NO NO 36.163658/-80.201035 26 -L- 356+31 M �5)Mill Creek 0.0 4.0 8.0 0.2 21 118 0.37 % 0.8 0.7 1.0 0.8 NO NO 36.163554/-80.200656 26 -L- 352+00 LT �5)Mill Creek 0.0 4.0 6.0 0.9 94 50 1.62 % 2.3 1.9 3.0 2.0 NO NO 36.164214/-80.201871 26 -L- 354+50 LT �5)Mill Creek 0.0 4.0 6.0 0.5 54 250 1.64 % 1.5 1.5 1.9 1.6 NO NO 36.163952/-80.201124 26 -L- 352+00 RT �5)Mill Creek 0.0 6.0 4.0 0.9 90 50 1.54 % 1.5 1.5 1.9 1.6 NO NO 36.163770/-80.202149 26 -L- 355+00 RT �5)Mill Creek 0.0 6.0 4.0 1.1 110 300 1.56 % 1.8 1.6 2.4 1.8 NO NO 36.163427/-80.201185 26 -L- 360+50 RT �5)Mill Creek 0.0 6.0 4.0 0.7 71 250 2.08 % 2.0 1.8 2.5 1.9 NO NO 36.162997/-80.199373 27 -L- 372+50 LT �6)Mill Creek 2.0 2.0 2.0 0.9 94 250 1.69 % 1.4 1.7 1.8 1.8 NO NO 36.162585/-80.195264 Additional Comments ��ii„ 4/ ��- seg HI hWa North Carolina Department of Transportation �Stormwater �_ ,,,,,,.,,.., Highway Stormwater Program STORMWATER MANAGEMENT PLAN - (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF County(ies): Forsyth Page 14 of 17 Swales Station 8 Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Water Bod ft H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 27 -L- 370+50 LT �6)Mill Creek 2.0 2.0 2.0 0.9 94 50 0.86 % 1.4 1.3 1.8 1.4 NO NO 36.162858/-80.195888 27 -L- 373+50 RT �6)Mill Creek 0.0 6.0 2.0 0.3 31 50 0.84 % 0.7 1.0 0.9 1.1 NO NO 36.161950/-80.195217 27 -L- 363+00 RT �6)Mill Creek 0.0 4.0 6.0 0.7 71 100 2.21 % 2.0 1.8 2.5 1.9 NO NO 36.162816/-80.198556 28 -YSADR1- 10+64 LT �6)Mill Creek 2.0 2.0 2.0 0.6 60 95 1.51 % 0.9 1.4 1.2 1.5 NO NO 36.161755/-80.194609 28 -YSADR1- 10+64 LT �6)Mill Creek 0.0 2.0 2.0 0.0 2 50 9.24 % 0.0 1.3 0.0 1.4 NO NO 36.161511/-80.194693 28 -L- 384+50 M �6)Mill Creek 0.0 5.0 6.0 0.4 42 400 1.94 % 1.6 1.6 2.1 1.7 NO NO 36.160530/-80.191988 28 -Y8- 28+00 LT �6)Mill Creek 0.0 4.0 2.0 2.9 293 700 0.34 % 6.6 1.9 8.4 2.0 NO NO 36.161442/-80.191883 29 -L- 396+50 LT �6)Mill Creek 2.0 2.0 2.0 2.0 202 200 7.04 % 3.7 1.1 4.7 1.1 NO NO 36.158762/-80.188513 29 -Y9- 25+50 LT �6)Mill Creek 0.0 2.0 2.0 0.1 10 30 4.43 % 0.2 1.6 0.2 1.7 NO NO 36.160062/-80.188895 29 -L- 388+50 M �6)Mill Creek 0.0 6.0 6.0 0.2 16 150 0.33 % 0.6 0.6 0.8 0.7 NO NO 36.159813/-80.190978 30 'L- 408+00 LT (8)Frazier 2 0 2.0 2.0 1.7 174 112 16.46 % 3.1 0.7 4.0 0.7 NO NO 36.156716/-80.185568 Creek 30 'L- 409+00 LT (8)Frazier 2 0 2.0 2.0 1.7 174 10 12.31 % 3.1 0.6 4.0 0.6 NO NO 36.156597/-80.185257 Creek 30 -L- 409+49 LT (8)Frazier 2 0 2.0 2.0 1.7 174 49 2.98 % 3.1 1.9 4.0 2.0 NO NO 36.156546/-80.185102 Creek 30 -L- 409+00 M (8)Frazier 0.0 6.0 6.0 0.5 53 500 1.19 % 2.1 1.4 2.6 1.6 NO NO 36.156130/-80.185726 Creek 31 -L- 410+50 M (8)Frazier 0.0 6.0 6.0 0.1 13 150 1.01 % 0.5 0.9 0.7 1.0 NO NO 36.155983/-80.185501 Creek 31 -L- 411+58 RT (8)Frazier 8 0 2.0 2.0 6.3 626 108 5.72 % 24.2 3.5 31.0 3.8 Yes No 36.155129/-80.185583 Creek 52 -Y7- 23+00 LT �6)Mill Creek 0.0 2.0 2.0 0.5 48 100 1.53 % 0.9 1.7 1.1 1.8 NO NO 36.163647/-80.203085 52 -Y7- 23+00 RT �6)Mill Creek 0.0 2.0 2.0 0.1 10 32 0.31 % 0.3 0.7 0.4 0.8 NO NO 36.163670/-80.203283 56 'Y9- 27+00 LT �6)Mill Creek 0.0 2.0 2.0 0.1 10 150 4.43 % 0.2 1.6 0.2 1.7 NO NO 36.160199/-80.188409 Additional Comments Hl�hWay North Carolina Department of Transportation "� Stormwater 1 � ,,,,,,.,�.., Highway Stormwater Program T�o/ STORMWATER MANAGEMENT PLAN '��� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF County(ies): Forsyth Page 15 of 17 Swales Station 8 Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Water Bod ft H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 56 'Y9- 28+00 LT (6)Mill Creek 0.0 2.0 2.0 0.1 10 50 0.80 % 0.2 0.8 0.2 0.9 No No 36.160264/-80.188076 conYd Additional Comments Highway North Carolina Department of Transportation •��f��,.�r��' Stormwater ; a�; ,,,. , Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: U-2579DEF Count ies : Fors h Pa e 16 of 17 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 5 -Y1C- 14+57 RT (6)Grassy Riprap Energy Class'B' 3.6 Pipe 24 12.0 0.7 N/A 36.207284/-80.283053 Creek Dissipator Basin 11 -Y3RPC- 25+65 LT (2)Trick-um Riprap Energy Class II 13.4 Pipe 36 31.0 1.0 N/A 36.197365/-80.255748 Creek Dissipator Basin 11 -Y3RPA- 21+52 RT (2)Trick-um Riprap Energy Class II 13.2 Pipe 42 75.0 1.2 N/A 36.198533/-80.251352 Creek Dissipator Basin 13 -Y4- 28+75 LT (4)Buffalo Riprap Energy Class I 14.6 Pipe 30 42.0 1.0 N/A 36.1952386/-80.2454770 Creek Dissipator Basin 14 -Y4-44+56 LT (4)Buffalo Riprap Energy Class'B' 2.8 Pipe 24 8.0 0.7 N/A 36.192132/-80.241853 Creek Dissipator Basin 22 -L- 303+73 LT Riprap Energy 36.174722/-80.211111 �6)Mill Creek Dissipator Basin Class'B' 6.1 Culvert 36 13.2 1.2 N/A 28 -yg- 2g+g4 LT Riprap Energy Class II 23.2 Culvert 42 55.6 1.1 N/A 36.161111/-80.191389 Dissipator Basin 10 -L- 127+52 RT (2)Trick-um Riprap Energy Class I 25.0 Pipe 42 75.0 1.2 N/A 36.1996038/-80.2600804 Creek Dissipator Basin 31 -L- 410+36 RT (7)Frazier Riprap Energy Class II 6.3 Pipe 30 30.8 1.2 N/A 36.155406/-80.185855 Creek Dissipator Basin Additional Comments * Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. Hl� hwa North Carolina Department of Transportation `t gStormwater o�; ,,,,,_, � Highway Stormwater Program STORMWATER MANAGEMENT PLAN ��°""""'�� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 34839.3.GV7 TIP No.: U-2579DEF Count ies : Fors h Pa e 17 of 17 Other Best Management Practices New Built-Upon Precipitation Depth Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated Sheet No. (Road and Non Road Projects) Water Bod BMP Type ac ac ac-ft (in) w/ Buffer Rules? 5 -Y1LPA- 15+00 LT (1)Rough Fork Dry Detention Basin 21.1 4.4 0.43 1.23 No 36.2054702/-80.2786901 5 -Y1 LPD- 14+00 RT (1)Rough Fork Dry Detention Basin 7.9 3.5 0.54 1.95 No 36.203836/-80.279466 26 -L- 357+17 LT (5)Mill Creek Dry Detention Basin 19.9 10.8 0.99 1.16 No 36.163889/-80.200278 Additional Comments � i � a � � H � o � U �p Z a m z w d � 0 ro + � a� 0 o w � � a 0 m � � r � � � A� � � � N � ., � V � O � � � � � � O V • � � V � � 0 V SITE 4 I I SITE 5 SITE 1 _�,_ (UNNERSITY PKYN.) SITE 2 SITE 2A 38 SITE 3 M� RY 1 SITE lA - SITE 1 B SITE 1C ����� �ll' ����llll ����1Le��d il �������� �� �������� FORSYTH CO U1�TY LOCATI0IV: WI11lSTON-SALEM - 11tORTHERIV BELTWAY FROM WEST OF 1VC 66 /SR 4000 (U11tIVERSITY PARKWAY) TO US 31l (11tEW WALKERT011t ROAD) TYPE OF WORK DESIGN-BUILD AS SPECIFIED IN THE SCOPE OF WORK C011iTAINED I11t THE REQUEST FOR PROPOSALS SITE 7 SITE 8A SITE 9 SITE 5A �,_ 4 (STANLEYVILLE DR.) -' G � 41 SITE 6 ' � � � 6 -��'� \�T O � � 6 � L� 8 9 *� �i 42 � SITE bA , �,r� , - � � , _ mm — % � ��� , SITE 8 44` � �,�4 _�,_ (� � �GERMANTON RD.� 36, SITE 5B SITE 8B SITE 10B 37 �f t \� SITE 11A �i� SITE 31 SITE 1 D -Y1- (UNIVERSIIY PKWY.) BEGIN TIP PROJECT U-2579D,EfHF BEGIN CONSTR UCTION —L— STfI 48 + 53 73 AH = SITE 10 SITE l0A � SITE 33 �� SITE 11 SITE 13 SITE 13A «�w`�^ SITE 14A OLLO RD.) l J - --� � � � ���t � t�='�'��:� "`` � ��,t��� ��'.�'►-��s, � ���'���--`� ��� � � ���� � �� � �� � � � � � ���', � S ���e���; "`; '�-��t1�,�''��� . � @�5�4��������� % ���a�� ����� ` pJ_ 23 SITE 4 mti@ A �� �� ire 27 53� �� U-2579DEF: PERMIT MODIFICATION PAC KAG E 1�—�V—�V ` 0 �� .� � SITE 29A END PAVING U STA. 447 + 90.00 WB END PAVING Ir STA. 425+I2.02 EB f q, �N 1 � ; ���Ato 0.� LTE 30 SITE 29 �� �� � � ��, , dN�����-�"�`� ��-��� —L— STfI. 198+37.73 BK SiTe 26 \ ;� ' � ����� -� OO NOT USE FOR RfW ACQUISITION _� ' rt ' ,- � :` t � y . DOCUMENT NOT CONSIDERED FINAL "' UNLESSALLSIGNATURESCOMPLETED �'l .� S4 ,,,p�. '�('� �- �� � SITE 34 F1� HDREngine ri g, Inc of�heCarolinas � � SITE 28 ' , SSSFayetteville5t5uAe900 Raleigh,N.C.27fi01 N.C.B.E.L.S. LicenseNumber.F-0116 SITE 296 STU �oo9�wE°ga°e�`s'�"e���s �grptrye Nores: END TIP PROJECT U-2579D,Ef�F -��",.}. N� �"e'e"N xez°z -ogg, '�� THIS IS A CONROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. —L— STA. 4IS+Z%..3.3 BK = 1Ce�g mef FLATIRON ALPORTION�OFTHISPRO,J CTSS LOCATEDRWI HIN THE MUNCPIAL BOUN ARE3 OF THE �T�IESIIOF WINSTON—SALEN AND wn�KeeTowN. —L— STA. 392+50.00 AH � � � TO KER�.. �� � �� � - PERMIT DRAWING SHEET OF Prepored for the Office of: H1'DRAULICS EIYGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2016 = 34,000 LENGTH ROADWAY TIP PROJECT U-2579DEF = 6.859 MILES DIVISI011t OF HIGHWAYS $0 2$ 0 $� 100 ]000 Birch Rid e Dr., Ra[eigh NC, 27610 ���p ADT 2040 = 60,200 * g � °ff �' � � K= q % LENGTH STRUCTURES TIP PROJECT U-2579DEF = 0.087 MILES zoisszaxn.u� srEc.Frcarronrs Q@`� �°o PLANS D= 55 % TOTAL LENGTH TIP PROJECT U-2579DEF = 6.946 MILES PE a � 50 25 0 50 100 — JONATHAN HENDERSON, PE s,cNAruns: � T— 15 %* RIGHT OF WAY DATE: q o PROJECT ENG[NEER � V = 70 MPH MARCH 20 2018 ROADWAY DESIGN �, a PROFILE HORIZONTAL ' ENGINEER � � � ) * TTST = 10%DUAL = 5% * ��'p ��� LENGTH BASED ON WB BRIDGES CALVIN W. MOODY, III, PE °a pr���'Q � O S O � O 2 O F U N C C LASS = �TTING DATE: PROJECT DESIGN ENGINEER INTERSTATE K. ZAK HAMIDI, PE MARCH 20, 2018 PROFILE (VERTICAL) STATEWIDE TIER NCDOT CONTACT: DESIGN—BUILD UNIT — PROJECT ENGINEER ''�� S/GNAT[7RE: See Sheet 9A- 9 For Sheet Symbology U � � d � � � � C 3 0 � O + C N � C O L C � K d � U J O � N W O 0 v j a � w � z � 0 0 � � � o -. L Q ti - O.. O O F - a LL m o a c m o U O C O � U + U � � d � � O C O U Z � O � O � Y � � m � � W O W d � � 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 740 760 180 200 220 240 260 280 300 � � � � � � O d � W � a � zw � �� 0 � � 0 a o .. o � �o� C � � O o � 0 �� - � - a > 0 0 �w zQ z �� w � N � � o= ��� o _ � � � � • I I� 88�------------ 860 i rni ii i-i �� rn-ri m i n i i-m rri-ri i�� m i i r�� r I.. 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License Number F 0116 RNJ SHEET NO. „' . � \ ....� �_�. �� � � � �— � _�'� ,' _. - .. � - - - -��� � '- ROADWAY DESIGN HYDRAULICS � � � � \ .-�-.'. _� -� . " �� w�e �i � � � .�� / � � - (� , \ � � � STV EllglttCC1'S� Ii1C. ENGINEER ENGINEER .. �� 'ti � � , w�� 900 West Trade St Suite 715 � � � � _ � 1) '' (�- STU� 100 �na��orte N� �8zoz � 7� � � ��r� � '" 4 ��—��� Pa-ra Ne ���e�se N�moe� F oee� INC��1[�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION \ r���� �� . 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I I � 2' LATERAL BASE DITCH \ � I 30• I� W/CLASS 'B' RIP RAP 6' X b' RCBC �\ �� � / I I � ��' _ 2GI EST 94 �ON � , + � NOT BURIED . , . ` F � � WiFG 266�5Y GEOTFZ(TILE �\�\\��.. , \ - � "".��� .,: � 2GI SEE DETAIL6-3 . � __.__- _ ___ _ ____. _________ ________ _______._- . .. - � � IS WiFG � ES—W47___�- --- ___ ----- �_ 24 i i RGP-!II ', �� 18„ 2GI . \ HW p C " ___ � r RCP_III _ __-- _-__ __- -__ _- ___WiFG _________ _ _ _ _ _ _ 47 �' FENCE �,, � � �i� � ------ --- � � ��. , X ; --- SITE 5A �, +— �?,��X � i y�� , � � � � � �. , � � �n�� � X 1 1 \ � g �—�� i�� - % A .� . -�SPECyA�CU,T DI4CH' , � ,/ � „+ K. - �RPNO a\ SEE� D TAI\ 6-6 � � _ T� � W -� � g � z 3' LATERAL BAS£- DITCH W �� W/CLASS '6' RIP RAP � � p ' EST 217 TON � � � � 2 � �F � q 580 SY GEO7EXTILE v� SEE DETAIL 6-1 �, - W C� vWi = FS zGl r FS 2GI O � ,^ m� 5 � � z R � V' S; _ FS ... _____ _ _____ __ � � � � , , 2GI A r _�� �,,�� � � � � ---- -- - -- __ --- - --- - ---- -- �� _ � - -------- -- � � A � ___ L ,^ s p _. --_ _----_ ___ � � ^ s I -- - -_-- - U /� __._-. --_ v! i \ ---_- � = J -_ _---- z l5 WiFG CT� � SPECIAL CUT DITCH �, 2GI ' � • i� SEE DETAIL 6 5 J . il m � WiFG �/ � � � m "; a �� �' CHANNEL IS NOT ' f —� 2G1 �\ a���� Ni 70E PROTECTION 1 \�\ JURISDICTIONAL ES—W45 W � � � ��� � . � \ SEE DETAIL �9 � � � � . 2GI-A SPECIAL NT DITCH 1 - � WjFG �j SEE DETA 6-5 ��� i � � \ �� -„ - L � � B. \ � � ^ �jj C F � l ` � � .. \�, � 4' LATERAL BASE DITCH .p / -. W/CIASS 'B' RIP RAP 3 � f \ � i \ �. / + 1B w/MH \ �� = -�-,� �r _ �,jr� E5T 378 TONS m � � � 2 , I / Fj ...��, �" _- - , . "� 957 SY GEOTEXTILE -' � I �� ___--- / IS„ �., � . '-,- -__ _ '' "'. SEE DETAIL 6 2 3 ,n .�_ �-' z . . � / � �— E .; r�� — __ �._ __ __ � �—_-1� R,w � �c� � `BOws � — — — '� _ 7 �' \ � �N- ' '_ . / 1 , ``, ,� �." � " i ' . ... �. �9I � GP ' i , i � ,. � � ,-, F �_ — ��� e n � i � � ' � � i�r� � G6 C I,'4 N� ��_ � R i � � �� �� F � � � � i _ i 1 �' A��� " r. , � n�ii � ' ut � - "' ,r � INLEf CHANNEL PROTECTION _ o� , DETAIL 6-7 cuss r eia anP \ -- � , � _ -- — i �.1$' �� i / .��,,; �� INLET CHANNEL PROTECTION ESJ�82 TONS ,�f,�;; _ _ ____ — --- — - \ F �i RCp Ill � \ � �� / ' •.`• 1 n �m s<oiel He��q a �'�?7 t5`f GEOTEXTILE — _ _ __ _ � N \E �' � . i / C •a SEE DEFA{�� - � � � � • j 1 �, s� �� - _ _ - � _ ��_ �,o��� �.o � - � `��Rough Fork � � � � 1 J� i%� �-- - - s V^a y f, �,-� ��� � � �� � _ ti° ;� _ �� �� �� ��rr�i���, SITE 5B �/� � ( ) � � M,�� �� � _ �' ES S3 �>�� �ir//r � � �.. {, ti x� � ��,, ti ��� s � � � ' � � ��, � � ''�,,f�,� � A CAN DK � � � cao�a.+ia � � � i 5 � 1� � cno��aie.a � V � \ _ �I r _ N �2��� -�_\\ eori�e. •xrxnr�vo,oeal I, � '.Ill���i/°r�/°���/// .=rF,�3 4— � cLSTA. 78+72 L RT � �� . . . . ^ / — `��'� S �, ��� ��� �� ��\� � � � G� �� � �� i jf��" ';�li����-�; SITE 5 � � � �_ _ _ __ S �I ; � � � �z�� ._ J f � �� � � ��i��; ' / i ,= — :— - � � < m � I � r__ � ,�5^ \ ^ wO� \ \ DETAIL 6-2 I -- - - � �,.i � - — ' � \ \ _ LATERAL BASE DITCH DETAIL 6-4 /// �-M j -- �______ � 1 � - �Hono swie� �t ��I I LATERAL BASE DITCH ��r j r I �/ 7I . � \ � — �a-\ � `�'F ___ b II ; �� . .. 1 N ��0 5caiel \ � / � /. �! _ _�_ _ _ i / .a a � — — � , ���ro� � � l�l I ` � ` \ �a � � ��� y I ( �j� �,� ��H�. s � ° , •i — �_i . .... _ Gound 7.J D '� Slope Nral '�,�. ��\� \\ � � � � /; W 6\� � \�\� d �\\\\\\ _ ,., Gro��d d 7.� p .� �� s�l�e ��..1 I 1 I I � �- GEOTEXTILE B � Min. D= 2.5 Ff. \ \\ �� 1I .�,1 �Q\EFiS T Max. d= 1 F. �\\ \\\\� \� �.. GEOTEMILE B M n o,.z5 F,. . I� 1 � I I �� � �� I���8// , RAUI���� P��T; m� \�\, \ \ i 'When B s< 6� 8= 4 F. �\\\\�\ �\\ \ Mox d 15 F. 1 I \ \\ � T FROMef5TAc78+82RIT0 $TA.683+42r L-RT .\ \ \ \ 'wheofL < to� B 3Ft. II1I I `\1 IIa/�E �-- �� \ YP?' P P t \\ \� \\� � TYPe r Y RiP-R°P 6 5 Ft. � r/ . I I r \\ \ \\ -i\\�\ \ 77+26 TO STA. 77+70 -L- LT . ._. I I� I I I I I I� I I I I I I I . _ ��� � � . ,-- \�� ���\ F _.. � \ ` R M TA. . . �� � � r�.. \ \ �\ / � + I I � �/ - - _ � v �`� � ' — —� � --,���vv I � I I � ����'�`�����`��`� �`�����������'�������1\\��\������\�i'�� �� 'j�jl'I?11111111IIllllllllllillj�jlll/llll�lll�� - �., �'���( ����`����,� � I�IIIIfiI I I I I lllllllllll// �llllllll I I I ,.�� � � �3� � ��� � i � .i � ���llri�ili�ilri�iiruiiiiiill��aiillll��.�� � � � - � �� BEGIN JS JUST BEYOND SHEET BOUNDRY LEGEND � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTE$ TEMPORARY IMPACT$ IN SURFACE WATER � DENOTES EXCAVATION IN WETLAND PERMIT DRAWING SHEET _ OF _ � z , 0 0 � � E � L � a � � , o� 0 0 am � w ' z � � H i O \ � C \ O � O L a ti — O.. O o � — a � m o n c a� o U O C O � U + U � � d � � O C O U z � �� � �o ��� 0 ��w ow ��� I y 0 � K � � � CLASS 'I' RIP RAP EST 28 TONS 52 SY GEOTEXTILE S ITE 5 Roug h Fork �Es-s3�� __���_�;���t- ------ PROTECTION CLASS 'll' RIP RAP EST 170 TONS 210 SY GEOTEXTILE CFF I�FTAII /,_R 2' LATERAL BASE DITCH ' W/CLASS 'B' RIP RAP EST 94 TON 266 SY GEOTEXTILE 2G1 SEE DETAIL 6-3 WiFG � � 1 ) \ ��� ;, I2� � � ; i. ,-. , .. '___ � . � v�-. �— _ il i � 1 _ _ . _ _ ����s� LL� - ES-W50 3' STANDARD BASE DITCH W/CLASS 'I' RIP RAP EST 48 TON 89 SY GEOTEXTILE SEE DETAIL 6-4 �♦1 HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smle 900 Raleigh, N.C.27601 � N.C.B.E.L.S. License Number: F-0116 S�c 7 100 STV Engineers, Inc. y soo wesr T�ade s�., s��ce �u � p�� Charlotte, NC 28202 NC License Number F-0991 � _� 0 � � � � 0 a z PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 6A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� �TptTje FLATIRON , • � DENOTES FILL IN WETLAND � � v � � _� I ----------- �� ------ --------------- � ----- � � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER DETAIL 6-8 OUTLET CHANNEL PROTECTION �No�+oscoiel e��e �ml G�o�nl Grw�d t� Geme.lile CFvnnelBed �Vo.�able� iype of Liner= CL'I' RIP PAP STA. 77+24 -L- LT PERMIT DRAWING SHEET OF PROJECT REFERENCE NO. SHEET NO. U-2579D.E & F ROADWAY DESIGN HYDRAULIGS ENGINEER ENGINEER � � � _ � � ....... ......... ......... ......... ......... ......... ...... .. ......... ....... ......... ......... ......... ......... ......... ...... .. ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... � _:_ I::::::::: :::::::: 920 ;:::: � ;:::::: 910 ;:::: : i ..::::::. .:::::::. .:::::::. .:::::::. .:::::::. .:::::::. .:::. 900 890 880 870 ..:. ,.., ,,, : .,,. .,,. .,., .,., .,... ,.,. .,...� .. � ...... .�..... ...�. . . 300 250 200 150 100 50 0 50 100 150 200 250 ......... ......... ......... ..... S ITE 5 _ , , I -L- 77+98 ' SKEW = 70 " I 6' X 6' RCBC, NOT BURIED .,.. .,.. ...,... GP ELEV.= 910.6' PROPOSED 86O EXC�AV�ATtON HANNEL EXISTING RIGHT TOP OF BANK - �-�� 85O TOPTOF BANK �_ __ � � _ � ' � / � _ ' �, 84� �NV.OUT = 846.5' 5 = 0.016 EXISTING GROUND ALONG CULVERT C� C� ELEV.=8502' PROFILE ALONG C� OF CULVERT EXISTING LEFT - TOP OF BANK �- __NtNSEL_,_��-._. EL=854.J' � �-��� EXISTING RIGHT TOP OF BANK �INV.IN= 853.8' � � � � � � �_ i��ii�����iii������ii������ii�i����ii���i��ii�� �iii� �ii� �ii�i� �ii� �i��ii� ,i i i i � � i i IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SCALE: 7"=700' HORIZONTAL 7"=20' VERTICAL PERMIT DRAWING SHEET OF 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 740 760 180 200 220 240 260 280 300 � � � � � � o a 0 Q � z"' � _ ~ 0 � � � 0 n o.. o � �o� � � � o o ; 0 �� - � - a > 0 0 �w zQ z � w N � �_ o- ��� o _ � � � 9�o I EL =916.35 � I � J�Q , . 0.039 0.039 0.060 naro- s+o is+si.3o EL. -908.84 _ 4:1 6.9:1 0.060 0.0 C0.080 _ _... . . _._. 910.59 -: L . 900 I 900 -.- ry.� - . .�.�,I�..... �.I'. �..�.�. '. I . i.�.�,,, ...... . . 7 .� 88� . _ _ ._ _ � . . 880 b'X 6'RCBC ------� ��---- ----� 6' X 6' RCBC i� 860 _ — — � � 860 — — — — — � � � — — — — — — — — _ _ � ---- -- ��---�—._---� — — — — 78 -��:08 , 840 --------- — _- --- -- ----- --- 840 � -- --- --- U-2579DEF -- - _ -- — -- — --- -- - - - -- ----- PERMIT SITE 5A _ -- . . . . 9'ZQ WETLANDS I IWETLANDS -nxrr.s�o,z.os.as . 920 EL =915.61 _ 0.021 0.022 0.�60 -naro- sa.u+ia.00 i . . . . .. . .. ' 4:7 6.9:1 0.060 e�. -soi.n 0.0 W.080 � � 909.82 �� . . .-_ .-� I . _ .. . _ _ _ .. ._ . _-__ ._.___ . . . . �� . .-- I � � . � . : . - . . . . . . . . . . . . . . . ? 7 ... . . . .. . , . .. _ . . .. . _.__- . � � :-- ---- ---- —`-' '-- 880 �` I : .. _ .... -. ... �� ���-- --------------�� ��� . � -.-.— ------ -- -- --- � - � � . .. I . .. .. . . .. .. . . .. . .. ... . ... � ._ ,--- ---- ----___- ------ ---- -------- -------- --------- 860 , � aco'� __. �_ , , � � -- � _, , , ; 860 --------- ----------���--------- 77+50.00 � 840 __ _ ._. __ _ -- 840 _- : . : : ,_,_, ,- - — _-- _ -- -- -- - - ---- ; � �. , YIRPA S�o 12+56 d5 920 _ _ E� 9,<ao _ 920 : - - - 0.003 0.004 0.060 -rixro- sm.i<+se.eo - 4: ) 6,g:1 0.060 e�. =soaa� _ .... _ . . _ ._._... .____ _ ._ ._ . .__. ._... . _.... _. ` __. ._ — 0.0 �.080 ... 909.05 ... ... .. .. . .... . .. .. .. � � ----- ---- �� __....... ..._ ._ �%%� / — � — _ . . � ��_—__ ____�—��—�� i_. _� _��.. � � � 88� yo , _ _ . . � � � — _, _, _ .. . 880 _ _ ______ - �— - � � ---- —���ro — — — — __ _ � — ---- ---- — -- 860 � � � _ 860 � � --- - -- _ _ _ � - ------ ------- - ��— — �--' ��+oo.00 PE RMIT D RAW I N G -- -- -- — -- --- 840 . -- , -- - - SHEET OF a4o _L_ — — 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 740 760 180 200 220 240 260 280 300 �� U-2579DEF PERMIT SITE SE WETLANDS WETU � � � � � � � S � � o 0 a � � w z � � � 0 � � a 0 o.. o Q � � i � o o � 0 �� - � - a > 0 0 �w zQ z �� w � N � � o= ��� o _ � � � 920 — — — — — — — — — � � � �., �, i � �„ i � �„ i i i, 908.64 �� I ... ._..... . .....----- � - - --- . . . . . . . .- _ .— . � - �. ..---'-. : : �� .. ,---,_ . . : . � .. .. . � ... . ............. 88� : : :: ::: ::: I 860 - - _ --- ---- ---- _---- - . _- - ---- -_ _ - -- _ 920 -------------------- z,r-ti, �O 907.89 880 860 920 -- -- -- --- - ------ r�t��-� ---------- 907.15 900 880 860 � 4: 7 7.371:1 0.060 `O ��. � � 920 � . 918.31 IIIIIIII � � I1 � � _ — I � � � i � � _ i � I I , �� as�n� -� � ?'7 � � . . . . . . . . / : : : : �. ���� ���� // . :: .:: .:: � � � � 88� � � � _ _ � � / 83+00.00 � -� � _ _ . _ _.... � _ �:�- � � � \ � � _ � ���� -�-- � � - 82+50.00 �+� � \ � _ __- _ --��_— �� - - �� �- 0:7 � / �1 860 920 : �� — � � i � — — — 880 � ' ,�., -- �� Z, 860 920 9�� ��- � � _---� 880 y���ti -�-�- ,. -r- � � � � � 860 920 1 I I I I i I I I I I I I I H I� l I I I I I I h� t r �-__ + � � u.ueo ��� �� .� o.oao �o. ��amoeo ��� ��� � 920 � ; o:t_ — — — — — — — — ' __----- �'�', ---_ „ � I 9(j� — — — — — 903J2 � � � �� � � � � 9QQ � � � i � � i�" � I I�i i � I �. _._ ,. � � __..� . . � _ _- _ _ . . . . . . 892�� � 2� � . . . . .�. I . . . . . . . . __. ____.. ., , � �� � .I.� - � � � . , .... �. — ._—.— ._. . . . ' . .— ._—. _ _--- 88� -- ���— —__ �� 880 � ��� s i�� i%�; _ 8i+5o.o0 _ _. � — — — — � �' / PERMIT DRAWING -- - - -- ---- -- -- - -- --- - _ __ - -- _-- _ � � _- --- - — - SHEET OF _�— — — 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 � + z, 0 0 � + L ' � a � � � o d 0 o; aP zw �; � � , o N ,� m � � o � a ^ o.. o o � a . � � 4 a� ° U o c o � �i + u v � a � � Q c O U z � � � > + O � Y a m � � 0 � � � I y 0 � � DETAIL 10-2 DETAIL 10-3 DETAIL 10-1 LATERAL BASE DITCH OUTLET CHANNEL PROTECTION NTERAL BASEv DITCH � Not ro Scale) �Nato S�nle� �rolBed b b Elem�ion Notural r— �I Ner�ral �e��e d : t�F. sie Ground Z�! D �` ���' Slope Groun G.ound eeonnne �� e d i s - GEOTE%iILE g ' - r. Min. D= 1 Ft. Geo�o.rae n.. e �, . e o - Mox. d= 1 FL Cna~i eed e ol Llner= Closs'B' R'iyRap b= 5 F. 'Vfian B is < 6.0' g- Z F� �Voriahlel TYPFROM STA. 119+3] TO STA.1]9+98 -L- LT Type of Liner= Class '8' Ri�Rap b= 5 F. pe ot i�ner= Ci �ii� xiv xnP FROM STA. 12+72 TO STA.15+45 -Y3RPC- RT STA. 16+36 -Y3RPB- RT STA 130+50 -L- RT 31 '� i LEGEND oETA��,a9 `}��; � DETAIL 10-8 TOE PROTERION INLEf CHANNEL PROTECTION i�a�o �.i �� � � Hoi m sm al H��,a eea '�. � Ele N ;on <E�oP° ji 5 F DENOTES FILL IN m�a a,,,oi �ro�� e '���:.�5 '�. WETLAND �.o��� v.o��d �,i�,. a d �DENOTES IMPACTS IN c��e.�ie �� n ii ewss x��peaae SURFACE WATER etia��eieea ��"������ � � Nanoble) FftOM $TA 130+16 TO STA 131+49 -L- LT {� 5 DENOTES TEMPORARY iype olLiner= CL'I'RIP RAP FROM $TA.126+63 TO STA.12�+T4 -L- RT .� IMPACTS IN SURFACE WATER STA. 130+10 -L- LT ri � � DENOTES MECHANIZED r L �y� rQQ L 4.�����' CLEARING TI IC1�—U111 CI �i�il� 'f''�i;£' CE� DENOTES EXCAVATION CES�S�, �I11\4 I IN WETL4ND � �L�� X N 47" WW FENCE ENERGS' DI SEE SFiEET 2 DETAIL�' � � . '�'�����. . • � , �'yt�'� � iI. ```_���-, � `• � 1 r O � �� . -•• � . - ' �e�?'►'�'�.,�%� :-� 4�'.sz s��. _ ..- �� /� �"'/'�' � � ,.✓� @�' � I� ����- � I� � ��. . "! '' __ �� � '� �i�' _ " � � — _ // � � � �, — � LI���"1.,�/.,�',�_�_� �I � � �.�/��'/'.�'�'`���:,�.,� E� = ����.���%'��.�'� �;�r � �. / i�:i����10.�^��� %��o- . . ; . . � . .. :. . �% .,::: . . ... �%, . . '� q.. , • II � ..� / . . . : • : � . •• • . .; _-- ��i.�..; �- __�: L����;�•�. )�.!3.i�i r :::'/ i`► �� !�t= '-_�� iii � �� "�' ��i�c�-'= �v __ �� -�`�►_��Ii=��i= �=�.Q��..9 �� " �` ��'I►I���� � �,�i � �.,�"_' __`__'=_ '_'��%_`�=o � � N \ / � _ .aI '� C - ���� '� �.����`���� r��g . � � I �`" �SITE 6. N B, I C,'. I' �F . �� ��._, , ,�� -�,;,. , �,�r � �F � N °� }% �=�- - �� � u � � / �� � Nn'� �� � J �2 � '� ���'$H��'��► �� � � ��� �5 � ,� � �i� NOHRis z. a � ��,��� � ATHLEEN C.CLAYTON � � jQ J EIP \\ _ �\ , � � , � \� ��� i / � � N�i \� iBg �D REALTY F MI�STON-SALFM�N� , t� DETAIL 10-12 CULVERT HEADCUT BACKFILL CROSS-SECTION � No� ro s�oie� ezcnv°ioN � ' I � EYISTING GROUND I.5:1 OR FIAiTER CIA55 sioE siores wrh Haluw.i eEo ELEVO83]D F � cuss � r xnr fi BASIN � � b' L4TERAL BASE DITCH W/PERMANENT ROCK CHECKS Tri b to � NLI' �F � �i LI��. INC \ DETAIL 10-4 STANDARD BASE DITCH � He� b 5�a�e, Natural Nalurol Graun 7;� 1�� Groun d � Gao�a.nle B Min. D= 1 Ft. Max. d= 1 Ff. 'Nmen B Is < 6.a' B= 2 Ft. Tvee of Liner= Closs'I' Rio-Rou SITE 6 OUTLET CHANNEL PROTECTION CLASS 'll' RIP RAP ` EST 100 TONS /167 SY GEOTEXTILE SEE DETAIL 10.3 E TOE PROTECTION SEE DETAIL 10-9 '. 6' X 6' RCBC �NO7 BURIED 2GI _ 15" RCP-III WiFG BACKFILL HEADCUT W/ TO NATURAL GROUND CLASS 'll' RIP RAP E5T 110 TON ' ` 240 SY GEOTEXTILE �� � SEE DETAILS 10-7 AND 10 T1 -� ?� 'rick—um Creek $ITE 7 ������ (ES-S5) INLET CHANNEL PROTECTION �. �CLASS 'I' RIP RAP a � EST 50 TONS 6�k � � 95 S7 GEOTEXTILE z,:,SEE DETAIL 10.8 � �'. i, DETAIL 10-11 �-0� � � STANDARD BASE DI7CH � � WITH PERMANENT ROCK CHECKS � � , @ 50'SPACING �ej - � � �Horm unie� % � � � Permone�n� Nock CAeck � / ' � / g55 2�'• Z Ho��ml I � I / / �� \N� / Gmund Z'I p .\ 1 rF�. SIOPe / // � d j GEOIFJRILE g E � Mn D= 2.25 Ff. '� �P�'�< \ Maz. d= 2 Ft p� � \� °WFen B s < 60 � Rock Check Spocng = 50' B- b F. Type of Liner= Closs'B' Rip-Rop b= 5 Ft. FROM STA. 10+20 TO STA. 12+68 -Y3RPC- RT 2GI PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 10 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IN����d.�' �' �I..�N� DO NOT USE FOR / W ACQUISITION ES—S6 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -�'."-�i,:, �.\1'/'S\'�:. �� '�� �CptTje ` � ��`: , . FLATIRON ��� SITE 8 OUTLET CHANNEL PROTECTION CLA55 'I' RIP RAP F ' w EST 100 TONS I 180 SY GEOTEXTILE SEE �ETAIL 10-3 �30" W/ ELBOWS �� ��� F� � , �F II I. I„'V-t I, .. � i r p �\\ r � �GI-A 30„ RG ' _ _ _ � — � — � w�� W ___``��`��� �������������i'''''���/i �'r���i� — EMBED CLP.55 I' RIP RAP FLUSH WITH EXISTING CHANNEL I � ���A�� INST"��i- ROADWAY FILL SLOPE — q� `FILL HEAD CUT WITH ti 4 CLA55 II RIP RAP 4; I � �iu APPROX. 5' GEOTE%TILE EXISTING GROUND ALONG NLVERT 4 � F\FNCF ROW LIMITS l �- � MIN. 1' TUCK �E-` EGIN JS DETAIL 10-7 CULVERT HEADCUT BACKFILL �No��o 5cale� Q �` �L' .O t3� ��. ��� PERMIT DRAWING SHEET OF �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smte 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 S�c 7 �oo STV Engineers, Inc. �I 900 West Trade SL, Suite 715 p,q� Charlotte, NC 28202 NC License Number F-0991 W _ N V..� W N 0 � + � v-m (+') Q � N J I W C Z C � V < \ � " �/// � � � � � � \ \ � � z 0 � + E � L� � a � � i 0 0 a z "' � i � � , s N � � m � � o �+ a ^ o.. o o � a. �oa � a U o c o � �, � u � � d � � Q c O U Z � � ° > + 0 � Y a m � � 0 � � � I y 0 � � DETAIL 10-2 DETAIL 10-3 DETAIL 10-1 LATERAL BASE DITCH OUTLET CHANNEL PROTECTION NTERAL BASE DITCH � Not ro Scale) �Herm oe� INato S�nle� N ��rolBed b b Elew�'' n Notural r— �I a „ra �eune d : tF�. se Ground Z�! D �` ���' Slope Groun G.ound eeonn ie �� e d i s M� � GEOTE%iILE g ' mo a r. Min. D= 1 Ft. Georo.rae �•^ - ' - Mox. d= 1 Ft. eno~i eed pe ol Llner=6 Closs'B' R'iyRap b= 5 F. 'Vfien B is < 6.0' g- Z F� ��oriable� TY FROM STA. 119+3] TO STA.1]9+98 -L- LT Type of Liner= Closs '8' Ri�Rap b= 5 F. pe o! i�ne.= Ci �ii� xiv xnP FROM STA. 12+72 TO STA.15+45 -Y3RPC- RT STA. 16+36 -Y3RP0- RT STA. 130+50 -L- RT LEGENDoE1A��,o $ °Er^��,°-9 DETAIL 10-12 CULVERT HEADCUT BACKFILL CROSS-SECTION � No� ro s�oie� ezc v°ioN rY ' I � EYISTING GROUND I.5:1 OR FIAiTER CIA55 sioE siores wrh Ha1uw, o ELEVO83]D F � cuss � r xnr fi Cf; � �F I,_ � � I � INLEf CHANNEL PROTECTION Toe�rRosernoN . �I � i i � � '� I � � � � � ��\�� � / � � / IN��o5ae1 Elevo�oBed ��f\oP° ,\\\\\\ \\\ \\ \\ 111�.' ��> �'.:,\ ```\\�. 1 \ t .\.. � \� `': `��V� \ \�\ \� DENOTES FILL IN . I �% m�o Hawoi ti�F.�S o � � � j ; �eo.�,�e � � \\V A \ � � `� . �� . � � 1� ,s. e ro�,d e �� � . ��s; - � �� , � Ho��� DENOTES IMPACTS IN � ��e�1e � 7�p, � ewss s p � � � � � I�� � �� �� � ���� � etia��ei eea i �<, x rr.� m � . � A � VA �' >, � WETLAND ���� v.o��d v� � / \ I SURFACE WATER � l/ ryanoble) FftOM bTA 130+1� TO STA 131+49 � LT I\\\\\\\\\\ �, i \�\ \� � DENOTES TEMPORARY � rmaolLner- CL'I'RIPRAP FROM $TA.126+63 TO STA.12�+T4 -L-RT � ' ' � � � .� ; f��., \ � \ � � � � ` �� SITE 6 �� �= � -� _ ��„ IMPACTS IN SURFACE WATER ., � j �-� I'� � _- ^ „ � STA. 130+10 -L- LT — , � � \ _� • • DENOTES MECHANIZED � . M y',' � �\�J\\ � � �J 0 Trick um Creek �. -��~ — —� '' CLEARING OUTLET CHANNEL PJtO ECT N •• � I I I I I � 1 � CLASS II' RIP R(�P � _\ ���--_ ��—. S I T E 8 . CE� DENONE WETLANDTION I I l �� i I I I I I I I I �ES�S�/ I I � SEE DETGLOTO 31L� �/� �`�—�= � ,.�rF � � // g N 47" WW FENCE � l �!��,��� i�l���11 J �� �� �, �i i I i �`��� y� ^I; � . • :' ���� . . ```� � /► � i . —'• � � . — • � `�� ..—��A /�� � � � ,.�/ � � �� ���-� � I����w��li"1 '� __ � � " ���� _ �� � � — . // � � ��, — � C���,•71�/.���:�� � � ���������� ��� � = � I���������' � / 11����/"."���� �r �� /���- . . . .. :. . ��_ .:.:..::::.::.................:..:..:...:..::::.:..:...:.:,::::::::::.:..:::r:::..r.reu:c:,. � w ... ....,..... . . . .. . . .,,.� �I '� r I ,� s+f// . -� � _.� �i IIII , `\i���taY► � ...,. � ��� �� ��Y I. • � ..�I. �-(���I"'I � l�I� � '��_\�'-yJI�In • � ei '=���i � � ��r "�d'".;I►I=���.�.� � • � \ -��-,. _ _.I:;�r p= -- - � I- - - -_r.:�.l�r�. r _ ���� '� �.����� ����� �+ 47" WV✓ FENCE (/� p � ENERfi�' DI� �' Tl�����k�llm �/r"��ik ` '� "� � \ SEESHEET2 i � I� „ �` DETAIL.�&-' (ES—S4) A � _ � - SiITE� C�A � �S ITE 6 �=� . , ���� � � � � a. 1F _ _ _- � `� t` � /�% �� / � l\� � in' >i ���� � � ��� �....�.,� ��� �� s� � � / � li f �.�� �1�,����� � �m�,; F 1 \ P ������ � e � � — � \\���� �� �_�1` `1 \ \\\ �` �� ;, � Hl1B�ARDI REp LTH \ \\\ -� -L"R�Wj�N-SALEM�,�IN� \ \\\��� BASIN � � b' L4TERAL BASE DITCH W/PE�MANENT ROCK CHECKS DETAIL 10-4 STANDARD BASE DITCH � Nol lo Swle� Natural Nalurol Groun 7�� D 1�� Groun d Gao�a.�le B Min. D 1 Ft Max d 1 Ff 'Nmen B Is < 6.a' B= 2 Ft. Tvee of Liner= Closs'I' Rio-Rou � �♦� HDR Engineering, Inc. of the Carolinas �� , ) 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 � N.C.B.E L.S. License Number: F-0116 . � �i� � �� ,, 1) STV Engineers, Inc. �I I I I / /� Z sTv 1�� 9�� West T�ade 5� S�ite �,5 / �] � p��� Ch lotte, NC 28202 � � � � � � �� �� NC Ccense Number F 0991 f � � L \ \ \ \ \ \ / / ~ �t'-i�i . � \ ) l f t' `_' , \ �I ���� � \ � ., �� �\\I I 1 � ��y ��� ;����� ��\ CLA55'�.'I' RIPRAP BACKFILL HEADCUT W/ �fST 365�TON5 TO NATURAL GROUND � CLASS 'll' RIP RAP j .� � b-�5 SY GEOTEXTILE EST 110 70N � SEf DETAIL 10-11 240 SY GEOTEXTILE }"� �� SEE DETAILS 10-7 AND 10-T1� ,- �Trib to rick—um Creek SITE 7 �� (ES—S5) / � I INLET CHANNEL PROTECTION °" �� ��/ / / �.. : CLASS 'I' RIP RAP �%� / y� � � � V � EST 50 TONS i ' \� , � � , 95 5Y GEOTEXTILE � � . , y� ��yr����E D�TAIL 10�8 I .. 0.i_ I ` \ I LI . IIIC � � �4Q� ' h DETAIL 10-11 � � STANDARD BASE DI7CH � WITH PERMANENT ROCK CHECKS @ 50'SPACING ,e�: " � � Nofta Scale) � � � Permonem No�k CAeck Y ��C NONmI � ill � Ground Z I D ` ���' S1 pe d GEoIEIRILE g Mn D 2.25 Ff � � S� ,�' 'WI�e� B:� 6o Maz d= 2 Ft Rock Check Spocng = 50' B= b F. Type of Liner= Closs'B' Rip-Rop b= 5 Ft. FROM STA. 10+20 TO STA. 12+68 -Y3RPC- RT , � ��� \ \ � \\ �� � l �\ �\ \\ �\ \\ \ J I I ��' ��`� m\ \ � � � \ � � ,� � .— � �� �\ � � �� � ��� �� � , � \ � � �o�\ \ ����1���\�\�\� \\ a�\ `� / Z ,I \ ,�� �fi t ����`�����__��,�� �� � �� � � � - _' � ,.. �, � � � � �� � � E � l � �; TOE PRO7E 71P �'. SEE DETAIL 10.R� ' � , � 6 X 6' RCBC OT BURIED 2GI Z� 15" RCP-111 WiFG � \� � � . 'RAL BASE DITCH $5 'A' RIP RAP � � h ecP-ui � — � � � �T,� � — C EGIN JS DETAIL 10-7 CULVERT HEADCUT BACKFILL �No��o Scale� 2GI OUTLET CHANNEL PROTECTION �� CLA55 'I' RIP RAP F E5T 100 TONS ' � 180 $Y GEOTEXTILE ./�' S£EDETAIL 1�3 / �30" W/ � i ELBOWS ,Fi�ARD�'EAL�I Y � r / � WWSTCN-SA�CPJi,'KC � i r � � , gCP,�U � 2GI-A 30� — � � � � � lLl WiFG W I�I4�� IIGT"'�v- ROADWAYJ FILL SLOPE �/� � 1 �� q�� \`1 `FILL HEAD CUT WITH �T CLA55 II RIP RAP EMBED CLP.55 I' RIP RAP FLUSH WITH EXISTING CHANNEL �iu APPROX. 5' GEOTE%TILE EXISTING GROUND ALONG NLVERT C� ROW LIMITS _L � MIN. 1' TUCK PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 10 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� �Cpt�je FLATIRON W 2 N V..� W N O � + � v-m (+') Q H N J � W c Z c�� � � \ � " �/// � � � � � � \ \ � � �h- FF� CF /�//�� /// � �,����i �i�� ,� ,r�, � I � j�l��I �I �I�������fi� t �I I`\ � I\ i`E �`�, � v v�, � � � , PERMIT DRAWING SHEET OF i I N 0 � � � � � � z N o � o � � � � + 'E L a� / Q � H � m o � � a Z U w � a � � zw �i � � � 0 0 \ � ti � \ O o + o .. o o�� a • � � ¢ N o U o c o � o + 0 v � a � � o � 0 U Z � .. ln p � �o ��� 0 ��w ow ��� i��—��� � 2' LATERAL BASE D��H C F W/CLASS 'I' RIP RAP EST 54 TONS � 83 SY GEOTEXTI�� SEE DET I � -_ �`j �� , �' �-��/ �y /� - /—�-�ixi�� �",,:- / � r �. _�C� �E����T � �__ �Ti,'���-;�rVI E�,�, �J,_� �)� P � .T- .. //i �.\� = _ �� /� `�� / _i � /___ '' � / � / 11� �� � /��w ,_ ,1 ,�' X � -- — — — — — T — , � IVC rRVIC\..IIVIV SEE DETAIL 10-9 �♦1 HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smle 900 Raleigh, N.C.27601 � N.C.B.E.L.S. License Number: F-0116 S�c 7 100 STV Engineers, Inc. y soo wesr T�ade s�., s��ce �u � p�� Charlotte, NC 28202 NC License Number F-0991 E c [ Z va �� .� s PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F l0A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� �TptTje FLATIRON , • � * * � DENOTES MECHANIZED � � � CLEARING � � � � � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER � DENOTES EXCAVATION IN WETLAND DETAIL 10-4 STANDARD BASE DITCH �No��a Scolef �ral �ml Grvund ;� �,�� Ground d � GeoteMile g Min. D= 1 Ff. Moz.d= 1 Ff. `When 8 iz < 6.0' B- 2 H. T e of Liner= Clau 'I' Ri Ra FROM STA. 124+55 TO STA. 125+09 -L- RT FROM $TA. 125+09 TO $TA. 125+21 -L- RT DETAIL 10-9 TOE PROTECTION (ry ��0 5cole� e � 0� Nafural ,�.1�;�5\oPs Ground �—b y I I d d= F. 6= F. Geotextile Type d Liner= CLASS B Rip-Rop FROM STA. 130+14 TO STA.131+49 -L- LT PERMIT DRAWING SHEET OF 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 740 760 180 200 220 240 260 280 300 �'— � I � I , _ „ „ I � � � � � � � o � 0 0 a � � w z � � � s � � 0 a o.. o Q ��€ �' o o � 0 o _ v n > 0 0 �w zQ z � w N �� o= ��� o _ � � � 860 840 �I�II � � `O 0.025 6:7 6:1 0.025 'O � . . ,�.1 867.43 � ----------- ? _�--- 860 — — — — — — — — — — — — — — _ � � � — �\ __� � l27 �7.00 — ._ — — — aao , ��� I I � �III�II _: -- _ _ ��I : � - I-' - . . . �' ��j l I . 86iT----------- 840 �rn�i-���in��-n�nl��i��rniFn 86� — — — — — — — — — — — — — — — — � _/ 840 880 �-------------�— 9�.i---- 86� R(,5 d7 840 88� 860 840 � — — — — 0.025 6:1 b:l 0.025 'O _ _---�-- ----- 867.56 ?•� � � � � — — � � 860 ---- .� � � � �� �� :� � � _ l26 �0.00 — — � � --� , - . ___ a4o WETLANDS WETLANDS � I � , „ 0.025 6:1 b:l 0.025 —�i�---- � 867.83 � ?�� � � � . . . . . . � 860 --�-----�� I � -- - ----------- � � s5j'�— � � ' r U-2579DEF , 126+00.�� � � / PERMIT SITE bA , � a4o � _ _ . .. -- -- - --_ � � _____-------�80 � — — � _ �:1 0.025 6:1 6:1 0.025 �o .—. " / / � . ._ ... .. .. ---_ 868.23 ��� — ii _ _ z.' � �60 WO '80 �60 '40 . ,. , . ,, . ,,, . �. , __. , . , , , �_ � — _ � �' ----- 88� — — — — — — — — — — — — — — — — — — — — — — — — — — — — � _ � � 880 ?•� ---- --� i — ___�_ � _ _ _' � „ „ „ 6:1 0.025 6:9�s'i°6:1 � 5 // 4:1 569.45 � . � . _ 86� — --_— --- _ 866.69 \ � z.� / � 86� _ \ � � —__— ----- ---_— ---- , — i _ i24+5o.00 _ � — — � � PERMIT DRAWI NG 840 _ — - - —_ -- .- -- -- :- - _ .- -_-- — � S H E ET O F a4o _L_ — — 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 � � z � 0 0 � � E� � � � a ��, oa ��,; a z w � H i O N � � � o � O L Q ti - o .. o oF- a LL m o n c L m o U O C O � U + U � � d � � O C 0 � , z � .. � o � �o ��� 0 � � w o w � � � � 0 � � m z - __ -- = �,— � —, j , n��r - , _ , � �;3 / � � --� �ass�ensE��, _�— �, � eiP �' ��% E _ i2^ RCP � eiP � i� � �' `�,/ �.... ��R � � �i � � - � `S� 2' STANDARD BASE DITCH �� " _„f�� �p QE� W/CLASS 'B' RIP RAP `. '� V RPA �55.00 � �`� '\ � EST 70 TONS 198 SV GEOTEXTILE ,- �5' R7 O SEE SHEET 2D-4 . � � /Q�E � , I DETAILII-1 � � �. � _ — — � — � — F _ _ 8 � — , \ �i • - ^ � j`� �,.. F . � g5T �\ � r � ` r. � y � �, �.�..� \ � F S. \ \ w i� ,��\ s � �� _ "� \ � VV� � W � 65 MZ� y W I pNOP Z N O ' � w W zt� � z , Vr'IAi1V V. 4?VC", JH � �, �\,� � �� Nc or I (FO LY - �LIAM F. HOLLIFIELD) � '�, i� � ��� PN� / � ��� � � ��r �` � rs � j' \ � \ � ��, � £'��'�o� � t-s � \ \�— � \ � REMOVE DI � � � '�A , A�_�� �3 � \ � � _\ \ \ \ � \ � PROTECTION SHEET 2D-4 :TAIL 11-12 \ E PROTECTION E SNEET 2D-4 DETAIL 11-12 SITE 9 , �f ES—S7 l / / � � , M1p. hlab s��P��.. �� / ; A jt i ,.i. �r � �� ��' � SAM ,��� � � � "� �i £ , '3 �° �^'' � � �\# �� � � � \ � � � � .� � ,� � `�� f�, „A E IIITI �,_ r�y \\ r � � v � �v � �; � f'� � * � � / $ � O. r � \ � �. � � ' ��_ �� � � �� AM B. 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'--- ---� --... �:_: i i � 867.64 � / � ._. ��. _.. _ .'_` 86� / 95375 \ � _ / / _- _- __ - _ - 139+50.00 � � e4o � - � PERMIT DRAWtNG _ -- - - --- - SHEET _ OF _ —L — 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 860 840 900 880 860 840 �� � �� . .. . .. . . . .. . ... .... _ . . �.__'_. ' _ � .... .... .... .... .... .. ... _ - � � 0.025 6:j 6.� 0.025 �� 88� � � 300 280 260 240 220 200 180 160 140 120 100 80 60 I I N � � � — � z 0 � 0 � � � � E � � � a ��m o � � � N a O t, O � � a z w � � � 0 0 � � � � � o � O L Q ti — O.. O O F — a LL m o n � � � o U O C O � Vi + � � � a � � o � � 0 z � ..�o � �o ��� 0 � d w o w d � � � 0 � � m V r � � W W _ N W W N W Z J _ V H 2 ,; �GN�,� � k �5 �S.�P��,� �a� ,�l S�� SN MATCHLINE SEE SHEET 11A �� � �� CITY OF / � / WINSTON-SALEM / / / / / / Z �o V` SL .D S Sr�-+� T 100 STV Engineers, Inc. 1 V 900 West Trade St, Suite 715 eaz�t- cnanar�e, Nc zazo2 NC License Number F-0991 ��� �Tpt�je FLATIRON � \$ PROJECT REFERENCE NO. SHEEf NO. U-2759D,E & F 11D ROADWAY DESIGN ENGINEER INC�NgI�]L]E E ]�1LANS DO NOT USE FOR A W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N �� J ND BeEevils SILi 9ense Nu hbe N F-0116 � � 35 13.5 0 35 50 WGRAPH� W I = J N I W W W Z"' LEGEND J O _ V � � DENOTES IMPACTS IN � SURFACE WATER ` � � r Q � N PERMIT DRAWING SHEET OF U � � d � � � � C .3 0 � O + C N � C O L C H � K d � U � O � N L N � Q � H � m O � 0 U O Q N U O � v j a � w � z � � � 0 0 � � c � o + o t a ^ _ o .. o o � — a � m o n c a� o U O C O � U + U � � d � � O C O U Z � Y O t O � m L� � J � � W O W d � � � z 0 � + E L � a � � 0 o N �� aP zw � �� oN �� ;� o a o+ o..o ��, a. �oa � a U O C o � �i + � v � a � � o � 0 U z � � � > � Jo �m 0 � �0 d � � z 0 N � K 1 �- F � 1 r � � � W W N W W N O � -F' �'^ V I r Q f— N J � W J U � �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smte 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 -Y4- Pl Sla 24+16.98 0 = 64'OS' 16.7` fLT1 D = l0'44' 58.8' L = 596.65' T = 33395' R = 533A0' e = 4% DS = 40 �PH ;. i r, � OUTLET CHA� PROTECTION -- --------- c�n�P Rr E57 750 TOI - 290 SY GEOT SEE DETAII 12 SITE 10 < � a�% c � FENCE " /�i _ � � ES—SS / - � / Q �� � W 3 m 2GI WjFG 2G1 ^ -�--�� w�c � s �,�� � I �� ��� ���,�� 1 = LE i; � F S�" 100 STV Engineers, Inc. y soo wesr T�aae s�., s��re �u � ` Pllz;l. Charlotte, NC 28202 G��`N ��O NC License Number F-0991 �- � �1 MP' S� N��.� D�b s LA7€RAL 'V' DITCF{� ' \ \ \ -��� '�-- /� ��G S F . SEE �DETAIL 1� 6 I � I \\\\ \ \\ \ \\`'.. v \ �\ , � < F C � � � 7p \ `�-� \ \\\ �F FY �-. � I)Fb h ��., �m �\ � � � � � � p � � �' � �� � , r� .. � �, ��. �� \ �� �\\ � �� ? � k-� LATERAL'V'DITCH -`. ,„.. � , SEE DET.I�. 12 6� �_ A, ��, � , �SEE �I-�EET 12A '', '�' i ��� � ,� `� �l ��' � � I , �,, , �, , , <, � �` o { \ A � P � - � �- � r o, ,�� RCP _—________—__—__—__"'_"'_________ f, . i. �� 1 ) / � �� � � i i � �tr� ��, '� � ��� � �' �i� ' ���` . Q� � !�i.\ PA�iL � -. ,. �O ' �� � �� � � � � � � � � � �� � � . � � � ���" H cc� � .�� � ��� �. J 4 �;�4 : ,, �- -=, , � �_ �� �� 1 � � \ � � 1 \ I � �-�� � � � I 1 �� � ,�R,� ; � � � ,ij p� �l ����( �1 : ��\�� \� l�� � � � 1 1 1 1 1 l. 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T E�-E�p,TERAL BASE DITCH I/ E E E--� DE--�— wrc�nss •s air anr / A' LATERAL BASE AI7�� nr��v 4' STANDARD B SE DITCH EST 8 TONS W/CLAS F'RRP � � W/CLP.SS 'B' RIP P , Wyy FEN�E EST 48 E57 20 TONS � 165 SY GEOTE ILE �� 47 131 SY ���TILE . 54 SY GEOTEXTIL SEE DET�cIL 1-11 % �// ��� 4' LP.TERAL BASE DI H SEE DETAIL 72� �'�,-� � SEE �ETAIL 72-4 �. `I I"al' 1 i � � / SEE DETAIL 72-2 - �\� \\`\\�,\\�� � I ( � /� � ,� , , �1 _ ,�,� , , � ���\ ��\ll ES—W37 ::;_ � �°�����"\ � �I�P // C —/°� � DETAIL 12-11 \ \ \��\ �\ 1 r 11 ` I I II ���11 /�� J I T E 1 O B _ -�� "� OUTLET CHANNEL PROTECTIONBed �\�� I� 1�� lI . �� �V��1���j1��� � _ �.=�� �,a���� ,�,.o=�a� �,�d� �� ��)�l l rt� � � �r , ,�o,o 11111�i '_ r - _ ,--, � J ��� , ,� ��� , ��s � a, '1 — � � � _ �— 1 f �(� I�I1 �, , � � � ��I I � � �� � �j//, �- ���� �-- � ��,e��e ��a.�oee�^ ��ll �I ���J) 1 1 ����� l��'� % �_%%� � � � � � � � � e. « .eP �P -' 1V��\JJ��r 111� JI r/ ��� / \ n, �\ ?y STA 159+68 L- LT � J \\ ylf � / I \\� �\� �� � � " �� � � � � �\ \ � �� *�� ll����l�/l�/i��� � � � �� � - �~ J ������ )��� ll��l�� � � � � — � � � , ; _ __ ,, � �� � cl � � -. � � � � � � l ��� _ _ ��� , �� �� � t� ��� _,���-�l��ii�iii �� �i -� � �, � � � �� ��- — ;; �������s�� :_� �� ����� � ���� ll � l � �� �� � �, ��\�✓�-� g �,������'�\��-����`�� °��ll�J\� _ , �,-, 171 I I � i I , � � � � � � , � r-\ � � � \�-. � � �e\� r�\ � _, � , � �F � � �`:, ... � ��� 15"\�� \ \ \ ���F. 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EV� �EL� W ��LE � �/ � / O � -�I� �� -` �L��� � ., � � � �o i � r ,� � , ,_ � , — I + 50�� TA 12 F, �� � �i ! �/� � � MATCHLINE —Y4B— S - SEE INSET SHEET 45 PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 12 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �Nc����.E � �L�N� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED '�� �CptTje FLATIRON � � � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER ' '�' ' DENOTES MECHANIZED CLEARING PERMIT DRAWING SHEET _ OF _ i I N 0 � K � — � z 0 � 0 � � � � E � L � � � a ��m o� 0 a U O a "' i z w �i � ��w 0 0 � � � � o a o+ o..o o� a� �oa � �a U O C O � Vi + U � � d � � O C O U Z � �� � �o ��� 0 ��0 ��� V � / �v�.� 1 " \.� . ��� OUTLET CHANNEL '?�` ��+ PROTECTION � �j � CLASS 'I' RIP RAP �- —� II EST 150 TONS 290 SY GEOTEXTILE �g�� ,��� SEE DETAIL 12-11 � �; / S ITE 10 �� �� � -. cE �� � ��� E S-S 8 ; � � � _ � � � � �� i 2GI WiFG � 15" � �� 2GI WiFG I 2G1 � Sy FS /��O ��: 1 %� � � � �F \o 4� \ �� _ � ��, � u v _ \ 'p � �A � �^\ � \ / ,,,��. �� ES-W36�---�, , , �' � � O>, � / � V � S ITE l 0A r: S t_ S ITE ; ' ���_�� � �NE�86 ; _ ES—W3' 10B �♦1 HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smle 900 Raleigh, N.C.27601 � N.C.B.E.L.S. License Number: F-0116 S�c 7 100 STV Engineers, Inc. y soo w r T�ade s� s��ce �u ��� cn i tt Nc 2szoz NC License Number F-0991 0 �� �� s PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 12A RNJ SHEET NO. 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EL 895 M P : : � � : : : : : : : : : : : : : : : : : : : : 0.037 0.043 6:1 5:1 0.043 P 88� �li .,, ,,,,�, �����, ���, ��„ .. .�.....�,�......:� :...:�.�� �.� 891.53 .. .. .... .... ... . . .. �i ?'7 / / — � � — — — � __ f�------------�— -- -----------_��__ �� _------ soi��y.�. �i — �� 7V� / � ' / / 880 86� — — -- � — — � 863.67 � � �'� 86� l62 +00.00 �� � � � � ,:--;, I, 840 : _� _ �'� ' _ � aao � � � - ---- ---- - --_ - _ , _ _ � , : _ � _ _ ---_ _ 900 � ` , ;9 8 0 _ _ — — 900 3RPA Slo 10+96. 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', �^� t,, �J l 555 Fayetteville St, S9ite 900 Raleigh, N.C.27601 U-2579D, E& F 13 ��,s . N C B E L S License Number F-0116 RNJ SHEET NO. , —�g ROADWAY DESIGN HYDRAULICS �-�- STV EllglttCC1'S� Ii1C. ENGINEER ENGINEER STU� ioo soo Wesr T�ade s� s�,re �,s p�� Charlotte NC 28202 �' NC L'cense Number F 0991 � � INC��I�1LE ]E 1�LAN� . �� - � � DO NOT USE FOR /W ACQUISITION �� � �9 i DETAIL 13 6 .:�\\ \\\ \\\\\\\�����\�\�.�' 745SYGEOTEXTILE � -:c -'_' .' p �� ���.�. .. 5 .�-`�'/I��Y - 1 OU7LET ' osLIPROTEQ�ION&d �� �.1\ \\\ \4����� \ \\� SEE DETAIL 13-8 yu.,., ^ . �� ' � � �� �15� . L , ��L9 � iiaHei�.ai CHANN � ENERGY ISSIPQ7QI�'BASIN - � '��� .., � � � � %/ j � -� � � - S t " , - ,r , . a,o„� e�o��a G rn ��\ " � ���� �E" � �n�/ i " \ \\���������\� \���\� \\��. � SEe 5He ,20-9 "'.6� �� � j �� DOCUMENT NOT CONSIDERED FINAL \ � �.��A� oerau �� ' � � z �, �� � � � � ,�,• � ����\�A\�1\\\����� � �_ �e�o;o F` ��" �� ' � _ — -__� — — — — � � � _ ==== � �,o„��, �-y , � — � \\\\\�\\\\� ���\���.' 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'� F � �-� - / � ��- �,�?�. ;. �. � �i. �.-. 2' STANDARD BASE DITCH � �� �� � � � �- � � 2GI W �� ti �r . �(I '. L j .-1 �� , .' � / t � �� REMO _�,�� ""W/CLASS 'I' RIP RAP ? ,� A � � '��'�, — � 7 '. . � .,,. �� / _ �.'- , _, ESS SS TONS 5 _ . � L,-- L �_ Z` , ' � ° —� ..� N . �' TOE PROTEQTION . �` ' "� I - � � � '-' ' � � � _' � � �,. . ,y ._,._ �". F mp�. 100 �Y GEOTEXTILE —_ C � ' �� �' SEE DETqII 73 7 � - ! ' ..,,., ' -, . SEE DETAt1�7�i-2, -`r . 61L � ' � — � i . j � � I y -- ,� ' 'r 4 H � - I Ji;11 . l,ir^ m - m � REMo�E � U � : � � -. f. . _ '� 24 RCP N� �-_. � � ,� 47„ Wyy FENGE m �� �' . .- W �� '3 F' ' '.• . -• � ` � � 47„ � :N_�. � R.. �— , _ _,� 1B w/MH G � - � � . , WN' FENCE R � , ` r i ` V . r � -� � �� � � N � �E��E �� �_�� � �� ���°� ���� _ E � �� �� �ry ' - Z \ ��\��, E ��� .�� ��- � .������ �F� � �E qi � �� � � ��� i� � \> � _ E E -� � �� — � � � . . \ . � 4 ' ,. �. �E:, . ;���.' 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TYPe of L'ner ClASS B R �RaP \\ y . � � / \R \ \\ \\\ \ \ \�\ . \x� � � ___ ��C� //�� /j FROM STA.172+10 TO STA.174+91 -L- RT . \.�� �S—S9 \ � � \ � � �~ �� - — -- — � ��'— %��/�%��(�'� , � � �� � � � �� � �,� �'� = � - _ �_ _ „� _ _� �,rry t -- � _� � �: ,... '- � '� — -=���i��?` „ ~ � � DETAIL 13-2 r � / � = X / STANDARD BASE DITCH Z�r'�// � ��� ��� � I � \ � — _ � ) � � �� .� \ � I Not ro s�olel � / / � � � / — ���I �i\ \ \\ \\ � ��/ NONraI N I � �� �— �r�J I � w� � � � �� � \ _ _ �� \ \�\\\\\ � c� '\ I `� yp r \ � � Ground 7.� .�.\ Ground / � � /� � � � � � \ \ \ _ � `�`' � � ' V �� coN X��X � � �g a ° � i �/� =-r�" ��/ _ � � �\\�_ °r^ N�. � _� i /� � / �� ���� �V�� ' \ 1 \ Geo�e.�le B Min D= 1.5 Ft. �/ �I �_ � � � \ \ � . N � l\ �\ \ \ ` � � Max d= 1.5 F. = � / � �� �. / -�� '� \\ � \ .. 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License Number: F-0116 S�c 7 100 STV Engineers, Inc. y soo wesr T�ade s�., s��ce �u � �, cna�iott� Nc 2szoz NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� �TptTje FLATIRON z 0 0 � � E a �� o� o� a .. z w � �� o N � � � � o a o � o .. o ow- a � � o a � � a U O C O � U + U � � d � � O C O U z � �� � �o ��� 0 ��w ow ��� I y 0 � � FS GI-A ,X o 2G1 WiFG :�� � �� _ � �; � ���� � � ��`. � ^� sr �` • �os� , ��� �� � :nn iy �� n��1 ,, • ��`, �. � 1 .. • �� o,�.y',ia • .� • • ��`�S / / / i �� ' _I;'�I IE" _ i H i i , � � -�_ `c ES-W33 � S ITE 11 A ti� O ���9�, 2' STANDARD BASE DITCH /CLASS 'I' RIP RAP 55 TONS 100 �XSEOTEXTILE JAMES We SMITH fJ�.,_ � ,..1; DETAIL 13-2 STANDARD BASE DITCH � Noi ro s�oie� Noluml NoNral Gro�nd ?�� 2�� Ground d � Geoarrile g Min. D= 1.5 Ft. Mos.d= 1.5 Ft. 'WFen 8 is < 6.0' g= 2 F�. Type of Liner= Closs 'I' Rip-Rop STA. 175+01 -L- RT DETAIL 13-7 TOE PROTECTION �No�ra s�eie� �\ �g( Na�uml �,�� ;�5�°� G.o��d , y , F I~'I d d= H. b= F. Geo�eelle Type of Liner= ClASS 6 Ri�Rop FROM STA_ 172+10 TO STA_ 174+91 -L- R' SEE, ,' BEGIN DETQ1_I�-�l� -2 � "� �w—�r _ , ., \ � _ _ — _ — � . .. � REMOVE _ - ' � - , �� 24" RCP, JFI�� �-_ — - � �.r-J ��� ' � � � — — �- � J B w/MH � �' , � � �A� � � � � � - ,� , �� � �'� �FT��H\ /¢ JS �,', � � � ,� _ � � i � - � i�� � / �r / j I : � I � I PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 13A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION , • F F DENOTES FILL IN WETLAN D �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET OF �♦1 HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smle 900 Raleigh, N.C.27601 � N.C.B.E.L.S. License Number: F-0116 S�c 7 100 STV Engineers, Inc. y soo wesr T�ade s�., s��ce �u � �, cna�iott� Nc 2szoz NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� �TptTje FLATIRON � z 0 0 � � .E L � a �� o� oP a .. � w � �� s � � � o � � a � - o .. o ow- a � � o a � � a U O C O � U + U � � d � � O C O U z � 0 � 0 �Y� om ��w ow ��� N Z O � K , »\ �� � —, _ , �'\\ \ - _ � � � �, � ��% � �� � 5 /' � � ti � � ,�_ �_ � ' � '�v , �� �1 _ � � � � �� �� PE NENT ROCK CHECK S � 8' STANDARD ASE CH �� W/PERMANENT R K C K @ 25' SPACING � � � � CLASS 'I' RIP RAP �, � � �, EST 86 TONS 145 SY GEOTEXTILE ,'� ,� �,���� SEE DETAIL 13-8 _ _ - r � � ��_ � � _ _ ENERGY DISSIP `�SI SEE SHEET , DETAIL B..;' � �I ��-� , �2 ✓l /� ���� r � � �`V?, , ��'�O°�° _ � JB 30 `L' �?� _ _—� '� �v,�Sla6 �i _ — — — � OUTLET CHANNEL PROTECkCON CLASS 'I' RIP RAP / 3 3 EST 94 TONS ' 163 SY GEOTEXTIL /� SEE DETAIL 13-b / �ti z� i , ,� �� - / L � � � � , ;� ��_� r _ J ` � �, _ _ ��-��; � ` �� � i v ,- �, - ��L�,'( I �J �' �. ��N�,/_,[�'`��` Buffalo Creek / t i. � � �Es-s62� � �� , � ���"J �-�� �1.� -- -� -L � l - _'� �' `�-�-' �� ti .q ,�.� � ��J�S�� ' _� E. . - _ � � �l — � � ��'�—�---',-- � �� � � � � � �`� i � �, ��._ ���-_ � -,� �� -- --� � E S—S 9 S ITE 11 � � PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 138 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION ti� O ���9�, DETAIL 13-6 OUTLET CHANNEL PROTECTION (No�to S�ole� E�eN:tiaea o��p c.o��e GeMwfle CFon~ Bed �varoblel e ofL'nar CL I RIP RAP STA.173+47 —L— LT DETAIL 13-8 STANDARD BASE DITCH WITH PERMANENT ROCK CHECKS @ 25'�SPACING �No�� Scole� re,ma�am aoa cne�k Natural No�urol Gro�nd 7:� .��� Gro�nd d D , Geo�e.�ile q Min.D= 2 Ft. Max.d= 2 Ft. •Wn�� B I:9a' B= 8 Ft. Type of Liner= Class 'I' Ri�Rap FROM STA. �9+�� TO STA. �A+97 —Vd— LT ►� �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET OF � � � � � H � O 0 0 a � zw � � � 0 � � a 0 o.. oQ ��� �� o� o � �� - � - a > 0 0 � w z Q z � w � N � �i - o- ��� o _ � � � 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 I , ........ i - --::: �._..� �i%Q . . . . .... � � -ra- sra.ai+io.io 0.050 . . . : . EL. =892.60 I . . .. ...... 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SHEET NO. � � y^^^ �-r + ' /o� � � �"e �� 5� � � � � HDR En ineerin Inc. of the Carolines � ��� �� � �'�,� �/ ��%� � �+ ��'� / � �� ��� 555FayettevilleSt,S9ite900 Raleigh,N.C.27601 U-2579D, E & F 15 � j��E� �,,,. � 4� �� r � � �i � � c�o.,p�a � N.C.B.E LS. License Number. F-0116 ww sneer Ho. �� �� + ec� RANDY L. & �,ya< �� E�P cp` ROADWAY DESIGN HYDRAULICS \ �=x � SANDRA N. SMITH I' // ENGINEER ENGINEER �!1, � ✓ STV En ineers, Inc. _ �� � + c� '� / MILDRED B. TUTT E c�:� + �,y � 900 West �ade St Suite 715 �W� ��G,�F � ``� � p � o� , j�j �� \) w ��� ���NC�Lcense�Numbe��F 0991 q � INC��1[�1LE ]E Il➢LAN� �z''� � � o� �� � + j�� �' Q � no xox ose nort /w wc�memox �_ �/ �Y . . e ���� � � �F� \ � �j/�, � � ,s ES—P9 �� s a°� �ti``� � � � � � � ,� �� � � � � �� 3�, AVERY L. & � �� -i- �c,'�' + ����� � � � � ���{\\\ �� � � � � / ' � � ��5� �2 I .' ARBARA N. 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SEE DETAIL 15-1 FENGE SURFACE WATER i 47" yy�y � ` � � � �/ FEN � �� 2 � X 36"cH 47" � W `� � � � ��� � , � ES—W30 '�� n�� �x � W � � � \ �cr , �: � ��_ , - � � � � � � R � DENOTES TEMPORARY y — - � � 2 � � � � �� � � � � / IMPACTS IN SURFACE WATER cn ' " � � % � — — � � � ' � ���" � � � .� ` ` �" , �� � , ___ t �.. �w,�.r '�,,�;,:: Z W ,� � — � ` � .s � ; ,� t^ti,r,, � � W , � � � ; � � � r�� � �- � F � , ' . ��21 ��� 26rA � �� — ��� � � —��� CHANNEL �wr�� _ � 2GI m i ' � �,! BLOCK - � ��� �' � � Q j �� � SEE DETAIL A � � - F ' \ \ / „ (� Z. — — — _ SHEET 20.$�f � � 4 . FN r —� i� —�—�� C �� � z. I � ��� , --- � � h, �;�� � z�i —� i r, �' ' FS � �„� 18" RC '�Fh .. 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A 4� �. 3 MARY F b �JJ� � j � ' � � ��r �,>� � ��� 4'�/�� ���-- / \ DETAIL A oxca�P�crEo �% � � � � � � � xew encKr -. is s' n iio' rxexsx xno ', /. ��� �� xo cxexx�� e�ocKsiecirxeo xry rinxs �� �� ..��� �/� �� � P oF"exi`snxs cxieie� xvew � . � / � � �// : ixveni� :��j% ',C.FAH S. .'��F;T; � ap�K ;�E" ap�KF,� � — � ' DETAIL 15-1 t, �. � ' L4TERAL BASE DITCH ncx 1.0' DEPTX SECTION A-A ���551 � i����� s=��ai �,'� '�\ LEXGMM� NS] STONF - � uxtOnvatiEo ^' �� \ Gro�nd ?'1 p �� 1"iF�. Slope ^� � \ BALIffILL Fill e \ d � � 1 �, �Y.,_� GEOTEXTIIE B Min. D= 25 Ft. \,�� 2. \ Max.d= 1.5F. �',I`� en[[F[�� 4� �� `M'hen B s� 6.0' B= 4 Ff. \\ -. E% ST[NG P- BRCKFILL �)TCHRNNEL BLOCK SNALL BE INSTALLEO IN ACCONDANCE WITH TXE E�P Type ofLiner Class 'I' Ri�Rop 6= 5 Ff. � CNANXEL \ PROJECT SPECIFICATIONS. � �\ � 2) CHRNNEL�ANOOPNOPOSEOACNANNEL,TNE INTENFACE BETMEEN E%ISTING FROM STA. IO4+IO TO STA.IOJ+3Z -L- LT \� 0 3) BOTfOM OF BLOCK SNOULO BE A MINIMUM OF BELOW THE IXVENT �� ��K� �0 SECTION B' B 4) BLOCKESNOULO�E%TENO�AEMINIMUM OF BEYONO THE LIMITS OF THE � OF EXISTING LXRNNEL pLAN VIEW EXISTING STREAM CNANNEL. \�S.N MIN. OF BEYON� L � '��. 5) INSTRLL EROSION CONTROL MATTINO ANO SEEO IN ACCONUANCE WITX -'�M \\ C HAN N E L B LOCK 6) COMPRCTJBRCKFILLITOCE%TENT VOSSIBLEEON ATTEHEGD AECTION OF / \\ \ NOT TO SLRLE THE ENGINEER. ` �� \ srn. zoa+v -�- �r � PERMIT DRAWING � SHEET OF x ��\ ��� � i I N 0 � � � N z� 0 d N �i + E `� L � � H a � � m o � o Q U � a � � z w �� � ��w 0 o N ti � c � o o + a o.. o O � / Q • � � 4 N O U o C O � Vi + U � J d � � Q C O U Z � � � � j W + � O � 0 � �0 � � � � �+ �� i 5� i � �y . ` y'^^ �-�� `�, � , c� + �r i, � HDR Engineering, Inc. of the Carolinas �- � \ , i � � �% � � �� � j � ��� 555 Fayetteville St, 3mte 900 Ralelgh, N.C. 27601 � �.,, � , , � ���, �� � � , � t� ; % / `�-� op�� � �- N.C.B.E LS. License Number. 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I f 1 1 � \� \ �� �\ � ' � \� .. � \ � �\ , > i � ,��, \ \ \ \ �\ � � ��\/ l I I I I I I I I I I I I W E FI L I i (--# \ I I � \ i° 1��\ i �� DOCUMENT NOT CONSIDERED FINAL � .� � � P P P P �,1\�����I�°��� II y}I F\��\\�I1`��� � � -�i J�� O � Y�l/'�//�ll ��I� III �IIII� � P P P P P P P P P P � l � I I I I I I I I � I ` 1� `\ \\ \\� \`� ��/\ 1` i �� / // �\ �\\�� �` � UNLESS ALL SIGNATURES COMPLETED �/ �� ���I i�i�ini i " �� ������ � � �� � ���\\ ��� ���� � � /<� // j� �� � �-1� i �r �;� �� �''. p � p � p p � p � p a l I � � � � � I � � � � I � I � � ��6? � X ��� .: �� .�� � ���� � �� � � `��� `- <:.. ��� �Cpt�e � ES—P2 % � g � I � 1 � 1� \ 1 I�� ���1-r������ � � � � � i i �,� � �. , ii� -� �, � P �4+, � � ���, o� . � P P P P P �� � /� .� �fi � � �� � � �x I� � � -� �4� � �� ��iiiji�� �� ��� F�aTiRON - �"N � P P P P P P �l � � � � � � I � � �� � � � ,� : � y 35 11.5 0 25 50 � � � �ITE 1 � ��� P P P P P �I m � � ��� � J�� �� � � � � � I �� j�� � � � � �f� ���,� � � � V � ���� � � � ,� GRnPHIC SCnIE � d tj`o: _ P P P P P P �� I � I ,.�'� �/ /X��� � � I � � i�� i � I � �����������`V�����" �� � � � ���s� l / � ���/(' V � ��� - P P P P - � � � � -���� � � . �rI � I i��/�/��� �� I, � I � � \ � \ � � ���i I_���/��e.A �������� � � \ / a+—' � x- ., / � � P P P P .�"i ��� ' /� � � � � - W T E T .� -- - ' � P � � P � � � , __ .� - " �;i '- �,.47"WVJ FENC P P P P , .. ��� 47"WW FENCE'�. � VC�.: � t,- P P P P P I z� �� �----� �"F C � � _ � 7 � I ' � ���� I � P � P � P � P P � � p � � � i � � �' � �� �.���Y � ��, ��.-�' � �� �. i \ �� � � / � � � /�/ l �' ll �� � �,� �� � � � l 1�,� � i ��� � � -�-' � , /, —Eo� � � _ � �� � � , �� o0 ►'� , NCDI� ,�� P P P P P � � � U � � s r � � il�, , , i � � _�---, � � , ��1� �� �s� 11,, W._ � r P P r r r � \ c /_i--=����� \� 18 � 9e>\�� \�\II �� ���;� r/ W 2 r�� �� � �� \ � �i r, lyY < ELBOWS \ \ I � ( � W , \ y P P P o P P � ,- P P P P P P � � � � � �/ � `�.:?;S s � zci m s �� ,� �`, % N W .s��`'"������ � �� P P P P P P "- _ _ _ _ � �. � _--� ,� � �� � _ � � � . s,- r P P P P P P W � - ° c - _r � ' ` � ,. � � r > > _ �/ W r��- ' � � ?, . , _ � �' R , �, � r: . . � � � � , O .t -. 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License Number: F-0116 S�c 7 100 STV Engineers, Inc. y soo wesr T�ade s�., s��ce �u � �, cna�iott� Nc 2szoz NC License Number F-0991 Z � � ,o � PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 17A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� �TptTje FLATIRON � � �DENOTES IMPACTS IN P SURFACE WATER (POND) PERMIT DRAWING SHEET OF MATCHLINE SEE SHEET 17 � � � 0 � � •E � L. � a ��, o� 0 o; a � w � z � � H i 0 � � � c � o + o t a ^ _ o .. o o � - a � m o n c a� o U O C O � U + U � � d � � O C O U z � �� � �o ��� 0 ��0 ��� � D RAI N P Z 0 � THE LOCATION AND � OF CHANNEL MAY BE THE ENGINEER IN E' TDE TDE � � � � �♦1 HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smle 900 Raleigh, N.C.27601 � N.C.B.E.L.S. License Number: F-0116 S�c 7 100 STV Engineers, Inc. y soo wesr T�ade s�., s��ce �u � �, cna�iott� Nc 2szoz NC License Number F-0991 Z � � ,o � PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 17A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� �TptTje FLATIRON � � �DENOTES IMPACTS IN P SURFACE WATER (POND) PERMIT DRAWING SHEET OF MATCHLINE SEE SHEET 17 U � � d � � � � C .3 0 � O + C N � C O L C H � K d � U � O � N L N � Q � H � m O � 0 l9 Q U O v j a � w � z � � � 0 0 � � c � o + o t a ^ _ o .. o o � — a � m o n c a� o U O C O � U + U � � d � � O C O U Z � Y O t O � m L� � J � � W O W d � � � z 0 + E L � a � � o a 0 � o a zw � �� o N � � � � � o o + a o..o o � / Q • � � 4 � ° U O C o � �, � � � � a � � Q c 0 U z � � � � w w + � o � � � 0 d � � I y 0 � � J� \ �� �� : // / / rI ,��� � �V \ � 1� � �W / ,�� ) � ( � � �� �� ���/ // /� � � � , I _ ✓ � � //� j � ,�� � 1 1 1� I\ `� \ i // � V' / � > � J ' � /�'� � t � -.: � � t , , 1— / __ � g w � / � � � / � / / � / / � / / � � �/ / / / N � � � „� -� � .../ . , � / / . ��� BERM '61TChi � - � ,. --.7 : � SEE D , AIL�1 � � � N M N � a� H � N W W J ,=A I VI W W Z W N J _ U � � . F,.rZ�,_\ �S.a ;' � / c.' �} . DETAIL 18-2 DETAIL 18-3 � STANDARD BASE DITCH LATERAL BASE DITCH �'\ yd .� y�� ` (No�to Scolel (Nolfo Scole� � I �y QQOQ+� \ �\ Gmund :I 1'� G�ound NaNral b m�� � e� \ \� � I 1\\ �f � d � Ground �:) p 1"fir. Sj�o� �- 0 � d a � � � � o cama.�ie e M� o zoFr. � a� cEo*Exr iE , Mox d= 2AFt. B Min. D 1.SF. � /�. 6 \��, \ � 'when e z< 6 o B 4 OF. Mox d 1.5Ft. Q .:g6 55�1�_.E GGG�����' , 'When B s c QO' B 40Ff /�hr \QE � \ \(c, \ /��j em-� / / � l T eo(Lner Class'B'Ri-Ra 6 SOFt � � � x . Type of L ner Closs'6' R'�Rop J /-- (jl FROM L STA. 240+85 TO STA. 242+85 LT FROM -L- STA. 243+35 TO STA. 244+05 RT q\i� �� �� \\� �� -��" � �� �I DETAIL 18-9 DETAIL 18-9 0 `� ���- �� �� � � ,���� ��! STANDARD BASE DITCH STANDARD BASE DITCH / � / �Ho�io smlel INorio smlel � � �,e '�'S�\ �� ,I�LELCHqNNEL ,. Hm�.al Hm�,al Hm��l Hawal � a � � \e � �+ PROTEGfIS�J/ ' Ground 7.� .�� Ground Ground ?-� �,� Ground \J °(\� \\ � \ �\�{{�S�'� �((p � j � d � d � / � �� � \� � �\ ST �TO� I . 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License Number: F-0116 S�c' loo STV Engineers, Inc. � soo Wesr T�ade s� s��re �,s , P�r� Ch lotte, NC 28202 � NC Ccense Number F 0991 I� r�` \)) �� � //��„!,�`� ` �. e' � a�,��`� � ._ .,...=���� / �b:i. E_`1 \ • I . : � : i�, �— � ^i �C�__'-!- _ ' � C 4 OiCe � �' � � FS ` 2GY"..�:,s. - r� , 5d �' ��� t�.i �' `�� a , ,� sFo C r:: _:<�� ��_===7 . =-__� 2GI-A LL i 1� r �� FS 24 RCP III � C — _ � _ — — — — — � — \ � � � — — — _ � � C 47" N/W FENCE RCP-III JB w/MH —�f� _ C 3p " PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 18 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION S I T E 15 � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED V/�___--_ -_- I - - �153 � � �� �Cpt�je � ��� � � FLATIRON __ ___ '_ 1 _-_______ ,..r. 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' � / / � ry Y �i \ \ E57 33 TONS �S II' � �SEE �1L 19�12 � / � / � \ /-- —\ E41 56 5Y GEOT�TILE , yy I '� _ ' / / , � � �� � � � � � � �' SEE DE7All 19 a � � � �� � � � ' Y � / � Z � r 3 a-- � � % � " — / `� . �� � � � � — T_ I � i m � \�Q 1� ���Fs i � � �� �7 ��� �� ��;5 �� � ��' s . M`� ' � � � NC g3/�'�j j I r �� „� � A � � � - - - � . �. 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ST`% 1QQ 9ao wesi Traae si, s��ce �,s U-2759D, E& F 19C eaz�t- cnanar�e, Nc zazo2 NC License Number F-0991 ROADWAY DESIGN ENGINEER I/� �(ptj�e INC�NgI�]L]E E ]�1LANS DO NOT USE FOR A W ACQUISITION FLATIRON 25 12.5 0 25 50 � GRAPHIC SCALE 2GI ---,� ` • 78^ RC� _ p p F5 o Z 0 o N rn i r' � �., 8., N :i' r =/�/F �\ rn �t� ��� C \ N CREST gT\+ + ELEV=87 ^� � SITE 16 � �O 2 v � 617 ,, �€\ � - - - \ � ,, i g ,� LEGEND: < i' ' ` -" � � DENOTES IMPACTS IN SURFACE WATER __� DENOTES TEMPORARY � IMPACTS IN SURFACE WATER r�""�i '� — - � � � � �1;Y t . ���\ �. f'. i.r � _ � � (.� t �5.�, �'�.f � � y $� �,,.i!\ / /i � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��J ND BeEevils SILi 9ense Nu hbe N F-0116 � DETAIL 19 14 OUTLET CHANNEL PROTECTION (Na��oS<olel f�ralBed le.ofon �uro No��ml Groun Gro�nd , s- camaeia ene��eie�a Na,ae�e, eo���e, � •aP�,P cSTA 266+72 -L- RT PERMIT DRAWING SHEET OF � t Z O O � � E � � a� � a O 0 m w � �s a z w � ~ O � N , a 0 o.. o� � a c � mi 0 0 0 � a 0 c� z �� 'U 0 �w0 �� � 0 � � m Z O � � � ` STV EllglllCCi'S� IflC. PROJECT REFERENCE NO. SHEEf NO. ST`% 1QQ 9ao wesi Traae si, s��ce �is U-2759D, E& F 19D eaz�t- cnanar�e, Nc zazo2 NC License Number F-0991 ROADWAY DESIGN ENGINEER I/� �(ptj�e INC�NgI�]L]E E ]�1LANS DO NOT USE FOR A W ACQUISITION FLATIRON 25 12.5 0 25 50 � GRAPHIC SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� J ND BeEevils SILi 9ense Nu hbe N F-0116 MATCHLINE SEE SHEET 19A � , �1Fg . - ," " - O , � 2 I \ � fl - y , � zGl A� �O� � ,. � w � � � � ' ' � � �� � �N� ':, � � �' t u � � I � � , � i 1 � � ' �' ' � � �. � o^ � � � c �. ���� �7 - � �� ' s ripz�i � t� � I � � � \ � s � h f I - 1� oi 1 �� d�, - � � �.� '_ `° lo° � a: t � V A � _ i � - - � � �3 � � - � o �� � =,r�� � � - � i �� , ' - _ -_ Fs �� ory „�� � � � v z�i � - - 2 I-A ! 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SHEET NO. 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IN=861.0' EXISTING RIGHT TOP OF BANK H5O EXISTING LEFf TOP OF BANK - -� 840 �� � �1' ? \�� � � EXIS7ING LEFT - - - - � TOP OF BANK � EXISTING RIGHT TOP Of BANK � � � �� � � � � �--- �� � � � � � �� �� � � �� EXISTING GROUND ALONG CULVERT C� i -�___�____ ._�____ INV.OUT=847.0' •• • ■ � .' . � ...........................:.� � .............................� � ............................. � .............................' � ............................. � .............................� � ............................. , .............................� � >� O � �ti O�?� �. `9� �`��/^ � 5=0.0181 -_.-_��.___.,_-�r..___.. � EL=853.6' PROFILE ALONG � OF CULVERT � � � _ � � PERMIT DRAWING SHEET OF � � � � � � �_ i��ii�����iii������ii������ii�i����ii���i��ii�� �iii� �ii� �ii�i� �ii� �i��ii� ,i i i i � � i i U � � d � � � � C .3 0 � O + C N � C O L C H � K d � U � O � N L N � d � H � m O � 0 Q U � � W O . N j a .. � w � z � � � 0 0 � c � o N t a ^ - o .. a o � — a � m o a c a� o U O C O � U � U � � d � � O C O U Z � O t O � Y L� � m � � W O W d � � �I�I � N z � 0 d � �i + E � L; �� a � � m 0 � a Z U w�� a `" � zw � � � ~ w �' o N � C 0 N+ a -. O.. O O � / Q • � � 4 N O U o� o� Vi + u � � d � � Q C O U Z � � � > + 0 � Y a � � 0 d � � ]5 12.5 0 5 50 GRAPH� PERMIT DRAWING SHEET _ OF _ G 0 PROJECT REFERENCE NO. SHEET NO. `V � HDR Engineering, Inc. of the Carolinas U-2579D, E& F 20 —` .� �C� 1� 1 C " �``` � � O 555 Fayetteville St, Smle 900 Raleigh, N.C.27601 r A� �� ��� V C ��V � k� z� � 85 '4 `'z ��� N.C.B.E.LS. License Numbec F-0116 ww sneer No. A � ROADWAY DESIGN HYDRAULICS •� �, / / c' �' SE� � � oo � �P � � , � ��O ��\ � STV EtIglttCel'S� Ii1C. EN6INEER ENGINEER , sHEEr � � s � � ��� � sTv �oo soo Wesr T�ade s� s��,e �,s � / �� �, i�' o�� � � ./ eara. cn i rt� Nc zazoz NC License Number F 0991 � � � G�j S ,o� ����/� � �� ' � INC�Ng1�1L1E ]E 1�L.�N� � �� � - �� . i , r� �� „ ���V� .,.... � � � ���=� GF`� ���� ����������VA�� � oo Nor use ron �w ncnms�noN � � �� � _ ti � — ��' � —_ � � P .� � � ' ' . " �� i � � � - ��S 4� � �i � � � � r, �� f �Tw � � I, � '� V �� �- d� � � ��� j ' � � � � � i q I � � � � � — � ' , I laa o-it I � � '� �� _ _— � �%e��- � � f` � ,. � � � �'�'s ������ � � � , � �e� WQ �..1 I�' y ` ����j� I ° ' fr ,. 1�, ., \ .�F � ;.% �' A \ p�\\\\\�� �� � \ %� i j,��; � ( l � � b�� � �� -- � ) � � 1 � � ' �,6`�� � p : G �-�� � � � v � � �i��' � � ti�` � .:�� �� —� � � � � � �s'�`��I� �� ' �� � O , ` � � HJ� ��� �� � � ����. A DOWMENT NOT CONSIDERED FINAL es� i- � y, ��f � t, . w � UNLESS ALL SI6NATURES COMPLETED J�� �� � -- � �� � � � � � I I�q��� � � �� � ��q � - �.� �� Kl 2 �� •� � � � ���� �.� ,����9 � � , � ` ` ��t �S��a � �_ � }��� t�� `� � � � l `\\\\� . ill I `������ \\ � \ o�- N „� ��� � '�� � ^�\ � ��- � 9,k � r z�� ��� �� � �1 � � � � A���� �� �� \��� �� � � �� �' � � � ��� �TptTje � _. � � � , ��l ;�o,s ,� \ ����\� ,��.��� � �� �ITE 1�� F�aTiRON , �� ' � � � � � � � � � ., � � �� �� � , �� � l�'��F 75�GEOTk ILE 1\ /�\� \\ �\ '� \\\\ \�\1I \\\�\\\\\,-„�"i � I � � �\;. AG� / ES—S1I '� i�,.�... - � a , EST 2�fiON5 �� S� Lp,7ERAL V DITC . �� ,p �_ :. C� � c �� ' I � \ e\) � \ � \ I I f � � \\ < �:/ CL4S5 'B' RIPRA(P � H3 'Ca,q 4. �.\� � �� � ` � // � �' � - � ` ` � � 1 � ��� ST 69 TON� � � - 'r` � / O ' , � � � ; �� — , , � E '�� 3 -� � �•�'� ' '' " � ` -I� ' \ ' � ' % 152 SY GEO TEXTILE `�� A � , � � �� t" � �, � � � -._ �I/ ' r / . . \ , i � � F ,i � v � H I� O � I �J� ,�� SEE DETAIL 20 9 { �\. \ � ��AT � C V' DITCH N � _ J�\ r � „ I �' � "� � � . �. �. .., UE �� PU �DE\f,AIL 20.3 . , r i : / � ..-: a7„� \ E . �� .,� a i ce � � � C t � S �� � � ,.,. � � ; � � FENCE � �� n , P i F- � � � `� �' � 2f8ERMl ��� `"'�. . ." `.. r � CL455 'I' RIP RAP �- z � � . C 47" WW %�. / // ek$E DITCH n - Y _ _\ � .1 _ _ _ �`��'p� Y'�� � - ., �;; SE�,DEfiA1L 20 1 i,. _^ _ __ }_ , � � �� 42T5Y GEO E%i14� '�'4 ,\.� � � BANK STABILIZATION � /� `. ��;,, � ,-�� ^ y� � � - p r � � �� � � �'2 � � � �� O CLP.SS 'I' RIP ItA . Z9D0 ?i � � 1 ,1 /. �� � �� �\�y � EST 62 TONS � ' lj �� � � ,�`� � ' � � �. ���V�/ O _ IH'4 HW � F \ �\ ` 9 90 SY GEOTEXiILE �>, .•�' � ���°� � - 1 81 �� � -� / ,� � /� t �� �� SEE DETAIL 20-8 � � c . , � � O W ElBbWS l ... ;; ',\ / \ S C L C \ \ \ \ � . � t, / O FS� �2GI � � - F � j � ., � ' 2GI '�. , i� . � . , �� � ��� e . � � � � �� �,� > � ,. , ,� + � a:, �� , s� � ���-� — — � r �� , �k�j — � _ � _ _- � � � s ; � / � �, _ ' � � � i r "��. F p� � - '� , , � - . � �, �� � 2 � 50' 5�' /Q � , ; � " � �� > h. � � . �O o � -I- _- , , , - � �. � _ . _ � i� � � .. � - ' = � - N � . �� � `� � � �, � ��� � �� -� ,�-. . o � �� - � � �� ,,, � � �, Qr , Q � N / ; � �`, ��i i r,! BURIED� ` P �� ��t / � � N i � �� � � F5 ^'_' / - �" o 1' f�ii W �- ��i A � z�i - � =� ' � f�ei �s; � N � I � � , � � ��, � �� - � � W � , , J tn� , , .__ , � �� � � ' � _ � � , � a � , ,�.. r � , � � , � � ,, � d - � �� , � � � � � , � � � _ ,� � � � W � , �� W�� ,; 4 W W � 0 ��� �3, , -, ` ��--n. � .- � � m o � �. 81 / � , � .� �. t , � PROP SBG W ��. � o . � � �,: , , , � � 2� 1 J , ' cs Fs 'z / � � _--�� — ���� �' / �� Rc�p ' � s' acr� n � (/i T _ , � -� �� _ 261 ' „ F _ _ � � '�4�. tZ//ELB€?VJS. /�L . Cr RCP-111 J V ? F -' � __ __ _ — _ � � . / , ��. I ��EIBOWS � u � C� � �' F � �p� � C '. ,� ''" — '� � .. � _ _ � J � � �� . � f� � N �CL 5 B RIR� -� ' � i l�'�t � j(�� � \..��\�\ \�\�P\ �� ,r ,� � I� � ESL 5 TONS �, - " , . . . S IT�� ��V -� � AA � � �-/-. � 14 SY GEO-TEXTILE� F L ��� 'L� � � � � � /\\ �t � r � �\ . C - - _'� �� 1 . � t � p � - � �7" VJW FENCE �� � � � � ' � Il � , � M f . \� �' ,, RD - OUTLET CHANNEL PROTECTIL?N S'%. ��- i t, CHO ' ; . � , �c°` . �. .., `�� .. �.. � ' CLA55 'I' RIP R4P �. �^ / ^ " ` � � � � ^' es1 az roNs }( ` � i � r �v � / � �'-. ` \ ES�S V / LAFE�C4t BA DITCH , � d� �. ti� r �- �„ � 'Z � � i � �� V� �\ �� � is9 svi ceorExme: / �� \ ��9 cv.ss ir� ) \ � rt �_ � . . / �'� � �.�� ..�.. � � \\\ ���.�.. SEE DETAIL 20.{Or' ✓ � � �. 106 � \� EST 11 �S �' l_._ f � ���� y `� i fi�� �GF � . ���fE' � I � i � ' � . / � � � �` 10 SY GEOT EXi LE / . � / / / d I / / / / \ I 1 \ ) . _ . v J \\�� \� � � � j . ` J � / \\ SEE DETAIL 20 � ,� �� t i � ' STANDAC�lAS�E RI RAP / / a ,,, \ ) \ � j � \� — 2 EST �,09 TONS � i� � �`�i i,�; J,� J � , ; ; , �� ;� ���� ��� �� _� �� 9' , ���5 E E SF#f �T ,�;� ��`�`� � �{ 205 sY ���EXT��E ; �. � r � � / � � � �� V �'l l � '\V A V� •_ � ' c see oer' z�z �. n / �� �� � � � / � � � � � `������ �� �V� '°� �-- � —_ . ��� ' �� `v' �OLLH CHANNEL �� �� � - �/ � � \ �I • � — . . , �, = PROTECTIO i � , � , �, .� � = � .� i /I �-, �,1 \ �� � _ _ �� � _ � � �v� � � � � �. / � j � / � � ���� ��'��'' `—`— _ �� i'i/� ' ��ss � R��� ���� �� � I l / /�_.� � � ��/ �J I � � : � ` � ��-�` _ -\ea— %/��� ��� / � \\\ E$L40 TOl�G4/ �� � � , _ . / � � � � � e. ( �' �II� %a ti —� �� � — � � � ' � -� /� n✓�� � / Sf SY G�FEXTI tE � � o �, ��� . � � . �- � � > r �_ ' / \ SE DETAIL/75-10 � . , , . ��. � ' � I �/� � / �j � \ � � pl ,�'�2 \ \s I A r� � , 180 � " _ r � . V � "� — .��i �� � � �� � � DETAIL 20 10 �f — � w � � � " � °"� � PiPE REMovn� � �� �� � ` .% DETAIL 20 8 DETAIL 20 11 � � / - � � . � �� .o � OUTLET CHANNEL PROTECTION FLOODPLAIN EXCAVATION\ � //- � � — / � SEE DETAIL 20-11 � �' � BANK STABILIZATION AT - �_ — - � � . � l �P _ � � JURISDICTIONAL STREAM 1�o�ra swiel eea PIPE REMOVAL � � �.— — � � � � � � � \' �Ho�ro s�aie� � LOOKING DOWNSTREAM Eusen / �� ��-- � /' � Hm�.a _ _ � � J NATURnL BED � ",°� � @ CULVERT INLET s -_ � — — � f� � � . � \ \ �,o��a / i . � --'� ELEVATION fO"n crouM Esz�n INa o5cale�5 _�" / � � --,.�.— � MILL CREEK \ N ��rol uiol �5 -�n `�2: a=/ �� _ � �- ~ Groun Ground 2� � % ry . � _� � / \ , � (n �- Gea�eNa QA55'I' 1 �:o- � ��� �° � (E��20) - � � _ Channal Bed RIP RAP FLOOOPLAIN -- � � �� �` �� � � �Vaioble� �� ' � _ �,5 GEOTEX�ILE NANRAL STREPM � -�.�- e of Liner L' R ffAP BED ELEVATION H� E l E` I A T I O N _� _ - � — Type of L'ner- CL I Ri�RoP VARIES' .^ � � — � � . - — c5TAP271+50 -L- RT STA 24+34 -YbC- LT �� -- STA. 279+50 -L- LT STA 280+78 L RT �—\ �*>� _-- DETAIL 20-2 DETAIL 20 3 DETAIL 20-4 '� _ � "_ �� � SITE 20 s �` � o =_�— STANDARD BASE DITCH Lq7ERAL 'V' DITCH LATERAL BASE DITCH , ` ��� -°� � � Not �o Scale) ( �� 5 ( Not lo Sr.ale) � A _ � � — � No cole� — — NaNral Nalural ' � ry � Fill Ground d 7. p 1 iFl SIOPe . �\ .: � S/ . � � � _` P `�� �� _ — Ground ?� ti� Gmund b =- — d ° ����p� , LEGEND• � �ey-� Graun ?. p 1 �. 61oPe `� - — Geo�e.�le B Min. D 3 OF 6eorexTae �eA ``�r- r M��. o- t.5r+, s DENOTES IMPACTS IN � Max d 3 OFL M'n D 1 5F � � `V � /�S'� � ��� �/� � `V ,�e e' b- S.OFt. SURFACE WATER - �. :< 6.o B S.OFL Mox d 1 Sk. t 'WFen 9'z < 6.0' � � Type ofLner Closs'I'Rip-Rap FROM -L- STA.269+00 TO STA.276+50 LT 6= S.OFr. � DENOTES TEMPORARY �.i .' . �/l` 4 TypeolLner Closs'I'Rip-Rop � ,��:.�- -�- _ FROM L STA.280+78 TO STA.281+50 RT FROM -L- STA. 279+50 TO STA.281+50 LT IMPACTS IN SURFACE WATER �. �< �/ , ;� �� SV� - FROM L STA. D9+00 TO STA. 280+80 RT ' "Y ' U � � d � � � � C .3 0 � O + C N � C O L C H � K d � U � O � N L N � Q � H � m O d 0 oJ Q O U O N j a � w � z � � � 0 0 � c � o N t a ^ - o .. o o � — a � m o n c a� o U O C O � U + U � � d � � O C O U Z � O t O � Y L� � m � � W O W d � � � z 0 0 � + E L � a � � o � o M � o a zw � � � o N � � C O d ^ + O.. O o � Q • � � ¢ N O U O C o � �i + u � � a � � Q c 0 U Z � 0 + O � Y L� � m H � w 0 d � � I y 0 � � � / / , \ �' / / � � � /�� 11 \ -� � `� J / �.� �� /� � � � � � %`� � � ' � �� � � � � ( �} II � e�� � \ � ,f�� � � � � �\ � � ���,'� � �� � � m ;' /i ��� ���� — ;` / �\\ � €� � �/� � � /� ' �I � �� � $ � %s� �� � � �`' � N < ?/'/ BANK STABILIZATION � CLASS 'B' RIP RAP r,-T EST 7 TONS 15 SY GEOTE%TILE SEE DETAIL 21-12 S ��� � 2 � ES—S53 STANDARD`���'V' DITCH $fE� DETAIL 21-2 � • ��� //i - � • • � � . •• . ■ � � LATERAL 'V' DITCH SEE DETAIL 21-1 i� ,____------1�� : ���������__o ,_— � MILL CREEK (ES—S20) � 4' STANDARD BASE DITCH y SEE �ETAIL 21-3 BANK STABIL7LATION / RIP RAP AT EMBANKMENT CLA55 'B' RIP RAP EST 16 TONS 31 SY GEOTEXTILE SEE DETAIL 21-5 / PROPOSED CHANNEL CHANGE CLA55 'I' RIP RAP EST 137 TONS . N� � f:� rr 'S/ \�� �S,F" � / 5/�� / � s �`.,� �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E L.S. License Number: F-0116 S�c 7 100 STV Engineers, Inc. y soo wesr T�ade s�., s��re �u P�� ��a��ort� N� �8zoz NC License Number F-0991 � � -- �S� �, �} -- -- z � s� �r :��� ,_ � ^�� SITf 20A � ' JB WiFG i �8�� RCP- _ CLA55 II RIP RAP TO ELEV.857.5' — F ��5' STANDAR BASE CLASS 'I' PRAP EST 11 T NS ''CRE�aEyp�K CESin3'YLOl►y IIRIPRP.P /T�n_ LEV.857.5' 4? 2GI WiFG �-__ � _ 47" WW :��—�_ -— ; � ,�� _- - �R�> o -�= ,E�M� - - - 2GI � _ - _ r � � ._. � _r �'Ff � , - � - - .: �, �,:. �/� __ � _ ..�.,,: � J __ - �rr, _— � �' /� �` "- Vl N N � Q N FS ZGI L y W = J = u` (/� � W ,W,, 2GI = f� J �i — � FS �8" RCP-III � � _ �- U � � R— — — — — — < �Y tVIt1lIILF�' IA// / / � ` .' � j4LIL 27-11�,J .. �J5 v Il / � � J �� S��� L O� � PUE PUE PUE PUE PUE PUE PUE `c:,r S J \ \ � � TE ��p ' �� :� �. / \ �1 C/V1T WORK PAD r'� 2' BERM BASE DITCH � / � ' SEE DETAIL 21-9 / \ �� /NOTE;?EMP PIPES WILL BE LAID TO��CONVEY�F�QN%�OF CREEK \ k� 1pp / � TO �FA.4INTAIN 50% FLOW WIDTH t i,\ � 1 00 � � �> >5 � / /� � �1,�.�.w�. � ✓:: � � � / � �' �•- • �/ j / _ -____ �h �� � rv� , � ��'z`�' � ' � � / /�J — - � �{ � � � % � �'�� i �/�� � /pY z 5 � i � q, � � C � / i � i �n �� �� � ��� /� � 1�O �,.�� ��� ."C. � , . � . G,. _ 1,`� C �` i � � � - ,, � � -� _ DETAIL 21-12 .�,.r C�. �� �'''1�-- �� ' ' BANKSTABILIZATION AT �>5 ' � ,� ``�, DETAIL 21-11 iueisoicrioNn� sraeav, /" 4 DETAIL Z�-�O STANDARD BASE DITCH Irvo�m s�aie) ^�� � STANDARD BASE DITCH i nono s�eiel NATuw� seo ���� ELEVATION � � �Notto Scale) ' � n F, NaNral NoNml Gmun�l 7,- � G�ou�al � � V��� Gra�nd 1:� .��� G.ound � p 1'� Grounl Ground D d � d � Gede:�ile g Min. D= 3.OF. Geo�e.tile g Min. D= 3.OFt. �.5� GEOTE%TILE Maz. d= 3.OH. S� ��i ��� �� Mon. d= 3.OF. - Type af Liner= CL I Rip-Rap 'When B iz < 6.0' 8= S.OF. �y. •wne� e �. < e.a e= 3.oF. FROM -L- STA. 285+00 -L- LT /� Type of Liner Class 'I' RiErRop /�'� /� Type ofuner- Class'I'Rip-Rop FROM -L-STA.281+50 TO STA.281+58 RT DETAIL 21-5 � ,� FROM L STA.285+20 TO STA.285+65 LT RIP RAP AT EMBANKMENT LEGEND: � �� �-� DETAIL 21-2 DETAIL 21-3 �"°��°s`°�°� STANDARD 'V' DITCH STANDARD BASE DITCH ��'m�^� � DENOTES IMPACTS IN _ �N ��0 5coie� �r+or�o scale� p���h SURFACE WATER � Grode 1.0'min. 1.0' _ �� NaNrol Noluml � = Ha�,,.ai � GooU�oa ����� z,� p ,�.1 c.o�� S DENOTES TEMPORARY crc�nd IMPACTS IN SURFACE WATER z:� p M1'� GEOTE%TILE Min. D= 1.SR. � Min. D= 1.Sk. B= 4.OFt. Type of Liner= 16 TONS,CL'B' Ri�Rap Geotextile= 31s FROM -L- STA.283+00 TO STA. 285+15 LT FROM -L- STA.286+75 TO STA.287+50 LT FRO%�i -L- STA. 286�65 TO STA. 286�75 LT („ 47" WV✓ FENCE CLASS 'B' RIP RAP � BANK STABIL�ZATION EST 8 TONS CLA55 'B' RIP RAP 21 SY GEOTEXTI EST 7 TONS 15 SY GEOTE%TILE SEE DETAIL 21-12 � SITE 20B -\ � �� \ C 2GI � � � F$ %r r r r _ _ _�� PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 21 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION �---- DOCUMENT NOT CONSIDERED FINAL A. UNLESS ALL SIGNATURES COMPLETED �"90 � 8��s ��� �Cpt�je FLATIRON O � R N _ PUE PUE PUE PUE � � — � _ � � ___s_ _ _ _ — � � C JB vuSLAB . ._....____ =�_ n FS 2GI ��. . ____ — i �.,,- F�_. ..�� � �o FS-'`- _� C ,. � t� _- -� � —�� BD _ �w � 1 �Ra� _ - ��s�s� :E�W -- - � �� C PERMIT DRAWING SHEET OF �I�I � N z � 0 � � � + E � L � � H a � � m o� o Q Z N U w~� a � zw� � ��w 0 o N � � C O N+ a -. o..o O � / Q • � � 4 N O U o c o � Vi + U � � d � � Q c 0 U Z � � � > + O � Y o m H � w 0 d � � � ' j � � '� --- ' � PROJECT REFER NCE NO ET ' ' \ � / ���+�, 1 - - - - - , = ♦ HDR En ineerin Inc. of the Carolinas / 4 / / _ _ - , -' y SHE NO. �/ / 4_`J.Y I I � I - �� % ,� � __ \ ,\ ._� J ,.. � t� E � �� ��� r -- — — ' � j5 �J� 666 Fayetteville Bt, 39ite 900 Ralelgh, N.C.27601 U 2679D, E& F 21 � � �� .- C�, . N.C.B.E L S. License Number F 0116 RNJ SHEET NO. �� \� /��/ / �j/ �j / � / � �� /I�e,� j �^y'�� I I II I 2 � / � � �, �— � � � j��S� � 4� ROADNGIN DRSIGN HENGINEERS y / / � � � � � � �� STV Engineers, Inc. � �/ � ,,�-���i� 6 /���j �ll��l, m�� ( _" / 11 � �s � STU � 1oos�a,�or�er N�°z8zozs��re�,5 �� ��yy „/ S�I �( � � � ��� ��� �� �.� a��� ° � � � /� �� � �� �.� ��� Ne n�e�se N�moe� F-oee� INC��1[�1LE ]E 1l�LAN� (�, \ / � � �n �� //�� ��� ���j */ e � �i \ \ � \ ' \ �/ �j� / � / ,��i� I I -J� . �S �'*' _ DO NOT USE FOR / W ACQUISITION f YQ-`�� 1 \/ �� � / f� � � _ _ J \ � �j ,-., 35 11.5� a ,,,,/ \ e,�.i,%��\y' /'*' ` �j / / / ��"� �� //// //� / � � � ,J/ � _--"� / �j,f n. y � .. GRAPHIC SCALE � ^-� � / r �� ~ � �JJ���// �j� �i��s>-�- `�_'r��/����, 5 j7 � � � �,` " �' � �i � _ --- �/ / %�� �/� l� / �� � i� iij > �� '��. < _ � �'� � ,,�J� ,_�/ ,5/ �� � //!�%//� � ;E---- --- �..r �� � � � �� � � � � � � j �� 15� �.� ^ � �'������ "� � � � DOCUMENT NOT CONSIDERED FINAL //. J / / � l T � —, / �/ � ,� // � / /� � ( � � � � � / / /1�'�( .�✓�j , � �, � 3�'� ��,s�`� � � � `� �r����/'� � _� ,�, - �� �� �� r � � `t�� ' � � M I LL C RE E K . � � � � Q,% � % �� , . ��� � ,�� UNLESS ALL SI6NATURES COMPLETED � / l� 1 / � ri ,: / �- , i � , � . ,,, , . o __ J � ��_— � � i � i � $ � � �� s,. , i�; ;, - -� � ��� r �l � 11 �r� �. , + r{; ,( � °� �, _///��//�� ���� � �% N �} i % �ES-520� ,��(,,. � _K , � � � � ?�������%��; �%� � 8�9s �%/�� �Cpt�,e �. , /) / � ._ s„�> �°��/ / / °S//�.'�//� l/ l�I �lll8��l/ C �N .� � /4'S DARD BAEDITCH -'f.�, •, , � J �-r�� � f"; (!I� l/�� • /y9 /y�� � /��- FLRMTIRON l I I _ .an� / /�� � �� . . , . � BAN STA8ILIZATION j . �J , �� s �' �„�S� -J/l� / / � /�j � �� �.. �, / ( CLASS B' RIP RAP RIP RAP A M ANKME�T � � // .,� ••!..� �'\ �//J/ / / =�� . / / �j � , • ��` SEE TAIL 21-3 - / / / � / / �� :.� EST 7 TONS r �'ANK STA I�ru,eilON / � ? .- � :. ��` �-� � ��I � I m �/ /� a / / ��_" ` U� / �1 15 SY GEOTE%TILE g ' �;, ���, � � � SITf 20A �� _ „ __ � �__ g . � SEE DETAIL 21-1� CLP.55 '�' RIPi'RAP �� '� � � -^ � � EST 16 10N5 '� ' . ///��� 31 SY GEOTEXTILE �i � -- � ���� � � / �/// // C ��� - / � ES-S53 � SEE DETAIL 21-5 �� C 47" NN✓ FENCE (V , „ /, � � � R STANDARD V' DITCH CLASS 'e' RIP RAP BANK STABILIZATION PUE PUE PUE PUE StEt' DETAIL 21-2 E5T 8 TONS S�T � TONSP RAP . -, �. �, 21 SY GEOTEXTIL =� I I� I � 15 SY GEOTE%TILE �� � � � � � �' �. 5 � SEE DETAIL 27-12 J FENCE , PROPOSED > >5 ��� � � � 47� � -� CHANNEL CHANGE // F _\ S I T E 2 0 B - � � 6LASS 'I' RIP RAP A LA7ERAL 'V' DITCH „� � E'ST i137 TONS � , SEE DETAIL 21 1 � � ' � � 23� 5Y GEOTEXiILE ' � � w _ - - w� �� F SPE-DETAIL 21-7� �p �= C C — — � _ - - c , � i S . , � '� � � 2GI — _ _ _ — � � C 0 � i � � ' � , �` � � i FS `".'" 1 �� � - � / < : � a+ ,' ' __ _ (V � � � �� $ �r ' � � „ ', �, . >5 1.� c _ -, ^^' � �- �„ ' - - . p �„ � �:�� � ,< � � � r , c _ - � -- �/� ` v- � �- `��'� 2&I � - - r � .� � �n y _ � _ ..., - - - _ . _ r J F -c� " / " 89 _-"_ -- _ ,r �'-�' W � ,.�� _ _ -'- „ — �t- W � �� � + �. �.� k6 w$L46 18" RCP-111 1B hLAB --, � �''4y� '� ��� �, ..: i,- �� � - � � -- - � _ � � • • _...-� ., .._ _ _ � . � � � � � w .� �- ' , f'� �r v,i,�� i.�,�' N � , , � 5 � � O� � , r=���, � ,� ; � � � _ ti � � ; -- � ,. � � -, _ ' - IJJ ly -- � ; , �� i � - o , , , � � < _ �j W ��� �- %r � ; ! � - .5„ RGP Ili.- �R SBG 2GI � � � �-"�� , � �v - _ .� ^ � QN t/� � � ' L � :: f� 5 y L. . FS 2GI FS f A 1� m .- ' .� " , �' W T � ,� - 2GI i 0 � 15" RCP-III � � � � - .n J i � V � , , �. — �� _ — � _ ,, _ � �, � : : +/ � ��" . 4 c-n j JB 5LP.6 _ -= _ _ � I . � J =/� _ a � � �c � � C 1 � WiFG i 16" 2CP - � _- � [� \ � : . ��, h . , q - �/� � � � J �; l � v .. , `_ . 16" RCP-111 ' — - _ — _ $' _ _ � , P.�OP�'Se �i � 2 24 _ r S/ ,�a _ 4� � � W W N � � � . $ROP SBG y,. � � . 2GI , "_RC I � P II � RCP- � GkP. > >�' `L _ 3FY-f > . 7 �`+ _- �,� L 18' I 4: � I L� WiFG _ f,c i F F� C 3 FS — 15" W/ELB 24" RCP�II 2GI � W �^t .. ,� � `"� / , s _ --�� o .� , � � vi , Q � � C RE E K � � �o � � - � — _ �` �'�°`n � _ � i r� % i, � Fs � ,8-_R�P-��, Z � � > , � � %r� raor€cirar� - � _ _. . � � � � / i , � � �� �� � + (E$�5�10 � � ' — - � - ��—� _ � � � � i � QLA55 II RIP RAP � � � � � Y EST 60 TONS ,r� ^ �� � � � � t0 ELEV.857.5' �� A II RIP RAP � � �96 SY GEO-�{�ILE �"`� � , , _ /� ,. . . . _ -. t ,�'" � � . �.— � _ —3EE DETAIL 21-4 � � � - � � � � . F T ,r LEV_ 857.5' �Oy - �"'��r' ��. � r .- I �,�� �f / � . t, "�'� � p � 5'STANDAR BASE.�ITCH"�'" C � � J CLASS 'I' PRAP 2 '� � � �\ �� � � � � � �-� EST-11 T NS R � 47" WVJ FENCE R ��___ _ t7�d�SY EOTE%TIL� / � � Q� C SEE�' IL 21-11 � � � JS _ / / \\ �, .� � �� S��� L O�/� � PUE PUE PUE PUE PUE C . � PUE PUE w ^ • '. / � 4 � � �' B�ET 6�1 9 IT\ _�' � � , `� � ��MP WORK PAD � � - � � �� � � Q 7 \) `+�� /NOTE;?EMP PIPES WILL BE LAID TO CONVEY FkQW OF CREEK �� �� �—� \ S� A _ _ .. \,� t� � 1 HH � S/ � TO �FA.4INTAIN 50% FLOW WIDTH � ' I /' ' �a ' � � / / I / / / / / / / � � / � � � 'e— �_ we= � � _ = = _ � � �� = c � --- ���—��\ � / / / � 'f F,� ' � � .w_ — �� � / � � .z 1\. � / . � --.---\ � .0 � _ � _ , ,:�,� �...�; ,� �.� - __ ����' ���%��� ���I � � � � I I �� ���%���/%��/ j�i% ��� � ( --- �__= �— --% � •— �, o ___ _ , — — �� �{ � ,� �; ,,��,������-� - '`����\�����1��� ��f��l/ll�����I���ll �l I � �� � � �> �—�% _ _ ;=�,�_-- �i�� � ��-, �� �' ' � � �� /i � � �� � �'y. �� 1� � � '�� � % � � � � � � � �.// — — � � — �.— � � � � �/ � ,-� '`� � ��' �$s �� �����, ����� �� ,I , � '�, ��� I , � � � I , , ! � � � � -�i %- � — _ � � _ -,--� � �\ 1 �///��i S` O <�\ \ i�-�, � � . � � a ( {-t, DETAIL 21-12 � /�^ '*--� .'� � �e.� �� ✓ � \1 1 � / //� /�ii ti .� / \\� y� \ �� '''1--- � � � � ' ' BANK STABILIZATION AT �� \ � � � � V _� � g / //i >`' � � �� � � I I I �ET/�.�� 21-11 IURISDICTIONAL STREAM � � � "\ � = � -� _ � � 1 I � � � � � �� : - � II DETAIL 21-10 �"°��° s�°�ei "� � � � � I STANDARD BASE DITCH STANDARD BASE DITCH - �� � I, ���� � I 1 I fNotto Scalel Ino��o Scole) E EVATONED �j/ �\ \ �� �� ��� �� I l 1 � � i � �. 1 I�� � �� � _ � ��/ � l l� � I � I Natural Not�ral S� ` 1 ,�l . NaNral NoNml Groun 7,-� 1� Groun Grounl Ground \� / ✓ // � /`� Gra�nd 1:� .��� G.ound � � " I • � \ ' � 1 d D Geoe.tile B Min. D= 3.OFf. 1.5' GEOTE%TILE �� / //- '\ � \ _� �.—_ .t,� --��� r � � � � � j � � � � f l � � � i Gewe:Nle g Min. D= 3.OF. Maz. d= 3.OH. _J r�� I 1 I I \ Mon. d= 3.OF. Type af Liner= CL I Rip-Rap 1 I 'When B iz < 6.0' 8= S.OF. � � J •WFen B is < 6.0' B= 3.OF. � /��i " iype ofLiner= Class'I'RiprRop FROM -L- STA.285+00 -L- LT =< %/ � � � �\\`I I 11 f � \ \\ �� /���/� ` C�� Type ofLiner= Class'I'Rip-Rop DETAIL 21-5 /�I I 1/// �\\\\\�\\ �\\\ FROM -L- STA.281+50 TO STA.281+58 RT � � � FROM L STA.285+20 TO STA.285+65 LT RIP RAP AT EMBANKMENT LEGEND: i� \ � No� �o scale� DETAIL 21-2 DETAIL 21-3 I ? I ^ � S .,� STANDARD 'V' DITCH STANDARD BASE DITCH ��'m�^� � DENOTES IMPACTS IN � I I I I I I`� I\\\\� 1 ` �No��oScoie� �r+or�oscale� p���h SURFACE WATER � Gmde ,.o-m��. ,.a. .. j � I �` � r �� I 1 ��` r � G,oUna Np°"o� z D � �°o� �� � DENOTES TEMPORARY - Ha�,,.ai Haw.oi ����� � 1.. IMPACTS IN SURFACE WATER Grc�nd z,� D ,�.1 GEOTE%TILE I � I I I I I �/� I I I ^^�^.o- ,.s�*. I�,f PERMIT DRAWING Min. D= 1.Sk. B= 4.OFt. Type of Liner= 16 T G oiextile-R� 31sP SHEET OF FROM -L- STA.283+00 TO STA. 285+15 LT FROM -L- STA.286+75 TO STA.287+50 LT FRO%�i -L- STA. 286�65 TO STA. 286�75 LT PROJECT REFERENCE NO. SHEET NO. U-2579D.E & F ROADWAY DESIGN HYDRAULIGS ENGINEER ENGINEER � � � _ � � ....... ......... ......... ......... ......... ......... ...... .. ......... ....... ......... ......... ......... ......... ......... ...... .. ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... ... ......... ....... .:....... ......... ......... ......... ......... ...... . �..:..:... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... ... ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... � _:_ I = __ __ ; _. � _... 900 Pl = 279+22A0 EL = 880J7' SITE 20 & 21 !�: 250 200 150 100 50 0 50 100 150 200 , � ��. �BRIDGECpSTA.284+73-L- i I � � ��� i 63" FIB GIRDER, 1@100', 1@130' -� ` W/4.0' DEEP CAPS SKEW = 40� , . . . . . . . ��. GP ELEV.=881.9 , , , .. ......... ....... ,� . . . . . . , K=182 890 Vc = 3s4� . � _ ? ' : - - OS = 70 MPH , � _-, _- -_ PROPOSED 6RADE � , � - -,_, __ - _ -- 88C 87C 86C 85C 84C I�������������������������������������� I�������������������������������������� I�������������������������������������� I�������������������������������������� , ...................................... , ...................................... , ..................................... , ..................................... .. . , ..................................... , ...................................... , ...................................... , ...................................... , ...................................... , ..................................... � ..................................... � ..................................... � ................. � ................ � ................ � ................ � ................ � ................ i���������������� I 1I �■■■■■■■■■■■■■■■■ I������������� � � � i������������ i������������ I������������ 1���� 1���5 i:�� . 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F-0116 ,�������� ���� �� �� � �� �/�J /'�^ � STV Engineers, Inc. \lll � � �� ,�.A� STU ioo 90o West T�ade S� s��te �,5 �\\ �\ � I � � ���� � � � �,� o_", ��r� �,a�o�e N� �8zoz ��� � NC Ccense Number F 0991 r� F '��?lllll lll(114� ��\,� � � � /� �/� � ; >_ �,,(� � � , / //� `�. / �� /" ' ` _ - Y,�```��� ,�° � - ,� � (\�I� q �I^I �� �III���'i� ° ��9s � � � �J` '�\���l�l�I� Ii ��,, � ; �/ �� � �Jl/��1) � �J ; > � � . � .� I ; �I,, � �l/Gi�i,�, l. � , 1� � � � \ 4�'s �n `/ OUTLET CHANNEL — PROTECTION CLA55 'I' RIP RAP EST 29 TONS � 49 SY GEOTEXTILE _ � _ _ � _ SEE DETAIL 22-7 — — - � C F / �� �✓24" RCP-III �B �H �yA DETAIL 22 7 OUTLET CHANNEL PROTECTION ,� .,o =��,� aea �,o� ��� �.a�� �.o��a , s. �,a,�,�, «o� d Na,oeie� o,��e, �. a �P c5TAP303+56 L- LT PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 22 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��� �Cpt�je FLATIRON ��1 \� � � � �1 � — , ,,. 5 fs � � � , �� ��� � � � � \ � I ��- � � �, � �� � �. �� SITE 22 �s � � ► � �� � � �, `J ��\���. ��-� �, �, °� � � I � I� � � I _ _ � \ \�\ � ES—S52:.� � , ; �� � � r �, � � . � _ -. � -� R 4 .,. � ENERGY DISSIPATOR BASIN ' I �� �� SEE DETAIL SHEET 2D-3 � \ y �"�,- DETAIL B . 3 // � \ C ��" �5 � _ 16�H� �_ � 30" WiELBOWS � �,� . � _� ' C � — + �—��--_--- �� � BEGIN F —�_;�� FS 24" RCP-III � JS 8:, ,. . .. PROP BG � . % .t . FS 2GI 18" RCP-111 FS __ . ._ _.. �� w � � � zc� "�`�''>>1���� �` � � � � �� �� �1� ���i� 1 I � ���� / �� it '�'� i � � �� �: �� �, � � � , � � : � �� �� � f -� � �� _ — — �; �� � � ` I . C � � � �BERM ��DITCH .. .. ` . � �� � � � � CLASS '1' RIPRAP � � _ _ _ � � � EST 150 TONS 254 SY GEOTEXTILE /n1 . � SEE DETAIL 22-1 HW � �l��T CHANNEL- PROT� STION CLA55 'N.;&IP RAP EST bl TOI�S-� 103 SY GEOTE�tTr SEE DETAIL 22-5 �__ _`� 2' LATERAL BASk� DITCH CLA55 '6' RIPR.4P EST 78 70N5 173 SY GEOTEXTILE SEE DETAIL 22-2 zci t : � { __���,__ ) � � � � i� ��—ue . . / '. ��.�'^.y : BERM L� ITCH�� . i I, RIPRAP . . �. 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SHEET NO. DETAIL 23-1 DETAIL 23-b �� f�� '�� ,' HDR Engineering, Inc. of the Carolinas PROPOSED CHA EL CHANGE OUTLEf CHANNEL PROTECTION ` �� � J . � �'-'�-� �� :. � ��� 555FayettevilleSt,Sute900 Raleigh,N.C.27601 U-2579D, E& F 23 �Ho��o s�a��� i�o„a s�a�,� N eea � ; _ � �' N.C.B.E L S License Number F 0116 ww sneer Ho. � �,ei eie:a�o� , v. - ^^- - . o��p� 7.� ti�> �,o,,,, w,ai ,,,�i �` � I � I 1 � / � �� \�, ROADWAY DESIGN HYDRAULICS d D ����� 'a°"^d LEGEND: � � �\\\\\I I ,� l`' 1 `\ � � -� `�-- � � �"� ENGINEER ENGINEER �. '7 / /� � STV Engineers, Inc. Geo�e.+le g Min. D= 2.5 F. ��5 � . � 1'Y1' �'' I I I. I ( /��� _ ' ./' � STU �OO 900 West T�ade St Suite 715 Max.d= 1.5 Ft. DENOTES IMPACTS IN { �' '�"�\ � � / / �-°" ��� p�2� Charlotte NC 28202 �e�'ea e $URFACE WATER \ � \ ��_ NC L'cense Number F 0991 •wnen e : < 6 0' B= 2 a Ff. <no��a e d :yl\\\� `� / . / / � � f / l� / � �/— ` \ �m IN�����.E �. �L.�N.� �Vonoble) \ / �{ / Type ofLner CL'I'Ri�Rap i x v.�r DENOTES TEMPORARY y ` \ 1�( I S f I � I 1 � \ c , u tz.s o u eo no NOT o96 FOR /W wcQv�9moN � �f����� � IMPACTS IN SURFACE WATER � Iz `,f ��� �l8 � e ° /J � I \\ ���> ! / / � \� � ` _ �� � � < � FROM L STA.316+98 TO STA.317+30 RT cSTA.P323+42 L LT - �� I J� / ( � GRAPHIC SCALE J /< DETAIL 23-8 DETAIL 2�7 is�� "� ������ �1I� /�/ �� � � � � �� � �t �l � � � 1 � r� ��� � j �` �� s. 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I�f �''`�1 \f I I � 14,��\\\\\�,' ' \ 173 g/ 1 � .'\ °� ��STERAL'V'D���H � . ..� I(G��� � � ,� � �� �EGIN � a � \ �\\� '� � � _ �� � ' ��'� �G� � %�`''�SE�i►�/� � �s � �l � I > > � � .������ �������. �_ i ��—�� �� � _^� ,�� _ ' �,S���G i �s �� � �r�� l 1 V � � �� �, � � '� � �� �. � � — .,�, � — �_ �- � � y � , � I f..�- /� ;�,� �o �, � I\ \ I I � � � � `� � / � � - - .� � � — � � � c,rG �� _ ���e� � \i � � � � � � � �� �� �� � �� —_ — ��-°,� �� , i . .� � � � �_ o= I \ �1 ) , �/i � ��� � �1 �� � � J J 4 �\���\\\\���� �\���_ � � �\ p� --�-��\���✓ ., t;,�� , .�� � � ���V�VA�� �� �j�� � � — — � � � � � ° � �— -� � �,� DETAIL 25-7 DETAIL 25-8 / l 1 I � \ �\���Q � � \ � � � � / � ' � -- �� — � � � TOE PROTECTION BANK STABILIZATION AT �� �� � � l \\� �\�� � „�\ .»= � ` _ � � � \ �_ ,� / __ � . we �Hoi�o s<ala� JURISDICTIONAL STREAM � � �� \ � � \\ �� � � . � J � O� I Na� �a Scolel � �\ \\\\\\ \ • ` � \ ' � � � . . . . — _ 1 P NATl1RAL BEO I , I \F\� ��\�\ �� _ ` 1 . ti�' j�F' SLOPE ELEVATION � \ \ _ � \ —_ — �� � / \ �ab��o F�' a LEGEND: r� a _/ � ��� � �� � �� � � .,,— �� —�� — � \ ��, d Nral NI rl — GEOiE%TILE Groun Groun � \\ . t� � \� \— — v'— `\+�_ J\\� d= 1.OF � DENOTES IMPACTS IN \ Q t � _ ts� Georezn�e SURFACE WATER �\\ '"L� � �\ 4.✓(. \ � �+3��-� j ` _\� ���\ �~� rmeae���e�= em��-rerRoa r e��«= eua� na � � � , . PERMIT DRAWING va� a r c S DENOTES TEMPORARY � C �� SHEET OF / FROM -L STA.337+50 TO STA.338+52 RT STA.338+75 -L- RT IMPAGTS IN SURFAGE WATER t � /' � � � FROM -L- STA. 338+53 TO STA. 340+50 RT U � � d � � � � C .3 0 � O + C N � C O L C H � K d � U � O � N L N � Q � H � m O 0 Q U O O � j a � w � z � � � 0 0 � � m � � o N t a ^ - o .. o o � — a � m o n c a� o U O C O � U + U � � d � � O C O U Z � O t O � Y L� � m � � W O W d � � � z 0 + �E � a � � o � 0 p� w� a zw � � � oN �� � � \ O N+ a� o.. o ��, a. �oa � a U o � o � �I + U � J d � � o ` 0 U Z � � J ° > w � �m o Y a � �0 d � � I y 0 � � N � \s � Z � � W ?y � 2 � V� � � Fs < + _ � h � M � � 2GI � 3 ��FS�.... � � �. 1 c _- BERM DITCH SEE DEfA1L 26-1 —_x-____. � r X � aLX — R� "i ---- � �t?—�- Y vi.�+ ,_ � i� � i� \ � � t f� -x' -i �� .� 'Whan B s < 6.0' B- F�. E \ �l � ��\\ \ _ �\ \�\\ � � TYPe ofLner z RiPRaP �\ C� I 11�ll\ . I I� II\\\\�\ �� FROM L-STA.356+10 TO STA.356+59 �T _�_I40..; \ � ' \\ \ `�, DETAIL26-b � � ������������� BANK STABILIZATION AT / •j$R lURISDICTIONAL STREAM "�a /{,,/�' ` 1 4 11� � �I I}I S1 +.� (No��o Scalal //�' \ � �'M � �\ 1 � NATURAL BEO � I 4' � � 1� \\��\l #� � I° �'�—�----- ELEVATION � , �ro� �a„� : `� �I� ��l�ll�ii�����;�� illl� � m �- .� Gmun Groun ' i , � V ��� ��� � . � 5 GEOiE%TILE / X Type of L ner= CL I RirrRap \� I- 1\ ( S CLASS �II� RIP RAP � STA. 356+02 -L- LT 3 � EST 74 70NS STA. 357+35 -L- RT _ EST 725 SY GEOTEXTILE� � �� � 1 � � SEMERGENCY SPILLWAY— � ELEVATION 931 0' % �� 0 I � � � ��,� �� ��� ` � � ��_ ��3 � � 1 DETAIL 26-7 - STANDARD BASE DITCH — ------ --- - � � Ha�,o sroie� Natuml Natural � �� Ground 7�� 1�� Gmund ` `�' o\\. � - d p �..5,} _ Geo�vela g Min D- F e���i\ \� } I� � I ' Max d= Ft. \ \I 1 I \ 'k __ "_ _------ -SiANDARD BASE DITCH �L (� \ \ ,� CL4S5 'I' RIP RAP f � ' I EST EB TONS `z . �\ 3 I l � 95 81 SV GEOTEXTIIE Z � � � � SEE DETAIL 26-7 ��� � �� ; � BANK STABILIZATION � �� CLASS 'i' RIP RAP � I� EST 61 TONS � 47" yyyy 103 SV GEOTEXTILE FENCE „ SEE DETAII 26-6� �� � �Y� � � � � TOE PROTECTION � �� � S�E DETAIL 26-5 2GI-A � \ � �, FS �.. 24" RCP-III _ �GI-A� \ , � F _ � z,., �_ o.-,___' FS BDO � �5 F � 2GI / _ _ _ � TOE PROTE�TIO \\�\ � \ SEE DETRIL, 3'6-� � ��� 2GI-A � ,, j�n �, � � � ,,�, � �," � �FFL ���� \ ��;��: \ ;�;� \\�\ � � � �;1.� C��� \ I 1 � 1 �,; � �\I � / .�' �;i � sy, ��e6��� _o,� r`r'�'I 9� � �'�'� _ � ' �. �. � \�i �i� ����\�i� ��� �����\�� ��■ ��a',' -��\� � �;�\ __ ����\►_� ����� -�����_- ��i�`- � • • 1�.i� .. .' 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I } : 1 I� �� 1� � � �) - � � � � � � � —�R � � � �\��1 � lo .��-- �-�r\ �� I�� ��* � —/��� / %I ' I �� L � � �£ III � � ���� �� �. � A �3 �� ���+� I \ I� � a� � �<< , � \���\ � — `'�� � � , S` �?,,\�\ �� ---s+ ��jI�/ � \ � � � . �/�� 'y St�e6n�a��s�l'c}i _� � �z/�-�,fr SEE DETAI�_���'�j�� � „ — / �// // � �%��'' ' ��' ��� �C�N� � �—� �� s �I/ ���`�'�, Inl � �� � < < � ; � 1�� �,�� � , � l / �S,�r - - _! � '� S 9' 32' 235' y� � / �' LN 83'48' 49.6' y� S 65 37' 08.9' y� U DRY DETENTION BASIN SEE DETAIL 2D-1 ye CIRCULAR FOREQAY CL455 'B' RIPRAP SEE DETAIL 2D-1 �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E L S. License Number F 0116 S�c 7 �oo STV Engineers, Inc. �I 900 West Trade St Suite 715 gq� Cha lotte NC 28202 NC Ccense Number F 0991 �DETAIL 26-5 TOE PROTECTION � No� �o Swle� 0. ? E��E0. sioee GaoUNo d '�� - - d= 7.OFt c[meaT�[ Typ ofLner= Class'I'Rip-Rap FROM L STA.354+50 TO STA.356+07 LT FROM L S7A.355+00 TO STA.357+35 RT . �� � �� � � � � �i� ��, Al�,A\ ��A �� ,�Z1�� �� �I�j�\ � � 609 ��� � �� o �' i��� � � � � � �� � � �\`.\.. �� ����� �, {--OUTLET CONTROL STRUCTURE �� I WITH TRASH RACK SEE DETAIL 2D-2 _ N_ � � % � — �/�i / , — � —,,. � — � � ---. ._—� � /// � .- � / _ 30^�RCP-!II 4 .. i � � �J J._. � ', ,B ,�c�$, �� - � �---- — F — �/i ��_. � .--. __— __-- - ' — FS 2GI '". 2GI-A FS 2GI-A __�tr' K -E�—S25�—�--- " _-- �� ��- _� C Ncq e�N� � — , _ — —� _ ___ --- gANK STABILIZATION - �'' - CLASS 'I' RIP RAP - _ EST 14 TONS_ � -- - __ ____- 2�-SY=-GEZSTEXTIIE �, -" SEE DETAIL 26-6 --- \ _" „- �»� . �� __ _. � G' 47" WW FENCE PBO ENiS'� '� 211 0 --` �+ M � M � Q N H � N w W 6:1 TAPER J = I N \ W �'� \ � W ,\_`— - J_N -- � _ � C � Y,L �..�.� m„ , I I � _ E .7fCY EICCAVq N� � \ � _ , � 1 ? c�'' ' � � � � l � J 'J �\ � �� '� � r ���—� "�� � �� � _ =���I ������� �� ������� � �� ��' � ���� ��'� � �`'�—�� �� —� ������ � \�s� ����� � ��� `3' � A ���,,�;_ 196 �� ������� �1 �� ��� � ��T��i�\� ' �u . =�\a ����� `— �� �� � �` �" �� �� >�� ���� � �� � ������ �-t`� � ES—W22 ��;��� ���A �������`, r , � /�� // � —� �\�\\ \ � � �.r , �-� , �� �°\�� — � � � ��� . . �� J/S' / i �- 1 \ \ \�\\ ��1� �'% i 'T � ...� \ \ \ \\ \ \� � � � \ \ � `r� � \ \ \ � \ � �� � � ��/�� A�� ��� � �A � �� `�' � �� ` � >> \���� � ��\ �� � �� , ��1%jr � ��� ����� . �,�, �, � � � �� � ���� � � �. � � �-- � r� � � ,�s �A \ �,✓ � `'�� � � ��� /� � � v� _ = .,r � �� ,,.� �,� � � � \ � v — , (1(� � � � �� _ = _ � —� �— ' i ` \ \ � \� _ _ — � —\ \ �M \\ \ . i \ \ � � � �_ f \ `�� � �. �.�"'�u \ � I `\ — � �� _— `_ � \ \ \ . \ � ` \ \\ \\ � \ � LEGEND: = _��� �\ � A V'�� ����� � � � 1 � �. - — — � �-'..�> �1 � ' DENOTES IMPACTS IN — — � `-�-�- ��1 � \ � '� L1 ` \ ':, � SURFACE WATER - — �� �-'9 I i .— � � 2\ _ � J ` \ \ � ~ DENOTES TEMPORARY � � ^ � ��^ t � IMPACTS IN SURFACE WATER ��\ �4�. PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 26 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC��I�1LE ]E Il�LAN� DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED '�� �Cpt�je FLATIRON Z a � � � PERMIT DRAWING SHEET _ OF _ U � � d � � � � C .3 0 � O + C N � C O L C H � K d � U � O � N L N � Q � � H � a m 0 o rv� ri a U O � O � j a � w � z � � � 0 0 � � � c� c � o + o t a ^ _ o .. o o � — a � m o n c a� o U O C O � U + U � � d � � O C O U Z � .. ln p t � O � U � � � � W O W d � � �I�I � N z � 0 d N �i + E � L � � H a � a m 0 � Q a Z N U w �� o a � zw � � � � w m o N � � � c � o o + a o..o ��, a. �oa � a U O C o � �, � � � � a} � o � 0 U Z � � � ° w w + � o � a � �0 d � � � �. .\ /� PROJECT REFERENCE NO. SHEET NO. �` � HDR En ineerin Inc. of the Carolines �' / � � �'� ,� � �w+rH�c scn� ��� 555 Fayetteville St, S9ite 900 Raleigh, N.C.27601 U-2579D, E& F 29 �� -:x -� � � y. � � N.C.B.E LS. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � l l�/ ' � � I 1 I I( i�" "I ��� . � S S ti STU ioo soo Wesr T�ade s� s��re �,s � � � 1 r r i �� � � � � � I � + � l � . � �'� �� ` , ��� ,_ — — FF rq �i,�, ���� N����re�se�N�mee��F o99, ' � � � � � � l ///�� I I �� � 1 / �� � l � � � �+I,2 � �; � � �/ � i � � � � 5����5 �c �N�����.E � �L�N� `� DO NOT USE FOR /W ACQUISITION l�/l �// l/ l l � I°�� l/� �'' 10 '� �' T S > > � � I ( I � / / � �// / � l/ l � l � � � � ��� �� � � � i� �� .- �N� � � % �, S6 0 � � , � � , ;. j ��� � �� /�j� � ��� � / � 1 � � � �� � / � �8���, � : �/ %��'� � „� ,'�� ����. ,`' ti�o � � ���� ' � � � ��}� � � � %'� � � � I ��� � ���� � � / �� .... �, ��r`. : � � �_: ' � . fD� DOCUMENT NOT CONSIDERED FINAL .� /� � � � � � � O � i � � �. ��� � � � � 9� UNLESS ALL SIGNATURES COMPLETED � / c I � o , o � , �, � , �/ 1 � l 1 � I I I' � I l �� �,/ ��� � r� �� � � i � i _ � �y��, a�, � � �, �, ,- / � �' �,,� , �� -�� �� � �� � �� ��� � �, , . �00 � ��/��� '�;��i " � � d��. �� � i ;�f ��/� �} � i �.���� / ��/��— �— �-�� ��� �Cpt�je W -I' N � *� �� i� - _ �rue�� ���"` / �� �� �l � ii � / i � ia cK Ro� oRAviAN �V � Z � — _ �uF �/���vE�r�� �� �� ; �� � �` �i \ /� / /// / � � —�'iv��''�� ��'��.� F L AT I RO N J�"�u� = __-- '� —z�� — �P'� ; �� , ;� ,� '�.,� �'/� � / ������ � � — �� ����. e:,— = � � ��E�� � � o � /�� � % / / / � � �.o,, � _ �� - Q � �, � � / 0 i / w,r �- � r, , an � � � f �� � �I u iP_i Tf U� CCt� o / 'n�� / � � �� � � ' � G/ / �/ 3 � � � �� � � � � � \� � � � � � �� A,� V �v� � � �/��� {Ao �� ' �/�/ a � ( �� � � � ����—_� � ���__ viv� - F— ;. �, .. �/� �i�� � � f � � � — — � r — - -a-- --� �, � / _ , . —� / / „ , 8 . 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WETLAND . � �� 2 �t � � � \ .-�. � � �_, DENOTES IMPAGTS IN � � � ``�' SURFACE WATER '�\ \\\ ;:,\ i-h ..i � U � � d � � � � C .3 0 � O + C N � C O L C H � K d � U � O � N L N � Q � � H � a m 0 o m Q a U O � O � j a � w � z � � � 0 0 � � � c� c � o + o t a ^ _ o .. o o � — a � m o n c a� o U O C O � U + U � � d � � O C O U Z � .. ln p t � O � U � � � � W O W d � � � z 0 � E L � a �� oa oN 0 a .. zw � �� oN � � � c � o a o + o.. o ��, a . � o a � ° U o c o � o + u v � a � � Q c 0 U z � � � � w w + � o � 0 � �0 � � � Z 0 � � O� N H w w 2 c/'> ww ZW J N = 0 Vo � + o� o� M H cn J I DEfAIL 30-4 DETAIL 30-6 DETAIL 30-7 LATERAL BASE DITCH L4TERAL BASE DITCH BANK STABILIZATION A7 �Ho+�o 5<aie� Irvo��o 5<aie7 JURISDICTIONAL STREAM b 6 INo��o Scalef �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smte 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 �� NATURALBED \ I �/ I I I IIIIIII/////I//// G�oun I ?.� .1 ~— Fill rva�u.al ?., .1 Fill ELEVATION / '�'" G"°° '''" STV En ineers, Inc. D Slope o siope d d NoN.al oNrol g GEOTE%iILE g GEOTEXIILE B Groun Ground \\ �/� J 11 � ��f�r��� �� �//� �/� � STU �OO 900 WeSI T�Ode SI., S�IIe 715 Min. D= 1.SFf. Min. D= 2.5Ff. �_ / I(�� // p�Y„J. Cha�lotte, NC 28202 i f/ / NC License Number F-0991 Mav, d= 1.SF. Mox, d= 2.SF. � / l � B= 2.OF. 1.5' GEOTE%TILE _� /\ �� �' ��JI � �� - 'When B is < 6.0' •When B is < 6.0' 6= S.OFf. � _ / I I I ( / \ �� _,f (�/"'� T of Liner- Class 'I' Ri R 6= 5.OFt. T of Linar- Closs 'I' Ri R b= S.OFt. Type of Liner= CL I Rip-Rap �-ay. 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D= 1.SFf. S IMPACTS IN SURFACE WATER // Geote.rle= 15s FROM -Yb- STA.38+00 TO STA.43+50 LT �� � �'� � ���� � "�� ��� i� FROM Y6 STA.37+60 TO STA.38+00 LT %' "� \ � ` !/// / 1 f � � � � � � f � ,�� �j yf > I / / � / � � �� � �v/ S�� ���� / �� � .. .. l � � JJ / / � / � �i/ ��� � � � � f /�/ .,, / � d�' / % � � i �'�L� � / � 4' PERMIT DRAWING SHEET OF WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 68+33 -L- 54" RCP 0.13 1522 1 26+22 -Y1 RPD LT BANK STABILIZATION < 0.01 20 1A 68+85 -L- LT ROADWAY FILL/ 54" RCP 0.06 1 B 68+33 -L- ROADWAY FILL / 54" RCP 0.07 1 C 14+35 - Y1 LPD- LT ROADWAY FILL / 54" RCP 0.02 1 D 25+73 - Y1 RPD- RT ROADWAY FILL / 54" RCP < 0.01 2 20+56 - 20+97 -Y1 RPA- RT ROADWAY FILL / 66" RCP < 0.01 86 2A 20+79 -Y1 RPA- RT ROADWAY FILL / 66" RCP 0.01 3 20+32 - 21+17 -Y1 RPA- LT ROADWAY FILL / 66" RCP < 0.01 120 4 69+66 -L- LT ROADWAY FILL / 54" RCP 0.01 132 5 77+90 -L- 6x6 RCBC 0.06 < 0.01 642 10 5A 12+39 -Y1 RPA- RT 6x6 RCBC 0.02 5B 82+90 -L- LT ROADWAY FILL / 36" RCP < 0.01 < 0.01 6 124+45 - 130+16 -L- 42" RCP 0.08 < 0.01 824 7 6A 125+65 -L- RT 42" RCP 0.11 < 0.01 0.01 7 130+19 -L- 6x6 RCBC 0.02 266 8 137+73 -L- 42" RCP 0.06 < 0.01 918 19 8A 138+12 -L- RT 42" RCP < 0.01 8B** 142+04 -L- RT 42" RCP/2' BASE DITCH 0.51 9 150+71 -L- 36" RCP / 42" RCP 0.06 786 9 21+60 -Y3RPA- RT BANK STABILIZATION < 0.01 14 10 160+35 -L- 42" RCP 0.06 < 0.01 364 13 10A 159+72 -L- LT 42" RCP 0.03 < 0.01 10B 160+46 -L- RT ROADWAY FILL < 0.01 TOTALS SHEET 1*: 0.87 < 0.01 0.01 0.49 < 0.01 5694 49 0 *Rounded totals are sum of actual impacts NOTES: **Wetland ES-W4 is a total take - SITE 12 IS A CHANNEL RELOCATION - SITE 21 IS A CHANNEL RELOCATION 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 11 173+80 -L- 48" RCP 0.04 615 11A** 174+23 -L- RT 48" RCP 0.08 12 203+75 - 207+10 -L- RT ROADWAY FILL 0.02 < 0.01 410 10 12A 205+69 -L- RT FILL IN WETLAND 0.08 13 207+24 -L- 5x6 CULVERT 0.03 < 0.01 337 22 13A 209+14 -L- LT 4' BASE DITCH < 0.01 14 222+50 - 223+56 -L- RT 48" RCP 0.01 < 0.01 220 11 14A 222+65 -L- LT POND 3.06 15 242+86/244+20 -L- 5'x6' RCBC 0.05 < 0.01 520 15 15A 243+60/244+00 -L- 5'x6' RCBC 0.04 16 253+92/255+58 -L- 42" RCP AND DITCH 0.05 < 0.01 513 20 17 261+02/262+96 -L- 6'x6' RCBC 0.08 < 0.01 928 23 18 275+75/276+78 -L- 42" RCP 0.03 < 0.01 161 11 19 279+30/280+86 -L- 5'x7' RCBC 0.04 < 0.01 250 11 19 280+86/281+71 -L- 5' STANDARD BASE DITCH < 0.01 < 0.01 91 15 20 280+61/281+66 -L- REMOVE 2- 72" CMP 0.02 < 0.01 35 31 20A 286+51/286+74 -L- BANK STABILIZATION < 0.01 < 0.01 16 21 20B 285+56/285+81 -L- BANK STABILIZATION < 0.01 < 0.01 20 21 20C 285+19/285+65 -L- TEMPORARY WORK PAD 0.06 165 21 285+19/285+65 -L- CHANNEL CHANGE < 0.01 133 21 285+19 -L- BANK STABILIZATION < 0.01 < 0.01 10 10 22 303+57/304+09 -L- 30" RCP/ 36" RCP < 0.01 < 0.01 97 7 23 316+25/317+41 -L- 6'x6' RCBC 0.04 < 0.01 348 11 23 317+40/317+49 -L- BANK STABILIZATION < 0.01 < 0.01 26 10 TOTALS SHEET 2*: 0.20 < 0.01 3.50 0.09 4730 414 0 *Rounded totals are sum of actual impacts NOTES: -**Wetland ES-W33 is total take -Site 24 is a Channel Relocation 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 24 316+84/317+01 -L- CHANNEL CHANGE < 0.01 < 0.01 120 10 25 323+23/325+22 -L- 24" RCP 0.02 < 0.01 294 10 26 335+66/338+74 -L- 6'x6' RCBC 0.05 < 0.01 519 10 26 338+82 -L- BANK STABILIZATION < 0.01 < 0.01 24 10 27 356+07/357+64 -L- 7'x7' RCBC 0.05 328 27 356+07 -L- LT BANK STABILIZATION < 0.01 < 0.01 35 8 27 357+63 -L- RT BANK STABILIZATION < 0.01 < 0.01 37 12 28** 397+37/400+85 -L- ROADWAY FILL 0.26 29** 398+61/405+73 -L- ROADWAY FILL / 5' BASE DITCH 0.06 906 29** 398+61/405+73 -L- BANK STABILIZATION < 0.01 < 0.01 40 10 29A** 401+96 -L- ROADWAY FILL < 0.01 29B** 402+33/405+59 -L- ROADWAY FILL / 5' BASE DITCH 0.26 0.03 0.01 30*** 409+52/411+61 -L- 54" RCP 0.05 < 0.01 563 14 30*** 409+53 -L- BANK STABILIZATION < 0.01 < 0.01 15 10 31 49+59 - 50+28 -Y3- LT 2' BASE DITCH < 0.01 57 32 35+68/37+32 -Y6- BANK STABILIZATION 0.03 < 0.01 172 19 33 173+50 -L- LT CHANNEL IMPROVEMENT TIE-IN 0.03 < 0.01 20 21 34 357+38/357+49 -L- BANK STABILIZATION < 0.01 < 0.01 24 11 TOTAL SHEET 1 0.87 < 0.01 0.01 0.49 < 0.01 5694 49 TOTAL SHEET 2 0.20 < 0.01 3.50 0.09 4730 414 TOTAL SHEET 3 0.53 0.03 0.01 0.30 0.02 3154 145 TOTALS ALL SHEETS�: 1.60 0.00 0.03 0.03 0.00 4.30 0.11 13578 608 *Rounded totals are sum of actual impacts ** SITE 28, 29, 29A, AND 29B - SITE 1 IN U-2579C PHASE 2 PERMIT **� SITE 30 - SITE 2 IN U-2579C PHASE 2 PERMIT NOTES - ISOLATED WETLANDS SITE - SITE 24 IS A CHANNEL RELOCATION 2013 10 24 � } � Q L � Q i H � O � 0 U � Z � .� W N J � m a H W z � W H d � � 0 N \ � � � � Q '-' O w � � �, a c � � � � O O U i � � a � � 0 0 U Z Z � � w � � J H ~ � _ � N � � o w � N � � � � � � � � � � C � � 2 N H � � � L.� W � � � � N � / .O L d / T 0 3 � 0 O � / � w � rn ti � N � / d H � i N cD / � H m 0 Q U i 0 cD � N � L.� � w 0 � � � � N � i C 0 L t 0 � i a � 0 U i C 0 � U � � � � c 0 U C 0 � � � � w � H L.� ^ � � � N � ., � � � � O � O N � • � Z � \ 0 O �O ����� � � ��� � � ��� ��I ���II � � ��I �� �� L�CATI01�: WI1�ST�1� SALEM — 1�ORTHERI� BELTWAY FROM WEST OF 1�C 66 /SR 4000 ( U1�lI T�ERSITY PARI�WA Y) TO US 31l (1�E W WALKER T01� R OAD) TYPE OF WORK: DESIGI� B UILD AS SPECIFIED I1� THE SCOPE OF WORK C01�TAII�ED I1� THE REQUEST FOR PR�POSALS 1'11^1 IT /1r \1/A\/ -L- STA. 198 + 37. 73 BK -L- STA. 41� + 27.33 Bl� _ � PROPOSED TRAFFIC SIGNAL NOTES: THIS IS A CONROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. A PORTION OF THIS PROJECT IS LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF THE CITIES OF WINSTON—SALEN AND WALKERTOWN. -L- S TA. 3 92 +�0. 00 AH ��� FLATIRON �Ypt�e �E � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ���HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 S�� T STV Engineers, Inc. �/ ��� 900 West Trade St., Suite 715 �� Charlotte, NC 28202 NC License Number F-0991 Prepored for th�e Office of: �'DRAULICS E11lGI1VEER GRAPHIC SCALES DESIG11l DATA PROJECT LEI�GTH ADT 2016 = 34,000 LENGTH ROADWAY TIP PROJECT U-2579DEF = 6.859 MILES DIVISI01� �F HIGHWAYS 50 25 � 5� 1�� ADT 2040 = 60,20� * 1000 Birch Ridge Dr., Raleigh NC, 276I0 �� �� ��� �,y �� K= q o�o LENGTH STRUCTURES TIP PROJECT U-2579DEF = 0.087 MILES 2018 STANDARD SPECIFICATIONS �� �oQ PLANS D= 55 % TOTAL LENGTH TIP PROJECT U-2579DEF = 6.946 MILES I'•E• p � 50 25 0 50 l00 JONATHAN HENDERSON PE SIGNATURE: r� � T= 15 %* RIGHT OF WAY DATE: PROJECT ENGINEER � �, o V= 70 MPH MARCH 20, 2018 ROADWAY DESIG11l * o o E11tGI11tEER ���,� Q�@ PROFILE (HORIZONTAL) TTST = 10 /o DUAL = 5/o * �i' o LENGTH BASED ON WB BRIDGES CALVIN W. MOODY, III, PE °� �r�p��� � O Jr O � O 2 Q F U N C C LASS = LETTIIVG DATE: PROJECT DESIGN ENGINEER INTERSTATE K. ZAK HAMIDI PE MARCH 20, 2018 PROFILE (VERTICAL) STATEWIDE TIER NCDOT CONTACT: DESIGN—BUILD UNIT — PROJECT ENGINEER PE SIGNATURE: See Sheet � A- � For Sheet Symbology � � � � � N � � � � � _ � � � 0 � � � � H � � a c� � � � � a � � � m � � , 0 0 U N Q Z Q U � � W N O J � � m � a N � w Z � � W H � � � , w � 0 � � � � � O N N � . , � � � o � � � a } o w o � � � o, a � � o a � � o � U O � o � 0 U — � } `� U � � a � � } � � o � 0 0 U Z U Z � � o 0 w � L � J � i"i ~ O � _ - o � � � � W O W J J ln H � � L.� �� �� � � ��� � � ��� 9 ������ � � ���� �� BO U1 �DARIES AND PROI'ERTY.• State Li ne ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Computed Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -x X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary E"B Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil -�' S �' - Potential Contamination Area: Soil -� S �- Known Contamination Area: Water - �' —W— �' - Potential Contamination Area: Water -� W �- Contaminated Site: Known or Potential '�' ? BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � We I I �, Small Mine � Foundation � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �_ __= J Jurisdictional Stream �S — BufFer Zone � BZ 1 Buffer Zone 2 Bz 2 F I ow Arrow �--- --- Disappearing Stream �--- --- Spring �'��,�_.--� Wetland � Proposed Lateral, Tail, Head Ditch � F/�' False Sump � RAILROADS: Standard Gauge - RR Signal Milepost Switch RR Abandoned — RR Dismantled — CSX TR,4NSPORTATION O �iILEPOST 35 0 Sw/TCH � � � � RIGHT OF WAY � PROfECT CONTROL: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Point 0 Primary Horiz and Vert Control Point ' Exist Permanent Easment Pin and Cap 0 New Permanent Easement Pin and Cap O Vertical Benchmark � Existing Right of Way Marker Q Existing Right of Way Line - New Right of Way Line R New Right of Way Line with Pin and Cap R New Right of Way Line with Concrete or Granite R1W Marker New Control of Access Line with Concrete C�A Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement - New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement i� 0 � W in� l�► =� �J �c� �A� E E TDE PDE DUE PUE TUE AUE Subsurface Utility Engineering Hedge Woods Line Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: ROADS AND REI�4TED FEATURES: Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut --- G--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub CR � ����������I � � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) f -,.�-�-,..-�-,.�-�-,.�-�-,.�-�1 � � � � �ineyard coNc � coNc yyyy � CoNC Hy� �--------� ��B O -S� • • O ►1 n �• — — — —P— — — — — —P— — P � � O a � HH ----T---- --r-- T — — — —TC— — — - — —T�— — T� — — — —T FO— — — � — —T FO— — — T FO WATE R: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS 6(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS 6(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information O 0 � � ----�---- - -�- - �v A/G y�ater ❑c � HH ----T�---- --T�-- Ty - — — —Ty FO— — — — —Ty FO— Ty FO 0 � --c-- --�-- -c— A/G Gos � O Ss A/G Sanitory SeWer - - - -FSS- - - - - -FSS- - FSS • � 0 a — 7UTL — 0 UST 0 � m AATU R E.O.I. Note: Not to Scale *S. U.E. _ c � � � � � � 0 � � � � a r � a � 0 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � ti � .� N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� � � � � � ~ N � Z 0 0 � N L� ; W LyA � � � H � � � � N a � r � � � a i H H � m � � o 0 U O'� Q Z � U i '-' O W N J �p m M / a v� � w � z � � W H I..� � � � w 0 � m � � � O N N � � , �o � � o } � � a � 0 o w ,y � � � � Q � o a a� o � U O C O 0 U � � U � � a � � + � � o � o � U V i Z Z C � o 0 w J L � H + H = � � N � � � � W O W J J (n H d � L.� 10'-0" 6'-0" z N ORIGINAL � V GROUND ,,, � Z O ?'I = ORIGINAL 6�j 4:� GROUND 10'-0" � 6'-0" � O � ORIGINAL � � GROUND '�'-' v c� � Z O ORIGINAL ?•� _ � GROUND VAR 6:� 4:� 10'-0" � 6'-0" ORIGINAL GROUND ?'7 VAR 6: � � Z O � � � W V � � Z O 2 � .� 18'-0" � 6 �� � 18'-0„ PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D, E& F 2A-2 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER Srr,� T 100 STV Engineers, Inc. �—L— (WINSTON—SALEM — NORTHERN BELTWAY) 1 V �� c�ariotte N�c�zBzoz su�te ��5 , NC License Number F-0991 I 14'-0" 48'-0" 46'-0" 48'-0" 14'-0" 30'-0" 17'-0" W/GR 17' W/GR 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 14'-0" q,_0„ I 9'-0" 14'-0" 12'-0" 12'-0" � 2'-0" 12'-0" 12'-0" � 4'-0" W/G 12'-0" � 12'-0" 4'-0" W/G Z N FDPS GRADE � GRADE FDPS O J POINT FDPS I FDPS POINT '�'-' `� DOCUMENT NOT CONSIDERED FINAL 0.025 0.025 0.035 I Z O UNLESS ALL SIGNATURES COMPLETED � 0.04 0.025 �0.025 � � � �0.035 0.025 � 0.025 � 0.025� 0.025� 0.04 � T — — — — — — — — — — — — — — — — — — — — — — -- — — — 6�� I b�l — — — - — — — — — — — — — — — — — — — — — — — — — — — ` _ _ _ _ _ _ 6:� ORIGINAL 15" I 15�� GROUND ` �Ypt�je K GRADE TO THIS LINE b � �� b GRADE TO THIS LINE K ?� VAR F L AT 1 R O N TYPICAL SECTION NO. � ORIGINAL PAVEMENT SCHEDULE -L- STA. 48 + 53.73 TO 59 + 05.01 GROUND �2 3 I9950C D3 4" I19.00 E1 3" 625.00 �—L— (WINSTON—SALEM — NORTHERN BELTWAY) J3 s�� CTABC � J4 10" CTABC � J6 VAR. CTABC I 14'-0" 30'-0" UB RADE TAB . 14'-0" 36'-0" 46'-0" 36'-0" R4 SHOULDER BERM GUTTER 17'-0" W/GR 17'-0" W/GR T EARTH MATERIAL 12'-0" 12'-0" 12'-0" 12'-0" 14'-0" 9'-0" � 9'-0" 14'-0" 12'-0" 12'-0" 12'-0" 12'-0„ 14'-0" W/GR , 14'-0" W/GR � U EXISTING PAVEMENT FDPS 12'-0" I 12'-0" FDPS Z V RUMBLE STRIPS GRADE FDPS FDPS GRADE O J POINT I POINT � J � C6 V C6 V C6 I C6 V C6 y C6 Z O T � T � ��, �� �� � � Y �� ��. � . . � � . - � •' • ����.���� �����i�� � • � = ���w�������������� ����������� �.�I��.�I.s��►... .7�`��.���.�—� ������_��_�.��������������=����•�� � � � � ��. . �� � � � � � 4 � � � TYPICAL SECTION NO. 2 i °Rou DL -L- STA. 59 + 05.01 TO 283 + 68.07 LT (BEGIN BRIDGE) � -L- STA. 59 + 05.01 TO 283 +27.72 RT (BEGIN BRIDGE) � -L- STA. 286+26.36 LT (END BRIDGE) TO 390+34.08 LT (BEGIN BRIDGE) � -L- STA. 285 + 89.45 RT (END BRIDGE) TO 390 + 14.00 RT (BEGIN BRIDGE) 17'-0" � � �—$ �� � I FDPS i� V C6 R4 0.04 � T a...n'.d:�.m�. �'� � K J3 D3 J6 GRADE TO THIS LINE 12�� � 12„ TYPICAL SECTION NO. 2A SHOULDER BERM GUTTER & 18'-0" 14'-0„ 17'-0" W/G R 12'-0" 14'-0" W/G R FDPS C6 V T 0.04 = b �� ���� � • �� � �-L- (WINSTON-SALEM - NORTHERN BELTWAY) FULL-DEPTH PAVED SHOULDERS i (SEE PLANS FOR LOCATIONSj 36'-0" 46'-0" 36'-0" 14'-0" 30'-0" 17'-0" W/GR 12'-0" 12'-0" 12'-0" 14'-0" 9,_0„ I 9'_0" 14'-0" 12'-0" 12'-0" 12'-0" 12'-0„ 14'-0" W/GR � 12'-0" � 12'-0„ GRADE FDPS FDPS FDPS Z N POINT � � � C6 V C6 i C6 V C6 C6 �� V Z O �0.025 �0.025 �0.025 0.035 � T I T � 0.035 0.025� 0.025� 0.025� 0.04 =� T 6�I b�� — 6:� , D2 E� J4 D2 E� J4 6„ 12„ � 12�� 6„ J4 E� D2 J4 E� D2 D2 El 6" I ?•I �K � 9„ � �„ �„ � 19" K J4 � 12„ GRADE TO THIS LINE GRADE TO THIS LINE ORIGINAL GROUND I ORIGINAL GROUND VAR ORIGINAL GROUND TYPICAL SECTION NO. 3 -L- STA. 392+16.33 RT (END BRIDGE) TO 415+27.33 -L- STA. 392 + 36.41 LT (END BRIDGE) TO 415 + 27.33 NOTE: OVERLAY ONLY FROM -L- STA. 415 + 27.33 (END PROJECT) TO 447 + 90.00 LT NOTE: OVERLAY ONLY FROM -L- STA. 415 + 27.33 (END PROJECT) TO 425 + 11.00 RT c � � � � ~ N � O 0 � N � j W LyA � � � H � � � ' N a � r � � � a i H H � m � � I 0 � U O Q Z O U N � W N � J �p m M / a v� � w � z � � w i--i � � � � w 0 � m � � � O N N � � � �o � � o } � � a � 0 o w ,y � � � � Q � o a a� o � U o c 0 0 U � ' U � � � � a + � � � � 0 0 � U U i Z Z C � o 0 w J L � H + H = � � N � � � � W O W J J (n H d � L.� 10'-0" _ I �'-� I _ *18'-0„ ORIGINAL GROUND ORIGIN�L VAR GROUND H Z O j w U ?.� = O b ;1 ..� 4: � � * DITCH WIDTH MAY VARY TO REDUCE RIGHT OF WAY IMPACTS (SEE CROSS-SECTIONS) ORIGINAL GROUND ?'I VAR ^ 'L'� 8'-0" VAR. 0' to 14'- 4'-0" FDPS ` � 0.02 � 0.02 T � � E2 � � o�-o�� � 2'-0" II - F� � R1 I 0 02 ` I 2•� Mw ` .ry�t. .� �' ORIGINAL GROUND 12, E2 RADE TO THIS LINE TYPICAL SECTION NO. 4A USE TYPICAL SECTION NO. 4A IN CONJUNCTION WITH TYPICAL NO. 4 -Yl- STA. 51 + 00.00 TO STA. 63 + 55.00 (LT) E4 C ---------2.5" MIN. ' „ ------------ 3 MINJ Wl: Wedging Detail For Resurfacing 30'-0" N J J � � O �� i 10'-0" 2'-0„ � � I R1 � �� ,0.02 ORIGINAL 6:� GROUND '.� VAR ORIGINAL GROUND ORIGINAL GROUND VAR � 2I E2 ORIGINAL GRADE TO 12�- GROUND THIS LINE TYPICAL SECTION NO. 4B USE TYPICAL SECTION NO. 4B IN CONJUNCTION WITH TYPICAL NO. 4 -Yl- STA. 51 + 00.00 TO STA. 63 + 55.00 (RT) � -Yl- (NC 66 UNIVERSITY PARKWAY) I 46'-9" __ � _ 46'-9„ , „ , „ , „ , „ ORIGINAL GROUND ORIGINAL GROUND � -YlA SR 1665 (WEBSTER ROAD) � -Yl"I"- (MATTHEWS DRIVE) ORIGINAL GROUND ?'I 12'-0" 6'-0 11'-0" 11'-0" 6,_�„ 9'-0" ' 9'-0" W/GR � W/GR I � C3 GRADE ' W POINT � 0.08 0.02 0.02 0.08 � . 4:1 -- --- - . T I T 2 �'�1q,�, E2 U E2 GRADE TO 6.5" 6.5" GRADE TO THIS LINE THIS LINE TYPICAL SECTION NO. 6 -YIA- STA. 10 + 82.00 TO 14 + 35.00 -Yl "I"- STA. 10 + 80.00 TO 11 + 70.00 -Yl "I"- STA. 13 + 20.00 TO 16 + 56.24 � -Yl- (NC 66 UNIVERSITY PARKWAY) I 12'-0" VAR. 12'-0" VAR. g,_0„ 0' to 17'-6" to - 13'-0" W/GI I � L ' � I GRADE 4�-��� ` C4 I POINT y�/� FDPS L . 0.�2 0.02 � �.OZ � 0.02 � � 0.02. 0.02 � p_Of --__-_{_ __-- \ I 11" U I Y2 11" D3 E2 � GRADE TO THIS LIN � TYPICAL SECTION NO. 4 -Yl- STA. 10 + 00.00 TO 23 + 00.00 -Yl- STA. 51 + 00.00 TO 63 + 55.00 10'-0" 2, R1 0.02, T 12" ORIGINAL GROUND ?'I ORIGINAL GROUND 14 -0 12 -0 17'-6" 12 -0 14 -0 2, 10'-0„ � C4 R2 GRADE I R2 C4 Rl POINT , 0.02 0.02 „ �� I „ „ 15 J2 D3 12 I 12 p3 J2 15 GRADE TO THIS LINE I TYPICAL SECTION NO. 5 -Yl- STA. 23 + 00.00 TO 33 + 60.26 (BEGIN BRIDGE) -Yl- STA. 36 + 12.76 (END BRIDGE) TO 51 + 00.00 I 12'-9" 0'-0" T '-0" T 12'-9" R,_�„ Q,_�„ 12'-0" 4:1 6'-0" � 9'-0" W/GR 0.08 � O W � 15" 11'-0" GRADE POI NT � 0.02 HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 0.02 12" �- �•1 `' / ?'I�(,�w' "�I' ORIGINAL GROUND ORIGINAL GROUND � -YIA- SR 1665 (WEBSTER ROAD) I 11'-0" 6,_�„ 9'-0" � W/G R I I 0.02 , 0.08 . 6.5" � GRADE TO THIS LINE TYPICAL SECTION NO. 7 -YIA- STA. 14 + 35.00 TO 19 + 26.11 2�� ORIGINAL GROUND PROJECT REFERENCE NO. U-2579D, E & F ROADWAY DESIGN ENGINEER SHEET NO. 2A-3 PAVEMENT DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRON PAVEMENT SCHEDULE C3 2.5" S9.5B C4 3" S9.5B C5 VAR. S9.5B D3 4 I19.00 D4 VAR. I19.00 E2 4" B25.00 E4 VAR. B25.00 J2 8" ABC R1 2'-6" CONC. C&G T EARTH MATERIAL U EXISTING PAVEMENT W WEDGING Y2 3" MILLING Stt F'LANS fVK MUNULIII'ilC: ISLANU LIMIIJ *PAVEMENT DESIGN AT GUTTER LOCATIONS � � � � � ~ N � Z o O � N L� ; W � � � H � � � � N a � r � � � a i H � � m � � o 0 U Q Z O U N � W N � J �p m M / a v� � w � z � � W H I..� � � i w � 0 � m � � � O N N � \ � �o � � o } � � a o o w ,y � � � � Q � o a a� o � U o c 0 0 U � � U � � a � � � � � o � o � U V � Z Z � � o 0 w J L � H + H = � � � � 0 � � w o w � J (n H d � L.� 12'-0" ORIGINAL GROUND ?�� 4:1 12'-0" o.os _ , GRADE TO � 6.5" 6.5" � � GRADE TO THIS LINE THIS LINE TYPICAL SECTION NO. 8 -Yl B- STA. 10 + 24.96 TO 11 + 68.29 -Yl F- STA. 16 + 00.00 TO 26 + 42.58 -Y1J- STA. 9+ 48.19 TO 11 + 75.00 -Y3 B- STA. 10 + 95.00 TO 13 + 00. 74 -Y3C- STA. 11 + 60.00 TO 13 + 57.34 -Y3 D- STA. 10 + 16 . 04 TO 12 + 00. 00 + �5 m=c 6'-0" H 9'-0„ W/G R o.os ------- � 3" MIN--------� W2: Wedging Detail for Resurfacing ORIGINAL GROUND VAR. VAR. � � I Cl i � EX � EX � � , � - - � _�- ------ - ----- -� ����_-� I �� � U ��� � TYPICAL SECTION NO. � O ORIGINAL GROUND -Yl E- STA. 10 + 70.25 TO 13 + 03.05 -Yl H- STA. 10 + 06.93 TO 28 + 56.10 -Yl K- STA. 11 + 45.00 TO 15 + 2 5.92 -YIM- STA. 11 + 61.74 TO 22 + 76.50 -Yl N- STA. 11 + 46.24 TO 13 + 75.25 -Yl "O"- STA. 10 + 00.00 TO 12 + 61.73 -Y4- STA. 15 + 80.00 TO 19 + 50.00 -Y4A- STA. 10 + 10.00 TO 2 0+ 82 .00 8'-0„ `���-On W/GR 2,_ „ FDP 12'-0" -Yl B- SR 1921 (BRAY STREET) -Yl F- (VI RGI N IA LAKE ROAD) -Y1J- NC 66 (OLD HOLLOW ROAD) -Y3 B- � -Y3C- (ROCK SPRINGS DRIVE) � -Y3D- (TWIN OAKS DRIVE) 12'-0" 6,_0„ 9'-0" I W/GR � I i GRADE ' POINT � 0.02 0.02 , . �y I �� �\'�- ORIGINAL GROUND -Yl E- SR 1805 (TICKLE ROAD) -Yl H- (STAN LEY MAN O R AVE N U E) -Yl K- SR 1669 (ZIGLAR ROAD) -Y1M- SR 1923 (NORMAN DRIVE) -Y1N- (STANLEY MANOR COURT) � -Yl "O"- (SHUMATE ROAD) -Y4- SR 1929 (MERRY DALE DRIVE) � -Y4A- SR 2104 (PUGH DRIVE) �Yl G- NC 66 �OLD HOLLOW ROAD) i 12'-0" 8'-0" 12'-0„ 11'-0" i W/GR I '-0„ E � FDPS C4 GRADE I wl C4 POINT I ORIGINAL GROUND 6:1 VAR �•� ORIGINAL GROUND � o.os � � , 0.02 o.oz , � o.os . T I T D3 E2 U E2 D3 GRADE TO 12�� GRADE TO THIS LINE THIS LINE TYPICAL SECTION NO. 12 -Yl G- STA. 14 + 50.00 TO 18 + 80.00 4:� �•1 ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND b:l VAR �: ORIGINAL GROUND HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 12'-0" ?�� 8'-0„ 11'-0" W/GR 2 �-On F PD S 6'-0" 9 0 W/GR 12'-0" C3 G�`DE PO I NT , �.�2 -Yl C- (SERVICE ROAD� -Y1D- (SERVICE ROAD� �-Yl F- �VI RGI N IA LAKE ROAD) � -Y1J- NC 66 (OLD HOLLOW ROAD) I 12'-0" 6'-0" 9'-0" I W/G R I I � �� ��: I/////�////O�' • O � � � �: � �_I_.�/ ��1� 12'-0" E C4 GRADE POINT GRADE TO J THIS LINE TYPICAL SECTION NO. 9 -Yl C- STA. 10 + 12 .41 TO 21 + 82 .55 -Y1D- STA. 10+08.27 TO 18+85.56 -Yl F- STA. 10 + 08.85 TO 16 + 00.00 -Yl J- STA. 11 + 75 . 00 TO 13 + 2 5.41 �-Yl G- NC 66 (OLD HOLLOW ROAD) � 12'-0" 8'-0" 12'-0„ 11'-0" , W/G R C4 i-ou DPS , 0.08 � 0. .02 ` 0.08 - - . T I T D3 E2 E2 D3 GRADE TO GRADE TO THIS LINE THIS LINE TYPICAL SECTION NO. 11 -Yl G- STA. 10 + 33.76 TO 14 + 50.00 ORIGINAL GROUND ?'I 12'-0" 4:� ,L•1 ?•I \� PROJECT REFERENCE NO. U-2579D, E & F ROADWAY DESIGN ENGINEER SHEET NO. 2A-4 PAVEMENT DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRON ORIGINAL GROUND ORIGINAL GROUND -Yl L- SR 1922 (SHERRL-LYNN DRIVE) -Y4A- SR 2104 (PUGH DRIVE) � -Y4B- SR 1929 (MERRY DALE DRIVE) � -Y5B- (OAKMONT RIDGE ROAD) I � VAR. 18' TO 82' 4'-0" VAR. 9' TO � VAR. 9' TO 4'-0" 70' I 12'-0„ GRADE � C3 POINT i �0.08 � 0.02 0.02 � 0.08 � _` - -i- - - VqR SFE X\S FC O T E2 6.5" U E2 T �/ NS GRADE TO THIS LINE ORIGINAL GROUND TYPICAL SECTION NO. 13 -Yl L- STA. 10 + 10.13 TO 11 + 37.69 -Y4A- STA. 20 + 82.00 TO 22 + 00.00 -Y4B- STA. 10 + 39.61 TO 11 + 57.44 -Y5B- STA. 12 + 42.13 TO 13 + 59.47 �Ypr�e PAVEMENT SCHEDULE C1 1.5" S9.5B C3 2.5" S9.5B C4 3" S9.5B C5 VAR. S9.5B D3 4 I19.00 D4 VAR. I19.00 E2 4 B25.00 E4 VAR. B25.00 J2 8" ABC P PRIME COAT U EXISTING PAVEMENT W WEDGING c � � � � ~ N � Z 0 0 � N � � W LyA � � ORIGINAL GROUND �1 `� . 1 0.08 �Yl K- SR 1669 (ZIGLAR ROAD) I 12'-0" _ I_ 12'-0" _ � 6'-0_" �_ 12'-0" _, I I GRADE I POI NT � w� 0.02 I 0.02 � . --- i - -- ) U ( 0.08 _- . 4:� GRADE TO J -" „ `" RADE T THIS LINE 12 THIS LINE TYPICAL SECTION NO. 14 -Yl K- STA. 10 + 24.00 TO 11 + 45.00 ,L•1 C5 E4) ( C - - - - - - - I ---------3„ MIN--------� W2: Wedging Detail for Resurfacing ORIGINAL' GROUND ORIGINAL GROUND 4:1 HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 � �� T Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 -Yl L- SR 1922 (SHERRL-LYNN DRIVE) � -Y1M- SR 1923 (NORMAN DRIVE) � -Yl N- (STANLEY MANOR COURT) � VAR. 18' TO 82' _ , n .� � I IGRADE C3 i POI NT � 0.02 ----i � 6.5"/ ?'I GRADE TO THIS LINE ORIGINAL GROUND ?'I 12'-0" 4:1 : � � � � � � ♦'�i � � : � � � �7ii�ii/ � � � � � -Y2- (STAN LEYVI LLE DRIVE) � 2 4'-0" 12'-0" 12'-0" 8'-0" 30'-0„ 11'-0" W/GR , � I O J � J IGRADE 5'-0" �,,, � ► I POINT 2 FDPS Z � _ " � 0.02 0.02 � 0.02 � O.pg -- -�-- _-- �„ � „ T �$ U � Y2 $ E3 -GRADE TO THIS LIN TYPICAL SECTION NO. 16 -Y2- STA. 13 +20.00 TO 18 + 52.70 -Y2- STA. 24 +46.00 TO 28 + 90.00 USE NEW PAVEMENT FOR -Y2- STA. 18 + 52.70 TO 19 + 84.06 (BEGIN BRIDGE) -Y2- STA. 22 + 32.56 (END BRIDGE) TO 24 + 46.00 � H t � � � a N r � cn / a � i H H � m o � � 0 0 U Q Q Z O U N � W N � � � m M � a v� � w � z � � W H I..� � � � w � 0 � � �� � O N N � � � � � � � � o } � � a � 0 o w � � � , � Q � o a a� o � U o c 0 0 U � � U � � a � � + � � o � 0 0 U V � z z c � o 0 w J L � H + H = � � N � � � � W O W J J (n H d � L.� 10'-0" ORIGINAL GROUND 2�I ORIGIN L VAR 6:� GROUND ;,_ -- *� s�-o„ � Z Q j w U � � Z p _ � b ;1 I �� ( T s�-o„ � 13'-0" V� 4'-0" FDPS / 0.�2 -------�2_5" MIN.--------- 3„ MINJ Wl: Wedging Detail For Resurfacing � . � � � .,�������� �� � � O * DITCH WIDTH MAY VARY TO REDUCE RIGHT OF WAY IMPACTS (SEE CROSS-SECTIONS) � -Y3- (G E RMANTO N ROAD) �-Y3A- US 66 (OLD HOLLOW ROAD) 12'-0" VAR. 12'-0" VAR. g,_�„ 0' to 17'-6" to - 13'-0" W/GR � ~ Z I GRADE 4�-��� O C4 � POINT �/� FDPS � Z 0.02 0.02 0.02 � 0.02 � 0.02 � 0.02 � 0.0 ---- i - -- .5" i Y2 9.5" �� E2 GRADE TO THIS LINE I TYPICAL SECTION NO. 17 -Y3- STA. 10 + 25.00 TO 21 + 50.00 -Y3- STA. 41 + 70.31 TO 49 + 60.00 -Y3A- STA. 13 + 90.00 TO 18 + 49.37 -Y3A- STA. 20 + 01.37 TO 24 + 95.00 I 12'-9" 0'-0" T '-0" T 12'-9" 28'-8" 31'-0„ o C4 Q Y� GRADE I R5 W� o C4 0 W � W POINT W � W 1 - - - - - - --- - - - - - - � TYPICAL SECTION NO. 17A 13.5�� E2 �� MONOLITHIC ISLAND DETAIL �� E2 SEE PLANS FOR MONOLITHIC ISLAND LIMITS *PAVEMENT DESIGN AT GUTTER LOCATIONS ORIGINAL GROUND 0.02 � TYPICAL SECTION NO. 15 -Yl L- STA. 10 + 10.13 TO 11 + 37.69 -Yl M- STA. 10 + 49.47 TO 11 + 61.74 -Yl N- STA. 10 + 28.77 TO 11 + 46.24 , PROJECT REFERENCE NO. U-2579D, E & F ROADWAY DESIGN ENGINEER SHEET NO. 2A-5 PAVEMENT DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRON E2 �,: V AR SFF X,S � �CT ���V$ � E4 ORIGINAL 6:� GROUND ?.� VAR ORIGINAL GROUND 12'-0" .4'-0" 30'-0" N J J � � O � 6:� T ?'I �Ypr�e PAVEMENT SCHEDULE C3 2.5" S9.5B C4 3" S9.5B C5 VAR. S9.56 D1 2.5" I19.00 D3 4 I19.00 D4 VAR. I19.00 E2 4" B25.00 E3 5" B25.00 E4 VAR. B25.00 R4 SHOULDER BERM GUTTER R5 5" CONC. ISLAND T EARTH MATERIAL U EXISTING PAVEMENT W WEDGING Y2 3" MILLING ORIGINAL GROUND VAR ORIGINAL GROUND C � � � � ~ N � Z 0 Q � N � j w o � � H � � � I N a � r � � � a i H H � m � � I 0 � U � Q Z O U N � W N � � � m M i a v� � w � z � � W H I..� � � � w 0 � m � � � O N N � � � � � �" o } � � a � 0 o w ,y � � � � Q � o a a� o � U � � o � 0 0 U � � U � � a � � + � � o � 0 0 U V i z z c � o 0 w J L � H + H = � � N � � � � W O W J J (n H d � L.� 10'-0" ORIGINAL GROUND ORIGINAL ?•I GROUND VAR 6: � ORIGINAL GROUND 10'-0" ORIGINAL GROUND ORIGINAL GROUND ��� VAR ., „ *� 8�-0�� $ �-0�� � 2 �-��� 13'-0" W/GR � Z 0 j w v � � Z O ?•� _ '� b •, �;� 4�7 � 4'-0" FDPS 0.08 �0.02 � 0.02 „ D1 � J2 * DITCH WIDTH MAY VARY TO REDUCE RIGHT OF WAY IMPACTS (SEE CROSS-SECTIONS) � 6'-0'_ � _ *18'-0„ � O j w U � � Z O _ � 6 :1 �: 7 l I 18'-0" 8'-0„ 13'-0" W/GR 4'-0" FDPS �_ �0.02 �„ * DITCH WIDTH MAY VARY TO REDUCE RIGHT OF WAY IMPACTS (SEE CROSS-SECTIONS) ?'I GRADE TO THIS LINE TYPICAL SECTION NO. 20 -Y4- STA. 19 + 50.00 TO 22 + 10.00 12" - - - -�- - VAR SFF X S T � 6.5" T FCr�O�VS E2 U I Y1 E2 ORIGINAL GROUND C5 � - - - - - - - 3" MIN. - - - - - - - - - - - - - - - - - - - W2: Wedging Detail for ResurFacing 0.02 ��13.5 GRADE TO THIS LINE � -Y4- (MERRY DALE DRIVE) I 24'-0" 12'-0" 6'-0" 12'-0" � 12'-0" 6'-0" 9'-0" W/G R I GRADE C3 I POINT 2 p.08 � 0.02 0.02 � 0.08 �.l � � 18'-0" � -Y3- (GERMANTON ROAD) I 12'-0" 17'-6" 12'-0" 12'-0„ $,_�„ I 3'-0" W/G R 8'-9" 8'-9" Z O J � � J I4,_0„ �, � C4 R2 GRADE i R2 C4 FDPS Z 4 POI NT = � 0.02 - - - - - - 0.02 � 0. 02 � 0.02 � 0. pg � � J5 „ T , T „ J5 13.5„ 12 I 12 13.5" D1 J2 b„ T GRADE TO� THIS LINE � TYPICAL SECTION NO. 18 -Y3- STA. 21 + 50.00 TO 23 + 04.35 -Y3- STA. 24 + 20.35 TO 28 + 18.00 (BEGIN BRIDGE) -Y3- STA. 30 + 75.00 (END BRIDGE) TO 34 + 79.88 -Y3- STA. 35 + 95.88 TO 40 + 54.31 � 12'-9" 0'-0" T '-0" T 12'-9„ 28'-8" , 31'-0„ � C4 � � R5 � C4 � Q 0 GRADE Q O � w POINT w W � TYPICAL SECTION NO. 18A 13.5" J2 Dl MONOLITHIC ISLAND DETAIL D� �2 SEE PLANS FOR MONOLITHIC ISLAND LIMITS *PAVEMENT DESIGN AT GUTTER LOCATIONS � CURB PROFILE I 19'-6" �' TRUCK APRON ' R2 A1 i,�� � -Y3- ROUNDABOUT � 17'-0" _ �_ 17'-0" _ � 2, � �.�2 �� �� � ►�������` ����'� i � � 0.02 12"I I_U \i3.5" GRADE TO THIS LINE ORIGINAL GROUND � � � � � � GRASS �.OZ 19'-6" TRUCK APRON 30'-0" i �'I PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D, E& F 2A-6 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 � ORIGINAL GROUND VAR ORIGINAL GROUND � CURB PROFILE I _ 18'-0" 0.02 � G � i� �� - ���. � � � ?'I E4 TYPICAL SECTION NO. 19 12'-0" b' 18'-0" DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRON PAVEMENT SCHEDULE A1 7" PORT CEMENT C1 1.5" S9.5B C3 2.5" S9.5B C4 3" S9.5B C5 VAR. S9.5B D1 2.5" I19.00 E2 4" 625.00 E4 VAR. B25.00 J 1 6" ABC J2 8" ABC J5 VAR. ABC P PRIME COAT R1 2'-6" CONC. C&G R2 1'-6" CONC. C&G R5 5" CONC. ISLAND T EARTH MATERIAL U EXISTING PAVEMEN W WEDGING Y1 2.5" MILLING 8'-0" 30'-0" 13'-0" W/GR H Z � 4'-0" O ,L FDPS Z � � 0.02 p,� 6:� 6„ T ?'I � -Y4- (MERRY DALE DRIVE) I 24'-0" 12'-0" � 12'-0„ 6,_0„ 9'-0" W/G R I GRADE Cl I POINT p ` � � 0.02 0.02 � 0.08 4:1 � , ` T 6„ 10.5" � J2 6„ GRADE TO THIS LINE TYPICAL SECTION NO. 21 -Y4- STA. 22 + 10.00 TO 46 + 81.09 VqR SE�XS �C���NS ORIGINAL GROUND IORIGINAL GROUND -�� VAR ORIGINAL GROUND c � � � � ~ N � O 0 � N � j W LyA o � � H � � � � a N r � � � a � i H o � m 0 0 U � Q Z O U N � W N � � � m �' � a v� � w � z � � w i--i � � � � w � 0 � � � � � O N N � \ � CD � � � � o } � � a � 0 o w ,y � � , � Q � o a a� o � U O C O 0 U � � U � � a � � + � � o � 0 0 U V � Z Z � � o 0 w J L � H + H = � � � � 0 � � w o w � J (n H d � L.� ORIGINAL GROUND �-YS- (O LD H O LLOW ROAD) � -YSA- (OLD RURAL HALL ROAD) 24'-0" 10'-0" �_ �� *18'-0" 8'-0" 12'-0" � 12'-0" 8'-0" 30'-0„ 13'-0" W/GR 13'-0" W/GR I ~ Z ~ 4'-0" 4'-0" � J ORIGINAL 0� I GRADE w'i GROUND �� FDPS C4 I POINT 3 FDPS Z O w V C� � _ � ?�� z o o.os,o.o2 , 0.02 0.02, 0.02,o.os _ � i - -- -- 6:1 -- -- 6:1 VAR 6:1 4�� T ---r--- „ „ T E2 �� 9.5 I 9.5 p� E2 � I * DITCH WIDTH MAY VARY TO REDUCE GRADE TO THIS LINE RIGHT OF WAY IMPACTS (SEE CROSS-SECTIONS) TYPICAL SECTION NO. 22 -YS- STA. 14 + 70.00 TO 20 + 50.00 -YS- STA. 33 + 10.00 TO 38 + 00.00 -Y5A- STA. 10 + 13.61 TO 13 + 30.00 30'-0" -Y1RPA- -Y3 RPA- � -Y3 RPC- � -Y6 RPA- , -Y6RPC- 12'-0" 4'-0" I 12'-0" 14'-0" 15'-0" W/G R 17'-0" W/G R � � 4'-0" i 4'-0„ LL FDPS ' GRADE FDPS p C4 � POINT � � ` 0.02 . 0.02 � 0.02 � 0.08 _= � Z O � w Z _ ORIGINAL GROUND ORIGINAL GROUND 6:1 P�G� T 6„ I 11.5„ Dl i 6„ VAR �`���E�GN GRADE TO I `�5��� THIS LINE � I � � TYPICAL SECTION NO. 24 � � -Yl RPA- STA. 15 + 95.24 TO 31 + 61.38 I -Y3 RPA- STA. 14 + 13 .11 TO 2 8+ 79.56 � -Y3 RPC- STA. 14 + 14.2 8 TO 2 7+ 77.45 � -Y6RPA- STA. 13 + 71.31 TO 26 + 51.39 j -Y6RPC- STA. 14 + 68.99 TO 25 + 95.34 I T 17'-0" 14'-0" 11'-8" � FDPS i� 18'-0" 6:) . - I'- ���. � � � i �' O ��` �� iii�■ J1 �� J6 12" GRADE TO THIS LINE TYPICAL SECTION NO. 24B SHOULDER BERM GUTTER & FULL-DEPTH PAVED SHOULDERS (SEE PLANS FOR LOCATIONSj VAR ORIGINAL GROUND \ � � �;1 ORIGINAL GROUND -�/ ORIGINAL �� GROUND VAR 6'-0" � N Z � O V � �W OZ _ � Q.� b:l � -Y5- (OLD HOLLOW ROAD) � 2 4'-0" 8'-0" 12'-0" ' 12'-0" 8'-0" 30'-0„ 13'-0" W/GR , 13'-0" W/GR I Z N 4'-0" I 4'-0„ O J GRADE �„ � F D P S p� I POINT C4 FDP S Z O _o.os,o.o2 ,. , 0.02 o.oz, o.oz,o.o� � 14'-0" 17'-0" W/GR 4'-0" FDPS 0.08 � 0.0: = � � -Yl RPD- -Y3RPB- -Y3RPD- � -Y6RPB- . -Y6RPD- 12'-0" I 4'-0" , 12'-0„ GRADE POINT , 0.02 15'-0" W/GR � Z 4'-0" 0 W FDPS C4 z _ � � 0.02 0.04 _ � � 30'-0" IORIGINAL GROUND VAR ORIGINAL GROUND N J J L.L � 0 � ' 6:1 �„ I 6„ „.5 �, T ''�-I- ,tis, 4., THIS� LIN�E OF /�rFR VAR cy"��c F TYPICAL SECTION NO. 25 -Yl RPD- STA. 14 + 58.25 TO 29 + 84.07 -Y3RPB- STA. 14 + 40.60 TO 25 + 18.73 -Y3RPD- STA. 14 + 45.07 TO 25 + 14.25 -Y6RPB- STA. 15 + 31.20 TO 30 + 93.10 -Y6RPD- STA. 14 + 34.56 TO 25 + 38.12 T I `L1 �. 17'-0" 14'-0" � » �-s„ i� FDPS R4 C4 � 0.04 J6 U J1 ORIGINAL 12�� GROUND GRADE TO THIS LINE TYPICAL SECTION NO. 25A SHOULDER BERM GUTTER & FULL-DEPTH PAVED SHOULDERS (SEE PLANS FOR LOCATIONS) ORIGINAL GROUND -�� VAR ORIGINAL GROUND ORIGINAL GROUND 10'-0" � O � � � w V �� Z O � 4�� � � �� ( T) � 6„ 13.5y I �2 6„ ��J �J * DITCH WIDTH MAY VARY TO REDUCE GRADE TO THIS LINE RIGHT OF WAY IMPACTS (SEE CROSS-SECTIONS) TYPICAL SECTION NO. 23 -YS- STA. 20 + 50.00 TO 24 + 82.65 (BEGIN BRIDGE) -YS- STA. 27+10.57 (END BRIDGE) TO 33+10.00 ,_�„ � Z N � ~ �� V w� ZO _ 4:�� % � b ?'I VAR 6: � 10'-0" ORIGINAL GROUND ��� ORIGINAL GROUND ,��� HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 10'-0" _ I �i'-C'L' I _ *18'-0„ ORIGINAL GROUND 18'-0" PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 2A-7 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRON PAVEMENT SCHEDULE C4 3" S9.5B C5 VAR. S9.5B D1 2.5" I19.00 D4 VAR. I19.00 E2 4" B25.00 E4 VAR. B25.00 J 1 6" ABC J2 8" ABC J6 VAR. CTABC R4 SHOULDER BERM GUTTER T EARTH MATERIAL W WEDGING ORIGINAL GROUND ORIGINAL GROUND c � � � � � � 0 � � � � a r � a � 0 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � � O N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� c � � � � � � 0 � � � � a r � a � 0 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � rn O N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� c � � � � � � 0 � � � � a r � a � 0 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � O .--� N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� � � � a L � a H � 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � .--� N N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N c � � vi U W � W � � � U � � � N � � � L.� W � O� ti � N � / � 0 _ / .O � � / T � 3 � 0 0 � � � w 0 m ti � N � / � H � I N cD / � H m I � Q U i O CD / � � � i W i 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� � � � a L � a H � 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � N N N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N c � � vi U W � W � � � U � � � N � � � L.� W � O� ti � N � / � 0 _ / .O � � / T � 3 � 0 0 � � � w 0 m ti � N � / � H � I N cD / � H m I � Q U i O CD / � � � i W i 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� � � � a L � a H � 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � m N N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N c � � vi U W � W � � � U � � � N � � � L.� W � O� ti � N � / � 0 _ / .O � � / T � 3 � 0 0 � � � w 0 m ti � N � / � H � I N cD / � H m I � Q U i O CD / � � � i W i 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� � � � a L � a H � 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � V N N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N c � � vi U W � W � � � U � � � N � � � L.� W � O� ti � N � / � 0 _ / .O � � / T � 3 � 0 0 � � � w 0 m ti � N � / � H � I N cD / � H m I � Q U i O CD / � � � i W i 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� � � � a L � a H � 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � Li�i N N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N c � � vi U W � W � � � U � � � N � � � L.� W � O� ti � N � / � 0 _ / .O � � / T � 3 � 0 0 � � � w 0 m ti � N � / � H � I N cD / � H m I � Q U i O CD / � � � i W i 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� � � � a L � a H � 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � Li�i N N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N c � � vi U W � W � � � U � � � N � � � L.� W � O� ti � N � / � 0 _ / .O � � / T � 3 � 0 0 � � � w 0 m ti � N � / � H � I N cD / � H m I � Q U i O CD / � � � i W i 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� � � � a L � a H � 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � C� N N N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N c � � vi U W � W � � � U � � � N � � � L.� W � O� ti � N � / � 0 _ / .O � � / T � 3 � 0 0 � � � w 0 m ti � N � / � H � I N cD / � H m I � Q U i O CD / � � � i W i 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 � • � -L- 2 3,_0„ j 2 3,_0„ 1'-7�2" � ,_��2„ �-�-� �-�4 c � � vi U W � w � � � U � � � � � 0 � N L� Z w � 0 O� N ti � � W N � � / � 0 _ / .O � � / T � 3 � 0 0 � / � w 0 � � � N � � � � � � � � � a N r � � � a � i H H � m o � o 0 U � Q Z N U N � W N � J �p m M / a v� � w � Z� � W H I..� � � i w � 0 � � � � � O N N � \ � CD � .--� C 0 }�� a � 0 ow� � � � � Q � o a a� o � U � i o � 0 0 U � � U � � a � � + � � o � o � U V i Z Z C � � O w J L � H + H = � � � � 0 � � w o w � J (n H d � L.� CONC. BARRIER RAI L (TYP) SITE # � 1'-7�2" 8 - TYPICAL SECTION NO. 14 —L— FUNCTIONAL CLASS. = FREEWAY /INTERSTATE � -Y9- I I I 8,_�„ FDPS � 49'-0" CLEAR ROADWAY I 1 � I_oI/ , � � /_O// I � � I_oII O.O� — — — — — — — — � � � � � � / � SINGLE FACE CONC. I � BARRIER (SEE STD 857.01) � EXISTING NSRR � � FUTURE NSRR I I „ � _�_ 15-0 _ � GRADE HORIZ. CLEARANCE ' I POI TN � ' 0.02 � I I I � � � ��_ —_ i , I �� ♦` ____�i� I ��� � � -- — -----_ ��___� ` , I i �—Y9—� OLD WALKERTOWN RD. 2016 ADT 7,900 2040 ADT 13,000 8,_�„ FDPS 2 5'-0" M I N. TTST = 2 °/a DUALS = 4% DHV = 9% DIR = 65% CONC. BARRIER RAIL (TYP) Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 � -Y»- I I I I 30'-0" CLEAR ROADWAY I 12,_�„ � 12,_�„ 6,_�„ I FDPS 2 O16 ADT 2040 ADT PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2A-18 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRON 34,000 60,2 00 �Ypr�e TTST = 10% DUALS = 5% DHV = 9% DIR = 50% O.O�_ GRADE POI NT 0.0� � �I-- \r __�_�� SINGLE FACE CONC. - BARRIER (SEE STD 857.01) SITE # 8- TYPICAL SECTION NO. 15 NORFOLK SOUTHERN RAILROAD UNDER FUTURE I-74 MI N IMUM VE RTI CAL C LEARAN C E= 2 3'-0" (ACTUAL & F UTU RE) OLD WALKERTOWN RD. UNDER FUTURE I-74 MINIMUM VERTICAL CLEARANCE = 15'-6" (FUTURE & ACTUAL� —Y9— FUNCTIONAL CLASS. = MAJOR COLLECTOR � � �1 T � � � � � � � � � � � � � � � � � � � � � � �—Yl l—� HAMMO C K FARM RD . 2 O16 ADT ly/A TTST = N/A DUALS = N/A 2 040 ADT N/A �Hv = wa DIR = N/A HAMMOCK FARM RD. UNDER FUTURE I-74 MINIMUM VERTICAL CLEARANCE = 15'-6" �FUTURE & ACTUAL� —Y9— FUNCTIONAL CLASS. = LOCAL SEE SHEET 2B-3 FOR BRIDGE SKETCH SEE SHEET TYP 1 FOR -L- ROADWAY APPROACH TYPICAL SEE SHEET TYP 3 FOR -Y9- &-Yll- ROADWAY APPROACH TYPICALS 60'-0" CLEAR ROADWAY 60'-0" C LEAR ROADWAY HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 B-1 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � �. L � �. H � � � 0 U � Z Q N W N J � m a � w z � W H � � � O N \ CD \ t � a o w � � � Q � o c a� � O O U � � Q H O � U Z Z � O w � H H = �� 0 �� ow �� � � � � � � 0 _ _ U H W Y N W � � � U � � � � � � 0 � i L� W � O� ti � N � / � 0 _ / .O � � / T � 3 � 0 0 � � � w 0 m ti � N � / � H � I N CD / � H m I � Q U i O tD / � � L.� i W i 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U C 0 � t � � w � H L.� N Z Q N � W � � FLATIRON �Ypt�e STRU CTU RE S ITE 1: —Yl — OVE R—L— �S E E P LAN S H E ET 5� N OT TO SCALE STRUCTURE SITE 2: —Y2— OVER —L— �SEE PLAN SHEET 7� NOT TO SCALE HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 B-2 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � �. L � �. I � � � � 0 U � Z � N W N J � m a � w z � W H � � � O N \ CD \ t � a o w � � � Q � o c a� � O O U � � Q H O � U Z Z � O W J � H H = � N � H � O W J N � � � � � � 0 _ _ U H W Y N W � � � U � � � N � � � L� W � O� ti � N � , � 0 _ , 0 � � , T � 3 � 0 0 � � � w 0 m ti � N � / � H � I N CD / � H m I � Q U i O tD / � � L.� i W i 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U i C O � � � L.� W J H L.� N Q N � W � STRU CTU RE S ITE 3:-Y3- OVE R-L- �S E E PLAN S H E ET 11 � N OT TO SCALE STRU CTU RE S ITE 4:-YS- OVE R-L- �S E E P LAN S H E ET 14� N OT TO SCALE � FLATIRON �Ypt�e HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 B-3 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � a r � a � � � o � 0 U � Z � IY) W N J � m a � w z � W H � � � O N \ CD \ t � a o w � � � Q � o c a� � O O U � � Q H 0 0 U Z Z �� w � H H = � N � H � O W J N � � � � � X m N L � a T � � i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C 0 U i C 0 � t � L.� W J H L.� N Z Q N � W � STRU CTU RE S ITE 5:-Y6- OVE R-L- �S E E P LAN S H E ET 19� NOT TO SCALE STRUCTURE SITE 7: -Y7- OVER -L- �SEE PLAN SHEET 25� N OT TO SCALE STRUCTURE SITE 6: -L- OVER MILL CREEK �SEE PLAN SHEET 21) N OT TO SCALE � FLATIRON �Ypt�e STRU CTU RE S ITE 8:-L- OVE R-Y9-, -N S RR-, AN D-Yl l- �SEE PLAN SHEET 29� NOT TO SCALE � t � a � � a H � � U Z L.L.� J m Q H Z W � � a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � .--� m IY') N I� W � H � � O N \ CD \ .--� .--� w � Q 0 Z O � J H _ N C � � v m N i _ N � � 0 � L.� W � d'� � � N � / � � _ / .� O � � / T 0 3 � � O � / � W � � ti � N � / � H � I N �o i � H m I � Q U I O CD / N � L.� i W i 0 d'� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H � � L.� � t � a � � a I � 0 0 U W J m Q � z w � � a 0 � � � � � � � O O U i � � a � � 0 0 U Z � W � H � � � � m � IY') N I� w � H � � 0 N � � � � w � Q 0 Z O � J H _ N c � � � � m N _ � � i � 0 � i � w 0 m � � N � � � 0 _ � , 0 � � � T 0 3 � 0 0 � � � w 0 � � � N i � i � H � N �o i � H m 0 Q U I � CD / � � � � w 0 � m ti � N i � � � 0 � � 0 � / a � 0 U i C O � U � � � � c 0 U i C O L t 0 L.� � � W ow� J (n H � � L.� � O� �� PROJECT REFERENCE NO. SHEET NO. � o`�- `' o �/ �z HDR En ineerin , Inc. of the Carolinas � _ � N — 1�— D ETO U R D ETAI L � 555 Fayetteville St, Sgte 900 Raleigh, N.C. 27601 U-2579D, E& F 2 B-5 � � z N.C.B.E.L.S. License Number: F-0116 RrW SHEET NO. U p � , ROADWAY DESIGN HYDRAULICS a �` ENGINEER ENGINEER � �r�,� T STV Engineers, Inc. Q >- �� ��� 900 West Trade St., Suite 715 ~ C'-C!"ll/Ji Charlotte, NC 28202 � � v NC License Number F-0991 0 S � Ii � � � �q5 � �PO � 2SBKD . DOCUMENT NOT CONSIDERED FINAL -Y2- +55.00 ' UNLESS ALL SIGNATURES COMPLETED 65' LT & ' . 45' LT & � G �, /� � EX. 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I L I I I I �I II I I I I I � . . I . . - I . _I _ . . . . . . . i . . . . . . . II II . . --- - - - - - . -. - _ L ' ._,. ! 1 1 _ , . . . _' ' 930 __ _ ' _ _ _ _ ---- ___ ____ �--- __ -- -- 930 __ - . - - - - I _- �_�-_ _._-. ,_ L�. ,_,_ �. �._,- --. _ -� - - ' — - -_: ` _ — _ _ _ — — -- _. - - -- - - - - - - - - - I - - - I _l ! _J _ I ! -- J_ I _ i I ! I _ _' ___ ' __-_ i-! ! ' ' i � � �� � � �� �� � �� , ,„ �� � �, �� _ - - � _ _ _ 920 : : : : : : : : : : : : : : : :-_ - 920 __ _ _ _ i __ - -- - 1 _ i _ _ _ _ _ i I I J i I l J _ � _ � � I �I I I �, I _ � . � . _ � � � I � 910 � � � � � � � � � � � � � � � � � � � � � � � � � � � 910 22+00 23+00 24+00 25+00 26+00 27+00 28+00 DRY DETENTION *NOT TO SCALE* BAS I N HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 -� ---- �� � RIP RAP LINED FOREBAY CLASS 'B' RIP RAP 12" MIN THICK UNDERLAIN WITH IMPERMEABLE GEO-TEXTILE TRANSITION SLUICE GATE A BERM 5' MIN D VARIES, SEE PLAN � �:1 � �� PRIMARY B � ORIFICE� FILTER FABRIC � CLASS 'B' RIP RAP � 18" THICK SUMP POOL WIDTH OF STRUCTURE - TO COLLECT SEDIMENT AND DEBRIS TABLE 1 C � � V) J H Q � W 0 Z H N Q m � 0 � _, � H � � � ' N a � r � � � a i H � � m o � o 0 U � Q Z N U o� ' ,�, v o � � m M i a v� � w � z � � W H I..� � � i w � 0 � m � � � O N N � \ � �o ' � � � o } � � a � 0 o w � � � , �Q � o a a� o � U o c 0 0 U � � U � � a � � + � � o � 0 0 U V i Z Z C � � O w J L � H + H = � � N � � � � w o w � J (n H d � L.� N Z O N > W � TYPICAL SECTION NTS TRASH RACK (SEE DETAIL 2D-4) � MAINTENANCE BERM �---- � - � �1' MIN 1 EXISTING GROUND LINE OUTLET PIPE SEE STRUCTURE TABLE FOR SIZE AND DOWNSTREAM STRUCTURE � 8" MAINTENANCE DRAIN ORIFICE 1-FOOT BELOW BASIN BOTTOM ELEVATION 2'X2'X4" CONCRETE PAD ELEVATIONS FOR DRY DETENTION BASIN A B C D E STATION (INLET PIPE (FOREBAY (BOTTOM (FOREBAY (TOP OF INVERT) BOTTOM) OF BASIN) BERM) BERM) -Y1LPA- 15+00 RT $79.00 876.00 875.00 879.00 881.20 -Y1LPD- 14+50 RT 898.00 892.00 891.00 895.00 897.30 -L- 357+88 LT 929.50 926.00 926.00 930.15 932.00 O UTLET CO NTRO L STRU CTU RE *NOT TO SCALE* TRASH RACK HINGES (THIS SIDE) TOP ELEV. TRASH RACK (SEE DETAILS SHEET 2-_) � S = o PRIMARY ORIFICE DRAWDOWN ORIFICE PLATE (ORIFICE TRASH RACK NOT SHOWN FOR CLARITYj - \/ / �( \/ / \/ / �( \/ / �\/ / � ,�.� v� v�� v� v� DRAWDOWN ORIFICE PLATE (ORIFICE TRASH RACK NOT SHOWN FOR CLARITY) - N v SLUICE rn GATE � 2,�c2,X4„ CONCRETE _ PAD, TYP TRASH RACK HINGE �� u B DRAWDOWN (0) ORIFICE SIDE 1 SLUICE GATE S C C C C STEPS @ 12" O.C. (STD. DRWG. 840.66) MAINTENANCE DRAIN ORIFICE BASI N ,� ELEV. �� v�� v��v�� v�� v� 2'x2'x4" CONCRETE PAD, TYP VARIES SEE TABLE S PRIMARY S _ ORIFICE MAINTENANCE DRAIN ORIFICE 8" MIN � STEPS @ 12" O.C. (STD. DRWG. 840.66) S TRASH RACK HINGE FILTER FABRIC SUMP POOL b'LX 2'W SEDIMENTA�.� ���.�„ COLLECTION LINED W/ CLASS 'B' RIP RAP,18" THICK OUTLET PIPE (P) -� SIDE 2 PLAN VIEW TRASH RACK NOT SHOWN FOR CLARITY M W � t/� �� � ��.-� SIDE 2 SIDE 3 NOTES: 1. NO BEDDING MATERIAL TO BE USED. THEREFORE, DO NOT FOLLOW STANDARD DRAWINGS FOR METHOD OF PIPE INSTALLATION FOR OUTLET PIPE THROUGH EMBANKMENT. 2. 8" MIN. ORIFICE WITH SLUICE GATE IS FOR MAINTENANCE AND SHOULD REMAIN CLOSED DURING NORMAL OPERATION. A GATE VALVE MAY BE USED IN LIEU OF THE 8" SLUICE GATE. 3. SLUICE GATE SHALL PROVIDE WATERTIGHT SEAL. PROVIDE ADEQUATE CLEARANCE FOR GATE OPERATION AND FOR PROPER SEATING OF GATE OVER PIPE. 4. SELECT BOX STANDARD AS REQUIRED TO ACCOMMODATE SLUICE GATE AND ORIFICE TRASH RACK WIDTH. 5. ENSURE TRASH RACK OPENS FREELY AND WITHOUT INTERFERENCE WITH SLUICE GATE. 6. FOOTER DIMENSION (B) IS ADJUSTED FOR ANTI-FLOTATION. 7. WATER TIGHT SEALS ARE REQUIRED AT ALL PIPE CONNECTIONS TO STRUCTURE. MINIMUM DIMENSIONS FOR OUTLET CONTROL STRUCTURE TOP MAX. OUTLET DRAWDOWN DRAWDOWN CTL. STR. MAINTENANCE MAINTENANCE PRIMARY PRIMARY STRUCTURE S B ELEVATION STORAGE CONTROL PIPE ORIFICE ORIFICE STATION NUMBER (INCHES) (INCHES) CONTROL DEPTH(D) STRUCTURE DIMENSIONS DIAMETER(P) ORIFICE ORIFICE ��� (�) ORIFICE ORIFICE b' MIN. 6" MIN. (W x L x H) DIMENSION INV. ELEV. DIMENSION INV. ELEV. STRUCTURE FEET INV. ELEV. INCHES DIMENSION INV. ELEV. -L- 357+88 LT 2611 6 12 930.15 4.15 925.00 4 x 4 x 4.15 36 1@8" DIA 925.00 1@2" DIA 926.00 - - -Y1LPA- 15+00 RT 0598 6 24 880.00 5.00 872.00 4 x 4 x 8.50 36 1@8" DIA 874.00 1@1.9" DIA 874.00 30"x24" REC 877.50 -Y1LPD- 14+50 RT 0590 6 20 896.30 3.60 888.50 4 x 4 x 8.30 30 1@8" DIA 890.00 1@1.5" DIA 890.00 1@16" DIA 894.60 ��..���. (P) � FLATIRON �Ypt�e PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. SHEET NO. 2 D-1 HYDRAULICS ENGINEER NOTES: 1. SEE PLANS FOR LOCATION AND BASIN DIMENSIONS. 2. IF SEASONAL HIGH WATER TABLE (SHWT) IS WITHIN 2' OF THE MEDIA FILTER BOTTOM, CONTACT THE NCDOT HYDRAULIC UNIT PRIOR TO CONSTRUCTION. 3. ALL DISTURBED BASIN SLOPES DRAINING INTO THE FILTRATION BASIN SHALL BE SODDED WITH FESCUE SOD. 4. ACCESS BERM SHALL BE PROVIDED TO ACCESS CONTROL STRUCTURE ON ALL BASINS AS SHOWN IN DETAIL. c � � vi J H Q � W 0 Z H N Q m � � 2 � t � a r � a � 0 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � a � 0 0 U Z W � H � � � � O � V M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L t � L.� � � W O W J J (n H d � L.� C � � _ � � � � _, � H � � � ' a N L � � � a � i H H � m � � � 0 � U � Q Z � U V � W N � J �p m M / a v� H W 2� Z � � W H I..� � � i W i 0 i O� � � � O N N � \ � CD � .--� C � O } � � a � 0 o w � � � , � Q � o a N O � U � i O C O 0 U � ' U � � � � Q + � � O C � O U V � Z Z C � o 0 w J L � H + H = � � N � � � � w o w � J (n H d � L.� N Z � N � W � D ETAI L 5-1 SPECIAL CUT DITCH ( Not to Scale) Front p� Ditch Natural � b'1 ,�,�gt Slope Ground ?• j p F�a Min. D= 1 Ft. FROM STA. 9+ 49 TO STA. 9+ 60 -Y1J- RT F ROM STA. 9+ 60 TO STA. 10 + 40 -Yl J- RT F ROM STA. 9+ 70 TO STA. 10 + 86 -Yl J- LT FROM STA. 13 + 75 TO STA. 15 + 35 -Yl D- LT FROM STA. 13 + 80 TO STA. 14 + 30 -Yl D- RT F ROM STA. 16 + 80 TO STA. 17 + 17 -Yl C- RT FROM STA. 18 + 20 TO STA. 18 + 50 -Yl C- LT DETAIL 5-2 SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural � b•� ,��ec Slope Ground 4' j D Q\d' Min. D= 1 Ft. FROM STA. 61 + 00 TO STA. 61 + 77 -L- LT F ROM STA. 61 + 00 TO STA. 61 + 72 -L- RT FROM STA. 62 + 62 TO STA. 63 + 16 -L- LT FROM STA. 62 + 58 TO STA. 63 + 11 -L- RT D ETAI L 5-3 LATERAL BASE DITCH ( Not to Scale) Natural �� Ground ?.� p rL•:� 1'yFt. Fill Slope � o � Min. D= 1 Ft. I�•� B - 2 Ft. b = 5 Ft. FROM STA.28+67 TO STA. 27+50 -YIRPA- RT FROM STA. 14 + 57 TO STA. 14 + 70 -Yl C- RT FROM STA. 16 + 00 TO STA. 16 + 80 -Yl C- RT FROM STA. 15 + 36 TO STA. 18 + 20 -Yl C- LT FROM STA. 13 + 70 TO STA. 15 + 36 -Yl C- LT FROM STA. 43 + 50 TO STA. 46 + 02 -Yl- RT DETAIL 5-4 LATERAL BASE DITCH ( Not to Scale) Natural I � ' Fill Ground ?7 p �,'.� 1'iFt. Slope d GEOTEXTILE g Min. D= 1 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class 'B' Rip-Rap b= 5 Ft. F ROM STA. 14 + 70 TO STA. 16 + 00 -Yl C- RT FROM STA. 12 + 40 TO STA. 13 + 70 -Yl C- LT FROM STA. 69+20 TO 70+50 -L- RT D ETAI L 5-5 LATERAL BASE DITCH ( Not to Scale) Natural � �'� ' Fill Ground ?'I p �,:� 1'iFt. Slope d GEOTEXTILE B Min. D= 1.5 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class 'B' Rip-Rap b= 5 Ft. FROM STA. 13 + 50 TO STA. 14 + 60 -Yl I- LT FROM STA. 67+97 TO STA. 69+20 -L- RT FROM STA. 17 + 30 TO STA. 18 + 30 -Yl LPA- LT D ETAI L 5-6 LATERAL BASE DITCH ( Not to Scale) Natural �� Ground ?.� p •L•:� 1'%Ft. Fill Slope � o � Min. D= 1 Ft. �� �►� B = 2 Ft. b = 5 Ft. FROM STA. 28+20 TO STA. 30+30 -Yl- RT FROM STA. 14 + 84 TO STA. 17 + 30 -Yl LPA- LT D ETAI L 5-7 LATERAL 'V' DITCH ( Not to Scale) � � Natural t- Fill Ground 2.� �,•1 1'YFt. Slope D Min. D= 1 Ft. b = 5 Ft. FROM STA. 14 + 50 TO STA. 15 + 25 -Yl LPD- LT FROM STA.27+45 TO STA.28+20 -Yl- RT FROM STA.26+90 TO STA.27+09 -Yl- LT F ROM STA. 2 8+ 94 TO STA. 2 8+ 67 -Yl RPA- RT FROM STA. 46 + 02 TO STA. 48 + 00 -Yl- RT FROM STA. 30+30 TO STA. 33+35 -Y1R- RT Natural Min. D= 1 Ft. b = 5 Ft. DETAIL 5-8 BERM 'V' DITCH ( Not to Scale) � � � D �'� RDWY FROM STA. 37 + 50 TO STA. 39 + 00 -Yl- RT DETAIL 5-9 SPECIAL CUT DITCH ( Not to Scale) t Front � Ditch Natural �1 ,�e� Slope Ground 4'I D F�� d Type of Liner= PSRM Min. D= 1 Ft. Max d = 1 Ft. FROM STA. 17 + 50 TO STA. 15 + 25 -Yl LPD- LT D ETAI L 5-10 STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground Q.� �.'� Ground D Min. D = 1 Ft. FROM STA. 20 + 38 TO STA. 20 + 88 -Yl RPD- LT DETAIL 5-14 FALSE SUMP ( Not to i Scale) � Median Ditch � 9" -� 2' (See Chart Below) ->,�- 20' �{ �S_ S = Ditch Slope C� Proposed Ditch D ETAI L 5-11 LATERAL 'V' DITCH ( Not to Scale) � � Natural �- Fill Ground 2.� �,•;� 1'%Ft. Slope D Min. D= 1.5 Ft. b = 5 Ft. F ROM STA. 13 + 10 TO STA. 14 + 84 -Yl LPA- LT D ETAI L 5-12 BERM BASE DITCH ( Not to Scale) . Min. D= 1 Ft. B = 2 Ft. b = 5 Ft. � F•=-�a e?' ! RDWY FROM STA. 39 + 00 TO STA. 43 + 50 -Yl- RT HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 D ETAI L 5-13 STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground 1 Ground ?.� p �y. Min. D= 1 Ft. FROM STA. 28+11 TO STA. 28+20 -Yl- RT DETAIL A � FLATIRON DETAIL 5-15 .� a FALSE SUMP � � ( Not to Scale) � � O � Outside Ditch �J2.0-� Tra ic Flow ,�0•� 20: � � � GI �- s � etc. S= Ditch Slope � Proposed Ditch D ETAI L 5-16 OUTLET CHANNEL PROTECTION ( Nof To Scale) NaTural Bed Elevation tural Natural Groun Ground �, 1 ti• 1.5' Geotextile �� Channel Bed (Variable) Type of Liner= CL 'I' RIP RAP STA.20+58 -Y1LPA- RT DETAIL 5-17 BANK STABILIZATION AT JURISDICTIONAL STREAM ( Not to Scale) NATURAL BED ELEVATION Natural Natural Groun Ground �,5� GEOTEXTILE Type of Liner= CL I Rip-Rap STA. 26 + 22 -Yl RPD- D ETAI L 5-18 TOE PROTECTION ( Not to Scale) o,�,�et F� Natural .y.1 °��S\oQe Ground , b , F� �� d d = Ft. b= Ft. Geotextile Type of Liner= CLASS B Rip-Rap FROM STA. 24 + 00 TO STA. 26 + 19 -Yl RPD- LT FROM STA. 26+26 TO STA. 27+89 -Y1RPD- LT NEW STREAMBANK� SHALL BE TREATED AS SPECIFIED IN PLANS EXTEND CHANNEL BLOCK MIN. OF BEYOND INVERT FLOW OF EXISTING CHANNEL � CHANNEL INVERT � � F�O� ./ /� MIN. iTH UNCOh7PACTED BACKFILL COMPACTED BACKFILL BACKFILL 1.5' 5' Min. 1' 10' FINISH GRADE i, �� COMPACTEDJ � BACKFILL M�N ,.o' DEPTH SECTION A-A #57 STONE SECTION B-B CHANNEL BLOCK NOT TO SCALE PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2 D-3 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLAN RIP-RAP, � COMPACTED CLASS I BACKFILL NOTES: 1) CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2) BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING CHANNEL AND PROPOSED CHANNEL. 3) BOTTOM OF BLOCK SHOULD BE A MINIMUM OF BELOW THE INVERT OF THE EXISTING CHANNEL. 4) BLOCK SHOULD EXTEND A MINIMUM OF BEYOND THE LIMITS OF THE EXISTING STREAM CHANNEL. 5) INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS IMMEDIATELY AFTER GRADING. 6) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF THE ENGINEER. �Ypr�e DETAIL B RIP-RAPPED ENERGY DISSIPATOR BASIN DIM. RIP RAP BASIN # (ft) 1 2 3 4 5 6 7 8 9 A 2.01 3.51 3.51 2.49 2.49 2.01 2.01 3.51 3.51 B 1.34 2.34 2.34 1.66 1.66 1.34 1.34 2.34 2.34 C 2.25 4.40 2.86 3.34 3.33 1.70 1.77 2.98 4.13 � 0.91 2.06 0.52 1.68 1.67 0.36 0.43 0.64 1.79 E 5.0 11.0 3.0 9.0 9.0 2.0 4.5 3.0 9.0 F 12.0 24.0 13.0 21.0 20.0 9.0 11.0 12.8 20.4 G 10.0 21.0 12.0 17.0 17.0 8.0 7.5 11.0 17.9 ALL DIMENSIONS APPROXIMATE BASIN # LOCATION (AT OUTLET) 1 -Yl C- 14 + 57 RT (05108) 2 -L- 127+52 RT (1001) 3 -Y3RPC- 25+65 LT (1110) 4 -Y3RPA- 21 +52 RT (1148) 5 -Y4- 28 + 74 LT (1323) b -Y4- 44 + 56 LT (1401) 7 -L- 303 + 67 LT (2207) 8 -Y8- 29+84 LT (2818) 9 -L- 410 + 50 RT (3104) � CUWERT 2:1 4TU RAL 20UND � i STA.11+30 -Y3RPD- LT STA. 2 04 + 2 7-L- LT DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED SEE SHEET 120 FOR -Y9- PROFILE RIP RAP NOT SHOWN a 'i 2 �� k CULVERT 2�1 2:�� � N RIP RAP NOT SHOWN APRON F I � � SECTION EXTEND CHANNEL BLOCK�� �� MIN. OF BEYOND LIMITS OF EXISTING CHANNEL p LAN V I EW c � � _ � � 0 � _ � � � a r � a � 0 0 U Z w J m a � z w � t a 0 � � c a� � O O U � � Q H O � U Z W � H � � � � v .-� � N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U C O L t � L.� � � W O W J J (n H d � L.� RAL-CND54551 MG,11 /15/2018,\\ralmain\PW External\7147\10111 S91 \Roadway�U2579DEF_RDY_ROW_Parcels.xls STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL lNDEX SHEET PARCEL No. SHEET No. PROPERTY OWNER NAME 001 35 DONALD G VADEN & KENNETH R VADEN 002 35 THURSTELLC 003 35 GEORGE H JONES 004 35 THOMAS L. WHITE, JR. 005 35 JACK M. KIGER AND WIFE BETTY S. KIGER 006 35, 38 GOLDIE S. SEYMORE 007 38 BARBARA TAYLOR SNIPES 008 38 WALTER H. KIMEL AND WIFE BONNIE KIMEL 009 38 KATIE WOOD GALYEAN 010 38 MARTHA KIT WEBSTER BINKLEY 011 38 JANET B. CROMER 012 38 SAMUAL P. BAKER AND WIFE SANDRA L. BAKER 013 38 PATRICIA N. AYERS 014 5, 38 GRACE S. ADKINS, HEIRS 015 38 MARTHA KIT WEBSTER BINKLEY 016 5 LACY B. HEFTY 017 5 ALLEN E. DUNNAGAN AND WIFE SHARON G. DUNNAGAN 018 5 RAYMOND MABE, JR, AND WIFE WANDA MABE 019 5 ASHLEY N PRIDDY 020 5 JOEL S FREEMAN 021 5 SUSAN K ZILGAR 022 5 ZIGLAR INVESTMENT CO 023 35 WILLIAM DONALD HILL 024 35 R. H. JOHNSON CONSTRUCTION COMPANY, INC. 025 5, 35 NANCY K. ENGLAND 026 5, 35 DALLAS TERRY ENGLAND G.D. ENGLAND HEIRS 027 5 THOMAS W. LUPER 028 5 JOHN S. SLATE, JR. AND WIFE CAROLINE J. SLATE 029 5, 6 PATRICK SHARPE 030 5 THREE PROPERTIES, LLC 031 5 AMANDA MICHELLE LAWSON 032 5 LEON G. TAYLOR AND WIFE ELAINE Y. TAYLOR 033 5 OLD TOWN TELEPHONE COMPANY 034 5, 36 D-2/DAIRIO, LLC 035 36 LOIS S. PIKE HEIRS 036 36 JEFFERY D. SPEAKS 037 36, 40 RICHARD DAVID LANCASTER AND WIFE ELIZABETH M. LANCASTER 038 36, 40 DAVID J& YOSHIE M SHOUSE 039 40 CATHLEEN M VEGVARY 040 40 WILLIAM E. COWPER 041 40 HARRIETT EATON POWELL 042 40 SUSAN G& RICHARD E HARTMAN JR 043 40 ERICA MAE HILL 044 40 PERRY W. HEMMINGS AND WIFE MELBA H. HEMMINGS 045 5 WILLIAM EUGENE HAMLIN AND WIFE LISA W. HAMLIN 046 6 WILLIAM E HAMLIN 047 5,6 WILLIAM E HAMLIN 048 5,6 KENNETH J. WRAYAND WIFE WILMA WRAY 049 36 GRADY R. HAWKS AND WIFE MARY S. HAWKS 050 36 PARKER CHEVROLET, INC. 051 36 THE FIRST BAPTIST CHURCH OF STANLEYVILLE 052 36 DORIS & RICHARD LAWSON 053 36 MELISSA GAIL WILSON TERRY DALE LAWSON 054 36 ELSIE MOSS & ROBERT RAY CREWS SR. 055 36 ROGER L. COOK 056 5 CAROL D. COX, LLC 057 5 MELISSA G WILSON & MARK E LAWSON 058 5 ROBERT L. SASSER AND WIFE REBECCA A. SASSER 059 5 FREDERICK S. COOKE AND WIFE BEVERLIE K. COOKE 060 39 V. E. VEACH PARCEL No. SHEET No. PROPERTY OWNER NAME 061 39 ROGER A. JOLLY AND WIFE GAYLE T. JOLLY 062 4 MELROSE R SMITH HEIRS 062A 4,5 KELLY BLUE, LLC 063 4 REECE RENTAL PROPERTIES LLC 064 4 AVA JOY CECIL 065 4 JERRY WAYNE TRIVETTE AND WIFE SADIE J. TRIVETTE 65A 4 REGINA M HUTSON 65B 4 MELISSA G WILSON & MARK E LAWSON 066 39 SHIRLEY T. SMITH AND HUSBAND TOMMY L. SMITH 067 39 MICHAEL WAYNE MOSER AND WIFE TAMMY H. MOSER 068 39 PATRICK HENRY O'CONNER, JR. 069 36,39 DEREK LEE LAWSON RICHARD BRET LAWSON 070 36 RICHARD L. LAWSON AND WIFE DORIS LAWSON 071 36 MELISSA GAIL LAWSON AND HUSBAND TERRY DALE LAWSON 072 36 LARRY WAYNE EUBANKS AND WIFE SHANNON L. EUBANKS 073 39 MELISSA GAIL LAWSON AND HUSBAND TERRY DALE LAWSON 074 36 FIRST BAPTIST CHURCH OF STANLEYVILLE 075 6,7,41 DANIELJOHN WILLIARD 075 6,7,41 GARY D. CLODFELTER AND WIFE TONYA C. CLODFELTER 075A 6,7,41 KIMBERLY M. CUDA 076 6,7 CAROL SPARKS PERRYMAN HEIRS 077 6,7,42 THOMAS R. STYERS, JR. AND WIFE JANET GROCE STYERS 078 42 IGLESIA BAUTISTA EI CALVARIO & IGLESIA BAUTISTA EI CALVARIO TRUSTEES 079 7,8,42 ALMA C. CLAYTON TRUST 081 41 MARIE M. MCHONE 082 7,41 WARREN RENWICK AND WIFE PATRICIA P. WARREN 083 8,9 NOEL WAYNE CANNOY, JR AND WIFE BARBERA J. CANNOY. 084 43 NO NAME 085 43 KENNETH A. & NORMA BLAKELEY 086 43 MARGIE F. GORDY & MARY R. NEELY 087 43 CARL R. & SALLIE L. CROUSE 088 43 THOMAS J. TURNER 089 43 RANJI M. PATEL 090 43 MELANIE V. WILLIAMS 091 43 CURTIS BOWEN 092 43 DAHNA R. MASSEY YOUNG & DIANA L. MASSEY ROSS 093 43 EMMET M. OGBURN 094 43 NANCY C. CARTER 095 11,43 LILA L. COATS 096 11 BILLY J. NUCKOLLS 097 11 BERNICE D. BYRD 098 11 THURMAN W. GARVEY, JR 099 11 CARLOS A. & ETHEL Y. BONILLA 100 11 BONNIE L. YOUNGER 101 11 TAMARA JO HILL 102 11 JAMES W. BEARD AND WIFE BOBBIE BEARD 103 11 RONNIE L. MERRITT 104 11 CITY OF WINSTON-SALEM 105 11,12 FRANCES HENDRIX 106 44 ROBERT W. & JOAN WOOD 107 44 JAMES W. & ANN D. LAWSON 108 44 JAN R. LITTELL 109 44 BARRY D. & DAWN S. HATCHER 110 44 PAMELA H. BOWLES 111 44 NANCY W. DOWNING 112 44 GEORGE D. & SUSAN W. CARTER 113 44 HERMAN D. & CARLEEN P. MARTIN 114 44 CLAUDE A. WHITTINGTON 115 44 GEORGE C. ELLIS, SR 116 44 JERRY L. & LILLIE I. McMILLIAN RAL-CND54551 MG,11 /15/201 S,\\relmain\PW Extemal V 147\10111891 \RoadwayW 2579DEF_RDY_ROW_Parcels.xls STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL INDEX SHEET PARCEL No. SHEET No. PROPERTY OWNER NAME 117 11 GARLAND J. GLASCOE 118 11 JASON E. SMITH 119 12,46 TIMOTHY R. LAUCK 120 12,46 MELVIN H. COOK 121 12 MAYE A. BOLES 122 46 DEWEY JOE MEADOWS, JR. 123 12,13 RAY E. & NANNIE S. SMITH 124 12,13,48 JAMES W. SMITH 125 13,46 CHURCH REAL ESTATE INVESTMENTS, LLC 126 13,14,48 BILL J. & NAOMI CROSIER 127 13,14,48 PHIL MONEY 128 13,14 BETTY E. KOEHN 129 12 R.V. BOWERS 130 44 C.W. MYERS TRADING POST, INC 131 9,10 HUBBARD REALTY OF WINSTON-SALEM, INC 132 48 INEZ TUTTLE 133 48 DEANNA H. PARNELL 134 48 CHARLES & SABRINA ATCHLEY 135 48 ERNESTO CORTES 136 48 MARGARET C. SIMMONS, HEIRS 137 14,48 LINDA B. & EDDIE W. CULLER 138 14,48 ERIC DAVIS 139 14,48 XOB C. VANG & YENG YANG 140 14 WILLIAM B. MARTIN 141 14,47 JUNIOR R. LINEBERRY 142 47 ARLENE EASTER DUDLEY 143 47 BOBBIE B. MORRIS 144 47 RANDY P. HULL and, TRAVIS D. HULL 145 47 PHYLLIS ROGERS 146 47 PATRICIA A.W. ESTES 147 47 IH2 PROPERTY NORTHCAROLINA LP 148 15,16 SARAH S. ROBERTS 150 15 DANNY L. & DARLA S. LOFLIN 151 16 ALBERTA D. HAYES 152 18 CARLMARSHALL 153 18,19 WILLIAM G. BENNETT 154 18 SAMUAL R. & EMMA J. HURSH 155 19 RITA S. FRINZI 156 19 HERMAN W. BENNETT 157 19 PATRICIA J. BENNETT & WILLIAM G. BENNETT 158 19 JOHN BAKER PLUMBING AND UTILITIES, INC. 159 19 DONALD L. CUMMINGS 160 19 GODFREY REAL ESTATE, LLC 161 19 GWENDOLYN C. RICHARDSON 162 18,19 DIANE W. LAWSON 163 19 PERRY L. JONES 164 19 PHILLIP E. HOLT 165 50 LINDA LOU RUSH WILLIAMS & RICHARD L. WILLIAMS 166 19,50 SAMUEL A. & LYNDA D. GILLEY 167 19,50 RANDY L. PRIDDY 168 19 THOMAS LAWSON 169 19 LINDA N. CARROLL 170 19 DAVID C.& DAPHINE B. SAMS 171 19 CURTIS M. BEAVER 172 19 LIGON ELECTRIC SUPPLY CO. INC. 173 19 SILAS C. COOK 174 19 CHARLES R. & JOY S. BEAVER 175 19 MARK EDWIN & MELISSA GAIL LAWSON 176 49 MARGARET M. & CORNELIUS B. HANRAHAN 177 49 BOBBY L. & SANDRA ARMSTRONG PARCEL No. SHEET No. PROPERTY OWNER NAME 178 49 GWENDOLYN RICHIEZ 179 49 MARY M. & WILLIAM HOWELL, JR. 179A 49 EVERETTE L. MCGEE HEIRS 180 19,20 VICKY S. & LARRY C. BOTTOMS 181 20 ROBERT D. HOSKINS 182 20 TIMOTHY WILLIAM & CHERYL SNYDER DINKINS 183 20 PAUL D. & WANDA JONES 184 20 NORTHWEST MINISTRY SPECIAL INTEREST CENTER 185 51T STEPHEN L. & VICKIE M. SNEAD 186 20 LARRY H. & BETTY WELCH 187 20 VELNER A. SMITH HEIRS 188 20,21 DARYL W. & MARY G. CHAMBERLAIN 189 24 FRANKLIN R. & DOROTHY D. SMITH 190 24,25 GARY W. & PATRICIA PEGRAM 190A 25,52 CALVARY HILL CHURCH OF GREATER DELIVERANCE 191 24,25 WELDON G. & CHERYL W. BRANNOCK 191A 24 CORNERSTONE HOME CONSTRUCTION 192 24,25 MICHAEL S. HAYNES & JAMES H. SMITH 193 25 JOHN MARTIN & BRITTANY LEIGH STOLTZ 194 25,52 WILLIAM E. & KAREN M. STOLTZ 195 26 JENIFER S. HAIRSTON 196 26,27,54 AHMAD ABDULL DEEB & SIHAM I. RAHHAL 197 27 RANDY E. & VALINDA SIZEMORE 198 25 CEDAR GROUP, LLC 199 25 HEATHER RIVERA 200 27 LISA D. LANGLEY & HELEN K. DEAN 201 27 LISA D. LANGLEY & HELEN K. DEAN 201A 27,28,54 HB HOLDINGS GROUP, LLC 202 53 PAUL R. ELLIS 203 28,53 DB 1488 PG 1025 204 28,29 JULIA S. ELLIS 205 28 SHERRELL D. WHICKER 206 28,54 SHIRLEY W. NOAH 206A 28,29,54 ERIC & CHARMAINE GAINES 206B 29 X 206C 29 X1 207 28,55 X2 208 28,29,55 X3 209 28,29,55 X4 210 29,56 LUTHERAN HOME WINSTON-SALEM PROPERTY, INC. 211 26,27 CURTIS R. & BETTY S. COX 212 4 CAROLINA SIGNS & LIGHTING INC 213 35 BUNCE INVESTMENTS, LLC 214 35 JOE BILL NAYLOR, JR. AND WIFE VERONICA EAST NAYLOR 215 35 MUZAFFAR BUNCLAWALA 216 36 MICHELLE T. CHILTON 217 36 6253 UNIVERSITY PARKWAY LLC 218 36 OPAL D. MARION 219 36 MICHAEL T. CLAY AND WIFE PATSY H. CLAY 220 36,37 STANLEYVILLE, LLC 221 36,37 JAMES H. GILLY, JR. 222 37 ADVANCE STORES CO. INC. 223 5,38 SAMUEL & SANDRA BAKER 224 44 LAZARO FLORES-CASTAN & LORENZA S. HERNADEZ 225 45 BETHANY BAPTIST CHURCH OF WINSTON, INC. 226 11,46 RUTH S. DOWELL and husband, BENJAMIN F. DOWELL, JR. 227 12 LOUISE B. WELBORN 228 48 BINH NGUYEN 230 19,49 JOHN E. SMITH 231 20,51 B JOSEPH H. & SHERRY DAVIS RAL-CND54551 MG,11 /15/201 S,\\relmain\PW Extemal V 147\10111891 \RoadwayW 2579DEF_RDY_ROW_Parcels.xls STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL INDEX SHEET PARCEL No. SHEET No. PROPERTY OWNER NAME 232 25 RAYMOND L. & NANCY S. GOSNELL 233 25,52 SUE P. WALLS HEIRS 234 52 JAMES E. LOWE & ANN W. LOWE 235 28,54 JEFFREY S. NOAH 601 27,28 BILLIE JOE & CAROLYN N. BULLINS 602 25 DELORIS O. WATKINS 603 27,53 CARMIE J. PAUL 604 20,51 B JOSEPH H. & SHERRY DAVIS 605 19,20 FRANK J. & CAROL GIRRARD 606 20 JEFFREY S. KISER, TRUSTEE 608 25,26 C.B. WESTMORELAND HEIRS 609 27,53 JANET L. SNOW 610 25 JOHN M. & GAYLE L. CUNNINGHAM 611 25 MARK & LINDA HOLT 613 19 STEPHEN D. NELSON 614 11,43 EARL B. HIATT, JR 615 47 MICHAEL D. FULK 615A 9,10 HUBBARD REALITY OF WINSTON-SALEM, INC 616 16,17 PROVIDENCE MORAVIAN CHURCH 617 19 PAUL DAVIDSON BLANCHARD 618 47 FRANK R. DORN 619 47 JARVIS R. FULP 620 19 MARTY J. & REBECCA A. GUFFEY 621 47 CHRISTOPHER R. MITCHELL 622 47 KEN A. BLACKFORD 623 19 CHARLES J. & BRENDA G. BENTLEY 624 44,45 BETHANY BAPTIST CHURCH 625 18,19 GLENN E. THRUSH 626 19 HAROLD L. & MARGARET M. TUCKER 627 19 LINDA A. SMITH 628 17,18 WILDON C. FLAKE, JR. 629 44 ROBERT N. & TERESA Y. BIAS 630 47 DARRELL J. & AMBER C. ROGERS 631 43 HOWARD L. & OZIAH HAWKS 632 11,43 ASHLEY R. STEWART 633 44 SHIRLEY T. COOK 633A 11,44 SHIRLEYT. COOK 633B 11 SHIRLEY T. COOK 634 11,12 SAM B. & MILDRED G. SMITH 634A 11 SAM B. & MILDRED G. SMITH 634B 11 SAM B. SMITH 635 7,8,9 ALMA C. CLAYTON TRUST 636 11,44 HENRYA. & REBECCAS. LEWIS 637 5 JAMES TURPIN MARJORIE T. HUTCHENS 638 36 THOMAS & NANCY GRIFFIN 639 5 HARRY L. LOWRY AND WIFE SANDRA P. LOWRY 640 38 LINDA G SMITH 641 11 JOHN E. SUMNER 642 5 GEORGE DA SILVA 643 11,43 LB3,LLC 643A 11,43 HILO ENTERPRISE LLC & RANDY D. SAPP 644 11 TABITHA L. BEANE 645 5 MARILYN E. WEBB 646 39 PAUL R. KAUTZ AND WIFE CHRISTINE B. SHOUSE KAUTZ 646A 5 CHRISTINE B. SHOUSE KAUTZ 646B 5 CHRISTINE B. SHOUSE KAUTZ 646C 5 CHRISTINE BLAYLOCK SHOUSE 647 6 DANIEL JOHN WILLIARD 648 36,39 HOWARD C. CREWS AND WIFE RACHEL G. CREWS PARCEL No. SHEET No. PROPERTY OWNER NAME 649 5 MARY H. HOOPER TRUSTEE & MARTHA H. ALDRIDGE 650 10 GLENN & TAMMY BURCHETTE 651 36 ESH RENTAL PROPERTIES LLC 651A 5 ESH RENTAL PROPERTIES LLC 652 36 TERRY W. RODDY AND WIFE DEBBIE B. RODDY 653 53 TIMOTHY BARDIN 654 12,13 BEVERLEY GAY DEZARN 655 20,21 CHRIST RESCUE TEMPLE CHURCH 656 5 JOHN B. CLOUD 657 43 ARTHUR C. CARTER, TRUSTEE 658 14 LANDIS P. & JANET M. BULLINS 659 27 GOGER CURTIS COX & BETTY SNOW COX 661 25 GLEASON J. & DARLENE C. JAMES 662 5 JAMES H. JESSUP AND WIFE NORMA J. JESSUP 663 14,47 APOLINAR MENDEZ 664 11 RUBY SMITH 665 11 MANDY S. ANDERSON 666 44 JOHN HENRY SPAINHOUR & SONS GRADING CO. 668 14,15 ROBERT ALLEN LAKEY and wife, PORTIA LAKEY 669 43 EASTON CONSTRUCTION, INC. 670 6 CARROLL GARLAND 671 5 ARNOLD & DOROTHY GRIFFITH 673 25 KAREN L. CHANDLER 674 14,15 DAVID TODD PENRY and wife DAMITA SHIELDS PENRY 676 19 DALE A. POOLE HEIRS 677 25 RONALD & CEREATHER K. MONROE 678 47 PEGGY W. WARD and husband, JAMES W. WARD 679 15 CARL A. & MARY E. BROWN 680 14,47 JASON K. HILL 682 4,5 QUALITY OIL COMPANY 683 4 C. W. MYERS TRADING POST, INC. 684 4 C. W. MYERS TRADING POST, INC. 704 21,22,23,24 REPUBLIC PROPERTIES, LLC "" w o1- PROJECT REFERENCE NO. SHEET NO. c � � v 0 � _ � � N � O 0 � N � � w o � � H � � `� N a � r � � � a i H H � m o � o � � Q Z N U � ' W N � � � m M i a v� � w � z � � w i--i � � � � w 0 � m � � � O N N � � , �o � � o } � � a � 0 o w ,y � � � � Q � p �. a� o � U O C O 0 U � � U � � Q � � � � � o � 0 0 U V i Z Z C � � O w J L � H + H = � � � � � � w o w � J (n H d � L.� D ETAI L 4-2 = a D ETAI L 4-1 � � FALSE SUMP STANDARD BASE DITCH ( Not to Scale) `n � ( Not to Scale) 0 � Natural Outside Ditch Natural 2.0'� Ground ?,� �.1 Groun Traffic Flow ,\�•;� 2�; j D I I GI Min. D= 1.8 Ft. I g I � s� etc. B = 3 Ft. r--•, FROM STA 50+43 TO STA 50+85 -L- LT S=Ditch Slope � Proposed Ditch DETAIL 4-4 "` � � � �' HDR Engineering, Inc. of the Carolinas U-2579D, E& F 4 �f 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 FALSE SUMP �,o N.C.B.E.L.S. License Number: F-0116 R�W SHEET NO. ( Not to Scale) Outside Ditch Traffic Flow ROADWAY DESIGN HYDRAULICS �p.� ENGINEER ENGINEER Z -� 2� 2 � 2 � � Sr�,� T STV Engineers, Inc. � j�/ � 900 West Trade St., Suite 715 GI � NCa License�Numbe�r�F-0991 �-g- etc. CAROLINA SIGNS & LIGHTING INC S=Ditch Slope � Proposed Ditch DB 3117 PG 886 � N o Q � N KELLY BLUE. LLC Q Rb A� --E JO N & � I I I z � 62 DB 2�53 PG 3249 D B' °5 Pc ,91Q T �-` 1Z JENNIFER �HITE � / ��� � -E � . - � -_� DB 2983 PG 4106 ,n, / � - _ _ -�E 6"STL � � � Z� • / \ , � � - - -G- - - - - - - _ _ E�--- �• � ---G----- -E � , � , � � • • E--. • � ' -�--�E � � � -. - - - -�- - - _ _ _ _ _� � DOCUMENT NOT CONSIDERED FINAL � �������� . . -�--� . S 2 768 ' �^ .� �- �== E f �� UNLESS ALL SIGNATURES COMPLETED P�EDMONT NqTURAI A CO INC EASEMENT (�j � � � + ' / DB 1905 PG 1910 c-�3 �j . � � • ,� . /� w � � . �� � � � ` �Ypt�je 12 B oo � � � �.� . �� _ J� . o � � . � � � FLATIRON Nc�H CARO�iNA JERRY I�AYNE CRANFILL � ���� DEPT.O TRA;K�PORTATION AND �IIFE � � �: �e� �._ � DB 870 PG 257 � M�. _ �---_�--- . . . . � � ' � � � EX. R�W8.00 OLyIA H. CRANFILL . . . . . � . � . � � � o � - o ., DB 2246 PG 578 �_�.. '� .- N-� DB 604 PG 302 ��/ �--- ., � � a � ' ��� 8 61- �P PUE PUE PUE PUE PUE E� P PUE PUE �Pl�� PUE PUE PUE PUE PUE Z UE 6 21, UE 88°38'�n..T_ PU -L- + 83.00 S 88, / 213' LT o� 5g-q�„ E f o : � -L- + 81.43 n, E � PUE PUE PUE PUE PUE PUE UE �� PUE PUE Z�P 200. ' T ,� N E�P �, 47" �MN FENCE � R� S NORTH CAROuNA , , , °�P�' � 9j9 ' DEPT. OF TRANSPORTATION � � Ex�s - ',A� ST�. 3 TO �P ��S•F DB 870 PG 257 � ���_ �� -L- +39.00 Q � 10 SY G TEXTILE, �C` --� �A� ' 200.00'LT _______________ C_ - EXISTING R/�y �C\ � � 040 `A � E�P ' STANDARD 3' BASE DITCH � � � � � � - - � � � R�� MoN � RiIN MoN. `A� , 18" CP-III W/CLASS 'B' RIP RAP � BEGIN TIP PRO.���T U-2579D,E&F � ;76.84'LT EST 31 TONS �__---- 0410 87 SY GEOTEXTILE 40 �� � W BEGIN CONSTRUCTION ,B W� '� SEE DETAIL 4-1 _������� O W W �°�- : -- �° ------- � _ _ + � ��� , _________- -�o � ,�-�r-- D � � �.;- � - , u'i N GRADING ONLY �B W�HZ � . �� ; � �, c�r� 40 18" RCP-III 40 40 � FS � 2G1 ; FS REMOVE W W TIE TC�-TIP PROJECT R-2247E6 RETAIN � � -- '---------- 2��-A -------------------------- ------------- ------- w � � - -�- - - W n ; _ � Cg N cr� -L- POT STA. 198+37.73 (BK) �B � -------�-------------- _ --------------- ----------------- ----- =------- N Q� � N -------� ---- -- ---- --------------------- =BL-101 ----------------- -------- 4 4 - ------- ------------- " -- -- --- - ----------------------- =- ----- SR 1840 US 52 N 25' BST y� -� - �- = -�� J � Q � � ; � LF �� N Z� ------ �------- --�, -------� �-------- ����� ---------�--------- ----- - � � ------- � --------------- ----_� c,o REMOVE --------- � -------------- N ------- N . . . .. .. 2�� -- ----+------ - 40 -- - - == - - ------�- --------- N ------- � � . . 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OF TRANS. 9 9�� PG 3 632 � �\ �� P S 9 R E G � N A I� H � T s o N �� G I N W I D E N I N G/ R E� F� F I � �' / �' � � / D B � 9 4 3 P G � 6 9 5 � S S, � o , o� o - � /,�`�� �08 � DB 3i96 PG 20u _ k\ � � �/�_ , � o__---- -------__- � ���/ BEGIN CONST C�I -�- +oo.00 __ __ � ------------------------------- � Q�� ,9,. EX. � �' Y 1 N- S T A. 1 8. 7 7 ��s � 1�� _� `\ - m c - B Y 8- 1 2 7� y- Y 1" O"_ S T A. 1+ 0 . S \ � -Y1N- +21.00 �� R C � i F � / -Y1N- +55.00 � � 47" VWV FENCE " � � ��0 9 JERRY �AYN TRIyE T TE 137' �.� E X. /� �� - 9- I 2 � ; RETAIN / y� � � ti "�� ^. � •`'�v � ,2�8�9 � s A �AN� TR� E TTE <,, S -Y1N- +�0.00 � / � + � Fip _ 49.00 � � v �� O �3URN � �� � o �O S D E J. VE O L e- 85' RT I ) FiA -�EX\� k � INyEST�ylENTS.�NC. �� D B � 9 8 2 P G 7 3 7 o m`�'/, � � k � �U\ PUE PUE PUE PUE PU ru-"�- P ¢/ �,�Q � � � S k DB �03� PG 548 �/` ' U E �\ a �' _. _ I + � pAy�p RENN S �DB 1917 PG 659 `� _Yl N- 0.00 I k p_ 6 6 ��3 �� 360.00' �,r „ �� ti „ �� � - il 0"" PC $t0. 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P�A�TER DRIV A DII 1' d LESS OTHERWISE NOTED cr'� � _ �,ru l l l /2 ,� � `. � � � .ly, � �.�, F . ��, :� _ ._, -- � \ SEE��,TyL�-1� � RE7AIN E "1 __.. � - 7 � 1� v� / , , PD 135 $Y GEOTEXTILE �-� � " � � N n � L / � H a � m o a � � a m � ,;� tD o � � � Q ^ i ~ �� w � � � oN N� � � o �. }a ^ ' o .. o o w a � � o 0 a� o � � o � 0 0 �i + � � ' a � � o c 0 U i z ,� � � '� ° w L .- > o + � ° � - 0 � w 0 d � � � %� -YIRYA- +[5.00 �� / � ' � �` ; \ Qc^� -�� � � � � � � PROJECT REFERENCE NO. SHEET NO. Y1RPA- +75.00 45' RT & G� �� �,�� NO HYDRAULIC DESIGN �Q� �\ ��` / �-;_ B y -i� �- PT SiO. �l'�' i.%� OVERLAY PAVING ONLY �` �J-25]9�, E& F 5 _Y�_ '-� . � 145' RT 146.77�RT� s �y O/ Y1RPD- 1 r �'�� - / '� 1 I � � . IJ Pl Sfo 18+7824 Pl Sfo 29+16J0 Pl Sto 5/+8998 8�95 S ��E F �f `�q ���p �'� e '� �; ' �_ /{ I; �� � o y �, � WW SHEET NO. N � � - - ��. � � � F) �(� � 4 I �'c D N ' L IGLS - �' ROADWAY DESIGN HYDRAULICS 0 - � 34� 3�J.g iLT i � - �i � l� 4�.3 �l�ri 0 - �� �7 3�.� iL%� _ _ 5f �C� <C- R / "F / q ' i � � EX R^(✓ �, ' � � %� �C 5��. �2'�26 6 7 ' n �' c=^ � 8 I � 715 � .. ! � ENGINEER ENGINEER � Y7RPD +30. 9,.� �\ i9 �P D= 0'4T 36.9' D= 2' lT 30.6' D=/' 54' 355' -YIRPA- SRS S1o. 20+31.09 N / w�c °� �f',�"�X � '� P 1 ��� �zo.�r �r D��,�, � _ � Rerq,N "' �' L= 450J0' L= 490.63' L= 69598' � So � ' 7 S 1�1 � y / s� � <,; �� � + T= 225.42' T= 246J1' T= 34956' � 6�� FF% 0 �.�(' ` aeMo lR �= CS S oG 20+4/.$3� ? ,, � D�a �� `$', �A�Ha, serniN �, � � R= �z2�.oa R= 2.�00.00- R= 3.�oo.oa -Y,RPA- .3,.09 i Q MATC H LI N E-L- STA 71 + 50 S °' ' koo ' w o \' P��.�, -' o- � RETAI�r -Y1RPA- +75.00 � 180' RT O51 �B ��^ ~P "��Q\ � A y'� � ZOFS , � • -YI - � POT fO. IO'�'OO.UO O.�K SUMMIT CI T LLC � , �� � e= ly� e= 3% e= 3% �s�ob � o F OS = 50 �PH DS = 50 MPH OS = 50 MPH CLASS?I'CRIP pp,p�TPROTECTlO �' �� �� OS '�h B6 ��e0`�S STANDARD 'V' DITCH � I OB 3072 PG 3625 � �, `L�P�N Q O SEE SHEET 6 .. .. : �J� 5EE SHEET 2�_3 .t. .��. V . � -' ��� , � ' . .._ � EST 85 TONS � �� / � h ��� � � . 50 .. ,� , _ ` O � 'O �� � ° ' ,� � � .._ � � SEE SHEET 20.3 BEGIN FEI� !YP � �9 9 / \ � \ 12' 12' 12' ' 12' 12' 12' � .. . . .. . _ �... 2GI _. I \._ � F _ - � . . F ;. . � . . �-. _ _ . _ -. . . . /Rti'(' I . . i.,'- � � �-- = , � ' ! ; - � � -Y/RPA- -YIRPD- oEra� s-ie �e I �S � Ol / : �.�� �� A �REtIW ." � .. REMOVE 'YI ,.. -, ' O ., C. ,I �.,:'�' ��, . � ,� �� � ` n ir W Pls Sfa 18+7/J7 P/s Sta 2/+9/30 Pl Sfa 25+3692 Pl Sto 16+47.60 Pls Sta 2/+1492 Pls Sto 23+9498 Pl Sto 26+2623 l � 4 � \ _ + ,; " %'" �; ,SF� � W - 510 O 2GI "� \ � �,. / \ �0$, OS � ,, � ^ FS 0a � 18" RCP-� � ��'}OV� �� Ji .. , �SFD _ - - _ _ - � \ .,,. / . \ . ��� -__-� O��N.' I �s�".. �.-� �n "� `I � ; � �i � � = DOCUMENT NOT CONSIDERED FINAL _ - 4 = T ' = 44 � % _ _ = T � - - �, � ti�� � ZG� � iLLiAM EIJGENE HAMLit� � I - / ���� �, � � � ����-' 1 - N�'-� � I , , , .�s ; '�,w�, , � (/� UNLESS ALL SIGNATURES COMPLETED 65 - 5'43' 465' 6s - 5 02' 48.1' �- 38' 32' 34.8' fLT1 0- 39' l3' 305' fLTI 9s - 5' /5' 07b' 6s - T 32' 20J" 0- 24' 27' 18.0' fRTJ ,�c \ /\ ..� � Ls 24017�' Ls - 2 0.00' D 32' 20J D 6 28. Ls 220A0' Ls 200.00' D 32' 20J Y1RPA +9o.oa _ / . -�� ,� \ � \ � AND j�IFE � / I �: ..RETAIN -� � � - I LT = 160.(38' LT = 1602/' L= 5/l25' L= 82/53' LT = 146.73' LT = 13�45' L= 32438' ns• Rr F eNo FeNce �� _' us/, �y. HAMup Ir� J c_ � - �`J l I.; `. ' ;F„, P�`` 4/ ST = 8�.�fi ST = 8�.�g T = 265.72' % _ �l27.�i% S% = 73.3g ST = 66.78' T = ��%� / o� �'�� 40TCB r., `'��� -.�� t ■ , �� pb B 2789 PG 2392 //-�� "'J � '�� ! .'�e '�.. -Y1M- +75.00 ' ds .� � ri,_ _ \ \. � . x , -i� ��IStO. �D.� .'.�% �� ._ � � ;�� ' 2 'Ww 7(�7� R = %CJQ.00� R = I�OOAO� R = 760.00' / . ' � y.. '.._ _ � � F�.....�� �g -Y1RP0. +10.00/ \ Z`y ' .;F A ..EX...RNJ \�\\ N � ~ NNETH M. M � ,�;,., '. '....\ � ` `�, I'` X�`l%�T�C B= 8� 8= 8� 8= Q� +66 �. 66 R � 3 ..-.-.. '�- 04 -.. 04..; 50 \ EX. "' I . .. . OORE JR:..' '' ..\ ... J :. END $B p ... CP O � ..' � 5 � I ,.., , � i A D IF - �f ; . DS = 50 �/PH OS = 60 MPH DS = 50 �PH � c �' c� o. o �m ;^ � �� � l y TERAL BASE DIT\ o a �� � a\ ��� " MELiNDA �. �ooRE PT Sto. /7 Pl y�nNoa F F�E1cHER � F L AT I RO N � �.._ .� AT so 3 � ... l ..._ �YIL- P�� $f0. �.. � B 2785 PG 427 DB i908 PG i550 rl -� / '... > N � .Y 041PG 4480 g ^, Fo y . \ o � �.. O SARAM J MICK� � ore �. wrcu�ss �a-eiaRnr � Y PC Sfo. + 7$A - � -YILPA- -YILPD- ',' , GRi � � . � � esr sa>roN �; / I .: _ �, �e s �, -nern- +io.00 w � o? , ^�B �iQy 50 164 SY orexme <, ORiH CAROuNA DEPT. OF TRANS. f� HDR Engineenng, Inc. ofthe Carolinas � SEE SHEEf D� .:.. - �03 \ --'�� � �B 2691PG 2798 .. �_'.-, ` � ,...,. Q. �, z � 555F2YBhBVII�B$�,$UI�B9�� fiB�BIQfI,N.�.2)6�� PlS Sto 11+34J2 P/ Sfo 2/+73J6 PlS Sio 20+30.44 Pls Sfo 11+3468 Pl Sio 17+0/34 Pls Sto 17+9260 ias• er 7p+ os os' � oerna s-c s � " ` ^ - =YlL � Sto.� +Y2 / � N.C.B.E.L.S. License Number. F-0116 6s = l9' 05' 54.9' 0=/45' 44' 0/P fLTI 6s = l5 05' S4.9' 6s = 24 54' 40.4' �_ l30' 42' 42.6' fRTJ 6s = 24 54' 40.4' ` '= � � ��� - ,� tr �� �� Ls = 200.00' D=/9'05'S4.9' Ls = 200A0' Ls = 200A0' D= 2454'40.4' Ls = 200.00' / o�, sio +sa \ ti naro- +ea:'oo �� -YIL- PT to. 11+82.48 � LT = 134J2' L= 763.06' LT = 134J2' LT = 13968' L= 524.7/' LT = 134.68' ae wie�sows � � � ' ��o, �T �� . - O STV Engineers, [nc. ST = 6738' T= 973J6' ST = 67.38' ST = 6789' T= 50L34' ST = 6789' -YIRPA- SC Sto. 22+7/.09 i °' ��� .S� 's5 .,- - � �,: 02 �� \ 1`' � e o� �` �; -YIL- OT Sfo. l2 0822 �� STV ' 1�� cno,ioice� Nc°zsz`oz s��te >>s R 300A0' R 230.00' � y; ��\� R. s s_.. y�, ` � B = S% B = B/. � os ..� ../� � .. � ���..� � � \ � \� ` CLEMENTE R NORMAN USSERY Ne ���e�se N�mbe� v-oe9i i ` � �� � � � \ �' 1 =� ' HERRERA DB 2850 PC i789 OS = 30 �PH OS = 30 �PH W � I f //i�� ��\ s _ os � �� o sr \ -Y1RPA- +71.09 /�/ �� � ��� �. � ',� A � � ��. � � y9 �'<��RYA BACClfS B 3069 PG i2 6 sski � os �� j// ���. �ae Ri -BL- �A � '- ��'- -��- ��- -'�- � �� A �iFE t ,-.. � -YID- Pl Sto /6+3254 0= 35' 29' 23.7' 2TJ D = l0'44' 58.8' L = 330J5' T = /7� 56' R = 533.�' e = 4% OS = 40 MPH ,yd a� �� 59 �� A ��.. � .. ::-_ , A � � � a� PtT$ .4CC - � -YIL- � � -�,,r, � � �� �� � � � �-YIRPD- SRS Sto. 22+6/53 ❑ ;' � oe ac z - �� �. ' ; .�,. � -'. ;. i�`�N� � 03��'34"W N 5. 2' 49.90,.. PlSto 10+80.45 P1510 11+47.80 0� � : ��/ �� '. '__ Rennove �,� °ti � J � �= 535'36.5'fLT) �_ 1P02'24.3'fLT) / I : _ � ,, /�j �I�� S�Sc = �� �5- to:68+72.83 _ � \ � oa os�is w aN os�issq•w e• X D= /444' 36.3' D= �5' 52' 09.1' °g l I ' `- , '- � 03 a so,so.00 ��� - c"� N os°is sa• w �. � \ � . .._.\ p EX�RR,W., ,,,00 ,- . � 7;J<,; S � L = 65A7' L = 69.5T � l � _ - � ��u� � � see srdwE er�e nircH_1 _,_ - _ � 0 6 C '+a • �a R - 32.6/' � = 34.89' J , � _ __ _ l .:., ` ,_`l ., 5 ., ,� - a � � sriNe e. ' 1 � s ���- I -- ^ � eg� �� � � DETAIL 5-4 � � f .. S�OUSE Kk�r� - � ~ � � . - 388.62' = 36 A5� O � 1 DkY DETENTION BASW OZyBe � i0 d � / : . \ � \ O F ;DB 1616 p� �37g Y ;' r � � � / � �'P � / _ e= EX. e= EX. • - �ra3e -�aa s`, \ oee u7ean� v� oircn � A�� \ 1 6466 iz` � � // �/ z wD q� � � u ;' � I x $EE SHEET 2D-1 Ol 5 i 059 �' I \ � i� / m - � OUTLET CONTROL STRUCTURE � 00 � l" . SEE'SHEET 2D 2 . J' . _ � � . � ...�� I O ( I � ' W/SLUICE GATE F _,• , ..... , \ � pb .__ � __..{ , � � � �. 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PB 7 PG 97 g�� PG 1829 �.�;� 0 :; : 47 LT .:; : -Y1C- +79.00 DETAIL 5 3 - . .. : / 6' LT SPECIAL CUT DITCH nl 55' LT ❑ � - - � DB 1616 PG 1382 �'/ - 5 OVERLAY PAVING ONLY �: U �' � 6 G ,.�,� �.I - - -Y1G- 05.00 54 38 GEOTE ILE '� �53' LT 55' LT 2GI 12' 12' 12' 12' 2 12' 12' 12':12' �_n -�- �� . -� � ST 4 ��� �..,,__ � 2' BAS LP.TERAL DITCH -Y1C- +20.00 , 9' 1]' � HARRY L. LO RY ❑- - - ,^?s'ti;� �� �-•�.., iD o ' � ';" , � � T' B E L4TERAL DIT , -. BASE L4TERAL 61T H -Y1C- +10.00 � � *X.. , SEE SHEET 2D � , � �:=. �, � � � ; �.. NO HYDR4ULIC��. DESIGN I � I -� Z . . .. � ,� � � � �^ o �; ��. ; I." _ _ ' ' `�i. � Q..A. \ 5 = , ._� ' ✓ 4 E SEE 5 EET 4D-3 35 LT . ..: �� , Q. � , � � �._� LL -:...;� , ; AND j�'IFE ,{ � I � " � : � JAMES H. JES UP __ ; . BYH I24 �EE, HEET . 3 � � ;�' . I ", �; + ;�W/C SS 'B' RIPRAP ;,� DETAIL 5�2D 3.:� y.DETAI 5-3 45' LT _Y1C- +94.00 F DETAIL 5-1 . .. . „ ;; , , .0 ; j $ANDRA P. LOy1�RY f� d �3QG3 (3f� 43 f3 fi O� I�, A D IFE � �' _ L 5-5 � �., � .-� in� .. -. �r,�z7�53^ � ' 19 SY GEOS TILE �� � , .d- � E ��_dl' LT �_�- E :. E E c. E �v � � � ; ,..' _YlE- +70.00 ��. I � 3 ;' - ., � DB 1441PG 802 � � / � � i�ORMA J�JESSUP � - �. �.., --' b ; Yrr .� PC StO. �4+�8� � . - � 7.20 N � - �� (-� - - a � � DB Ilu PG 755 -'� � , � : � W _ _Yl„I„_ +18.33.- .. ;r � see � -a R E ia sn E� '� �r � sn E � „ sn - �p , ex. ww a � 3 �, �: s oa°zs sv, E i/ , � . -ilE �pr $l0. 12+23.8� I I I I I I I I I I �. I I NF � -� ... . ioo.00' �\ i / w . DB n25 PG 660 � �- ��,. _ �� -Y1"I - 1 . �.AO' RT _ `I Q � � _ ,. ,r� -- LT _ _ _ u-L�� D LEONARD 5, � I I I I I I I I I I + � � u Y R - - - - - . ._ �� W .. I ,5 W `�;� - - � - - - _ ' �� •��. 1 i ---- - - - i � .�LL D OWELL '_:.. ....,.__- �; 3 `' -_ i � ° BgJrZ�I3.B�E 40 YX'I�+OS.���� �,i M o � W , _� r,' �'�� OVERLAY PAVING ONLY �" � � ` ! I: YlH PT Sto.26+1247 5 ` _ _ _ _ - - - � �' � I; NO HYDRAULIC DESIGN ,._„ - 1� "RC -IIIZ R b T ` \ 5 �; ' ' �.._.. � ' ; � / N F S l0'O8'44.4'E a. 1 l � � �_' ,; �. EGIN PAVING I I I I I I I I I I I -�; jg � ` ;As �3 ��3-� � =<w I,, ' , _ ^`_," , 5n . P o ^? � � -L- STA. 59+05.01 ,wrnn 50 - 4 � � z oz � 'rJ I I I I I I I I I I I1 I I I �"° b$ �TCHLIN V W N _ DB 2882 G 2 ' 18" - .�, 26' �. j � �� � c: ���� � ,L' EW - J� / � � L p� 14, � "CAROL �. COX. LLC � „ - ' � 18" W/ELBOWS• . � / � L 4, �' . � _I '� ' .. .' � 2' BASE LATERAL DITCH � � � - A� ; ; � �.� . .� � _ � DB B 277 PC 1118 r - +93.00� � �33.40 SEE SHEET 2D-3 � � 511 511 ' .p . 0 0 . .. / / . � w P 7 PG 9T �= 5- RT - , , p --- ric Por sto. 2i+9i.�2 - I I I I I I I I I� I I I� � , � ; Yl H_ STA z MAT 1-1 LII�E Y„„ N Y1C ... -Y1C- + - i - _ - - - I . / OUALITY OIL COMPANY � 6 -f- o0 1 ' � � , 3s nr , +ss.00 � / E- - - c= +�s.-oo 1 � � - - - - -YlE POC .S1o. //+97.50 W ` / � �` CC - .ST/4 .: PDE p E �'. C ... I � DB i932 PC 979 SEE H 7' SEE 13�+ , �J,J =�=� 'B'-RIP � � 35'Ri o � - � E E 35'RT E . E -Y10E+1000 � I I I I I I I I§ I I�� I I I I I � . � . -L- +8191j ..., � d � r; ::� J• �LC 1 39 Sf-IEET �O -. W T. S� \ � �� 2' BASE L4TERA DI CI� � SPECIAL NT DITCH �� �� 35' RT .- k) � EX. RhV a � 39 _ `: m : Z(n 0 5 GEO- . \� ND JR� �. Oa �� QO� SEE SHEEf 2 ,_ SEE SHEET 2D-3 E � L� _Y1C- +34.86 �-�.. I I I I I I I I� I��� I I I I I I �.. L, �a o� m,. J ... � DETAIL 5-3 I � DEfAIL 5-1 . � _� _ 60' RT _ �� (�jj m� �. �-Yl - +05.00 N� - �- � . -Y1C- +80.00 � � ; - � ,, � i... LOCATION: _ �G. . D � 2' BASE L4TERAL DITCH 60' RT -'� -Y1C- +45 00 YIE:- CC Sfo. 11+�958 I I I I I I I Ib .��� I I I I I.I. . �"' r GEORGE DA SILVA , � � � V 65 RTOE PROTECTIO �G �� �� QQ� ST 25TONSIPRAP Y1C- +20.00 � I �8 2635 PG 3350 EX.RhV �- � � E@ SHEE� E � 570 , 50' RT � ' -Y1C- +25.00 _y��_ +65.00 / ;,,r I I I I I I I I I I I I I I ` ,/� � Qb 147 SY GEOTEXTILE ' 80' RT & w SEE SHEET 2D-3 a�� RT �` r �` -o "�-����� `: oera�s-a �� 60"RT 60'RT BEGIN CONSTRUCTION '~ � F` 9�' RT' PDE ENERGY DISSIPATOR I I i �oE� 5 FREEMAN �+ A ,1 I I I I I I I I I I I I I I I , i-�I ME�r�SE R SMiTH HEiRS�� L� � SEE SHEETS 58 & 59 FOR -L- PROFILE � SAMUEL & BASIN NCDOT �B 3158 PG 324 .-Y� E- pT/y. � Q+7Q.•}5 � - ��-� �SANDRA BAKER 0'�g.�� SEE SHEET 2D-3�. DB 2797 PG 2611 � I�- � - . I I I I I I I�� I I I I I I� I I DB 90iPG 84 $EE SHEETS Ha & 8�i FOR Yl PROFILE � � '- � � TIP NO.: COUNTV: � �� « SEE SHEET 91 FOR -Y1RPA- PROFILE o: a. � O ��T^�� e � � GRAPHIC SCALE � SEE SHEET 92 FOR -Y1RPD- PROFILE SEE SHEET 93 FOR -Y1LPA- &-Y1LPD- PROFILES PC SfO. lOfO0A0 SEE SHEET 95 FOR -Y1C- &-Y1D- PROFILES i4o,RT -vtc-+eo.00 � � - SEE SHEET 97 FOR -Yl"I"- PROFILE DESIGNED av: _Y,�_ +,Soo N PRiDDr � ��� `` c I E L- STA 56 + 50 SEE SHEE c 5o zs o 50 ,00 140' RT -nC- k70. �' OB 3f94 P 1938 115' RT - „ . . �, 135'RT �� � �, � . .' _ -..�- . ASHLEY 130' RT & vta +2e. r MATCHL N T 4 SEE SHEET 98 FOR Y1J , Y1L ,& Y1M PROFILES CHECKED BY: DATE: 1�i iio er $ f1 , '�� � � i DRIVEWAY RADII 10' UNLE55 OTHERWISE NOTED PLANS C � � CD O � _ � � N � O 0 � N L� ; W � � � H � � � ' N �. � L , � � a � � � � m o � o 0 (, N Q Z v U � � W N � � � m � � a v� � w � Z � � w i--i � � � � w i 0 � o� � � � O N N � \ � �O � � O } � � a � 0 O w � � � / i Q � p �. N O � U � i o c 0 0 U � � U � � Q � � + � � O C � O U V I Z Z C °��' Q� � w J L � H + H = � � N � � � � w o w � J (n H d � L.� -YIRPA- CS 100'��RT 4�" �^ , `c / O h , w FF�cF n� � F � ` � � \ � �� � . OIN 00 �� w o � o � / 9/.09 � � �� � � ��`` o 0 � � � . W , � � 62 w i�a � cs� (� � \\ O / \` � � � m -! � \�� ���� (� �S� TqPF,p � i � � - - �'o b'� 3��� .. F ,� `� � , �-�----� i�� ��-�c � �� F C X 24„ I i � � ( � � RCP-III � � �_ � � //�� I � X : j � 62 / ��/% �� / X 2 X < � i/ �/ SPECIAL CUT DITCH / �P�O/��%/ ♦ �T Fo \� -�RQN� SEE DETAIL 6-6 � / �� / / � �/�� , � � ,/ /��P F C � / -�o � � �� � � � = N r � � � � N � z N � rn N 2G �/� N V• = r N � � PATF: � ���� RI � N A � � N �p, . � � � � N SPECIAL CUT DITCH � 062 SEE DETAIL 6-5 � �J/LT > � � � SPECIAL CUT DITCH 2�� SC SfQ. 72+3 � SEE DETAIL b-5 � O,,,, �� �_ M .� m D ETAI L 6-9 TOE PROTECTION ( Not to Scale) O'�et \ Natural �,•��°� S�°pe Ground , b , ��� d d = Ft. b = Ft. Geotextile Type of Liner= CLASS B Rip-Rap DETAIL 6-8 OUTLET CHANNEL PROTECTION ( Not to Scale) NaTural Bed Elevation atural NaTural Groun Ground 1 �J ry� 1.5' Geotextile �► Channel Bed (Variable) of Liner= CL 'll' RIP RAP FROM STA. 76 + 70 TO STA. 76 + 98 -L- LT STA. 77 + 24 -L- LT FROM STA. 77 + 22 TO STA. 78 + 62 -L- RT � -Yl RPA- + 80.00 2 2 5' RT & 166.22' RT 1 -YIRPA- SC Sto. I'Jr f14. 'J� E PROTECTION NNEL 2! CLASS 'II' RIP RAP EST 170 TONS 210 SY GEOTEXTIL SEE DETAIL b-8 W -Yl RPA- + 14.59 100' RT � END FENCE 061 -YlR - TS Sto. 12+74 �„ �� -YIRPA- Pls Sto 14+34.68 Pl Sto l6 +53.46 Pls Sto 2/ +05.99 � 9s = 5° 43' 46.5' �_ l3' l2' 07.1" fRTI 6s = 5° 43' 46.5" ��� �s = 24o.oa o=� 4s� 28.� � s = 24 o. o a �MBERLY M, cuo LT = 160.08� L= 276.50' LT = 160.08� DB 2i47 PC i697 ST = 8�"�8 T= l38'87 $T = 8�.�8 R = 1,200.00' . � DS 8 60 �IPH � -Y1RPA- +40.00 3' STANDARD BASE DITCH 95.0 F 255' RT W�CLASS 'I' RIP RAP EST 48 TON 89 SY GEOTEXTILE SEE DETAIL 6-4 ow' 061 / >, 4 ;�� .� - - - - - - - - - � OE PROTECTION � 2' LATERAL BASE DITCH SEE DETAIL 6-9 \."'�" 2G1 �� W/CLASS 'B' RIP RAP � � EST 94 TON � WiFG � 266 SY GEOTEXTILE � 2GI SEE DETAIL 6-3 � 3�18�R WiFG -ll 2G1 � ' -� 18" Cp-II�, WiFG (TYP 30 - _ iu � 1 � O * � N N � J �N 1 J N N N � � FS � -i 2 w�� � 60 _ � �� o � w �'_ � � 7 � � +50 �� � `�w, BEGIN SBG cn � N � � � �� �r�' 21, G��� ���'_ C b� F $.� k ��3 ���� 0 JB w/MH Q m � 2. 2 , _. � 0 1 Riyy MoN. S 7�G�Y � ���--- - �� I I I GR � � L _ �I �,__ ____ � � S �I _ � � B 5 � HTR I _ 18„ RC III 2G1 t� �� `� �� � �� �!' �� AO tix. �� � �s s � 0619 � �952.42' E �LC' _ t;.5 S MAN pK I Q '�-�, �II L L I� H%�I� 1'� �I ,,, �, .� � �(. G I S 9°I9'3 4 EN�ETH J... r .� A,Y�R � �. .�0 _ 9' 3" E � TRADIN � S 89°49'53" �V •� �--�� � LT� �� �' � \ • 1 / � / � `1 �K� � , � � , � � _ o : ► i � � � HrR �ARROLL GARLAND � , � � i � �IAR � �T JONES DB 2068 PG �765 w. i ► i i DB 2�9 P�2837 � 6� . I � D ETAI L 6-2 � O j Jr_ /� , / O / / / / / � o � / ,� � � F�NCE � w / �� �� � W � � "'= -Y1RPD- +13.58 r" � Y1RPD- +27.60 ON PL � �� + 13, CGAU 2GI 60 WiFG TOE PROTECTIO � SEE DETAIL 6-9 � � \,. �'� -L- +SU.UU`F 175' LT 27.5 (TYP) p = 2' 40' 44.6' . F HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T ST V Engin e er s, In c. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 D ETAI L 6-5 SPECIAL CUT DITCH ( Not io Scale) Front t Ditch Natural � p,�� �e< Slope 75' LT O� 00 Q Z PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 6 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRON C 47„ I � FENCE � HW 0616 ��� `'�,� �,t►'� - - -� • '� . �_�, � � . : � � �f 1 �" 1 ., a�- �����----__ ' .�_� t .� - � . � - - --- -- J _ - -- - - ! ` � - �� ` � ��i��+.� �1 ������������ss��;� ````` � � �.���.i \\\`��,��'/ ���� ,,�� .� �. ���n�-�- _ \� � . � ►• w;.w� ������ '� ��/�`/1,`''��!�•��L���'1�•.-�;- -- _ ��,. -_- �t: i � + _ � � i�� � - �'� ��, _-` 1 . I .1 �Z•�,���� � 1.�w.. ��////ii-�= �``\\���. ..: // 100 LT INLET. ANNEL PR� N � ,n� � �'S ' I ,. RAP � t.,.5 � EST ° _ o/ � 1275S�'l;�b��E TILE N �" 199 37' �� �� SEE DETAIL 6-7 � �� � 00 O N �nlm DETAIL 6-1 LATERAL BASE DITCH LATERAL BASE DITCH ( Not to Scale) ( Not to Scale) b b Natural I � ' Fill Ground Natural ? ,� Fill d �� � �'1 ��t' Slope Ground J p�,•. 1'%Ft. Slope d GEOTEXTILE g Min. D= 2.7 Ft. GEOTEXTILE B Min. D= 1.5 Ft. Max. d= 1 Ft. Max. d= 1 Ft. *When B is < 6.0' B= 4 Ft. *When B is < 6.0' B= 3 Ft. Type of Liner= Class 'B' Rip-Rap b= 5 Ft. Type of Liner= Class 'B' Rip-Rap b= 5 Ft. FROM STA. 13+59 TO STA. 15+75 -Y1RPA- RT FROM STA. 78 + 80 TO STA. 83 +42 -L- RT � -� - S Pls Sto 7/+12.87 Pl Sto 79+90.84 Pls Sto 88+40.60 � es = 3' l6' 26.6" �= 27' 03' 38.0° fRTI 6s = 3" l6' 26.6' 3° E Ls = 360.oa o= r4� o8rw �s = 3so.oa LT = 240.04' L= 1,487.73' LT = 240.04' ST = 120.04' T= 758.0/' ST = 120.04' R = 3,�5o.oa e = 6'/. ��; DS = 70 �PH FROM STA. 80 + 15 TO STA. 83 + 50 -L- LT � �� � � D ETAI L 6-7 INLET CHANNEL PROTECTION ( Not To Scale) Nat�ral Bed Elevation atural Natural Groun Ground 1 � J �' 1.5' �� Geotextile �� Channel Bed (Variable) Type of Liner= CL 'I' RIP RAP STA. 78 + 72 -L- RT CLASS 'I' RIP RA <4 ��F 8p \ EST 28 TONS 52 SY GEOTEXTILE 6' X 6' RCBC TOE PROTECTION NOT BURIED SEE DETAIL 6-9 _ `� OGround 6• j p F\d �. y. Min. D= 1 Ft. -Y1RPA- + 3 . 0 � N FENC 2�5' RT � FROM STA. 71+71 TO STA. 72+50 -L- RT FROM STA. 72 + 50 TO STA. 73 + 00 -L- RT -YIRPA- POT Sto.10+00.00 = 06, F� -L - POC St 79+50 00 59.0' LT �_� - -� rnrv- ON PL -YIRPD- S( /2+ D ETAI L 6-3 LATERAL BASE DITCH ( Not to Scale) �Natural Fill Ground ?'I p 7,'.� 1'�Ft. Slope d GEOTEXTILE g Min. D= 1 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= ? Rip-Rap b= 5 Ft. i � � ` 35 `��� , ` BEGIN SBG � � � � � _� �/ _� � �� � ��� W 3' LATERAL BASE DITCH � � � +29, GREU W�CLASS 'B' RIP RAP TL-3 EST 217 TON 580 SY GEOTEXTILE � 8:I SEE DETAIL b-1 � ,, ■ W � N � � 2GI �' �► FS 60 N f_ o ,^ � J N .. -��� N � Fs M 2G1-A M � ti �� V � W N � � � N � � � � � �� � � � 2GI-A 60 � WiFG 2 4' LATERAL BASE DITCH � , W/CLASS 'B' RIP RAP � �- EST 378 TONS � J NCDOT DB 2844 PG 346� D ETAI L 6-4 LATERAL BASE DITCH ( Not to Scale) �Natural E- Fill Ground ?'I p �,:� 1'iFt. Slope d GEOTEXTILE B Min. D= 1.25 Ft. Max. d = 1.5 Ft. ON PL E -�- +20.0o E 243' RT D ETAI L 6-6 SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � �,�� ,�e< Slope Ground ?• j D Q\a Min. D= 1 Ft. *When B is < 6.0' B= 3 Ft. FROM STA. 72 + 50 TO STA. 73 + 45 -L- LT Type of Liner= ? RiFrRap b= 5 Ft. FROM STA. 77 + 26 TO STA. 77 + 70 -L- LT -YIRPD- Pls Sto 11+26.3/ Pl Sto 16+47.60 Pls Sto 2/+14.92 6s = 2' 02' 15.4' 0= 39' l3' 30.5" fLT1 6s = 5' l5' 07.6' 6s = 5' l5' 12.6' D= 4` 46' 28.7` Ls = 220.00' Ls = 220.00' L= 82/.53' LT = 146.73' LT = 126.3/' T= 427.60' ST = 73.39' ST = 93.98' R = 1,200.00' e = $'/. DS = 60 �PH 47�� �n/W FENCE � -Y1RPD- +20.00 - 210' LT E E E -YIRPD- TS Sto.10+00.00 = _i _ on� cf„ ni�ca zc �an� n� SEE SHEETS 59 & 60 FOR -L- PROFILE SEE SHEET 91 FOR -Yl RPA- PROFILE SEE SHEET 92 FOR -Y1RPD- PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED C � � ti O _ N � � 0 � � t � �. L � �. � O 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � Q H O � U Z W � H � � � � C.O � � N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U C O L t � L.� � � W O W J J (n H d � L.� C � � � O _ N � � 0 � � t � �. L � �. � O 0 U Z w J m a � z w � t a 0 � � c a� � O O U � � Q H O � U Z W � H � � � � rn O c9 N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U C O L t � L.� � � W O W J J (n H d � L.� c � � � 0 _ � � � 0 � � � � a r � a � 0 0 U Z w J m a � z w � t a 0 � � c a� � O O U � � Q H O � U Z W � H � � � � N N c9 N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U C O L t � L.� � � W O W J J (n H d � L.� c � � O � _ N � N � Z o O � N L� ; w o � � H � � `� N a � L / � � �. i H � � m o � o � � Q Z M U W N � � � m � � a v� � w � z � � w � � � � � w 0 � m � � � O N N � � , � � � O } � � a � 0 o w ,y � � � � Q � p �. a� o � U o c o � U � � U � � Q � � + H � o � � O U V i Z Z C � � O w J L � H + H = � � � � � � w o w � J (n H d � L.� D ETAI L 10-1 LATERAL BASE DITCH ( Nat to Scale) Natural � '�� ' Fill Ground ?'I p �,•1 1'ift. Slope d GEOTEXTILE B Min. D- 1.5 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 4 Ft. Type of Liner= Class 'B' Rip-Rap b= 5 Ft. FROM STA. 129 + 37 TO STA. 130 + 03 -L- LT D ETAI L 10-2 LATERAL BASE DITCH ( Not to Scale) Natural � Fill Ground ?'J p 7,'.� 1'iFt. Slope d GEOTEXTILE B Min. D= 1 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class 'B' Rip-Rap b= 5 Ft. ROM STA. 12 + 72 TO STA. 15 + 45 -Y3 RPC- RT STA. 130 + 10 -L- LT � rt � N 47" WW FENCE ��' � �EL��M�LES�� DB i6�6 PL�4 7/ M� �\ -Y3RPB - Pls Sto 11+40.02 Pl Sto 16+24.16 6s = 3' l8' 19.9' �= 25° 38' 23.% fLT J Ls = 2/0.00' D=� 08' 53.2' LT = 140.02' L = 8/4.45' ST = 70.02' T = 4/4.16' R = �,s2o.oa e = 7% DS = 60 �IPH �� �� , � � �� \\ \ /11 , 11 �� 11 � '. II �� II \\ � , �. \\ 1 II II I 11 �. -Y3RPB- ST Sto.10+00.00 = i, -L- POT Sto.129+39.7/ 59.0' LT ' �� � -L- +39.71 �� . 200' LT � j � � -L- +10.00 � �--� 220' LT & E 200' LT , 4' LATERAL BASE DITCH C W/CLASS 'I' RIP RAP � � � � 127ESY GEOTO XTILE. ����__ SEE DETAIL 10-1 �Ol � -�--�� �- W��� +79 -_'_� W � � � BEGIN SBG � � - � � = C - � N \`" 2G1 �� F /�--�_---- ' 5„RCP-III - DETAIL 10-4 LATERAL BASE DITCH ( Not to Scale) Natural � Fill Ground ?'I p �,•.� 1'%Ft. Slope d GEOTEXTILE B Min. D= 1.6 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class 'B' Rip-Rap b= 0.5 Ft. FROM STA. 124 + 55 TO STA. 125 + 09 -L- RT D ETAI L 10-9 TOE PROTECTION ( Not to Scale) o,�,�et F� Natural .y1�°`�S��pe Ground , b , r•--� i �d d = Ft. b= Ft. Geotextile Type of Liner= CLASS B Rip-Rap FROM STA. 130 + 14 TO STA. 131 + 49 -L- LT FROM STA. 124 + 63 TO STA. 12 7+ 24 -L- RT � � � +74, 2GI 2G1 WiFGI 100 �..�..� 1013 Fg oo CAT-1 �n/�G WiFG W 8:1 � /� N N ? OO OOG �r � ' -` N � N j �V O N � � N � �� 2A ' � � N � N � GQ �\ � ,� + N � N ��L N N 42" CP-IV 2G1-A Fg 2GI CGAU 00 -�''� FS r 101 � ra � � i �L �l . N � � � i � N N � � I n' � 2G1-A ��l �l . � � S 6� �� V�t J A W�G = 42" R P-IV � 42" RCP-III 009 � �-�` 1011 CP-III W _ � � � > 2G1-A 2G1-A Z -�� ' LATERAL BASE D��H � W�G yyjFG 2GI � - - � F +80 �n/�CLASS 'I' RIP RAP � ` � TOE PROTECTION WiFG J BEGIN SBG 83 SY GE�OTEXTI S � Q OV �� SEE DETA1 10-9 �B �,�H� - \\ERMANENT ROCK CHECK = SEE DET I - �y .� �-i 2 LATERAL BASE DITC s 1014 � � W/CLASS 'I' RIP RAP - `r � � U . _ _ �-,).�.� • / � � � � EST 11 TONS 42" RCP-II I � � - - - - - � � �S � f 17 SY GEOTEXTILE 1001 _ � D SEE DETAIL 10-10 � _'�` ---'� �` � 0 't'a�- � + 15.00 i 47" WW FENCE �j� 155' �T E� DI P OR BASIN i� 17 D ETAI L 10-3 OUTLET CHANNEL PROTECTION ( Not to Scale) Natural Bed ElevaTion atural NaTural Groun Ground , ?> ti� 1.5' � GeoTextile F► ChannelBed (Variable) Type of Liner= CL 'll' RIP RAP STA. 16 + 36 -Y3 RPB- RT STA. 130 + 50 -L- RT DETAIL 10-8 INLET CHANNEL PROTECTION ( Not to Scale) Natural Bed ElevaTion atural Natural Groun Ground 1 �J ry' 1.5' � Geotextile � ' Channel Bed (Variable) of Liner= CL 'I' RIP RAP GLENN & TAM 5 BURCHET DB 2346� ^-^� � SEE SHEE� � DETAIL� � /� � 0 6' LATERAL BASE DITCH , -� � W/PERMANENT ROCK CHECKS � � � � � N � �y� � Ca� �u �rA�irv� �" � / �P � � CLASS 'I' RIPRAP �� � �, / � � o o \ \ ST 365 TONS � \ SY GEOTEXTILE 1 �� � / / �}��,, � `�� � DETAIL 10-11 `n � m � 25FD ��NG g � HUBBARD REALTY OF ,� Gp�� � � � � ^^ �INSTON-SALEM. �NC . ����' . . . � Q� �� � DB i520 PG 8u {� � � =- � � X � / j=�/ - � - - _ - _1- - � �/. � �� \ - � � � � �11 . i ' ' � \� �� `� D ETAI L 10-5 $�° 9� . ,� � � FALSE SUMP ���� `r� � � ( Not to Scale) '�`6, , Median Ditch � ��` 9 -� 2 �- (See Chart Below) ->-,�- 20' � GI E- S - etc. S= Ditch Slope C� Proposed Ditch ►7 � D ETAI L 10-6 � FALSE SUMP ( Not to Scale) Outside Ditch - " TrafFic Flow �� � E- S - S = Ditch Slope 2' GI etc. � Proposed Ditch i r3 �-r � \ . J, s °� o s �`''s_'ss, H BBARD REALTY OF � �jiNsToN-sA�EM. �Nc DB �520 PG 8�� D ETAI L 10-11 STANDARD BASE DITCH WITH PERMANENT ROCK CHECKS @ 50' SPACING ( Not to Scale) Permanent Rock Check �Natural f- Fill Ground ?'I p �,•.� 1'%Ft. Slope d GEOTEXTILE g Min. D= 2.25 Ft. *When B is < 6.0' Max. d= 2 Ft. Rock Check Spacing = 50' B= b Ft. Type of Liner= Class 'B' Rip-Rap b= 5 Ft. 1 �yINSTON-SALEM. �NC � - � � �--� � DB �634 PG 4i99 _ �-� ��� � - - - - _ }� 2G1-A 1021 3p�� RCP� � __--- � WiFG � I� TOE PROTECTION _____________� - ' W ^ + 55, CAT-1 I � + � + 50 N 27.5 � . END SBG + (TYP) •- _ _ _ - ��_��----- - � � � 2G1 N + 0 I BACKFILL HEADCUT W/ TO NATURAL GROUND CLASS 'II' RIP RAP � . EST 110 TON i 240 SY GEOTEXTILE SEE DETAIL 10-7 � � -Y3RPC- TS Sto.12+00.00 -Y3RPC- POT Sto.10+00.00 = -L - POT Sto.127+75.00 59.0' RT �= Z'47� 3I.% INLET CHANNEL PROTECTION � CLASS 'I' RIP RAP � � EST 50 TONS � a �� 95 SY GEOTEXTILE � SEE DETAIL 10-8 E�-�� H � � .�1�` D ETAI L 10-10 LATERAL BASE DITCH ( Not to Scale) Natural I � ' Fill Ground ?'I p �,•.� 1'�Ft. Slope d GEOTEXTILE g Min. D= 1 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class 'B' Rip-Rap b= 0.5 Ft. FROM STA.10+20 TO STA.12+68 -Y3RPC- RT � -�_ _�� /_ � /�V � FROM STA. 125 + 09 TO STA. 125 + 21 -L- RT �� �w� � == -- �� ►.���,�ii����r� � 1�2�.7���. ■�►�� � ����� t , •� ��� . �,���/�s � FE ! � OUTLET CHANNEL PROTECTION -Y3RPB- +65.00 �w c�,o,ss �ii' RIP RAP -Y3RPB- SC StO. l2+10.00 166� �r & �' EST 100 TONS 140' LT � � 167 SY GEOTEXTILE SEE DETAIL 10-3 -Y3RPB- +10.00 140' LT FEN E -Y3RPB- +35.00 � 47� � � 158' LT & OUTLET CHANNEL PROTECTION - E E 140' LT CLASS 'I' RIP RAP F/ EST 100 TONS r 102 � 180 SY GEOTEXTILE SEE DETAIL 10-3 � 615A ,�30�� wi. � ELBOWS HUBBARD REALTY OF �/ SEE DETAIL 10-9 "�1 b' X 6' RCBC o 30' NOT BURIED �NP� 2GI � -� 15" RCP-III WiFG _ + , q Z �Q ��� S � � � +' � 8' 1 X 18" 2G1 d. ' � RCP-III � �---������ _ - 1 J 1�1 L 120' RT �E PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 10 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRON � Wo� � � I O N �'O LJJ M�j W � N � ^' O o ~ N � � N � � 2GI-A 24" RCP-III (� � � N Q r N � N N ~ N I N J � 102 W C Z 2GI �-- � ��` J C y U � � � � 02 �' � � ` �� 2' LATERAL BASE DITCH �� �8 � R�,, W/CLASS 'B' RIP RAP � � `�// EST 120 TONS � \ 340 SY GEOTEXTILE SEE DETAIL 10-2 � � \ � \ �-Y3RPC- +45.00 C `� � � E 136' RT & � E 120' RT � -Y3RPC- +80.00 -Y3RPC- SC StO. �4+2�.�� `� 175' RT -Y3RPC- +95.00 195' RT ��- � HUBBARD REALTY OF yy�NsToN-sA�EM. �Nc 615A DB �634 PG 4�99 -Y3RPC - Pls Sto 13+46.73 Pl Sto 16+52.67 Pls Sto 19f53.03 6s = 5' l5' 07.6" �= 2/° 56' 45.2" fRTI 6s = 5° l5' 07.6" Ls = 220.00' D= 4` 46' 28.T' Ls = 220.00' LT = 146.73' L= 459.63' LT = 146.73' ST = 73.39' T= 232.67' ST = 73.39' R = 1,200.00' e = 8% DS = 60 �IPH ? . - c D ETAI L 10-7 CULVERT HEADCUT BACKFILL ( Not to Scale) ROADWAY FILL SLOPE HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 I��� �� � �� FILL HEAD CUT WITH CLASS II RIP RAP EMBED CLASS 'I' RIP RAP FLUSH WITH EXISTING CHANNEL ROW LIMITS �� i � �' .i FILL � MIN. 1' APPROX.S' TUCK GEOTEXTILE EXISTING GROUND ALONG CULVERT C� SEE SHEET 63 FOR -L- PROFILE SHEET 103 FOR -Y3RPB- PROFILE SEE SHEET 104 FOR -Y3RPC- PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED ��\�F FHcF � LL � � N n � L / �o H o' � m a o Q � w � � � � Q--� w H � � � o � � � � � o a -- � o .. o o w o' o 0 � � a� o � � o � 0 0 �i + 0 a � a � � � 0 0 U i z w � � '� ° H o + � ° � - 0 � � o w d � � REVISIONS -Y3RPB- Pl Sto 16+24J6 Pl5 Sfo 20+94.47 0= 25' 38' 23.T fLTJ gs = 3' /8' /9.9' D= 3' 08' 532' Ls = 2/OAO' L = 8/4.45' LT = 140A2' T = 4/4✓6' ST = 70A2' R = 1,820A0' e = 7% DS = 60 MPH Pl Sto 24+gp,27 Pl Sfo 25+g4,58 p= 2P /4' 026' fLTI �= 45' 49' 57.8" fRTJ D= 9' 32' 57.5' D= 9S 47' 09.0' L = 22236' L = 46.40' r = a2�-r T = 2452' R = 600A0' R = 58.00' e = 8% DS = _ �PH � 25 -30 PH DESI�N SPEED SE� EET 43 ASHLEY R. STE�y ART ,�.; \ �_.- / � �= _�;�-,,,. �, �� -� �`�/ y.,/ r, � �_ Sr' ` DB 3i88 PG 2Y67 ' �,J Y3 STA 21 + 50 � ���tPa=� � o. s+ as 63 � E�P �- ,,�- -� _ � �z��R�P E�P � �S`" LINE - ,z, ;z� 4- o, �� , �� � � � �� _ � �- ? ,� � A e�Cr 1 .�.-' b2 . R LATERAL 'V' DITCH � � � � � �i\ i � i, � _ 6'3'i' �- . ..r __ - /.. ���� � S�T 4 NS . R 2 . � � �� � � ... p0 �56� � i; , Y3 4.32 �o.i� ���" -� . , � SEE DETAfL 11, 2' L4Y _L ITC � 3- +40. � i . . .. .. . m 700' LT Y3RPA- +50.00 / !- �' 1$Q RT' � �� � 643 127 SY GEOTEXTILE ' '. . �p �� -Y3R A- 86.1 04' RT -1'�� �.�.�.�� � 100 RT � . � �� � LILA L COATS .. � ,,, t 98 RT � . (` , ' i 2' STANDARD BASE DITCH �$ Q 0O DB 994 PG 295... HILO ENTERP�R�SE IRHIAS�R � , � \� 2' ERA A E Q17C � � V P7G-+55.00 . QDE W/CL455 'B' RIP RAP /' �� t DB 994 PG 401 \ � EE SHE 2G' 4 5� RT j����. � ��/ RAHDY D. SAPP "� �� ' � � � \ DETAIL -� ��� � � � - �� 70 TONS CP �� -!.3- � .Sf�. 2.3'�'V't.35 = DB 3060 PG 2742 ` , �� � � �� \ �� �� � � , "� E� � �18 SY GEOTE%TILE � SL `,, �� -Y3RPA- PT Sto. 29f69.62 �"F' +2� �6' ` p�� ��- p0 � SEE SHEET 20.4 2 q§ � !' F� 33 � � '.. m DETAIL 11-1 . . X �\ -Y3RPB- PT S10. 26+/655 . / �., �, „-� �_ 614 RurH 5, DOWELL a�d husbond. � `c,-' V � ���"100'� +70.16 _ 01 � � �� � .�- - � BENJAMIN F. D0�'ELL, JR. � �ND OVERLAY �� \ �� - �- -Y3RPA- PT Sto. 25+74.32 DB 2985 PG 30i4 � I � � � ` -r RPB- 0.2' +�oes '� � �' `, R �nP. � � �+ 4i'Ss�3o.4� C% � EaR� B.HIATT,JR DB 3003 PG ��45 ' BEGIN WIDENING/RESURFACING � x �Ec X'\ �iX �� yo n � _ .. � ..' . < � ;.... DB i564 PG 533 � .:- �� � X ZS �i - k � � �c�� , ' , ' 2- TE�,� o,r�H � o --- � \ -Y3RPA- SC Sta. 22+55.�9 -Y4A- STA. 20+82.00 y� / / - _ =� j i � W/�A55 ' ' RIP RAP ' ' i � \ ENERGY DI$$IPATOR BASIN �- � � _ � - � - F '. p :. ... 7 , � - ` SEED TAIL eD 3 - 198RRT +58.00 rn i� EST 86 TO 5 , i .:. �.. � � � _ � / � � � � _ � �- 101 SY GEOTEXTILE � x i '� SEE 5"EET Z°-' t' � � � �� END CONSTRUCTION `� ' J, � i � � oETA�� „-,o E -Y4A- STA. 22+00.00 i AT 1 l / F -Y P�- PC �to. .79 2'LATERALBASE DITCH p ..� `` .•� / "�. 5A� � � ' .. �% \ , BANK STABILIUT / i �. � 11 � � SEE SHEET 2D��-4 C � x �7p0 / � �. � � � �..... , N \ := CLA55 'I' RIP RAP r � � ' \ \ � \ :�'�. 4E7AIL 11-9 ' sC1 1 .. . � / / Q / ^ � `� � E5T 29 TONS -y3RPA- +36.00 � �`�... xi a^;� 18' 18' '� , e H�. 200' 7APER ,_ �� 40 SY GEOTE%TILE � 218' RT ..� ..., ; . LZ D 7CPG �IIIB C � � \ / Y3 +47J9 ... N� .,�,.. 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F � \ / \ / , � � � N � } 117 SY GEOTEXTILE', � �-�. �1B�w51ab � � . 6 �... . . ���� .. _ Q SEE SHEET 2D-4 � � ; +g� �� '- / O DETAIL 11-10 \ �" � -Y3R PT Sfa.25+9/75 �.� ; � �� � � �" � � � � � 16, �5 / � '� / /�� -Y3RPD- CS 5/0. /9+502/ �` �/�p�A , � � ��, �,_ \ b p / J.VV-.11���,_. _ . . ' `.. , 07 .,{'T r � 6- / " O ^ \ . � � P -Y3RPC- SRS Sto. 20+99.63 \ \ � \ � � / � -Y3RPC- PC Sto. 26+999/ � � '' �` � °� p. / `' -Y3RPC- +99.1 � � ����C� v:� � _ _ 16 76 , �� -t ` . . , ��� �� � � / � �/ � � �: 1 �3 120' L7 ��� FRAHCE�� ' . � � -. . �. 115' RT � / y*' . � l��-� P� SfO. 3bi'3%8 .�� ..O o , X � / � � / .:� / .. . Y3RP0. +70.21 HENd DRIX ';�'� b - x 6, '� � � �� ' �° � � / .� / � / � �RONN�E L ERRiTT DB H43 PG 577 -Y3RPC- Pls Sto 13+46.73 Pl Sto /6+52.67 Pls Sto /9+53A3 Pls Sto 22+46.48 6s = 5' /5' 07.6' p= 2/' 56' 452' fRT) 6s = 5' /5' 07.6' 6s = 8'45' /2.7 Ls = 220A0' D= 4'46' 28.7 Ls = 220A0' Ls = 220A0' LT = 146.73 L= 459b3 LT = 146.73 LT =/46.85' ST = 73.39' T= 232.67' ST = 73.39' ST = 73.50' R = 1,200A0' e = 8% DS = 60 MPH Pl 51a 24+57.34 Pl Sto 27+73A2 Pl Sto 29+82J4 p= 2f 39' /6.6' fLT1 0= l8'2T 2�.2' fRTJ 0= 45'49'46.4' fLT1 D= T 5T 27.9' D= l2'43' 56.6' D= 98'4T 09.0' L= 272J2' L= 14495' L= 46.35 r= ��r.�a r= �3ri' T= 2452' R= 720A0' R= 450A0' R= 58.�' DS 8 50 �PH DS 8/ �PH � 25-30 �PH DESIGN SPEED APPROACHIIyG ROUNDABOUT p � -Y3R - PT Sto. B6 +� '� -Y3RPD- +37 j / \ \ / _� . �., --,�g_ ,a .'•�� O � ..,, -0 110' LT � � DB 2i5i PG 3808 ...-Y.3RFD- ST St 2/'f%�.�� - . \ � . � � -Y3 C� +65 ... . ;; � ` � •- o o�O _ �n p . / R 54 'P IpO, � � � m-705':4T� � � „ :.' � � � � „ _ - � �, � � � � - - n 27 ' � o . R 90' ' � .� •� i � � . � -i��P�- C SlO. 22'�'6� � � � � � �. � 5 / -Y3RPC- SC S . 3+/9.63 c� . � _ r� ` � �S, ,a' �. � � � � ,�, � , -. � t '- � Y3RPC- +19.63 � �... e ,� � 7�6„ 4'- I ' . �" . ioaRr x � _ A m NcooT - r� '� ,��// c �;� DB 3008 PG 3836 C �l � ... y � \ � � i � %a-y3 J�� � 'F � � . , RP ,� PT � � . ,. � � �'.0 3' LATERAL BASE DITCH � ; �>� � � 0A � A� � / c N 3 .. � L ST 0 TONSIP RAP ��� � i �SX V3- +75.00 �F . "� 5 ^ qg° � , g\ 512 SYy�GgEO�TgEX�qTILE �* � � � �� . '� -�� EX. WW IT � S0y�0 a . \ D�AIL"�K�1Wi �Z.% ,�' � � / I �.- ,.;..,�5 E�ZZ.Z� �INSTON-SALEM .. o� o �-.. ...� � - -i3%�P - ` .. . ` _ _ _ _ - _ _ _ - - - _ _ DB 2205 PG 3936 .� e. o ...... � ' ' L BASE DITCH \ - • • - x ' � 16' 4' ` DB 816 PG 82 . .. �.i' .,� �_Y3RPC $ '6' RIP RAP P��I� .GZ FS � � `°� s. � ioo� ar sr nv roNs \ Y3- POT 5 35+8/.88 �- ',b, , n5 � -Y3RPD- PC Sto. 25t-52A4 j� � � � -- -- � �. � 6 7 SY GEQTEXTILE -o �. ERiC D. MEL esr � II 1 / /^ EE � m \ -Y3RPD- P o. 25+ � 68 �Zp� I GRADE TO � m � , �5" £`� 5 SH T 2D Fo o DB 2416 PG IB 4�\ ��� � -- � 7� --� ` DE AIL il 11 �- HW // \ P� G� \ DRAIN >. )�� LOCATION: �� � _. 3� � � A �-- ^ � � - -- - � a . � � �s,� 1 �'���"� "� i � �i � � 1 C c o F � . �1' �n.e � _ -- c � �� � � I i � i � �oN°/ / `A� � � -Y3- P . 35f95.88 = ° A ` SEE SHEETS 64 & 65 FOR -L- PROFILE / ' \A'F' !� �ft / � GP� dJ+ y - � p7' eg5 s y i � � >m s s raRrc- +�o.00 -Y3RPC- f�Al ��55 2GI ❑, 2 / a� L, SEE SHEETS 100 & 101 FOR -Y3- PROFILE TIP NO.: \� q�. ��\ i > m 172' RT 8 E a��` � SEE SHEET 102 FOR -Y3RPA- PROFILE I �� \ � 24" � I � `' �1 SEE SHEET 103 FOR -Y3RP8- PROFILE � „� N �6 0 0 '� �' � 124.78' RT 1156 \ G k DESIGNED BY: a 1 sg �\ r p o� �s ��o F -ra- +m oo WiE�aows � � �� SEE SHEET 104 FOR -Y3RPC- PROFILE � -o y 121' RT � ' �S� �'� SEE SHEET 105 FOR Y3RPD- PROFILE a n, �� � � o � � s � � "�� � � � � ,�' , \, 3� a� SEE SHEET 107 FOR -Y3RA1- & -Y3RA2- PROFILES 6o a� � \`� �� -vs-r+zs oo �� � S` SEE SHEET XX FOR -Y4A- PROFILE CHECKED av: � Zm ;°� - / taa�ar S� DRIVEWAY RADIIIO' UNLESS OTHERWISE NOTED PROJECT REFERENCE NO. SHEET NO. U-2579D, E & F 11 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ''� �CptTje FLATIRON �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suile 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 Sr�," STV Engineers, [nc. i v 100 90o wes� T�ade S� S��te �,5 � e�. cno�iorte Nc zszoz NC License Number F-0991 -Y3RPA- Pls Sto 12+9572 Pl Sta /5+95A/ Pls Sto 18+89✓9 6s = 5' /5' 07.6' p= 2� /9' 59.6' fRT1 6s = 5' l5' 07.6' Ls = 220A0' D= 4'46'28.7' Ls = 220A0' LT =/46.73' L= 44680' LT = 146J3' ST = 73.39' T= 226A2' ST = 73.39' R = �zoo.oa e = 8% DS = 60 �IPH Pls sfo 2/+8264 Pl sfo 24+/7,7/ Pl Sto 27+34.32 9s = 8' 45' 12.7' 0= 25' 20' 5/J' fLTJ 0=/5' 5/' 29P fRTJ Ls = 220.00' D= T 5T 27.9' D= l2'43' 56b' LT = 146.85' L= 3/853' L=/24.55' sr = �3.�a r= isi.sr r= 62.r� R = ��OAO' R = 450.00' e- e= 8% DS = 50 �PH p5 = _ �PH Pl Sfa 29+57J2 � = 25' OT l�7` (LTJ D = 98'47' 0898' L = 25.43' r = �Z9r R = 58A0' e = 8% DS = � MPH � 25-30 �± P H DES IGN S PEED A P P ROAC H ING ROUNDABOU T -Y3RPD- P/s Sto //+46.69 Pl Sto 15+9pA8 Pls Sfa 20+23.56 9s = 3' 2T 46.6' 0= 22' 59' 15.9' fLT1 6s = 3' 2T 46.6' Ls = 220A0' D= 3' 08' 53.2' Ls = 220.00' LT = /46.69' L = 7302/' LT = /46.69' ST = 73.36' T= 370A8' ST = 7336' R = 1,820A0' e = 7% OS = 60 �PH Pl 5/0 23+74.3/ Pl Sto 25+g4,98 �= 25' 24' 12.9' fLT1 p= 3246' 38.7` fRT1 D= ll' 2T 33.U' D= l30' l3 03.7` L = 22/b9' L = 25JT r = u2.�a r = i2sa R = 500.Q�' R = 44A0' e = 8% OS = = MPH - 25-30 �PH DESIGN SPEED APPROACHIIyG ROUIyDABOUT GRAPHIC SCALE 50 25 0 50 100 PLANS COUNTV: DATE: � � � N _ N � N � O 0 � N � j w o � � H � � `� N a � L / �. � i � H o � m 0 0 U � Q Z �C1 U cD ' W N � � � m M i a v� � w � z � � W H I..� � � i w � 0 � � � � � O N N � � , � � � o } � � a � 0 o w � � � / i Q � p �. � o � U O C O 0 U � � U � � Q � i + H � o � � O U V � z z c � o 0 w J L � H + H = � � � � 0 � � w O W J � N � � � � PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D, E& F 12 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS SrT� T STV Engineers, IriC. ENGINEER ENGINEER �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 ��� � NC License Number F-0991 GN k � � Z� b N�' P � A S� �� � I�C� N� LAT RAL 'V' DITCH / G� F\ SEE ETAIL 12-6 S�G` F � � 65 �� � � G �\ � BEVERLEY GAY DEZARN � �� � DB 3�95 PG �25� m � , 6 � � ���� I � `� � I � ` � �' � � LATERA 'V' DITCH � �� PHILL�P ��CL SE I � � � 9 TIMOTHY R. LAUCK DB 2345 G�3 � oUT T�IR�iL�50 '� PR p 1609 i � � -. ��� - „ CP EST 'f�0���3 �o � �a 290 SY GEOTEXTILE A�' � S I 2.-11 N �$���� -Y3RPA- +20.00 � / + 193' RT � 1 -Y3 RPA- + 55.00 3' RT " � E DET IL 12-6 � � m 15" � D ETAI L 12-5 D ETAI L 12-6 �Sg�co � ; 3 STANDARD 'V' DITCH LATERAL 'V' DITCH 6 g5 p RCP- � � ( Not to Scale) ( Not to Scale) Z m x1� `` � � Q b � � v � \ ` �� � Natural � Natural Natural � � �E�"V H� C� � � � 1 � �� Ground '� Ground Fill DB i6 N 8• ?.� p �•. Ground ?.� p.y:� 1'%Ft. Slope •% � �\ \ F 04LT+00.00 � c Min. D= 1 Ft. Min. D= 1 Ft. b= 5 Ft. � Q 30, GRE 60 '�, � � •�-2 EGIN SBGY4- +96.92 19 STA. 164 + 15 -L- LT � � -Y3RPA- SC Sto.13+68.99 FROM STA. 159 + 26 TO STA. 161 + 70 -L- RT STA. 167 + 66 -L- RT FROM STA. 20 + 90 TO STA. 22 + 03 -Y4- RT p 2�� � � , � ON PL � ►: Z �C FROM STA. 20+29 TO STA. 21 +80 -Y4- LT N�2 �$q� -Y4- +51.1 1 C�\ b �� /P -Y3RPA- +68.99 120 � ^ 8'9 � � � ioo' RT � N -Y3RPA- POT Sto. lO+ 00 = � DETAIL 12-1 Ex. ww 1 F� � -Y3RPA- +10.00 °u� o �` �` LATERAL BASE DITCH 1 X �5" � -L �OJ JfQ.162+ 6.00 .0' LT ( Not to Scale) P ��� 4 �'i 6703�� E 100' RT � F =� ��' 29.6� -L- + 59.57 , 22� b �� 2�.5I' ��\ F r� � � � -Y3RPA- +00.00 75' LT g2°��' Natural I � � � _ � 47' � � 20 -Y3RPA- +18.00 , N � ��' Graund �� - 1 -Fiu SOIL � X �0 I �'�t. 20.13 � 1 1 4. 2 7 R T D ti�' �� � nh- FENCE �C. v� \ �\ 110.48' RT d- EX. CO C � T O P R O T E C T I O N � - V � � � � GEOTEXTILE B X '� �'�. �; ���- _ 47" WW FENCE Q Min. D= 1 Ft. - I I � � �� ,P _ � � /C Max. d = 1 Ft. _ _ � c� � ��o �� STANDA D'V' DITCH � *When B is < 6.0' _ , I F � � � ��L ���� � � $EE DET IL 12-5 � Type of Liner= Class ip-R b 5 Ft. C` � r � � � - - � / O l � I`�'�' \ �'p -L T S StO.160+59.57 � � ` � \ � � � . CES `F�EN z � FROM STA. 162 + 60 TO . 63 + 93 -L- RT � I ,,,�� � �� � � 4 P�I N - - - _► M I j�� BEGIN SBG � " 6' - - f ��� ����05 "� � \ _---�-- � 424RT+70.00 � +25, 2�i '� �. �., 27.5, PA TS Sto. ll 48.99 22,;� ���___ ------- �3 � I ��� 1� AT 1 2G1 \ (�yp� (Typ) 82° F � 05' � _ / - �n �} � I I� � � W 8:1 1 2 0 3 - WiFG N/g, 2 3� +53 �- -� r^ � J, m �� �:.� � ^ ,, WiFG \ \ ,�e� \ � �0 ,n EN D S BG FS � � q Ea I I I� _ N RCP III � 8:1 �' o _ � R' � 2G1 �� �' ��C TW S �; -gL 27 `O .� +02, GREU � + � N 67°24'� _- _n-, _ __ T� _ - -�,��� � � � -� y 00 ^ �o TL-3 � - - �M � W � �� o�a N o N 32. �w ,z, RaY E. & NANN�E s. sM�TH t� W + el' � � � � � � �B 117Q or w � t/� °� N = W � W ; �n � �t : �a, f13' � N � �'''� O � N V � � Q � � r o � i MEDIAN DITC � � � � �n N o � � «- � 2G1 SEE DETAIL 12-1 ao I �� ^ � N N O � � O + J � TYPE 350 FS 1213 «� o N � ^ � � FS 2iGl 1 _ N , � LC� - B L- 1201 - 24" RCP_I + 43 CGAU 63 ATTENUATOR _ °D L- 7 - `�^ � N N � N � V � i9 Q A __ C� ui N � N � i �� � � M � � Z � � /P� � � � N O N �Z�O pp 6 _� � � � •. � 2'j .$ � � < � � � � i i _ � �� a . N . 300' TAPER ; �� �., LQ N N � � � � � p rI�^ I N O 0 N �. 2�9 N � � � v♦ � � ` _ I � � �" � 20 � 15" RCP-IIN CA �1 2GI _� � NCDOT ISBKD FS � GI + � o '� � 3 3 7 1214 Q I� DB 29�3 PG 337� � , � �I O p O _ � � ' RCP� � . �� J ., 2GI CLASS 'B' RIP RAP ��' � -\,-- ` � �FS% C � ,� -o � . �� -�- " '��Md � X�"'CON�V" D�TCH W �? +Ob \ �, �G EST. 2 TONS G�� . �, � �-� N _ � \ � �E� � REMOVE I BEGIN SBG DITCH 7 SY GEO-TEXTILE F`� �� 18 W/ Z ��. 24' BST ,18 W/ � i W Z TOE �BLOCK , O i 1 60 �' ELBOWS -�-- � BLK ALL � Z �BOWSI ml ��_, ,_ � � F PROTECTION DETAILA �w 206 ��/ `` --{Tal�)�� 20 -�' \ � „ � � r6+ --� ------- -------C Z � ^ � �P, SEE SHEET 2D-3 / � 15 N 6�°50'16�IV- � � � � 1219 ,� S0�_ _ - - - - - - - - - - - � ,/ �C � �� 290.67' ��-- - +19.54 �`1 J U � I� X. - +45.00 = / � -Y3 RPD- + 70.00 R � � � � // 120.43' LT w / / `154 RT6.45 -L- +53.42 �� - � / - � E�45�ii I N , /,---, '�, r� C 205' RT & 0 -n � � I � LOU�S`� B. �IELBO � � � ���`�\ �n � ,� DB 2�46 PG 124� ANDAR 'V � 4 LATERAL BASE DITCH 176.44 RT � E E � m �1 0 12_5 N ► i `� SEE DETAIL 12-2 E DE �� � �, w � - � I � E E E -L- +59.57 -L- +20.00 � �; Q 1 � ` � � � � � � 4' LATERAL BASE DITCH 4' STANDARD BASE DI CH 200' RT & N 6' Z \ " RET I �► „ FENCE -L- +59.57 M/�CLASS 'B' RIP RAP W/CLASS 'B' RIP RAP 175' RT 173.65' RT �n � � \ � -� � � � � 175 RT EST 48 TONS EST 20 TONS -L- + 75.00 ❑ � � F \\ 47 � -Y3RPD- +20.00 131 SY GEOTEXTILE 54 SY GEOTEXTILE 205' RT & W/CLASS4LBBRIP RAPCH ' 1 U � �_ 1� 1 -Y3RPD- +20.00 135' LT SEE DETAIL 12-3 SEE DETAIL 12-4 176.29' RT �-b7�36'30" `� �_Tv- - G � � 120' LT EST 58 TONS 1 � _ _ _ t � f 7 165 SY GEOTEXTILE � 29�•13� ��N 0 -Y3RPD Sto. l2 +20.00 -Y3RPD ST StO. �0 +Q�.�Q - L SC S O. 63 59.5 S E E D ETAI L 12-1 4 B- + 33 .05 � ,` \� �� -Y4 B- + 45.0� -L - POS Sto.160+59.57 59.0' RT ' X �� � 3o N �,\ �� LT & 105 ❑ -y POT �to 10+00.00 / � F `� � � `55 LT -Y3RPA- Pls Sto 12+95.72 Pl Sto 15+95.0/ es = 5� i5" 07.6w 0= 2r i9� 59.6° rRT� Ls = 220.00' D= 4' 46' 28.T' �r = �4s.�3� � = 44s.8a ST = 73.39' T = 226.02' R = �,�oo.oa e = 8� M P • m ,� F � � DETAIL 12-11 FRANCES HENDR�X � I N W II �� � \� `� OUTLET CHANNEL PROTECTION \ c, E � ( Not to Scale) Natural Bed DB 994 PG 718 B E N WI D E N I N G/ � � F�I � I � B� +00.�� Elevation v - � 77' � 8c � o��' �°a� a m�, R FAC I N G o � o �)� N� � Q � 55� ��, �, 1 M'' 2 2 7A -Y4 B- + 10.0 � � � -Y4 B- + 10.00 �� ,.5- � �� ti� � Q � - - STA. 10+39. 61 45- T � � � EX. � � `. �, Geofe�ile �r N -Y4B- + 70.00 � I �� � �� N ALBERTO M DEZ � 45' RT � �' Channel Bed I 9 �� � F I (variable) DB 3141 PG: EX• �W O �F' N I - Type of Liner= CL -�- R�P �P D WI D E N I N G/R E S U AC I G,�. � o �� D S G O H F R O M S T A. 1 6 1 + 7 0 T O S T A. 1 6 2 + 6 0 - L- R T S T A. 1 5 9 + 6 8 - L- L T B I N O V E R LA`� ��� '`- I� � � -Y3RPD- Pls Sto 11+46.69 Pl Sto l5 +90.08 6s = 3" 27' 46.6' 0= 22' 59' 15.9° �LT I Ls = 220.00' D= 3' 08' 53.2' LT = 146.69' L = 730.2/' ST = 73.36' T = 370.08' R = 1,820.00' e = 7% DS = 60 �IPH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRON -Y4 - STA --------------W--�� � � DETAIL 12-4 _ _--------- so�� _ _ " I �3 � STANDARD BASE DITCH z \ � � ( Not to Scale) O �� I w � Natural Natural � N � � P � � \ � Ground 2•� �•:� Ground � � d ° '� �� ���8 RQ� SEE SHEETS 65 & 66 FOR -L- PROFILE � SEE SHEET 102 FOR -Y3RPA- PROFILE Geotextile- B Min.D= 1 Ft. �TCHLINE Y46- STA �Z + 5O SEE SHEET 105 FOR -Y3RPD- PROFILE r,-`"i a Max. d= 1 Ft. �� v� m Q •When B �5 < b.o' B= 4 F+. SEE SHEET 108 FOR -Y4- PROFILE `° N SEE INSET SHEET 45 SEE SHEET 109 FOR -Y4B- PROFILE `� Typ e o f L i n e r= C l a s s � B' R ip- R ap DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED `" STA. 162 + 51 -L- RT c � � m � _ � � � 0 � � � � a r � a � 0 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � Q H O � U Z W � H � � � � � O � N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U C O L t � L.� � � W O W J J (n H d � L.� c � � v .-� _ N � � 0 � � t � o. L � �. � O 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � Q H O � U Z W � H � � � � O'1 .--� � N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U C O L t � L.� � � W O W J J (n H d � L.� c � � � � _ � � � 0 � � � � a r � a � 0 0 U z w J m a � z w � t a 0 � � c a� � O O U � � Q H O � U Z W � H � � � � v m � N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U C O L t � L.� � � W O W J J (n H d � L.� � D ETAI L 16-1 I LATERAL BASE DITCH I ( Not to Scale) I � Natural � �-- I Ground ?.� p •1,•:� 1'�Ft. Fill Slope � � o � Min. D= 1 Ft. ;� I I�►I B= 2 Ft. I b = 5 Ft. /� �y � FROM STA. 208 + 84 TO STA. 209 + 12 -L- LT �� � \ �ti� � RICKY L PHILLIPS � � DETAIL 16-2 LATERAL BASE DITCH ( Not to Scale) Natural � w— I Ground ?.� p •L•:� 1'�ft. Fill Slope � o � Min. D= 1 Ft. 4. `—'►I B = 2 Ft. b = 5 Ft. / �, . � � � � D ETAI L 16-3 � � \ SPECIAL CUT DITCH � � � ( Not to Scale) � � � � � � '����� \ '� '� \ � � � � �\ � Front t Ditch Gaou d 2•� � �\O'�et Slope Min. D= 1 Ft. I >y '� � ,y \ STA. 13 + 70 -Y5B- � � � � � II� � � � � � � � � � � � 4' BASE �TREA�A CATIO�I � �� W/CdASS I RI �' - ,, � \ � \ EST 267" � �`� DB 2024 PG 383� �\ � s HDR Engineering, Inc. of the Carolinas JOHNNIE F. RICHARDS 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 DB �958 PG �6�3 �o� � \\ ��� �� 11 N.C.B.E.L.S. License Number: F-0116 � f \�� —Y B— POT Sto 10+0000 �' �� � Y� STV En ineers Inc. /J v> � � �` � � S�� ��� 900 West Tgrade St.,�Suite 715 Ii `�, �'�. ���� s� �� \ \ N�`" EC!'///�i Charlotte, NC 28202 '� � NC License Number F-0991 Q � � � � . . �� ���-e�`�e / �A ` \ - �\ � � �p . \ � � � ,���� � `��, � � � F � 1 FROM STA. 207+40 TO STA. 208+84 -L- LT � ��\ � �.�5 � -r�� \ � �� ANDA K. MUNSON t� � � � � � - � �` k � \,� � DB 2078 PG 3788�25° �' ARLYSS K. SMITH � S ����---,�� � �� ��Q>� �o � � �� � � � �� N�� ��� DB 87� PG 53� �� �,;. � - � ` � j r �N \s i � \'L � \ '� < \ � 22 ` MAR�A S�SCOE , �` `� o �� �` ����\ - �� � � ��Q � S,�N����� /� �''�� i�+'P� R � � � �\� � � DB 2077 PG 4394 DETAIL 16 4 � � �St /� � � � \ , � DETAIL 16-5 � � �� �.� �/ � � � �`�\� � LATERAL BASE DITCH � \ � � �- a � � )\ � � � \ . �/VI D E I N G� ( Not to Scale) STANDARD BASE DITCH � � ♦� �o �/ IP � � � \ � a\ � b ( Not to Scale) G�� � � �.� � �� \ \ \Q � �E� ��N S ��"" ' Natural �� Natural Natural ��� � �� �,� L�� � � Np � �`� f � Ground ?'I p �;.� ~ Sllope Ground ?•� D rL•1 Ground ,� \ \ / �� �,� � � \ �� �� �' � \���� \ s� C� rp FR_ � + � ' tl � � S �� �r � V � �`�� V v G/ � d � / i ��p � N � \ \ � � F \'YS � �' �a �`�� \ \ . A�� � � 1' \ � � � � � GEOTEXTILE B Min. D= 2.5 Ft. Geotextile g Min. D= 1 Ft. �9 � \o,�t��-�� ��\�� / � ��� �'� \ \ � \��'� O� B_ + � \ � 'Z2�` � Max. d= 1.5 Ft. Max. d- 1 Ft. / \�` �r� �,� � / � �� � d � 5 59 ` � 5 � \ ' • LT � PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 16 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je *When B is < 6.0' B= 4 Ft. * W hen B is < 6. 0' B= 2 F t. \ 0 � � � � �� 0� ��y i i - Y 5 B- + 6 6. Q 0 E�P � � � � � � i -Y5B- + 75.00 �� � � � F � � � � , F L AT 1 R O N Type of Liner= Class 'I' Rip-Rap b= 5 Ft. � �-� ' EX. RiW \ Aq / \ /� i 105 LT Type of Liner= Class'I' Rip-Rap ALBERTA D. HAYE$ \�� � o� \\ Tv� ' (VCDOT t� FROM STA. 204+20 TO STA. 207+32 -L- LT STA. 207+30 -L- LT \ \ ��� HIRA MCCANTS JR. � ��\ \ \ 41 3 �- � �` DB 2001 PG �996 \� o ti ` S��oo � o o JA E S. MCCA�TS F� � � / 2 � � �� �'° DB �98� PG 36�8 °' � '� _ \ -Y5 0. 0 �� 471 SY GEO ILE ` �'� \ SEE DETA -1 \ � �� �l � 5O � � `• '•• � CARL H. & . � ARLENE H. ALLMAN \ DB �2077 PPG 2726 ��I � O � CHANNEL CHANGE INLET CH �. PROTECTION � CLASS 'I' RIP RAP CLASS 'I' RI . � EST 85 TONS EST 58 TON N � NcooT ��` � � a� NSTRUCTION �� � F`�` � � �� 9°- ` �'�% DB 26�9 PG 3�90 ��� � - 6-�� . 13+59.47 � �� ' � � ` �, � � �°.� �� � . � N� � .��� � / ) ��� � � i� / / �� �AS � � �P � �e �NCD0 T �� � � � � ��� � � � \` \ \���'� � �/,� 27(}4 PG 4208 � \� � � �j j � � �`� 8 i -L- + 00.00 � F /o // � s� � i �oai � � \ � �� / � 2 00' LT . '�o�\/-� � � \ e � o� � F � � / � � � / / I � C\ POOL � \ Q � � � �-L\ +95.00 L- + .5\ ,�p �- %/ / � J � 150 SY GEOTEXTILE 98 SY GEOT . -L- +00.00 \ + �k � � I�CDOT �� � • �N / Li�` � � -L- 75.00 ^ SEE DETAIL 16-5 SEE DETAIL 16= \ 200' LT �� ��5'� DB 2708 PG � � � � � ' �, y�� 200 LT � � „ l �1 � GRADE TO DRAIN/ � L R i. -L- +00.00 �B �?247 FENCE SPEEFA CUT DI�-II � \\� � ,��,■ 175' LT � SEE D�T�41La'b-3 \ ��\ � /S�� � ��; IN FENC 47�� FEN E , � _____-- — \� `��� 4' LATERAL BASE DITCH` . � � � _��— �.—_.._ i ��� � � = CLASS 'I' RIP RAP _ _ _ _ — — . � , , � \ DO \\ �c�` � �,����� � � \ � (� EST 138 TONS � 2' LATERAL 3 LATERAL BASE DITCH _�_-- � Z�o SPECIAL V DIT �. � 5 \ G `__ � _ \ \ T 254 SY GEOTEXTILE BASE DITCH CLASS 'I' RIP RAP � __�----- J; a� OZ �� SEE DETAI -12 � �� \� �P s -� y F---- SEE DETAIL 16-11 SEE DETAIL 16-1 EST 93 TONS ����—�� O oo S 22�' 18" � `� \�\ �� �� r LI.� W/ELBOWS � .o � 175 SY GEOTEXTILE � 9� -Y5B- POT �. 13+89.96 � � \\ � % \ �� END FENCE � W 15„ ����_ $EE DETAIL 16-13 ,��"'� � �`J� a�•' �� � z�� -_-__ 1616 �- � N � N�onT ��� .� �, , , � ��� �� B� � � rn � RCP-�►� �� L �6 3 � W�G � � ` �, 24" RCP-III � � � DB 2779 PG 4014 � . � � i F y � � � � � � c � � � .-� _ � � N � O 0 � N � j w o � � H � � `� N a � r � � � a i H H � m o � o 0 U � Q Z v U � ' W N � � � m M i a v� � w � z � � W H I..� � � i w 0 � m � � � O N N � � � � � � � 0 } � � a o o w � � � � � Q � o a � o � U o � 0 0 U � � U � � a � � + H � O C 0 0 U V � Z Z C � o 0 w J L � H + H = � � N � � � � w o w � J (n H � � � � �� • ` � � � �• ' �. �� - —. , �� ,� � . � � '1 , ' �f � �I fl ' #1 a . � � � ' i��: � ��i� � ��� `: • � `� �; 1�3�� �''� �� �� � �f -� �� ■ . . i `i� � � � - � , �. 1 � I� � _�1� JB w�Slab 5' X 6' RCBC 160 NOT BURIED 3 18"' R --� � BEGIN FENCE 160 � � / ; CLASS 'B' RIP RAP : � EST.3 TONS 10 SY GEO-TEXTILE, � � V 47" WW FENCE OUTLET CHANNEL � PROTECTION c`n CLASS 'll' RIP RAP. EST 60 TONS 105 SY GEOTEXT SEE DETAIL 16-9 � DETAIL 16-6 FALSE SUMP ( Not to Scale) Median Ditch 9 -� 2 � (See Chart Below) �� 20' —�-I G� E' s � @tC. S= Ditch Slope � Proposed Ditch � � \ \ `� --�� i—�i� �� . � - -. ��� ,� � 1 + 00 S�1j5 / 24" RCP-III ` FS �� � � � � ,�� 2 I �� � / / r END SBG �F � 606 2G1-A 18" RCP-III � � � � +51, GREU � � � � / TL-3 + e 2G1-A 1610 � O �i �`?� � �%i 8:1 cVi, �� � F\� � � , N � , � \ J � .�� ' n� �p� �, � ` N N� �' ��" � ~� � N N r:, S .�g �A' '1 T 1614 � - � N ' N � � FS L -�q 2G1 � � 2GI % ' j � ON \ � 60 � � FS 2G1 °p c�n �\� Q � - _ -, � � � - � �n N ; � N � � . \ \ ' � J _ � �, ^ N � � -�3 � $:+5,, GRE �\ � � ,� rn + 808:1 + n� � ` TL-3 \\\ � \ � T-1 � N � A � � . � . � J � � T � � — � \�\ \ y FS + $�' � , � � \ � F rn �� 60 18" RCP-III 8:1 + 98, cn 2GI \ �\ +33, GREU F� CAT-1 ': 9\ \ F C � � 2GI-A 609 �s TL-3 161 � � � � `� \� ��e � rn � �, o, 2GI ��_--� `� ��� ��c(P� � � � � � \\\ \ �` 6 D � ` � s� ➢, — — � � � � �� � J � F` — — . � \\ � � _��-- � �� -- ��— �\ R _` � ---- ' 15-93 �� __�— , ------� R C � _ _ _ — FENCE �� � � Q �_ _��— 47" � \ — — — — — — — — — — — � � — � � R � C \` � � � � � � � ��� � / —L— + ��.�� . \� // � 1 175' RT r^ W J, '�` • .���� � E � o�, � �� � s� �_ � � -L- + 00.00 � `�s �� / / -L- +10.00 � 200' RT & NCDOT � �� j i 17�5' RT & �� 175 RT pB 26i9 PG 3i90 616 �� i ; p PRO�IDENCE MORAyIAN CHURCH . � � � CARL H. & �` DB 2435 PG �298 i i i� � � i � i ARLENE H. A��I�AN � � ' 1 � I . ` � � � . � � � i �� �� �� ;� �� � �� �, � � i � � � � � i �\•� � , � a `, . / I �,_,� r � � ,-- __---'. -'-� \`� , _--' -'. � � . FROM STA. 208 + 84 TO STA. 209 + 90 -L- LT � �- -�. .� DB �67� PG 23�7 F DB �207 PG 726 -L - � Pls Sto 192+98.38 Pl Sto 208+38.59 Pls Sto 222+6/.04 `�'� 15 0 6s = 2' l0' l3J' �= 39' 58' 18.7` fLT � 6s = 2' l0' l3J" � Ls = 300.00' D= l' 26' 48.7" Ls = 300.00' �� LT = 200.02' L= 2,762.66' LT = 200.02' s / ST = 100.0/' T= 1,440.22' ST = 100.0/' R = 3,960.00' � / e = 5% DS 70 �IPH \ D ETAI L 16-7 ` a D ETAI L 16-8 = a FALSE SUMP �� FALSE SUMP �� ( Not to Scale) �� ( Not to s�aie� o 0 Outside Ditch Traffic Flow ��, Outside Ditch �J2.0,� 2'• -� 2' -<- Tra ic Flow ,��•� 20:1 " I �— S � S = Ditch Slope � Proposed Ditch .t S � etc. S=Ditch Slope � Proposed Ditch \ D ETAI L 16-9 OUTLET CHANNEL PROTECTION ( NoT To Scale) Natural Bed Elevation tural Natural Groun Ground i �, �1 1.5' � Geotextile F� Channel Bed (Variable) Type of Liner= CL 'll' RIP RAP STA.207+24 -L- RT �i� i�� . \ � � � i � \ DETAIL 16-10 DETAIL 16-11 � �: � `. INLET CHANNEL PROTECTION STANDARD BASE DITCH ��� � � ( Nof fo Scale) ( Not to Scale) �� �` Natural Bed � � Elevation Natural Natural / i � tural Natural Ground ?•� rL•,� Ground ,�� Groun Ground d � , �/ , ?J r�;• ' , �� 1.5' Geotextile B Min. D= 1 Ft. i i� � � Geotextile �� Max. d= 1 Ft. ChannelBed *When B �S < b.o' 6= 4 Ft. SEE EET 70 FOR —L— PROFILE (Variable� SE HEET 111 FOR —Y5B— PROFILE Type of Liner= CL -i' RIP RAP Type of Liner- CLASS B Rip-Rap DRIVEWA I 10' UNLESS OTHERWISE NOTED STA. 207 + 30 -L- LT OM STA. 207 + 40 TO STA. 208 + 84 -L- I c � � � � _ � � � 0 � � � � a r � a � 0 0 U Z W J m a � z w � t a 0 � � c a� � O O U � � Q H O � U Z W � H � � � � m O � N M w � H � � O N \ CD \ .-� .-� w � a 0 Z O � J H _ N i W 0 O� ti � N � i C O � � 0 � i a � 0 U C O � U � � � � C O U C O L t � L.� � � W O W J J (n H d � L.� � � � a L � a � � o a o � U � w � � � m --' a � w z � W H � � � 0 N \ CD .-� t � a � o w L1') � � a C � N � 0 0 U i � � Q i H O � U a Z � � } w � > � H �L � 3 � � � w o w � J (n H d � L.L N z 0 N W � FROM -L- STA. 233+00 TO STA. 236+50 LT D ETAI L 18-2 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2•� .L•:� Ground d � Geotextile - B Min. D= 2.OFt. Max. d = 2.OFt. *When B is < 6.0' B= 4.OFt. Type of Liner= Class 'B' Rip-Rap �M -L- STA. 240 + 85 TO STA. 242 + 85 I D ETAI L 18-9 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� .L•:� Ground d � Geotextile B Min. D= 3.OFt. Max. d = 3.OFt. *When B is < 6.0' B= S.OFt. Type of Liner= Class 'll' Rip-Rap FROM -L- STA. 244 + 09 TO STA. 244 + 19 I D ETAI L 18-3 LATERAL BASE DITCH ( Not to Scale) Natural I b - F�u Ground ?'I p �,•.� 1'%Ft. Slope d GEOTEXTILE - g Min. D= 1.5Ft. Max. d= 1.5Ft. *When B is < 6.0' B= 4.OFt. Type of Liner= Class 'B' Rip-Rap b= 5.OFt. �IILDON C. FLAKE. JR. -Y6RPB- SC Sto. IZfOO.00 CHANNEL BLOCK . � DB 3�67 PG 3560 CARL MARSHALL SEE DETAIL 18-4 BERM o�TCH -Y6RPB- ST Sto.IOfOO.00 = SEE D TAIL 18-1 -L- POT StO. 23 +73.�• Jr' 9.00' LT DB 448 PG IIO � -Y6RPB- +00.00 -Y6RPB- +00.00 138.83' LT -YbRPB- +43.75 141.00' LT 121.33' LT C CHORD 47" WW FENCE BDO C \ ------------------ - ----------------- - -_���-_-- `' � F �� __________ C 1h � �. - - �oo.00 - - - - - - - - - - - 2G1 co �\ EGIN SBG�44 O FS + CAT 1 o $ �� � � N� � � FS o N2GI 25 , � N M N N � � � � � � � � � � � � � W I W N J = � N W W N ZW N � - cr� J � � O . .__... - -�- -• - �- -- � - -�- -. _ . . . __ ._. \ � 29 .q4� 4' BASE DITCH � y. CLASS 'B' RIPRAP j lCi Q EST 111 TONS � � N � � N 267 SY GEO-TEXTILE 'rJ' SEE DETAIL 18-2 � M O � •� . _� � � _ �� 2GI = 2GI-A + ' o GREU (TL-3) � - 1 1 ^ - � � � + +97 + UFS 24" RCP-III RCP,III ^ � JB w/MH < �- --- ----- 2GI-A FS � �� ^ �� � C � � _ _ _ � _ _ _ _ _ � � � � _ � _ _ - - - - - � � � � � � � 6 ---- -- C C 3��RCP��� ��� - ��_ ���- -�� - - � - - - - - - - - - - - - - C � � �ILDON C. FLAKE. JR. DB 3�67 PC 3560 � \ � N A -Y6RPB- Pls Sto 11+33.34 Pl Sto l5 +96.38 Pls Sto 20+54.74 6s = l° 56' 08.4' �_ l5° l5' 15.9" fLTI 9s = i 56' 08.4' Ls = 200.00' D= l° 56' 08.4" Ls = 200.00' LT = 133.34' L= 788.07' LT = 133.34' ST = 66.67' T= 396.38' ST = 66.67' O R = 2,�so.oa e = 5% DS = 60 �PH � � � � y .. . �� o �� / o ,,, y ����� o �,A�o,o � � � \\� � ♦ `� ��`c;� �INLET CHANNEL y ,,�\ PROTECTION 6' \ CLASS 'I' RIP RAP � r,� o\ ST 65 TONS o � � 3 �� 1 GEOTEXTILE • � � � E DE IL 18-8 � � � � AXLE S o��-p6" �V � � � Z 0 0 'u� � e� n �qs„ \�., HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. ' �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 LI . ` -Y6R � CS Sto.19+88A7 � . 289.�3' � N82°44'26"�N ���ILLIAM G. BENNETT � DB �79� PG n40 153 53.3 8.07 BEG _ 97.60' LT � %�'��'!'����_ „ � ���%�"%�i�� � � '� ��� . �.. .♦ � � ��� � �� -Y6Ri � \�. � 0 5'X`6� • 0T BURIED m u.� 9 � � � GLENN E. THRUSH 6� DB 22�2 PG 27(�8� 15" W/ELBOWS �____�___F�/ oo.00 ND SBG � � � � s �\��, OTCB n � o� � 152 CARL MARSHALL DB 448 PG u0 � � � � s.� � ` / DETAIL 18-4 SHALLTBE�REATED AS SPECI'T�^ T•' ^•••"' EXTEND CHANNEL BLOCK MIN. OF 1.0' BEYOND INVERT OF EXISTING CHANNEL CHANNEL- INVERT - COMPACTED- BACKFILL - RIP-RAP, CLASS I MIN. MIN 1.0� oEPTH- SECTION A�A ENGTH #57 STONE UNCOMPACTED - � BACKFILL � COMPACTED - BACKFILL SECTION B-B CHANNEL BLOCK NOT TO SCALE - COMPACTED I BACKFILL NOTES: 1) CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2) BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING CHANNEL AND PROPOSED CHANNEL. 3) BOTTOM OF BLOCK SHOULD BE A MINIMUM OF 1.0' BELOW THE INVERT OF THE EXISTING CHANNEL. 4) BLOCK SHOULD EXTEND A MINIMUM OF 5.0' BEYOND THE LIMITS OF THE EXISTING STREAM CHANNEL. 5) INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS IMMEDIATELY AFTER GRADING. 6) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF THE ENGINEER. 47" VWV FENCE -Y6RPC-POT Sto.10+00.00 = -L - POT Sto. 2 /+32.23. 59.0 o = o� oa oo.00° DETAIL 18-5 = a FALSE SUMP � � ( Not to Scale) � � or Outside Ditch I2 p�l TrafFic Flow ,��•� 20: � $ � etc. S=Ditch Slope � Proposed Ditch - D ETAI L 18-6 "` �� FALSE SUMP ;�o ( Not to Scale) o� Outside Ditch TrafFic Flow ��, 2 ' I 2�I GI $ - etc. S= Ditch Slope � Proposed Ditch - DETAIL 18-7 OUTLET CHANNEL PROTECTION ( Not to Scale) Natural Bed Elevation atural Natural Groun Ground 1 � J �' 1.5' � Geotextile ChannelBed (Variable) Type of Liner= CL 'll' RIP RAP STA. 244 + 10 -L- RT DETAIL 18-8 INLET CHANNEL PROTECTION ( Not to Scale) Nafural Bed Elevation tural Natural Groun Ground � ?� ,�;' 1.5' � Geotextile ChannelBed (Variable) of Liner= CL 'I' RIP RAP STA. 243 + 10 -L- LT D ETAI L 18-4 FALSE SUMP ( Not to Scale) Median Ditch 9" I 2' (See Chart Below) , 20' I GI S - etc. S= Ditch Slope C� Proposed Ditch - �Cr� � � �- 0 15" - 1 ' RCP-III � + 76.61 I. END G � FENCE �__ X � �AT-1 1 � S:1 + 00 25' N 48' CHL • ISBKD ( p) + + 50.00 � END SBG �� �� �� � \������ �� � � + 95.5 � � 6 NCE ^ X�/ � � I 1� _ _ � Q CH � � 4' LATERAL BASE DITCH J �, �' � � � O CLASS 'B' RIPRAP \1� �� . � J CO �/� EST 22 TONS I 5' STANDARD B r J 53 SY GEO-TEXTILE I I CLASS 'll' RIP P � SEE DETAIL 18-3 EST 19 TON� � � � I 32 SY GEO-TEXTILE � � OUTLET CHANNEL PROT I SEE DETAIL 18-9 � CLASS 'II' RIP RAP �I �� EST 39 TONS EIP � �� 66 SY GEOTEXTILE -{- �LQ// ����� � SEE DETAIL 18-7 � �j� � �� � � � �� + �/ � � 1.�1.� / // � _ + // � � � � I -r - r to. o V W � � W � �O�h \�\ \I� / v n P� �;• \ � Nc�nT � � k� ti �/ _ � DB 2993 PG 4440 � O � � � k k\ \ • I � � �i i � I I � / 1 I --- I � � 1 � � I I � � I � I � � I I � � I 1 � � I 1 � � 1 � � I o �`� ,,� , SEE SHEET 72 FOR -L- PROFILE �.\ �;�__��--- ` SEE SHEET 114 FOR -Y6RPB- PROFILE �_ o SEE SHEET 115 FOR -Y6RPC- PROFILE �, -__ o V I�r; � � _O PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 18 HYDRAULICS ENGINEER � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED � tl� � �r t e ` p� � � � � FLATIRAN � � � � � FS � � G � � O � � � O O '36" W qz, -Y6RPC- Pls Sto 14f33.38 6s = 4' 46' 28.T' �S = 2oo.oa LT = 133.38' ST = 66.7/' 1� � 7. �. � : • � - � • �1'� �' �■ � �1 � I : r1 � ' : � -.�� • . �E���fil ��������������.��:�..���. _ �s���� . �~ 7' �= �� , � a �. �; ����S�=S��y�� -�,, . � �` .- '�. � , � � � �� ..� � �� 2G1 EXTEND CHANNEL BLOCK- ` �� MIN. OF 5.0' BEYOND LIMITS OF EXISTING CHANNEL p LAN V I EW UNCOMPACTED- BACKFILL 1.5' 5' Min. 1' 10' FINISH GRADE - REVISIONS � p� . n•6 . �� �s - LT � ST � RPB- P/ SIO 2Gf77FB P/ Sr0 �if/3D�1 e- u 3r�ntr, o- 2s�r/��jj�, ar, � � ��f � � � �fM� T � 289b1' T � 5i2,fi' R � 1660,UU' R � 2�0p' D. . S ■ 6� PH DS +• PIi • 25-�'! �IPH DfSK� SPEED APPAOACHi�I�G ROu�IDu1601/T �, c nm m s<eie� q � \ o Q �i REMOVE �� R�P y I �o I b I �03' �� � �' � RIABLE � � � � N � • .oun - �� �j N8�1•x 4� `y�,\ .E55[1 �� 2' SPECIAL LAT ir n;' nG � E�c�r � 1� J � �� u•� � o RDWY- /Z��i. l( \�$\ OB iMY� i� LA55 ' P P � C �d� 2' 6 54 �-�l .� �� � } o➢ N 44 ,? ' o EX. WW / 8�6' � E / �EST 13 2GI �a \ � � 3 � C I � � ��� _� `" �y. � Min. D=1.SFf. `8, / ST 25 SY GE TIL REMOVE �. � 02 FS � EX. � � 6=5.OF. > p� 60 � ' SEE�TAh'',. 1 ��� E, iX � g4 09 �,� Ci�T'Y �� \ 05'3�.,2• � / � S � ` .a +4 . 2 � 5 ESTwiE.LLt t - - r � ��`o c {� OB PG t55 205.77� �i}i P4' Iy17 � E: R,�y �� _- - `I�T �' RCP / D t� FENCE FROM -Y6RP� STA. 22+50 TO STA. 24+00 FROM -YbRPB- STA. 24+00 TO STA. 25+25 r� � 5. ' r �, Y � �� D� �/ y ��, FROM -L- STA.265+00 TO STA. 266+50 C 1 11' 8q954� I 1 1\ � - FI 0 EX. ILW ng 59 - � . � 228.54' LT o n pp� I -'1�-{l� PI'i�s , 1 EiP - 190. 8' LT � -BY2- STA 5+00.00 TO B�) •2 - \ --- N ZE E�V• 9 6.14398' I. 1 __���� N �� � �_ _ � �i I�i - � a p'�1, Y � ISFD 15 . 5' �� � 6 ',s� .y � � �-ri , � G A �• ! -+3fl45 - L- � � y�\ o � L. $ L� X� m 2' IATERAL BASE DITCH - � \. ' ,p a'. L � � I N pEFER�i ', � , -` � `�., � CLA55 'I' RIPRAP - � 1 . . � � �Q � . � G �i� � EST 33 TONS � �i6� �. �rR 'np m 120.09' LT ,�ST ( 14 L � U j +43 X M�� � � EST 56 SY GEOTE%TILE LET CHAPI�PR TECTION � � �e � �n� -Y RPB_ 4\�'-'�?� � \ �4 1 � �` �� ����� 12' 6 � � ,� / � N SEE DEfAIL 19-4 . � . : t 88 TONS��\ = 744.73 LT � �^ - � I � � � 83.25' LT `� "�i \ p � o � 5•pp�i' 1 � � i � 1 f N^S � � 1 A.SY GEOTEXT� . � om � �E�DEfAIL 19 12 . 2' RT 42.68' 8.84' LT B1'2 EX. ILW p�T 27 �j .0���3' C . y ; o �X • �. 08.99' LT 4 EX.�'1K • � • i ES � t .� / / ^^ j 4 +9q �� � / � 9J5' LT �/�ppGC� _ _ � I • I 7 1T.4 . 98.79' LT Ld / ,�Y �. � R �0 ♦ 134.82', 7 5. ' RT .,� . �.. 4 � � i1� Pii �7 �6. G� � r � A�� �'f �Y� i .43 , f62 PROJECT REFERENCE NO. SHEET NO. _r�A_ U-2579D E & F 19 � P�S SM �/�p'EBr���i.��S} P� SiO�w�,�`��i:i�r P�S S�O �/�pf�r��OS�} PI$ S�O �lfE���rJ P� S1Oryr�lf�/i�pv� P� S�O� �Z+�S/�t��Q����'. ROADWAY �IGN EE7 NO. HYDRAULICS ` � � �{IV :IK e � :i �7� L:il� ��J � � �yp :/./i � � %��/ e e L� ��W� �Lri e � L7 V.I 7G/ ��I ENGINEER ENGINEER cs - 2aaar v- 3oe��z �s - 2nam� �s -�� v- r��a• v- 22�•oss tT - r33�• t-�23N tT - r33�• tT - t-�,7 �- i�,g� ST - 66�69' T- 9125' ST - 66�69' ST - 66�78' T� l�/�' T- 61iB8' 6669' R�/.BZ�' R� 758,�' R� 25Q�' . M DS � �IPH DS � �IPH DS �% �IPfI MATC H LI N E -Y6- STA 2 0 + 15 � � • �-� �� �� �ED APPROACI�//�Irc �nuNaaeovr �. � \ SEE SHEET 49 DETAIL 19-1 BERM 'V' DITCH � E • �O � � a � � FROM -L- $TA 266+50 TO $TA 268+00 LT . + . + -1 Rr -- Ir Y6RPB +92.54 1 I� �� T� E%. RM/ e' _ _ / I `L EX. ILW �i ^ BERM DITCH � �� � �s �'�� SEE DETAIL 19-1 + v� 103.8 'LT �{Q' I I � ii 'P _' (� �� 68•42.2 �BD � r - _ � W �� 153 �' � � � �W� �\ Y �,.� � -. y� � � � ,� 2GV � o � � `�� cN�R� � OB � � / o � / � •' C 25 EiP � N�ve, N � O •.4 � ` � l _ ' W _w /LA55 'I' RIP RAP o o., X 8 ` S 5910y�. EST 11 TONS S, � O GR V�S� 31 � N _ W / Q� 245,6p, E/ 22 SY GEOTEXTILE F � � O o' p _ GR O'�� �l / \ DETAIL 19-3 DETAIL 19-4 RIP RAP AT EMBANKMENT LP,TERAL BASE DITCH �nmm s�oie� ��o� o s�aial DOCUMENT NOT CONSIDERED FINAL y UNLESS ALL SIGNATURES COMPLETED ,om�. I N � ^ I Grade- 1.0'min. -1.T5' rou p 1"iF�. Slope � ��� �TptTje G[Olexii�[- B Min.D= 1.SFt. GEOTEXTILE - Mon. d= 1.SF. TYP< of Liner= 21 TONS,CL I Ri�Rap 'H'hen B is < b.o- a= z.aF,. F L AT I R O N Georextile= 3 z T 6= S.OF. FROM -Y6RPC- STA 23+18 TO STA. 23+30 �7 %Pa of uner- Closs I Rip-Rop FROM Y6RPA- STA. 21+75 TO STA. 22+25 RT FROM -L- STA. 255+08 TO STA. 255+10 RT FROM V6- STA 24 75 TO STA 26 00 RT \ �♦� HDR Engineering, Inc. of the Carolinas DETAIL 19-15 J 555 Fayetteville St, Suile 900 Raleigh, N.C.27601 TOE PROTECTION N.C.B.E.L.S. License Number: F-0116 �rvo��o 5cale� \ �1 f� ' �E� `s�oPE � STV Engineers, [nc. a STU 10o soo wes� T�ade s� s��te �,, Gxour�io d � \ �� Chorlotte NC 28202 -eeo*exr� \ � NC License Number F-0991 d lOF � Type of L ner Class 'I' R'p-kap \ � FROM -Y6RPA- STA. 18+51 TO STA. 19+56 RT ��rEE�� � W � /� 2GI / �. � �' 1 7 �� ` _ _ lj, _ m � � � \ � ?►!S FJB �� \ . C - � o� orce '' ex. w�v � � b° 0.� n. i � i \ t�lS1EE� J+� y FS 1 / Pii 2� � F � L� � �r�j � F$ 6� 2.29' R/ �� I� �\ ,� � /.� � / � I � �� Ki 2� EX. � ` � 5 \ / .� TO EiP _ � 17 - / i � � i GREU TL-3 LS � 2a' 13.6 4 E \ 1. Z�� FS / � 81'0b�44 i� EIP 5 �y � \ 9 a (1YP) � Zz53, � ��tJ ' � i i � � C � F ,y� I 'o � o � � �� jp EP 2 p� o � - � - . CbCSLATFR�B� 41T / / \\ ,/� (`� + 4 �ES"[ill TO 9 py � \ � �ON� � � ' � �I� +0 � 1 4, p � N "' o � `� � F� -. 0 Q N � .� \ � kST 191 SY GEOTEXTILE V • Z FS 'J p / 9 4��� E OB � � o 0 o p / .7 r � FENCE .. � o �Q \ I / / SE TAIL 19-7 4' LATERAL BASE DITCH \ e� E � j �� \^o .. �i 9►i � � 1 �� ti� o� �/ CLASS 'I' RIPRAP p0'°o Ri y y� e�re.E 9g•ObZb• I .F ' - � -- A� ^,��� C � � ry �1 1� /� � � / o 'p'�F'� \ EST 64 SYO GEOTEXTILE \�P'�� ,A � 3iie� q91j � �' �;..i � � � � \��. C � 9 bg ; 1� 1 . ` � � �o + Cy� SEEDEfAIL79-7 q3, ��E /'� EiP / 1y�Iy�.-.j iY J. i ? 9`� Q \� � 7 � 6.7 4 6 F y;y \ � 1 i� T�i` �'-jm � q� � v• � I �� � � � '� �i �iEY �g � \ � \ ', m o 1 �� ,� 7g, 3 � ¢�� , � � %�y� �L� � . � � b FENCE � / , / � A� / �'. O 2 = . , � _ � � � �, � � . 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F O xa \ / �� � I I � F / 147.00' RT � - o �O . \ � EST.6 CY E%CAVATION ���� I � i �/ \ s`� iSBKD y�(SE BF,@AA�DITCH W�� � UYGWNY➢I t� R� J.l, � � � � �� � �J / ���y.,. � � � � I � � �jSEE DETAIL 19-6 I � � ////���(rry �iR�qp ' / Q , IP � � � � 58 _ - `- � � . 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E �� pEFE kp� . � 1 � 3 9♦ DETAIL 19-5 DETAIL 19-b DETAIL 19-7 / �` � - � ' 1� , , I � � o � , � � � , • m LATERAL BASE DITCH DETAIL 19-8 "' ge,�9•3�.E � // o ,� E,S�Lix - N o STANDAND BS oE' DITCH BERM NBASEScDBTCH \' .. 22 \ l I 1 �p I �, n 25-3t'! �IPIi QESK�I SPEED A�II�G ROUI�l�A80UT � Noi ro s�oiel FALSE SUMP S q q6 � I I � IZN PG � N b � Not to Smle) y,�• ��» ��` Median Ditch q 16 q �\ � 0 �/ I I , ` roun D ro�n rounl - R� RDWY- Groun � I 1"iFl. -Fill I2� �.. \ � E4f' { EIP � 8. 8'RT ��Gl � � A k O �y,� I I � � d D D SIoPe ,�s"� \�' ��P � ��, 2� lT n� �e�.e��e- B Min.D= LSFL N � � A ��p e.w�� �„ � � 43 GRAPHIC SCALE o� I I M��.o- ,.SF�. � � ,3 �• � os ►�s nc":ro ` p1 .z� � S P� I I 0 5 0 0 li B GEOiExiILE- g eeChortBelow� ]0' GI 1 � �O �� Max. d= 1.5F. Maz. d= 1.SF. '\ 845.B5 B47.15 \ 12 � � � I � i[f Min. D= 1.SF. ' S� �' S 1' \ P a �wne� e �< eo• e= a.oF. - ' Tpp ELEV.' 6= 2oF. ., �' Tpp ELEV - 3 p mma� e ': < a.a g- q.OF. 5=Ditch Slope 4 Proposed Difch - . . , , , � � , � � / _ 1 /. m T e of L ner Closs I Ri Ro b- S.OFt. Type of L ner Class I Ri�Rop b= S.OF. � ' �� �� ' � PLM N S . � FROM Y6 STA. 28+86 TO STA. 30+05 RT FROM -L- STA 257+50 TO STA 260+00 LT -� . 6• E ���� ss \F . . .� �� �� �� �� �� �� G G p FROM Y6RPA- STA.19+50 TO STA.20+00 RT � gg �'\ �``` �` � LOCATION: � FROM -L- STA. 268+00 TO STA. 269+00 LT FROM -Y6RPA STA. 20+00 TO STA. 21+55 RT ���^� �� �� \ � �. \ � �� `�� S � � � DETAIL 19-12 DETAIL 19-13 \ tGN �� X DETAIL 19-9 D E T A I L 1 9- 1 0 "` DETAIL 19-11 ss '" ss -` � p F� � f I N L E T C H A N N E L P R O T E C T I O N O U T L E T C H A N N E L P R O T E C T I O N � F ` � 0 FALSE SUMP . FALSE SUMP STANDARD BASE DITCH �rvorm s�eie� �rvone s�aia� ,�-.., �no��os<oia� �o �Ho��os<aie� Noi��ieaa Ha��,�ia,a � �- /'� � DRIVEWAY RADIIIO' o � ( Nof to Scale) .. � /.. �� Ei�.m�o� Eie.ore� 0 o�f:�de Ditch H��,a� Na��,�� � � H„ �` • I � ` UNLESS OTHERWISE NOTED - � Traffic Flow .o � - .o � �p�� �o � ��o�� � � � " � � �� � � TIP NO.: COUNTV: Z P �Tra�c FDitWh O.� 20:1 GI � � Z, � d � �. � „ ,a�� � � ' .. .. .. . n Iz.o o �X �� ��. SEE SHEETS 73 & 74 FOR -L- PROFILE U 2579D, E& F FORSYTH � `c � '' " \ -x�-x X ��� '� C SEE SHEET 172 FOR -Y6- PROFILE y� �ea�ie- g Min D- 1.5Ft. '9 DESIGNED BY: > G� rno. d= i.sr+. � a°' a"'' e �na��,ia,a �°°'�""' a <ne��aieaa ' $EE $HEET 113 FOR -Y6RPA- PROFILE ^ - � 5 _ ef� ` r � ¢; i �wne� s n< s.o -�s.o- g= 2_or+. rv°�°'e� r^;^^ai \ - /� '� .. SEE SHEET 174 FOR -Y6RPB- PROFILE EPW 0 S=Ditch Slo e � Proposed Ditch- S=Ditch Slope C� Proposed Dit<h- aeru�a�= a�i�xi aar a,r�;�e.- a����a�P�,P `� ,� �� SEE SHEET 115 FOR -Y6RPC- PROFILE CHECKED BY: DATE: T e of Liner= Closs 6 Ri -Ro a j 4 FROM -Y6RPD- STA.19+00 TO sTn. tv+es �r SrnPzSo+az -�- �r srn. ssa+oz -�- RT ���' SEE SHEET 176 FOR -Y6RPD- PROFILE �qF ObN4/18 � � � a L � �. � � o Q o � U � W ;; � m ~ a � w z � W H � � � O N � �O .--� \ � � a � O w � � � a C � � � � 0 U � � Q � O 0 U a z �, � } w � > o' H �L ��, 0 ��w o w � J (n H d � L.� N Q N W � � 0 l��IqT � �L _ CHLI � x � s5 � �_ Y N E � ':S `9i. 6A_ � 1D� 1 � o0 S�A � " ` STEPH N L. & �i o .� • 1 � � � P � �CK�E . SNEAD '9 �° � s EE 0 O �" � DB I716� G 2328 Q s W SHEET S � � + � _ � 51 � � � � � � �. a � � G �`� � / ��. ', � a ' � �� � �0 � ��' �� ��� �� D �� VERLAY ONLY � . 2 � �� �' 3 I / � � � � � ♦ � � 1 �'t�, � s � . � � . �� �j� � � � B '�I CONSTRUCTION a � �,, �.,, z � ! � � o �� I� �ABABA GA��ATiN � i j.\,�\ �o �Y6 - ta. 15+67.31 � c� � I � � = I DB 2769 PG 2i2 � Q � �X�S%�`�,�W__� ��/� A-+85.4 �� r 65� � OG ��\� \�_ + .03 � � � � � � _ l 2 ,� � `=' EX. RrW I � �'�, �'o \ �� X. �2��2� BS� �2 Wp ��� � v � � � -Y6A- + 5:fi1- 48" CH� � � \9 \ � S -�5° ��, J. & ��'� a/ s,,.� �R 3•4�05' RT �S \ � � � � � Y6,4� - R� �'a.-l- 75.25 Fo CA G�RR�4R� c,; � �., N --� 7 o..�, 5� c �60 �, o' �, , ________ ''�1dE�fl�/ RLAY ONLY � ,5' RCP-/ - ��� I NSTRUCTION • Y6A- +45.73 �s oo / a Ob 2' T5� � \ �Y6A- �s� + 1 2. �C7 Ok X. RrW � ' � 2 ND �fl��RUC � -Y A- + 67.84 � -YbA- + 71. 4.28' RT / bj� �- � 2 4Jr �T -Y6A ��? �.�Q � // '° ~ � � „ � BE �NE & -� ��° JERO E JOHNS O � �+ '0G 2y�o 2 �� � DB 15 .8 PG 1653 p EIP _ � \ \ � �� -YbC- +56.35 � �5 \ � 44.58 LT ����,� o � � \ � STEPHEN LEE SNEAD DB 2790 PG �568 � �� ���� � _v�r_ � oi �� \\ -Y6C- +55.26 q� � � 7- EX. RrW � PAUL D. & � � �ANDA JONES \� - -Y6A- +21.37 CLASS B RIP P � � STA.24+34 -Y6C- LT DB 1126 PG 1404 � \ EX. RrW / a EST 2 TONS Y6A�0� ZSt .�Jr' +4 'Jr . � U 7 SY GEOT ILE/SF �' �_ 1�bv \� � 'T �/ 4 -Y6A- +89.8 ` � �, N 2 LATERAL 'V' DITC _ E ��( ; tic 70.85' LT TI THY I� ILLIAM -Y�R��� � StO. IOfOO. - �c; A� � CLASS 'B' RIPRAP � �� � \� � � CHEKYL -�- PQ t0. 7� f 5.03, 59. N 0� EST 69 TONS : 7p - -+ . DER D�NK�NS • 152 SY GEO-TEXTILE .,, -Y6RPA- +8 .� � 1 8 DB 2886(P PG �300 0� - OQ� O Or SEE DETAIL 20-9 .�� � � � � / \ - RPA- + 00.00 i / 124.11' 13 .49' RT 47,✓�� F 75.00'0.00 ������� � \ 23 � CE � EIP C �� ���2 BERM 26 ,� F �'` � F, J'o CLASS 'I' RIP RAP A � ,' -L- +73. �� \ i/ BA E D CH . �� ��° E S T 2 5 T O N S � 1 7 5. 0 0 L T \`�� / � % SE D AIL 20 �,,.� , �� �� o `_'9, '' �0 cc` i _ _ _ _ _ _ � g� ��'° " �_ ,� 42 SY GEOTEX�F .- �_ - 2� �. �� //��-- ���� �L ��\` '33"yy�.�`EIP ! BDO. " \ - �� �' ROBERT D. HOSKINS �jO �-- � 84 HW � ' F �� ���� DB 967 PG 58� � 81 � � � O W�E�B ' +57 JOSEPH H.I & SPERRYI DAVIS \��� C/ NpRT I ST 6O \`� � O FS � 2G1 CAT-1 BL 8` DB 390 G 65 �/MINISTR ECIAL , � � '4 �, 2 II�T�REST� TER �� � �j . o �� �., ss, ,� .�,,� -�. . , �r� � SHERRY DA ,S� � � ,.,., � - - 8:1 � °) PG �65� . � . 'v �n ' � � � N � � � Q� N � r �� � � t/� W � W N � I r J= I � � � WW N � � � r � �x J � � -L - Pl Sto 275 +54.77 �= 43" 50' 3/.9" IRTI D = 0' 57' 58.�' L = 4.537.58' T = 2,386.38' R = 5,930.oa e = 4% DS = 70 �IPH '�t O i 25� V ��rP� � � -� � �i � / C CLASS 'B' RI � ``� EST.S TONS � / � / 14 SY GEO-TEXTICE F � _ -Y6RPD- Pls Sto 11+22J0 Pl Sto 13+49.32 6s = 0' 58' 30.% 0= l4'' ll' 10.2' fLTI 6s = 4`46' 3/.�' D= 4`46' 28.% Ls = 200.00' L = 297.1/' LT = 122.10' T = 149.32' sr = �8.05� R = �,�oo.oa e = 8'/. DS = 60 �PH -Y6A- Pl Sto 13+07.60 0= l2' 58' 33.0" IRTJ n = 9' 32' 57.5' L = 135.88' T = 68.23' R = soo.oa RUNOFF = EXIST e = EXIST DS = ExiST SEE SHEETS 74 & 75 FOR -L- PROFILE SEE SHEET 113 FOR -Y6RPA- PROFILE SEE SHEET 116 FOR -Y6RPD- PROFILE DETAIL 20-2 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� �•.� Ground d D Geotextile B Min. D= 3.OFt. Max. d - 3.OFt. *When B is < 6.0' B= 5.OFt. Type of Liner= Class 'I' Rip-Rap -L - a� ���� � � � v O -YbRPD- + 0.00 ;HORD \ 116.Op' OUTLET CHANNEL I �-Y6RPD- +00.00 - \/� S�T 82 ,TONS�P 111.83' LT 139 SY GEOTEXTILE f SEE DETAIL 20-10 �,o �s�' �s9 � 60 9, • 9s_ � � -Y6R .- ST . fO - JOSEPH H. & SHERRY DAyIS -L PD StO. 2/- 7.10, R DB �390 PC �65� -Y6RPD- SC Sto.12+00.00 `� `�, \ - -1 \I 180 LARRY C. & yICKY S. BOTTOMS DB �79� PG 876 TRACT I DETAIL 20-10 OUTLET CHANNEL PROTECTION ( Not to Scale) Nafural Bed Elevation tural Natural Groun Ground � �, �:. 1.5' � Geotextile ChannelBed (Variable) Type of Liner= CL 'I' RIP RAP STA. 271 +50 -L- RT DRIVE�Pi4����1-���� UNLESS OTH 8:1 � GREU (TL-3) �� � o +50.00 ^ + � + `\ \ 97�� + . `, + �o FS BEGIN � � � N 2G1 F �-. - ____ ____-------_ _ ���\ // �-� _�� .. /ELBo ��_. � � - ----__ _ �. / ---- ,.r C ws / \ J. DONALD & °o; '.� BETTY SHELTON DB 9�4 PG 4� ��09 �� o_ GC' 7" WW FENCE =ROM -L- STA. 280 + 78 TO STA. 281 + 50 I � � � � c� � � � �N / � � f / , / �C i' . � 300' TAPER � - �,� `�� `9-�\ .�° � . $� 2 / DETAIL 20-9 LATERAL 'V' DITCH ( Not to Scale) b Natural �- Fill Ground ?'J p `L�1 1'iFt. Slope d PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 20 HYDRAULICS ENGINEER Geotextile DOCUMENT NOT CONSIDERED FINAL � Min. D= 1.5Ft. Max. d= 1.5Ft. UNLESS ALL SIGNATURES COMPLETED Type of Liner= Class 'B' Rip-Rap b= 5.OFt. � F ROM -L- STA. 2 74 + 93 TO STA. 2 76 + 50 LT ►.00 �, S�5 � o, 25 �S � �Ypr�je 22z � \ � �+ � , ���'�.s FLATIRAN .o ,r' ��t� � � G o . �, .� t�` F �os o� ��� � ���� / .•� � � � � G �'' \ � oN�' � i � END CONSTRUCTION �' -����G�' � �.c� �, � � � . �ay � � i � � /� -Y6C- Sta. 16+42.63 a N , /� -Y6C- +04.40 _�_ �� T� 'V�' DITCH \ � � � �y6C- PC Sto. .8� PUE 77.00 LT PU 197.0 _ t\ot�IL 20-3 1 7 5. 0 0' L T 2 E E V-L- + 33.11 �� / - 4 C 47" W�y FE N C E 175.00 LT �/// \ /� i 6 �J � BANK STABILIZATION � � � CLASS 'I' RIP RAP +52.71 � EST 62 TONS ��r�� / �pEiPr JEFFREY S. KISER� 90 SY GEOTEXTILE ^ .y \�/ � TRUSTEE SEE DETAIL 20-8 \� DB �375 PG 235 1A, 9A.93� ��i i S 22 � . � \ � - � +28.1 � -------� � EN � � �� i + i T ��- �� , - � . ' _• ���p,�'�"i �� �;� �, - :.. �.�.,,=t_�_ . , ..- , . � , �►� '' �� � ,�.� -- � � � � � ��'� � ��k� ���� E r . � .� � , � �� / i � ' � � WiFG p � �' ' BURIED) ♦ . ��� �•,.o� �# � �� - ., � , ♦� � �` ` ,. ,,�, # ����I��� ����� `��� :'�:�,��i�� � �� ' � � "�. , �. ' � ��\\ �� � �� � ���� ��� • ���o, � : : � _ �,i� \ � . s����.� � . .� \ . I,st ► ►-� . . '��I� 11 � ��� -!� p , ��e � �� _�� � : , � �. �� : ' \ S � 1? I : . � i, � � �� �i �i . • •• �� • • • � � � . ���� . � � ���� � R. .._ ° - - � � ��� AN Py \� v ,� �S, a �. EiP S N�� yELNER A. SMITH HEIRS -"' c°N� �'`'A OO 1 8 7 � DB 914 PG 72 ��� O ECTIO L iP ��\\ DB �759 PG 2i84 C�ASS I RIP RA , � �� EST 40 TO�/ 86 SY G�TEXTI� ` 5 SE DETAI j�-10 GR� PMfLPS DRIVE �O EXISTING � DETAIL 20-3 LATERAL 'V' DITCH ( Not to Scale) Natural � I �- ' Fill Ground ?.� D �•;� 1'%Ft. Slope Min. D= 1.5Ft. b= 5.OFt. FROM -L- STA. 269 + 00 TO STA. 276 + 50 LT FROM -L- STA. 279+50 TO STA.281+50 LT DETAIL 20-4 LATERAL BASE DITCH ( Not to Scale) Natural I � ' Fill Ground ?') p �;.� 1'%Ft. Slope d GEOTEXTILE g Min. D= 1.5Ft. Max. d= 1.5Ft. *When B is < 6.0' B= b.OFt. Type of Liner= Class 'I' Rip-Rap b= S.OFt. DETAIL 20-5 � a FALSE SUMP � � ( Not to Scale) � � or Outside Ditch �JZ p�� TrafFic Flow ,��•1 20: � ' I �- $ � etc. I��J�,f �I,�TED � Proposed Ditch FROM -L- STA. 279+00 TO STA. 280+80 RT DETAIL 20-6 FALSE SUMP ( Not to Scale) Median Ditch 9 -� 2 -F (See Chart Below) �� 20' -�{ GI �- 's - et�. S=Ditch Slope C� Proposed Ditch DETAIL 20-7 �� FALSE SUMP �,o ( Not to Scale) Outside Ditch �� TrafFic Flow / \ �$� S = Ditch Slope �tSDPLAIN -Y� VATION 54. / DB �759 PG 2�86 - 3 FE - '�ii��ii������\� iiiiii�i``��\\\��\` • , ��;, . �� � � � +; � �' � v ,\� �r •� �r\�, r�;, ��1��1 � �\ �,�r, = � - _��' � �1\��_� �� . • � �� � � �r `+ ,� ��-i ���■ _ � - r•� '11 � � ,�_� � � �-'�i"�`. 1 - ,` �� � �`� � # ■ �' � . � ,►� # * � • � ������ � . ..., �`!:!'��i j�;���� �Z� ;,. , � ����' ��i 6 ��1� � •'���-�\����i �-���� � � .,�..�., . � �:��:�.�:��. � : � .33 ��`' ° � T -L- + 7.7 G� A3 175.00' RT �� � �� ' STANDARD B E DITCH � CLAS 'I' RIPRAP � Y6C- +65.6 EST 09 TONS 74.63' LT 205 SY G TEXTILE - F� SEE DET 20-2 �L �' � 88 ARYL � & � � G CHAI�BERLA� ���0 � DB 2655 PG I 8 6 �,� o'i� -Y6C- 05.5� \ <9 . � 4 .05' LT � 60.76' LT � �, F+,s � � � �yc,A '��. I P � 'O,p 0 .•' \ :lvl . . 'l.`E ���� �' �'�J • 1 � ' • �� ,. �► �•' O y . : . � � � � �'• ��A! �,-����� ��, �• �.��;���!` �� * � ���..�` `'`, , �� � w� �•�� � • �` `��� • � I i • � `� � �y� � -� \ 'O y � ���y "� � HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 DETAIL 20-8 BANK STABILIZATION AT JURISDICTIONAL STREAM ( Not to Scale) NATURAL BED ELEVATION Natural Natural Groun Ground �,5� GEOTEXTILE Type of Liner= CL I Rip-Rap STA. 2 79 + 50 -L- LT � �� i ��'i - � f� � , , , , ��L .. i / � ���` I -., � 2, � GI � Proposed Ditch � �(l r '' � 0 REMOVE ,Y. _ � � > � 2 x 72" CMP� � ���j � � � -�� �!"I.ZStS � � � � 2 7. '" �RT G �j �1 � -Y - +67.78 � ,... . �, .� / P �( ��2� S� � 0 � S � 22� �'� / / � G S / .� b � / / � , S FROM -L- STA. 269 + 00 TO STA. 269 + 80 LT FROM -L- STA. 269 + 80 TO STA. 272 + 00 LT N Q N W � � v �� v / / � I I \ � \ \� \\ ��� / � I � ���'\ \ \ J / � / I I \ '� � � � ��` � �' � � � � �' � � � � � �� � � � � � \ � � / � � g5T i i � S:�j l I \ �,., / / \ � �/ _ — � �, � \ II , , � �-� � � � � �� �� �� � �' � � ��' �' � �\ \ �� ��� � i � � \ � �� � -, ,, ,, �, � ��, �'�, ��� __,,-�" -' / ` � �_�_,--' . � //� � � / / /�/� � � j� �, O /�' �' � � �' N :: RIP RAP AT EMBANKMENT CLASS 'B' RIP RAP � EST 7 TONS 15 SY GEOTEXTILE � SEE DETAIL 21-5 � BEGIN BRIDGE -L- STA 283+97.86, 23' LT (WB) � BEGIN APPROACH SLAB -L- STA 283 + 74.38, 23' LT (WB) STAN �'V' DITCH -L- +03.67 � DETAIL 21-2 � 175.00' LT 65 CHRIST RESCUE TEMPLE CHURCH DB 2�82 PG 34 7 4' STANDARD BASE DITCH ^� SEE DETAIL 21-3 RIP RAP A�fi�7t�BANKMENT CLASS 'B' RIP RAP EST 16 TONS � 31 SY GEOTEXTILE _L- +92.24� SEE DETAIL 21-5 ,...,. ,.,., . +4y.yy, ��� � � �- i��� 1 ��� � �//��� ��� � '-, � � ,,,=========��� � ��� / ,�,,,__ � � � � � ����������� � �► � . . �`%�������r �' � ��///\��� � ����� � �� �� �, � ��� , ��, �� ���� � :� �►,�'._ , rii� � �/� � •. • � �� " • � �� � � � �.��� � � ��"��II , P;I' �� �.� . ' '; � � �� ��/ � � � .� �i�- � • • � � , � ' �- �� - ■�� � � � ' �i � � � � ,��, � i �, � �: . . � +29 B-77 �: � — ' ' Ck� II RIP RAP � _ _ _ _ F . � ,.- T ELEV. 857.5' I F 5' STANDAR BASE . I CH � 409 26 41 �' + 2 J CLASS 'I' PRAP 7.51 BEGINvBRIDGE � EN E ' EST 11 T NS E D C/A -L- STA 283 + 5,- .92, ' RT (EB) R NCE F CLASS 'I' RIP RAP EST 137 TONS 232 SY GEOTEXTILE SEE DETAIL 21-10 . %o + 74 B-77 +25, B-77 �2G1 � + 10, 8-77 SJ � � n 15" RCP-III W�G SY EOTEXTIL / 175 00' RT � �„ AA C � � � a r � a � � o Q 0 � U � W ;; � � �0 '—' a � w z � W H � � � O N \ �o \ t � .-� a ow � � � a c � � � O O U � � Q H 0 � U a Z � � } w � > p' H �L � 3 � 0 � � w o w � J (n H d � L.� SE IL 21-11 __/"� / � / BEGIN APPR A H SLAB � -L- +72.20 DARYL �& MARY G. -L- STA 283 3.27, 23' RT (EB) � / 201.12' RT CHAI�BERLA�N / . DB 2547 PG 1976 � � / \ QO'�� • DB 2655 PG 38�7 / - + 7 J p � �/ �yj .0.6 RT ' 1 80 / � � �601� �\ -L- 175. ' RT / ' /� / � � Q � � � ' �� ���� � — � � � / �� / / �'�\ / �'L / i�'� � ��/ \'c� -L- +55.72 � ,�� �i � � �\ 222.49' RT � �5 �� � \ � ,.-� � . G� � i�' �� ''^-' � V V i �� , DARYL & MARY G. �, CHA�BERLA�N ,•�' DB 2547 PG �976 \ -L - Pl Sto 275 +54.77 �= 4� 5a 3�.�° rRr� D = 0° 57' 58.3" L = 4,537.58' T = 2,386.38' R = 5,930.00' e = 4% DS = 70 �PH EiP� DB 2655 PG 38�7 s � � � � S �y � �i � � �� � SI PUE PUE B-77 i� o� . P B - � + ���i c � � � °° � � ^ W +59 r �� +56 24".&C�=1II — ^ W 2GI � � ^ � +76.17 � � 3�1=A�2�=5�E FS - 24" RCP-III 2G � N —� W�G BEGIN X G� �� + 5 0. 0 0 F� C— E 1 5" W/ E L B �+ _��r'a � _��—_ ` \ J � p�'� � AZURAL GAS R — ��� C FS 18" RCP-III � � F O�- RROT�C�bf��MONt E— � � • � � _ _ � _ — � EST 50 TONS� � V � 96 SY G �f�Tl LE � � � ��� � DETAIL 21-4 ���� � �� �� / �� �� � � E � _ _ — � 47" WW FENCE R — — -- — _ _ -L- +�4.54 --------- ---- ��`__==== = T � v . � FENCE PUE DETAIL 21-10 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� .y:� Ground d � Geotextile— B Min. D= 3.OFt. Max. d = 3.OFt. *When B is < 6.0' 6= 3.OFt. Type of Liner= Class 'I' Rip—Rap :OM -L- STA. 285+20 TO STA. 285+65 L' DETAIL 21-1 LATERAL 'V' DITCH ( Not to Scale) b Natural — Fill Ground ?•� p �,•1 1'ift. Slope Min. D= 1.5Ft. b= 5.OFt. FROM -L- STA. 281 + 50 TO STA. 283 + 00 LT PUE PUE PUE 218.08' RT 0 REPUBLIC PROPERTIES. LLC DB 2558 PG 4448 HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 2' BERM BASE DITCH SEE DETAIL 21-9 , . �,.. � �� � % .� /� .�-� / � 47" WW FENCE PUE DETAIL 21-2 STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground 2.� �.'� Ground D Min. D= 1.5Ft. FROM -L- STA. 283 + 00 TO STA. 285 + 15 LT DETAIL 21-6 = X FALSE SUMP � � ( Not to Scale) � � o� Outside Ditch 2'0 I Traffic Flow ,�Q•� 20: � GI $ � etc. S= Ditch Slope � Proposed Ditch — FROM -L- STA. 281+50 TO STA. 281+58 RT /"� ,•• � �� � � � � � / / � �� .� ���._ � o Q2� ti "� �a�' S�' �� ��� `' 252° rn Q �`�9 .. . � s % , REPUBLIC PROPERTIES. LLC DB 2558 PG 4448 STONE PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 21 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRAN �Ypt�je O � � N � �J � PUE PUE PUE PUE CLASS 'B' RIP RAP EST 8 TONS 21 SY GEOTEXTILE C. � -� _ � \ � � �E �` �' `� C C �____------------�� �— ��— 0 0 `� 2GI ----------- ------- — — C — �Z � F �� �� � � � �� --�=--- �A N �� FS N TURAL GAS R/`N � G '' O 00 . � + 03 O � � / � ^ a GREU (TL-3) � `� P,E�M�Nj NA — — — �/� + + 8:1 `�' So� 2GI �— — r J + — ' � � G � F� i2" Sj� —E—� � w�SLAB 18" RCP-III �B W��B Q� � � J . W n � � a � � - �" N � = , - � N N � r ATTEN TOR � o '- < - � ^ QN '- FS GI 2� L •o FS ~ � I� � � � W � ^ -N E � � " W - � � � JB w�SLA6 � � = �I = V � ' � A " � N DETAIL 21-3 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2.� �.1 Ground D Min. D= 1.5Ft. I g B= 4.OFt. ROM -L- STA. 286 + 75 TO STA. 287 + 50 L1 DETAIL 21-7 FALSE SUMP ( Not to Scale) Median Ditch 9" I 2' (See Chart Below) , 20' I GI $ — etc. S=Ditch Slope C� Proposed Ditch — DETAIL 21-4 TOE PROTECTION � ?•j (Notto Scale) �ke R�O ~ F�O oc F�oQe S�opette� ,L•1�`��S\ d — Geotextile d= 1.OFt. Type of Liner= Class 'I' Rip-Rap FROM -L- STA. 285 + 58 TO STA. 287 + 50 R DETAIL 21-8 �� FALSE SUMP ( Not to Scale) o� Outside Ditch TrafFic Flow ��, ,L •, 2, GI $ — etc. $ = Ditch $lope � Proposed Ditch — DETAIL 21-5 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch — �,0'miJ — 1.0' n. Grade GEOTEXTILE — Type of Liner= 16 TONS,CL 'B' Rip—Rap Geotextile= 31sy ROM -L- STA. 286 + 65 TO STA. 286 + 75 L' FROM -L- STA. 285+00 LT DETAIL 21-9 BERM BASE DITCH ( Noi to Scale) I b I Natural ,L.1 RDWY — Ground �•� p d Min. D= 1.5Ft. B —GEOTEXTILE � Max. d = 1.5Ft. B = 2.OFt. b= S.OFt. Type of Liner= Class 'B' Rip-Rap FROM -L- STA. 289+00 TO STA.292+00 RT SEE SHEETS 75 & 76 FOR -L- PROFILE � � � a r � a � � � o a 0 U O Z � W ;; J m '-' a � w z � W H � � � O N \ CD .--� \ t � a o w � � � Q � o c a� � 0 0 U � � Q H O � U a Z � � } W � � � H �L � 3 / � � � W O W J J (n H d � L.� � � � a r � a � � o Q 0 c� m z � w ;; � m --' a � w z � W H � � � O N \ CD .--� \ t � a o w � � � Q � o c a� � 0 0 U � � Q H O � U a Z � � } W � � � H �L � 3 / � � � W O W J J (n H d � L.� N Q W � -L - Pls Sto 335 +47.32 Pl Sto /3�46+3^9,.67 eS - � lV 40.1" � - 3V 3J�, ..J�iJ�" (�T i Ls = 420.00' D= l° 59' 22.0' LT = 280.08' L = 1,839.64' ST = 140.07' T = 952.43' R = 2,880.00' e = 7'/. DS = 70 �PH DETAIL 24-1 LATERAL BASE DITCH ( Not to Scale) Natural b I — Fill Ground ?') p .�,•.� 1'�Ft. Slope d GEOTEXTILE — g Min. D= 2.OFt. Max. d = 2.OFt. *When B is < 6.0' B= 2.OFt. Type of Liner= Class 'I' Rip-Rap b= 5.OFt. :OM -L- STA. 335 + 73 TO STA. 337 + 50 L' � a �� �� � * DETAIL 24-6 OUTLET CHANNEL PROTECTION ( Not to Scale) Natural Bed Elevation atural Natural Groun Ground �, 1 ti' 1.5' � Geotextile ChannelBed (Variable) Type of Liner= CL 'll' RIP RAP � � � � � � � STA. 335 + 81 -L- LT �� �Q Q �3 � � ��. � � � �3 �p� �;3 � � REPUB IC PROPERTI . LLC � � � 3 � � � DB . 558 PG 4448 Q� Q Q� � � � � -___ _ - � --- � � �� Q� DETAIL 24-2 BERM DITCH ( Not to Scale) � � Y Q � W < J � J < �n �n U � 5.0' ? 5.0' 2 ?•� p �P�' io.o'v.c. d Geotextile — Min. D= 1.5Ft Type of Liner= Class 'B' Rip-Rap Max. d= 1.5Ft DETAIL 24-3 BERM 'V' DITCH ( Not to Scale) Natural I b I round 2• 1 � D �'� RDWY — a ! Min. D= 1.5Ft. b= 5.OFt. FROM -L- STA. 330+31 TO STA. 331 +50 RT i 1 ?� � � pOH DETAIL 24-4 FALSE SUMP ( Not to Scale) Median Ditch 9�� I 2� I I �� 1 PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D, E& F 24 1 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS � STV Engineers, Inc. ENGINEER ENGINEER OyS� � S�� ��� 900 West Trade St., Suite 715 Charlotte, NC 28202 (See Chart Below) , 20 GI � G�C!'/l/�i NC License Number F-0991 S — etc. � � / S= Ditch Slope � Proposed Ditch — . . �y �?v`O�' MENDORA A. MASON CLARK FROM -L- STA. 331 + 50 TO STA. 333 + 00 RT FROM -L- STA. 323 + 50 TO STA. 325 + 50 RT DETAIL 24-5 BERM BASE DITCH ( Not to Scale) I b I Natural 1 RDWY Ground 2•� �'� d � Min. D= 1.5Ft. B —GEOTEXTILE � Max. d= 1.5Ft. B= 2.OFt. b= 5.OFt. Type of Liner= CL-I Rip-Rap Q'p �^ Qv DB 2803 PG 3386 �? V�'h y ��� � Q� ii-- � � � � FROM STA. 325+50 TO STA. 330+31 RT s p23 �3S �S ���F �WSTON-SA�E� Y ��M�TS-- - �-�--- -L- +43.24 � -----�- 47 WW FENCE � 200.00' LT _ _ — — — — — — — — — — — — — — — - O � -- ���� � — � ,^ ' ? \�F ��i� �� ! � _ � BO %1is ��� �� � � �� M FS � `�"'�;; . � � FS , \ � \,.o0 2.3 � �`� +23 � - N �+ : C A _ G I- A � U T L- 3) 8:1 � 2GI A M M N � � � �� � � � Q � � N � �� �� _ � BL 34 a N � � � � - W N �� I W � FS FS � � 2G1'A -- I I � �� --_ � � � BL-35 -'----__ ---- � W � __ , �, W � � N �'�, � A � ZW � , . � � ,, , N r � - J � � � CL 'I' RIP RAP EST 7 TONS 15 SY GEOTEXTILE ` � �� ✓ 191 h CORNERSTONE HOME y o�'h CONSTRUCTION ��� �9s DOCUMENT NOT CONSIDERED FINAL �,°j,���� DB 2742 PG 9�2 � � UNLESS ALL SIGNATURES COMPLETED / � PB 5� PG 80 � � � �IELD RANN�C ERYL j�. � P`° DB 63 PG �2i =� ---���� . �� `�� _,/� � � ��pt�e �� �'-- '-• � �ryM• T� � J . . �--- . . �. �, � ,� � F L AT 1 R A N �, �1� � �/ �/� � / �'��� �, ��' � M�cHAE� -L - TS Sto. 332+67.25 � � � _ �' � � JAME$ YH ESM& H �� � � -L- S Sto. 336+87 5os 24�7 Pc 37z6 -�_— - - `^' �� i e _�- —r�tEBAL BASE DITCH E�P � CLASS 'I' RIPRAP -- - _ E�P � EST 159 TONS \�0 SY GEOTEXTIL � J�2 DETAIL 24-1 -L- + 67.25 S � -L- + 87.43 0 175.00' LT CHORD � 93- , 175 00 LT �^ � .�1r4j 9 F �v q�o, �� ;n�D "� �� \ ��, M,y OUTLET CHANNEL � PROTECTION O --� C S � CLASS 'll' RIP RAP '^ ��� � �22 EST 59 TONS ---- ----- V, �� � �9� ��8• 101 SY GEOTEXTILE 3 +' 53 F � � � � � � 3 � � 93_ F SEE DETAIL 24-6 � m / �0 G E � rr� �- ���� C / �� C �� EiP �� C F+50 �� +66.6 3S �' F � � — � / J � � — — _ _ BEGIN SBG 3� END CJA �.•- . � 4c 24" RCP-III Z A��I 15"FS 2 I � N --, -- --- FENCE �� /y � M + 44 � � � ♦ � (NP) o AT-1 M / � + 8:1 , ^ � J + b'X6'R N Q� � � M � � NOT BURIEDo � ,'�—r� � � � N o � � � r VI W � W J = 2GI 1 R III 15" RCP-III � 16:1 APER BL-33 FS FS N I� r �► � W W " ZW � �� o 0 0 0 0 � � o � ,� � � J � _r ^ � GI-A 2G1 FS 2G1 � FS +' TL-3) ^ 8•1 + GREU 97 � V + w., �-� ��o.�r-' � \ O u p � \ • � , N � I �V U L�WS _-- ---FS -----� / � � 2G1 _����C \ � RE LIC PROPERTIES LLC � � � � � � � 89 i � ^� � � � � D 2558 PG 444 / � � J �� � \ �� � �P � � m � � � �' � F � P� \��` � j = h�O GARY $c r,J�, i�� C TOE PROTECTION � � , o � i � PATRICIA �EGRAM 3 � � � C�ASS 'I' RIP RAP i � � � a r � a � � o a 0 U � Z � w ;; � � m -� a �w Z� W H � � � 0 N � �o � � } _" a � o w � � � a c � N � 0 0 U � � a � � 0 0 U a z � � } w � > °' H 'L � 3 � 0 � � w o w � J (n H d � L.� � �� DB 2354 PC �433� � �\ / B � �� EST 4 TONS Z BDO � � _ � i � � � � / � � � � 24 �l GEOTEXTILE 2 BE D CH �3 — _ i ` C� DITCH CLASS 'R RAP � — —��� __ ��� BDO ���_____ -- 't"� � SEE DETAIL24-9 EST 157 O � EST 454 ONS � � — k�� � � G TEX 768 SY GEOTEXTILE �� %Rqi� y'O SEE DETAIL 24-2 S �EE DETAIL 24-5 FRANKLI�2 �� � � -L- + � DOROTHY 6; S�TH � � � „ WW FENCE ,' - - - - - - - - - - - - - - DB_2714 PG 3254 � � �� � BERM DITCH S 47„ �,/ FENCE 1 0' T - _ - - - _ _ / ,���r� SEE DETAIL 24-3 / _ V � � �� S CHORD � ___'_--- io`� � � � � 16' � -L0.00' RT� �/ � iSFp � i �'� -L- +A '94 � � � C � \ � � � � 210 Oi T � %� 3� I � / 6p� �Hl 1 �� �� -L- + 2.2 / � � � � '� � / � �32�0 �134 � 10- ^ ��� �� 232.07' FITj.� � � -L- +67.25 S, \ BERM DITCF� �o --_ _ W � V�/L T k� ►o� � ��� W0 � 228.44 RT k CLASS 'I' RIPRAP E Rr1N / o �� S K � \ �N '��-__ �� � I I � /^ N i �� O � \ _ \ — � � � EST 116 TONS � _ � � � � f � � ��`R' -'- = _ � _ _ _ ^ ' � �- _ _ _ _� EX�STIN� R��, P L� % � � � �. a REPUBLIC ROPERTIES, LC I 1°= /�� � � � +��ETGEOTEXTILE -- T� R�P' NE � � DB 255 G 444 0 `/ "" / F _ --� __ , --- ___ __ , - � � �.IZ � � �� `,6; . F -' - � .�_____________________ _ � � �1? � .. I �O. %��, � � + � � �/� 133�� � — ------__ ' � = 7��— ` / k io� �6, / +24.5 -'--___�� ��` - ' � GARY . & r / v �qT� \ • / Ex. rtrw =- _ � — � - _ _ _ _ � = ` _ EiP �,� PATRICIA � EGRAM � � , � � � � i � A� DORA � � �� 13T - � - - _ ; _ � = ; _ _ _ � � DB 2354. PG �433 i � � � � PROPERTIES. LLC _ — r�-_, EX r� � � � � � � � � / G DB 29�8 PG 2530 � -' _ ` � ' , R� O�y � / E � L k _ ` = = �' i � �� / i� �� / TER ` o � L c, � r,( � 325.76' RT � `` ���� ������ j � AXLE� % i� + �P . ��� �T ���2� / / / W�LT FRANKLIN R. & S o0o Ex�sr�N� R�� � � � � � � � R�p� � � �� 0 DOR�S DAy�S �995993• �3 �� � � . \\ � � , � . � ��� � � / / DB �3�6 PG 2 .�8, F � `�� ��� � -L- + 04.8 \ . ` � � \ \ \ ��� �� co � k 365.89' RT � �,j ``��� \`�`\ 's i Q���, i� � / � �,.- - • �� ��� � . �� c�i � \ � �A i s,�, � DETAIL 24-7 �� DETAIL 24-8 � � FALSE SUMP FALSE SUMP �o ( Nor ro s�a�e) o� ( No t to Sca le) Outside Ditch Traffic Flow �� Outside Ditch �J2.0-� 2 •, .� �J 2,� Tra ic Flow ,��•� 20: � - I " I �i GI �— $ � etc. �— $ � 2fC. S= Ditch Slope � Proposed Ditch S= Ditch Slope � Proposed Ditch � \ � ,o / � Q S � � \� \ � � /� \ 9O -I- \6'p, . t� `• ' \ �,�` 36" � k / �, �2a �-�� \ `� \� � �` p� , �� \ � \ I ,000 �� �� �,� �s�� , , � �� � 1 x REPUBLIC PROPERTIES. LLC � � � �', ��, ��o+�\�� DB 2558 PG 4448 `�� �� ,� c,�`,' �/y�X 60, � � \ � i � � � ����\♦ , �/ \ J � � FROM -L- STA. 336 + 50 TO STA. 337 + 50 RT \o� \��/ � i 190 ^''�s GARY �I & � % PATRICIA PEGRAM `� DB �234 PG 343 �\ . �\ k \k � � �k � . \k . � � ��° DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED SEE SHEETS 78 & 79 FOR -L- PROFILE � � `U�/�S � � � � � �. _y�_ Pl Sto 16+95.53 Pl Sto 24+45.46 0= 0" l9' 05.� lLT1 �= 32' 36' 42.0" (RTl D= 0° l7' ll.�' D= 8' 03' 30.5' L = ll1.05' L = 404.69' T = 55.52' T = 207.99' R = 20,000.00' R = 7/lAO' e = NC RUlyOFF = 96' DS = 50 �PH e = 4'/. DS = 45 �IPH -L - Pl Sto 346+39.67 �= 36' 35' 54.5' lLT J D = r 59" 22.0� L = 1,839.64' T = 952.43' R = 2,880.00' e = 7% DS=70MPH y� � Y-+ 60.85 � T � Y7- + O o2 � c,��" \ • � � � �0 4oJ2' + HEATHER RIyERA �+ �p � ' Q �� ���' 7 -I- � • `O� -i�7�14/- StO. �/9.39 � �� �, 6., Y7 + 9 ' DB 29T8 PG �767 O „ � � �° tiJ � � F ° � �' . 3 T � l� � � \9 + � 5 oo+s,.ss ,� � o�, � � °ti ��. - P Sto. 17+5/.05 � � RONALD $�, CEREATHER K. -�` / �o� � o F ' � IyIONROE v o� I � o ��/ -Y7- + 1.10 � 00°27�i9" Vy DB 2294 PG 234 . S _ 50J7' �� '9 46.00- - 7DRl- PT Sto. l0+ c ,� �� � � 4 2' LATERAL BASE DITCH 7 � , 1 I�'�, � -Y7- 05J8 �o p'� 0 � ,� , C�� S 3Z� J`t '�J � rn`� �`�� �\ � rn -Y7-0.2 51LT5 /�o � 22. ��Q� � KARE L. CHA DLER �9 CLASS 'I' RIPRAP � E S T 1 8 0 T O N s ��� 8 3 � � V E `� �� 0.�7' LT J, . R�W �' DB �625 PG N530 C. B. � E S T M O A N D H E I R S �` E i P \, 3 0 5 S Y G E O T E X T I L E , p� , 6 � O �� � --, F � N O F E R E N C E SEE DETAIL 25-3 �����•''`O 2Q� � , ',2r,�6 R '�\yG � .'� �� �� F /lS6' LT 68 JOHN & - �- P f0. �f ��A �� {�., '�., � u� R�'N �� �i�Y7- +91.76 . 181.164 T69 a`�� � � GAYLE L. CU�N�NGHAM , V� `�' � T oa� , ��\� DB 2804 PG 790 - D P . 5. �� � �o� � � � 63.20 T -L- + 0.63 �� ,��;�`O C C , - � � � a L � a � � oa 0 U � w -�,�, �� m --' a � w z � W H � � � 0 N � �o � } _" .-� O W � � � a c � � � O 0 U � � � Q i � O � U a Z � � } w � > � H �L � 3 / � � � w o w � J (n H � � � N Q N W � 9. ♦ �� � i���� � �♦�a;'��� �r� , ,�"�`% `-� ��►` ,, ''•/ ��'r , �� �I �r I � �� � • � _ sa►� ��� - ���T��'�a � � � �'� I - S !�f � ��� I 1 � I �� �� _ � � �� � �\� 1� � �� . �\ �- �� � � \` � : ' X 6' RCBC IOT BURIED FENCE TOE PROTECT .N � SEE DETAIL 25- +69.50 END CJA FENCE � NK STABILIZATION SS 'I' RIP RAP E T 28 TONS 4 SY GEOTEXTILE SE�r DETAIL 25-8 DETAIL 25-6 FALSE SUMP ( Not to Scale) Outside Ditch - TrafFic Flow Z �S_ S = Ditch Slope �\� �/\ `� � � � \ \ \�� Jr/ / �l \ HDR En ineerin , Inc. of the Carolinas PROJECT REFERENCE NO. SHEET NO. °�'� �� \� ������ �o° o� �' � °��'� \�� �// ��Q� � RICKY A, k�o 555 Fa etteville St Sgite 900 Ralei h N.C. 27601 U-2579D, E& F 25 � 9� \\9�% 0�,��20.'�' � o � s�;\ �%��� ��ti� \No\ A�iNA RHYIy�ER � � � N.C.B.E.L.S. License Number: F-0116 R�W SHEET NO. � �y � ,r, � � �y �� �� � y � DB �568 PG �84 s � __ � �' � o ROADWAY DESIGN HYDRAULICS o �ti _ _ _ _ - � , , L�`' � � \ s �'9 ENGINEER ENGINEER � � < STV Engineers, Inc. � ,---- _ -' � � �T 0 W i ` .r �s_�� � ,9� 9 i� ���� __- �R - � �� \ A� N�}�� O d�,`�`\' �� �t�� STv 10� 900 West Trade St., Suite 715 •� d;\, � � � ��� � � � Q A� D, p EC!'/I/�i Charlotte, NC 28202 � {� �. ��� EI V� 3T \ � �� �� �� � �� ��0�� :'�-�-_ NC License Number F-0991 � � � \ \ °� o � � , � / � 18 �\ \ , N \ � 4 � ��A� � �- ,�y MICHAEL S. HAYNES � �� � � + � �,. � �"J i � ! / . DB 2787 PG 3�6� � � �oN / ��' �,� � p G�� .�� i � 9 8 � / ��Z% A\� \� Q� �/+\y {� MA DB 20� PGD 60 OL T + + / � � � � �o \ � � -f� ec,z,�. CEDAR GROUP. LLC / o �� / � \ DB 3�07 PG 4424 � i ae -}- °' � �, � � 9 �- � , � � , � � ��s � � d�° � � �;� -Y7DRl- PT Sto. + . 0 = � o�� �, � � � s. h q� / DOCUMENT NOT CONSIDERED FINAL �e � 1�� 1(�2 � // G I N ST U CTI C� i� � �`� ° EX7- 60.00/ � ��j�o � -Y7- POT S + 9 � UNLESS ALL SIGNATURES COMPLETED �oN� - - �T 15+6 . 00 � , ' �'�. \ ��T ��sT -Y , bo.� �� °� -Y7 PC o. is+4o.o0 MICHA S. HAY E$ � � 2.09 LT � �,�, o , .� & �A�Es H. sM�TH 661 � �o `.' , �' G� ,,' �A � �o ° � ; o�� / .� ° ..�, ` DB 2417 PG 3726 � � ,�. ,�, F J �/ ,� o.�a'L �� ` ��pt�e 0 � GLEASON J. & �" / � f. f� a a ,° oo� DARLENE C. �AMEs . � ,�N 8�' 8� 58.s° y� �= 03 �- , o'� ��° ��� '�° ��� F L AT 1 RA N �10 0�,� DB 2�36 PG �942 + x . �� 6' 9 �'� � 9 9 /� T � �� � � � / � � � � � � � � V � \ �� � � ��. � .� ��i �� �o O.� � 2, � GI � Proposed Ditch R . . . . -Y7 / - PT � +34 i � �� .0 175.00 LT � '> O . , C ___ � vk -� � �i� \ :o �- � o. P, E � - r � ^I 8� �� r � LF\ ' Ex. C �� �� ko� �.�i � „ o��' � -l�/- .60 -Y7- + 12.57 � x + 90.5 � � � � �0 � 47 Ww FENCE 5 T EX. R�W �C cp�, • BE IN -�� `\ + -�- +12.57 � � \ FE� , � � END , ��C� � � � -L- +61.99 � \ O`� �/ FGC � -L- P�C SfQ. 348+23.64 = / � �_ W� ST�N-SQ�EM CITY ➢� � 175.00' LT FEN • p�, + �_� �M� rs �+ +c,�`' ,�, a� 2G' � 1 ti -Y7- POT St l 6 � - - _ -�- _-- y �� � �2 � Q� - � w/FG � 1'�. 'L _111= � 2'�I � � f� f�f� � � � - --- F- �� �___- 2 �. C 2� ��' �j �� W�F��9� � „ P-111 �A` - -� ��- -- ---__ _ ' " '�F �-' �� 18 RC �`` $ 9 ���- � - �- - � � �� _ `�'6.=' 0���0 � �r - N �� � � 9_ END SBG „ ➢ SF ARCYMSNGOS�ELL \o�� G � � _ 2G1 FS � �� t/ 2G1 18 N N DELORIS 0. ATKINS ,s GI AP� PR'O S ,�, _ � � N � G +53 FS DB 2172 PG 2731 . DB 1024 P� 574 B,�o -- STA 8+ �.17 30 0 � � � REU (TL-3) �y. � GI B'1�1DGE ' � � o a 8:1 ^ � i -Y7- STA 18 + 60.21 ` � + � � + 2G1 �0�� � - � � n ^ N ` � / � 1 I� N �a :AT=, s:, � + ps + �• ' � � ' _ •���� � , ` --- - � `�-` •es}.�� - ____--'• . � � � � � - • � e.���' _�- - - ��_�� `� � � ______ • , 7 `` 1 �' \ ',. � � ���� / -"'� ����►� � .- - � __ '�` ��_� � . o • . . " # � �\\��� . . FS � °�'L ��O , ���J� � � LF � � �\ 2 G I � � � FS 9�'�� �' �'' 6� � � � E�P u� `� 15" RCP-III �.� � ` x `� � � � .JoHN . & ^ �,o Fs / , �' � �� � TOE PROTECTION � � GAYLE L. CU�NINGHAIyI � ��`,�oa . � � (�3 � �` SEE DETAIL 25-7 �� DB 2804 PG 790 � �,� 2G1 �j / r� � � BE DIT �' � � � DELORIS 0. �jATKINS / �� DB 1024 PG 574 � � / JOHN MARTIN� �' SEE 3 TAIL �� �� / BRITTANY LEIGH $TOLTZ cn �� � s" �`? s � � � � / DB 3028 PG 3442 _ _, _ � � � BD -Y7- STA 21 +20.21 ' ' END APPROACH SLAB Nn REFERENCE >-Y7- STA 21 +34.24 BERM DITCH � � "� SEE DETAIL -1 � � �> �_ .� �� ��- � BEGIN GA � / � b1 FENCE � � � � q�,• � � � � O� / �� � .�ti _ � 4l__ ��,�'� 6�� - --- --- -------- / -------- � � `� -L- +97.� !�,`�o„ - - - � �, \ �°\ -L- + 77.86 200.01' LT F � 200.00' LT � LATERAL 'V' DITCH 1 � O F. � C -L- + 69.69 \ � \ GARY �I.& `L�'� o / ti� 175.00' RT � SEE DETAIL 25-2 PATRICIA f�EGRAM �� � E�P 47" VWV FENCE `1' �� � LATERAL 'V' D�H � b � ti� CAL�ARY HILL CHURCH OF � c��' SEE DETAIL 25� x�3 DB �234 PG 343 GREATE D I ERA CE � � ti � v►v 60 �. �� ah o +o,. o ' �� D �96 P 5 � C�Q s / � � �°� f� END C/A ' TRACT I ��'o � �� EiP ( FL NCE o Js,�_�,� �`� 1 6 � O `�9 '�" � . S � 7 4 236.69 �6 `i� � � O - ��O_ ' O / � ' � �` � 193 0 � �, � A � 3 �, G DETAIL 25-7 TOE PROTECTION ( Not to Scale) 0� FILL � �� NATURAL ��,'C� SLOPE GROUND d ` GEOTEXTILE d= 1.OFt. Type of Liner= Class 'I' Rip-Rap * / � � . � �yILLI E. $c LATERAL 'V' DI � � Y� JnH ARTI & �� \ .�,'� KAI�EN Iy� STOL TZ SEE DETAIL 25� � BRITTANY MEIGH STOLTZ \ �' s DB 1595 PG 96 P � so DB 3028 PG 3442 � � SUE P. � � o iP � , � �yALLS HEIRS � � �'9 - / �v' , DB i80� PG 29�0 � � � � i.9�� / EIP -Y7- Pl. Sf . Zf�.�t/ 1 � � �/ � /� � S � oio � <Y� � � � �9, / ��o � �?i� s�'� � ��,� \0 �f;� FROM -L- STA. 337+50 TO STA. 338+52 RT �/ �� \��. �� �� FROM -L- STA. 338 + 53 TO STA. 340 + 50 RT STA. 338 + 75 -L- RT / � DETAIL 25-1 BERM 'V' DITCH ( Not to Scale) � � Natural Groun 2•� .L•:� D Min. D= 1.5Ft. b= S.OFt. RDWY DETAIL 25-2 LATERAL 'V' DITCH ( Not to Scale) Natural � I �- ' Fill Ground 2.� �,•1 1'iFt. Slope D Min. D= 1.5Ft. b = 5.OFt. FROM -L- STA. 349 + 50 TO STA. 351 + 50 RT FROM -Y7- STA. 22 + 00 TO STA. 23 + 00 LT FROM -L- STA. 347 + 50 TO STA. 348 + 81 RT FROM -Y7- STA. 21 + 68 TO STA. 22 + 33 RT FROM -Y7- STA. 22 + 80 TO STA. 23 + 00 RT DETAIL 25-3 LATERAL BASE DITCH ( Not to Scale) Natural � Fill Ground ?'I p �,•.� 1'%Ft. Slope d GEOTEXTILE B Min. D= 1.5Ft. Max. d = 1.5 Ft. *When B is < 6.0' B= 2.OFt. Type of Liner= Class 'I' Rip-Rap b= 5.OFt. tOM -L- STA. 337 + 50 TO STA. 340 + 00 L" DETAIL 25-4 FALSE SUMP ( Not to Scale) � Median Ditch � 9 -� 2 � -�- (See Chart Below) -�,�- 20' -�{ GI -�- S - etc. S= Ditch Slope C� Proposed Ditch � � �� . �} � � � �� DETAIL 25-5 .= 8 FALSE SUMP � � ( Not to Scale) � � O � Outside Ditch �J2.0-� Tra ic Flow ,��•� 20: � " � �- $ � etc. S= Ditch Slope � Proposed Ditch -�� _r� � � DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED SEE SHEETS 79 & 80 FOR -L- PROFILE SEE SHEET 117 FOR -Y7- PROFILE � � � a L � a � Q 0 � N U N Z w -�,�, m -� a � w Z� W H � � � 0 N \ CD � , � � � o w �� � a c � � � 0 0 U i � � Q i H 0 � U a z � � } w � >� H �L � 3 / � � w o w � J (n H d � L.� N Q N > W � -BDRI- Pl Sto 10+62.78 Pl Sto 11+57.47 0= 86' 38' 46.9' fRTI �= 29' 34' 0/.5' lLT1 D= 229° l0' 59.2" D= 57' l7' 44.8' L = 37�8/' L = 5/.60' T = 23.58' T = 26.39' R = 25.00' R = 100.00' e = N/A e = N/A DS = N/A DS = N/A STA. 356 + 02 -L- LT STA. 357 + 35 -L- RT I 1 s� . 9 F m --� . � N� `n � CLASS 'll' RIP RAP �` .� EST 74 TONS � 2 Y GEOTEXTILE � C.B. �ESTMORELAND HE�RS NO REFERENCE � EST 1 5 S � S a3°Qa�So" E _ .. Z,o.00' - ANDARD BASE DITCH CLASS 'I' RIP RAP -L + EST 48 TONS 2 • 5�. � � 95 81 SY GEOTEXTILE '�, \ SEE DETAIL 26-7 BANK STABILIZATION _�_ CLASS 'I' RIP RAP ��g: EST 61 TONS 47" 103 SY GEOTEXTILE 1^ C � FENCE SEE DETAIL 26-6 �> N/Q -L- +26.89 ` � , \ 175.00' LT � �� I_ \ � � �� ^ � � JENIFER S. HAIRSTON ��� DB 2975 PG �937 TOE PROTECTION " � � � SEE DETAIL 26-5 � � � � 2G1=A � � � � � � � FS Z4" RCP-III �� � �2G1-A C � _ �lN\I _ �Q � E - Z� N � Clr`,._ 44 � � � + � � N �� ^ + 8•1�� FS I� � o T N ' �O ^ 2G� +� (� <v ^ GIN SBG � � � N FS � '� N � � � �� M N � � o FS � � � �/ � 2GI � � 1� H ^ 3 FS o � 8: � o ' O N + o GREU (TL-3) � � �u + + 97 3 , ' C ' / --_ ^� 2GI �� F BDO -- -----_________ C / TOE PROTECTION� BERM DITCH SEE DETAIL 26-5 SEE DETAIL 26-1 � C.B. �ESTMORELAND HE�RS NO REFERENCE f -L - Pl Sto 346+39.67 Pls Sto 356+66.96 �- 36° 35� JT�" (LT 1 eaC! - ��� TO�p D= l" 59' 22.0" Ls = 420.00' L = 1,839.64' LT = 280.08' T = 952.43' ST = 140.07' R = 2,�80.oa e = 7% os = �o MPH I Natural Min. D= 1.5Ft. b = S.OFt. DETAIL 26-1 BERM 'V' DITCH ( Not to Scale) � � � '� D �'� RDWY a, FROM -L- STA.351+50 TO STA.352+00 R DETAIL 26-2 FALSE SUMP ( Not t�le) Median Ditch 9 -� 2 � (See Chart Below) ►,E 20' -�i GI -E- $ - etc. S=Ditch Slope 4 Proposed Ditch I � l WD \ � - X X i k 1 _ �c� / �� / �y � � c} � � N �� � I ' VE i � � . � � � � X�x �� DETAIL 26-6 BANK STABILIZATION AT JURISDICTIONAL STREAM ( Not to Scale) NATURAL BED ELEVATION Natu ra I N atu ra I Ground Ground 1.5' GEOTEXTILE Type of Liner- CL I Rip-Rap � F � � � s � � �� F � F� F S � ALFRED J. HALLIDAY DB 2814 PG 4278 =°31�3g. E . 61 256.39' A�A E. & . ICA . BERSTLER � 2886 PG 2471 - � w. _ a oa !�'1 p . PT St�.� � i� m DETAIL 26-3 .= a FALSE SUMP � � ( Not to Scale) � � o� Outside Ditch �J2.0,� Tra ic Flow ,��•� 20: � " � GI �- $ � etc. S=Ditch Slope � Proposed Ditch 'o rm � � O v z 2G1-A 24�� RCP-III T � O � C�O � / � � � EX. R�W, � 324.18' LT � � / � R -BDRI - PT Sto. l0 +77.0/ �, � N 83" 48' 49.6' y� _ _'.'.'.'-'.'. ..... -L- +24.20 S 6� �� �8.� � 2 72 .02' LT ;; BAFFLE • V DRY DETENTION BASIN • SEE DETAIL 2D-1 . CIRCULAR FOREBAY � CLASS 'B' RIPRAP SEE DETAIL 2D-3 ' -L- + 39.07 • 177.39' LT �_� ' OUTLET CONTROL STRUCTURE "'' •���� WITH TRASH RACK . . '",„ SEE DETAIL 2D-2 /,\\ ............... 3p„ RCP_ � 34.00 �' . BEGIN C/A o O � ^ FENCE M m � � � r � 2GI-A �--- _ -- - �_ �- _ _ W/FG a��� PROP SBG � n•� p I � 7' X 7' RCBC (1' BURIED) tIVU VA � � �� FENCE ( P) JEN�FER S. HA�RSTON / DB 2975 PG �937 " 47�� WW FENCE � CHORD E - - 5 ea°i6'� 2aa.o2' S 01°I4'55" �y EIP 4.83'� .- EI �5: 8q^16'53" E � _._� � 0 n N � � ;� j: Ntl� -� i��'" 0 ► -_-__ _---,'" , .r� ;� � � � X X-' �1 76'10'14` VG"---------- EIP ��� � X -� ______- �I I � I �I7 N - �, N 244.82' GR X II D � . l I r � � . _ -------- ___ -�� X � _ � � ��.o� � � � pr 8 307.02 ADRIEL y. DB 239� PI X� -BDRI- P Sta, ll 3/. p • �A � � � � ,� ►� _ E � �o � �F " I � � +46.27 / / �AINAGE & I � � w N� � � �� . \ _ _ Z_ B� � �'A� �� 4'58" E Io' D - CAROLEE R. �HITE � _ Z - � 58� DB 1652 PG 703 � _-L- + 05.31 r,, � ___- - �82. � - - PT Sto. 11+82.68 L- --- 34�-�5-� ,_ � S 9' 32' 23.5' � �oI, . N �A`t SEE DETAII (� � D Y H NT 83°48� � - J" � F -BDRI - PC StO.10+39.20 I4 10' DRAINAG� 5 ISO� C JI -L- + 64.67 � �� O • DETAIL 26-5 TOE PROTECTION ( Not to Scale) �� FILL NATURAL ��,��� SLOPE GROUND d � GEOTEXTILE d= 1.OFt. Type of Liner= Class 'I' Rip-Rap FROM -L- STA. 354 + 50 TO STA. 356 + 07 LT FROM -L- STA. 355 + 00 TO STA. 357 + 35 RT �, � � Z�-,� � �� z� ,� � �' � �Z � 2�� n� �, � �` � CURTIS R. & � � BETTY S. COX �, �n DB 2�80 PG 2005 609 ED�I�N C. & BE T T Y ANN SNO� DB �873 PG �266 CHORD 47" WW FENCE F O ----_-----� N O � PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 26 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRAN ,s, o �, �� �s` o � O� � C 0 /�_ _------ � � M FS 2G1 ' GREU �(TL-3) � � � �, M � D SBG � � �� a� �� N� W � � � W 16.�1 PER � J = � N �N � �. �� � �"�"� �„�„� .-► � Z W � � N � � $.lo i CAT-1 + FS 2G1-A ' P-III +66.56 \ ��---ED��-& V BEGIN UA ' � FENCE ��' � DB 1873 PC +�66-- -- ._ � NT 5 a 52' �� q°�g' � E �� - � � � - - � g 898 FG a'f6 - _ _ _ _ _ _ EIP q4.64=�� \ � ANK STABILIZATION -E \ C LASS 'I' RIP RAP -,� 5$q=16�53° E � � T 2 E TON� ' � 3ii.36" �EO � SE DETAIL 26-6 R�� 5 � � ��.� � � / ( . � 47" �MW FENCE ✓ CHAN � ENTS' � .7 CY EXCAV T N •�_� 196 AHMAD A DULL DEEB & SIHAIy� I. RAHHAL DB 2532 PG 3372 TRACT I DETAIL 26-4 FALSE SUMP ( Not to Scale) Outside Ditch - Traffic Flow E- S - S = Ditch Slope 2' el Tc•I � Proposed Ditch ���` -L - ST Sto. 359+46.89 . / ' T �/� . ,. � � ,- � `� \ . ��� � DETAIL 26-8 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2,� ,L.1 Ground D Min. D= 1.5Ft. � B= 2.OFt. ROM -L- STA. 356 + 96 TO STA. 357 + 78 L' � � \ \ � � � � � � � � � � \ � � � DETAIL 26-7 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground Z•� �•1 Ground d � Geotextile B Min. D= Ft. Max. d = Ft. *When B is < 6.0' B= Ft. Type of Liner= ? Rip-Rap FROM -L- STA. 356 + 10 TO STA. 356 + 59 L 2?9.87 HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 � m 0 � �r�,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 I E'C!'/I/�i Charlotte, NC 28202 � r-� NC License Number F-0991 JB w�SLAB SEE SHEETS 80 & 81 FOR -L- PROFILE � � � a r � a � � o Q o � U N Z � W ;; J m '-' a � w z � W H � � � O N \ CD .--� \ t � a o w � � � Q � o c a� � 0 0 U � � Q H O � U a Z � � } W � � � H �L � 3 / � � � W O W J J (n H d � L.� � � � a r � a � Q O o � U N Z � w :: J --� m -~ a � w Z � W H � � � 0 N � �o } _" a � o w � � � a c � � � 0 O U � � Q � 0 0 U a Z � � } W � > °' H 'L � 3 � � � w o w � J (n H d � L.� N Q W � -L - Pl Sto 375 +95.33 Pls Sto 38/+70.94 �_ l7" 27' 58J" l RT J 6s = 4° l0' 40.1' D= l' 59' 22.0" Ls = 420.00' L = 877.94' LT = 280.08' r = 442.4a sr = �40.0�� R = 2,�80.oa e = 7% DS = 70 �PH -Y8 - Pl Sto 20+18.34 0= 5r 59� �9.2� r�r� D = 6' ll' 14.8" L = 840.23' T = 45/.53' R = 926.oa RUNOFF = 96' e = 4'/. DS = 50 �IPH / / / D ETAI L 2 8-1 LATERAL BASE DITCH ( Not to Scale) �Natural �- Fill Ground ?'J p �,•.� 1'iFt. Slope d GEOTEXTILE g Min. D= 1.5Ft. Max. d = 1.5Ft. *When B is < 6.0' B= 2.OFt. Type of Liner= Class 'B' Rip-Rap b= 5.OFt. FROM -L- STA. 385 + 00 TO STA. 386 + 00 RT FROM -L- STA. 378 + 50 TO STA. 384 + 00 RT � � � , � �� ��' _� .. � � i��. _ Q � � �► � � ,%� - -� =. _ _ ._ ��� _ . � �, - i��!� ag • � � : � ` � �' �'►_.! � �� • c''„�.-�����������_-""\\ - ��:.,,,_ // -`___ --- ��..�Y��---1� -- �� � --__ ►� � ' �� ��//I �==��� ��-` � G��� ..R . � ` •R , .z � � � �- � �' `\ '�� _ �,�� _ ,, � - o _ �-.. �1;� \ :._ . �`��� , ,,' , .�. _ . _ �- � ��� ' ����1 1 1 1 f� • 1 � � � 1 � � a������z • ��1��'� � � _ �- 0 DETAIL 28-2 LATERAL BASE DITCH ( Not to Scale) Natural � �-- I Fill Ground ?'I p �,•.� 1'iFt. Slo pe d GEOTEXTILE g Min. D= 3.OFt. Max. d = 3.OFt. *When B is < 6.0' B= 2.OFt. Type of Liner= Class 'B' Rip-Rap b= 5.OFt. FROM -L- STA. 384 + 50 TO STA. 385 + 00 RT FROM -L- STA. 384 + 00 TO STA. 384 + 50 RT � �' / / / / � .�/ ..., . ..�.,. ••- -- -- Q 2G1 �� .� , ` �E '� ���"/� � �� � ,���► o � . �� � ��� �• � � ��� • _� .. � ." • • �� � HI ER +47 �� i ���� _ +00.00 / i' ��� DB 10 4327 r ���i -� F �� -��BEGIN SBG Q ' � ' � \ RA u - --- "= ' �,'� i� ��� F ' `� \ G � � ?�� - G'- � / R - - -- - . ERM I� �� C • SEE DE IL 8-b �� �� �/� -L- 08.31 \ V � -L- +31. 0 �. � � 140.0 ' T \ ` EX. RrW '� i . . I-L- + 71.97 � �- - - J Ex. r�w � . . � � _ - - � I -L- +37.64 I I / DB 271(� PG 4327 � 50 i � (TRACT 2) ' / S � � �__---� ---- EST 3 TONS _ �� � � � � 7 SY GEOTEXTILE � _ _ _ _ _� _ � � - F -L- CS StQ. 3SO • O.S7 O CL 'B' RIP RAP � � � EST 17 TONS 60' JULIA S. ELLIS 33 SY GEOTEXTILE i T T T T T ry- -r T(TMPJ � DB 2833 PG 58� DETAIL 28-3 LATERAL 'V' DITCH ( Not to Scale) Natural '�- Fill Ground ?• j p 1-'1 1'%Ft. S lope d Geotextile Min. D= 1.5Ft. Max. d = 1.5Ft. Type of Liner= Class 'B' Rip-Rap b= 5.OFt. FROM -Y8- STA. 29 + 50 TO STA. 31 + 15 Rl D ETAI L 2 8-6 BERM 'V' DITCH ( Not to Scale) � � � p �,.1 RDWY O �� � Min. D= 1.5Ft. 122.00' LT 122.00' LT �'u�a B= 2.OFt. 92.35' LT 83.11' LT � O b= 5.OFt. � Natural DETAIL 28-4 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� D .y:� Ground d Geotextile B Min. D= 1.5Ft. Max. d= 1.5Ft. *When B is < 6.0' B= 2.OFt. Type of Liner= Class 'B' Rip-Rap DETAIL 28-7 LATERAL BASE DITCH ( Not to Scale) �Natural �- Fill Ground ?'I p �,•1 1'%Ft. Slope d GEOTEXTILE g Min. D= 1.5Ft. Max. d= 1.5Ft. *When B is < 6.0' B= 2.OFt. � C FROM -L- STA. 375+00 TO STA. 379+00 LT T e of Liner= Class 'I' Ri Ra b= 5.OFt. � ���- E �. TDE FROM -L- STA.375+00 TO STA.376+18 RT yP P- P �_ . / // FROM -L- STA. 384 + 67 TO STA. 386 + 00 LT � -Y8- + 96.59 E �� � � 81.46' LT -�'` � � E -Y8- +21.63 STA A � BASE DITCH � � DB 1488 PG I 25 -Y8� +52.52 �� 80.96' LT F, S B' RIPRAP CL 'I' RIP RAP TRACT / 5J8' LT ���� E �� E� 44 TONS EST 4 TONS � _�� g� Ah�°� 8 SY GEOTEXTILE 10 SY GEOTEXTILE c� � � / / / HODE�O FARMS. INC � � � N �`� � SEE DETAIL 28-4 ^�� ^ � DB �488 PG �q25 n,� �� E �� ^ � // TRACT 3 -YB- PT Sto. 24f07.V`t � � E 5 85 LT4.74 � �� - _ � R � � ,�y � -Y8- +0000 ��-____ E __ C �� � -YB- + 07.04 L 33.00' LT 3 ` � / 33.00' LT ,�0`� -Y8- + 82.21 � �� C �` j/ o M o ,�� 50.79' LT F� � � -- - � �� � o P s:, - - ;� � 0 0 � _Y8 S���� ��.� E R U L-3 i � o s / � � � a -L- + .88 / � � GR 175.00' RT , T � � i � �. � � ��' �,�� -YBA- ` � E� �' s � .' I ' � � 601 ,. - - � � i / , ,� � � O i , , �, Y8A- � 5. 5� G � I � � \ ��--- I � ��� P��O :X. Rrv�/ , 5 i I , ���� ��� � � � i � � � ��� � �•��o �,��: •: � � ' � �' � ,� o p��� � � � � � � � � ������ � � �2, /� DB 27�p PG 4327 \ / BILLIE JOE � � I f ��- DUERACT 3l � , DB�94N p� BULLINS I I S 5 0 , 6„ EiP� 854 � � - � + 70.00 H I �' �. 5 3 _ 1 .4 _ I s - HB � T � OLD NGS ` �ROUP. LLC �� . �� -Y8A- +52.63 PG 903 6 �' � 25� �� 32.94' RT / y�/LT ` FFR �. NOAF�I � y� DB �� 7 8 , cy � � �/ S �V � S T F � FF q N � S �� � n HF � � F� 6� �� � s4 DETAIL 28-5 LATERAL BASE DITCH ( Not to Scale) Natural � �-- I Ground ?.� p rL•1 1'iFt. Fill Slope ��� z � \ � \ � \� - - FS �� \ _ 2G1 ��)s„ '�� / 2G �s� �� �� �� �- � �0 _�� i�� � �� �`'` � . ��,� �'A: � 4 � �l1:'�'�i� � '\�.\►��� �,���.�i��� ' . � ��� 1'�:��t�� \�%�'��,�.�� �` �\1 ''���L.Z� 1 ►.�� �_ � ` � � \!�` �� ��� �i� a►��►_� �,�T 4 j„ '�� 9 �� � �'\ � 0 � ��� . , .` ' � • : .� , � ���.. � � � DUE DUE \ s�'� -Y8A- +82.7 • \ �\F 50.17' RT � -Y8A- + 82.99 EX. R�W ,p � G� O SHIRLEY �I. NQAH DB �84� PG 135� END CONSTRUCTION BEGIN OVERLAY ONLY -Y8A- STA 17+77.76 ��RD . � 16:1 T, JULIA S. ELLI$ 0 ,/�� DB 226�PG 333 / � T , � o� :��>.�:� � ��, �; .�,�..��% �_ j,i/r 7ti ��I,\�► , • ��'�,i1�� �'�:���, �, . _\ ti., �_g.�� �\r�]�IPr.��_.��-- � - �-- PT Sto.17+77.76 P��,� � -L- + 3 .81 ,S�ti, 195. RT � � �c�0 �a 210.90' RT T \ c�� �� 2°'�' �AyLIN L.PINNf�E � �oo� B �265 PG 67�58 TDE � • � ECK �W��T -L- +50.87 201.00' RT ' � � O 2' LATERAL BASE DITCH �Cy � �� 2 TERA S DITCH ` CLASS 'B' RIPRAP ��C ,B,4S��P EST 33 TO \o�O�l IP �/ �G 33 ONS 73S�F EEO LE IL2 � ;y��y� � � 3i2 G� j73 SY G TEXTILE �2� � \�F� W/LT {� SEE DETAIL 8-2 �,�c,o 00 • ROBERT �& ���'�v� �, / O ��2�,0. ��A� PRUITT \ � �.�J � �'��{{�� �3 PG �657 ,ry �\ �9 7� �� ('�C��^S+ M / M 5\ c4_ •o �.'�SiP Tie .� ..T _ �. o \\ ���F � w \� o ` A \\ � � v G� �P �' �` � /`h � E '\ 1� � ./ .38' R. � � 0 EI � '� ,�Q' � � � � � � / � � P � � � � / � ROM -Y8- STA. 28 + 00 TO STA. 29 + 00 L' DETAIL 28-8 FALSE SUMP ( Not t�le) Median Ditch 9 -� 2 �- (See Chart Below) --�-,�- 20' � GI � S - etc. S= Ditch Slope C� Proposed Ditch - 1 V- T V' 76.28' LT 94.36' LT TDE HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 � � � TDE ��9�� 9 � LATERAL 'V� s�'° CLASS 'B' RI � EST 54 TONS��,� 121 SY GEOTEXTILE � SEE DETAIL 28-3 � TDE 1� � W -}" N R Z �- � � � _ __\ J W ;� = Q W � U�=� � N � � � �► " � W � pp W /-���-Q� -------I ENERGY DISSIPATOR i� I � BASIN SEE DETAIL GIWiFG „� c�, SHEET 2D-3 DETAIL B . �� . : -�r- - -- �-�r�.�� �a�.�1�� ���'��� � �_._- �y.� i�u�r���c� ��ri�n�u�s �,ri�i��u�5��ro_. �! �--------� ���� ' � � � ����� ' �\` `���►.�� �\ � � �`?:;��-�- �� ��i�°: `�y�, � "*�� �: ; , �=�,s I • •� ti � SEE DETAIL 28-7 � -L - ST Sto. 384+50.87 nl + 50.87 � BEGIN SBG � ;�� R�P_►„ ^ W 2 ROP SBG18" RC � ^ � N � o - ^ � � ^ W N z �I � � 15" R `� J CP_� = O N Vo ^ ~ � � ^ �/1 � `V � M w �-J � � � ,IASON A. & � JESS�CA M. BEESON HW DB 2866 PG �035 ' - - - - - - - - - - - - - F � ,�r T�E �oo s� s9- �`�s °� � -L- +33.20 202.31' RT 217.31' RT LATERAL BASE DITCH , CLASS 'B' RIPRAP EST 44 TONS 1 98 SY GEOTEXTILE � SEE DETAIL 28-1 PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 28 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRAN -YBA- Pl Sto 18+24.12 �_ l37" 46' 42.1" (RT 1 D = 22' 55' 05.9" L = 60%l7' T = 647.53' R = 250.00' RUNOFF = 80' e = 4% DS = 30 �IPH DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED SEE SHEETS 82 & 83 FOR -L- PROFILE SEE SHEET 118 FOR -Y8- PROFILE SEE SHEET 119 FOR -Y8A- PROFILE � � � �. L � a � g o Q 0 c� m w -�,�, � � m -� a � w z � W H � � � 0 N \ � � t � � a o w � � � a C � � � 0 0 U � � Q H O 0 U a Z � � } w � > � H �L � 3 � � � � w o w � J (n H d � L.� N O N W � -Y8 - Pl Sto 34+53.19 � = 29' 36' 56.4" �RTI D = l4' l9' 26.2" L = 206.76' T = 105.74' R = 400.00' RUNOFF = 96' e = 4'/. DS = 50 �IPH 52. I s8.2,- DETAIL 29-1 LATERAL BASE DITCH ( Not to Scale) Natural � �.- I Ground ?.� p �,•:� 1'iFt. Fill Slope � R � Min. D= 3.OFt. �"-"� B = 2.OFt. b = 5.OFt. FROM -L- STA. 391 + 80 TO STA. 393 + 50 RT � 34 �Ci -� �� ' • 1 _,. � • �� � . ,� � , �� / ' . , � // , � ii - - `�+ - _ � / • �, � . � � // / . � • // � ��, �,�,�,�-----�;r�,-��'�a_,�� ����- ♦ � � ,, . ���=�%�'I�li/���'��ri4�=�Y �1���7/.�r, �� � �`:~�1y��lti��,�.'�1,i��ir -_�_ � // / � � ---�' ��3_l IT�H�r/"�'\ �17�����di1�������������-�t� � IIII � ! ��r�_.k.l� ���+��;� ���?�� ` � . ' � � � � � �� � �-■�`w� � . // ,���� � ������r_.� ��'�����_ � � I � � // � � �����/_--. � �%�1 , �_���. 1i1�!a������ri.�.�us �r�i��� ���/��;�� ������ . � . ... � � � �!�'.+-"'�''_=. � � ��� .��1I�� y.a�� ♦ -��� ,� � � � ������ yR �� , T� FROM -L- STA. 397 + 50 TO STA. 399 + 00 RT �'� / � 3L/��' S 35 +54.20 . 3 W �N \ � -i�8 - PC SfQ. 33+47.4 'Jr � / - 5 0 ' LT 4 pUE // \ � ` . � � _ _ U� -Y9- +05.68 � FD Z� 24, � _ 83.10' LT ¢'ONNEC � � `_ ♦ � END SBG 5 00' LT7.45 ��(P) � /� � � 2GI � ' \ 38 0' LT '40 W F __ _ � - P - 47 __- � � � � � , -• % �� , , _ �• � ; S' � � �►• �,, � ' • .. . . • � . �■��� �.. '� o �t • �' � / _ � - ���� �� �; • , s. � � \ri.�� �,�7 „ � �� - ,� � • - � •,� �~iA� � � i t� � �, ,� ' /� - •'�'7` • ., : • ' • - �� � - � . ��11 _ ;• ' / �` � . • _ „�.�.�., � , / �� � ,� �61 ��,� ��,,:A �.�_ � ' ` ,' / �► •� i� • • � .r.` �.'' '�� , �� i �' . `,•�V,i- � � `,��� � � � � tp � �� �• � •� ♦ � � � � � __'-- ��� %.�`, �I_ , : a�.1�� � / � � � `. L E�� / � F •. , ��~- q ` , _�����/������ �'.4 _.� , � _ i � , _��y\S _����s � � \ /� � � � � -� �;_-,,�// . •� . � . ' � /I - ■� , • . � • .a R�� ,� � � / � � � .' , � PG 581 �,� p�' CLASS 'B' RIPRAP �`r� - - O. � - � -� - �P' �'� EST 149 TONS so�, �'S- -Y9- POT Sto. 2�+ 3.69 \F� \�� /�� 330 SY GEOTEXTILE % 9s, � C' 93.89 w� C��' SEE DETAIL 29-7 6%.�'a �G E �A A ER � F'\j�� • BEGIN BRIDGE FEN 'N -L- STA 390+34.08, 23' LT (WB) �c VAULT ��' � BEGIN APPROACH SLAB END � G o��o� -L- STA 390+10.17, 23' LT (WB) � . 0���`° �� j� I�645'12" E W FG iFG B 77 X Qi^ O � � O ap W +N � � � � � � � � � J00W N =MW � V = � � � � � � t/� W � � I W � � J N � � BL-20 0 ` � � �� 9� c � s s ti . �P ___ F I' (/ � `�, / 1 F � � r-+ . � � 2''�j � �.00' LT � � � �/ �� , F � � � FT S �Nc � �i � s � I �ey ,� /� 6 �� � ������ / ��� ��� �� U� �i � %� -}� �� �� Z� �// / ��� � �� � ���J � // � � � F/ ATfENUATOR CGAU � �o M DETAIL 29-2 LATERAL BASE DITCH ( Not to Scale) Natural I � ' Fill Ground ?'I p �,'1 1'ift. Slope d GEOTEXTILE B Min. D= 2.OFt. Max. d = 2.OFt. *When B is < 6.0' B= 5.OFt. Type of Liner= Class 'I' Rip-Rap b= 5.OFt. � O \\ � �\ ` h�j � \ \ \ � ��\ � /� � FROM -L- STA. 393 + 50 TO STA. 397 + 50 RT fi� / �" � "/�`' LU HOME �I S P / -{- /� S ��'\ � 18 PG 2834 / %� �� / / 48^ �pN � \ -Y9- +14.77 71.69 LT, � � � -Y9- � f0. 4��KBUS�O. 0 LT, �/ � calloP -y8- Sto. .72 = ° / / � i � BSr -Y9- T Sto. 22+60.68 �� -.---���. _._�� :�� � ! / �.�, ' 7 � ��� � ;- DB �747 Pc 77a U o,e `�'o �°"0 0 .`�`� 6F JOHN & PAULINE STYERS DB �89� PG 79� F_____�-------- - 47" WW FEN +oo O BEGIN S ,IASON A. & JESS�CA M. BEESON DB 2866 PG �035 � II � 0 � � � � � M � � � N QM � � � � N W r � W ' _� � N � � N r W W � � � ZW J N � _ _ _ _ _ � _ _ _ _ _ _ _ � �._ yy, � _ ^ � � --;� � � , . / � _� � ' �'� V 5' LATERAL BAS� DITCH CLASS 'I' RIPRAP / / � EST 486 T�NS nAK GROyE MORAyiAN /� 824 SY G�EOTEXTILE CHURCH TRUSTEES / 8' LATERAL BASE DITCH SEE j�TAIL 29-2 DB 1131 PG 1486 (TRACT 2) � CLASS 'I' RIPRAP / EST 244 TONS � -,L � _ / 414 SY GEOTEXTILE � � � � / � SEE DETAIL 29-3 �� / �-- � ��- --'G----- ------����__ _- 47" WW FENCE s °o � � ��_ � `�i� �9 / � �i / / . ., � � / RW/CA BY � / �j � �°� � -Yl - PC Sto. llf19.74 � � �� �N� � B � PG � CLAREN� E. & � y^ � / �`� � / � � F+, � f� ,�. �.JLL�E M. FARABEE r� �� o� i ��� -Y10- POT Sto. l0+ 0.00 ��\ oo '�o�� sT'��9 � � ��,.- ,; ``�B �228 PG �29� S� ��' � � . � � �o�� I � / ,'� ,'� � i q � +,_ \ r. �'� � . �� l � / � � i � � � � c � - -Y10- Pl Sto 11+82J6 o= �� 4a 2s.4° r�r� D = l5' 54' 55.8° L = 123.62' T = 62.42' R = 3so.oa -rii- Pl Sto 14+89.87 �= 6° 52' 07.1" lRT I D = % 09' 43.1" L = 95.90' T = 48.0/' R = 800.00' RUNOFF = 84' e = 4% DS = 40 �WPH � ?S�, / c� � yr I + \� + 83 v � �Gf�A�D'E �O . r _, , _ � EGI APPROACH SLAB �SFD M\ F -L- A23 89T 90.09, 23' RT (E + 70.16 0, � ��\ � �ye� � � + 30.96 / D SBG �� � ., ��"�^ �� � ' � E N D C�A � � �� � � BRIDGE FENCE S�I � � � � � / �y��0�� � % � TA 390+14.00, 23' RT ( ) 0 � �0 . � � �� � ` �� . ��ST JB LAB / � / � -----------r - � ��" � �� / l �8 i i � h a �, � --�r 2' LATERAL BASE DITCH / SEE DETAIL 29-6 � / ` .��' j/ `�b� �?�// � \ss � I / ° 1 �� �Q � BYIA- PT Sto. l2 +53.12 = F ���/p - P� to. l POT Sto. l9+10.68 � � �� �� � / � u u C . �- �� / �j � /� B 2G1 � '� ,� + 04 ' ' �x ` `.�-7�` , \, � � 46, � '4 31 � BEG N SBG ��, ��VES 27EN� 5 C; � � � � �AD TO - D I I� ,� � � � -Y9- Pl Sto 29+34.40 0= 30" l2' 45.2" (RT J D = 2' 58' 35J" L = l,0/5.07' T = 5/9.63' R = 1,925.00' RuNoFF = sa e = fEXISTI DS = 25 �lP�l PER U-2579C PLAI�IS S 2 60.32, �I� M = + HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 29 HYDRAULICS ENGINEER O',��` DOCUMENT NOT CONSIDERED FINAL 9 UNLESS ALL SIGNATURES COMPLETED � � �� s � � � � � �Ypt�je , �� �� ` O AK GRO yE MOR A yI AN \\� F L AT 1 R A N CHURCH TRUSTEES \� DB 1�31 PG 1486 (TRACT 2) \ � � \�\\\ � � �� � � OAK GROyE MORAy�AN �� � CHURCH TRUSTEES \� � \ DB i46 PG 2u � \ � �� � � � �\ \� � RW/CA BY � 47" �MN FENCE OTHERS � \ � 2' LATERAL BASE DITCH � �� SEE DETAIL 29-5 � \ �P�;� �� � \ 2' LATERAL BASE DITCH CLASS 'B' RIPRAP EST 193 TONS 428 SY GEOTEXTILE SEE DETAIL 29-4 ��_--- HW ----___ �� ��- _�_ �� �� ��- _ � -L - POT Sto. 39/+94.97 = � � -Yll- POT Sto.13+97.88 � / � � / NB) �n / �WB) p / � / � / i� �n - - - - - - - - - - - - - - / - + T T T T � � a °�j E �b APPROA B ��6 L- STA 392 +40. , 3' RT (EB) W `��' �6F END BRIDGE p -L- STA 392+16.33, 23' (EB) �, - - PC Sto.14+4��86 -__�� � s �� � , � ..,. � � �6fe �� / �E O ��q � ' LATERAL BASE �CH CL 'I' RIP RAP � . ST 996 CY � C� I RIP RAP � � 1 STSY GEOTEXTII� SEE DETAIL 29-1 /EST 3 TON ' \ 7 SY GE EXTILE -Y��- PT S �. �5 f�.76 e � -L- + 31.38 ST I4 RTONAP � � �// � / � / \\\ `\ `� E I P -Yll - PT S . l5 +93.2/ _ �sx 219.97 RT � -L- +42.58 10 SY GEO'FEXTI �� / � OT�HERSBY � `\ \� ���Q- PQ S �� � .74 ( 231.91' RT � � � / \ � RW/CA 8Y � T 1 v/ / / T \ �� OTHERS / _ �� �O � � , �\ \ / X\ / � / � / � � \ � JOH AYFIE JR. ��`' , � °oo- LINDA R. A� DETAIL 29-4 � `/ DB 2627 R 4197 LATERAL �SE DITCH O � ( Not to�fa le) 0 F � s� b /_ ��0 Natural _ - Fill � � Ground ?•J p �.1 1'�Ft. Slope y d FC GEOTEXTILE - B � �j / Min. D= 2.OFt. S� Max. d = 2.OFt. / `When B is < 6.0' B= 2.OFt. I Type of Liner=Class 'B' Rip-Rap b= 5.OFt. FROM -L- STA. 393 + 00 TO STA. 396 + 50 LT DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED SEE SHEETS 83 & 84 FOR -L- PROFILE SEE SHEET 118 FOR -Y8- PROFILE SEE SHEET 120 FOR -Y9- PROFILE SEE SHEET 121 FOR -Yll- PROFILE o �� _ ��� 40 �� �� �'� �/ /�� � j� � ° � /� � �?����� , ��� � � � �� � � i / � o ��� i � � - Y l l- P O T S to. 1 0+ 0 0. 0 0 � � ��/j/ � .�'� �/ , / � / ��� /// // /�� O �/ / �Qv �' �, � `�' / � / O �v - ���- jM� � �/ ? 03 � -���� �� X � � � � � � �� / p? `^ END BRIDGE M -L- STA 392 + 36. 1, 2; / � �J� � � �� � CAII'1 A DDDf,A � / � C9 � � � f / m^^x�e B 77 / � / � 'f' /, . �, IFR � �� �} Q,�� SA�BA AE�'ARO _ � ,�O '� ti� �2800 PG �I _ �`�� _ , °�h� `� DETAIL 29-7 LATERAL 'V' DITCH ( Not to Scale) Natural b - Fill Ground ?•j p `L�1 1'%Ft. Slope d Geotextile - Min. D= 1.5Ft. Max. d= 1.5Ft. Type of Liner= Class 'B' Rip-Rap b= 5.OFt. OAK GROyE MORAyIAN CHURCH TRUS DB 1131 PG 1486 (TRACT I) DETAIL 29-5 LATERAL BASE DITCH ( Not to Scale) Natural I b Ground ?.� p �,•1 1'iFt. - Fill Slope I B I Min. D= 2.OFt. B= 2.OFt. b= 5.OFt. FROM -L- STA. 396 + 50 TO STA. 399 + 00 L7 FROM -L- STA. 386 + 00 TO STA. 390 + 50 LT FROM -Y8- STA. 31 + 15 TO STA. 33 + 50 RT FROM -Y9- STA. 25 + 20 TO STA. 25 + 50 LT DETAIL 29-8 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural �•1 �et - Fill Ground ?.� ��p'� Slope D Min. D= 1.5Ft. .. DETAIL 29-6 LATERAL BASE DITCH ( Not to Scale) Natural b Ground ?.� p �;.� 1'iFt. - Fill Slope I B I Min. D= 1.5Ft. B= 2.OFt. b= 5.OFt. FROM -L- STA. 386 + 00 TO STA. 389 + 50 Rl DETAIL 29-9 FALSE SUMP ( Not to Scale) Median Ditch 9„ 2, (See Chart Below) , 20' GI S - etc. S= Ditch Slope C� Proposed Ditch - � � � a r � a � � o Q o � c� m z � w ;; � m --' a � w z � W H � � � O N \ CD .--� \ t � a o w � � � Q � o c a� � 0 0 U � � Q H O � U a Z � � } W � � � H �L � 3 / � � � W O W J J (n H d � L.� n w 0 L N n � � o < c m u m z .. �- m ^ a �i Z � a r n � o �;i � � P a C � m L O O U O G O 0 Z� m � L � P i-+ L 0 ; / � � � a r � a � � o Q 0 U � Z � W ;; J m '-' a � w z � W H � � � O N \ CD .--� \ t � a o w � � � Q � o c a� � 0 0 U � � Q H O � U a Z � � } W � � � H �L � 3 / � � � W O W J J (n H d � L.� � � � a r � a � � o Q � m U � Z � W ;; J m '-' a � w z � W H � � � O N \ CD .--� \ t � a o w � � � Q � o c a� � 0 0 U � � Q H O � U a Z � � } W � � � H �L � 3 / � � � W O W J J (n H d � L.� � � � a r � a � � ~ a 0 o � U � Z � W ;; J m '-' a � w z � W H � � � O N \ CD .--� \ t � a o w � � � Q � o c a� � 0 0 U � � Q H O � U a Z � � } W � � � H �L � 3 / � � � W O W J J (n H d � L.� C � � � M i _ � � N � O 0 � N � � W o � � H � � � � a N L � � � a � i H � � m O � � o Q Z � U � ' W N � � � m M i a v� � w � z � � W H I..� � � � w � � m � � � O N N � � , �o � '-' o } � � a � 0 ow� � � � � Q � p �. a� o � U o c 0 0 U � � U � � Q � � � � � o C � O U V � z z c � o 0 w J L � H + H = � � � � 0 ��w o w � J (n H d � L.� -Y/- Pl Sto 18+78.24 0= 3" 34' 35.9" �LT 1 D = 0' 47' 36.9" L = 450.70' T = 225.42' R = 7,220.00' e = NC DS = 50 �PH -YlB - Pl Sto 10+70.64 p= 0' 40' ll„2' fRT 1 D = 3' 29' 33.4' L = 19J8' T = 9.59' R = 1,640.49' e = EX. DETAIL 35-1 SPECIAL CUT DITCH ( Not to Scale) Front Ot Ditch Natural � p,'1 ,�g< Slope Ground 4•j p F\a Min. D= 1 Ft. -YID- Pl Sta 12+04.08 0 = 32" l4' 46.8. �RT� D = l0' 44' 58.8' L = 299.97' T = 154.08' R=533.00' e = 4'/. � DS = 40 PH DETAIL 35-2 SPECIAL CUT DITCH ( Not to Scale) Front �� Ditch Natural � Fj1 ,�g< Slope Ground S•j D F�� Min. D= 1 Ft. DETAIL 35-3 SPECIAL CUT DITCH ( Not to Scale) Front �� Ditch Natural � p,'1 ,�gt Slope Ground ?•j D F\O Min. D = 1 Ft. FROM STA. 9+ 62 TO STA. 10 + 30 -Yl- LT FROM STA. 10 + 30 TO STA. 10 + 80 -Yl- LT FROM STA. 10 + 70 TO STA. 11 + 10 -Yl B- LT FROM STA. 11 + 10 TO STA. 11 + 60 -Yl B- LT FROM STA. 13 + 10 TO STA. 13 + 80 -Yl D- LT FROM STA. 13 + 80 TO STA. 14 + 30 -Yl D- RT ���°Sp��3„ E /2/.22, TnLTZ AND PINNIX FAMILY. LLC DB 2607 PG 878 � I � � � I o.00� YlB � Y/ - � � �C ^�. �� \ � � � • I E � `✓ � [ 0 I N '� � -Y1 D- 1 - ' 60' RT SEE D PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 35 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRON \ �� ��� ��� HDR Engineering, Inc. of the Carolinas . � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � � �. �`. � � N.C.B.E.L.S. License Number: F-0116 � � . � . � STV Engineers Inc. `\\�`����\\`�� STv 10� 900 West Trade St.,�Suite 715 NIL M. HURTADO. S�t'. �. � �� chariotte, Nc 28202 �B 2575 PG 1�7 �� ��� NC License Number F-0991 •� . 4n3 ;o,� � d�� �, _°' �'�`, END CO TRUCTION � _ � � � � . P o,._� � -Y1 B- STA 14+99.10 i o � yrR aK� ; `� � I Q � � 1 � S ���, � � I �� �� S �r 2�� �6.6� i k �� �� � � � � '� �� ` � � � �� � � a � � '`4�'��, '��__ � � ; -YID- PC to.l0+ .00 a` �Hc x� - , � N 2SFp DKI \ ����__b',� '�I� � I � \\ ' ,� 4 � {� � � ,�i � � I -� . �� 8° cy `�' � � w �� � I k� �I O� � . � ► ► � o� , � � M YlB- P Sta 15►+24.45 �� CONSTRUC io`N10co�PA Y � � � �� �� S W I I EXl D- + 1.00 DB 1666 PG �866N � N� . � � • R'�^/ DB �460 PG 3u z � 1 �'rj �� � C -Yl D- + 70.00 � i � � • �� 50' LT _Yl D- + 60.00 " LTk � � � � -Yl D- + 70.00 � � � � JOHN IyI. SPRINKLE. JR. . � I � F 35.00' LT I 55' LT �° i i PB 2� PG �0� . M I i . Z. � 1 I p� E � -Yl D- 60. � j � w C�OI j � - --�� � E F 55'LT k + (T � \ l � F w � � .. .. �� I � EXISTIN� R/ � �Q � � � �� ��'1 --/ U', � i \ � V/� / "'K' EIP �T� J1C/. /�t�SF�= � � � Z -YlD to. IO+ODAC� �- B Y 5- I�I 9� �' � � o s� o o I i / LOCHINVA� � 8� �- - I M `� � / � - �a„9 b. �, � � 2� � � �' � � - M - � � � • srs, � �s,, �. � Ex��i�N � � �3 � `� � _ �, � �i' � ,p � 510 -Yl PT Sto.13+69.43 -�R____ '' i I �-- ---,. -� _ X�� � / x � i X o �3 �,� ,� �, �- i � �\ � t lB - PC Sto. l3+ 2.05 - � Yl D- + 85.00 �r�, ._..... � i 35.00' RT � w X � `�%-5 =--�-y-, � � F I Yl D- + 61.32 �' 1 I o IMO UTT 2,a4� �� � � 60' RT I -Yl D- + 44.00 � I�I � DB �352 PG 487 � �X��_�-� I m i � EX. R�W -Yl D- + o m X�� 60" CHL ti � � � I 70' RT 199.85' w � ° I Z 56„ W �� I i� 20°25" � �c� � � �Q i i S p OVERLAY PAVING ONLY o I � I� �� ��58�00^ E NO HYDRAULIC DESIGN J � m, ►;� 1 � 3 3�, � N� I N� 8/ �IILLIAM DONALD HILL � �- i Z� � / �- � O� DB 2 45 � PG �659 �Q = L9'BST \ �'! �� � Wj _Y1B- +75.00 -Yl T StO. B+OO.00 gUNCE �NvESTMENTs. LLC X � � I i DB 2608 PG ���� 13 � X � � E N � I D E N I N G/ R E S R F A G , DB 2645 PG �95 � k� . . � �X- . � � �i i EX. � -Y1B- +2 � � . w _ - - � � k � . � � . . . : : B E o �l OVE R LAY S X � � , EX. �_ �N C O �I CTI - � �, - � I � 2 . -Y 1 _ �T�.- -'C����_�� -_. ._ _ _ _ Se �s;.__..------.._. _ � , � \ \ 1 I I - �' ° TA. 0+0 Qa���H� 1 � � . . . . - Z • X 4�3 P 00 S o -Yl- t 16+52.82 � ��� / � I � � s8. , � �1 /U - �/3+� . I ` �2 NANCY K. ENGLAN DB y2�9 PG 5i0 ' to. i � , , , to.10+6/.0 � "� ; ; � � ��� -Yl- +75.00 `L-5 r U U k.Yl - + 00.00 � � _ � I ' LT � � ' 0 02 � � � ° � � ALLAS TERRY EI�G'AN G.D. ENGLAND HE�F�S DB 3096 PG � �8 i -Y1D- +50.b0 ► t� 85' LT i � � -Yl D- + 50 �00 ► 60.00' LT � � 35.00' LT � CL 'B' RIP R�P EST.2 TONS I �.SY GEO �'!�I'! �- ► � ,� ,� � �� . � • �)��"0'�� _���� �� � ��� � � � � �y � r � � ��" l� 'i c� , �, pK SPECIAL � CH � � � BEGIN FENCE � I I ❑S I S �,__,` P THURSTE LLC J SEE DETAIL 3 _ I � I BEGIN UA �SBKD O ISBD i' GR �� P, ��� � DB 29�5 PG 1841 HTR -Y1B- +20.00 , f I, � -Yl- +90.00 SMTL I I S / - � �� � --- 2 � � � * O NA� 83� 95 B�S . � S , � o , , . � � � , __� __ .___ ____ . 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R�W � i�0 � �;.5 � `c:�5 � 15 RCP-III � - - `�� , � Mia �Nilsix� - - - - � - - - - � _ GI PLANTER -----� --_ / FS EIP �P � y�D `��� � 50 I I � PLAN�`€R - - - � �/ „ P-III � RAMP �WE�� • " PU PUE PUE l PU P PUE �' �} I UNDER RAMP ��%E I PUE _ �_� : � u36" CONC � � 350 , -Yl- +43.47 36" CONC c� h • � � fl � � , �' _ E � E E o0 5 75' LT I i � r I �� N F � � � C � � Q � C R � `- � 700' � ��� - N � ��--�� - c� �� � I � �- � ia �Nils�x3 � 'No �, � W � � _ J � � - B Y 3 I I od�3 0. R�Ma � I �REMOVE �` � � _,_- -- - W W N Z W � 4' MONO� ISLAND o N � i MO�E�- - - -r - - -� - �=i � - -d�b „� - - _ VE " i � d� � � '�� U � � ,s"�P►n ► , - I � � � � Mia �Niisix3 5 � __ .... . ,�� Q c� 49.37 RT �- m � Z 00 � ._._._.... . / m R .00 ISFD {� : -� 5' BK � 4� CO � I I � � �} �� : � � �� � N 36" b 36" CONC � � o } _ / � . {� Yl- +39.40 � I -Yl- +50.00 � I �NC _ . ;� I / 75 � y� LL � � 2SF 65.63' RT iSBKD 3 75' RT & 48" / � �SBKD I �-���-`�1 -+37J0 0o i �� {� ? ENCE }-{�CON 2SBKD ONC// � ` � APT \ P �SBKO 63.27 RT CONC � -Yl- 17.00 63.41 RT � Ol � I� c� i / Ili I CO�NC � � N � ��.....,-_... � � J 62' RT ISBKD ' I I � I � � IS 1 , 1 ��� � ► „ j � �,I � '�" `/ � � � � � � o'�, '`' � ISBKD �� � �� X- I ISBKD � -Yl- +53.28 , �i +32 SBKD ROCK � 75 RT � i \ � 2 U� �coNC yyA�� JOE BILL NAYLOR JR �' i i mJ �3 �, � � ls� � m ,� �� .� �� coNc co � ' � MICHAEL E SAPP � �' � W m� AI�D �IIFE . . � � K,� ,°� � ,:� � � M O° � l • � St�S�S - � m 4�1 LT + 71.65 � �. �SB � � $ �- OQ ER I // o 0 0 0 0�' � �K TA DB 2876 PG �65� � /� V ON CA EAST NAYLOR 215 , � � N� � �� y � Q Sj'O. l9f 9„Q8 = �� �Y1 A� � N� �� DB 26�9 PG �5�6 � S 3 �, J�, y/ P T . H�INE W �� � AFFAR A A❑ lsg � ,� � MATC ET 38 4� � � Z BUNCL j�L SHE �/ P P S DB 3�93 PG �848 � � � �, SEE w`�' ELCO PROPERTIES ^� � OO I 1 se � �,� M o � {� �SFo � 0 P � � � �� OF NC LLC �� � G R H ` '� ���� `� � DB 2783 PG �274 �, EO GE JOHES s b "��`0� CQN�PY DB 3063 PG 4334 QQ c o0 � � � - JACK M, �GE .6L'16 ,g��gg ,09'6bl � ,Ob'001 001 75.40' - �' AN� �IFE 3„�I,OZoSI S � 3,�00,9Sobl S 3,�00,95ob1 S d13.. 3 �,00,95ab1 S ` dl3 � S 14"56'00" E S 14°56'0 ' E�X BETTY 5; K�GER DONALD G yADEN & ,� o°' DB 2�6 PG 229� KEI�I�ETy �t y7A�EN = `� i90i G � �ac� . � t0 Q / / / _� / � ► -Yl- +$7�27 -Yl- +16. � EX. R�W � � c rYl- + .9 / � �X.�R�W � I SEE SHEET 88 FOR -Yl- PROFILE SEE SHEET 94 FOR -YIA- &-Y1B- PROFILES SEE SHEET 95 FOR -Y1D- PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED PROJECT REFERENCE NO. SHEET NO. _Y�_ HDR Engineering, Inc. of the Carolinas U-2579D, E& F 36 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 Pl Sto 5/+89.98 Pl St0 60+64.70 N.C.B.E.L.S. License Number: F-0116 R�W SHEET NO. � l �-�� �7� 3�.8p r�r� 0= 9' 39' 26.5" lRT1 ROADWAY DESIGN HYDRAULICS -YIJ- PC Sto. 11f02.43 -Y1G- 86.8 H�� N D= l" 5 4' 3 5. 5' D= 2' 5 n9,'� 5 9. 2" STV Engineers, Inc. ENGINEER ENGINEER E X. ` � Y� L= 6 9 5. 9 8 L= 3 2/.�` t S T v 1 0 � 9 0 0 W e s t T r a d e S t., S u i t e 7 1 5 - Y I J- P R C S t o. l 2+ ovE S E E G� S�' T= 3 4 9. 5 6' T= l 6/. 3 5' �� Nc°�°tenseNNumbe02F-ogg, -Y1J- 2� �,e,TERAL BA DITCH �� S/yEE A 1� R= 3,000.00� R= I,9IO.00� p ' ° dl3 SHEET -4 e = 4/. �`�� EST�S8 TONSP �P DE n � � ��, 4Q + DO S DS 3 50 PH DS = 50 PH �oo oo,�� J ��o � 2 � � ^ 1 SY GEO-TEXTILE � �� � 2� 0" `NW /6 666- S ` � ♦ � a � I ��� �9< c � � � M _ N � N � O 0 � N L� ; w o � � H � � `� N o. � r � � � a � � � � m o � o o Q Z m c� � ' W N � � � m M i a v� � w � z � � W H I..� � � � w 0 � m � � � O N N � � � �o � �" o } � � a � 0 o w � � � , � a C o a N O � U O C o � U � � U � � Q � � + � � o � 0 0 U V i z z c � o 0 w J L > H + H = � � N � 0 � � w o w � J (n H d � L.� � - � � ����j LATERAL 'V' DITCH 61 � � � O`� ��� ��� SP I�cL�CUT',:n-, �' � SEE SHEET 2D-4 � i� ��5 -13 ,� � �� � 2 q E DITCr�k:,1 Z � � �",� DETAIL 36-6 / � + `� EE�SHEET 2D-4 � �� � SPE� /�S� T DITCH �/ / // s � P� � � ��,� �TAIL 36-1 -Y1G- + 0. 0 �' ��� � � SEE 2D-4 � / � ����(�O � 65' RT -y- + ��\��T 2 N 6 0 �� YlJ _ POT Sto l�+ .4/ _ � cRAA Y R FA�IKS � � A 1� �/ g� MARY S� A�KS � � � o ��r J o6 / �Yl �CH R CD � L C� E ND E y✓ �� '`�- , Q � `, s A NO j�IFE �4 I P 4 DB 958 G 53 �� GQ•�� �/ ZgS� A c�� ,��' � � 6 ELIZABETH M. LAN STF,�R r�, pg 2342 PG 2240 �� .^ 2/ � � DB 2�36 PG 4 `L ,oti v' �\ 1 EM f, ��\ �t0 � �� bl ' SPE IAL CUT DITCH ��,�oo� � �N 36 EET 2D-4 �a F -YIJ- � Pl Sto 11+55.8/ Pl Sto 12+50.86 E'P �= S� Jr' � 15.8� iLTi �= 4'Jr+Z7� 18.T' IRTI e �0 8`�9S DOCUMENT NOT CONSIDERED FINAL D= 8' 26� 13.3" D= J'r% lT �.8� m UNLESS ALL SIGNATURES COMPLETED L = 106.54' L = 79.33' , - � � T = 53.38' T = 4/.89' �3 - - �' " R= 67 9 J 0' R= 1 0 0. 0 0' 2 � g � e= 2% e= 2% s ----, � ` ��p��e DS = 20 �PH as = 20 �1PH OPAL D. �aR�oN ' F L AT 1 R O N e' � 7 ��Q � 0 � �FET L 36-2 �, N DB 973 PG 330 ' i� � ts � � � o�o � �2 o,�E � �, � � ,50� . � -YIG- P St . l2+ J3 -6 e . � //%� SP �A'CCUT R ^ -YIF- 6g. r, i SE DITC � � Q � O � �� sE DETAIL b-5 �. 03 N� I � Pl Sto 16+29J7 Pl Sto 17+88.99 Pl Sto 19+07.05 Pl Sto 22+69.58 Pl Sto 23f96J8 , Q��, 03 ,--_ x e �'� ITCH a� �� ���'�' 56. S a�°3� �A" � ,,- p= ir 33� io.2� r�r� 0= l" 09' 32.9° fRTI 0= o� 50� 42.6e r�r� 0= 0'49' 24.8' �LTI 0= r 5a o0.6. rRr� � � � ' JEFFERY �. ' D= 6' l7' 2/.6" D= 0' 50' 55.8" D= 0' 50' 55.8° D= 0' 50' 55.8" D= l' lD' 26.�' � sE IL 3 32 � �2 E`P � � DB 2638 PG P 39KS �� L= 183.69' L= 136.56' L= 99.57' L= 97.02' L= 156.16' � ��Yl " P c� �B' RIP r� � � �� T= 9 2 J 6' T= 6 8. 2 8' T= 4 9. 7 9' T= 4 8. 5/' T= 7 8. 0 9' 1�� M o J � 8. 3 EST. 5 TON A o,� 5„ �8�a°� � S �� �R R= 9/1.00' R= 6.750.00' R= 6,750.00' R= 6,750.00' R= 4,�80.oa ° 14SYGE0� .� _„� � . � e= 5/. e= NC e= NC e= NC e= RC , SPECI UT W/PSRIvI� o. 12' � 1 -'� � DS = 40 �PH DS = 40 �IPH DS = 40 �PH DS = 40 MPH DS = 40 �IPH 03 SEE�S ET 2D-4 � \ � ' -' � � � A 2 � .. 6 �\ � D T fL 36-4 I ��� � � �� i� �� � o, �� ���� � 361 I S �� i i � �' �� 48�� y�W `� `� M�CHELLE T. CHILTON 6253 UNI R � cANOP -- �� ' I EL T. 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ISFp THOMAS DALE JOYCE � U . �I � �� � THREE PROPERTIES LLC � HAR LD D REICH LIyING TRUST DB �642 PG 28 ,�, .�� � DB 2976 PG 774 � � . TI�OTHY T. CHRYSIKOS HEIR$ N^ . MAR AND SKIFLE I NGS � � 2 . ERI C. S�ILLI GS N � � �v DB 2870 PG �340 Z 4 X .� � DB i633 PG 36i � � ��, d�3 � � � � � �H� „8b X ' � N ' Y/ P l S to 6 0+ 6 4. 7 0 P l S to 6 3+ 4 4. 6 9 0= 9" 3 9' 2 6. 5' f R T 1 0= l 3" 0 9' 4 4. 4' l R T 1 D= 2' 59' 592' D= 5' 32' 09.0° L = 32/.94' L = 237.77' T = l6/.35' T = 119.4/' R = �,��o.oa R = �,035.00' e = 4'/. e = 4'/. DS = 50 �PH DS = 50 �PH PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 37 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRON � ss SEE SHEET 90 FOR —Yl— PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED Pl Sto ll+16.00 p= l° ll' 5/J' fLT J D = 0" 30' 58.2" L = 232.00' r = ��s.oa R = ��,�oo.oa e = NC DS = 60 �PH -YIA- Pl Sto 14+99.96 0 = 22°46' 56.0' fLTJ D = 4° l8' 28.6' L = 528.84' T = 267.96' R = �,�3o.oa e = 6% DS = 60 �PH DETAIL 38-1 SPECIAL CUT DITCH ( Not to Scale) � Front o Ditch Natural ��'� ,�e� Slope Ground ?'7 D ��d d Min. D= 1.25 Ft. Type of Liner= PSRM Max d= 1 Ft. FROM STA. 14 + 80 TO STA. 10 + 80 -YIA- LT � � ao 0 Q Z 225.00' — S 89°02'44" V� 225.00' — 5 89°02'44" W 225.00' — S 89°02'44" V� O O + � � t � o. L � �. i � � o� 00 U O Z m W N � � m a � w Z� W H � � � 0 N \ �o \ � � .-� O w � � � a C � a� � O 0 U i � � Q � � 0 0 U Z Z � O W J � H H = � � 0 � � o w � N � � c � � � M _ N � � 0 � i W 0 � m ti � N � I C O � � 0 � / a � 0 U C 0 � U � � � � c 0 U i C O L t 0 � w � H L.� N Q N � W � C C•] DETAIL 38-2 SPECIAL CUT DITCH ( Not to Scale) Front �t Ditch Natural � p,'� ,�et Slope Ground ?• j p F�a Min. D= 1 Ft. FROM STA. 14+80 TO STA. 16+41 -YIA- RT FROM STA. 10 + 59 TO STA. 11 + 60 -Yl C- RT F ROM STA. 11 + 69 TO STA. 11 + 80 -Yl C- LT SR 1665 I � �� �I � ����N�,���1►,������r��r�i� -Y1A- 10+82.00 DETAIL 38-3 LATERAL 'V' DITCH ( Not to Scale) Natural � I �— ' Fill Ground ?.� p �,•.� 1'iFt. Slope Min. D= 1 Ft. b = 5 Ft. FROM STA. 11 + 80 TO STA. 12 + 40 -Yl C- LT 42.91, 82.18' 60.78' S g7°51'38" � S 87°38'10" �V EIP $7°30'32" EIP Z a' N 1� N �, a v � N 1� N a � 122.36� 6„ � N 82°23'28° y� 5 a274 6p?" � 5 a��p0 2 �s� 0 W � o � N \ � O 0 � � o „� . o N \ � �� � Ib I � �2" RCP� � sAMuE� & SANDRA BAKER DB 2270 PG 342� `�' ' � �e� � � � � � �, � p�l. S� � � � �E vIStA �R �''''� �� � � �� P�����2�� r? R� -��3 ��� � � ,- � n_ ���—�' ZhJ ��� ��� \ �� �� � ���/ . '' IF- I� . � � ^ N i�.3 6 �'I 0 � i S 87°59'5� v" �— �� � ' E _Yl CH1.IN EE1 5 MAT EE SH S 12 40 HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 38 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRON �Ypr�e SEE SHEET 94 FOR —YIA— PROFILE SEE SHEET 95 FOR —Y1C— PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED C � � m M _ N � N � O 0 � N � ; w o � � H � � `� N a � L , � � �. i H H � m o � o 0 Q Z � U m � W N � � � m � � a v� � w � z � � W H I..� � � � w 0 � m � � � O N N � � , �O � '-" O } � � a � � O w � � � , �Q � o a a� o � U o c 0 0 U � � U � � Q � � � � � o � o � U V i Z Z C � � O w J L � H + H = � ��� 0 � � w o w � J (n H d � L.� SEE SHEET 96 FOR -Y1F- PROFILE SEE SHEET 97 FOR -Yl"I"- PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED �i�.� _. 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FROM STA. 18 + 50 TO STA. 19 + 31 -Yl G- RT s CATHLEEN M VEGyARY � ��j � �EIP EIP N 85°45'38" 136.65' � � � r� _ GR � � EIP I LJ ( i QI � ��� �J ' I �� DB 3� PG �$ -� . � � � �15.aae13'5 i� �---- /9'BS w�� � � � � � ��� �-�� _- I \ � � /� �� ------ Q -_._.� \��------- � � � N �NA �RENEE HOUS� � � �^ 147.84' � 85°04'36" y� � 151.46' S 84°01'12" � .o. � m � ;� � � � HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 G�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 r LJ -YIG- Pl Sto 14+2/.44 � _ l5' 4/' 13.8" �RT1 D = 4` 46' 28.�' L = 328.55' T = 165.3/' R = �,�oo.oa e = 6'/. DS = 40 �IPH '�N . I S o� a .�c0 I O � . _��/LT IP S I � KIRT � A KINS ARC11�E� A. I T 4165 B 26 a O� � � 0 z PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER � FLATIRON � 03 � , I ; � � ', W X � N � �'� �- � ° � � 04 � �, i I i DB �723 PG o � Q � Z � �� � `� X � �8„��� s � � I OVv K� ' � � � - - -- - � � � DAyID E�NG� Rs. � �-�o� � RRI TT EATO P��IELL �`-- -- � _ �� —Yl — POT Sto. f79.43 ��,� i PG ��i--- I�� S GR �\c' N 3 � � N - �R � M i FLORA I�. GAN � � = r- w � i i w. � w T T � ��� � � D 1753 PG 74 �' M i s--- o ��� �, X � � � O1 � � ` i . o � - � N DB 2008 PG 2094 Y1G- 55.00 �I Q CONC �;� � � �; Q � o 48" CHL N 86°51'27" Vy 153.23' � � m m � ISBKD `'" � -Y1G- +OQ.00 � , 5� � Ri "' � 2SBKD °' o j - o� Q , T RAL B ITCH Y1G ° 80. �p - I I'/ZSFD � ► � o 65 LT �8" RC�' -Y1G- +1 . N Z Z -Yl G- 75.00 -- SS 'B' RI 0' LT � � � �T n — � A �� � � . �� i X Q '� LTB E DI � EST 30 TO o 2' SPEC AL CUT �ERR � HEMM� GS �, � � � � 36" ONC �� \� � � � � ��ETAI 40-3 �� 0 SY GEOTE B T N ��F . E � � SEE DETAIL 4 EE L� ELB H E PvG$ � � 1 . n � � -�] �' � � � � N � -- � � � "'• � z 4 + 7 .5 � � � CONC r � ; CON� � X � � � � �� � U � �� I ` � � � I . _� � i �.. .� �. � j � � � � o� ► � � � \� 17'BST �,I � � � I u, � X X _ . � N � X CO�J� /� ��`� �m n �� � _�--------� � �.' , v 1 �, Q �,, / L T I ^� ���� ��� � ° — 1 � .� I �,y _ _ Q EIP Q �/LT EIP ExisriNG Riyy � � `�� � EIP 48" �VD RAIL �X 15" RCP _ . , RE IN r ;:; �a„9� i2' RCP � � � �—�C—� —5� —� X X—�--X R �� X 5' R P i + � - - �y — �C('�- — 'i — L — — — — y� — — — — — 1 —� — — — �N — — _� s — � � � ►�— — — — — — — — _ 48" y�D RAIL I� � - � o 015" RCP-III o N o o�0 1— o —� � '� � r S CJ5 29 E � N N � OLD HOLLOW RD 22' BST � � �- �W �\ � �_ • i c� 0 0 � � 12" RC = �' �- ��2" RCP =12" RCP '1 =�� � � � � I �� ` - ;, � _� O I � �O -�- 1� I/ 2• RCP — \ � �� EXISTING i /�y=PR(. U 00 i� C EIP EIP O � � EIP E, TI G R/ EIP O�/LT l2� R�P `� \� F ---- �- --- " C II �� � � ��� � � � � XisT� — 36„ ,� - ,�- .� D �'ON CTION , , I I � \����, ; coNc � �7- ST +37. 8 � � � `� ` I � \� ��O,yo �\ �`AR�pF � �— I�� - . � I I I m � � \ � <<� � �� RTy� c' � � � o � � � CO C � N � m I \ �9p �\ E � F{, -Yl G- + 50.0 I \ \ � ' r--' — N — � � I �' I`\' � ,n� \ � �2 B � .68 _ 'h� �0. 0 40 RT ISBKD � I � I � N� � I \� �5 \\ Sr \ / � � I � � SPECIAL C�T DITCH � � � I SEE DETAIL 40-2 /� �� � ISBKD I � Q 36" I �� � \� _ 2SBKD I � � � ISBKD I � ISBKD � • - CO CI � � i J i I i i � o H T R �� `� �A R N O L D R A Y G R I F F I T H \� _ o � � - - f = � N � � ` DB � PG 766 � -� E N D D I N G U R�'AC I N ►�, , I Yi POT st 22 87.65 , � � � ,,�, , � `� - � ' � 1 -YIG- POT � to.19+09.02 ' ► J � ,, .� so.� P PG 98 � -y-�1 ' _ � � / � � BEGI OV �Y X x x x�N\� � � � � ' �" _ = JOAN RULE BECK 5 � �� �� �� �v -Y1 G- STA. 1 0 48° IND RAIL � � ���,� � �� PB S PG 9 • �, • � � & IN�I � I � � � ° "' - m o � �. � � � � / �� � ��°'x Q NQ .�� ` � � /LT S i- X� � I . ► � N � o � G ^\ \\ � �` •�,n� � � N �n �� I � �1 � � � 48" CHL >C v, G �� � �� � � �,5 � � 0 04 � a � �� a � � � � � x x � E� O �����°�� �`� ,r�, �`� � �� m in �°� . � � � o� S CHRIS A. FISHEL � �p� _ � ������ � �;.5 �.��� / �� ` �Ypr�e SUSAN � & � XQ �� � HARTI�IAN JR 04 _ i%ZSFD ANNET TE A. JOYCE � � �r?, ���,c,3 v �o �� �� �,+` � 9\ �_ RICHARD E � � '` DB 2024 PG 3946 �s � �� 7� � / � ST PG 353� � Z I '` � � �'o �� c,° � � � ` �/� �� � ��` � DB 3089 HILL X G � m o AARON S1 �RUZ $c �G�, �9 �S9 �� \`' / \� ��/ ti`�'0 //��ve' . 04 -YIG— P StQ. lrJ' .6S ERICA �AE I I N�CASTREJON M ARREOLA D. N YEN S90 ��' � 0 /�,}�� � ��' � DB 3�92 PG 3403 DB 3�4� PG 793 S � �� �� �- � j o� �i�T PB 8 PG 98 a AA�B EIP TRI� H ILE 9 �' � � o� �ILLIA�I E. CO�J PER n-, DB 2692 PG 337� �;_s � _ � DB 2708 PG � Q / ����� � � /� �° BILLY R. JOYCE JR. �, EIP p \ 0��j �,��� / l �' � DB 2497 PG 2763 a1 �q'Sa � ti 9s 9!� ���� �s�, `'�� �' �• �t0$A S-JOSE N 6�� TIMOTHY D LA�SON 99.�� \ �e �,,� tio � A HUSB D AND �j�FE ��� � `` �� JOSE DEZ��ASC L �20°51� EIP , TERESA L. LA SON � ��/ , � DB 449 PG 2�� � . � 77°31'19" E EIP 162.00' S 77°30'52° E �6�.96' S 77°30'52° E EIP 84•69� S ��°00'47 DETAIL 40-3 LATERAL BASE DITCH ( Not to Scale) Natural �� Ground ?.� p ry:� 7��ft. Fill Slope � o � Min. D= 1.5 Ft. 4• � �I B = 2 Ft. b = 5 Ft. F ROM STA. 13 + 74 TO STA. 16 + 14 -Yl G- LT 06, N66 \� q� EIP E DETAIL 40-4 LATERAL BASE DITCH ( Not to Scale) Natural � �— I Fill Ground ?'J p �,•.� 1'iFt. Slope d GEOTEXTILE B Min. D = 1 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class 'B' Rip-Rap b= 5 Ft. F ROM STA. 16 + 14 TO STA. 16 + 50 -Y1 G- LT DB 246� PG �72 i DETAIL 40-5 SPECIAL CUT BASE DITCH ( Not to Scale) Natural .� ot Front Ground 2. �'�' �e� Ditch • � D F\at Slope � Min. D= 1 Ft. B = 2 Ft. �ROM STA. 16 + 50 TO STA. 18 + 81 -Yl G- LT � CITY OF WINSTON-SALEM / � SHEET NO. 40 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � � �s�. \ / �\ �/ �� � � � � S S�/ `i,�'� 6�3e �> F DEE JAY JARRELL DB 3178 PG 3704 PB �8 PG �68 S �p6 98.,, �s. P o. , �� , PP � � � 0 SEE SHEET 97 FOR -Y1G- PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED C � � v _ N � i � 0 � � H � � � I a N L � � � a � i H H � m o � o 0 U Q Q Z v U o� ' W N � J �p m M / a v� � w � z � � w i--i � � � � w 0 � m � � � O N N � \ � CD � .--� C � O } � � a � 0 o w � � � , � Q � o a a� o � U � i O C O 0 U � ' U � � � � Q + i � H � O 0 � U U i Z Z C � � O w J L � H + H = � � N � � � � w o w � J (n H d � L.� N Q W � [O] O O� P� �ti° o0 �� � „Z�,9bo9� N N °°•�� � „Z��Ob �6\ -Y2- Pl Sto 10+9/.04 Pl Sto 16+95.63 0 = %53'28.�"lRT1 � = 0'2/'42.8"fLTI D= 4° 20' 26J' D= 0° 22' 55J' � _ �8�.�a � = 94.�4� T = 9/.04' T = 47.37' R = �,�2o.oa R = �5,000.oa e = EXIST, e = NC DS = EXIST. DS = 55 �PH � a "�o: � ss ��� . � J',2��6 .9�'• 0�5 �6 ARILYN �. RICH MA DB �786 PG 3�74 � �� �I�IELL JACKSON MOf TGOM Y. JR. N�, a SSELL TALLEY IyIONTGO�ERRY a � DB 2695 PG �69� �' DERRY A. �IHITE � `� DB 2043 PG 2049 a� Q �Q �� � 5�X � � -6. a �,a � �/ . �6`�� �� . . ��� o,o � , � i � c�y ♦ � ��� \ �� .� �� � y� J �N � o � a 9 \ b\ � O � ° z� ��� s �'2�i ,�O 6�9 � 0�•� GRAC�E J. K�NG DB �673 PG 3709 \ \ � ` � ��� � . 0d \ \ � z 0 \b\ i �3 �� 1� M . ��a ��\ i �j, i "%�� � IyIICHAEL R HEATH DB 2802 PG 378 ��. �. � \ � � P , cr o I I in � �Y' � �o Og � � � � J a DB 2 � �, \ � � � \ m � � � � � Q8e � Z � �' � �, �- \\ Z \ � • � Y ��\ � \ �\ � S � 83 �3 q X X o> �� �\\� a�� BOBBY HERRY � N \ \ � \ \ CYNTHIA IHERRY o N � DB 2632 PG 244� m � ��N�� N �\ � 36.i��� \ ' \ ' �, \ \ a� ' � ` � \ � z \� ' a O ` z / b �/ � ;� \ ��J .` . � � dl3 � �/� � . ���c \ . � ` S�X� � ��a'� / R 22 gs� — �� � ��` � �y �� `�N� �� �� � ��EY�i��E j �! � d�2i „Z�� � • . y � \ o�\ / �/ % 92� 5� /� � — � �� � ��s � �/ SR � /i �� � � -Yl- + 07.0(i � � � ,� � / /� � � Ex. R�W � � �� �\ � � �� /� � M � /�� `�� �� �'� / � / �GV��x�St�N�" R \\ � �� � � �� \� � / i � �� o /� \ � \� �����y o O � � / E�P ��� / ��� � �5� /� / � /� I / I o� � � . � �� . � � . ♦ � � �/ � �_ -Y2- PC to.10+0( o� � � I� I / � I . l� . II. RUFUS DANIEL JOYCE. SR. , AND �IFE II EULA B. JOYCE � DB �292 PG �49 . I • I � I� RUFUS D JOYCE SR. �� I � � � � DB 3�04 PG ��33 � � \�— \ � . � . ti � 1� �\�� �0�k � oo� . F- y��\� � � . F�TRA o� ) '� ��''���'� � 1 \ \ � dl3 .� �J � �,�.� � �RCP u-�-�-, _ _ . — _ � � _RET�IN � _ � __ 1' 1 . C G7�'DPe � � � O, � y �� KIMBERLY M. CUDA DB 2�47 PG �697 RUFUS D JOYCE SR. DB 3�04 PG ��33 \ \ ��! HDR Engineering, Inc. of the Carolinas \ \ a 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � N.C.B.E.L.S. License Number: F-0116 ` � \`;r ��N� STV En ineers, Inc. S�� ��� 900 West Tgrade St., Suite 715 \� \ C�C!'/I/�i Charlotte, NC 28202 m NC License Number F-0991 \ � �� � m � \ � \ _ ; \ a , � � s' / / \ N `�t �NO� 'L� , � � \\ II � XM „Z�� � g�. � � �X � � N \ \ o- S. UMMERS. JR � \ \ KII� �. ERS U O�, DB �08 G i 4 i �O :� � � a N � �N� � � � � � / � � �N��% v,X .Lb �Zo�� N\ \ � � � � a ,�Z'b8� � � V � 11 � ,�.n ,�..n �� _ A � W W Z � V..� t/� � O � r � N � N � W Z J _ U �— PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 41 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRON �Ypt�e SEE SHEET 99 FOR -Y2- PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED � � � a r � a � � o � 0 U � Z m W N � � m a � w z � W H � � � 0 N \ CD t � a � o w � � � Q � o c a� � O O U � � � a � 0 0 U Z Z � O W J � H H = � N � � � o w � N � � � � � N � _ � � i � 0 � �I W 0 i O� ti � N � � C O � � 0 � i a � 0 U C O � U � � � � c 0 U C O L � � L.� w � H L.� N � N W � � w W � N W N 0 � � � N � c%i I N / I W Z J _ U � -Y2- Pl Sto 25 +94.30 0= 0' 2/' 15.�' fLTJ D = 0' 22' 55J° L = 92.74' T = 46.37' R = 15.000.00' e = NC DS = 55 �PH Pl Sto 30+28�/.20 � - / �2� 2�•�f� �R/ � D = 0° 36' 32.0" L = 198.06' T = 99.03' R = 9.4/0.00' e = EXIST. DS = EXIST. DETAIL 42-1 LATERAL 'V' DITCH ( Not to Scale) � �� Natural �- Fill Ground 2.� �,•1 1'iFt. Slope D Min. D= 1 Ft. b = 5 Ft. FROM STA. 27 + 30 TO STA. 28 + 80 -Y2- RT FROM STA. 27 + 64 TO STA. 28 + 90 -Y2- LT 079 ALMA C.CLAYTON TRUST nR ���n or_ �aa , � �\ � � \ \ . . � � D ETAI L 42-2 SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural � �,'1 ,�gt Slope Ground �•) p F\a Min. D= 1 Ft. FROM STA. 26+50 TO STA. 27+30 -Y2- RT D ETAI L 42-3 � LATERAL BASE DITCH ( Not to Scale) Nar� a� I �-- I Groun ?.� p �,:� 1'iFt. Fill Slo Min. D= 1 Ft. HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 42 HYDRAULICS ENGINEER � Charlotte, NC 28202 B= 2 Ft. G�C!'/l/�i NC License Number F-0991 b = 5 Ft. FROM STA. 8+80 TO STA. 29+38 -Y2- RT HPB — H�B —��— HPB � , � cP D I v� —1— — — — $--�� ��`��_ \ �\,r NORRIS Z. CLAYTON � W� \ � �� � = „, � AND ��FE � I w�� �' / � �= �920I ST �� � `�a(d \ \ r��` CATHLEEN C. CLAYT(� � I �Wo \�� \ ( 1�i ��� � _ � �N� ���� � , � � DB 2470 PG 27n� ► NW=I � I � EY � �a � � ` RD �2, BST ��� `\ `;\ � � � \ � � a ~ � � V'N�l s�x3 �` �\ � ` \ \\\� �`�v \ \�`9° �\,� _ � I I I Z �� 4 � � � GR I I mQ � \�\\� � /� � � ` \ / \ \ ` Py' ` �'�^8 \��� �� 1 I / � 1S8 YJ CO\ Q]J �\ .�_=� _ � \ 3I \ � � 1 �i,� d/3 � � / �0" g ��� �� = � �� � � 1�,M �� ���_ _ �dN�� �— � 1 � � >� ='���-I- — _ � \ � � \ � >�6 � � �SBK \ � i(' � �� � \ N � > \ ❑ URC \a• o� 17� J PAINTING � l 3N„ Al �� I � \ ia �'� � M gNP ILC Sr18 \ Y>_ aad°ad=M�� �� � PA Y. � IGLESIA BAUTI TA EI CALy RIO & lS� \� 2 DB 258 G 095�asz .\ � g 3i P�T � ?C�LESIA BAUTISTA EI CALyAR10 TRUSTEES , �� 8� �.. �� L�ATRU �T E � II �� � 75 PG 2i6 �� 3 ao.��z`° � � � I �� o� � � � -\ � o � �e ,� . � / � � \ Z � 2�0 & s � �� � � — Q� • �' i \� � w �RUSTEES ��' y O .(86•Z£ ° 1 � � ��M � / `�� \ �> O� � � Nb� ° �� �S6 � o l' \ J � o / � \ \ rd,� ` �# ���/ � � � \ \ d ..�...��.'� FLORA M. GANTT DB 2008 PG 2094 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRON �Ypt�e � � �I � ALMA C.CLAYTON TRUST � DB 23�0 PG �88 � 7e49� / S 34°36'37" W � -_ � � � �: -���15. o o' � esr ► w � � I � � W ' \ � � i �} � � � i� i � ,� � , � �� i � � � � ' � � m ti �' ` m 2SBKD � .��' � I 7.18' `�' � � � N I � ; � I I S 34°31'08" y� �\ \ �' =w II ° �\ \ ° _►� � I' a M. � � �� , w i � � � �\ � � �i z � � � ,,,i � -� I o � - � - -' �' I � � , -__ _,, �� ,,,,-, il � -�'- ���� � � ��� �' � ► � �\� ,- _,, >P1 � S/ 39, I B � \ �,:� � �' °S" �' � � I � � � � � I I Ir \m . . �`'o � � �� � �� � �, 7.� . � � I I I S 34°31'08" w � • \ \�, I � M „eo,�� ✓ � � � I I� w ,zo°� a � � ,�� a9 ��, � �S � I � � F I S' a � �,o o � � � \ � / `\ \ �SBK p ��o � 22" `� S �Z°3 22g.9�, � ' � �\ � � /� X `\ � v � � � a X �X/ � 0 3\ \ � �_ � ���0 �� � SEE SHEET 99 FOR -Y2- PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED -Y3- Pl Sto 12+4/.28 �= 0' 52' 47.4' fRT I n = r o8� 45� L = 76.78' T = 38.39' R = 5,000.00' e = NC DS = 50 �PH Pl Sto l5 +68.24 � = r4T� 5�.�w r�r� D = 0" 47' 36.9" 9" L = 226.5/' T = 113.27' R = 7,220.00' e = RC DS = 50 �IPH DETAIL 43-1 SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural � b'1 �et Slope Ground 6•j p Q\0� Min. D= 1 Ft. -Y3B- Pl Sto 10+40.09 o = �° �a o2.4' fRTI D = ll" 27' 33.0" L = 80.00' T = 40.09' R = 500.00' DETAIL 43-2 SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � �'1 �et Slope Ground 6•) D Q\�' Min. D= 1 Ft. FROM STA. 11 + 00 TO STA. 13 + 10 —Y3— RT FROM STA. 16 + 30 TO STA. 17 + 00 —Y3— RT FROM STA. 14 + 20 TO STA. 15 + 55 —Y3— RT / FROM STA. 12 + 00 TO STA. 12 + 60 —Y3— LT F ROM STA. 12 + 60 TO STA. 13 + 00 —Y3- LJ � ,0�� �Z\ M „ie , ��°�0 S THOMAS J.TURNER DB 2998 PG �963 �'.`�_' � . � � ', � ,2�` � �� N � „00.8bo�0 dl3 M ,6b`��'� \0 S M qzb,L�e 09 MELAN�E V. �IILLIAM$ DB 25uPG 774 DB �039 PG 1220 � �� . -� dl3 � N � -,, w 0 0 �n _ �; m m 09 DAHIyA R. MA,SSEY YOUNG & D�ANA L. MASSEY ROSS DB 2630 PG �375 w o� � � �� � �c' �n � �� ( � 1 \ � I ' 901 _ �SoO� N 631A � � �� �� I � �b��^ �� � � VCDOT _ �` �, tFOR1yIERLY � I , JOS�E GUNNELU � � DB 3�95 PG �095 I a� . �I. 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ROADWAY DESIGN ENGINEER SHEET NO. 43 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED IIU'U.y�' � FLATIRON � � � � N �p a �N �Ypr�e � � H W W _ t/i c � � � � � _ � � � 0 � N Q N � W � � ���� �` � � �� v. � � �` a Q � Q � � N � �� W W c/�i O � � � N Q � N v ` \ _ � � � ��� �9 ♦ — X ` � \ � � i�� 1 � • ( � X� � , � I � X X � oo•r_ r \ I M � � H t � `� N a � r � � � a i H H � m o � o 0 U V Q Z U O � w m � J �p m M i a v� � w � z � � W H I..� � � i w � � m � � � O N N � �� �� �� 0 } � � a � 0 o w � � � , � Q � o a a� o � U � i O C 0 0 U � � U � � Q � i + H � O C � O U V i z z c � o 0 w J L � H + H = � � � � � � w o w � J (n H � � �.L 65' K I K NETH A. & � ?R�A BLAKELEY � � DB u78 PG 734 pB n36 PG 979 b6 i96� PG 238i � I � I � $ `�I � I�. � fy'�� 08°16 �, ,Z6'SL � 3,��b,�ZoLI N di3 M����.ZbaLl S W Z � i U � , � � �IARGIE F. GORDY & MARY R. NEELY DB 893 PG �06 DB 974 PG �53 BEGIN CONSTRUCTION -Y3 B- STA. 10+94. 32 ,�z•�5 „��.ZboLl S ,g8� �`�\ N � �oo,ano�o ,��� �'2\ S uLb,Z�°�0 5 091 ARTHUR C. CARTER. TRUSTEE DB 3�02 PG 3609 CURTIS BO�EN � i � i i \ i / \ i i / \ i i i \ / i i � / � 5bl Jd Z5 9d � b19� �d 61LZ 9a \ •�N�'N0�1�na1SN0� N01Sn3 � \ � \ \� HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 G�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 _X��X 6 "o `N � a � 0 F- SEE SHEET 100 FOR -Y3- PROFILE SEE SHEET 106 FOR -Y3B- PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED '� � PROJECT REFERENCE NO. SHEET NO. 2S CHURCH � � � v Q _ N � N � O0 � N � j w o � � H � � `� N a � r � � � �. i H H � m o � o � O� Q Z N U O ' w m � J �o m M i a v� � w � Z � i W H I..� � � i w 0 � m � � � O N N � � , �O � � o } � � a � 0 o w � � � , � Q � o a � O � U o c 0 0 U � � U � � Q � � + � � o � o O U V Z � Z � � o 0 w J L � H + H = � � � � � � � w o w � J (n H d � L.� Y E- 3 5 U NII� -r3- H�IN ET 4 � N J ! � T C SHE ���, J�l �', Y,� P� sto ��04.09 MA SEE � d - � � - - , - � _ 3��� c 1 � o oz ;� ___d==_�- �� �_ l�'23'02.6"fRTJ S'T A 2 , � �r ' � � � // / -� D _ 6' l7' 2/.6" L 228.7/ c^ `� _ � _ G--�____ T = 114.96' W 44, ` - � � °� � � � _ - - - � � R = 9��.oa � � � ' � J I e = 5'/. � -'�� ' � � o"'�, �/ � � . � �' �SpIL%' � V` �' -Y3A- + 95.00 J �S = 4� MPH � 1 � I FRANCES HENDRIX � �-��� � I = N 40' RT� �I _B�_ � HDR Engineering, Inc. of the Carolinas U-2579D E& F 44 m � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � N.C.B.E.L.S. License Number: F-0116 R�W SHEET NO. � a ROADWAY DESIGN HYDRAULICS �rr� T STV Engineers, Inc. ENGINEER ENGINEER �� ��� 900 West Trade St., Suite 715 • .._� EC!'/I/�i Charlotte, NC 28202 NC License Number F-0991 �. .�'b p�Sb�'. / � � FF86 . BARRY L and��i'f� Q PT $fp. 3. 7% N T 1f �� .�iILL � � / : DB � 4� -- 7 ••• �, ��� -" � / r � ,. DB 94� PG 489 � � � � I , � ' m � � 1376' RIGHT - - o . � � � \ � � �� / cTRACT 2) \ ��� �I '°1� QII o C ELEV 924.36' Q N 6; � �%� � � ,, I o rn, I t , N � � �, o i B R A H i M A. E� A S A R � � z -- � � � 0 5 ► y I I � p 1 2 G � -Y3A- +�.0 J � � DB 2874 PG 2275 / �/� � Q �` r� . 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' 40 � -i'3 P $1'O. �89.14 � HERMAN & DB 240i PG 633 �, I E :, / �LOCK H�N � �� tic . � J �`,,,\ W \� M„ � CARLEEN P. ARTIN s . . � ' - f�" ° � S � 39• / Ex. � J � � 633 �� a � � S'�/��� DB 1768 PG 3747d�3 S ~ �3 � S X �1 �58 S � � 96 �b `v '�, ,6g.b6 . ,II'ISI � . . � � CLASS 'B' RIP RAP Z 2 '�, \_ � 8 Ip H � S p S ..IL�p � 2 441 EST. 5 TONS /� IS k I A ELA . BO LES 9 . � �' B z c, K M . . o � iV ,55� < � c � -Y3A- PC Sto. �7+ . 8 ISFD Y3 - +0�8 � �1 � � DB 2T55 PG 3704 � M "��' / E GEO-TEX . � , LO� _ , 12 I � di3 \ �§�- +25. . � � � � � Q X 40 T � � � I � �� ,05'�SZ _- -- �� I � g�,�,/MH _ _ ' R � � / ��N ' Z , � � _ s SHIRLEY T. COOK _.-' � � � 1 _ � ° � x �I i � Y3C P� �t0. l f`O7 Z� �,3 �� � � DB 2148 PG 3594 � � ,--' 42 _ IM 48° c"� � X � I o I � -Y3C- +07.12 � DETAIL 44-5 Z ,0 �` � ��� 12 r �- I I 2 23' RT � 30 � 36- RIP RAP AT EMBANKMENT 3 qZZ,0��9� ��' ___--',,�Z ��\ � z 00' m � " �I 0j � '66'oS� C. S �.HUNG HSU 1 ) Not to Scale ��� � M- �' DB 2082 PG 4320 /• �I � W , I �A = � � `r --', � �'� F � RADING POST� liv 10'min. � f ' -�'/� m 42 � J 0 PG 1562 I Ditch �, X �a l\ �� I o ,-� Q TANGEE S. �ILLIAMS I o� � v? c: 2 -Y3C- +11.92 X a. 1/ � �SB � < '�, o o DB 242� PG 3546 �SBKD �O � C � / � 40' RT & '. u, . O � 1O � � 1� O O ^ L/�c.cAv�L`/ �„ '�% 8 I � � � � � �- , � _ _ ' � + ,. - �o, . 1� ',-�S, ISBLK gU _� ARRY D. $c z `_�' I CONC � � � 9S 6� � � � O 7 � -_ � DA�yN S. HATCHER � ,�, I m � x- Y 3 C- S � � D B 2 1 1 1 P G 2 � 2 5 B E G I N C O N S T F� I O I N �' co Nc � a ' '�, _ � � / � w � 'y �, IZARO FLORES- ASTAN & � � , `-''' - �� m , �� � -Y3C- STA. 11 +11.9 = _ _ �--�--- _ ��i, a � � �� �-� LORDBZ 304� PGR6 8DEZ � DETAIL 44-7 �� L6•B,� � � oi � w � � '�- � \ � � - coNc I; �, ZSFo �,� ti FALSE SUMP ino � 9Zo9� N � � 15� � � � ' � � � - - -1 � � � � � � c� I � o �`� ( Not to Scale) � % / � � � 42 �' � ,°� ' °� � Z - Q i / � \ I "�Z L_1 BK �yALL ��k � G'�'� � Outside Ditch - � l�l � o / /� \ � �, �� MI p � .,�° TrafFic Flow � �- // � � � Y o� � �o•� � 2, � / � 11 ��� `s' m_ m �� ,� � \ S 5 o a BILLY �. SPARKS.JR. �� a��� I � �,�- ,� /i Q ` o o DB I 14 PG 3802 I�� I� � �' ¢�i� GI � y. I � �I �� I� W 42 //j /� r X °�° `n ISBKD � M„� SaLI � .F $- e t c. m a. O �- i' � � J� � I . -Y3C - POT Sto. l0 +00.0 I Z �SgKD � � '- - // CON� CU R B � X- X- � � - -� , � � S= D i t c h S l o p e � P r o p o s e d D i t c h �� � W 6 0 2 02 �� � z � ;� � � 5 \ J �- 12� 1� � �OI,ZFoZI S S o � I � \� � t �, a � o � -Y3A- X �, � -� IAL CUT DITCH ' � 03 '� _� � o � /� d� SEE DETAI L 44-4 - ~ Pl Sto l2 +60.25 P� St0 �7f42.27 � `� � 1� w SPECIAL C T DIT 1� JAN R. LITTELL �_ %'JrJ�' 12.8" ILTJ �= 0° 22' 20.�' (LTJ DETAIL 44-6 .� a � � � � � ` �� p2 p4 � _ I SEE DETAIL 4-4 DB i829 PG 526 --�� _ % �4 = � " �� � s ,,, Q D 08 5.�' D 0' 34 22.6 , s F o F Nos o s aleP �o SHIRLEY T. C�nK � r �� 1 ISBK� o o L= I67,�7� L= ��t„�S� o � � � `'� C -Y3A- 80.00 � T= 83.79' T= 32.49' DB 863 PG 484 � � 50' RT �� Outside Ditch � �- � I 40' RT Z R= S,QQQ„�Q� R=�Q�Q�Q.Q� � Traffic Flow ,�0.� 20:1 �2.0'� � _ p:p � EX. R�W = o- 5' LT �X ° CHL -Y3C - �� S �� --- 40� �r ��� M Q,ze'sz � 4S �� DETAIL 44 3 E- S� etc. �. EX. R�W I � �c_� > .I�,ZIo S o / 1 1 a \ X o� S= Ditch Slope � Proposed Ditch w�, w 6, � w `� � � �o � � � � � � = o a �/ ,°'-,�� ���, � � I V v a I I O 1 V T D�ENS �. z a `�� Y3A- PT Sto. 13f�.�2 �� �'� -3 � �I I z-Y3A- � 13 9. OO � DB �556 PG �526 � w �o . K _.�� �� '' I � �9A �,.....,_.. � �SBK� `v o w = cp � ao 0 °�j � IIa \ m r^ �.1-�S - - �I I N ��+ ° � O � �' � N �\ � I STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2•� D �•.� Ground d Geotextile g Min. D= 1 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class 'B' Rip-Rap �c:,, � � � „ , � � „ z r,. FROM STA. 49 + 30 TO STA. 50 + 04 -Y3- LT r-X X f . mi� 2 Grade ,� GEOTEXTILE � � Type of Liner= 5 TONS,CL 'B' Rip-Rap Geotextile= 14 s � STA. 50 + 03 -Y3- LT � \ iC�� X - � �� DETAIL 44-2 LATERAL BASE DITCH ( Not to Scale) Natural � �- I Fill Ground ?'I p �;.� 1'%Ft. Slope d GEOTEXTILE B Min. D= 1.75 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class 'B' Rip-Rap b= 5 Ft. FROM STA. 48 + 50 TO STA. 49 + 30 -Y3- LT DETAIL 44-4 SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Gaou d Q.� � ��p't�e� Slope Min. D= 1 Ft. FROM STA. 13 + 90 TO STA. 14 + 70 -Y3A- RT FROM STA. 13 + 90 TO STA. 15 + 00 -Y3A- LT SEE SHEET 101 FOR -Y3- PROFILE S E E S H E E T 1 0 6 F O R - Y 3 A- &- Y 3 C- P R O F I L E S SEE SHEET 107 FOR -Y3D- PROFILE DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED C � � � � _' N � N � O 0 � N � ; w o � � H t � `� N �. � L / � � a i H � � m o � o � v Q Z Q U O � w m � � � m M i a v� � w � z � � W H I..� � � i w 0 � O� � � � O N N � \ � �O � � O } � � a � 0 o w � � � , � Q � o a � o � U O C 0 0 U � � U � � Q � � � � � o � 0 0 U V i Z Z C � � O w J L � H + H = � � � � � � �.I..� o w � J (n H d � L.� � � � �� � � �� �— � E�P �' /' 105 DB �420 PG 57�, ` o 1` eo�-� � 1 � \ � 1 ��� � ` n 1 . _ � . r -Y3A- 661 2 z 55' LT rn - A-+\.2 ' SP �L UT D 1TCH � S DETAI 45-1 � W � E E � � 1 I /_c---- N N5„R � � N N � o � N � � O N EXiSTiN �`N W /��?-�-- „ - `� � �T L UT 0 �° S E IL 45 Q � 6.9 � -1 40' RT \ rn � -Y3A- + .9� 1 60' RT L T I rn ---� � � G �� r� n i� I" � _ �� �- � rn / T � �i �. rn�� � �. � � / esr � .� � � —Y3A— � � �I L T � �I I . � I I �. �I I � � � � HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 45 HYDRAULICS ENGINEER ��• EIP S 67°24'35° E E�P FDBN�ES HENDR� � �o.io� 994 p� ,�8 X � ��J ��� '�_ .6 -- - -Y3�- - -� _ _��—� _ � ��3.89' EIP Pl Sto 24+19.69 Pl Sto 27+93.96 �3 �3 ��� r � S 6 �, o �= 0" 36� l7.1" �RTI 0= l3"48� Jr' 7.4' �RTJ � �� . iq3 �� �qo.184N E E�P DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED �+ D= 0°34' 22.6' D= 5'/2' 3/.3" � w��r� Sl�w�� .�1�� W3�e _ N L _ /05.55' L _ 265.25' � � �— _ � �' o � � � � S Nol SN,M T - 52.78' T - 133.2T � � � R= �o,000.oa R= �,�oo.oa m HUNDLEY 8� o s► � �� ���� � �Ypt�je N NVEST ENTS. � � DB 2530 P� 239 �3A— POT o. 30+05.02 � � F L AT 1 R O N 105 � DBN632 PG �6RIX � . I Q. I \ s DB �343 PG 577 m Q I � � a � H� DLEY & SON$ INVEST � ZSBK I � N MENTs. �Nc z�� eus 136 I O � N L►NDA ERT R, & � � DB 294� P� 273� � � � � �V�� � m I � z DB i H'� �R 4 01y I� � END CONSTRUCTION 140 _ � `� o =2 P oo i� ,� � i 36°�oN� � w ��, . � ^n � i � � � e� o , I , GG►E. i x = -Y3A- STA. 24+95. OO . . 36�� �oN� � � � � -� �, � �. ne Nc. � �� I ISFp � , � DETAIL 45-1 �� �c, -Y3A- +00.0 . � � � � � � � • � � � SPECIAL CUT DITCH = A. �^J" " 5Q' � / 1 �� C�NC I ��► ZSFp ( Not to Scale) N ��• �r'� R . R(W / I S ' � 1 Front � � �� �uY / I I � l 1 1 �. I ► o< Ditch � � RF1' � COOI 1 1 ' - . 128 EIP/ ► � L T /' � I I 1 Natural � R'�p,�e< Slope Z 2S/6 p%/�/� — IN — — � / — — � �� � / � I � J Ground 4.•� p F� �'i �S� '_ — _ � Z_ _ _ — —� --_-- — — __=_--_ Q ���"- � � � I � �G \ _ _ _ — `� — � ��� � -��✓ V( J- �j w IP EXIS TIN� � �� � � I � j���O C � Min. D = 1 Ft. / /S9 � �� ; - - — �`�1�?�� I -- —_ .�• �% E � � � �2^ v �p� _ i R� - ��� q �4 7 ` � � ROM TA. 24 + 00 TO STA �4 + 95 -Y3A- RT �/\ S � � RD 23�� � \ �/ T� � — � �-� y��� _��_R � j � FROM TA. 24 + 0`� TO ST��3�95 A- LT �� W NC 66 OLD HOLLOV� _— / 1�8T 12" RCP �� —� N �_� � � -'�--- � � -� ►Y - � _- — /1 E�P � I � �— _ � � � � � � W/L � f`'? � EIP � ���� 12 RCP � �r�Nc R�yy � � ME1E�jSK � G' 15" RCP 1 � �} 25' T N EIP `� /� EIP ( ��132 �W �p � �2° RCP ��g L'- � W/� J I W / � I � � � I `t,.3 `t� � � ��?-� � n � I m ' " R p�- � �— W o � E� � = �� BST /S3 ; ' � y I I I JO Y `�r3 p P Ex�s T�N � q,W_ > �� �2". RCP � � o �' — ' ', \ � �� � _� �n � �� f� � ' ' � �, �E � HA�IBRIGHT i� � oP.� E 5 25., _ � � A- DB �5� 7 PG � I � � ; � � �} 50' RT I � ,� \ 252 14�4 / � � � � `` � '�' BST �} f � � X. WW a � � �\ �.' p w�L T � O � 5.2 ' R/ EIP (� � � \ � �`� � � i-� � � � � � I = i , I= � � � T ,�� EXISTiNG Ri� � _ -� %�� ��� CH � °� � u � 0 24' CONC� I `� 1 � n ' . . . � �� � I �P \ � I� � � 2a° co c � ' � � HSUA /� � . . . . � \ � � �� p ���2HR BETHANY BA TI$ C URCH� �, - 25��ST ISBKD = � N � I OF �(I�S 0 I . � `� �-��r i � � ► � �B 2994SpU SHU � � // 4 I S \ �2��Rl� \ � � DB 3172 PGN IN X. 60.�0� ; ETER I � iSBKD i i � 2848 ��� I� `N�� �L ���� � r � I` �, 1� 36 � m 1 � I � � � ~ I a' � ��- � �- � I I � XI �'���\c�,�, I `� � � �SgKp I 1 � = 36_COyC j �\ I I w � {y� �C o� iND `v �� . i- — I � � ti a, pK � v� � I / I � �/ r o, I 1 ISBKD � �/ �. ISBKD I � X �j�` -Y � �� Sta 29+25.94 � N � 143 � ; � HUBBARp q8x � � ; Q I I Poo�l � - � ./ OF � REq TY I WD �� �� ;.r, • I � V�RG► cn v� � J �� . NS T QN"SA I �SFD � � � T �, -Y . I PC� o. 6�60.6� � � � � N►A s, � �3 ► 36� co � . �e 27 �E�. ► �� o �� ��,� I � � o � X�--� P �B i4►6 ���SON N i Nc I � 32 P� 6� NC. 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COCKERHAIy� � DB 2538 PG 99� X E,P ���� �ABABA GA��ATiN HERSIL J. BUTCHER 15°�8� 2\, � S 20� ao, HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 > /i � � _S ����� ��� . \6 6 STEPH N L. & y�CK�E I�. SNEAD DB 1744 PG 2042 / // �1 � / /// �O� 0 ��� `�o Y5-I10 � � E�P � p � DB 2769 PG 2�2 DB 2929 PG 3872 ��, � -Y6C- �55.02 � � � B M # 5 � Ex. RrW � � � -BY5- STA 5+00.00 TO BM �5 � � � � � � � � p ,, � N 60°09'40" �y 54' � a's� \ � - C +56. 6 -.�_ �EiP �I �- ELEV.= 901.08 '� � 50.68 T �j �� p �\ � J� p, � � I � � —i6Q — PC Sf �2 f . � \ y� / �Q`L \ � � I � � � \ , � � ` � -� � ��0 �S � � � � I �SBKD � ,i, � ��� �� o � � 29�c� �� I'I co � � `L�� �-o °� � � �N �SBK p ��C, I __ I I_ N N !� \��✓ F, �� � �! 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BARTLETT / \ \ � •0 9�` � � DB 2032 PG 688 � � \ � � ' / / '. . \ \ \ \ � � . � / r . � �. PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 51 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRAN � � � a r � a � � o Q o � U � Z � W ;; J m '-' a � w z � W H � � � O N \ CD .--� \ t � a o w � � � Q � o c a� � 0 0 U � � Q H O � U a Z � � } W � � � H �L � 3 / � � � W O W J J (n H d � L.� � t � a r � �. � � O a o � U � z w � � m -� a � w z � W H � � � 0 N \ �o } _" a � O w � � � a C � a� � O 0 U � � Q � 0 0 U a Z � � } w= >� H �L � 3 i � � w o w � J (n H d � L.� N Q N W � DETAIL 53-1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� t Fill Ground ?.� D ��p.'�e Slope Min. D= 1.5Ft. FROM -L- STA. 15 + 50 TO STA. 18 + 50 LT � S���/, �1,6�, � 99j �!/J \ M GRANIV�$ J.�'�0���\ DB 20�0 PG_3725 �bM ' ,� o � v 'r� �� X � -Y8 - Pl Sto 13+35.08 Pl Sto 20+18.34 p= l6° 42' 59.5' fLT 1 �= 5i 59' 19.2" fLT J D= 3' 34' 5/.6' D= 6' ll' 14.8" L = 466.8/' L = 840.23' T = 235.08' T = 45/.53' R = 1,600.00' R = 926.00' RUNOFF = N/A RUNOFF = 96' e = EXIST e = 4% DS = 50 �PH DS = 50 �PH � -��i S o, ^� \' S �3 X � a- S O 9 . S KARI SCALES `M p9��8 S o,Z£ X DB 2�88 PG �882 4� RRY A�DERMAN. R. EBORAH C. ALDER�yIA ,9S�8 � � � DB �703 PG 3760 JAN CE IyI. CHANDLER \�� oi S d�3 x _ DB 2547 PG 1307 �, dr� W °� SOTERO G. & � � �S coNcEPc�oN � � X 1.5SFp � � �3��N RABADAN � o c`� k�N� „ c`� DB 2186 PG 712 W �� N W ��-YB- Por sto. +o . o =� � � Z � a 0 l k c�, I °a°�, o`°� k ,.n� = ,n-, a m I � � / � "`''� `t;.3 -" `t:.3 � b � =,1 z s� � � � I N <� �., � 2 °� r8- Pc sto. �� _ o.o � � k i �` � � � W a �� I dr,� iZ 6 � / � % : � % �III � _ ��,e�ez°' � 0 Fi,o i � � ' � �ysi ; - � �W � ��z� I � II M HAL L B. & i „2,� /, c`� b � �, � � � I � g � HEARN ��� :i � £z � / o m k I I�� � . 1313 �887 / �� � S o� m N �v� m rn �I � �0 \ � �J�j � � o� � so.00• ,r�, ' `�;.5 � �T� g�� � � � � `° N � � ��.5 c� �� �� � • � � �; Z k II � � 4�3 { cy j� �� � C� � /i . O ' � � 2/� � � / /�� J I I �� � S � '._ � „ T , '' � I_ i / d 3 \� I �� �� d��"2/ � � Fip � 09" R� • �� � O S� � � - W � > 3 \�� .5���� i F�/'� i I � � �/ � � T � � � � 3/' ��� � , C�� j �^/0� \ / I � � - � � � = l� � d`�b', � � �\� dJ / �'86 � � - � '�� � � �°Zl/ � �-I � l �� d�� � � �� , , �� 4� �3 /�`' III � � o�s� _Ys +5i.26 P �i / � r � lo T�u��� �� / \ �� j � 50 8' LT v / � � � i � \� d� / � � � � i `�,.s -Y8- 08.13 , �r\� c k / � .� \ � �J : �d� / I� � c� � EX. R�W 3\ o�igs 3 � i s��M �\ �� ��Zi � i ' � � , , �Z � �� �� � . ; i� BY8-141� � � � � i � � � � � u �� � 4 ' 4�3 � ; \ R�'" f , , � \ � r �', , . / r � � ' c"3., � , \ \ � � \ / "�,,s � \/ . k p �� � d/� T j�'� � � � � . o �BS� � � d/� � � d � Zj � \ \T � � � jl , FA s. AN� N � � PB G 84 0 0 � c� l M/� �� �� 1 i�Z L Di ``� � /`' M / �/ fy /d/�\�` 8„ P� a . . l c�j i �' /� -c- � O�S/ / / / ��v� z Q1 / T i �S I � 6�y I O / N d�3 // � S � � � / � �� i ,� P -Y8- A 14+�8.1 , v ; ,1��,5 , � � ; es� � o � � S��► � ICTOR � � � ,o oo� y M. SEPULV A�z P�`� `� ' if� jll ro/ i y`���� ► DB 3i90 PG i2i8 � �� � o 926� S ` 2 \ �/� ll �/ ,n-, �\ / : x `i,.5 aH8S1 a�� '� � . LFONSO & ELIZABETHH c`� • � �/ h�/ ' M �, � CASTRO � � // � �� °' . � s z DB 2293 PG 2432 / / g b' s _ m � so.00, o �, ROBERT T. DAyI$ y a ti / \ � �'� � I I I I I I I � I I I I I I I � � � � � � i � � � � � � I � I � � I I I O � � o I N �B TRACT 2 �025 � � � HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 I I I I I I I � � � � � � � � � � � � � I � I � � � 1 � � O � � I � HODE�O FARMS.�NC � � DB 1488 PG i025 � CC Sto. l5 +66.8/ ' T RAC T 4 I � � � � -Y8- +20.16 � � � 54.62' LT � 1 � �C � � -YBDRI- PT Sto.10+00.00 = � � � � � I -r8- POC Sto.19+85.�3 � � � � I i ��� � �� � �- � ti SPECIAL LATERAL 'V' DITCH I , i R � � � SEE DETAIL 53-1 � S 6r 53 28.� y� � r'- ��� E ,� � a � � Z � -Y8- + 88.24 i � -Y8- + 00.00 � 34.00' LT C ��� I � R� � � � 34.00' LT � �� � � �YaDg�a � _ � � I p Sta• �� � � � O E - -- --�- /' � r� �i�/ C � O � - >rt � � � �� -Y � � 15 RGP � � � � ��� N o� �- � � �a � N � 36.31 � -Y8- + 66. 49.34' LT, 34.00' LT � � _ ` E 3, _ \ ` � \ __- � � � � F 1 � � -�_ _ �_ X Exi �--- p� l I _� � b z 15� l������ �^- � �� _- /w 7� � F � C \ • d�3 � d� � �,- � � - � � � _ _�--���'��� 'Y I � I � i� , z�l � � ��� � =��� 1 ' 16' � - � • „ - - , 24� � � i � d�3 �l di3 �2 R��� i -o �- - - - - _ � - � � I i TRACT I (TYP � i M��+,Br� - _ - WAL El�i � k_ .., � r' ��N�� a8b COLLAR F�� E� 2a � �_ � CLA'�JD�E�CTEND I�I 1�liM ; R�p f _` X>' >',� �� >j��S �t,.j 1 1 bbZ � - � � � j�ETAIN � ,-n,, EXISTIIy� R�� O E�P ``5 � � c�. - � � $YSTE � / N � F a�s� � � / ii �� ' a�s� � � � l ,, DB 2�59 PG �7�8 2 ', �' f��-, o l M "�� 86 66 ' -�a� / / / • `Z..S o `-�:.3 so S � ,/ � P 6 rJ d„ '� g / / C H� T R E S C U E T E M P L E �� T�MOTHY BARDIN i DB 284�PG u57 2� DB 262�PG 2970 � cz, °�k - wQLKERT P s �wN CI T � � dl3 ,9b zp=LI1��Ts S M „�s,zSo�o S � �/ P � � ,, � � ' S ' v' i �X O/ ! -YBDRI- Pl Sto 10+68.97 0= 29° l3' 0/.2" fRTI D = 38° ll' 49.9' L = 76.49' r = 39.�a R = 150.00' RUNOFF = NA e = NC DS=NA O � h b8'L ZI �'�'���o Op S- PAUL R. E LI�S � DB 2632 PG 44�8 � ��s .�'�� � �� �� � I /� a86 L! M „£ , S.zso,o ,bl"£01 S w� � CARMIE J. PAUL DB i864 PG 654 � c� W 0 N � ,N uj � � � � � �'�..7 s���`"� �( M/ � i � � � � i i ► ■r -- - � iiii�._ � iiiiiAiiiii��• . :1 ■��!!!!::iiiiii ; �"�_-- . �,� �_� � .. . F + -Y DRl- 6.00 E 2p.00' RT _ � . l- T ll+ 9.68 U / � � � �v ��' . / DRl- +56.00 � / . � X. r�w ,r�, � Y8DR1- + 76.00 �;,3 � � � S : � 0.00' LT � ❑ / � DB 24 LC 30�� 09 � 09 � i � 09 JANET L. sNayy � JANET L. NOj�: � � NO REFERENCE � DB 898 PG�474 � � �` � � � � , G '� � � � � � � S / � � S� ��,.=:ii�ii . _ i •. Nqp 8�95 PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 53 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRAN �Ypt�e DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED SEE SHEET 118 FOR -Y8- PROFILE � t � o. L � �. H � O Q � N U � Z w� � m� a � w z � w i--i � � � 0 N \ CD � � � � o w � � � a c � a� � 0 0 U � � Q � O 0 U a Z � �} w � > °' H �L � 3 / � � � w o w � J (n H d � L.� N Q � W � -YBA- Pl Sto 18+24.12 p= l37° 46' 42.1" �RT l D = 22' 55' 05.9' L = 60%l7' T = 647.53' R = 250.00' RUNOFF = 80' e = 4'/. n� - 3n �1PH � „/ J JC C� J7 S E� ��, � 94.71' < � 32°2539" y� � 18.76' °D C) _ r x � Z 274 S o; ��' /LT = °° `� X � ,r� ,�' iv X `c� PAMELA Y. BENTON � DB 2320 PG 45�6 �� D�K X x Z � �� �� icrn ..., ui S 32"25'39" y� 149.90' JOSEPH . & `�I,_� � NANCY �A�HOY � - DB 726 PG 322 � � � _ _ � DB �539 PG �305 z �INST�N 1/. & s � CHA LENEi G. CATRAL � � � � o r�, DB 1927� PG 3835� --� w � r � ,C;7 o O � � I 3 `� �3 I `w N ' I � O M a�Sl � �- - i ISFD I � I � I �3 Q� I o � � � 36" J� v � � I � I= � CoNC f� I � � `� 273 �; � I I I Iy�/LT I^+rnl II EXISTING R/� � � �P�. -- I�" R�� dl� � _I " RCP _ - ---��--J� -- - � �� � � ,► o� — —T--- — — — — — — 1� e� — — � — � — 7- - � -'15' RCP � -�� � 2" RCP � � ��� EXISTING /� � . � Ii �► KEN�ESTSy10 I , i � j � i � DB 2093 �� � i i . ► i JyOJ � 2i1 � � � ISFD � I �� � " ' 1 I �r � _ � 1 / /`� MT L C / � J' CANOP` oy�% J'� �, � s S ���, � NORTH�IOODS BAPTIST CHURCH `' DB 85� PG �97 N \ � � \ �r � S \ . _ .'nn° � �i� � � / y� i � / �J'� / / C'y�O� / / � � � \\ / � / ��, �3 � ��� �� ,i � �\ / � // � �� s i / � / � ti�'-p�� / �I�j, � DB ��33 PG 200 �'ti , � � � � � � � � \�\`�� oe \ � % C� c��� `\ ,o� �� v ti``� EMPERATRIZ CAIyIPOS NOYOLA � � � � � � DB 2946 PG 3626 �\ \ �S.� \ \ \ ��cA �r . �� ��� o� c�' �-� \ � \ '. / ���� �-� `�� �yc-9r \\ \\ � �,�,g- `W � � � � � C� � � � �� � \\ \ � O �P ��,�i� I 1 � � � � � ���9 ,/i,� / I � � 6�� �\ \\ �T � � � i �O� i " , � ��� �\ ,� ,�, � � \ � ��, i�,� ?� � � �`� �` � � -'� .%� _---':- � � \ '�' � �� ��\ � '--------��__--' F` � _ _ _ _ - - - G \ \ - ,r� � ���� � � \ ��i�, � � `cs � o�, � \\ \\ �P ',� \ � °n \ � � \�'�O °�\ S 32"25'03' W 74.94' JANE T H. & CAITLIN � E. POSS�NGER � � DB 3206 PG �003 z� �. � �.. w�C . NI w cia . m S 32°25'03' �y 124.89' SHIRLEY �. NOAH DB 9n G 6 � M y . . ��1 � ��.� � � � � �; ) � � w c 4�—X— �' - � � N LTON y0N K001 n � ��`. � r DB 280� PG 87 �.\ �.� 48" WD — `�r-� � � ` \ ' ., , EIPS 32°58'49" 50.12' 1'I �� I f I I= I. D . � r � � � 26a . \\ �� � 263 �y/LT T I — OI� IPO— �= 1 2" R C P �—�-I — n�� __� �� 1 2" R C� X EIP � l _ — -- -- � �� — --- �� � �� MATCHLINE SEE SHEET 55 S 32°28'46" �y 120.29' c� > CATHY L. HENLEY-AIyIO$ �o � DB �833 PG 3802 � � 262 yyi�r �`� r � -� ��— — —�ZR�Pf- + — � AHMAQ A. DEEB & $IHAIyI RAHHAL DB 2790 PG u00 _ ---M----- 5 �3�36agp V� \ i $3,a ER�C �AiNES MAINE DB 2659 PG 727 HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 C�C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 - r� � � � � ���I ����� NR Nn� n�tir.c PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 54 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRAN �Ypt�je O — � � � � � ZNN ` �� �� � � � C� �Q �v � � � �` � i / � , �� �� � � � t � �. r � a � � O Q o � U � Z W � � 00 ~ a � w Z� W H � � � 0 N \ �o .-� � t '-" a � o w � � � a c � a� � O O U � � Q � 0 0 U a Z � � } w � > °' H �L � 3 � 0 � � w o w � J (n H d � L.� N O N W � � � , v, l� --�_ S 8A� H�/ FE s NF � ` �� � V` � � � G � � � � S � S� ;n�n o M� o ��. a . � �WMh ��o o �� 0 ._ �of � � S lq � NE � ; ,a, �r 9 �[ o � J` 0 ER�C & C MA�NEm N� �� �o, , GA�NES �� .6 � . B 2659 PG 7 7 a�1' d I� `: � �9�•� � � a 3�3��S�R��; N �-!�, S 8� 34'Og� W� 3 4�' 257 '� W�\ �' � ROBERT E. & ~ i� \\\���EIP ^'� LISA B. PRUITT �'6 B � ` � � , �� � � �/ � DB t393 PG �657 �- � � ;� ����Q'/ � M. LOGAN (BRA�LEY) isFp --`f� �, � ; � DB 2256 PG �985 „� / �, � � O � � o � � �SFp � , � �� � �/ ��a�O��� � S 8� 08 B2 � � � � � � m / � 239.99.. � S 63°33'23" 1� O�6 a / PC Sto.2/+66.09 i HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 / � RUTH P ALHOUN � DB �6� PG i933 � � cv -Y8A- + 00. 3 ' ¢>, EX. RrW � � w r ,H ` -�b 6 ;�,�',�' -Y8A- +01.96 J � °� ISFp l T Z� y� Si o Pw 51.09' RT � � �/ / 98 � � „• ��/ � J � � S E I P 2 M"�b, �� 2Ss � ,�,-c` l / s8 s l oNc ��� * �� . .. � -� � GERARDO HER A�EZ A ARRETTE & ��P �. � � S JESS CA M. BEESON a z NN Nv /�, 2 � PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 55 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �Ypt�je FLATIRAN -YBA- Pl Sto 22+39.49 Pl Sto 25 +44.87 �= 8° 23� 44.�" fRTI �= 23� 34� i6.�' �LT1 D= 5° 43' 46.5" D= 22' 55' 05.9" L = 146.53' L = 102.85' T = 73.40' T = 52J6' R = �,000.oa R = 250.00� RUNOFF = N/A RUNOFF = N/A e = EXIST e = EXIST DS = N/A DS = N/A �, �� o ELIZABETH yARGARS GALLEGOS / " SS � � DB 2866 PG �035 � 83 io, M¢�h •�� O DB 2953 PG 3�3 Q p J . iiq, �3'" E o m°'� `O a� S bfp� � / .a -Y8A- + 30.38 4� _ \ 23+12.6 EX. � �' GERARDO HERNANDEZ ��py �/ \ �� ���s a � PT Sto. .o � DB 2953 PG 313 �� `_' � a PUE PUE PUE PUE PUE p� c o � S � /!\ c a�/ � r jy � \ L S f�5°33"35�� W 2�7.4�� EIP S 65�° 3 3' 3 5" V� N 8 3%p, .� c���i-� S F � � � �'�' 1 5. 9 0' R/� l ' It2;p-�'' ^� i 5' ALL EY 104.90' / � �9° ��y 8, 11/M co � � � � Q TO EIP S 65°27'36" \ EIP 9' EI S 65°31'16" �y 65°31'16" J � i � qs l S�9m F � �66Z o � � P S 8 o I / --� � �� - - , =� - - - - - - - 0 z S / I = 9'92d �{� ,� / � 2S9 � -Y8A- + 64.85 � � X_�P � / �� / � / � S � EIP � y3� 2//,8g, -� � � �'` ' �T��' � EX. 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L A� S O N �� n � � � i � � � � � w S � ^' o' � � `'� � � �' PB I7 PG II7 �� `'' �a � � � iSFp � so 0o tio `� �� O � � ,�� LINDA F2 $HA� a a '� co� ,� / � � `s�_ � � `�. U, � � RI�LPH H. FOOTE DB 2627 . 4197 �? a � � �B��S 9�, /k � / � �9 o F` \�� `� � � � �SF �Wi� T DB 1457 PG 749 °��� . � ,? •3g, � / � � ,!',� � r*' � N � o / � 9 \ �� 8�, �„ � RICHARD L.1$� LESLIE BERRY � �� � I � `� 23 Sss,. '° �'0� �a" / To CAROLYN SHOEMAKER � DB i730 PG 223 � y �� `� BYIB-60 �� �, 0 95�, � � � � /�n,� },,, p F� DB 1401 PG 104 hm � � � ' o � . F � / � ,`' �' � 9 '�� o` � EI� � �, p�� � � ��' . � i W y � 93/, �� °��1 's \� � � � � � �� Sek� + � DB �705 PG 443 i � S 68°29'57" S 66'29'14" y� �, y�'/ � � B � ss O 1 76.91' /Q N 65°31'31" E �p �o\ ijl�.� I 8p FRANCES G. TUCKER ��\ 107e34' �� / isti i7� � C� �—� _ /y i / i � 0 a n� +� ���, �, � ��'� II u= �Y�� �A � 2�� p/ � �� �' ��/ � � �2" �q ;h � �, �1' � �. -_ Cp O�c° ----� � / �`il �� \ `M�l �� `� �' � � /ti�'� \ � \ � � tvQ i .-,----,�\ ,`\ //a,��° �� � , ��� / � � � � � � � � / �p\ �� \ �ARLO$ SR. & �� � � �`.`��.C�;e �/ % � \�`' ��' e'T \� IyIICHELLE �. LE�IS � �\ �S,�o � � / � � � ^��� • c�TT��'q� DB �855 PG 3�43 �/� /�� � �� �' q _ // a� � � c Y� � � i �\\� i � � � ��.Q � ,. !�,. �0% / � /8�/ 36.,\� \�� 1 ���4 � o`� �/ ��� /��ti � Fi,o \ �k�STi tic SAMUEL L. TORBIT DB �875 PG �768 � SEE SHEET 120 FOR -Y9- PROFILE N Q N W � DETAIL 56-1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural �•1 �eC — Fill Ground 4•� �\O'� Slope D Min. D= 1.OFt. FROM -Y9- STA. 27+50 TO STA. 28+23 LT � —'— �-. � � � � 2 J, `�s �� `�s .��s _� 10 ��P LUTHERAN HOI�E � S PROP INC DB 27�8 PG 2834 I I I _ --- I � �— �� I � �� � � J r � � N I ` I I 6" CO C CURB �C I I �� I I Z I 6,I � I E D-' VE RLAI�' �3N LY z N,► � B GI GRADE� �I n I -Y - A 26+ 1. 00 W� ��► HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 Srr,� T STV Engineers, Inc. �� ��� 900 West Trade St., Suite 715 E'C!'/l/�i Charlotte, NC 28202 NC License Number F-0991 ❑0 0 � � I X X �X N m r m c� X x -Y9- PT Sto.34+29.84 1 � � I -Y9- +46.28 � �NC CU� n�l 47.00' LT —+ HODE�O FARMS. �NC �SBKB�S -� I ��� ��� END CONSTRUCTIO DB �358 PG 1147 � � SPECIAL LATERAL V DITCH I �� �? -Y9- STA 28+22.90 NI 1 I�SEE DETAIL 56-1 -� m .84 � -Y9- + 82.2 6 I N � � I � 60.00' T� � 147.00' LT -Y9- +46.77 X X � E \ E , X EX. �EIP X X �z° cH� X EIP X BYI-41 — �_ R cn 22� __ —� _--- ---_�--- X—X�X� � � � ~ � �� — � — — � — 218 � H — �6 �x�riN�X�X X — EIP � EMOVE _ _ = — — — � F IP �y /LT -� � 10' STEEL ZTb � �— 18" RCP c — - � --�_ � o — c — �� _=—X�X TEST N_ o � �� �; P ��x sraT�oN BYI-40 o m —_ _ — � —�%< , o 0 � �-2� � N f — — — — — — — — — — — — — — — I� -- — _G / L _ — � r n�i -{�EiS �� �- � — � —r- � 2�3 �_, �� \ � r _�_ —�� — F — — H�'V —� �_� -- � / � � '�+J —` � � ►� � -Y9- = � - � 2�g ' � � -i- � — ��— � � i /� � � � � �� l�� I=\�� �� i % � � / � / � � � / � / �� � � / � � �/ �F�E R�p �v so.�lo, � �B 32�j PCU QR� & a 3d80 � ^ ,h � � o, �' h • � M 2 � � e A� �R W �^ 2 �. � — _ 4�� £� � —= ��_ o � � � � 217 � � `� �?v 215 �6� D P SR 2456 0�0 /l \ \ � El l �l l �� ' PG � � � Z'`�— !�' O= ---_�-- -�-2�' ____—� -------TFo-------------- � � � .�K��NRo _ � i , � Ma � F — --______—TFo— � H��,7,F°_--_____— � ' I /�-4 r ` ��?�r � l ` � QB£<<£ �i 6 , a9 N. — NORFOLK SOUTHERN RAILROAD � I I- -- � T FO _ � / �' T E S T � �� �X�s r� � RR � l � I ' P� SaNE r � � — — — — � � �T F0� — � � H � �--�_—_ � r � L — �� STATION � � \��H\OF �,fiY �l \ I rn� � � � � � � � �' E01-----___ \ �- _ _��—� � _ �/�� � I N � � NCGS "W005 OAK" � � � T Fo� a / �� �p o\ I � � � � o � � t � �. r � �. � � oQ o � U � W � J ---� m '-' a �w Z� W H � � � O N � � � } _" � a o w � � � a c � � � O 0 U i � � Q � H � � U a Z � � } W � > � H �L � 3 / � � W o w � J (n H d � L.� � � " �NG RR RIGHT OF AY � �� BY3- 70 /�� � 9 �� � L —.,_ 207_ _ �y/LT� � � / _ I— — � — � ��� I ------T----�� 0 � � � � � —��— �� 6„ p� — — — _ — — II� — — — — — — — — T � , � RR HT � c.> � EXiST�N� � � — � — - I RIC � — � — _ 15' R C P — —2� � �1I °J HA��OCK FAR� RD l8' BST _� � �_ � � � � � _�_ r � � � �- � � � 209� EIP �� �_ TOP=998.80' � � — — _ •— I I I � N —� Z,o � � � � — — —____ o� N — � — _ _ - � /L1 0 '� --�� EXISTING R/y� � � �� � ► � I BST � � j v� I � ����— I i I , � � �� � � --_ � � � , I I I � I - SRR- PC Sto. 6+50.00 L— I I —��JI N O i � � � I� � I I � � I I � � / \ I���� I J�—�� ��� I I �� � I �� 2os7` \ � \ \ _^ \ >. y � "� \�_ OAK GROyE MORAyIAN CHURCH TRUSTEES DB 146 PG 211 1 ' _ -- �I �-- � _ _�_ I —_ O � Z � N � n = � � �� o c � z � -� -< � r� � � � o 0 � N 0 m N 1 � � W � I � -Y9- Pl Sto 29+34.40 �= 30'° l2' 45.2" lRT I D = 2' 58' 35.1' L = l,0/5.07' T = 5/9.63' R = �,925.oa RUNOFF = 60' e = 2'/. DS = 25 �1PH xx xx DESIGN EXCEPTION �� � � � �W � � � / \ �� � / � V � � � \ � ` � \ � \ / � �i�+� � ��� \� � — — — \ \'�' / \ T F0' J \ Ex'S r�Hc R, � �/ � � W � � � � � �W ```Ex� / \ \ � � ` 'i�P R-120^ \ � � m . � s r� � / � � O � ��`\ RR RI�HT � � T \ � � � _ ��� °�WAY FO�� �� � �l � /0 S TE�` � \ � � � � l , T��"RiW �� ��\ �� \\��� JB�\��� l E/P `�� �� \�� �� / ��� �'� 1� \ \ � �� � � \ �II/Fp� cll�„9/ � � \ � � // � � ��,, ��;�, �, , , ��ti , � � � � � � � � � \ \ \ � � \ � � \ � � � � a °� 1� � � �� � � \ �� � � � � � � � � � � � � � \ � \ \ \ � �W00� Hw � � � � � � �; �, �, ��� � �� °� 1 � � � o � � \ ry \ a� � \ � �x�,�'�e. � � � � � �� 1 � ��\ �\�� \ � �,3�1 S �Zl � � � o� 1 � � � � � � � DRIVEWAY RADII 10' UNLESS OTHERWISE NOTED SEE SHEET 120 FOR —Y9— PROFILE fi� N 83 %��35� �29,gs, PROJECT REFERENCE NO. U-2579D, E & F R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 56 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � FLATIRAN �Ypt�e W ElP S 83 %0�32A �B.S�, f ElP / / / ' , c � � ti � � J L.L � i � 0 � i � t � �. L � a � 0 0 U Z w � m a � Z w � t a 0 � � c a� � O O U i � � Q i H O 0 U Z � W � H � � � � � N � � � w � H � � 0 N � Q N \ O .-� w � Q 0 � .� � � L U �I W 0 � � � � N � � c O � � 0 � / a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 57 � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - �I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 _. . — _. . _. _ . . . _. . �� _T . _ _ _. _ _ _ i I. _ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _ . i - . i _ . _ . - -- - -- - -- -- _� ! __ _ __ ___ . --- -- --- -- . . . _�� ��I� �I�-�--��I BEGI CO S RUCT l N I , � � � � 48 53.73 -L - T A. � .- . _ ! - ��� - - � -- f - � ' E= 922.9 % i � � � � - �, - -- - ; K = 25/ / , _ ' � , _ _ '. � � _ 1,020' � , � ------ -------- -----_. �,---- -_.. ---- --__.-- - --- . , : EXIS lNG GROU D ',I = 70 H ; . , _-e-_-�-- -.. - --- i� . . � _ _ ' - - � _ _ _ _ - - - � )2.4200� - � _ _ . � _ _- ------- - � ____�-__ __��---- --- - �__� ,-- - _ _ �-�--- ------ -- _ _ - _ - � - -- -_ - - _ - � � � � 1 � . �,. "� � `, _ _ ` � ♦ 1 � � � U � � � � �_— —._. � _ _�.� ♦ � � i► _ -. . � � ' _' _' '_' ` ` ' ' ' ; � � . _—_ _ __ . _ � __ � —��► �� _� . � _ i - � �-- — -------- --- -- — I � I I - . _- ' _ -- -- - - - � � �I��� _ � � li � , , I i � ---- ------- ���� �- .� � _, ♦ �•- .' -- _, .- . . __ PROPOSE GRADE � _ � - -- � ♦ -- -- ----- --- -- ----- --- -- ------ ; � ' '' � , �� � ---- = -- -- - - -- -- - -----= — SEE S EET 4 FOR -L- PLAN 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 N Z Q N W I I I I I I I I I I' I I � I � — � - � i II I � - 1 I I II li I I I I I �I I I I I I I I � � � � " � � � � � i � � � : : ; : � � � � i I I I I I I I i I I I i � i i , i , � � � . -- _ _ . —_ _ _ _ _ _ . ' BEGI CO S RUCT l N � � � - — __- ,- _ -L - T A. 48 53.73 : . � - - , - - - _�_�_ _ '_� _ Pl = 57 00.00 � - _ / � � _ _ _. _ - I I I e e �� = -- � — " , : -� I � : K=25 _ / _ _ _ -- - .__ _ _ __ _ . _ - _ ----- _ __ / __ _ _- ---- _------ _ _ _ --- �c = �, a . . _ . __ . , � _. DS=7 �PH � � ' � I . ------- -o=o._. � . _ : _ : _ __ 'I _ _ _ EXIS lNG GROU D __ � _ _ _; I ' I I - -- --- - � - _ _ _ ! - , _ ' _ , , +12.4200� _ _ _ _ _ . _ _____ i - -- � � � �� � ��_� � . , , � --�� - - I ��► � � �� ___ — ��-�' ----�--- -------- --- - -------•-- - ��� �� � � ��� _I '"' �� �, , , , , �♦ ► - . . _. - - - . . _ - . _ . -. -- ' - , ��� .r -- �- - - �� ��� I I I_ I I . I '� � � � ���/� � _. I _ — � . . _ ____ .- .. __ _- _ ___-. � � - �. ♦ I � ! _ _ _ __ __ __ ► ♦ � _ _ ,, .. _ � I I ; .— — - � � _ . 1 -- _ — --- — _ -�—�._� — . — LI �� �, _' ' ����' � I ' ._— ' i i i i i i -- _ _ _ __ _ L —. —. . _ — _ _ . _. — — — � I I I I� I � ___ � � � — � — . ----- . _ . �.�� ♦ �•- " - _ PROPOSE GRADE -: : _ - _ _ _ . . _ _ �--' —�- _ _. ! � _. _ ' � � _ I _ _ I _ . — --- � — ; ��� SEE SI-�EET 4 FOR -L- PLAN ° Ij 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 � � � � � � J L.L � i � 0 � i � � � a r � a � 0 0 U z W J m a � Z W � t a 0 � � � c a� � � O 0 U i � � Q H O � U Z � W � H � � � � a� m o� LC) W � H � � � N \ V N \ O .-� w � Q 0 � .� � 0 L U �I w � I � ti L� N � i C O � � 0 � / a � 0 U � c 0 � U � � � � C O U i C O L � 0 L.� � � W o w � J (n H d � L.� r � PROJECT REFERENCE NO. SHEET NO. / `_ HDR Engineering, Inc. of the Carolinas / � _` ���` � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 U-2579D E& F 58 / � - - - N.C.B.E.L.S. License Number: F-0116 ROADWAY DESIGN HYDRAULICS . . L . . . . . . . r + , . ., ` ' . , . ., . . .. . � � .. ` —Y/ — ipi�Q ENGINEER ENGINEER `� � � STv 1QQ 9oa `weEngaa eers, In c. 715 F L AT I R O N - : ; , � ; , PROPO ED B IDGE _ �� �har�otte, N� 282a2 NC License Number F-0991 Pl = 5 +00.00 � � � ` _ �" _ _ _ � ------- ------ . ------ ------ -------- r �. � EL = 2.92' � _ _ _ _ __ — _ _ - � � _ � -- -- - -- -- - -- - - K = 2 / _ � _ � _T � - - j �C = l 20' I I �—_ � � _ �_ _. .��"� — DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - � �-o��M� � ��`_ �fi � _ _ ° !, i � ` —_ _�, ! __ _ __ --- -- . ' � LEARA CE � _���3 9/ I � ` j � Pl = 70+ .00 -- ' ---- ------- ----- ��?�-�� ------- -------- -------- -- I ', � PROP ED GRA E EL = 90/ 9' � � III � N �a` ` K= l89 ��� I � ` $pecial Cu pitch @2.81°� .,,, � � , VC = 60 $pecial C t o . ♦ s � Spe��p/ __ � �. p� � . � _. I � -------- -------- — ��---�-� p�t hecip� C t a. �� tits, jl `__ ` ---- — _. � J I � @�3 / I i �� I �. . I � � -- - , `� O � J -I--L ' 1 — --- --- O N JI,��� ° e J O I� O � O H J ` O I� � • � c,.) � O � � O 'O • OON � -------- � + ,5�4� J Opp +M �O�` +N N N� � `00 _ _ � M � ; N� �� � . � � �` + � + OD O��D �` � J N W F'_ J � J M b� �O �` � OMQw Nw N W Nw Q � I I � � ` ! � Q w i i i ` i i i .. + � � J . � N W �� �. . , � , , , , , . , . .. , , .. � `O �` tn w N I i � _ ---� --- . N W ,-i _. . ._ - . . . _ ` � . . . . . . I ' � �' . . _ .. .. � . .. . . . . . . .. .. �. . . � .. .. � .. . .. .. ..-. ` � .. .. .. � .. .. �. .. . . .. .. . .. .. . . .. � .. .. � . _ . . l �� I � ' � _ _ ~ � � � i I .--. � ` � � --- --- ' ---- -- ----- . - -- _ --. - _ _- ---- ` ' � � � � . � � `` .._- -_ � _ _ _ ` --- EXISTING� GROUND : — � -------- -------- — -- ---�--- ---ti � -- _ . - _ _ ♦ � � � � _ - — ------ --- -- ----- --- -- ----- --- -- — ----- � _ ��✓/ , SEE S EET 5 FOR —L— PLAN 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 N ` � � Q � `�.�� 1 N � — � . � � I _ I � � � � � � � 1 r 1 I �' � I I I � ' �� � � I �� � �� � � � ♦� _ , _i�_ ' - - - — — � � ._ - : ; UNIV E SlT Y K�IY I� I � - �� ;PROPO ED B IDGE _ � , � � � � � � � � - _ ---- �_ _� �-_ � _ � � Pl = 5 +00.00 �` _ �—`-- _- � ------- ------ r � � EL = 2.92' � , ��� � �, � � __ __ __ _,_ _� � ��� �; � � � � K = 2 2 � ♦ ,,, , , , , �C = l 20' _ �-- , � _ _ _ � -- �_ — _ __ ` � , „� � _ ��_ � �� „ � —o �o � ,, ; �� �, , , , , � ' , , � � � ' Pl = 70 60.00 r-�i.s3 5i � LEARA CE � � - -- - - _ _ f�2.�4200 `� � _ _ _ _ . _ __ _ ___ ------- -------- ----�---- — � — ------ -------- -- —�� -�— �—___ � — -- — — — ��` PROPOSE GRADE K - 2� � , - � ` i_' . _ I � C = 6 0' _ -1� �� - -: � � � - - " ►ai c + ' � . � DS = 7 PH $pec p . � � �,,, � � pitc pit�heciq�CUt — --- -------- ^ v� � � �.`�% `. �� � . - . . _ . . . . . . .. . . . . . . . . . . . . _ . . . . . . . . . . . .. . .. . . . . . . . . _ .. . _-. _ ... . !� .. I _ �So i _ — ` . . . . . . . � ♦ - — _ —. — — �� — 1 � O p � II H ` � � � � � . � �/��5�'�` ._ . �� - o. -------- -------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r- Q� + N -. � ... _ _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — O M �D • N r � - . _. - ` -. _ . _ . . _ . . � _ . . _ -. - . w � , , _ -. . � . - . . _ . . -. . . _- -,.. . . . _ � . . . . _ . . . . . . . . � . . . _ . . . . _ . . . . . . . . _ . + � ~ W Q W _. M .. - . . . . . . . . . . . . . ` �. . . . . . . . . . . . . . . . . . . . . . . . � � . . . _ . . . . �, _ . . . _ � � . . . . . . . _ � . . . . _ � � . . . . . _ . . . . _ , � Q W i N W , !I Q . _ I . . . .. I , . . . . . - . . . . .�_ ` . . . . . _ . . . . . . . _. I � .. . . .. . . . . _ . _ -. . . _- _ . . - - _ . _ . _ -. . - _ . ` _ . . . . . . . _ . . . . . . . . . . . . . . . _ ... N W , . . , .. .. .. I _ . N , _ . . . . . . . . _ . . . . . . . . . . � -� . . . _ _ . . . . . . _ . . . _ - � :. �. -- . -� „ . � �• --�. �--- — . � — __ _ � --- - �` � _ _ _ _- - _ _ _ - : : . : - - : : : _ _ : ___ -- . - : - . . - � - : _ - .. � � � ��. I I I . I I I � �'� O`;cr b5°�o / _ ____ ._ ._ ' _ _ __ __ __ _ __ __.— ------ _ __ � - ---- --t"�� 2�8 0 @ I � � s � r � � � � _ _ . --� �---- -- � � ��` p ---_-__ y-__ _ � - -- � 2' Base Ditch � o _ _ o �r' .- - - - -- _ - - . -- —. - ---- ` 0.98% � ► � � � � `n N . -_ _ � -F � _ � � � � � ` r � -- p Gp -- _ _ __ _ — _ _ ___ —. --. _ _. . EXISTING GROUND � � � � � - - - - . � N � N W � + r'" � - -��� r- - � - --- - - - - o � ' � � i I i _ , I _. ^ . �` ' . � . . _ � N W - `_ _ _ _ — _ � � - . -- — � ] � SEE SI-�EET 5 FOR' —L— PLAN N i� 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 c � � � � � J L.L � i � 0 � i � � � a r � a i � O 0 U Z W � m a � z LJJ � � a 0 � � c a� � O O U � � Q i H O � U Z � W > H � � � � .--� � � � � w � H � � O N \ � N \ 0 � w � a 0 � .� � 0 L U �I W i 0 i O� ti � N i � � O � � 0 � � a � 0 U C O � U � � t � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 59 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � I �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 - ' , , , � � NC License Number F-0991 __ Pl 70+10.00 PRO SED GR DE i -- _ �'aT.� � -- -------- -------- -------- - ------- ---�----- ------- - - — - -- - - -- � l ll 3 . _ _ �� _ , K l89 _ _ � � --- -- - - VC = 600' -T I, - ' __ - -� DS = 7/ PH ---- � � _. _. � � I , -------- _ --- DOCUMENT NOT CONSIDERED FINAL 3' Base Dit h _ ` .. ��Ir-� �-- - UNLESS ALL SIGNATURES COMPLETED I �I ♦ I " — - Ditch ♦ i -- --- I � 3' Bas _ -- --- ' 1 49°0 ! - W/Rip Ra @ • -- + �� ` i ,/� i �� I�I� �I�-�--��I )1.54 3 i - - - - - �;��� �o � +_ 3 -- —._-- — --- --- , S . — / Speci I Cut � � I / Ditch 0.20% � � ` , , , 3 , �ap � � �Il�` ����— � � � � � � I - �� - ' �� �—� --- ��__` � � � � `�� I ''�� J -- ----�; , . . . . . . . . . . . . . . i . . . ` I . . . . . . . . . . . �-��_- �' - J ___ O - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —, . _ . . . . . . . i . . _ . . . . - . . . ` . . . . . . . . ► �' . . . . . 0 0 r . . . . . . . . . . . . . . . . . . I I I . i . . .. . `� � pM +I� I �. . J � . J _ _- _ � � J + vi �o � i . . . . ... . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . , , . . , , , . . O . . . . . . . . . . . . . � � ~ W . . . . . . . . . . . . . . . . . . . , _ __ __. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ` � ' , . _ � � _ v � � ------ �----- --- - a �-- `� W � +O I - + ' - NW ^a � . ♦ �� � - , > . , -, _ _ ,_ ,- � , _ ' Q / v~i w N `� ` / I I N i I I i i i . _ E lST lNG G OUND - .-_ _ � � � � ♦ � _ —t_ _ CULVERT HYQRAUUC DAT A ♦ � � � 5' x 6' RCBC, NOT BUR/ED � � - ♦ � � � � - DES/Gl�l D/SCHARGE _ l40 CFS � ,� 'i �i i i �� i i i�i �i i i�i �i i i i�i �i ', �i i i'� ��i �i �i �i i�i 'i i� � i ii ii i ii ii ! ', i�, ii i�i DESIGN FREQUENCY = 50 YRS � � � / � DESIGN Hy� ELEVATION = 857.7 FT � BASE DISCHARGE _ l50 CFS � �� 1 BASE FREQUE CY = l00 YRS � � � N � � BASE Hy� ELEVAT/ON = 857.8 FT � /� , i� �i � _ � i ' ' , , RT PPl l HAR - l F , , E 0 G D SC GE 035 C S � � 5 x 6 RCBC 1 I : OVERTOPPING FREQUEIyCY= 500+ YRS � � NOT BUR�E - OVERTOPPING ELEVAT/ON = 898A FT �- ~ . I ii i _ � � � � � � ; - — ------ --- -- ----- --- -- ----- --- -- ----- ' '-- - - -- -'- -- --- - -- -- ---� _- -� � --- ---� S E SHEETS & 6 FOR -L- PLAN 71 + 00 72 + 00 73 + 00 74 + 00 75 + 00 76 + 00 77 + 00 78 + 00 79 + 00 80 + 00 81 + 00 82 + 00 83 + 00 N Q N W I I I I I I I I' i i I I � . -. _ - _ � � _.� �-__ � I �� =� Q PR POSED G ADE ,' -------- -------- - � EL = 9 .68' ' _ - ��� � � � � � � � �� +�1.5267'/. K 20 __- — VC = 6 --- ' — — _ � - _ _ ' . . ._ _--_ _. . .__. . .- - -- --- ' -- -- - __. � - - _ -/� - ----- ----- U� _ . _ . .. .. _ ... . � � � _ _ _ --- - - i i -- I I � ��' `♦ i I ( I- - - - I I I i I i - pecial Cut� � ' ' ' ' ' ' � � � � � � • • D tch 2. ° ♦ __ _ _ _ _ _ _ . _ ___ _ ---_ _ i i � -------- - f� �-,� - -- � -- ��--- -- _ _ _ _ _ _ / Ditch @0.22% _ _ f • � - - _ — '/ ---- -----� - '"" ��`` _ --__ _ i �� � � _ ��� - - - - _'_'_. . - _I . I_I ��/ __� H � � � � � � � � i � ��` - �� O � O � �� I' --p -- - - I I ��� ���' �� �,n �r�i o� ♦ �^ � �� . ^� . +� i +� . . I �� _ ►� _ _ I\� .. N� M� . _ . _ � -- — � . � ' . . — — ------ �J �� � ' . . . . . . . . . . . . . . . N Ly . . . . fn W , N W . . . . . . . . . . . . . . . . . . . . . ` � � -. . I ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. , . . . . . . __ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , ` - . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . ---- -- — � I i � ' . _ — � . _ _ I � � — . � � � � �` ' — - — — — — — -- _ _ _ _ i _ , ! � _ i _ _. _ i _. I _ . _ _ _. -� — -- — - � _ _ _ _ _ — EXIST lNG �GROUND ' � _ � : �I � / ------- - - . _ : _ _ - - __ : _ _ . - _ _ _ -- � _ , . ! � . - 4' Base Ditc� _ _ _ _ _ - - - - � ' Ra @0. 9% - - _ ♦ � / � ..w 'p--p--- ---' ---- - 4,--Sp pl�� i i i i i � � � _ I i ,.---�-- � Rp , 3°/a � : i _ ____ _ _ __ __ ____ _ __ _ _ .— _ , � /Rip � __ __, _ _, - -_ _ __ . � / _ h -.t�h � o 0 ' • , _ , ' - ' ' �- ----a : : : : : : : : : : : : : : : : : _ _ - - � � ' + 4� gaap @4 4 0 , � 4 Rap @q., o 0 0 0 � R `�,',p � ` � r� • N � ' w�1� - � ' v�/"`r a�o � --- ± � -_- M � _ -L-'-' - -- ---�'-'- - -I _ -_ - - _ - . - _I . _ ' � � � + � � � , - ao 00 -- --- _ _ —_ _ — _ —_ __ � � — _ � J — Q w —. _i i i i i— i i li ` � N W i ` ' � O� Q i%y N W — — — �+ I � . � M ~ �j . — O +� : _ ,� . p.� - _. __ . _ _ • �. _ _ - � o�o � > _ I . ` i i i _ , + � Q J _. _ I _. _ -- --- --- - -- CO ap N W _ _ _ - � J _ _ S E SHEETS & 6 FOR' -L- PLAN ' N W 71 + 00 72 + 00 73 + 00 74 + 00 75 + 00 76 + 00 77 + 00 78 + 00 79 + 00 80 + 00 81 + 00 82 + 00 83 + 00 c � � 0 � J L.L � i � 0 � i � � � a r � a � � 0 0 U Z w � m a � Z w � t a 0 � � � c a� � O O U i � � Q � � 0 � U Z � w > H � � � � m O O 0 � w � H � � 0 N \ V N \ O � w � Q 0 � .� � 0 L U �I W 0 � m � � N � i C O � � 0 � / a � 0 U i C O � U � � � � c O U i C O � � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 60 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � I �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � � NC License Number F-0991 _. _ _ I 7—�`=-- ------ ------ -------- - - -- ST ANL YV ILLE DR _ _ _ ; -- - ROPO ED B IDGE - ' i ' _T __ _ _ :�� � � _ .� __� DOCUMENT NOT CONSIDERED FINAL -- -- - - --�_ — -- --,.___--- �, � i�� j�''� �.� UNLESS ALL SIGNATURES COMPLETED �—� �'� �� _ . i i . i _ . _. . _ -- - -- - -- i f � i_ _ ___ � _ . _-- -- I —� _ ` . __ . . I I� � � � , ��� , i --- -----•- -- --- � - --•--� i � i . I � SQ, � � � Pl = 8 +00.00 � �� � � � � �2'3 ° � . ,� o `- — � � � � i / —0 / - - EL = 7.57' - e , . �'� @B � N � c� °S a'P , /ec,� �° N � C EARAN E I� . � �p - - °' °=-- - . . _ - ------ ---- -------- -------- ��9��'4 �E �iR%�DE� -- _ _ i ' � � �aS a� �d q5 � , � J - f VC 00' , � � � .`p oolo @ / I ; N `" I � - DS = 0 �PH - + � '� � � �o ° . ; � _ � _ - --- ------- --- --- - ---- - i _ -- � SPeci�� C� " i _ ( +) ,�33'/. � + ' f � ' Ber Ditc o� J o J ►tch @2. 65 0 � ; --- -- -- --- S �a3.10 ° � o00 0 � _ , -' Berm Ditc w�2' Ba � o ��, J , f � 1.58% I o � + o• - _ _ o � I 2' Base @ / � o � o 0 0� o�,.� I i ,/" oo �'° o.o� + ' � M� i �! � � � __ __ I � o _ o.p + �n � j I ' c•i I `� 00 I ------- ------ �•' ;tG� � ._L�.� 0O I +M O�O`' � � � �M I ---�.�as- -- 4/ W --- • + � --_ Q W __ � _ . . �t�h o _� � R°p @ � - �N aW �W `� aw � 3�g e 4g o/ �p ���---�'� � ♦ I� _ �> NW _ __ . � � � --- _ N' � � � � . RaP�' �� I- �� Q w I I I I i I . � , I I I I I I � I I I I I I I ! _ � � � �__� __ _ 3' Base Ditc �N��p� " i� ' ~ N w O J 1. 7% � o - i � � p @ o R o W i p p .�' ��n . ------- ------- ------- --- •_ -- — -=__ - ��►� J �o + n i_ _ �� o Q w �� I I � I � � i � I � I i _ _. �� � � v~i w Q � , ! ! , , , , � � � N w _ H + � I I � � �� I _ °° • ------- ---�.�-- o , �------ Q W J oao —/ �p _ v~iw � M ���� �/ � i i i M � Q. I I I I - � � , � I . ... , I . . . . . . '. I , . i , . . . . �, I I .. .. . ' i W � .. - --- -- --- -- - -- -- --- I I I �. . --- ---I . � W W - - -- --- -- -- - --- — -- --- - -- -- -- --- -- - S E S H EETS & 7 FO R -L- PLAN 83 + 00 84 + 00 85 + 00 86 + 00 87 + 00 88 + 00 89 + 00 90 + 00 91 + 00 92 + 00 93 + 00 94 + 00 95 + 00 96 + 00 N Q N W I I I I I I I I' i i I I � � _.� �-__ � _ _ -Y2- = ST EYV%LL DR : � � � � � � � � � � � �_ ROPO ED B IDGE ; �I � - � - - _ , -__ � .---_ - - -------- --- EXISTI G GROUN �,j _ _ _ _ � `_ —1 _ I � - ---- .-- —_ . � � � � �� '�� ��� :: ' � , �� � ' ' ' �� �� � ♦ _ __ _ __ , , „ _ i _ . � ` � ------� -------- - _ _ � � Pl = 9 +00.00 _ . _ Pl = 8 +00.00 I � ' � � ' � `` _ _ EL = 3.53' - � • _�,� l�/ll o _ - _ _ _ _ EL = 7.24' � — � . _ ' - ._. : K = 7 59 '� . _ � � � � K _ 2 C L�/�f�/�^l E , '� --- }��1� , PROP ED GR E VC = 20' i - � i� _'_ DS = 0�PH - _ _ _ __ _ . _ _ _ DS = 0 �IPH � � ' ( +)1�191 % - - --- �� ! �+ .572�� � � i , , � . --- - ------- _ � � { _ . : : : : : _-_ __ : : : : � � , _ _ - 'e�ia� C� o � o Di ch � � , , SP 7 0 0 @0.95 /o � o _ _ _ _ _ � __ . _ _ _ _ - - - - - • � +)1.57 I'/. - -- - -- ; �+1.5267/. i � itch @4' � ,� ^ ^ o . � _ � , � o rN +� I o°M'. _ � _ ' _ ' _ _ _ — - - - -- - � � I �� � �' � � � � � � � � I ~ M� . . j QW � — ------- —��_, ��-- --- . . . . . . . . � _.. . �N . . . . . . . N�y . . N W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . � � N w __ __ _ _ ���----'� � � � 4' ase Ditch o � J . _ _ ; ��� �. ���_ ���� ' �` W/Rip ap @9.93/ NLL, - , __ _ -: : - : _ _ � i -� . I I I I I ♦ I - — I I H � � . . : : �� — � � �7� W � � . - - _ _ --- -'- - _ ____ _ __ _ _ _______ _ ' _ _. _ _ ___ - - _ w � � . . . . . . � �� . . . . _ II N � '. � I� I -- .— — � �' _ _ -- —. _ O p ---_ --_ _. — ---- _ — _ __ —�—�._i — . _ — _ � �._ —�'. '_ � � � � I N p � --- � — _ _ —_ __ _ � � o -: --. _ . : _. - _ - _ _ . -. _i i i i i i i i I I i _ + . . . � ' - �i � 6 � V o � a"'o. °� - . --- W . r • -. �I _ g +� Nw � - _. ___ _ ► � - II - ��� � Z �pp - . _ . � i �_ i _ Q w I _. _ I - -- --- --- -- __. _ _ _ � N W 4' Base itch _ _ _ 1 8�J0 !W/Rip Rap 7.96% S E SHEETS & 7 FOR' -L- PLAN ' 83 + 00 84 + 00 85 + 00 86 + 00 87 + 00 88 + 00 89 + 00 90 + 00 91 + 00 92 + 00 93 + 00 94 + 00 95 + 00 96 + 00 C � � � � � J L.L � i � 0 � i � � � a r � �. � 0 0 U Z W J m a � z w � � a 0 � � � c a� � � O O U i � � Q i H O � U Z � W � H � � � � � O �O w � H � � O N \ v N \ O � w � Q 0 � .� � � L U �I W i 0 i O� ti � N i � � C O � � 0 � / a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 61 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � I �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � � NC License Number F-0991 _. _ ... � Pl, _ 103+75 0 , � ' _T - - - E ` = 947 � � � � � � — � ' DOCUMENT NOT CONSIDERED FINAL ----- � � __ - UNLESS ALL SIGNATURES COMPLETED i� �`� - � � �/ - 1.3�0' � ►� i _ _ _. — — — � I i i � �- � � � � � -- --- -- _ �� __ � ---- __� , D = 70 � H ^ � � � . . ��` �� I I I � I I ��--� � i � ______ i i ii, � � � 1+�1.�9 � r- 3�2�_ I o i � 1 /, u B►"m Ditch h@2.34 /o � � � � -- � "� 2' — - -- — � _ � _ _ W/ ase @1.68o germ Dit _ - I � I � ��� � --- -- --- _ __ — '� __ �+�1�1919 u ��-- ' / ____ _- � .,- -- --- i�� --_�..�_�- i���7r - _ - --- �s � � � _-��'��_ --_�..�_f __ ---- �s��.�--- ______ .; �� � � � _���_�_ - _ - _ - - _ . . . . . . . �� . . . . . _ . . l . . . . . . . . I I , , � �� �. . . . . , , , , I . � . . . . . . . . . . .i . . . . . . . .�.. . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . __ _ _ _- _ �.I .. _ -� I . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . _ �. , , J i . . .- _ _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . -- -- -_--- -------- ----_- -�_ . --- --_ . .,.. _--- �,_..._.-_--- � _ lCi � _ _ . . .. . _ _ . � � � r l3"�2�% o �, � � Q W � - i ---- - _ o � I� L _ �n -' _ N W O CO O� -----�. — — --- -- ^— ROPOSED GRADE o � � > .. ., ... i . . . . . . . .. ., ., i. . . i ., �. i . �. � , �, . . —. ._ ., . ., ... - � J � . .. . . . .. .. . .. .. .. . . .. . . .. .. . .. .. . . . . . . . . . . . . . . .. , , .. . �� N W .. � . .. . . �I i . . : . . . � ._ _ . I' I � —� I �.. ,_ _ ��,_ ��,_ — I—II II --- --- �. '...— . ---- -- — I ...-- -- --- - — — --- --- --- -- --- -- --- -- --- -- --- .. SEE S EET 8 FOR -L- PLAN 97 + 00 98 + 00 99 + 00 100 + 00 101 + 00 102 + 00 103 + 00 104 + 00 105 + 00 106 + 00 107 + 00 108 + 00 109 + 00 N Q N W I I I I I I I I' i i I I � _ _- � _.� �-__ � -� ��- �' -- _ � ' . '� ' ' - -- _ _ � � � Pl = 103+75 0 � ; � ; � �I _�- _ _ _ _ _ _ EL = 947 , , , - �_ ------ - _ _ � � ��. - �C � -�-�5�4 � � � ���� _ ���� � � � � _ _ � � - -, �- -__,__ _ v = �,�oa _ � � � � , i . . -- � ---- _ � � ; _ _ D 70 �1 � � � � �� - � �� � _ _ � � __ . � � � � � _ _ __ _ _ _ __ -- � ----- � _ �_ � _- - - - -- __ _� _ _ � ��� 1+�1.19 9'/. �- 3 _ .� • 2 - --- -. , I � - f ��'�a � I I I� I j ' j ' i - I I Berm ��� h�.� , —: : ' . � �II.�J• 2�� @3.9 0 '�'+^"�:...... _�._ �� —��♦ ...---- � �� ►� �: �� ----- --- ----- --- -----� -------- -- ' -- -------- � � ► � � � � � � � � � � � � � _ � � -_ ,---._ _ . _ _ . _ — _ _ _ __ _ _, —__ - .__ _ o o_ _ _ . _ . --- ----__ _ +o � Berm itch � l � - - N v - . @1.8 � � . �— . --- -- -- —e, e .. , ,— — - O O .� 0 — — _ — — - . . - — N W — ON Oap +� OC`� � i � , � �o c'> + c'i _ - - — _ _ _ � _ _ _ _ 0 0� —._ . _. I� M i , I � � � — _ O O` — - - . — _ _ � _ .� � . . v�iW �� I ----- - - PR POSED ADE _ _ _ _ _ . _ _ _ _ , _ _ I I �_ I I . I - _ i . _ _ . . _ . - - - - . _ _ -_ . _ . .- - _ - - _ _ - _ - - . _ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . - - - - . . _ _ _ . _ _ i . _ _ _. _ _. - - -�_ . i i i � I � � I � � � � � � � � _ _ _ - _ _ _ . � � SEE SI�iEET 8 FOR' -L- PLAN Ij 97 + 00 98 + 00 99 + 00 100 + 00 101 + 00 102 + 00 103 + 00 104 + 00 105 + 00 106 + 00 107 + 00 108 + 00 109 + 00 c � � N � � J L.L � i � 0 � i � t � �. L � a � � 0 0 U Z W J m a � Z w � t a 0 � � � c a� � � O O U i � � Q i H O � U Z � W � H � � � � N O O �O w � H � � 0 N � � N \ O .-� w � a 0 � .� � � L U �I w � 0 � � � � N � � c O � � 0 � � a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 62 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - - N.C.B.E.L.S. License Number: F-0116 ROADWAY DESIGN HYDRAULICS _ r i + � ipi�Q ENGINEER ENGINEER Pl 103+75 0 ' I �rr� T STV Engineers, Inc. F L AT I R O N ��� 900 West Trade St., Suite 715 EL = 947.54' -- � 1 � E'C!'/l/Ji Charlotte, NC 28202 '_ E lST ll�lG G OUND i_ __ NC License Number F-0991 K 254 i ' � _�� __��, _ __ __ _ _ __ - _ _ o = �o MP ---- _ _ ,_ _ -- -- � � � - - - - i --- --- �'— — ���� ���..� � � � �� � � , DOCUMENT NOT CONSIDERED FINAL -�_-_ J __-____ _--__-_ — � ► UNLESS ALL SIGNATURES COMPLETED o ���� �� , i � _. __ __. . _� i i .i o � i . i _ . _- . ' ; - ` � � � -_ _. . --- --- --- � o � I�. ! ^ �' . . � �� �_`` �� I � I I � I I�--� I�i --- � W � ` � � i � � � ii iii �_�3�2 / � � ` ` � �, ��` i -- -- I - � ` --- ��` i i , - � I - - - I ��� _ l= 124+ 5.00 � -- � � �. � ; ` � � L = 865 2' - --- ----�-� -------- - ---- ----- � _ � � _ !8�- _ � _ - , �� , C = 900' � ____ �-�__ ; � i � -�-� ^`` � S = 70 PH - _ �_ __ _-___ � ------ ��---- ------ . � _ _ : _ �� _ � PRO OSED GR E ___. ___ _ � �� - � � ii ii i � - ♦ i, iii iii �iiiii �iii: �ii iiii i��, _ii_i ` _ _ � ���� _ ♦ - -- --- --- ----- --- --- --- ----- -., _._- �_ � - , 28�j _ - — ------ --- -- ----- --- -- ----- --- -- ------ i i-- - - -- li i- - � --- - I -- --� I - ---� -- -I� I� --- ---� � SEE S EET 9 FOR —L— PLAN 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 N Q N W I I I I I I I I' i i I I � _. .- __ ----_ - - ------ ------- Pl = l 3+75.00 - EL = .54' EXISTI G GROUN � _.� �-_ � � , � � � K = 54 ----- _ ------- �C - 1,300' _ : , DS = 70 MPH - -- -- ' ' - -- - - ' ' ' _ � ; i , ; , .. -_ . � _ � ���� � ► ���_ _� �_ _ � . . , . . . �� , , , �� �� �� , . , . . . � � _ ► � --_---- ---_---- ---_---- --_ . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� � _ .,. .. ... . .. I I . .. . . � � � � — . .. _ . � � — . . . . . .. .. . . . . . .. .. . .. .. . .. .. . . . .. . .. .. .. . . . .. .. . . . .. .. .. . .. .. . .. .. . . . . .. _ - � . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- i i i i i i I `�� I I I I I I I I I I I I I I j� � � � � � � �_ � � � � � � _. .-_- . -- _ _ . .. - � � _ _ _ _ _ . II ---- ._. � � . _ _ _ ��` I r-J3�2 . �, � �_I ' '_, �, � � _ / _ _ - - - , � �� _. _ _ _ _ _ __ _� _ i i �� , ♦ ------- -- - � i i i i i i � � ��` - _ - __ _ � � -----_ _ _ _ _ — _ � �. _ ��. : Pl = 124+ 5.00 � � , _ � � EL = 865 2' . _ . � - -------- ------- : : : : : : : : : - _ - _ ���� K = l83 I - - : - � - � �C - 90 , - - -; ' ' i ' � ���►� � - � - - � - i , i I � i � - --�� � - - _I _ _ _ -. . _ __ . � i i � - - - - - � DS = 70 ��IPH - -- - : , I . -- `� �� `-- ---e.eo__ � � _-_ - _-: _ - _ _ - : . . : - - : _ _ PROPOSE GRADE - _ . _. - - � � � ` li i i : i i � ; _ ' � : - i . _ : ��� i i _ � � _'_ � - ---- - -- __ ____ _ _ _. _ __ ___ - -_ _ __ _ ♦ .- - _ - _- _ _ - _ -- —. - ---_ -�-�._�-, -'--�'-'- i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. , —._ . _ _. _ i i i i i - i _ . - - - - . _ _ _. - . _ - � � [>�p� � � V`� —`_. i i i_ I _. _ � ti7 � �, _ _ _ - _ _ _� ' � SEE SI�iEET 9 FOR' —L— PLAN Ij 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 c � � m � � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W J m a � z w � � a 0 � � � c � � � O O U i � � Q i H O � U Z � W � H � � ► . .. • • • w � H � � 0 N \ v N \ 0 � w � Q 0 � .� � � L U �I w � 0 � m � � N � i C O � � 0 � / a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 63 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � I �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � � E'C!'/l/Ji Charlotte, NC 28202 �, i � � NC License Number F-0991 Pl = l 4+55.00 � ----- - -- - -- ------ ------ ------ ------- ------- ------ ------ -------- � ` � _ _ - -- -- - - -- - - - - -- - - - - ♦ _ _ _ - K = / 3 � �`` ---- ---- _ � VC - 00' - � _�� - - - � - DOCUMENT NOT CONSIDERED FINAL , _____ � _� � I `�► UNLESS ALL SIGNATURES COMPLETED ``♦ . . I!� - -- - -- __. . 1-1 � . , �` I I � f +J1.002 . _ -- �--� I I ------- ----- --- --- -------- ------ -I---- :'�-= - � �i� � � � -3„g2 � �-- �� ��� _ _�_ �� � +��.o •. , _ — .` I - � ' ` � � � ` - ----� � --- � �- _., � � � � � � � _ � � ��i I �. . I � — - -- - ; � , - i � — � ' ' ' - � � ------- -- ��T_/� � �[Q --- � � ` � - ---- �- 1^�` . �� , , _ � i ` � ,� . . '' - . . . . . . . . . . . . . . . ... . . ... , � ` . . ,. . .--- . . � . . . . .. . .. .. .. . . . . . . . �. � . _ . � � _ . . . . . �. . 42" RCP _ �� i /� i � i I� i __ _ _—_ _ . . . , . . . 11 �w ��..� ���� � � - - .._..- �.� . ---- -- ------I-- -------- -------- --- � ` �- PIPE HYDRAULIC DAT A _ _ ♦ � � � ' 42' Reinforced Concrete Pipe Sto.126+50 - -- -- -- -- - - � �� � i i i i i i � i i � i i i' i' � � �� � .� � � DR,A�NAGE AREA =�35 AC - ---_ . � � CULVERT HYDRAULIC DATA _ � 5- X� RCBC 5' x 6' RCBC , NOT BURIED _ DESIG FREQUE CY - YRS � N N 50 NOT BURIED - DES/�l y D/SCHARGE = 47A0 CFS ---= __ � -- DES/GN D/SCHARGE _ l80 CFS -- DESIGN Hy� ELEVATIOIy = 85/.05 FT 4� Base DESIGN FREQUENCY = 50 YRS l00 YEAR DISCHARGE = 50.00 CFS J� terpl pitch DESIGN Hy� ELEVQTION = 84/.5 FT �, l00 YEAR Hy�l ELEVAT/Ol�l = 85/✓6 FT oo �ip Rap ' BASE D/SCHARGE _ l90 CFS , , , . OVERTOPPING FREQUEI yCY = 500+ YRS ,� o� 2.2 7/ BASE FREQUEI yCY = l00 YRS � OVERTOPPING DISCHARGE = 23052 CFS "' �' �� BASE Hy� ELEVATIOIy = 84/J FT _ + c�._�- OVERTOPPIIyG ELEVATIOIy = 868.00 FT N�, - OVERTOPPIIy� D/SCHAR�E = 983 CFS i� o� : �� M� OVERTOPPIIyG FREC?UE1�1CY= 500f YRS --- N W ' J ' OVERTOPPIIyG ELEVATIOIy = 865A FT �� _ W . . . . . . . . . . . . . , _ - - --- --- --- -- I --- -- --- -- --- -- --- -- --- --- SEE SH ET 10 FOR -L- PLAN 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 N Q N W I I I I I I I I' i i I I � . � _.� �-__ � - Pl = l 4+55.00 , ------ -- `� K = / 3 _ I , - �_ -- -- � � � � � � �� � c = oa - � ____._ , v � , , � � � _,, - - � DS = 7 PH ----- -------- --- _ . _ I �` ! _ � -- - -- --___- ___ � - . ` � � I l �I.0029% ♦ - --- ___ � _ -- -----_ _ � � � _-__-- -----__ -__-- --- ----- ------- � � - - - ♦ � _ . '�� _ - (-3 � _ .-_ � -_- „ e � � i_�I ���� _ '�2�� � +11.0 • _- ♦ � - - - -_- - -: � - I � ♦ - `� ��� �` i� I � �� � _ � � ' I I - _ - _ _ .. __ _ _ . - _ _ ----- __ � _ - � � I ---. -._ _ _, - .---'----- _ _ _ � — --- - - � _ 2' qS@ . � � . l � � �� Late al Ditch � ' - . � ' / T/ - Bqs - ,� ` _ ' � � _ _ _ . o �—� , _ . ' -- ��` _ �� _ _ _ _ _ _ _ 2' � . e � � � . Lateral Ditc � � � � �. - _ _ _ � _ � - _ _- -_� _ _ _ : @ 2.63� ' -___ _ ♦ , , ' i� _ � - _ _ _ . _� _ _ . -� - -- - - . 1� 1 �. .,.,�.� �~�1 � :: - -_ -- '_ � � - - � i �1 � ` ' ` � � ` � - - - _ _ _ -- - - ! - - - _ 0 0 � i i _ _ I I I . � I �o i o i 1 ff � I - I . . I � o o + Q; � � � � � _ ____ ._ ._ __ __ _ __ _ — -- _ _ __ _. _ ____. ___ - -__ __ _, _ __ __ __ o�o +ao `�� _ . • > c� °o � j — — — i . w � . w I , � � J _ _ —_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � J N W . . . . . . . . . . . -. i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .- - . . . . . _ - . . . . . __ . . . . . . - . -. N W . . - - . . . _.- , �, . _ .- - --. . . . . . .. - _. . . . . . . . . . . . . -. . . . . _-- . . . . . . . . . . . . . . . .. .. . . . . . . . . . . -L-i.-I -�. _-.-�i. i.- Li. i_ . i � i i --- _ _ .. __ -. —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . - - - - . . _ _ _ . _ _ . � � _ _. � -�_ i i i , _ I _. _ I _ _ _ _ - _ _ _ . � SEE SH�ET 10 FOR' -L- PLAN 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 c � � v � � J L.L � i � 0 � i � � � a L � a � 0 0 U Z w � m a � z w � � a O � � c a� � � � 0 U � � Q I � O � U Z � w > H � � � � N �C1 O 0 � w � H � � 0 N \ v N \ 0 .--i W � Q 0 � .� � 0 L U �I w � 0 � m ti � N � � C O � � 0 � i a � 0 U � 0 � U � � t � � O U i C O � � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 64 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � I �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � PIPE HYDRAUL/C DATA � �� cnariotte, Nc 28202 �, i � � NC License Number F-0991 �-` ` 42" Reinforced Concrete Pipe Sto. l38 f7/ ` i DRAINAGE AREA = 20.4 AC —}�3 — DESIGN FREQUEIyCY = 50 YRS _ __ __ _ _ __ -- ------ -------- --� _.- ---�.c,___.�.��.�_ . �.�-- ------ ------ -------- DESIGN DISCHARGE = 50A0 CFS _ GER ANT ON' RD --- - - _ _ _ � RO OA ED B IDGE . DESIGN Hy� ELEVATIOIy = 859.22 FT � l00 YEAR DISCHARGE = 55.00 CFS l00 YEAR Hy� ELEVATIOIy = 859.42 FT - OVERTOPPIIyG FRE�UENCY= 500+ YRS i��� DOCUMENT NOT CONSIDERED FINAL OVERTOPPIIyG D/SCHARGE = 220.52 CFS � `�'� UNLESS ALL SIGNATURES COMPLETED / / OVERTOPPING ELEVAT/ON = 875.70 FT - -- -- _ --- _ . i i . _. . _ -- - --_ _� � ___ __ ___ . _-- -- -- -- - - -- - . � ���� I � � -- �, —'— —�-� � —�---'-- �� -----�--- --- , . . "' � _. � — , /7� _On / o _ CLEA ANCE � �� ��� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , I I � , � � �, .- ' ' ' ' � , � J . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . P OPO ED �RAD ^j-� — — — _ � � � ,. � • h o i . - . -- - -- ---i � �9��'G- - - - -------- ------- _ � ��i Z� �°Se ���' ! I I I I I I I I I i i � � o i i � ` p �ap ,/ I I �� � � � � i — . _� _ _ � �R , , � � � i -�_ j - � � N W ,�'" I �pecial Cut ' I i , v ' ------- -------- -------- � / � �e��a % i � ch --- ---- - - ----�--`�2- -- -- � � J p��cch o � � � �� -' �� J o I o ' 1+�1.0029 . - o���� ��o- � � � o _ � o � � � � �-- �� 9 I _ o . � i � � � , � se @ b � . o �� � � i i j �n � c� � i ' i i . - �� _ 2 ' o'P / I � o o �� ��o � +N � ---- `� - , itch ��P ' � � ' • -- �O �> a u�, � 00 ' � — -- I N w j 0 � � .�-- H J , .. . . .. . . . . . . `` � _ � � , J . , Q W I N W I . N W . . . . . I .�. ' - _ i - I _.� � J I ♦ p I�i- ' N W --- _, __ , I I I i i' � I I I I I i � I i " " " � � � IJ IIIII IIIII Il II IIIII , III IIII II� III Illi �I� Ili I `` . _ I- I, 0 pOp ', O J . O I Q` .�o � `o o � ----- -------- --- r EXl T lNG GRO ND � �� ---- o � � J � - � � _ . --- . ` i � �O � N LJJ � . Q W .. II I , I I I . . �. I . I I . . . I �. I . . . I .. � � � 00 � � ' N W . . i . . . . . . . . . . . i . . . . . . . . . . . . . . . . . i . . . . . . . . . . i . . i . . - . . _. � � _ ---- � , , , . , . , , . , . _ . . � ` � J �' j , . . . . . . . . . . . . . . . I . cn w I 4r R P � _. � : � � / � � � ' , - — ------ --- -- ----- � � ; � � --- -- ----- --- -- ,, ., -- — — -- = -- --- — -- -- -- --- -- — --- --= — SEE SHEET 11 FOR —L— PLAN 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 N Q N W I I I I I I I I' i i I I � . � I � _� �-_ � -Y3 - GER ANTON RD � � � PROPO ED B IDGE � i i i i i i i i i i i i! i i i � � � � � — -- — __ __._ _ _ _ �� _ � �� - - �-�' ` � �� -------- i i ___ � - / - - � " _� � I I � i i i � � � ��� _ � � � _ _- _ _ . -- - � �� ! ' . � _ _ -�- �7, _�,. � _ �� - - - , � I _ _ , , _ ! �, � --.- ' �� _ CLEA ANCE � _ __ _ _ -� , _ PROPO ED GRAD . _ � ^ " � — — �' ' _ � I ------ ---_---- ��� ��� i ��I �- .�• � - - ' � 029% _ , � , ,, _ _ _ _ _ _ _ _ __ _ . _ _ / i � . - e�� 6 92 , _ i l. • -- ---- --- o � . / � 'P @ .� --_ ____ _ - - _ _, ���' g � . .'� $ • �'- � I i i , . � gas �tc�` . - ecial Cut -- / 2 Base , , . ' � ��2 Do�o g , . - ' � Ditc @2.03 % ------ ------- ---- -- � ' I ' • � . i ' �et �aP + o � o -. o 0 Ditch @7.68%, ,�- � �p � o� o _ _ _ _'_ _ _ _ . I j I � � � ! '� j o o� �� o . � f+�1.0029 �___ __ � � +� _ - _ � / ' . ov oN � _ _ _ , • —_ _ '���.. , 1 . � _ ���f 1, ?. ' � ,� O� I � I Nw �p u�a�0 _ _ �� . ��,�j _ ! _ � -- - - ♦ � � ���i eQ'S � - � �� _ �� �oo �� ,oao ` � - . �� ��/b +O� �00 �� QW ----- � � `�♦ C I _ °� v oo ! . Q W v, W `� u' � J . .. . . . . _ . . . . . . . . . . . . . . ` . . . . . . . . . . . , ` �� � , ' . , O Q W II _ . . . . . N W . . . . . . . . . . . N W . . . . __ .. . . . . . . . . . . . , , . . . . . � _ _ . ' _ -_ _ ` —_ ``� �,� �' M � N W - _— _ -. _ i i i � � i I I I � � j - ``� 1� I I �� , I : - � i : . i : - __-- � - � � i . I � - -____ __ _ _. _ __ __ _ - - _ _ _ _ �'� - . , - r W - -- -- : EXl TING GRO ND � � j 2� � - ' - - - _ --- -- O ��% ep .`` II v> W II ' � � � � ' ♦ � � p Ras ��t � � ' , , L,_,_ L,_,_ _ _ _ . ch - . � � -�.-� _— � _ � ' 00 � �' p �6. � p � - `�♦ _ Q w �� O� � O/ � i i i i i I I i .. .... ... ... .... .... . .. .... .... ... ... .... . N w � .� , . +fV � III - - .. . .. .... ... ... .... .. . . .. . . ... ... .... .. .... .. ... ... .. . .... .... .. .... `� � . � � I •> o0 1� _ _ � � _ : . - _ : _: i i i _ , ` , H W � � I - _. _ I _. i _ �_ • --- - -- -- _ _ _ � / / QW � _ _ _ . � � � � � W SEE SH°EET 11 FOR' —L— PLAN 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 c � � � � � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W J m a � z w � � a 0 � � � � � O O U � � Q i H O � U Z � w > H � � � � 0 O �O w � H � � � N � � N \ 0 � w � Q 0 � .� � 0 L U �i W i 0 � m ti L� N � � � O � � 0 � / a � 0 U i C O � U � � � � C O U i � 0 � � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 65 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � I �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � � NC License Number F-0991 _. . _. _. _: __ � � � � � IIII � ---- . �_- ---�----- ------ ------ ------- ------- ------ ------ -------- - -- -------- � � " � �- -� � _ -- — - — -- - — - - ___ _ __ _ ♦` _.. _ . . _. . �i ���--�` - � �. � � _ --- ♦ � � � — � � I _T . _ _ _ , I ` � �� P OPOSED RADE � �—� � I I I I I I I �� ♦ DOCUMENT NOT CONSIDERED FINAL � ----- --- � --�---- � UNLESS ALL SIGNATURES COMPLETED � � � � � l +I .0029'/. � —10.30 /'/. � � i: -i ♦ i fi i � t. ♦ i ` ` ` ( +�I.002 � / i —10.300/'% �` — -------- --- �` I I I I i EL = 95.86' I�' �.. �� � �� � � � - �� ' ^ ��� - K 5 I I `� � � , � VC = 00' � ♦ � / DS = 0 PH ---�— ♦ � ; � � �� � _, _ _. i � �f � � � �� � � � -i / _ - - ; - ; - -- - � � � ♦ � / _ � _ � 36' CP - — � / � � � � � � � � � � �� �� � - x�sr�Nc RouNo � � ' � � . P/PE HYDRAUL/C DATA _ � � _ - ' R inf � � t Pf t l+7 � � —I ` 36 e o ced Conc e e 5 0. 50 5 ----- -------- -------- -------- -- ---- P� � DRAINAGE AREA = 11.3 AC � _ � � � � � � PIPE HYDRAULIC DAT A � DES/GN FREQUEI yCY = 50 YRS � � � DESIGN DISCHARGE = 44A0 CFS _ 42° Reinforced Concrete Pipe Sto.l6/f28 ��' DESIGN ELEV AT lON = 883.56 FT � : _ � _ / �` ` .� / M'V / - - DRA/ AGE AREA /9A AC N � ���� �� �� � _ � _ ♦ / / l00 YEAR DISCHARGE - 48.0 CFS - DESIGN FREQUEI yCY = 50 YRS - � l00 YEAR Hy� ELEVATIOIy = 883.�9 FT , / - DESIGN DISCHARGE = 65.00 CFS --- � f--- --- --- O V E R T O P P I I y G F R E Q U E N C Y = 5 0 0 Y R S / D E S/ G N H y� E L E V A T/ O N = 8 6 4. 7 3 F T `� � OVERTOPPII yG DISCHARGE _ 113.7/ CFS I� I� I I� l00 YEAR DISCHARGE = 75.00 CFS � / - OVERTOPPIIyG ELEVATION = 890A0 FT 11 , , - . � / l00 YEAR Hy� ELEVAT/ON - 865.19 FT ------- -------- -------- --- OVERTOPPING FREQUENCY = 500+ YRS : I / 42' RCP _ __ __ _ _ OVERTOPPI G DISCHARGE _ 190.06 CFS _ _�. � _- ___ : : OV ERTOPPII y� ELEV AT /ON = 875A0 FT _ I � __ � �1 -- ----- --- -- ----- --- -- ------ �''-----_ _ . � SE SHEETS 11 & 12 FOR -L- PLAN 148+00 149+00 150+00 151 +00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161 +00 N Q N W I I I I I I I I' i i I I � _ � _.� �-__ � � � � � � ` _ ---5-� ---- - _- i -- --- -- �"'���� ► � � � � � � � � � � , I_ `� ` _-�_. , -- I I — --- I . _ .I _ _ I I I — _ — � � � � � ` � � ` ` _ r. j , I I �II I : � P OPOSED RADE : . _ � � � � -- -_ _ � � _ � - - � � _ _ __ --- �.--__---- --- � ♦ . . , , : . � �� f �� _ ; � � ; �� �, � � ; f +11.0029'/. � —J0.30 0% � ; � _ � � � � _ � � ' � � � ' f —J0.3000'/. — — — . _ _ _ - --- � - + _ � ♦ ---� - - -------- � ate a � �+J1.002 "/. � ��t�h 9.59°io .� � � EL = 95.86' � - � �` : _ � : _ � lateral V , �♦ ! K 3 7 � _� � ` � _ , - � - - __ _ �_� _ � _ � � `. itch @7.06 /o .- �. _ _ ♦ : _ ♦ .,, . _ VC 00' � : ` � ` `` ' _ ' ' ' ' . � � ` �.� � I __ . ` _ � —. -._ _ _, - ,-I-_I- -I ' -_ ` '� ----- _ -._ . _ _ _ _ � - - — - __ o - . o � oo � ' . ` . _ . ' ' I � � ` � � _. -F � + O� � � � iA 00 � � O ^ � _ . -- —.��_— -- � B . _ , .,._ QW � aW +"' / e _ _ � �W �� / i _ _ _ _ � _ �� -------- ------�ich @1.02% . . . . . . . . . . . . . . . . . . . . tn W r ; . . . . . . . . . . . . . _ . � � � � � � � � . . . _ . . . . � _ . . . _ � � . . . . . . . . ` . - . �� H J , I . . . _ . . . . .. . � ; N� � - � I xisriN� RovNo � �` O ---a ��.� _� _ : : - -_ � � : � � ` __ _ - - . _ - + ,"'\' � _ _ _ _— . _ _ � _ II I I I � � � II - Q> . �� _ ____ ._ ._ __ __ � � - — ------ _ __ - -. _- N W ♦ :_ / � "' ♦ / _ ----- - - fa�a,_- ----- �- � - - - - `� , - - - - -- - 1 — - - _ _ — - - / . - - --- - -�'-'--�'-'- -_ . -_ - � � 11 _ __ . " ' ' - -- .: - - - � - - II - - - - . 1 ' _ -. ___ _ � - . _ 1 -- — �1 - - _`= � � i _ _ i _ _ _ _ _ _ _ _ 1 SE SHEETS 11 & 12 FOR' -L- PLAN 148+00 149+00 150+00 151 +00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161 +00 c � � � � � J L.L � i � 0 � � � � � a L � �. � O 0 U Z w � m a � Z w � t a 0 � � � C N � O O U i � � Q i H O � U Z � W � H � � � v 0 � w � H � � O N \ Q N \ O .--i w � Q � � .� � � L U � w � 0 i m ti � N i � � c O � � 0 � � a � O U C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 66 � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 Pl = l 3+04.00 N.C.B.E.L.S. License Number: F-0116 r + ROADWAY DESIGN HYDRAULICS __�L_ _ � � — � — — �� ��1 � �ipi�Q ENGINEER ENGINEER � � � ; STV Engineers, Inc. K= s� � STV 100 900 West Trade St , Su�te �,5 F L AT I RO N I� � ,"� C'C!'/l/Ji Charlotte, NC 28202 � ' ' , VG' _ � , ; ♦� � NC License Number F-0991 _: .. _.. _. __ � DS = 80 �IPH � � � � � � 1� ----c_--- ----- ----.�.--�- -�------- __- _ __ _ _ '. .I � � �� ` � --- -------- -------- ---._ . , ..___ i +��- �----- , I[ � `♦ I -- -- - -- - - -- �, � f - 0.300/% l +I0.52 '/. �l +�0.523 '/. � I � � � _ � _� DOCUMENT NOT CONSIDERED FINAL -- - �i �� ''' �.•� ROPbSED GRA E UNLESS ALL SIGNATURES COMPLETED I � � _ . i i . � _ . _. . _ -- - -- - -- __. . _.i ` ` ` - --, _ ._ - -- - _ _ _ . --- -- --- -- . �i �, � �� I I I � I I �-�--� � i . � � �� � �� �� ��� � __ � - � � � / ��` ------ ---- --- --- ------ � �/ _ �� � � � __ � �.•� - � - - -- - ' ' ; EXISTIN GROUND ��` ; / --- --- -�----- � _ � / �♦ . ♦ - � ♦� ' ___ ♦ - - �----_ : ♦� ; � � �, i�, ,ii - ��E _��, i,�i', � . __-____: __ -_`._. _ .-__ . : � - f ♦ � �- -� --- _ _ ' ♦ ` _ 1 li �I I I �� i� � i I� I I I � � , , , __- � i . i - — ------ --- -- ----- --- -- ----- --- -- i i i I � — — — — — — -- . — — -- -- - — - — ----- SEE SHEETS 12 & 13 FOR —L— PLAN 162 + 00 163 + 00 164 + 00 165 + 00 166 + 00 167 + 00 168 + 00 169 + 00 170 + 00 171 + 00 172 + 00 173 + 00 N Q �' Pl = l64 90.00 W . i ! � � � i .. ^�� — , ! � � � , i � EL = 89 .74' _ � ---- � � � _ - K _ 3 � � ---_ _. � _ VC = 30 �' �" � _ - �� �� � � � �� �� � �� DS = 80 MPH � � `^ . �� __ 1 , I � - _ -------- i _ _ �. � � _ . ,_ ,_ - -- , ,- , -, _, , - -, - � �, ` f +1 .523/% , - - -- ; � ; � � �- -__ i , �___.-- -------- _._ _ _ ___ ___.- - - ------_ - _�- f _ _ +ip�3f — — — �. - -- — . • -- - - - -- -- - - - -- -- � - --- _ -------- -------- --- _ � —,_�pecia ut � _ -_ _ - ` - - _ � � _ ♦ o _ Ditch @ .27% � - - � � i � ♦� o� - o � �� PRO OSED GR DE � i i :: ' ' - - �� o� `�'• ' o a�`. �' � ` ' ' ' ' / v °' + � � _ _ . i - - _ ao _ __ �o - _ --- � _- i _ > . _ � ' - -- N W H J -_ ``� I � N W _ � - - - - - -'_'_ . . - � � � _ � �' I � . - - _ � . ♦ . � . --_-� � � � � -- - ', ' ' ' Q`�G bolo _ : `` - — - e q . __ � � � _ ��I .' ps � _ — _ -- -- - = -------- - , � � _ _ / - 4; - _ _ _ , , -' ti`� �a� o - -- - _ - EXIS ll�lG GRO l�lD �♦ : i � � � IN�12ip °Se Ditch ' ' � � � N _ - ♦ - -_�-- ---- 44 / � _ ` _ � 4. o c,� ^ _ � p� � . . ,o ao — � .— r � --- - � - - _ - - - - • ' � �_ � - �o O I N�i � `� . i _ ± `O _ � O . � . � I _ i _ I _ � -- - - - _ _ -. . - __ �O� +Q � N `D � — — . . . . . . N . . . . . � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . .. . . . � . . . . _ . _. . H J . . . . . .— _ -. . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . _ . _ . . . . . . . .. . . . . .... . . . . . � . . . . . . . . . . . ` . _ .. . . . . . . . . . . . . . . . . . . . . . . . _ - . _ -__ - - - _ ___ _ �' �-' - . _ _ __ _ � _ _ �` � � I I I I - - I _ + li . .I _ _.. -_ .- .. _- _ _. --. _ -.. -_ _ .— -.-.-.-._ ' -.__'. . __ _. -. . _'_ _._ . _ � . _ . _ - -, - ,--- ,-- _ � i . - - - � . � _ _ � ` . I, �, . - - - - - _ _ - _ - - . _ -� -�.-�- : _ _L�-� _ _��. �_ i � i i i - - --- _ _ .. __ _ — _ _ —_ __ --. _ . : _. - _ -- _. - - - _ — . i i i i ' ' . _ _ _ _ - . _ _ . � � _ _ � -�_ i i i , _ I _. _ I _ _ _ _ - _ _ � SEE ° SHEETS 12 & 13 FOR' —L— PLAN 162 + 00 163 + 00 164 + 00 165 + 00 166 + 00 167 + 00 168 + 00 169 + 00 170 + 00 171 + 00 172 + 00 173 + 00 c � � ti � � J L.L � i � 0 � i � � � a r � a � � 0 0 U Z W J m a � z w � t a 0 � � � c a� � � O O U i � � Q i H O � U Z � W � H � � � � �o N O �O w � H � � O N \ V N \ O .-� w � Q 0 � .� � � L U �I W i 0 i O� ti � N i � i C O � � 0 � / a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� � � � � � � � �, _ PROJECT REFERENCE NO. SHEET NO. -- ---- HDR Engineering, Inc. of the Carolinas i -- �--- --��' U-2579D E& F 67 � � � � � � � � � ---- 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ - �� i N.C.B.E.L.S. LIC@IISe NU171b@I': F-O�'I6 r + ROADWAY DESIGN HYDRAULICS EX/ST/ G GROUII� � �lpl�e ENGINEER ENGINEER � �r�,� T STV Engineers, Inc. F L AT I R O N '/ ' j�/ � 900 West Trade St., Suite 715 _� � ' ' ' � . + . NCaL�tenseNNumbe�r2F-0991 � l + .5231/. � J0.30 0% ' ------ ------- ------- ------ ------ -------- ----� � � -- -------- ------ i - _ _ _ _ _ ♦ ♦ � 'I �, I I I I I I I i Pl - l8 +50.00 � _ � - EL = 2.43' I � � ROP SED GR E K= ll l DOCUMENT NOT CONSIDERED FINAL '/ � N VC = Jr' O� UNLESS ALL SIGNATURES COMPLETED _ . i i . / _ _ � _ ___ DS = 0 PH -� � . �� � � � �� I I I � I I �-�--� � i ♦ i i � �� ��� i � __ � i � �� � � _. _. � _ f ,, i �.. / i - - -- - ; ; / � _ _I / --- f---- i _ ' _ I / , : / ---� --- . / . -� � P/PE HYDRAUL/C DAT A IIIIII ��II IIIII�I I�I �II Il�lil IIIIII 'illll ilillil 'I�I', �lilil lilil! �i�l�i il�l�l _ _.�-_,--: -_ -_`._, _ ,-__ . I ' : / i 48" Relnforced Concrete Plpe Sto.173+80 I '---- -- � -- DRAINAGE AREA = 289 AC � � - - DESIGI y FREDUENCY = 50 YRS ; - / DES/Gl y D/SCHARGE = 75A0 CFS - - I I I I i I I I I i . 1 / i DESIGIy Hy� ELEVATION = 842.80 FT i , i i � , , � i l00 YEAR D/SCHARGE = 85A0 CFS � � 4 RCP , , : � l00 YEAR Hy� ELEVATION = 843J3 FT ' ' -�� -- --- -- OVERTOPPING FREQUENCY = 500+ YRS OVERTOPPING DISCHARGE = 4/2.82 CFS __ OVERTOPPING ELEVATION = 885.00 FT i i — ------ --- -- ---- : , � , � � -- ---- - _- -- -- _ - — _ _ - _ ------ — SEE SH ET 13 FOR —L— PLAN 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181 +00 N � _'� ► � � � Z � � � � � 1 � � � � � N _ ��� �� Q � � �. � � ' � � � � � � � � � EXIST l G GROUN �' � � � � � , � � , ♦ _ _ -- --_ _ __ ♦ _ ♦� � � �� __ ♦ . �� . � l + .5231'/. -�---- ---- -------- - - , _ l +10 23l'/. --- - , � � _ _ _ ___ _ i - '� ' _ � � � . _ _ _____ _--- --- --_ _ _ __ _ . � � _ , � _ _ i� -: PROPOSE GRADE - �� � � _ �� ;; �� � � , i . � , � � , , , � � � / _ _ __ _ _ _- - _ _ _ _ _ . _ -� / / _ _ I _ - - - - - _'_'_ . _ _ I � _' _ _ __ I __ / - - ��� ���' � - _ _- � _ - _ _ . _ - _ - ----- _ . _ _ _ : _ � . _ . -. _ _ . . / _. - . :- . . - :- � - . -. - . _ - . . - - - - - -i � I , I � � . � � I _ i _ i _ -- - - _ -. _ _ _ ---- - — - - - - - — - - -� - � _ ��� � . � _ : :. _ / :--- : __- _ : ___ . - : : . - - - _ _ _ � _ _ _ _ . _ _ _ , _ _ II ' i i . I I - - I - I . . .I _ , . � - � � 1 � _ - - _ _ - _ - - . _ - . __ . -_ _. - --- -�-�._�- : __L�-�__��. �_ � r �� � � � � � �� � � _ _ __ _ — _ _ __ -- . _. - _ _ . _. - - - ` ' - - . V . _ � �_ _ _ _ - . _ _ . _ _. _ _. � - - -�_ i i I I _ _ _ - _ _ _ . � SEE SHEET 13 FOR' —L— PLAN 174 + 00 175 + 00 176 + 00 177 + 00 178 + 00 179 + 00 180 + 00 181 + 00 c � � � � � J L.L � i � 0 � i � � � a L � a � 0 0 U Z W � m a � Z w � t a O � i � c a� � � O O U i � � Q i H O � U Z � W � H � � � � � � � � H � � 0 N \ � N \ O .-� W � Q 0 � .� � � L U �I W i 0 � m ti � N i � � � O � � 0 � / a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 68 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER �� �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � j E'C!'/l/Ji Charlotte, NC 28202 ', , , j NC License Number F-0991 � Y5 _ � - ---- ------ ------ ------- ------- ------ ------ -------- - -- -- - - �- EX STING GR UND ROPOS D BR DGE Pl = 180f50.0 _ j EL = 902.43' � DOCUMENT NOT CONSIDERED FINAL K= //'�/ ----- _._ � UNLESS ALL SIGNATURES COMPLETED VC 250' �fi � � fi� �_--�--__'_�` __- D S 8 0 � I P H �--- --- '- � �-- ---� Pl = l92 90.00 __ ��_ — _ �� I I � I I ��--� � i �� � �� i ��- EL = 90 .l5' �. � ..�r ^ � � � � � � � � .� � �. a. �-- ---.�,__.� ` -------- ------ _ . �- -_ K = 3/4 ��� o�� M�N ' - - _ � _ ° �� - _ �� ,�, �� ��� � --� - CL ARANC� ���������� ''-- -___ns=�SMPH ������ �� ��������� � ____ - - -------- -------- - - - � -__----- ------- � _ � ,,,_ � I I I I I I I I I I I I I! �+�0 000'/. �_�3 � -�- .235 � � � � +10.3000' --- � N „ ------- -------- -------- --- -------- -------- -------- -------- -------- -- -------- - PROP SED GR E � ; ,' .- ---- _ i � I li �-- — � — I—�, I' --- -- _ ' =--- - � - _ - — ---, -- --- -- ---, -- --- -- ----- --- -- ---, -- SEE SH ET 14 FOR -L- PLAN 182 + 00 183 + 00 184 + 00 185 + 00 186 + 00 187 + 00 188 + 00 189 + 00 190 + 00 191 + 00 192 + 00 193 + 00 194 + 00 N Z � Q1 N W I I I I I I I I' I I I I � -__�. _. �-__ -�- __-� _y _ : � � � � � � 1 P OPOSE BRID E _ � I EX STING GR UND � � � � � �� � _ _ Berm Ditch W/2' Base � - ���--°��--�:�` W/Rip Rap; @7.82% � i . � - '-- ---� � Pl = l93 40.00 .: — — ' _— ---- — —_ _ � — � � � � � � . /` � , ' ' , � � � � . _ - — � � — Pl = l8 f��.�� ' � � � � ` � . ------ �--�� — — / � � - - _ „ Wr eerrn pit . EL = 90 .78' i �i ��.. � 1 -------- — . __� ___. ,- - EL - 3.26' � � -_" _ -- � - � '�e@4•3, _ _ K = 332 i _ —'" — - , n �/ /�/ o � — __��__ - K- ii i l7 -�0 ���� 1�,� o __ _ --- _ - � � �'-- �� _ /,/4 � _ I aM o �-- - Vc 5a _ _ CL ARANC - �, �° �° � � `' � - = - � - _ � _ - _ + � � � � -�-�- - DS 76 �IPH a°�o � o N STA 191 + 50.00 RT � ��, � � � � � � --- --- � � I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ` �� , . , , . , , , . , , , , , . , , , , , , , , , , , , , , , , , , , , , , . , , , , , , , , , , , I� ~ J Q �y • . . . . . . . . . . . . . . . . . . �'Y I �a "'��C �.�_ _ — �. ... W N � J e ° � � _ l +� �0% : , �, w �-�3�/470 � " " - l +I .5231% f +10.30 0% ' ' � ' I ------ ------ — � -----�--- ---��---- ----- ------ - � � � � � � � � � � � � � � � � � _ _ � � � _ _ � � � _ I I _ _ � � � � _ _ � � � � _ � � _ _ � � � _ _ _ � _ � � � � _ _ � � � � _ � _ _ _ � � _ � _ � � � � � � � � _ � � � � _ _ � _ _ _ � � _ _ � � ' i Special ut i - - - - _ _ .— _ . ___ � ' - _ � ' _ , o _ � Ditch @0 47% � ' _ _ _ , . I _ _ - _. I - - _ -. . - __ II _ _ - - PROP SED GR E � � - + �; . ------- -��._.�.�.�- --- - � � . � I . . - _ -_. . - - _ - . _ -_. Qw I . - . . . - - _ _ _ _ _ _ _ . - N w __ _ . _ _ _. , -. _ I I I_ I I . II I _ I . _ _ . . _ . - - - - . _ _ -_ . _ . .- - _ - - _ _ - _ - - . _ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . - - - - . . _ _ _ . _ _ . � � _ _. � -�_ i i i , _ I _. _ I _ _ _ _ - _ _ _ . � SEE SH�ET 14 FOR' -L- PLAN 182 + 00 183 + 00 184 + 00 185 + 00 186 + 00 187 + 00 188 + 00 189 + 00 190 + 00 191 + 00 192 + 00 193 + 00 194 + 00 c � � � � � J L.L � i � 0 � i � t � o. L � �. � 0 0 U Z w J m a � z W � t a 0 � � c a� � O O U i � � Q I � � � U Z � W � H � � ! . • • w � H � � O N \ V N \ O .-� w � a 0 � .� � � L U �I W i 0 i O� ti � N i � i C O � � 0 � i a � 0 U i C O � U � � t � � � U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 69 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER �� �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 E'C!'/l/Ji Charlotte, NC 28202 , , j � NC License Number F-0991 Pl = 92+90.00 ! -� = J�.T5' -- ------ ------ ------ ------- ------- ------ ------ -------- ______ __------- — — - — -- - — - - K = 3/4 _ _ � _ _ ' ►/C = l,ll0' _T __ _ _ _ _ � EXIST lNG ROUND � ------ — DOCUMENT NOT CONSIDERED FINAL I i UNLESS ALL SIGNATURES COMPLETED � �-- — _ . _ _. __ � ` - -- - -- � — -- - . _ __ . ___ . _-- -- --- -- � ! _ ��_ �``_ _ _. � �� ��I� �I�-�--��I --- - ��„�s. ------- --- — — — — _ _ _ _ _ _ _ ` , � ��� I i '� � � � � � ���.��� I I ' ��� I ; , � `- i --- P� = 205 +80.0 �III III� � — — — � i _ � � �i i � ` _ — EL 864.4/' � � � � i � i � � ; _ � - ; - _ '. � � � � K 82 �� � --- ----- ___-IC� 1,QGD'_- - . . �� . - ; ; � � � DS 70 PH � — PR POSED G ADE ! � � -- - - � ----- � �•-` ` ------ ----�--- --_��_-- -------- —_�v---- — _ � � � � _ ♦� � � � . i : . - - - �`��, � J3�316� t�+�2.5915� ' ' '' � � � - � ___�-------- -------- -� � - --__ --- --- ase Stream - 1 - Relocation � �� � ` . _ , ---- -- W/Ri Rap @1.8 % ----- ---- � , � STA. 204 54.00 LT - - — ` . � __�LEY.$� 3._� �-- --- - 4'� - - — � �- � _��a- - ��-S �m-----=- --�---� ---l�eToc tion W�� . - ST .204+54.00 L p pp @�.69% � ELEV.852.93 9 _ - _ — ------ --- -- ----- --- -- ----- --- -- ------ � �-- - - '- - . _ --� , � --- ---� _ . SEE SH ET 15 FOR -L- PLAN 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 N Z � Q1 N W I I I I I I I I' I I I I � PI= l 3+40.00 ' -_� _._ �-_ � , � �� �� � �� EL = 5.78' , -�--_- ---- , ►/C = 45' - - _ � � _ � � � � � ,I ; ,I ; , ,I I . DS = 6 �PH EXIST lNG ROUND _ , , , ------- -------- -------- --- : ___ . -.�- --�� � � � � � � � � � � � � � � :. �'�3./47 • � � - — � � ' ' ' � — • ���� I _ _ _ I I _ _ . I � --_ �_, -, -- ��� ---- � -� --- ; � . ���� ��� - -- - - _ � �_ ------- �� � - - O � �. � �� � o ����� . _ _ _ o o - - - _'_'_ . _ I_' _ _ _� � �� ! �� _ � _ _ + � — � - 205 + .00 �O ���--- � �, . _ m--- � - � o � Q W � - — � _ , , L = 866.7 ----- : , ��� ��� H J � — + • v� iy � � _ _ � � - l83 _ _ � �, � __ _ _ __ _ . _ _ _ ----- _ __ __ _ _— _ _ -- ------- �� �� _ • _ - -- - � _ — - _ _ �� � J , _ , � � , _ . : ►/ - ,,pqp� . . . . . . . . . N� W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . � . . . . . . . . . � . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . - �./ - - =-�� +�-- . � � -- I . _ . . !I - � - - - - - i _ I � , I _ _ _ � _ , � _ _ PR�POSED Gf�ADE � � � � � I _ `� ` , � -~ . � - . ` � ` ` ��� -�.-.� _ �.�_ � , .� . --- . . - � : : : - - -_ : _ : _ - : _ : - _ : � � � ` � ' � J3✓`{ % ( +12.�6�tl• _ _ _ _ __ : ` . , � -- : � � � � i : , � , ���� BqSF�/, : I �� j ` ___ -- - _ ____ _ _ __ __ . ____ _ __ _ .— ----_ __ _ _ _ � _ _ _ . � `. -�- : : : : : : : : : : : : : : : : : : - -- � � 1 � 2'86% O � o ��� . _ . + • . - - - - - _ _ — — — - o - ` � � � . - -L -'-' - -._��. �._ _��. �_ ---. . -_ _. .� i � i i i - Q� � ` --- _ _ -_ _ — _ _ —._ __ -: --. _ . :-. _ . Q W ` -. _ i i i i � I I� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N W . . . . . . . . . . . . . . . . . . . . . . . . ` ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . _ _ . _ � � _ -�_ _ _. � i i i � I � �� � �� �- �� - � _ � � � � � � � � _ _ _ - _ _ _ . � SEE SHEET 15 FOR' -L- PLAN 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 c � � 0 � � J L.L � i � 0 � i � � � a r � a � 0 0 U Z w � m a � Z w � t a 0 � � c a� � � O 0 U i � � Q i H O � U Z � w > H � � � � 0 O 0 � w � H � � O N \ V N \ O � w � a 0 � .� � 0 L U �I W i 0 i O� ti � N i � i C O � � 0 � � a � 0 U i C 0 � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � gi e g . n n erin , nc o e aro inas U-2579D E& F 70 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - ; N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � _ , i-- i �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 __ ', , , j � NC License Number F-0991 _. . _. . � � II IIII IIII IIII � _ _ _ . .. --- -------- ---- � � � � � ` ------ -------- -------- ------ -------- � --__ -- �-- _ _ — _ _ _ - _ , _. _�-- ---- -- ���_ __--I— - � ��� �� i � � -- -T - � - � �� �' � i � � �� DOCUMENT NOT CONSIDERED FINAL � _�__-- � ------ � � UNLESS ALL SIGNATURES COMPLETED I ` _ - - ; EXIS lNG GROU D - �i -- - -- __ � � - � - --- � . . � � � �� �` �--� � �I � i -�--- ---.-- �� ���` % i i �� � ��� ��� - .�` � � _--__- ------- -- ------ -------- ------- ----- -------- -------- -------- Pl 205 +80 0 � � � Pl = 20+20.00 �� � � �i EL = 864.4/' j -� � _ __ EL = 90%73' - � - ' K /82 � � , � � - I -� =--�� -- �� I K = 49 j -- _ _ � DS = 70 M - � -- -- -_.- -- --- ; � � . _ _ ,. � � DS = � 70 PH � - � � � . i � ' ' ------- _ _________ i 9 - . � CULV ERT HYDRAULIC DAT A � 15/ � � � - 5' x 6' RCBC NOT BUR/ED � � � i � � � i � � � � � � � i' � i � (+)2.5 _-._ _-- -- �,� / - PROPOS D GRAD E � � � � � � � � � � _ � . , / ' DESIGN DISCHARGE _ l90 CFS ' , , - / DES/GN FRE�UENCY = 50 YRS '" � DESIGN Hy� ELEVQTIOIy = 8532 FT --- ___ __- _ ��` / � � Se O� � 56°�° o BASE D/SCHARGE = 200 CFS I I I ;, � � i _ / � - ' 3 �d,p � o BASE FREQUE1�1CY = l00 YRS , � � , , , , - _ 5' X' RCBC � �' J ���p ___ �� j BASE l� ELEVATION = 853.7 FT � - N o B U R I E D ,, � o. o O V E R T O P P I I y G D I S C H A R G E = 4 5 5 C F S .---- --� - -- �� — _ �j� --- •� o � N o0 OVERTOPPIIyG FRE�UEIyCY= 500+ YRS . . � "� 'r—�- 4.' Bds @t�.85 ° o�o o. _ _ � w � OVERTOPPIIyG ELEVATIOI� = 860A FT STA. 2�7 + 32. 0 LT ` Ra +�: i i i ELEV.848.24 �� p -- �"�' '. i � i _ N� . I I I I j I I . I I I i i I I i I i - -- STA.207+ 0.00 LT -- -- -- Q,> -- -- ----- ELEV.849.0 N W - -- - - - - - - -- -- - - - ------ - SEE SH ET 16 FOR -L- PLAN 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 N Q N W I I I I I I I I' I I I I � I I I I I I I I I . -�� ___-� � � _ �`��Z Cl.Vl7-- � � � � � � � � � � � � � . . _ _- ---- --- - _ EL = 90 .40' i i i i i i, i i i i i ��� —� � � � __ i : , ��` � ; . K_24 , , , . �� I I -- _ -- ____-___ . � � -- -- _ _ � � ` - �C - �,p p� - � � -------- __.----- -------- ---- � - - � � DS = 7 PH - ___ .___._ � � � � � � �� i � � � �� � � � � � - �` - - :: � � , �� � � , � � -�` 6I.+ _ � � � � �Z� _ __ _ _ __ � - _ _ _ _ _ . - __ _ __- - -- � l _ � -------- ------- ---- -__----- - / _ __ _ I - --- I � - - — _'_' _ ♦ ♦ _ _ - ♦ - - - _ ♦� Pl = 05 +80.00 ' � � _ _ � . .- - _ � - � ft-- 6�5'- i � - -� _ : K - 83 : : . : : � _ _ : _ - --- _, _ .---- ---- _ __ _ _ . _ _ _ — _ VC = 1,040' _ . _ . - /� i - - , , , - _ . _ _ , , � _ �, -- . . . . 5=70 PH �� � � _ � � _ . i � - _ _ _ _ _ . _ _ _ - - - - . i � _ j � I I _ _ _ . -� I _ _. - - -- - - � _ ------ -- f . 6% � - - � +�2.� • : __ _ - _ _ � _ _ ^ � _ __ PROPO ED GRAD _ _ : ��-- i_ i � �: _ i i . - : : __ __ : / _ : ____ _ .— _' __ _. _ _'___. ___ - - __ __ --, - -- __. / _ . 4' BASE ITCH : : / ` � : : — — — — _ _ __ @ 2 .86% _: -- - : - _ _ - - _- _ _ - --- -_ _ _� _�_-� _ ��_�_ ��_�_ � � � � i -- i i i i i ' , �' � � - - - - . --- � � - ---- � � � ` ��� . _ � ' - - - - - - . _ �. 1' , _ I . _. _ I _. - �_ ST .206+57.00 RT _ _ _ _ . 1 E�E .s5s.so SEE SH�ET 16 FOR' -L- PLAN 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 c � � � � J L.L � i � 0 � i � � � a r � a � � 0 0 U Z W J m a � z w � � a 0 � � � � � , � O O U � � Q i H O � U Z � W � H � � � .--� N O �O w � H � � 0 N \ V N \ O � w � Q 0 � .� � � L U �I W i 0 i m ti � N � i C O � � 0 � / a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � gi e g . n n erin , nc o e aro inas U-2579D E& F 71 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - ; N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � _ , i-- i �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � ; E'C!'/l/Ji Charlotte, NC 28202 ' ' - PIPE HYDRAULIC DATA ' Nc ���ense Number F-og9� 48" ReTnfo�ced Conc�ete Plpe Sto.222f75 ! DRAIIyAGEAREA = 352 AC -- ------ ------ ------ ------- ------- ------ ------ -------- DESIGN FREC?UENCY = 50 YRS - — — - — -- - — - - DESIGN DISCHARGE = 90.00 CFS � _ - DESIGN Hy� ELEVATIOIy = 85229 FT _ _ � � l00 YEAR DISCHARGE _ IOOAO CFS T � l00 YEAR Hy� ELEVATION = 852.66 FT DOCUMENT NOT CONSIDERED FINAL � -� � OVERTOPPING FREQUEIyCY= 500+ YRS _. ' EL = 90%73' OVERTOPPING D/SCHARGE = 38733 CFS EXIS l G GRO /�D UNLESS ALL SIGNATURES COMPLETED ! OVERTOPPIII�G ELEVAT/OII� = 880A0 FT i- --- - -- - -- � K 249 , - - ,_ - —��� ---- `-- _ _-- -- � � : VC = 1,060' � I I I I � � -- --- ------ � � DS = 70 P --- - � � : �� - _ -- ��` � � � � �' .6692'/. __ � `� �+�2.5915 • , � i --- -- �----- -- _ _ _ _ � � i I ����' ��` �� � � �, ; i� � I- �♦ _ � ' �� � � / i _ _ ---- `---- _ - - ------ -------- --__ --- ------- _ _ _ _ ♦ � ` ♦ - -- . __ i � --- --- ' �� ��� �� / _ _ � � � / �� ( . � � � ; _ _ � � � � � _ --- - _ ___ __ �.6692/. � _�._-� --- - - ---� -- ----- - ---��--- --_� �__ _ �` �I __ —___ __- - � — ♦ - �� - � __ _ � � �� - � �� �I II I I �� i i -i 'i �I �� il il il il I il �I i�! � i ii il i il il i �� i�! il I i � � � --- _ - PROPO ED GRAD - _ �� ------ -------- --- — --- -- ___ � � � � ♦ : ��� , i � �i ► � , , , , . `�� --�— � _ � . 48' CP � , - — ------ --- -- ----- --- -- ----- --- -- � �-- - --- li i- - i --- - I -- --i I ---i _ - -I� I� --- --- - SEE SH ET 17 FOR —L— PLAN 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 N Q N W I I I I I I I I' I I I I � I I I I I I I I I I I I I I I I I I I I � � � � � � � � i � � � : : ; : � _ , , � � . _ __ _. _ _ _ - — - - ��# EXIS l G GROU D - - ' ' � E = 902.4 - . _ .. K= 249 � � � � � ��...� —�'-- �--� _ , , -- � V = 1,050' . . _ __ _ _ . _- - _ _ � � � _ _� __ - � _ -70 - H � --- --� ` - -- _-- _ _ � _ _ 6�• � _'_' . I �/ I _ : I -�� ```� _ _,._. - - - _ _ / � ( i�) - - - _ _ � (-�/,ss 2y - - � i i - I � ------- -------- -------- - � �. � � ' � � '� � ! ' , - I � �♦ _ _ I _; - ,---_----_ � \ _ � . _ _ i i ♦ : � I � � ' a � . / : � ` I ` ' ---- � . I � i ' � ` _ —. - _ � `� ♦ _ i I I � �, `� � I _ _ � � _ -. � _ - � -___ _ , � � _ � � , � - /.6692'/. �` �� , - -oe�.eo-- -�.�°e�.�, - . �� I / _ - . � _ . -. - _ � _ _. _ ,: — _ �i — — _ _ I I I `� I �� : i : I : . i � � � PROPO ED GRAD - -__ _ __ --- - ___ __ ___ I �_ . � � - - -- � � I � _ . -� _�_� - _ -L'-'--�'-'- - - - -- - . - _ - . - - � � � � � — _ _ _ _ ♦ � � � -: _. . _ _ _ . _. _i i i i i i i i I i ♦♦ ���� � - - - - - . _ _ _ _ . � �_ _ i i i I _. _ I _. _ .- . _ _ _ - _ _ _ . � SEE SHEET 17 FOR' —L— PLAN 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 � � � a r � a � O Q 0 U �' z � � w ;; � � m � a � w z � w� �� � a 0 � � � � � � 0 0 U i � � Q � � 0 0 U z w > H � � � 0 N \ � N � 0 � w � Q 0 a � � � � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 72 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 9� O � II � �l�l�e ENGINEER ENGINEER --- � l � �r�,� T STV Engineers, Inc. F L AT I R O N 100 900 West Trade St., Suite 715 " --- __ ��J�.6�� 1 V E'C!'/l/Ji Charlotte, NC 28202 - - • � NC License Number F-0991 _ _ - - �-- � --- - � 900 � �_ --- - � � � ------- ---_ -- _ __ _ _ __ — — — — — � ---- _- --- -_ � ^ — � � � _ � � -- -- - -- -- - -- - - � � �� -- -- _ _ _ - � � - � ; � � , ,. �� , � _ _ _ ____ � H�IO BEGIy B R� '� Dl CH_LT __ � E D BE V D/TCi LT ` �__ _______ _ DOCUMENT NOT CONSIDERED FINAL STA.233 00.00.EL= 07.73� $TA.236 Jr' �.��.EL= �2.�� \ �� � Pl = 24� 9�.�0 UNLESS ALL SIGNATURES COMPLETED � _ _ _ � ` - -- _ � - - - _ _ ' ' ; EXISTIN GROUND ' EL = 86 J8 - -_ _ __ __ _ _�; /�---., � � . . � 880 880 � � � K = l87 ------ I � � ►/C = 38 � � � ��� ` DS = 70 �IPH _ � � �� ��� � � _� 870 � I I I I I i �` � 870 . --- ----__-- -------- -__��_-- -------- -------- -------- -----___ __.�__- f -------- -------- -------- _, PROPO ED GR �-��.6 92'/. ' i _ f � � l J0.364//. � ' � � - - � - - i i , � � _'. - 860 _ _ ��_ - �---- -- �� --- , --- .� - . _ _ _ . ---- � � _ _ .� _ � _ `— ^ ` . _ ; , � ,� -I ' I � � I -- , 850 RT HY l T - - — _ _ _ _ ��,92 py ` _ ��__ 850 - CULVE DRAUL C DA A �� - -------- ------.-_ �--__�- _ � - - ----- � _ � . . � � , . DESIG DISCHARGE l90 CFS BEGI 4;LATERAL ASE D/TCH LT r N = N � - - - _, _ � � � - �_� -_ � - - � - --- — - � / � � I �I �I I �I II �� i I '�! �I I i DESIGN FRE�UENCY = 50 YRS ST A. 24/ +D0.00, EL = 52.35' `" � � PI�OPiOS_ _ 5_x 6 _B+C ._ 840 840 DESIGN Hy� ELEVATION = 853.9 FT ' � ���/./�- ��.� � � ��z _ _____ � � � BASE DISCHARGE = 200 CFS STA.242+85.00,EL 848.80' BASE FREQUENCY = l00 YRS BASE Hy� ELEVATION = 854.1 FT , I , , 8 3 O OVERTOPPING DISCHARGE = 394 CFS --- . . _. _ -. . . ----- -. . _ � 830 OVERTOPPING FREQUENCY= 500+ YRS . 0►/ERTOPPING ELEVATION = 865.9 FT i i _ ----- --- -- ------ i � , , =- - - - = -- -- -- - --- -- - --- --= - S E E S H ET 18 FO R -L- PLAN 82 0 82 � 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241 +00 242+00 243+00 244+00 245+00 246+00 N � I N W I I I I I I I I I' I I I I � 910 � 910 _ � ��_ _ -_ �' , �� �� � �� - 900 �� _ 900 �.�` I I - /��` ,_- ,- . , ♦ ' i, � _' � ' �; ' i ' � i ' �i, i � ` i � _. �� i �� ; 890 -- � � P� = 240 90.00 � � ' 890 _ � ` --- - � � _ � , �� - � �� �-- _ _ ----- ------- � T _� i _ ! � �� � - i i - ��� � -- � _ � � K = l93 . � � -- ; ; } � � � � �� = 38 ' � � i i i � i �� i i �� �� i �� � i i � �- ------- --- ; — 8 8 0 --- -- -- _- _ _ _ __ EXIST G GROUN � � ' DS = 70 �PH _ � � _ _ � � , ___ _ - � - � .- 8 8 0 ------- ------- --- -------- -------- -- _- __ _- _ - - - I ` - - - _ / _ ii� _ — - - _ �� � � ,/ _ _ � � _ _'_'_ . _ _� �_' _ � _ __ � _ �� ^,i � � 87� ' � / 87� � ------- -------- ------- -------- -------- : : . : PROPO ED GR � � � -1/,6 92'/. � f + .3005'/. � � . . . . . . . . . . . � '_ _ `�� �` //� 860 _ �- �. � 860 _ _ _ _ _ _ . ___ _- � � _ _ _ _ _ _ _ _ , . - , � � � , � ,,'' � - Pf�OPrOS 5' X 6' � � ' _ -. . -__ — _ _ _. -� - - - - - 850 - : .� 850 CULVERT HYDRAULIC DATA . � - _ � _-: - - _ DESIGN DISCHARGE _ l90 CFS : _ _ _ _ _ : , . _ _ -- . - i _ . .-: � , � r � � _ , DESIGN FREQUENCY = 50 YRS - � , � , � : : _ - - � �------- - - - --. -- -� 840 ____ _ __ _ _ ._ ----___ DESIGN ELEV AT lON = 853.9 FT _ . , -- BASE DISCHARGE = 200 CFS : : : : : : - - : - - __ - ' BASE FREQUENCY = l00 YRS - - : -- - : - _ _ . ---_ -�_�_� - _ _L�_�__��_�_ BASE Hy�l ELEVATION = 854J FT -� '___ - END 2' LATERAL ASE DlT H RT - :-' :- -� � � � � � �. �,, � 8 3 0 OVERT OPPING DISCHARGE = 394 CFS T 4+ = 7 8 3 0 0►/ERTOPPING FREQUENCY= 500+ YRS _ _.�_���__ _ _�-��r-- -�.�_�._. _ _ END 4' ATERAL ASE DlT RT f 0�/ERTOPPING ELEVATION = 865.9 FT : _ : _ - - _ - _ �- . ST A. 2+05.00, EL = 84/.05' _ _ _ _ � HZ O SEE SHEET 18 FOR' -L- PLAN 82 O 233 + 00 234 + 00 235 + 00 236 + 00 237 + 00 238 + 00 239 + 00 240 + 00 241 + 00 242 + 00 243 + 00 244 + 00 245 + 00 246 + 00 � � � a r � a � � o Q o� U � Z W � � m � a � w z � W H � � � a 0 � � � � � � 0 0 U � � � Q � � 0 0 U Z � W > H � � � 0 N \ � N \ 0 � w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 73 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 93O � II � �l�l�e ENGINEER ENGINEER � l � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 920 � -- ------ ---�� �-��# ,�s�-- �---- ------- ------ -------- _ _ - _ _ _ - _ sr�.2 �+50.00, �=9o�.�a -- - - ; -T - - - - _Y6 _ , - �I� O , -- — —�� ���— -- — -- — DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -- � PR POSED BRIDG _ . i i . i _ . _. . _. __ � � — � �'- — — � -� , -- - / v ��`` _ — _ —_ _. ._^ ! . . . ` I < � — 900 �� I-� � � I I � I I-I--� I I 900 � � � -- - -- ---- — � � ` �' �� ` � ��� ' �� � ���-- � �� � � � � � � � i�'� ` r �� -- J6"8S Q� `� ' ' '' ' .�,` 890 � � � � _ 1.� __ 890 --- � � ' �---- - _ �-7� - --- ------ ----- t _ ^ -- , � -- � - � �1�� �. � � / �� ' � I � ' `i I ---�� - � � `� ` � � � � � - - -- - , / - ��� 0�� M�N _ , _ -- - , -- ♦ � 0 ---- —� + ` / � 880 - - � ` � CL ARANC �' -- -- � _ --- �� ---- --a �-- - ------ -------- ----.�-t� --��-� ,�� -.�.� --�� --- -------- --- , 8 8 0 - P POSED RADE � � --�- - STA. 60+OOA0 EL=884J7 �' . ` / ` . ---- - _ � / . f +12.� �• `� � + // 870 � l � �� . 870 ____�.__ __��--- ` -- ------ ---�___�_ �_------ - +. . . - __ ___ _-_ __- ____ _ . .__ - _ __ � _ � � � ��� ��'; ;'� ,i Pl= 25�+47.00 - 860 EL = 8�3.94' - �- _�_ _ _ f� _ ----- 8 0 vc = 3 a , , , . DS = �IPH - 850 : � 850 — ------ --- -- ----- --- -- ----- --- -- ------ I� i-- - - - i �- - � I II � -- -i I - I-I� I� --- --- ' - $4O SEE SH ET 19 FOR -L- PLAN 84O 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 N � I N W I I I I I I I I I' I I I I � 930 � 930 _ � ��_ _ -_ �' , �� �� � �� - 920 = 920 � �� � ���� � � � � �� � � , . _�_ � ��� � � � , � : : �� : B UX MO NT AlN RD : , ,; 910 � __ 910 � � � � �:� „ � � �� �� ,, � , � � �� � � � � � � � �, , ; � �� �� � � � 9 0 0 �� __ i � EXIST lNG � GROUND , � � � � � � _ ___ � � � 9 0 0 - - � -- __ � _` � � � � �' ; _ i _ __ — _.__ � _ i __ _ , �- — � — ----- ii _ _ � _ _ � � , �� � i ` ` i ! �� _ ` � �� � _� �-..r— / _ ., �� _ _ - ♦ - - _ ^ _ — __ , , _ _ � � 890 -- �' � _ _ � i � . � 890 //�— I _—� � � �// � / `� I I I / / � � ' _ ---- _ �� �� _ _ __ _ . ��—__--� ' ` _ __ � _ -- `� _._ ♦ . _ i _' ' � : _ / __ : : -: _ ~ � _ � 88� . `♦ � � � � � ♦ / � � —��� /�� o ` 88� _... ------ : : � : � �'` _ , PROPO ED GRAD - �� � - l C EARA E : _ � � _ _ � / � �� � - � ' ' _ � . � i _ � — — -- - _ - _ �/ , , , � � . i � / f i + % � +�2'� � 870 � 1 005. 870 _ ` �+ � _v � .�� / ��.� -------_ � .� . -- -------- ----�--_- --- � ' __ _ _ _ -- - � � _ . - � . . _ - _ _ -- � - _ Pl = 25 +47.00 __ �, . _ � i i i —. _ i , i , , _ : __ _ _ _ EL = 8 2.76 _ _ __ _ __ _ - - -- - _ . --��_--/� ------ - - - - . - _ _-- VC = 3 0' __ _ _ _ _ _-_ — — - ---- -- --- -- i � i i i — -- — _ --_ _ _ __ _ - _ -_ _ _ -__ DS = MPH , , _ __ _ _ _ _ _ _ __ �_ - - _ . . 850 - - - - : 850 _ _ _ _ . _ _ . � � _ _. � —�_ i i i , _ I _. _ I _ _ _ _ — _ _ _ . 1 H4O SEE SHEET 19 FOR' -L- PLAN 84O 247 + 00 248 + 00 249 + 00 250 + 00 251 + 00 252 + 00 253 + 00 254 + 00 255 + 00 256 + 00 257 + 00 258 + 00 259 + 00 260 + 00 � � � a L � �. � � o a o � U � Z � w :: � m � a � w Z � w� �� t a 0 � � � c � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N � � N \ O � w � a 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 74 CULVERT HYDRAULIC DAT A ' ' � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � - - N.C.B.E.L.S. License Number: F-0116 r + ROADWAY DESIGN HYDRAULICS 93O I I I � �ip1�Q ENGINEER ENGINEER -- DESIGN DISCHARGE = 220 CFS - , , -- DESIG FREQUE CY = 50 YRS � STV Engineers, Inc. F L AT I R O N N N STv 1�0 900 West Trade St., Suite 715 DESIGN hry� ELEVATION = 867.2 FT ; � �� Nca�°tenseNNumbe02F-og9� BASE DISCHARGE = 230 CFS - _. __ I , 9 2 O __ BASE FREQUENCY = l00 YRS ,, BASE Hy� ELEVATION = 867.4 FT -------- __��_� . — -�� �-� ---- ---- BE lN 2' BAS BER�I ITCH LT 2.6867 ST A. 26 00.00, EL 9/5.65 OVERTOPPING DISCHARGE = 853 CFS �j � _ — - - • - - � _ _ +10.7333' - - - - � OVERTOPPING FREQUENCY= 500+ YRS -- - — _ ST 272+00. , EL=9/l.8 ' _ BEGIN ER�I '�/' ITCH LT ' � 91 O __ OVERTOPPING ELEVATION = 8�.8 FT EI D E� �� D TCH LT BEGIN BER�I '►/' ITCH LT ,� i I I I I_I_I __ ,_ _ _ DOCUMENT NOT CONSIDERED FINAL � ' STA.2 6+50.00, L=9/4.55' STA.2 f��.0�.E =9/5.65� � ,�` ,� UNLESS ALL SIGNATURES COMPLETED . _i '���--_ �, _ — — -- —. - __ . — _�� - � - - � '/� — � ---- �,�— ---- . ♦ . � i I ♦ `� � I. I !.. . J. „ i I II / � II � _ ` �� / Q �� / � \ \ I 900 ��'� � � �� �: ���9:`' ____�� � � I I � q00 � � , � ,I -- — � _�--- -----�--- ------ —�----- ` , �'`��--- ♦ � . � � . / �� � � � � � EXIST NG GROU D � � / ' " � � - - � � � � �� � . 890 , � �` , .- �� l+� .4126% �-1/.�/3 y, 890 _.� � -- � j--- -- � - ------- -------- -------- ------- - ---- � �/ + ` I� .I . —�/ � / .._ � � - _ +)2.4469� — —' -- i l __ ' ; -- � - Pl = 73+47.00 - , I � ' _ '. �' i I EL = 89/.78' , 880 880 -_� -- --- , , ------- ------- ------ ------- - --K _ - �----- � � � � Pl = 265 , 40.00 ' � , i _ , � ROPOSE GRADE ,, � _, - EL - 888.45 _ VC = 550' DS = 70 �IPH _ __ _ i K= 248 ,� � � � � � � 870 . ♦� __ - _ , _ END 2' BAsE ER�1 DlT H LT � � 870 _�� _ __7 _ i � �--- � -� � ��- DS = 70 �PH 1 �� � T 69+80.00, L=89/.�' � � _ _ � f _ � � � � � � � � - � __ / . , I � I I I I I I � i I I I I I I � I I . i li il li � ili _ _-_-_ _. ��` , \ I ' 860 ---� _6.� _ 860 _, 1 ��,� I i I I I I i � J , , , , , J -- i , 850 : 850 — ------ --- - ------ --- -- ----- --- -- ------ I� i-- - - - i �- - � I II � -- -i I - I-I� I� --- --- - $4O SE SHEET 19 & 20 FOR —L— PLAN 84O 2 61 + 00 2 62 + 00 2 63 + 00 2 64 + 00 2 65 + 00 2 66 + 00 2 67 + 00 2 68 + 00 2 69 + 00 2 70 + 00 2 71 + 00 2 72 + 00 2 73 + 00 2 74 + 00 N � I N W CULVERT HYDRAULIC DATA � � � � � � , � � 930 � 930 - DESIGN DISCHARGE = 220 CFS -� DESIGN FRE�UENCY = 50 YRS � - DESIGN Hy� ELEVATION = 867.2 FT _ � ��_ _. -_ I � � � � � � � � �, 92 0 BASE DISCHARGE = 230 CFS - 92 0 -- BASE FREQUENCY = l00 YRS BASE Hy� ELEVATION = 867.4 FT �, � , . OVERTOPPING DISCHARGE = 853 CFS � - . '-- � � �� � �, � � '�, � 91O �ERTOPPING FREQUENCY_ 500+ YRS - I � E lSTI G � OUND __ OVERTOPPI G ELEVATlO 894.8 FT 91O N N „ „ �_- ----� , � � � � � � � , , � � , , � � - _ --- � � � - 900 __ _ : __ , , �� � � _ _ _ _ - � �----- ---- ----- , 900 _ _ ` ` _ _—� -------- -------- -------- --�--- ._ � � — -- ` _ � / / `� � `� `� I . , ' / i i - _ —� - — _ � _ _ _ _ I v . _ - - � - _ � � ��� � ! ! ` � � - ' ` ��� � l+1 .4/26% �_ . � ' ------- -- �%�i3 i--- �-- 890 / -------- � . l +10.4/26 � • � � �� � - : : _ : -- _: :__ : - �+)2.�6 � � ; i � _ _ � �- � � 1 � � _ . _ i 880 _ � ��� _ - ; � Pl = 27 +47.00 880 � .. � -� �- ,�- ------ ------- _ — — _ , ,� � _ . � � � Pl = 26 +40.00 _ _ � � � � � _:_ _ : _- _ K = 2 / - - - - - - , EL = 8 7.2T �� � . � ( +)2.�6 �• _ ♦ _ , � � � � - _ _ , _ � VC = 5 0' - ' ' � � ` - _ _-- � ____ _ K - 24 _ _- - - _ �/ I DS = _�IPH _ 870 8 70 ----- � — - : ` _ . �.-���,- - � � -_ � - : _ : - - �, DS = 7 �IPH I �, - � i � - - � _ . _ _ _ i _ _ _ � � � I I - I . . .I ____. ___ - -_ _ _ _ __ __ __ 860 ------ _ -- - - 860 � -� -6'�C � _ : : : —� � : : : : : : : - - - - -- - ._ _ __ __. _ _ _ . ---- __ _ _ --- -L-�-�— --L�-�--��-�- _' ' /^�� ' ' ' ' ' -_I - -- -- — _ —_ __ _ -. --. _ - _ _. _ _- _ . _ _. _ i i i i i - i 850 �' - - - - : � � � � 850 _ _ . _ _ . ! _ _. _ _. i - - -�_ i i � I � � I � � � � � � � � _ _ _ - _ _ _ 1 H4O SE SHEET 19 & 20 FOR' —L— PLAN 84O 2 61 + 00 2 62 + 00 2 63 + 00 2 64 + 00 2 65 + 00 2 66 + 00 2 67 + 00 2 68 + 00 2 69 + 00 2 70 + 00 2 71 + 00 2 72 + 00 2 73 + 00 2 74 + 00 � � � a r � a � � o Q o � U � Z � w :: � � m � a � w z � W H �� � a 0 � � � � � 0 0 U i � � Q � � 0 0 U Z � w > H � � � 0 N � � N \ 0 � w � Q 0 Q � � � � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. 42" RC -lll StO. 2 5+88 HDR Engineering, Inc. of the Carolinas U-2579D E& F 75 DRAI AGE AREA = 0.02 SQI�I � � ; � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N - - - N.C.B.E.L.S. License Number: F-0116 r + ROADWAY DESIGN HYDRAULICS 92O DES/GN FREQUENCY = 50 YRS �I j�I � �lpl�e ENGINEER ENGINEER - DESIGN DISCHARGE = 36.9 CFS l i i -- STV Engineers, Inc. F L AT I R O N DESIGN Hy� ELEVATION = 879.9/ FT � ST�% 100 900 West Trade St., Su�te �,5 l00 YEAR DISCHARGE = 39.2 CFS �� cnariotte, Nc 28202 , i NC License Number F-0991 _. _: __ 910 /00 YEAR Hy� ELEVATION = 880.0/ FT i - OVERTOPPING FREQUENCY = �500 YRS -- ------ ------ ------ 0�/ERTOPPI/yG DISCHARGE _ 160.29 CFS _ __ __ _ _ � Oj/ERTOPPING ELEVATION = 889.23 FT � _T _ _ _ _ - -- I ' / / �IOO � Pl = 278 90.75 _ �_ �e � Q� ���_ _ DOCUMENT NOT CONSIDERED FINAL �� = t� UNLESS ALL SIGNATURES COMPLETED ;� _ ; ; ; _ _ K = �82 - -- - -- _' , E�. = 83.44' ___ �� _ 3 E D BRl GE i � � _ . . _ . _ 890 Y y . _ � PH -- ST A. 286 +2 .37 I-�- -� I � g 9 0 . -- --- .. � - -�$ ----- - � , � IIII IIII II II , � � � � � ' 880 - - - - - � � _� _ _ I � � �'" ` �-�/ /39'/. � ° l + 0.3002'/. 880 i ------- ------- - - .-� _- - ------- f __ _��- _ -- - - � - � �� -- ------ -------- (+.���' � � �� � , ,, END LA ERAL 'V' ITCH LT I I I I I I I I I I I I I I I I I I I I I I I I I ; ;; ;; _.� � � �I - �� � - ST A. 279 50.00, EL 859.53' O _ � � � BEGIN LA ERAL 'V' ITCH LT �� BEGIN L TERAL 'V' DITCH LT i_. 8 7 0 _ ��� - � ST A 28/ 50.00, EL = 60.97'--- - ---- ---- I', _-___ 8 7 0 D Z�T � '�'� �T--- , • -- � _ � � � . TA.274+9 .00,EL=8 4.97' � � , - , - -, __ , .� . _ -- ,�_�� = � r � _ i i . _ _ _____-___ __--- --- i i i i �� � + � i , , , i / 860 _ � i'�'io.� ooi ' - -- � _ 860 -- --- �• a - - -- --- -------- -------- -- --- -------- �_�_ CULVERT HYDRAULIC DAT A � �- j _ �_. �_.__� � . _ � 8s�• - � _ -� ___ ---�------„-___�_ _ • _� I�ILL REEK - � �_�'' - DESIGN DISCHARGE _ l60 CFS � - - - - � - ' + � ---_- _ r-2✓ii i ___ ___- ° �0.4500°. � � � -� 8 5 O DESIGN FREQUENCY = 50 YRS ` - ' - _ - - " _ - _ 1- � 8 5 O �� _,�� DESIGN Hy� ELEVATION = 860.5 FT ' ��__ . . . . _ � - � _ - �� - . _ ,PRrOP�OSE � �X T f�CBiC _ _ -_ _ --- -- --- ___----- -- � --- - -- --- --- -- -- ----, - --_ � _ _ _ ___ ___ _ BASE DISCHARGE - l70 CFS � rr /E/�1 � + _ . ,I � END ATER,4L ' DITCH L ��� / , BASE FREQUENCY = l00 YRS STA.2 3 00.00, E 854.54 - STA. 85 +15.00, L=850.00' `; . BASE H y�l ELEV AT lON = 860.7 FT , END 4 L T ERAL B E DlT C LT � � _ 840 01/ERTOPPING DISCHARGE = 547 CFS � . - - S_A. 286 75.00� EL 852.55' - T -- -- - - OVERTOPPING FREQUENCY= 500+ YRS EGIN 4' L TERAL B E DITC LT - OVERTOPPING ELEVATION = 883.6 FT ' � �; TA.287+ .00,EL=B 3.00' - - ------ --- -- ----- ' '-- - - -_ �- - --- - -- --� ' - �� H3O SE SHEET 20 & 21 FOR -L- PLAN 83O 2 75 + 00 2 76 + 00 2 77 + 00 2 78 + 00 2 79 + 00 2 80 + 00 2 81 + 00 2 82 + 00 2 83 + 00 2 84 + 00 2 85 + 00 2 86 + 00 2 8 7+ 00 2 88 + 00 N 0 42" RC -lll Sto. 75 +88 � N W DRAINAGE AREA = 0.02 SQ�II � � � � � � , , � � 92 O DESIGN FREQUENCY = 50 YRS � - 920 DESIGN DISCHARGE = 36.9 CFS _� DESIG ELE ATlO = 879.9/ FT I - N l lVV V N l00 YEAR DISCHARGE = 39.2 CFS ` `� -_ � � � � � � � � � � 91O �00 YEAR Hy� ELEVATION = 880.0/ FT ' - 91O -- RT PPl FR Y=�500 YRS � ovE o Nc EQUENC _/60.29 cFs ' BEGI BRIDG ; , - D B IDGE OVERTOPPING DISCHARGE _ 889.23 FT �� �� � �-- f I I - L- S A. OVERTOPPING ELEVATION , L T A. 28 57.92 , 285 + 9.45 __ 900 1 j EL. = 8/.48' . ,- L. = 8 2.17' 900 ------- ------- -------- -------- --- - ------- ------- _ 1 � _ _ �� L = 880 7' - ;; � � � � - l82 � � � � � � � � --- - ; , - � � � ___ - - - - 890 _-_ _ . ._. ___ _ : c = 3� _ � ' . ' � � � � 890 ------- -------- � ' gy _-_- S= 70 PH � �_ P OPO ED GRAD I, i `-_- �_` , � 880 ` �---- 1+J0.300 '/. 880 � �'i� ., - ( �) .3��2% -�� _� - : _- : 1 �i �`�- -�` I- -- _ _ .- -- � 0 / �' ` I � � . . '� -- � � � � � � . . . // �� 870 ---� r � � �, _ - - � �--- 870 -�--- _ - . � � • • _ _ _ _ _ _ , ` � EXISTING GROUND �� �� . / , � - - _ _ � � , � ,,�� � i �, � - _ _ _ i -. � - . . ` � � •- : _ _ � �, . � _ � 860 � -. � - : �� .� �' 860 ----- - CULVERT HYDRAULIC DATA • oo�.�.� �. - _ _ _ � DESIG DISCHARGE _ l60 CFS : � � �, ---- � � � � � �- N : �. ---_ ---- .�____ MlL CREE - -' - DESIGN FREQUENCY = 50 YRS -���--�-1 � ' _ _ r � - - - - � � 850 _ DESIG ELE ATlO = 860.5 FT BEGI 6' LATE AL BASE ITCH RT �-�/ 67% -__' �--- / 1 J :_ _-_- -- - 850 N �vV v N � � - PI�P�SE 5' X T B�C BASE DiSCHARGE = i70 CFS . � �r I�iEn1 - __ - . � � � � _�_�-� �. �_ ��. �_ BASE FREQUENCY = l00 YRS _ � i � ---_ __ _ r.� _ _ _ BASE Hy� ELEVATION = 860.7 FT � � : � : � � � � � � - _ -_ _ - -- __ _ _ _ - - - 84O OVERTOPPING DISCHARGE = 547 CFS I � . : 84O 0►/ERT OPPING FREQUENCY = 500 f YRS _ , . _. - _ - _ __ OVERTOPPING ELEVATION = 883.6 FT : - : STA.280 80.00.EL= 53.00' _ �_ . _ _ _ _ - --- --- - -- _ _ _ _ � H3O SE SHEET 20 & 21 FOR' -L- PLAN ' 83O 2 75 + 00 2 76 + 00 2 77 + 00 2 78 + 00 2 79 + 00 2 80 + 00 2 81 + 00 2 82 + 00 2 83 + 00 2 84 + 00 2 85 + 00 2 86 + 00 2 8 7+ 00 2 88 + 00 � � � a r � a � � o Q 0 U � Z � w :: m � a � w Z � w� �� t a 0 � � � � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N � � N \ O � w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 76 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 96O I I II � �l�l�e ENGINEER ENGINEER � l � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 950 � _ - — _ _ _ - _ -_- -- - - -- ___--_____ - - - � � � �� -T . - - - � ��� _ � `�� � �I4O � � / � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED ��� _ . i — . i _ . _ . - -- - i -- _� � � -- — __ ___ . --- -- _- ! . . . I� � -- i, 930 , �__— —� , 930 ,- , � � ��� � � 'i � � � � � i �� ,� 920 � ,� . �, � ���� , 920 ��� � � EXIST NG GROU D �i� �3.7048� ------ � � � ,; _ f ( - i � � � , -- --- i � i / — -- - � ♦ 910 � , 910 �.__; _ -- -------- -------- . _ .— _ o �� — � � � _ - — i i - Pl = 289 90.00 �. � � � . � � 900 E� = 88 .22' ' , , � ; , ' ' 900 I -- ------ r ... , . , �� �. i � � � �. �� ----- --- / .- .. � � �� — . . . . ` / I _ -. � . _ . . . . . . . . . . . . VC = 66 � _ __ .. � � � �' � ,I� II'I i � � II II� i'� �'! " � � �II ' IIIIII Ill III IIIIII ' IIII' 'Il IIII II� III Illi �I' III - DS - 70 �PH i __ . ___ ���� H 9 O __-_____ _1 ��__ __ PROPOSE GRADE ' 8 9 O i _ +�0.3002i � � c +�3.704 8• �i � �i i � , '� , , 880 � _ � 880 � - --_ ,�. � --- _ � _ . � - . . � _ � . � -- --- -- ----- --- -- ----- --- -- ------ --_'� -- -'� '� ------, — _ _ H%O � SE SHEET 21 & 22 FOR -L- PLAN 870 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 N � I N W I I I I I I I I I' I I I I � 960 � 960 _ � ��_ _ -_ �' , �� �� � �� - 950 = 950 ,--- -- , _ , ; �� � ���� � � � � �� � ,� � � , , � _ : � : �— � , _ _-- -- --_ _ 940 ,—_ _.�� ___- - 940 , �� r , . _ , i' � ' - - � � � � �i�i I � I I I i I I I i I I I j � i i � , i , � � � _ i � � � � � � 930 __ � � � � ,—� _ _ _ _ _ . , 930 __ _ _ - _ �� _ , -� i� _ ♦� _ _ i � - - - - _'_'_ . _ �_' _ _ _ _ _� _ _� _ i„ � _ _ 920 , �� , - : : . �: 920 : � � EXISTIN GROUND � � _ _ -- : : - : � � - i + _ END 2' B E BER DITCH T . . : / �8� --. - .- ------ , STA.289 00.00, EL- 85.35 - � ' _ I _ , _ � l3 � . . - - � � - 910 � - - .� 910 - ------- -------- ------ � : I : . . �/�� , : _ _ � _ _ _- - _ _ _ _ � - � + � i � BEGIN 2' ASE BE �l DITCH I RT _ _ _ - _ � ' _ - � Pl 289 70. 0 i � � _� . _� � _ . -� - -- - - 900 � STA.292 00.00,EL= 92.3/' I , � - : 900 _ �� -�83..3 . ,. � _ . . ���� �-- . , , , _ - . � K l83 � _ � � � : - . _ - - - _ � � _ _ _ -._jVC = 620' __ � � / �i _ 'i . i . ' I - --� 00 , _ , . . 890 - - �S - 70 �lP — � +)2.32 • _ _ _ - - � PRO SED GR E . 89 0 i _____ -- - -- _ _ _ __ __ __ _ - - __---- - ---- -------- ____ . ___-- - __- � _ _ . � � � - � - - � -► - - . - ---. . -_ _. - --- _ -. - - _ __ -�-�.-� -. __._��. �.__��. �_ � +� �g34'/. _ ' ' _ _ _ ' -- — : - - ' : '- — —� � � � � � �. � , , 880 �+� .3002% : 880 _ - - - - ------ ---� � ------ ----- _� - - _ % � � _ . _ 1 _. I _ _. � i i _ _ ��' // _ H7O SE SHEET 21 & 22 FOR -L- PLAN 870 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 � � � a r � a �� o Q 0 U � Z � w :: m � a �w Z� W H � � t a 0 � � � � � , � 0 0 U i � � Q � � 0 0 U Z w > H � � � 0 N \ � N \ O .-� w � Q 0 Q N � � � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 77 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 97O � II � �l�l�e ENGINEER ENGINEER � l � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 960 � _ _ _ _ _ _ ;� _T __ _ _ _ _ � �. �I�JO DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _ . - _ . �fi � _ . _ . - -- - -- - -- -- _� -- -- - __ ___ . --- -- --- -- ! _ . �-� '� ! i'� i � l-I--� I I `�� --- i_ � — ----- � � � � ---- ------- � ` ` � � ` EXIS lNG GRO ND ` � �i �' � � � � � _ __ _ _--� � - 930 �� ,',� ��` �, � � ------ � � - -- ------- -- -------. ----- � ----_-- -------- -- � -- -------- -------- 9 3 0 � i� i I �i � I � � � +J0.577 . `` � � J3.7048/. __ ___ _ . �___ ___� - , �� � � � 920 �+ .5�9% ' � � � � � � � � � � � � __ __. � _--�� , �� 920 --- - ------ --____-- --- --- __ - ------ -------- � , - � � _ � � � : PRO OSED GR E : � ; --- � —, _ . _ � � I --a----- ---�— � � Pl = 99+60.00 _ � ` � � � I ' ', � I ____ ; � , , � � 910 ___ �_ � � 910 Ft - � � - � � � _ � _ K= 88 �� �� / — � � � � � � �� � �� — V� _� �� � /� � _ I I I I �� I I� I I I I � I I I I I I I I � I I I�I �� �I �I �I I I I I I!� �� I I I I I I I I I! I I I � � ' / ' , � � � 900 os �o �1PH �, . = 900 ------- ------ � - � � . � � ,� � �� �: : � � � � 890 � � � 890 . �i - — ------ --- -- ----- --- -- ----- --- -- ------ I� i-- - - - i �- - � --- -I I I -- -i I - I-I� I� --- -- - H8O SEE SHEET 22 & 23 FOR -L- PLAN $HO 299 + 00 300 + 00 301 + 00 302 + 00 303 + 00 304 + 00 305 + 00 306 + 00 307 + 00 308 + 00 309 + 00 310 + 00 311 + 00 312 + 00 313 + 00 N � I N W I I I I I I I I I' I I I I � 970 � 970 _ � ��_ _ -_ �' , �� �� � �� - 960 = 960 j i i i i i I I I I I �i � � � ; " �i �i � ii � � � I BEGIN B R�l '�/' Dl CH RT 950 ; B GlN 2' BE M BASE ITCH RT - 950 ---- --- �0/+�� . �L=� . ' ST,� 309 50.00. EL= 39.20' - ' ' _, - - �� � � ;; � �� � � � � � �—�— ---- ���...� i i � � � , , 940 `— _. _ _ __ _ _ _ ' __ ___ ._ __ ' _ _, , . 940 - - ��70 --- -------- ------ �-; ---- = --- --- _ ���--__ _ �� EL = 1.26' - � ' � _ . i � . - — -- -- � -- � " � 0 - - — --___ 3,4 0. . � � 90 -,, __ � �� __ , , —�_ - - - - - _�_�_ �, ,00•T � \ -_________ --- �� � ,._ �5,� _ K=25 , __ ,-- .- , � _ � , 1 _ ,. 930 �C = 20' � . , , , � - � � k��� �� � � ' ' - - - - - _ % - � "-- - ---- 93 0 --- ------ , � ---- �` -------- -----� � - -- --- DS = 0 �IPH �'� �,�i� �� � __ ��'�,. f+10.5 87"/. � `_ � � ,.�0 � , � . _ ,,, a� ` , - . r +�0.�8 �i � ' � ° ! ` —' � - ' " o` � � - o� 920 g34/. -., �` �_�---- ,..-��7 2 � � 920 -----� �--- -------- ----- � � e � � �� ,, _ a=.�e � E _ _ '.,,,� � ,,, .- _ _ . , � , . � __ _ STA. 308 50.00, EL= 28.89' _ . � , , � '-. END B R�l '�' Dl CH RT - i - , � � � � � I i - _ _ _ -. . - __ � � , � � — - -- -- - - 910 �� `�� - , � � � ____�_____ 4 ��� - : STA.3/2 00.00,EL 930.30' � 910 � � � � _ _ E D 2' BER BASE ITCH RT - �` � � � � � � � . .-. _ _ _— - _ _ _ _ I� � � : � � 5 A. 303+50 0, EL =9/5 7' �� / � I� - I� : : i 900 - 1 ; � END BE �l 'V' DlT H RT _ � __ - _�. _- --- - - :_ _ - _- -- -- 900 _ _ �_� - ST A. 306 50.00, EL - 1424' _ _ \ :- - - 1 ♦ / I _ _ _ _ — _ _ _. _ 1 _ --- _ _ — --� — _. __ __ � � � � � ' `� -- I L - L L _— _ _ -__ _ — _ _ .___ . - _ _. -. _ i i i i i i i I I i 8 9 0 � � l I, , , BEGIN 2' AT ERAL ASE DlT H RT 8 9 0 � _ �. , � _ - '� � END 2' LAT ER BASE lT CH RT : . _ � �_ _ _. _ _ -- --- ---- -- -_. � � � ST A. 04+73.00 EL =908.1 , � _ _ _ _ _ _ � H8O SEE SHEET 22 & 23 FOR' -L- PLAN 8HO 299 + 00 300 + 00 301 + 00 302 + 00 303 + 00 304 + 00 305 + 00 306 + 00 307 + 00 308 + 00 309 + 00 310 + 00 311 + 00 312 + 00 313 + 00 � � � a r � a � � o Q 0 U � W � J --� m '-' a � w z � W H � � t a 0 � � � C � , � 0 0 U � � Q � � 0 0 U Z � w > H � � � 0 N \ � N \ O .-� w � a � Q N � � � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 78 � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 CULVERT HYDRAUL�C DATA I N.C.B.E.L.S. License Number: F-0116 r + ROADWAY DESIGN HYDRAULICS 980 :'I � �ipi�Q ENGINEER ENGINEER - DESIGI�I DISCHARGE _ l50 CFS � l ! i -- STV Engineers, Inc. DESIGN FREQUENCY = 50 rRs ST`T 100 900 West Trade St., Su�te �,5 F L AT I RO N DESIGI�I ll� ELEVATIOI�I = 90/.2 FT ' � �� cnariotte, Nc 28202 i NC License Number F-0991 _. __ __ 9 70 BASE DISCHARGE _ l70 CFS � - BASE FREQUENCY = l00 YRS -- ------ ------ ------ ------- ------- ------ ------ -------- _ __ __ _ _ __ BASE hry� ELEVATION = 90/.6 FT _ - -- -- - -- -- - -- - - _ _ 0►/ERTOPPING DISCHARGE = 780 CFS � _T ' ' 0�/ERT OPPING FREQUENCY = 500 f YRS I I 96O _ 0�/ERTOPPING ELEVATION = 923.6 FT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _ _ _ __ _ __ _i i - — - -- --- -- --- --- -- -- - __ ___ . --- -- � 9 5 0 ' �. I!, EXIS lNG GROU D _ � �� I I I'� �� 9 5 0 � -- � �� ..-� ��� �� — �� i �i � i�/ ��� � / - � `�—� � / 940 �' ------ 1------ -- -' � � - 940 � � � _ f '_'--' � _ - �' � _ � + n � ` J' � ,___ _--- �` � , �� � i l �0.5 �` �/ `� � � - � -- � -- I I I 930 ------- ------- -------- -- 930 ---- _ � � � ---. _ i _ `� � � PRO �OSED GR/�DE � � - � � `` i � i � , I I � � - �� v __ �� _ / _ ` _ _ i , , i � `� / , i � 920 : _ . i - � � ' 920 --- ------ � ----- . � � � -_ I � I i � � � � � � � � � - i �`` _ � � � �� � i i i ♦ _ i . � - 910 I� � 910 � , _ � . � �� �� � � � � �� � � � `� -.. , _ , : : , , : , , i 900 : � '� 900 . � - _ � � ; i _ ►` � �-- - - -. j �- - � --- -I I -- --i I ---i - I-I� I� --- -- SEE SHEET 23 & 24 FOR —L— PLAN 890 PI�O SE`� 5' x 6' I�CB►C 890 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 N � I N CULVERT HYDRAULIC DATA W � I I I � � I I � 980 � 980 - DESIGN DISCHARGE _ l50 CFS -� DESIGN FREQUENCY = 50 YRS � - DESIGN Hy�l ELEVATION = 90/.2 FT . _ � ��_ _. -_ I � � � � � � � � �, 9 70 BASE DISCHARGE _ l70 CFS - 970 - BASE FREQUENCY = l00 YRS BASE Hy� ELEVATION = 90/.6 FT - - � , OVERTOPPING DISCHARGE = 780 CFS � � � � � '� � _ � � '�, � ,,, .. , , , = BEGI ER ITCH RT OVERTOPPING FREQUENCY 500+ YRS N �U V 960 _ 01/ERTOPPING ELEVATION = 923.6 FT - STA. 3+50.00 E=953.26� - 960 � � ;; � �� � � � � � , , � � 95 0 _=___ _ _ _ _ __ EX STING GR UND — — � — � �'' � ' ' ' � . . _ __ ---�F� 5�}4e, f =-9-�3�. ' -------- 95 0 ---- - _ _- _ �, ��� T �--`���` I '.� �/ -. .. 1 _ / - _I . .. .-.. . --_ _�_ B GlN BER '►/' DITC RT / / � _ _�_�_ — — — � ' � ., ���� _ ' _ � i i S A. 3/3+35. 0, EL=9 0' - - . - � � � � I ._ � ` ' . ;'? � — � 940 �- � ' � °-�-- �' �-----�--- - � --- 940 • '�� I I I ` I � ; � � i ` � � �i �� . , I „ „ I �' � �♦ i __—� __ _ _ . _ _ _ _ �-' � /� i'�'��.'Jr88T� � `. � � ' � . ` __ __ � � • / QQ% . ' � l fJ5 600/ � _ ; � � . , 7 � , , . . � _ _ 930 � �+� 930 ------- ---- � � � . __ �e�_� _ _o=.�.� ---_�_-- --�_ ` � � � � � � � / �� _ . � `` , � / / . - _ _ _ _ � � ' � ( +1/�.0 �0% - _ -' � ` �EGIIy 2 ST,41�1DAR BASE D TCH RT � i � _ , _ _ : �` -- � - - - _ _ _ _. 92 0 . STA.3/6+ 8A0, E�= oo.oa � �� �I �- - - - � � 92 0 ` . ���-� - - -- - . , � �II _ i - � I _ _ __ - _ - . _ � � _ - _ . - - V/ - : i i - - ��` - . / i _ : I I I I �` / � I , _ . __ _ . . - __ _— ___ � 910 --. --- _ END BE '►/' DlT RT 910 � - - --- - -_ -� . �` ��,� _ : - - ___ ST 325 50.00,EL= 2720' .- _ _ - _ _ — � � -- . . - _ - --- -_ _ i � i i i — - --_ _ — - _ � -: -. . - - _ _ . -. - - - � i i i i i I I i � ' �-� �.5s25 . . . 900 900 � , � , , , � � : __ _ _ � � ND 2' ST � DARD B SE DITC RT I, : : : � ' / _ i -_ , -. - — , , � , � � T A. 3/7+3 .00, E� =8 .�a ' � ' - --- --- -- -_ 89� Pf� SED 5' X 6' f�� SEE SHEET 23 & 24 FOR' —L— PLAN ' $9� 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 � � � o. r � a � � o Q 0 U � Z � w :: m � a � w z � w� �� � a 0 � � � � � � 0 0 U � � Q � � 0 0 U z � W > H � � � 0 N � � N \ 0 � w � Q 0 a m � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 79 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 99O � II � �l�l�e ENGINEER ENGINEER � l � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 980 � _ _ _ _ _ _ �� _T _ _ _ _ _ � �. �I7O DOCUMENT NOT CONSIDERED FINAL ------ --�_----- UNLESS ALL SIGNATURES COMPLETED Pl = 34 +10.00 i_ . i _: /�`_ —'`` _ . _: . — -- — -- — -- —_. . _I i EL = 9 3.82' _. _ __ __ --- -- --- . �--- � i-i ill� II�� 960 �� ��� EXl l G GRO D K 2 6 � 960 �� � � - �-- -f/� = - '��--� f 1/.83 0% � � ' ��_ � ,, ,--- --__ ` DS � 8 �IPH . �� �� � � � " � ` � � � �' � � � � �2.0838/. 950 ---- ------- ---- � � �� . -- -------- ------ - -------- -------- --� � 950 PROPO ED GRAD _ �� �� � I � `` I /� , ; I � � � - i ' . , _ __ � _'. � � I �` /� � I . � � � i __ 940 ------- ------- ----- - ----�---- ---�_ � � .�8 / -- 1 --- - - -- --- ! -- --- � 940 - --- ; ` �,�� .�FZ= r�.� ,� _ _ J � � _ / ' � - i -- -- -_ _-_- . __ . . . _-- --_. , . .--- � __ . � ` �__. . _. ._ , m . __ _ e / - Pl = 33 +95.00 � � � � .- 9 3 0 = E� _ �.oa � � __._ �� � � ,_� - � CULV ERT HYDRAULIC DAT A _ -- �_ .,-- --- -_- 9 3 0 __ _ -- � � � r- ,�.��---- � : K = 33 - � � � ,,�0��. _ DESIGN DISCHARGE _ l50 CFS . _ VC = 5 0' ; � _ � ` � �- -�_ � ! / , ( +�7 � � '� ', �, '� � �� - : - DESIGN FREQUENCY = 50 YRS DS � 8 PH '� � � � _ - ♦ - 920 DESIGN Hy� ELEVATION = 90%2 FT � -- --- ---- - - --- --- - _� _ - - --- BASE DISCHARGE _ l70 CFS � '�i -_ ___ _____ / _ __ ___________ - BASE FREQUENCY = l00 YRS _ ND 2' LA ERAL BAS�E DITCH T _ _ ��b200 "� � BASE H y� ELEV AT lON = 90%6 FT T A. 335 f.00 EL = 9 9.83' -� � �� / ' AT A lT H T 91 O - OVERTOPPING DISCHARGE = 780 CFS ' _.�_-� � � BEG 2 L E B SE C L OVERTOPPING FREQUENCY= 500+ YRS � � ----p�a � �� ---�r�.. �Qo.a�a � -------- --- � 910 - - 0�/ERTOPPING ELEVATION = 923.6 FT __ _ - !�, , - - ------ --- -- ----- - -- - --- — -- --- - -- -- - --- -- - --- -- SE E SH EET 24 & 2 5 FO R -L- PLAN 900 900 327 + 00 328 + 00 329 + 00 330 + 00 331 + 00 332 + 00 333 + 00 334 + 00 335 + 00 336 + 00 337 + 00 338 + 00 339 + 00 340 + 00 341 + 00 N � I N W I I I I I I I I I' I I I I � 990 � 990 EGIN BE �l 'V' DlT RT ' BE�IN B RM '►/' Dl CH RT ' ' ' ' ' ' ' ' ' ' .. 980 . -_ TA.3 0+ A0, L=9 .53' I ,, STA.333 OO.00,EL= 72.4 ' � 980 �--l� _-- � _ _- STA. 33/+ O.00, EL= 57.78' -. -T ` i - --- � � � Pl = 340+20.0 i i i i ii i, i ii ii i 'i 'i, i i i _ � � , , , , , � � ' EL 956.53' � 9 70 -- — --- - . - � � K = i838 - 970 ____ _ . .__ __ n r ___ g n ,_____ _ _______ __------- STA. 327 50.00, EL=�44.3/' _ , -'' � � �' -. �.J �' � �QO%. -' � � � .- -_._. _ ►/C 560' - ' .--�� -.% , 9�.- � � � � � � � � � � � � � � � � � � — � � , -' " � — � ' ?! p �k� -' EXISTI G GROUN , , , , DS 80 �Pl� . y . - . . - -- - - - � ' � � -' -� � � � � � 960 - - —� •��.-�"� �— ''- , --'" ' � -- _ _ _ _ _ _ . �+�.�32ii � 960 - ---- - ___ _--- • ♦ . - .� — — •► � ---�.---- -------- ----_.^ _. .- _ . � . � - � / --- - �-�� �k�9 .-' _: _ �� � �'� � ���� � � � I . �+�2�367 � � � i ` -. � � � / �,� � � _ � _ _ � �ii __- : _ i .� / I - � 950 � - ------- � � � � _ _ � � -'--�- �: 950 i � I . � � ' �� / � , , , . - PROPO ED GRAD _ � , — . _ _ _ � � i ` i --- � _ , �/ , ! [ ` � _ �i� ` � � , _ 940 .-�' 0��� � : : • � � - �� _ .' 940 - ------- ------- ------- -- ------ k�� l +10.5887 . P � � I� _ . ` - : _ � l � �+I � i _ � — _ - - - - -; � i ♦ � -- i � _ _ _� _ , � i _ _ / � _ _. -� - -- - - 930 __ Pl 332+70. 0 ��, �� �� 930 _ III -- - CULVERT HYDRAULIC DAT A , � �- � � : :. _ -__ :--- : __. _ ___ � K 323 � _ . � � _ _ _ _ __ DESIGN DISCHARGE _ l50 CFS � � � _ _ - — I� � � � � .- VC - 500' � �� DESIGN FREQUENCY = 50 YRS � �� � � : : - � � 92 0 . _ _. -- .- -- __ -__- - __ - _ I DS � 80 P I I DESIGN Hy� ELEVATION = 90%2 FT � / � _ - - _ - - -. . -- -- 92 0 : : : : : : : : : : - - _' BASE DISCHARGE _ l70 CFS . \ � _ BASE FREQUENCY = l00 YRS � � L ,_ , .- _ _ - _ - _ - _ - 1 -- / . - _ '_ _ _ _ i � i i i --_ - -_ --_ _ — - _ -_ _ BASE ELEVATION - 90%6 FT : � � � � � � �-� , � 91 O - - - �, OVERTOPPING DISCHARGE = 780 CFS . . 91 O _ OVERTOPPING FREQUENCY= 500+ YRS _ _ _ � � - : _ '� 0�/ERTOPPING ELEVATION = 923.6 FT __ _ . i i i _ _ I � - �- - � _ _ _ _ _ � �IOO SEE SHEET 24 & 25 FOR' -L- PLAN ' �%OO 327 + 00 328 + 00 329 + 00 330 + 00 331 + 00 332 + 00 333 + 00 334 + 00 335 + 00 336 + 00 337 + 00 338 + 00 339 + 00 340 + 00 341 + 00 � � � a r � a � � o a 0 U � Z � w :: � m � a � w Z � W H �� t a 0 � � � � � , � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N \ � N \ O � w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 80 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � OZ O � II � �l�l�e ENGINEER ENGINEER � � �r�,� T STV Engineers, Inc. F L AT I R O N I 1`/ 100 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ; ', , ' , j I NC License Number F-0991 _: . . _ . . _. _ . _ : __ 1010 ; Y7- � -- ------ ------ ------ ------- ------- _ _ _ - -- DA lS RD - - - - -- - - - - ; ROPOS D BRl�GE � � � -T - � - i � OOO � i I DOCUMENT NOT CONSIDERED FINAL , UNLESS ALL SIGNATURES COMPLETED i i i . i _ : - -- - -- , _ i_i i _ . . . � 990 i II I � __— --�� ---- �� 990 , �-- --- -------- --- � ` -- ,___ � �____ ---� � � � � � � _�-- �,i� �— �— __�— .—_ _— �} � , '' ���� �_—� � I I I I I I � � 980 ,— —��� ��� 980 ------ _I �� �� _ _ � �7. _�,� �No II EXIS lNG GROU D � _ i i i I ,- � � -- � � ` ` � � ,, � ��� LEAR NCE � - -- - � � � � . �_ 970 � � ---� _ . _ _ _ . _-- ------ --�� -- ------ �� � l 11.8380% - � . _ _ �� �_ � _ _ _ --- __ _ , �—� �2/5% , � � � --- _ � i � __ _ � � /� - � i � - � � � � I 960 -- � � ' ' ---- � � . . � 960 ------- -- -------- -- _ ----- -----_-_ ___��--- --__-___ __��_-- ---- -------- -------- ------- �__ ���_ � . _ -_ . _ � — _ —_ _ � PROPO ED GRAD � -- :- _, _ _- -- Pl = 3 8+00.00 _ �� � � . . � 950 E� = 8.34 ` 950 _ ------ K=27 �- � .. VC = 54' , '' ' ! � � '� ' , ', ' , , . DS = 0 �PH � . 940 - 940 — ------ --- -- ----- --- -- ----- --- -- ------ I� i-- - - - i �- - � I II � -- -i I - I-I� I� --- -- 930 SEE SHEET 25 & 26 FOR -L- PLAN (�30 341 + 00 342 + 00 343 + 00 344 + 00 345 + 00 346 + 00 347 + 00 348 + 00 349 + 00 350 + 00 351 + 00 352 + 00 353 + 00 354 + 00 355 + 00 N � I N W I I I I I I I I I' I I I I � �O�O ` I- �0�0 I - __ � �� � : �� -Y7rt , 1010 - , � 1010 �� � � . ; STA.3 +50.00.E =990.9T , BEGIN B RM '�' Dl CH RT � � � �� � � � �� � PRO OSED � BRIDG � � � � _ � �� �� �� � ST A. 349 50.00. EL = 95.44' ST A. 35/ 50.00, EL = 90.65' ' _ _' IOOO _ _ L _ � IOOO � � t� �-�-- � � _ STA. 352'�+00.00. EL 987.09' - ; ; � � � � _ _ �_�2 � � � ' f+I0.29 % - _ --=_ '----- __ 950%____ . ° � _ _ 990 ___ � � � � _���_ -=- �=_ -� — —_ �`` -------_ ,J� ; �, 990 --- ___ � -_ __ -- -- _ � �_ ,.,,,� _ - - - _�� - - ,i�� � �---�----•^ _� -- I-I-!- , , -_ �` __----�� �_��-� - -� --- 1 � � � _ ___. _ __ _ _ _ ._ i � i � � 980 � ' � _ /7, _�,� / o , � _ _� �: 980 ��� ��� ��� CL ARAI�I E� I � BE lN BERM '�/' DITCH RT � EXISTIN GROUND ���� _ _ � � _ _ __ _ . _ _ _ _ .— ----- -- � � -- � , - ST 348+8/.0 , EL=99/.3 ' � � � ` � � _ _ _ _ - --- � 970 -� � � � • '� 970 ---- ---- ��� : : : : : : , —� •0244"/. : �� _ � _ - - -- - - . � � � _ -- -- — — - � �— _ � . � ` ..-� � ` 960 _ � i ` 9 6 0 ------ ---�--- --- _ + _ � � -------- --- -- � -- ----�--- -------- � I � EL = 70.82' - : -- - : _ _ . _ _ _ _ K _ 2 9 ' . PROPOS GRADE —: - � � _ _ _ _ _ __ � �_ � � . _ � _. � _ : ____ 950 .- -: . -- .__ . ---- _ __ _ _ V = � o ---- . . - - - -�. -- . --- - - - . - - -- 950 _ _ _ . .- - _ - - _ _ - _ - - . _ i � i i i i --- - -_ .. -_ _ — - _ —_ _ -_ _ -: --. _ _ . : -. - _ -- _ _ . _ -. - i i i i i - i _ . . 940 - - - - : 940 _ _ _ _ . _ _ . � � _ _ � —�_ i i i _ I _. _ I — _ _ _ — _ _ � �I3O SEE SHEET 25 & 26 FOR' -L- PLAN �%3O 341 + 00 342 + 00 343 + 00 344 + 00 345 + 00 346 + 00 347 + 00 348 + 00 349 + 00 350 + 00 351 + 00 352 + 00 353 + 00 354 + 00 355 + 00 � � � a r � a � � o Q 0 U N w � � m� a � w z � w � �� t a 0 � � � � � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N � � N \ O .-� w � a 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 81 � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 CULVERT HYDRAUL�C DATA I N.C.B.E.L.S. License Number: F-0116 r + ROADWAY DESIGN HYDRAULICS 1�1� , � � �ipi�Q ENGINEER ENGINEER - DESIGI�I DISCHARGE = 250 CFS � l ! i -- STV Engineers, Inc. DESIGN FREQUENCY = 50 rRs ST`T 100 900 West Trade St., Su�te �,5 F L AT I RO N DESIGI�I H� ELEVATIOI�I = 933.2 FT ' � �� cnariotte, Nc 28202 i NC License Number F-0991 _. __ __ 1000 BASE DISCHARGE = 260 CFS � - BASE FREQUENCY = l00 YRS -- ------ ------ ------ ------- ------- ------ ------ -------- _ __ __ _ _ __ BASE Hy� ELEVATION = 933.3 FT _ - -- -- - -- -- - -- - - _ _ 0►/ERTOPPING DISCHARGE = 600 CFS � _T ' ' 0�/ERT OPPING FREQUENCY = 500 f YRS I I 99O _ 0�/ERTOPPING ELEVATION = 958.4 FT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _ . _ . - -- - -- - -- -- _� - — - -- --- -- --- --- -- - �--- i !. . ��� �� 980 , _---- _— 980 _— + -------- -.-�----- ---- � ---_____ � _ ---- ____ ____ ___-- ��3 • � — - - , � � � +12. . __ � EXIS lNG GRO ND —� � _--� 970 970 _— � _� .o�a ; --- ----__-- ------ ---- ------- ------ � _ + .-�� _ , , L- 950. 7 _ I I ��� L= 977.5 ' � � ' - _ /8/ � � � � - __ _ _ � 458 - '. C = 8/4' _ , � � __.____ f2C�P8�' GR- --- - = _. _ _ _ 960 5� - -'-- 960 � � Pl� ___ f ��_— _ .= S � 80 H = , .� _ ,, � __ . --- --- � �— � � �� i i i , �i � . �—_�— i 950 - . 5/ _ _ — 950 ---- ------ -.�.�i� , ---- --�+�� �. `� � i�/ . _ __ � � � � � � � � � I ♦ .-_. — . _ — __-- _.__ � - -- �� ♦ ' - / � - 940 � 940 - ---- --- - � -- . . _ �� PI�O � E�N' � R+CBiC �� � , , � , _ rr i � ,� � , � 930 : ` .' 930 ----- ----- � -----� , �-- � . � � � _ - � � -- -- - I �.., � - — ----- � � - -- -- -- ----- --- -- ------ 92 O -- — --- — -- --- — -- -- — --- -- — --- -- SE E SH EET 2 6 & 2 7 FO R —L— PLAN 92 O 355 + 00 356 + 00 357 + 00 358 + 00 359 + 00 360 + 00 361 + 00 362 + 00 363 + 00 364 + 00 365 + 00 366 + 00 367 + 00 368 + 00 369 + 00 N � I N CULVERT HYDRAULIC DATA W � I I I � � I I � � O 1 O ` I � 0 1 0 - DESIGN DISCHARGE = 250 CFS -� � � DESIGN FREQUENCY = 50 YRS ; DESIGN Hy�l ELEVATION = 933.2 FT _ _. -_ �' � ' ' ' ' ' ' ' � � _ Pl = 3 8+84.00 � � �� 1000 BASE DISCHARGE _ 260 CFS - EL = 78.82' 1000 ---- - -------- -------- - B E FREQUE CY - l00 YRS K= l8 BASE Hy� ELEVATION = 933.3 FT OVERTOPPING DISCHARGE = 600 CFS � � � � � '' ' '', ' ' ' � END ERM '�/' TCH RT _ � � , STA. 3r 8+00.00 L=984.44' �C = 50' , _ 99O OVERTOPPING FREQUENCY_ 500+ YRS DS - 0�IPH _ OVERTOPPING ELEVATION 958.4 FT -------- -------- ---- : � �+) 3 8�:-- - � � ;; � i i i � � � i ��� � � , � -- _— — — — -- __— — 980 __ _ _- - __— ---- � 980 - - -- -- - - _.�— -------- ------ -------- -------- ----- - ���— --�� ---- -: � _ _ i _ . : �+�2.21 5°. E lST lNG G OUND � _ _ - - � 9 70 P� = 3 �+oo.00 � { � -- J _ ___ -- _ _ — _ ft _ _ " _ � f.�� ���---- 7 I � K=18 I , �� I _ _ _ _ __ _ . _ _ , __ _-- _, - ---_---- VC = �� . . � � ---- _ i . _ _ -. _ _ i - - 6O : D = 0 �PH . . , , , �' � - _ PR POS D G ADE � � ' 6O 9 , 9 ------ ----- ,, � � _ . �� , _ _ . _ : ,, -- -. - . - - - - , __-- � / ! . _� - -� - -- � �-� •024�% i+�2.2� 5� _ .� �' _ _ 950 _ - . 950 � I� � - - � _ __ _- - _ � I � : - . . _ - _ _ _ _ _— .. _ _ _ _ ' � i i � � � _ � / .-_ . I _ I . 940 - �� .- -: . -- .__ . . �' __ _ _ ------' _ � _ . - - - -�. -- . --- - - - . _ - -. -- -- . 940 - - : - - __ - . :�� PR+D SE 5' T R+CBiC � � _ _ _�_�_� ��_�_ ��_�_ -- _ . - - --- - - _ - -. _ _ _ rr Ri � � _ - - - _ —_ __ _ __ _ _ _ _ _ _ -_ _ _ i � . : � � �� ' ll' 930 � � - - - - : 930 _�._ . � _ _ . � _ _ - _ _ - _ i � , _ I . _. _ I _ _ �_ � L� -- --- ---- -- -- _ — _ _ � �IZO SEE SHEET 26 & 27 FOR' —L— PLAN �%ZO 355 + 00 356 + 00 357 + 00 358 + 00 359 + 00 360 + 00 361 + 00 362 + 00 363 + 00 364 + 00 365 + 00 366 + 00 367 + 00 368 + 00 369 + 00 � � � a r � a � Q 0 � m U N W � � � m � a � w z � W H � � t a 0 � � � � � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N � � N \ O .-� w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 82 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � O6O I � II � �ipl�e ENGINEER ENGINEER � l � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 1050 � _ _ _ _ _ _ �� � --- --- --- --- --- --- --- -- � O4O BEGIILI Z� LATERAL ASE _DlT H LT __ _ DOCUMENT NOT CONSIDERED FINAL STA.�T9 OO.00,EL= OO7.S'Jr� UNLESS ALL SIGNATURES COMPLETED _ . i - . i _ . _ . - -- - -- - -- -- _� __ , _. _ --- -_ __ _ __ --- 1030 • 1 -- - -- �-� -- -- 102 0 BEGI ST,4�yD D BASE ITCH LT 102 0 --- �� �:eo; ���� -- -------- - -- -------- ------- ��i i�� _ � �� � � _ . � � __ � _. -- - ; - - 1 Ol O E ND 2' ATERA� I __ _ 1 O 1 O ---- ----- -- -BASE � - � --- ------- ------- ----�---- ----- --- --- ..---- _ . ---- _ � --�— —�� ST�4.37/� 0.00. : . , _- , � , �1 , ,, _ -' / " , E D ST DARD - EL=97/.7`� PROPOSE GRADE - - .- �_ B SE D TCH LT , � � _ I_ �� ---� _.�_ � ��� � � � � _- �� � , � � � ° �� - �� � . , � � � � .- i � i � 100o sta �0 50.00, — --- _-_ ____ I � 1. i � / ___ _ __ _ __ _ _ __ � i ___ � � 0 � -------- -- -- - / � �� � / _! -_ „ . - _ � a---- - ---- ---- ` - -- ------- - f � .- (+)5� �` �_ � - � � � � � �� -, �� - - . , �� -- ; � - � � �� i I II L� � ---- a ''���__ ` � T�� -- � I I I I I I i I i I _ ��� . . ��� ��` � � �--� _ ___ - 990 -' • - -------- -- -' - ' � 84 • � --� ��� � , --- - -- ---�- __� __ --- --- __ i � % _ . `� � ���� ��_ �^`_ �` - ��� _ --- -- -- �+)1.692 • STA.376 50.00.EL= 93.86' '� , , �� _ . i , ♦ � _ / �j i — � � ------- - ------ �•-- .r , _ _ . : + ` � - ��6� - �' `� k STA. 372 50.00. EL= 85.0/' ' � � � 8 _ / " � � � � � �, � ' , ; --- +�0.8600. ,. � � � � � � � � � � � 970 -- 970 369 + 00 370 + 00 371 + 00 372 + 00 373 + 00 374 + 00 375 + 00 376 + 00 377 + 00 378 + 00 379 + 00 380 + 00 381 + 00 382 + 00 383 + 00 N � I N W I I I I I I I I I' I I I I � 1050 � �'- 1050 , �� �� � �� _ _ ` _ -_ I' � 1040 - 1040 �� � ���� � � � � �� � � � � ���� � ��� � � � � , � � � : : � : 1030 -- - ' 1030 � � -- ---- _-- ---- --- _ � )3.�635� � � i; � � � � BEGIN, 2' LATER BASE ITCH RT � � � � � _ _ , � , , , , - - -- _-- -- - -- --- _ _ __ _ _ _ - - -- -- - - __ _ _ 102 0 STA. 8+50.00, L=roo4�s2r _ � 102 0 - � _ __ -------- ------ STA. 37 +OO.00, EL 987�14' I ' � PROPO D GRAD ' ST A. 373 50.00, EL 986.72 - - � _ _ � � . . __ I _ ���� - .' � : ': ���0 . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . � . . . . . Ili �.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� i i i i i i. �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . I . , , , , , .. , , . � � � � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ .. BEGIN B R�l '►/ Dl CH T _ - - - - - - - ` _ _ _ _ _ _ - _ _ � � _ _ _ � � - - - -- - � � - = -------- STA. 37/+ O.00. EL= 95.18' . � � - - _ _ . , , � � _ _ � � � � - -,, � _ _ � � , 1�0� , , ��/ ; ` � �� ''_-,, � �� ��� . � 1��� -- - -�.�--- I � � . . . . . . . . . . . . I �,,, ! i - _. _ �� �--. i--�.� ' '� � `�� . ,�,� 9� ` � � _ _ - ; - -- � . - - - `,� - --_ I i • _�- � � - . _,-- f �� �-f/`'�• �- i �— - - _-- — _ , � .- _ _ �- ��` � ` �+) 3 8��� - �� � I� _ ' - - - �'�.8 p � - - - � 990 � ,-- ; , � � �� 990 ► � - ------- = � � � -� � e. s. - �e ��-.� -- -------•-- ------ �- �� �-� / � I - . � � � �i�� � / • H �� ♦ � v----- � I I� �' I _ . ���� � ��` '� — _ - - _ - `-,, �_ �� � ` _ � -J0.8400'/. - BEGI BER�I '►/ DITCH R '� _ '� • - - _ _ _ - 9 80 _ �r •, � � - - - ' � END BER�I '�/' ITCH RT ST A. 6+18A0, L=998.58' -� _ � _ . . - - -'. -- ___ - - _ 9 80 �� : : : : : : : : : �� STA. 4+6/.00. L=992J5' - - _ . _ - - _ _ - _ - --- _ -__ - - ---- _._�. .__ . _ _ � - '_ __ � �_ - � _ EXISTI G GROUN _ __ _ _ - _ -_ �_ _ _ _ � � � � � - � --_ __ _ _ . . 970 - - - - : 970 _ _ _ _ . _ _ . � � _ _ � —�_ i i i _ I _. _ I — _ _ _ — _ _ � �I6� SEE SHEET 27 & 28 FOR' -L- PLAN �%6� 369 + 00 370 + 00 371 + 00 372 + 00 373 + 00 374 + 00 375 + 00 376 + 00 377 + 00 378 + 00 379 + 00 380 + 00 381 + 00 382 + 00 383 + 00 � � � a r � a � � o a o � U N Z � W ;; J m '-' a � w Z � W H � � t a 0 � � � C � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N � � N \ O .-� w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � � � 0 36' L FD St . 384+34 „ HDR Engineering, Inc. of the Carolinas U-2579D E& F 83 -- -- --- ----� ___ 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 DRAINAGE AREA = �.�2 SQ�� II N.C.B.E.�.S. �IC@IISe NU171b@I': F-�� �6 r + ROADWAY DESIGN HYDRAULICS DESIGN FREQUENCY = 50 YRS �� � �ipi�e ENGINEER ENGINEER _ ;_ � � DESIGI� DISCHARGE = 36.9 CFS ' - T`T STV Engineers, Inc. F L AT I R O N 1100 DESIGI�I ELEVATlOI�I = 980.9/ FT � 1 v �� c°ariotte Ncd282o2 su�te �'5 — � — -- NC License Number F-0991 l00 YEAR DISCHARGE = 39.1 CFS l00 YEAR Hy� ELEVATION = 98/.02 FT ' _ _ __ f � -- OVERTOPPING FREQUENCY =�500 YRS � � 1090 OVERTOPPING DISCHARGE _ 184.93 CFS , - OVERTOPPING ELEVATION _ l0/%3/ FT - - _ _ DOCUMENT NOT CONSIDERED FINAL ' ' ' ' ' UNLESS ALL SIGNATURES COMPLETED � �8� �+ �— Uv� -- ------ ------ ------- 1 _: _ - ; _ :_ L—ST.392+6.1 ' � � — - _ - _ — � - L. _ l0 3.30' - — , �-- � 1070 1070 --- -------- -------- --- - -- ------ _ __ _ EGl RIDGE _, —_ ____ _ _ _. __ _ _ f , , ; L — ST . 390 + 4.08 ' - _ _ _ � � �_ EL = 1,047.63' 1060 �. _ l0 Oe94' __ _ � 060 --- -------- ---�. a--- ; �� — --- — --�—� � �---- ►/C = l,172' �� � � ���� �� . �� � DS � 70 �PH � ��� � � - 1050 Pl 383+45 0 . _ . _ . ---- -------- � 1050 EL = 1,033.3 : _ --- - -- --------- -------- + � '� � � � _ _- f 11.4056% _ � K 397 � � � � � � � _ . �-J3 33�i VC = 858' -� __. � ___ � 1040 -�� �-� - _ ----- -------- -------- --. _--- --- ---- ---^---- -- --- ---. ___ _-__ -- -------- --___--- -------- ----- -- ---. �. .--- ----�--- -------- -------- -_ . ----- ----- --------- -------- 1040 � +�1.405 % - -- --- -_ --- � . __ -- ----- __ i � i 'i i i _ - , , , , � � � 1 O 3 O -- - __ PROPOS D GRAD -- � ' 1 O 3 O ---- -------- ---- - --- --- --- -------- ------ - - -------- -------- ------- ------- �� __- BE lN LAT ER '►/' DlT C LT - - BEGIN 2' LAT ERAL ASE DlT H LT I _ _ _ f 3.5644% ST 390+50.0 , EL=1002 5' - STA.393 00.00, EL= 006.33' '! 102 0 - � 102 0 - -- -_ �_ � -- --- -- - - -- --- -- --- --- -- - — - -- - - -- -- — - _ _ � � �i � � i � r� � i i � � __ �' �i i � 1�1� � � , _� ____ . �, � � —_�� ; , 1010 N - _.- _�--� Z _., �--- . -�-- -- ---- - ---_.._--- Q . .�___— _ _- �����I ��� � �� ��\ � _ � ` N - � � ---- --- --- � � � I I j j j I j I � � I � � � I ! � ���� . _-- � -. . _ _ � ��, ��� _ I I I I�- ���0 -------- ,�----__ _'_----- ------_ __------ -------- ------- ------- ------- , — -------- � OO — . ��� +,- - S� � � — — _ � / — — � �� � _ - . � - — — . - —�+�5 600 • 0 D AL ERT 0 /V RD Y9 , — . . , _ � , .. _ _ _ _ � � _�. � � , , � NO FOLK OUT H RN RA LROAD _ , ` ` , , ` _� � �_i�" ��, �� 9 9 0 .� --- � � � � �- - � �� -� t�--- -__���� ---�,4� - �-- /�— - -------- -------- �----`-� ----� = 9 9 0 ------ ----- _ -_-- --- .-_- _ -------- -------- t — -- _ �.-- i � � _ _ , ���., , I I I I �i __�- � ♦ I I ! � � . � - ' +)3��� ' ' __-_ - __ . � + � � � � __ , . - '� i '�, � _� � ���� � � ��� : � _ __ -: �� ' STA.388 50.00,EL=99/.43' ________ _ _____.----__ __ _- --__ � �., __. � � . � - __ _ � � 980 __� � __ = 980 _-_ _ _ ------ � ----- ------- -------- --- -- ------ -- -- ----- -------- � ------- , ,, ----- . . Q _ - _ _ _- � ♦ � � i2V ` � �� � �kl�j' . i � � i i i i i i �� i i �� �� i �� � i i �� _ � — � � :: �- — — � - � ST A. 386 00.00, EL = 82.52' , � � � - - � � � � � 970 � naE ,, . _ _ _ __ _ � - 970 _ ___ __- _--- - --- --- ------- ---�-_-- --_ ----- - -' � _II _ � � _ _ END 2'LATER BASE TCH LT _ _ - - - - __ ' _ ' _ _ :_ : 9 6 0 ST A. 96 +50.00 EL = 980A ' �: 9 6 0 - : : _ : -- _ : END ATERAL ' ' DITCH L -- : : - _ : _ _ . _ _ - STA. +67.00, L=969.07' : -- - _ - : : - : : : : - � � � 950 _ - 950 ----- ------ ----- _ _ . _ _ _ _ _ _ _ _ _ _ _ . . ___ _ � _ . _ _ _ _ - - - - - , . - � _ _ _ � _, _ , _, _ , _ _ _ , _ _ _ -. - _ _ _ _ . _ -. . - __ I _ _ _ _ _ . - _ _ _ -� - -- - - 940 - : 940 - . _ _ _ _ _ . _ _ _ _ _ _ _ I I �_ I I . I I . _ . 930 . _ _-_= - - -- .__ --- - __ _ _ _----- -- __ _ - ---- --- - --- :- - --- -- __ 930 :- - - - -- _ - - : ---: - _ _ . -�_�-�_- __��_�__��_�_ i � � � i --- - -_ .. -_ _ --- _ i i i i i i —_ -_ -. --. _ _ . -. - _ -- _ . _ -. - - - _ . . 920 - - - - : 920 _ _ _ _ . _ _ i . _ _ _ _. _. — — —�_ i i i i i � I � � I " " " _ _ _ _ _ — . 1 �I� O SEE SHEET 29 FOR' —L— PLAN ' �%� O 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 � � � a r � a � � o Q o � U N Z � W ;; J m '-' a � w Z � W H � � t a 0 � � � C � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N � � N \ O .-� w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � � � 0 36' L FD St . 384+34 HDR Engineering, Inc. of the Carolinas U-2579D E& F 84 — ' --- -- — — ----- ___ 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 DRAINAGE AREA = �.�2 SQ�I � N.C.B.E.�.S. �IC@IISe NU171b@I': F-�� �6 r + ROADWAY DESIGN HYDRAULICS DESIG FREQUE CY = 50 YRS -' �- II ''' � N N �ipi�e ENGINEER ENGINEER DESIGN DISCHARGE = 36.9 CFS � �r�,� T STV Engmeers, Inc. F L AT I R O N 1100 DESIG ELEVATlO = 980.9/ FT __ j�/ � � 90o west rraae st., su�te ��5 _ � � � _ Charlotte, NC 28202 NC License Number F-0991 l00 YEAR DISCHARGE = 39J CFS � l00 YEAR Hy�l ELEVATION = 98/.02 FT _: ___ , - � --- �- -- 0�/ERTOPPING FREQUENCY = �500 YRS j -- �� 1090 OVERTOPPING DISCHARGE _ 184.93 CFS � 0►/ERTOPPING ELEVATION = l0/%3/ FT - - _ _ DOCUMENT NOT CONSIDERED FINAL ' ' ' ' ' UNLESS ALL SIGNATURES COMPLETED � �8� � �8� _ _ - ; E BRID E _ ._ _ � � � _ �� � -L - STA. 92+16. 3 1070 � � � � � � � _ ELo 1043. 4' � '' '' 1070 BE l BRl GE _, - - _ _ _ _ __ _ _ Pl = 93+60.0 _, - ---- - � _ -- - -L ' ST A. 390 +14.0 _ _ _ , 1060 ' � E� _ �,o4�.s3' 1060 _ 1040. l' � � � � � __ . - ------- ` ---�---- ----- , - --- --.- --�-_ � i� �� _ l,172' �� � � ���� �� �� � DS � 70 �PH ' ��� � 1050 P� _ �+so.00 '�. . I ' 1050 -- €� — �9�4-.�8' II . __ — --- -- -- -- --------- ------ ------- - 6% �� �— - _ _ 45 _ � � K= 91 _ � � � � � � ,� '� l 11. 0 � J3 330� . �'� ' � � � _ . VC - 628 --- --�_ , ___- ---_ __ DS 70 �PH -� __. _'-- ' 1040 . 1040 ------- -------- ----- ----- -------- -------- --. _--- --- ---- ---^---- -- --- ---__ _- -- ----- -------- --___--- -------- - ___-- ---.�..--- - --- - ----- -------- -__----- ----- --------- -------- _ ! +�1.4 56'/. .__ _ _ _ ---� . __- � �3.�635� _� ---- __ � � � PROPOS D GRADE I --- , i , _ ��� � 1030 - -- � - -- � 1030 -- -------- -------- - -, --- -------- ---__--- � _____--__ __. � _ _ _ --- . _ _ _ _ __ _- _ - - - � { OLD LKERrO N R -Y9 - _ , � � V� � V� � 02 0 ___ �4FaL- - so���€-�- �L - � 02 0 _ � - -- � � � HAI�i� CK F Rl� RD -Yll - _- _, �, � � � � � , ` , , � � , � ' ' � ' ' ' ' BEGIN. 2' LATER BASE ITCH RT � - - -_.— �� ' � �� � � � ' ' �� � � — __— , ST A. 3iI89 +50.00. L =1000.2 II' I I � — — � � � � - _ �� N > > ________� _.�_ __ __ - -------__ �__ — --__ ____ __ _ T ___ � _ _-- --__— --- _-- -----_ � � __---- 1 1 � _ ,_ ___ ___ � o � � — � � -�- � � �- 0.3000'/. �. _.___ � � -------- ------- � v� _ , � i � -- --- - ------- ,,` �` > i � � � � i � i _� ; ., � , , , � � � � � . ---� i'� � — ' - - -- -- - - ' � , , ` ` � � _ � � I�- � � � 0 --- --- --- --- -------- ` ------ - ---- -- - ---- -- — _ - __ _ -- -- --- -- - : ♦ : � __�- . _ _- � �. , _ _ - - �+�2.8514'/_ _ �' "_ ------ �` _ - ______-- � �-. STA. 384 00.00. EL 978J6' : _ _ _ - - - ' � , — - � � � � � � . _ � � . � __ - _ _ _ _. _ _. _ _ _ _ � -- . � _ — -- 990 __,-- _---_ -' " — , -- ��''�,., �, = 990 - -- - --- ------ -----� -- -- -- ----� -- ------.-_ .-______- -- - -- - --- � - - . � , - ` z��jy _ ' - . . - --- - x�sr�Nc RouNo , : . _. , _, _ _ _. � . __ - � �-: � � ,,. _ ��� � �-- � �, � � ,, �� __ . _ _ _ � ' . �X�, = � �� ���� �� EGIN 2' �.ATERAL ASE DITC RT � _ � � . , � _ , � . � . -- -- _ � _' BEGIN 5 LAT ERAL ASE DlT H RT � ' � . ' ' ' � _ _ OO�i' - ,' , . _ — _ ' __ 980 ------- �--_ :---- -�t �- ------ �,�.-3 ,QQrE� �-- STA. 9/+ .00. L=l 06.30' - � � S�3 Q.QQr�L D5.zg= - : --- --- --- --- -------- -------- -------- -------- -------- - -------- ----- �----- ---- . � ��. �` _ , . ,�.� _ _ . � -. - - - - - - - - _ END 2' LATER BASE ITCH RT _ ____ _ _ - --__ _____ _ � � - ` - - --- --- - - - STA. 393f50A , EL=1005. 9' � --�.� ;—_ _ _ i i � � i i � - - �� , � �6' n dES� � � , � � 9 70 _ �� QQ�E� __ _ _ _ _ , _ _ __ __ ---- - --_ 7 _ _ _ - -- — -- _ _ _ _ - - - - - _'__. � _ I ___ _ _ _ _ __ � _ _ 960 _ -:: : . �: 960 - . ��� ���' ND 2' LA ERAL : . : - : - - _ _ - . _ _ - _ _ --- _ _ _ _ — --- ASE DlT H RT . - — --- — _ _ --- — _ _ r�.3s�+ o.00, . . . 950 950 _ _�� _ _ _ _ _ _ _ _ _ . _ . . ___ _ � _ . _ _ _ _ - - - - - . - � _ _ _ � _, _ , _, _ , _ _ _ , _ _ _ -. - _ _ _ _ . _ -. . - __ I _ _ _ _ _ . - _ _ _ -� - -- - - 940 - : 940 - . _ _ _ _ _ . _ _ _ _ _ _ _ I I �_ I I . I I . _ . 930 . _ _-_= - - -- .__ --- - __ _ _ _----- -- __ _ - ---- --- - --- :- - --- -- __ 930 :- - - - -- _ - - : ---: - _ _ . -�_�-�_- __��_�__��_�_ i � � � i --- - -_ .. -_ _ --- _ i i i i i i —_ -_ -. --. _ _ . -. - _ -- _ . _ -. - - - _ . . 920 - - - - : 920 _ _ _ _ . _ _ i . _ _ _ _. _. — — —�_ i i i i i � I � � I " " " _ _ _ _ _ — . 1 �I� O SEE SHEET 29 FOR' —L— PLAN ' �%� O 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 � � � �. L � a � � O a � O U m W � m� a � w z � W H �� t a 0 � � � � � , � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N \ � N \ O .-� w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � � � 0 54r L FD St . 4/0+50 „ HDR Engineering, Inc. of the Carolinas U-2579D E& F 85 - ' --- -- --- ----� ___ 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 DRAINAGE AREA = O.�J� SQIu� I N.C.B.E.�.S. �IC@IISe NU171b@I': F-�� �6 r + ROADWAY DESIGN HYDRAULICS DES/GN FREQUENCY = J�O !�RS �� � �lpl�e ENGINEER ENGINEER � ;- � � DESIGI�I DISCHARC�E = 77.2 CFS - STV Engineers, Inc. DESIGN Hy� ELEVATION = 943.45 FT STv 100 900 West Trade St., Su�te �,5 F L AT I RO N 1100 -�00 YEAR DISCHARGE = 82.0 CFS - __ �� cnariotte, Nc 28202 NC License Number F-0991 l00 YEAR Hy� ELEVATION = 943.58 FT � _ _ __ OVERTOPPING FREQUENCY = �500 YRS ' ' —_ f �� 1090 �VERTOPPING DISCHARGE = 626.9/ CFS , - OVERTOPPING ELEVATION = 1006.53 FT - _ _ DOCUMENT NOT CONSIDERED FINAL ' ' ' ' ' ' ' ' ' UNLESS ALL SIGNATURES COMPLETED � �8� ------ ------- 1 . _ i I.. !. ! 1070 1070 _, - - _ _ _ _ -- - --_ - - -- - --� - - -- -- - � , ,� , _ _ _ ' _ � � � 1060 _ ___ _ _ __ _ 1060 �� � � ���� �� 1050 � 1050 . i' i � i i i i i i' i i � i � � i ' i ' ' i ' � � , � , , � , � 1040 �- 1040 � � � � � '� � i I i i ; i j j I i i j i 1030 - --- , , 1030 --- -------- ---- -- �rc� — - _ . _ , - --- EL = 1,009.30' _ ,_._ - K = �92 , 102 0 _ . _- - ----- - -----___ ___ ___�C = _582' --- - I � 102 0 _ __ _ - ---- DS � 70 �IPH � �' --- � i �, ; � � � I I � I � I � ' �� �`, PROP ED GR E 1010 -- - ---- - - -- ---- �--- -- ---_ __ ___ -----_-- -_______ __ ___ _--_---- -__ _____ ___ __ ___ . _ _ _____�_ ------ - ---- -------� � �30� � l -10.�027'/. 4 : -- i � z --- --- --- --- -- --- -- — --- --- -- --- --- — -- --- -- u�, — — ' ' — — — � i � i ' � � i i � � � ��� ,�r �- � ��0 - -�'�i�% HL � � � � _ STA. 99+00.00 EL=983 ' - �� � � �� �� �� � �� 990 -- —�� —��� �,��— ��+—�� — _ � � i i _- - , -, -, - ,- ST A.40 +88.00, E =974.20' ; , � � , —_ - -- - --- _ END 2'LATER BASE TCH LT ��, ; + 960'. — - - - - — -___ __ _ _ _ __ _ _ , , , - _ -- - - — 980 l I1.3 _- . STA. 02+50.00 EL=964.5 ' � 980 _ — — -- � -- - _ - _ _ � -------- -------- -------- --------'� __-- -------- --- -------- -------- -------- - � --- - - -. - ------ . , - � - ST A.408 OOAO, EL = 55. ' � � . _ �, �,� ;- � . . ; 5,�22 , � � � � �� _ _ � � _ _ �� 9 _� — : � , , � ., 9 70 � � _- --- ___ __ � � �� �,gy — - - — " � . _ _ _ ____ ___._ __- _ _� 9 70 _ � . -------- -------- --- -------- ---�---- -------- - ---- -------- --------� -------- -------- ----- - -- - ------ - -- -------- -------- ------- �p , _ - — ^"— '� \ � --- --- —�� � � ...,. � -� __ _ -- -- - — ' � — � — _ �`— . I �� �� �- �� � � � — — � � _- � � — — — � �` � ST A. 409 0.00 EL = 3.46' ---� - � --- _ �, _ � _ �_ • _ _ — ' ' 1 � � i • _ . _ — _ .__. `��— --�� �I � � ` /`/'' j ����� `�;��. , �� ��� `� , � , , � --- ----'�--- — — � ---- � � � —. � — ----- �� ------- � --- -- �---��-- . '- — � � � ; XTST7�r�- �- - � -- -- . � � , — � , . - � — - — - __ _ _ - . _ _ __ _ - _ . . _ _ - -_ __ _ _ . � ---- __ __ _ _ ------- - - - -- - — . - �` _ _ _ i . ._ _. . � . 950 - � �• . _ � ` ----- - ------ 950 - � �. _ _ _ _ - - --- _ _ .. . . _ � _ � .. -� - . . , �� __ —� .� �� , _— - _ _ _ _, _ , � _, _ , _ _ �` , - _ _' _ _ _ . _ ____ _ — _ _ _ _ _ . _ -�2.��9 � ' �� 940 . �-��.���- -------- -«_'. .v-- -- '� _ ------- �------ ----- - . � . . _ _ __ - _ - . _ : : :_ : - - END 2' L TERAL B E DITCH LT � ��i _ _ __ _ - ' ' ' ' ' �TA.409+ 9.00. EL= 2.00' sI` n dEs� � � � � � � � 930 . _ _--- - - -- __ --- - __ _ _ _----- -- -- - - -- 930 . 6 �` LAT �CL B ZSIfi�H ---- _ _ __ :- - - - -- _ - - : ---: - _ _ . S A.409f58 0, EL=94 .00' -�_�-� _. _ _ _��_�_ ��_�_ _ � � -- � I i i i i i i --_ - -_ .. - - - —_ -_ _ -. --. _ -_ _ . 920 - - - - : 920 _ _ _ _ . _ _ i . _ _ _ _. _. — — —�_ i i i i i � I � � I " " " _ _ _ _ _ — . 1 �I� O SEE SHEET 30 FOR' —L— PLAN ' �%� O 397 + 00 398 + 00 399 + 00 400 + 00 401 + 00 402 + 00 403 + 00 404 + 00 405 + 00 406 + 00 407 + 00 408 + 00 409 + 00 410 + 00 411 + 00 � � � �. L � �. � Q O � N U m Z � W ;; J �0 '-' a � w z � W H � � � a 0 � � � � � , � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N � � N , 0 � w � Q � Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � � � 0 54' L FD St . 4/0+50 „ HDR Engineering, Inc. of the Carolinas U-2579D E& F 86 — ' --- -- — — ___ 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 DRAINAGE AREA = �„0'Jr SQ�� I N.C.B.E.�.S. �IC@IISe NU171b@I': F-���6 r + ROADWAY DESIGN HYDRAULICS DES/GN FREQUENCY = 50 !�RS � �lpl�e ENGINEER ENGINEER � ii� I ;- I�i DESIGI�I DISCHARGE = 77.2 CFS - STV Engineers, Inc. DESIGN Hy� ELEVATION = 943.45 Fr ST`T 100 900 West Trade St., Su�te �,5 F L AT I RO N 1100 -�00 YEAR DISCHARGE = 82.0 CFS - __ �� cnariotte, Nc 28202 NC License Number F-0991 l00 YEAR Hy� ELEVATION = 943.58 FT ' _ _ __ OVERTOPPING FREQUENCY = �500 YRS ' ' -� � 0�/ERTOPPING DISCHARGE = 626.9/ CFS f ? 1 O 9 O _�ERT OPPING ELEV AT lON = 1006.53 FT - _ _ DOCUMENT NOT CONSIDERED FINAL ' ' ' ' ' ' ' ' ' UNLESS ALL SIGNATURES COMPLETED � �8� ------ ------- 1 . _ i I.. !. ! 1070 1070 _, - - _ _ _ _ -- - --_ - - -- - --� - - -- -- - � , ,� , _ _ _ ' _ � � � 1060 _ ___ _ _ __ _ 1060 �� � � ���� �� 1050 � 1050 . i' i � i i i i i i' i i � i � � i ' i ' ' i ' � � , � , , � , � 1040 �- 1040 ��J37� . � I� I � � I I � II � � � II � � ! � . 1030 ' ..� � -- - _ � � 1030 --- -------- ---� -- �rc� - - _ . _ , - --- EL = 1,009.30' _ ,_._ - K = �92 , 102 0 ----_--- -------- ----- � _______ ___ ___�C = _582' --- - � ' 102 0 _ DS � 70 �IPH -_ _ - � � � � � � �, PR POSED G ADE �� I , I :: � _ _ 1010 ' -- - ---- - - -- ---- �--- -- ---_ �__ ___ -----_-- -_______ __ ___ _--_---- -__ _____ ___ __ _ _ _ ____-_ ------ - ---- -------� o _ __-. __ �30� i �-10.�027'/. � --- --- --- --- -- --- -- - --- --- -- --- --- - -- --- -- W I I I I I I I I I I I I � � o0o I- � 000 II I � II II II I I� 990 = 990 � i . i � � � � I I II I i : : , STA. 398 00.00. EL 97/.00' _ , � �; _ ------- _ - -------- -------- ��� �,�t .84`-- . . . . - . '-. ; � � �� �� ��� � � � �� � . - . .� , , , , � � � �� — � � � � � 9 70 � '' - - �_ �2 000� --- __ _ _- - _ _ 970 -------- ---- -_ -------- � — � ��ou�G� --- __ __ _ _ _ �,_ ��_ �` — I I - � � �� � �I �� � -- — — .� i �� / �� — — — — � — _ .-- � 960 `� �^ -- `` �'. �, �S 66�. � � - � '� ��.�� `�,` : I �: 960 _ � � .i ` � �'� �.`�--� � � -- -------- --- --- - --- -- • --- , -- -------- � � :�- ------ . � � � � � � ' �� �• � �� ` ��� � ����. �►► �� ♦ �� �� �� � � ♦` . _ .� .�.� �� �� , _ � ---- _. _ _ _ --- - - - -----_ - - — - _ -�, ��_._ ♦ �` — - - - _ _ _ � ���. . ` i i `� � � I� � _. 950 . . . . . . . . . ., �, - - . . 950 ------- ---r= if��.. ------ -- � -- _ — : ;CJ �� _ . � _ . -- — _ _ _ _ _ . . � - � ' _ .�i — - ��\ � — — — - ' ' � --- -- � I _- - � - - _ _ _ � _ ' _ _ �. _ _ _ —'� �—I--- i , � � � 940 I STA.4 +00.00,E =952.00' `' --_______ � r- - I I � �'` 940 ------ --��---- -------- --- --- -------- ===�---l= _-� • ------- -------- - -- � ---- . � ____ . , _ - -____ � --- i-i�--�ri_ ; ;_ � � ___ __ __ . _ __ __ _. _ _ � I I I , _ _ ___ . _ - _ _ ♦ � _ _ _ __ . - -- i - _ _ _ � - - . � � � i . !` � _ i I I I . 7� �% �� I I I I I I I i I � � _ � 930 . _ _. -- .- -- __ -__- STA.4 3+00.00,E -94/.93 930 _ __ _ .— -------- -------- -------- -- - --- _ �� __ _ _ _ _ _-_ ---. _ _ , � : : . -__ _ -- --- _ -. - -�-�.-�- : __L�-�__��. �_ I - _. _ i � � I � i --- - -_ .. -_ _ --- —_ -_ _ E D 5' LAT R B S D/TCH T .-_ :- : - - -- : - :- -� � � � � � �-� � � _ _ -- ��+ -�= �----- 920 _ _ _ . _ _ i . _ _ _ _. _. — — —�_ i i i i i � I � � I " " " _ _ _ _ _ — . 1 �I� O SEE SHEET 30 FOR' —L— PLAN ' �%� O 397 + 00 398 + 00 399 + 00 400 + 00 401 + 00 402 + 00 403 + 00 404 + 00 405 + 00 406 + 00 407 + 00 408 + 00 409 + 00 410 + 00 411 + 00 � � � a r � a H Q � 0 � c� m z � w ;; m --' a � w z � W H � � � a 0 � � � � � , � 0 0 U i � � Q � � 0 0 U Z � W > H � � � O N \ � N \ 0 � w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. —J .302 % _ HDR Engineering, Inc. of the Carolinas U-2579D E& F 87 . J3 ���� � � � � � ! ' 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - N.C.B.E.L.S. License Number: F-0116 r + ROADWAY DESIGN HYDRAULICS � OOO I I I � �ipl�e ENGINEER ENGINEER -----�� — � E L 1, 0 0 7. 3 2' � i l �� C T� T STV Engineers, Inc. F L A T I R O N � I � IJ 1�/ 100 900 West Trade St., Suite 715 _ ; �_- Charlotte, NC 28202 K �A7 � J3��00 E'C!'/l/Ji NC License Number F-0991 - � ' ►� _. �� . VC T26' P OPOSED RADE ; � �" ' - - - _ _ _ _ i 990 . --- _ � ----- -- ------ ------ ------ ------- ------- ------ ------ -------- t�� i�i H _ _ , -_-___ __ -- - - - - -- - - - - _ _ _ _ _ - � ♦ �--��� —� � i � �� �- ������-_� � ` ; E/�D T lP ; PROJ CT U - 579DE , ;_ _ _ _ _ _ _ --- -- i �IBO �%♦ — — f = � �--�� DOCUMENT NOT CONSIDERED FINAL ��--►� ! ��! UNLESS ALL SIGNATURES COMPLETED ; - - STA 392+5 .00 A EAD ''� ------_ ; _ , , ; , '�, �, E . = 99 .55' �" ' --- __ - - _ , __ ♦ - _ _ _ - - - -- - _- --- -- -- --- -- � l. "OVERLA '--- _ �� I I I � I I ��--�� � 970 . . . _ , � � Tl TO lP PR JECT -257 (BY THER 1 � -----_- 970 . ------ -------- -�_ I , . -- '-----__ . _ -- � � -- ---_ � _ , _____ ,- ---_ - --- � �=_ -_ _� _ _,�__ _ , -- - -�-_ - - .i" —� � , 960 � .� " — _ _ _ ` — — �'_--- 960 - . - : � — � ` ----- � � +)5�- � � �, �� � � -- ./- __ � � � "� � BEGIN LAT ER BASE Dl CH RT � _ , � - - � -- - � � � EXIST lN� GROUND � — � � � - I , � � ST A. 4/ +90.00, EL 972.50' � � � _ _ � �� � 950 --= " � -� � � -------- --- � ---- ---- -- ----- , 950 . _ � _ _ /1�// `� " // ---- ♦ � i i i . // i 'i i i -- --- � ' - . _ --- 940 - � � � � �� �-- -- -------L -------- — ------ -------- --- -- --- — __ 940 — � ' D l.5" OVERL Y : -� � � - - 'r � . , ��� �� �� ; � ! ST .447+ 0.00 � � � � - '� '� � ; � .- , � _ _ � � - 930 ------ ---- -----�-= � 930 � -- - __ � . _ . � � �, � � �, � � - � � -- -_ __ � � � `� � ♦� i� _ _ 92 0 : --- - 1�--- � � _- � - _ � 92 0 . . � � _ - � — ------ --- -- ----- --- -- i , ----- --- -- ------ =- - - - = -- --- - -- - - -- -- - --- --= - S E E S H ET 31 F O R -L- P LAN 910 910 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 Z f -J0.3027 . � _ , o J3?yrp�� N W.. - I I I I I I I � 1 000 _ - _.- - I I- 1 000 _, .. .. 1�j% ---- ---- - _ . . / � // TV�.� . _ _ -. .. . . _ --- _ _ . . _—. _ .. . . EL 1,007.32' ___� �3.2� p p - _ � � _ _ . _� � _ _ _ � ��_ _. —__ � � �� �� � �� K- 247 PR POSED G ADE -- � -______ � 990 � ,�- ; � ----�__ �___._. � - 990 ---- --- ____ DS 70 �IPH _ ; __- -- ;______ � � , i i i, i i i i �_ i - � �"''---.�_____� � . I l.5" OV RLAY ; � i � i, � ___ � � _ --- _ __ _ __ _ _ � - ----_ - 980 �, E D TlP PROJ CT U- 579DE --- -----_ _ - - 980 _ �_. _ _ __ � - - STA 4/5+27i.33 BA K = __ _ _ _ -____ _______ ' ' , � � ; � � � ;�� -- STA� 392+5 .00 A EAD � �_ "'-----_ ____ i . __ _ � , � - ♦ - � _ _ - , , ►___ ' — _ 970 ; '� E �. - 99 .55 � _ _ "- ----_ _ � 970 __ _ . __ _ _ __ � -� _- �- �- _ -------- ---__ _ -- _ _ --- -------- -------- ►� ' _ ��-- �� _, _ �� B GlN l. " OVER[�AY ONL � � � -_______��____ - -_ - _ � ( � � ! - - -�. �_. . - _� -. . . _ _ I � ��� � I / � � � _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � r � �. � � �. � , , , , , , . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � ` / 960 � .�__—�__ _ 960 � � --- � � / �— --� � . / � � � � � _. /� _ - _ . _ _ . _ — _ ♦ ----- _ __ _ _ __ i -- ---_ ----_ ♦� � �� _ _ -. _ _ / � � : : : : : : - — � ` , EXIS lNG GROU D � � � � 950 . . � � . � . . . 950 � - --�o.� / ----- — �� II - _. - � _ _ � _, �� _��� �-� I �` � I - / . - - - - - -i � � � _ � � _ / � � .' � � � ' � _ _ - - - - _ -. . ___ — _ _ _ _ _ � - -- 940 � ` � - - : , � 940 -----_. _- o��.=. �--- ------ - I �- � � ` - r/ � �.�1, OV RL Y _ i -: : I i - - i i . —. _. -- — � � ' // I :_ — _ _ _ � � _ --ST.425f1.02E 930 . _ _--- - - -- __ --- - __ _ ._ � _ -- - - � - 930 : : : : : : : : : : : : : : : : : - - - - -- - � :- - - - -- _ - - : -- -: - _ _ --- �� _: �� : -�_�-� -. _-��-�--��-�- � � � � � / � �` / . i i i i i I � i 920 - - - - : �� — — --�' 920 _ _ _ _ . _ _ . � � _ _. � -�_ i i i , _ I _. I - _ _ _ - _ _ _ . � 1 �I� O SEE SH ET 31 FOR' -L- PLAN ' �%� O 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 c � � � � � J L.L � i � 0 � i � � � �. L � a � � 0 0 U Z w � m a � Z w � t a O � � � c a� � O � U i � � Q i H O � U Z � W � H � � � � m N N 0 � w � H � � 0 N � v N \ O .-� W � a 0 � .� � � L U �I w � 0 � � � � N � � C O � � 0 � � a � 0 U i C 0 t U � � � � C O U i � � � � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 88 � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - , N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � � , �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ' , , � NC License Number F-0991 : _: . . _ . . _. I BEGI GRAD � -- ------ ------ ------ ------- ------- ------ ------ -------- _ —Yl — T Ae /0 00.00 - -- - - -- — — - — -- - — - - _ _ _ , _ l +63.00 EL. — 46.50 P/ 3 � � _T - EL ; 952J7' - _ _ ' � � VC � 365' , , � DOCUMENT NOT CONSIDERED FINAL _ �___����. _ DS = 50 �PH PRO OS D G ADE ' uNLESS ALL SIGNATURES COMPLETED �� _ -- _ _ _ __ _ _ Pl 18+20.0 -- --- -- . . +11.5628. �'�2.987% � ' � _ ' -- � Spec aI Cut � vc = 29a I C . 0 �� � ���'� ��� ���� --- - --- _ _ K l74 � __ -- ____ ____ _-- _ __ __ — ____ _ - _ DS 68 P '� � � � � � ---- -- - - ; $pecial Cut � J5% � Ditch @ I -- -�.._----- -------- -�,._----- _ I o -------- -------- ��g87 �- ./30�j — — — — — ___ o � —� �_ . � � i i � �s - I �. . � . J OO �' _ _ _- _ � . I I I . � O p � O � r � � ^ 'i- -- ----�---- _-_----- ---- � � � M w+� . � W - XIST lNG � ROUND > o� . _ , _ _ W . Q w _ . . _ . . . . . . . . . . .. �. . . . . . .. . . . . - � . . . . . _ _ .. tn W . . _ �. .. , . � �. �.. . �. .. � . . .. �.. .. , - .. . .. . . ..- , , . , i , , , , � , . , . . , , .. . _. . .. .-.------ --------- _ -- _-. _ . . - . . . . . . . . . . . . . . . . . . . . . . . . � . .. . . �I i . . : . . . � ._ _ . -I' I ��. --- - -I I �, ,_ _ .,_ �.._ - I-II II --- --- �. '...- .. � ---- -_ - I ,.- . - - — ---, -- --- -- ---, -- --- -- ----- --- -- ---, -- SEE SH EE 35 FOR Yl— PLAN 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 N Z Q N W . I I � � � I � I � I' I I I I � � — I I I I I _ . _, _.�. .. _�. -_ . _ : . . . . . . . . . . . . . � � � � � � � � � � � . , . . : : . . . . . . � . . . , � � . . . � . . . i . . � , . .. . . . . . . . �. _ . � . . i i � � i . : . : . . i : . . . � . i i . i i: i i .�I I I I. I. I. �, I I �I I I I I .. ' I . I .� . I � . .� i i �� i � � . _ _ . --. _ _ . . _ _ . _ _ _ _ .. _ _ --- --. _ _ . . .. . . _ _ _ . _ _ . . . . . . . . . . . . . . . . . . . . _ . . . . _ . . . '. � P OPOSED RADE - ; ; ' ; _ _ _ _ - - - - _ _ __ __ _ _ l = 28+ .00 � _ - : _ L = 927 ' C=35 ������ , _ /02 � _ -- S = 5/ PH _ __ __ - - ------ `_�� �--•� �--�, � � � _-. i i - l � � �..�'�� ���� � ' i i i i i —�. — �.� .� �� ---- ----- ------ — � � _ . • I �qtera $�% - � i''.� : : - : - _ _ __ � � � �ateral V (-1/.l3 5'/, �+�2•29� pitch @ _•_ _ - - � _ -� I - I � __- - ` � � � � ` ' �tch @2-092 ' � Base _ _ _ _ _ _ _ - - - " " � � � _ ' ' _ _ _ � _ , � 2 ___ _- �� _ — -I - - - " � � - � i � � � Ditch - @0.24% - - ' - - - -- - - � ' �---------------------- -------- ---- �' " - 1 � �� ' � �� � . .� � ' . _ __ - - . _ - - ��_ ___` '� _ _ . _ ��� � ��� i _. _ _ _ Lateral � �. _ _ _ . - Ei�ISTII�I�'i `GROUND o Di ph r@7.75% � � � � � ii Ditch @8. 6/o � � : : ! _ ____ ._ .. __ __ ___-. _ ____ _ .— i � � � _. � _'___. ___ - -__ __ _ --, - --- -- _ . _ _ � o o� o �I _ . o0 _ . � O M N � II -- _ M N - --- -- - . . . . . . .- - . . . . . _ - . . . . . __ . . . . . . - _ . . . . . _ - _ . . . . . . . . . . . - - . . . -- J J + � + N + N --- . . . . . . . -� N . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . L-�.-i -�. . -.- . - Li. i_ . � � � � � _ N N O� N O� M O` �� � —_ __ • • . • . -. --. Q W .. : -. .- ._ . . - ._ . . -. .- - . �� . . . . . . . . . . . . . . . . . . . . . . . .. . .- - . .. . . . . . . . . . . . . . . . � 0 O � N . N W y J .. , II . �. . . . . . . . . . . . . . . �. .. . . . .. .. . . . . . . . . . � . . .. . . . . . . . . . . . . . . i i i i i .. .. � . N W - - O� M - . �o r-- I� � _ _ N�; fV a` _ I „ II _. _ _ Q W Q W - . . - - _ i- . I_ . . . . . . . i . . . . . . i i _ . . . . . . . . _ , . . . . . _ , _ . . . . _ . . . . _ . t� W t� W .. . . . _ I . . . . . . . . . .. _ . . . _. . . . . . _ . . . . I . . . . . _. .. . . . . . _ . . . . . . - � � � � � � � � `- � . . '. . . . . . �. . - . . . . _ . . . . . . . _ . . . . _ . �. - . . . . . . . . . . . . . . . . . _ . . - . . . . . . . _ . - . . . . . . . . . . . . _ . . . . _ . . . . . . __ . . . . . . _ . . . . _. �. . . . � � SEE SH ET 5 FOR ' Y1— PLAN 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 c � � � � � J L.L � i � 0 � i � � � a r � a � � 0 0 U z w � m a H z w � t a 0 � � � c a� � � O O U i � � Q i H O � U Z � W � H � � � � � m N 0 � L.L.� � H � � O N � Q N \ O .-� w � Q 0 � .� � � L U �I W i 0 i O� ti � N i � I � O � � 0 � � a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 89 � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ , icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � � , � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 ��.�.�� , _ _ _ _ _. -- ------ ------ ------ ------- ------- ------ ------ -------- E D BRIDG - - - - - - - - - - -Yl - ST A. 3 f56.7 - �� - 938.1 • _ _ _ � i � -Yl - ST 3 +10.8/ � _ EL. - � = DOCUMENT NOT CONSIDERED FINAL ------ ----- ._ Pl = 3 +50.00 ' __ - I UNLESS ALL SIGNATURES COMPLETED _ -- _. _ -- - -- - -- EL = 2.62' „ � -_ _ _ ___ Pl = 7+15.00 VC = 50' Berm o�t�h , P OPOSED RADE EL = 938.40' . @5 98% — ---�----- ------- --�{� — �(� --- -- — � � @ .15% Be m Ditch �,/ QS = � IUP�l Berm Ditch W/2' ase @6.62% II ! %� _�l/`t � Berm Ditc @3.93% ° I ' I � DS = 52 �IPH � _ �'� i -��.3622 . @1.96% � � ' ` � ' � � Berm Ditc ` Berm Ditch , �'+'� �� 1s�' `.��----;---- � W/2'Base @0. 1/0 _ 1 � _ - ' ; � W 2 Base @OJO° ------- ' - =�_ - ----- -------- -------- -------- -------- —�— —� ��� �--� ��� " ----;� --�- -- _ �. _���� ------- � � �� � � � � � � � � � � � � � � � � � � ✓ 2' Base _ � � T � �� +� w w. �� � � �s��� � � �' � � ��• �.� .� � � � Ditch @l.bl 0 2 B°Se 2' Base Lateral V o _ � � — — � � � � � � -- - Ditch @0.41% itch @0.21% Ditch @1.2 /o ��.�— —�� � I I � � � � � . , � ~ � -- --- -- -�--- ,� � --------����� � M��'. � o� II o ~ , � --- - ~ -- -- � -- � ------ -------- --- _ � + � i , � _ __ __ o 0 o I o . - � EXISTI G GROUN o M; o M� - �� �N �� o� Mo - o o� �� H� O� Qw I +� �� +ao N^ _ -�M �; I I� _ �0 N W �f�j Nw M� j Qw � �M . . �Ap, _ M -FM �— �� �� Qw �� . I i � � � M� �� i � � j � � �o� . � O` I_ J � Q W . . _ . _ O . M � - M % _ - N W .. . Q W . . . . . . . H J . . _ � J . . . N W - . W Q W . . . _ O .. H J H J � . N W I N W _ N W Lj N W - _ O � _ �- _ _ ui . _ _ +M i � _ _ _ . � o, (h -- - - . - � � � � � � i � i � � - � J I I I I ! I I I I I I I II I I I I I I I I I II �' II II II I I I I I! I I I I I I I i I I! I I I N W � I ---- � . . . . . . . . . . . � � � . . . . . . . . . . . . . . . . . . . . . . . . M � + � I I I I I I I I i M � ! ! QW .. � � .. � .. � . � .. � � . .. � .. � . .. . . .�. . N W . . . . . . . . . . . . . . I .. — ------ --- -- ----- --- -- ----- --- -- ------ I� i-- - - - i �- - � I II � -- -i I - I-I� I� --- --- ' - SEE SH ET 5 FOR Yl- PLAN 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 N Z 1 � N ` W I I I I I I I I i I I' I I � I � � — II i I I _ _.� � - _ _.�-__ . � � � � � �, _ j Pl = 58 93.00 � � ii � � .. � � � � � l _ 52 + .00 ROPOSED GRADE . ' ' ' ' � � EL = 95 .45' L=95/2' , , VC = 2 _ C = 260' - - - - - - - - K = 86 - _ ��_ - �- = 57 H _ , . - Pl = 47 /5.00 � � . +10.3005'/. . _ � � ' , � � � � �+JO. 005'/. 2 . EL = 9 8.40' - - .3 ,� --- — --- — •730 / __ _ _ . �+�2 -- '— ' . -- . _ _ __ — --- _� _� _�___ -- �— — — --- -------- _ _ - -- -- -- _ _ _ - - - -__ ___ - __� __� _ _____--- _ -- — . K _ � � � � Speci I Cut � � � — -- -- DS = 5 PH . �/ � � — Ditch 0.43% - � � M � � --- _. ._ . — ---- - - - - - - -'_ _ _._ _ ---� � �I I I I � _ _ : : _ � � � � - - �� _ � - ---- -------- - 234� � � (+)2y • _ � _ Lateral V - - .___ _ _ . _ _ . - _ ~ _ � __ --. J . .._ -._. . . .___ . . ._ . . .. .—. . . _.---. . . . . . . . Ditch @1.73 0 . _ . _ . --- . . � . � : : : : : : : : : : : _. o� : �� . � _ - coo +� -- - � � � O — - � � - _ _ Q W O.— _ . . -. - ' - � _ � J - _ - _ _- - - �i + O �I _� H � N W . i � � N w � _ � i - . � i � _ I _ - �, _ _ _. i _ I _ . ' - - _ , _� _ _ _ - - - -- - � - . . . . . . . . . . � J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fn W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . - . _ _ _ _ _ _ . _ _ _ _ , _ _ I I �_ I I . I _ I . _ _ . . _ . - - - - . _ _ -_ . _ . .- - _ - - _ _ - _ - - . _ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . - - - - . . _ _ _ . _ _ . � � _ _ � -�_ i i i , _ I _. _ I _ _ _ _ - _ _ � SEE SHEETS 5 36 FOR ' Y1- PLAN 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 c � � 0 � � J L.L � i � 0 � i � t � �. L � �. i � O 0 U Z W J m a � z w � t a 0 � � � c a� � � O O U i � � Q i H O � U Z � W � H � � � d � V N O �O w � H � � O N \ V N \ O .-� w � Q 0 � .� � � L U �I W 0 i O� ti � N i � i C O � � 0 � � a � 0 U i C O � U � � � � C O U i C O L � � � � � W O W J J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 90 � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ , icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � � , � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 _. . — _. . � E D GR DE __ _ _ _ _ � i � —Yl— ST e6 +55.00 ���� � �� ���� ��� ��� ���� ���� ���� �� �� ��� ���� ���� ���� ��� ---- ----- DOCUMENT NOT CONSIDERED FINAL .— e UNLESS ALL SIGNATURES COMPLETED PROPO D GRAD - -- - -- - -- -- -I _-- -- - __ ___ --- -- --- -- � �, -�� I I I � I I ��--� � I , �'�2.73 y __ _ _ . ��� 'I i i i i i �� __ , , � � ���— I --_ —_-- __ _ _ _ _ ___ __ _—: _ . __ --- - i i i I i _., . _: I I � � � � � � � — — — — I �. . . � � � � �. � � � � � � � � � � � � � � I - � � I � --- --- E lST l G G UND _ _ � , � _ _ i � � , � i � I II � -- -� � - I-I, I' --- -- ' _ . � =--- - i - _ - — ---, -- --- -- ---, -- --- -- ----- --- -- ---, -- SEE SH EE 37 FOR Yl- PLAN 61 + 00 62 + 00 63 + 00 64 + 00 65 + 00 66 + 00 67 + 00 68 + 00 69 + 00 N Q N W I I I I I I I I' I I I I � I I I I I I I I I I I � � � � � � � � i � � � : : ; : � � � � i I I I I I I I i I I I i � i i , i , � � � . -- __ . -- — _ _ _ _ _ . _ — —. _ — — — — — _'_'_ . . — _I . I_' —. . . _ . _ _I . __ i i i i i i _ _ . _ . —___ . _ . _ : : - : - -: _- _ - . . _ . -. - . - . . - - - - -i i � _ _ _ _ i _ , _ i _ _. _ i _ _ _ -. - __ _ _ . _ -. . -__ I _ _ _ _ _ . - _ _ _ _. -� - -- - - _ - . _ _ _ _ _ _ . _ _ _ _ , _ _ I I �_ I I . I _ I . _ _ . . _ . - - - - . _ _ -_ . _ . .- - _ - - _ _ - _ - - . _ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . - - - - . . _ _ _. - - _ __ _ _ . _ _ _ i . _ i i i _ , _ I _. _ I _. _ c � � � � � J L.L � i � 0 � i � � � a r � a � � 0 0 U Z W J m a � z w � t a 0 � � � c a� � � O O U i � � Q i H 0 0 U Z � W � H � � � � rn � N O �O w � H � � O N � � N \ O .-� w � Q 0 � .� � � L U �I W 0 i O� ti � N � � � O � � 0 � / a � 0 U i C O � U � � � � C 0 U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. BEG� GRAD � HDR Engineering, Inc. of the Carolinas U-2579D E& F 91 � � � � � i i � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 -Y�RP ST .�OTOO. O - N.C.B.E.L.S. License Number: F-0116 + ROADWAY DESIGN HYDRAULICS - ��� __ I= II f7'J� O � , pl e ENGINEER ENGINEER L= 9/6� ' � � � -- STV 100 9oa �weEngaa eers, In e� �� 5 F L!1T � R � N p � E'C!'/l/Ji Charlotte, NC 28202 ' -- - � ' � P OPOSED /�fQOE � NC License Number F-0991 c = �8a � � ------- -�l = D1LQQ_-- - - ------- ------ -- � �- , -- ------ ------ ------ ------- - ------- __ _ _ __ _ �-J/.132 % � J/.6892'/. ------ --- , �� -- -- - -- -- EL = 0.55' � - - - � K = l0 , , , , � _ � DOCUMENT NOT CONSIDERED FINAL �~ � � N UNLESS ALL SIGNATURES COMPLETED � _ . i - . i _ . _ . - -- - . . I I �` � � • __ _ �� I � I I � I I-�- -� I�� � i i � - ---�---�- �J'-- � ���� �� " �� � I �� ��� / � ��` � ♦ I � ' , ♦ ` ♦ ' � � _ XISTING RDUND � � , . ' � � � � � � � ; � ` _ � � � , , .o�,�� �o�o � � � � ._��� �' e q ' -- - � � j i �— -'� S @ � ` ' -. �` � , -' 'L Q'�a'P � - . �� ----- ----- � � ,. . -- - ♦` - '� � '',,,, t i , , � -- -- ___ _ _ _ _ - 1 _ _ �S . - ' �'�Ch o o - �` - , ''''' !' �ase O � 1 ' I I � . i I i � i _ _ _ � i i i � `♦ /�' � p�ap I I I CULV ERT HYDRAULIC DAT A � ' --- � a � � — -- . � . , � - DESIGN DISCHARGE _ __ CFS � � - �- _ : �� �� DES/�N FREQUEIyCY =_ YRS ♦ � � i i i ' ' � �- �- � ~ -__ F T C STA. 20 + 90 -Yl RPA- I I� �� II I II II � I� I� II I i � / � � � I -- - DESIGN hry� ELEVATIOIy __ . � - _ / o _ o o BASE DISCHARGE _ __ CFS RETAIN 1 5' x 6' � � , _ � � � � _�_ �_ � o 0 0 � � LENGTH = - � Y � . � - BASE FREQUENCY = __ YRS � i ___ ._ � . � � . � � � c� -- -�KEV�F= -- --- -----� --- �-- � / + ^ + � + � BASE ELEVATlO = FT - _ � N -- GPL ELEV. = 1 ' � _ . / ♦ � a W � a W a w OVERTOPPING �REC1 �GCY= __ YRS _ � i I /' � > r> i �> _ , , � � - I �"' J I- J � J N N - . . i . . . i . . i . ♦`` � � W � W I � � W Ol/ERTOPPING ELE�AT/ON =__ FT �� �� � : _ � - : � . - _ — ------ --- -- ----- --- -- ----- --- -- � � - - - - - - -- . - - -- -- - - - --- SEE S EETS 5 & FOR -Yl PA- PLAN 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 N Q I � i N � W I I I I I I I I I' I I I I � —-_ - ��� I I I �= 28+3 .00 E D GRA E _ ��-_ �= 927 � � — IRPA — ST A. 2+26.56 � � � � � � , , � � � � � � � � � � � _/50' -.- , � I � , , , , , : , : S=50 PH ,_ � , , , ------ --- . _ _ . _ PRO OSED GR DE � . - � +l3•7 � I; : � � I ' ���� �--- � `` 2' ase Ditch Lateral V o I i i i i i � � � � � 5.98 /o D� ch 5.93 /o � � � � � � � � , � ' , � � � � , � � � @ _ _ _ _ . � . i .� _ . _ - �i J 2,g sp p. � .,�-' ����� � � � @2.94o�th" � I � � i i' i, i � � _ . I - - - -'_'_ _ ' _ _ � i s il_ ♦ � : _ II II- : � ------- -- � ' ' I_ I I / . . . - _ . _ � I � � � __ -- ,-------- � _ � _ -- - o I o 0 0 — . . _ _ I . . . . . c+� •7 . ' . . . �^ '�_ o^ �^ � . � . C^V � II �O` ��. ,. .� _ . — . N . N . N - _. - � - •> I •> i - _ . _ _ � � I- J I- � � � J F- . _ - - - I ' � _ . . . . . _ . . . N W N W N W tn . . ! . _ - � - __ � I _ i _ _ � I -~ � XIST NG ROUND - . � , - . . I _ . - - - . _ - . _ � — _ _ _ _ . _ _ _ _ _ � i I . I I I - I . . .I _ / ._ ._ __ __ ____ _ ____ _ .— _.____ ' ___'. __ _. _ _'___. ___ - -__ __ _ --, - --- -- _ . e�.��� � - -- � _ - _- _ _ - _ -- —. - ---_ --_ _. - ---- -�-�._� -. _-L'-'--�'-'- -- � � � � � - --- � � — _ _ __ - . . i i i i ' ' � - - - - . -----T / - -: - - _ - � _ . _ . _ � � _ _. � -�_ � i i i , _ I _. _ I _ EE SHEET FOR -Y1 PA- PLAN 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 c � � N � � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W J m a � z w � � a 0 � � � c a� � O 0 U � � Q i H O � U Z � W � H � � � � 0 .--� �O w � H � � 0 N � Q N \ O � w � a 0 � .� � � L U �I W i 0 i � � � N i � c O � � 0 � i a � 0 U i c 0 � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � , HDR Engineering, Inc. of the Carolinas � BE�'i� �'ilQ/�Q � � � U-2579D E& F 92 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - N.C.B.E.L.S. License Number: F-0116 r + ROADWAY DESIGN HYDRAULICS -YIRP - ST . l0 f00. 0 � ipi�Q ENGINEER ENGINEER �L. _ �.�T �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 E'C!'/l/Ji Charlotte, NC 28202 - , , j � NC License Number F-0991 — — -- ------ ------ ------ ------- ------- ------ ------ -------- _. _ _ __ _ _ — _. _ _ _ � E = 9/1.96' _ _ I--- I__ -- - --- � K= l53 _T _ _ _ _ _ _ ---- � _ - - - --- ---- � _ �--_ ♦i `- � - l70' � -��__ i �� DOCUMENT NOT CONSIDERED FINAL D = 60 H -- ------ -__----- � __..___--- � � UNLESS ALL SIGNATURES COMPLETED � � I `� ` -- - -- ♦ � _ - -- - -- '�� - Pl = l9+15.00 � � � `` _ -- �-1/.550 '/, ` �__� � �, � 2.6627% � � � �� 89 - --- --- .' - - -- 3.59' ' ''� ; K = l00 � � � - VC 680' _ � � � � � � � � � DS 5/ �IPH i � �e-- -------- -------- -------- -------- -- ------ ------ - _ f _ IIII �i �� � � � � � __ -_ �� �-�� � __ _� � 263'/. PR POSED G ADE , I � .6627', ( + - � � , � .. -------- ----�---- �� _ . i� � ♦ . ��� � i I I , i � ------- �-�� - ------- . � �-� ` / i . � ` � .-- --- ♦ _ - - � II � II I I II � I i II II I I� i II III i�� j�l ��`' _ , I I I I ! I I I I I I I I I I I I I I ' I I I! ' I I I I I I I I I I I I I I I i I I! I I I . � - � � ♦�` . , --- I ` / I I I � ! � � � I �, I -- --_ ...--- ♦ , , , , , ♦ � _ -- ♦ -- E lSTING G OUND � / � --- --------- --- _ _ ♦` � � _ ♦ / _ �` � , - - ------ --- -- ----- --- -- ----- --- -- - ' � ' � � ------ — -- ---- -- -- ---- -- - --- SEE SHEETS 5 & FOR -Yl PD- PLAN � 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 N Z Q I � N I W . I I I I I I I I i I' I I � I � - - _ �� _ _ Pl � 27+20.0 _ � � i i i� �i i i _ � �-__ -__ � _ _ � � EL = 926.8/' _ _ � i K /72 r _ �C = l50' , ,- � � � ROPOSE GRADE I DS = 68 �lP � �" ; , i i i i i i i i i, ' I�� . i i � � , , I, ,! - �i -- _ _ _ _ _ -- � . _ _ . +, +0000,� - _ _ 1 , ' � i _ � � ;; ;; � � �� � � i i i � � i i � i i i :: � �+�4�263✓ � � � _ _ � � � � � � . DGRDE _' ' _ _ .' � � , __ � _ _ - � • • i . r � , L. = 94 .0/' - - � � i _ I_' -: : : _ I _� �� I �� I , _ ----- `� ---- ---- � �� , . I ' � _I � - . _ - � � _ _ . - _ _ . _ - - ---- - _ -._ . _ _ : ' _ _— _ - = -------- _ — � . . _ . --- / ' — . . I i i : : : : : ♦` : : : : : : � � ._ ._ .__ � __ _ � ___ _ - - : . �. , - . ----- ` . . � , _ � � _ � - _ - . . _ . PIPE HYDRAULIC DAT A - J _ -- _ _ _ _ � � - 1 - _ _ � � : / 54' Reinforced Concrete Pipe Sto.25+64 _ � ' I - - - -- - - . - _ - _ _ ' - DRAII yAGE AREA = 329 AC _ _ _ _ - � - _� _ _ _ - ♦ , � DESIGI y FRECIUENCY = 50 YRS . � � � DES/GN D/SCHARGE _ 120.00 CFS _ - . - : __ - - __ � _ DESIGI�I Hy� ELEVATION = 878.7/ FT - . _ - _ _ � � � � _ � l00 YEAR DISCHARGE _ 130.00 CFS ' _ � - . i i i_ i l00 YEAR Hy� ELEVATION = 879A2 FT i - i . . i . _ __ _ _ _ : / i , , � / ! OVERTOPPING FRE�UENCY = 500+ YRS ' . _______ : : : : : : �'t`���Ib : ♦ � OVERTOPPING �ISCHARGE = 452.6/ CFS - OVERTOPPING ELEVATION = 9�1.�0 FT ♦ � __ . - - - - — - _ _ ---. . -_ _. -�-�.-� - _._��. �.__��. �_ - --- - -- - - - � - i --- ' , �_ - . . i i i i ' ' _ _ . 1 � -- - . 54' RC - -: - : _ - _ . _ _ . � � _ _ _. � —�_ . i i i � I _ __ . � — � � � � � � � � _ _ _ — _ _ _ � EE SHEET FOR -Y11�PD- PLAN 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 c � � m � � J L.L � i � 0 � � � � � a r � a � 0 0 U Z w � m a � Z w � � a 0 � � � c a� � � 0 O U � � � Q i � O � U Z � W � H � � � � N N �O w � H � � O N \ Q N \ 0 � w � Q 0 � .� � � L U �I W i 0 i O� ti � N i � � c O � � 0 � / a � 0 U � c O � U � � � � C O U I � � L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 93 � � � � � � � � ' i i � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ � icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER ���-� -- , �r�,� T STV Engmeers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 � �� ------- � � _. _ . . -YILP - ST l0 +00. 0 � _ � � � � � � � � � P� = 2�+�5.00 � � � � EL. _ l2.1/' � � � � �� � � _T _ _ _ _ _ _ � i � EL 927.58' DOCUMENT NOT CONSIDERED FINAL - � �� UNLESS ALL SIGNATURES COMPLETED _ . - -- - -- - - -- - VC l8� i- . i _ : _ - I � - - - - . _ _ . ___ --- -- --- -- DS 42 �lP _ . . ' � �����i��i�--�i;� . _ __ __.__ __ � �__ __ P� _ �+�o o �570•�, �� EL = 9/0.28' PROPOSE GRADE +)5• � � � � � � �� __ ���` 0 ��� - ---�E , � � _ — -_-�� �� -- �' �'�- �� --- - --�� � ------- �- '_ �S = 4/ �h� ` f - l = l5 +30 0 I �' ` ` ' ' �� � ��r� I i ♦ I — ' -- - �� I _ � ! ._ __ ♦ L = 895 ' ' � -J .5000'/. � i - ------- -------- �-� � 8 . ``` , �_— ----___- ! ----- -------- --------- -------- __ � - _ � 4ia ' E GRA _ � � - -- _ _ . r -YILPA - ST A. 2+09. 9 - --- __ _ -� � � � - 33 PH � � - i � __ � ; � �'' ___.- � � ' � - ELe = 929.4 " --____ _ .� . _, _ � _ �.--- - -_. ____ _� �___ . � o.� - - � 1 pt ro� ��` r �34�/�� � ��.457 • ,— ._ _. __ '���. O`;Gr o'o . I I � � I I� I I ; I� � � I I I I� I i ; i, � � e i ! � � 1. g Fj IIII II II IIII III II IIII II IIIIII IIIIII II' IIII EXl T lNG GRO ND o °'`�h 9, � � - / 2� e°Q @ �� : 00 48�, ��� � � �Q �' -' ' ` � --- ---_. __ N � � _ _ � ' � . . . , . . . . . . . . . . . . . . . . . M� �� �' � 2' Ba e Ditch @ 0. 2% __ r ' J i I I I i > � � � - `♦ �2' Base D tch o . , , , , v� w � � � 1.62°/ o� . , F- I @ � H M �? I � ~^�` � �~' p �� O I - � Gk3-- 00� -_ �� M� H� � . � � � 00 N u� + `O + I I I �� I 1 +� �p�p I I I - �� Q w i �i i i I l i I li li i _ - - - - -- - - - - - . i j r .. . -- ----- --- -- ------ a w _ � � -- ----- --- � w � W N W — __ -- -- - --- -- - --- --- EE SH E ET FO R -Yl PA- PLAN 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 N � � " � ; EDGR E W . � � � � � � � � � � � � � - ILPD - ST A. 2+28.07 � � _ _ _ , - �__ , _ , -------_- - _ ; ,- Pl = l8 00.00 , , � --- � � � - �-_ -_ �� _.�_ . � _� EL = 8.00' _ � �h' ---_---- --- -.--�- _ . -YILP - ST l0 f00. 0 � � _ ,__ I �, , � � � � � vc = � a ---- _ ,, , � EL. _ 11.52 - � � � os = MPH �� . , , � � . __l= _ __ , �83 '�• ,, --- - - -------- --- �- �_ , _ �� / _ //+35 0 -r __ _______ __ ___ ��3�5'/. I � � � - �� �L = 909 7' � � ; �+). �� � � � � � � � � ' � �— � � � � = 33 �_ ___ _ _ I �� . � ' ' , - ---- —�-,�-�- -------- � __� __ -- C 75' - ' - _ � _ � - , � � = 36 PH --- E = 899.8 �� i i. i i � �_� K_� � � � _ _ _ _ - ,� _ _ — -. ` ',�` _ �-1/.6 95%_ � — _ V = 395' � : ------ ---- �� �+ � 5 ��� � D = 30 H � � � . . � _ __ � � � � - _ _ � _ - � ----- - -- -- _ _ _ — - _ 3��% , ' � / _ � � / i . _ . r � � _ � - _. . _ � � . - - - - - i ' � 1 i ' _ ` I , X I _ i _ _. _ i _. I ' . � . - _ _ -� - -- - � I . _ �� - I -. ' � I I . ` I Lateral�V� itch � _ . _ _ __ _- - _ - . _ __ _ _ @3.40 � � _ _ _ _ . _ � � . - . i _ _. . -. - -I . _ _ __ � II I I . I I _ � _ o �/ , I - I . . .I : _ __-- .- . -- : :__ -__- - __ _ .— ♦ ` ' o o ♦ _ ___-:_ ' _ __ - _' _- --- - --- :_ _ - -. . -- -- _ �ri + � _, � � _ . , J - � oo � __ r > � � � / ' - —, --. —� —�._� — _ _�,-�._ ��. �_ ' — --- - _ _ — _ . — _ _ .— — _ I — . . � � lST lNG G OUND �� � J � � � � � I � O � � N W --. _ . : -. - _ -- �_ . _ -. - I I � I- + � � v ao � � ' . — — . Q w ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - _ , � J . . -. . . . ___ . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . _ . . . . _ . . . . . .. N W �. � . . . . . _. . . . . . . . . _ . . . . . _. . . . . . . . . . . _ . . . . . _ . . . . . . . . . . _ - _ . _ . _ _ . . . . . _ . . . _ . . i _ . . . . . . . . . . . . . . _ . . . . . . . . _ . . . . . _ _ . . . . _ . . . . _ . -. .. . . . . _ . . . . . . . . .. _ . . . . _. . . . . . _ . . . . . . . . . _. . . . . . . _ . . . . . .- - -�_ . I I I � ' � . � � � � � � � � � �.. EE SHEET FOR -Y1 PD- PLAN 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 c � � v � � J L.L � i � 0 � i � � � a r � a � 0 0 U z w � m a � z w � t a 0 � � � c a� � � O O U i � � Q i H O � U Z � W � H � � � � m m m 0 � w � H � � 0 N � � N \ O .-� w � Q 0 � .� � � L U �I W i 0 I � � � N i � � � O � � 0 � � a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 94 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - IC@IISe U171 er + RO DWAY DES GN HYDRAULIC N.C.B.E.L.S. L' N b: F-0116 r A i s � !� ipi�Q ENGINEER ENGINEER � i �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 - -- Pl l6+18.00 -- � -- -------- -------- ------ ------- ------- ------ ------ -------- — - -- - — — _ _ _ - — - - _ _ �_ ' EL - 937.98' E lSTING G OUND _T - , K 62 ; � ' ' DOCUMENT NOT CONSIDERED FINAL . UNLESS ALL SIGNATURES COMPLETED i _ _ � fi� _ - - -- - �� DS = 45 �P � _��__� _�_� � i � _ -_ _ -- --- -- B Gl G ADE - !, �� —� �-� �I�I I�I�--�li I �� ��--- -- — — �TT 7"'f --- -------- — � � "' �— ^ �, -- e � ' } '� • � 1 E . = 90 .63� PROPOSE �RQOE � . � +�6�°°° � ` �, - �_, I �� ��� � � --- t' ! E D GRA E -- -- �t = .t� , _ _ - - - -sp ��ai c�t ��t� " i,l -- _ /A — S Ae l9 +2 .11 � � � i � - EL = 9 9.60' f -� � - @ 2.$0 �o � _ E.= 93 .l7' � .` �� K = gT � ,,✓' . -- - ; , - i �C = /2 ' � � � � -- -- i �i i DS = 5 �IPH � � � � J � � ' ��i� . ,�p�t�$�% � I o ! oo ' ---- � � � e��a� @ 5 ' � � � ` � � ` � �? . � � SM ; , �� �/ S'PQ R �� N i �� i i . .�� wr �. �. � ; � � � � � --- -- ------- - �• O • .�' QW W �J ' .. . N W W �. . . . _ : .� _t _ - . _- .�_- ► 4� � � � • Cut D� �h o . — , . ___ ___ - � __ _ i i � i i � ' � i ' � i _ ��� � pecia� � .2$ �p I I I I ! I I I I I I I I I I I I I I �' II I I I� i II II II II I II II I�i � II II I II II II li I�i II I II W pS� _ I --� — -- — 0 0 .. . J � � � . . �I I � �I I �I ,. I I I � I � . I I . . . . .�.. _ . � � + � . . i . I . . I . . . . . . i . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . i . . i . . .. . � _ � � . . . . . . . . . . . � . � . . . . . _ � _ . 00 0 .. � J . . . . . . . . . . . . . . . I . -� � tn �u -- r - � ... . ~ J � _ _ _ . . - . . . . . . . . . . . . i . N W i . . . . . . . . . . . . . . . . . . . . _ . .. — --- --- � --- -- --- -- --- -- --- -- --- --- II 1---- -_ . . I -�- . - .. � ._ _ . '. I �I. --- ---� I �.. ... - _ .._ �... _ - -I I --- SEE SH ETS 35 & 38 FOR — lA— PLAN 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 N Z Q ' N W � � - � � � I, I I I � i i � B Gl ' G AD _. _ _ I I - —Y B— S A.10+2 e96 � � � � � � � � _ _�--___ EL = 939 28' Pl = l+05.00 � �, � � � � � ,l i ,I ,II EL = 35.60' , , , - -- - - _ ,--- � ---- �-_. VC = 0' DS = 23 �IPH PROP SED GR E � � � � � � � � � � � � � � � _ _ __ _ _ - --- -------- . _- - _ _ _ _ _ . � _- - - r . . . -- - -- ---- ---- , , i , �, ! _ _ i`� — -- - - - -__ _ _ _ __ Special Specia � ' � � '� — ► � _ _ I Cut Dit h Cut Ditc � � � � - : _ J-��--- . . , . . , . . . . II. o-� @0.54%J ��� ��� 0 o p ��� o -_ _ 0 0 — _ • • _ --- o � - � M -- � M XIST lNG GROUND � _ - .- -I -- - �� �� �� -_ . . . . . . . . . . . . .. Q W � Q W - Q W . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . �. .. . . . . . . . �. . . . -- ---- --~ - - tn W W . . . . . . . . . . . . . . . . .. . _ — -... . . .. _. . . _-. . . . . . . . . . .. -. . . ._ . . . . . . . . . . . . ..-. . _ . . . . . . . . .. . . . _ .. . . _ . . . . . . E GRAD : --- _ - - -: - - - - - -; —Yl — ST A ll +68e2 . � , _ _, _ , , _ _ _ , _ _ . _ -. . -__ I _ _ _ _ _ . - _ _ _ _. -� - -- - - L. 9 4.9 ' - : - . _ _ _ _ _ _ . _ _ _ _ , _ _ I I �_ I I . I _ I . _ _ . . _ . - - - - . _ _ -_ . _ . .- - _ - - _ _ - _ - - . _ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . - - - - . . _ _ _ . _ _ i . _ _ _. _ _. - - -�_ . i i i � I � � I � � � � � � � � � SEE SHEET 35 FOR — 1 B— PLAN 10+00 11 +00 12+00 13+00 14+00 15+00 c � � � � � J L.L � i � 0 � i � � � a r � a � � 0 0 U Z w � m a � Z w � t a O � � � C � � O O U i � � Q i H O � U Z � W � H � � � � � V m 0 � w � H � � 0 N � V N � � .--� W � a � � .� � � L U �I W i 0 � � � � N i � i C 0 � � 0 � � a � � U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. , HDR Engineering, Inc. of the Carolinas U-2579D E& F 95 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER ST V STV Engineers, Inc. F L AT I R O N ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ' , , � NC License Number F-0991 � P/PE HYDRAULIC DAT A PIPE HYDRAULIC DAT A ; L� __�_Q l8' Reinforced Corrcrete Pipe Sto.13+25 24' Reinforced Concrete Pipe Sta. l5 fl3 L�T ------ ------ -------- �/ DRAINAGE AREA =1.2 AC DRAINAGE AREA - -_ _. —l��C — ST Q. �� f�2.`tI - DES/Gly FREQUENCY = 25 YRS DES/GN FREQUEIyCY =325 YRS � DESIGN DISCHARGE = 4J0 CFS DESIGN DISCHARGE _ lIAO CFS I EL. 938.3 DESIGIy Hy� ELEVATION = 92459 FT DESIGN Hy� ELEVATION = 9/8.66 FT - - l00 YEAR D/SCHARGE = 5A0 CFS /00 YEAR D/SCHARGE _ 14A0 CFS DOCUMENT NOT CONSIDERED FINAL ----- ----- ------- --- l00 YEAR Hy� ELEVATION = 924.72 FT l00 YEAR Hy� ELEVATION = 9/8.94 FT UNLESS ALL SIGNATURES COMPLETED Pl = ll 'JrO.00 OVERTOPPING FREDUENCY = 500+ YRS OVERTOPPIIyG FREQUENCY = 500 f YRS -- _ OVERTOPPING DISCHARGE = 9.88 CFS OVERTOPPII yG DISCHARGE = 47.39 CFS Pl = ZO f7Jr' . O - ' ' EL = 9.73' _ __ __ _� ' OVERTOPPING ELEVATION = 925.50 FT OVERTOPPIIyG ELEVATION = 925.74 FT � __ ___ __. --- K = E= 938.0 �� I I I � I I �-�--� � i _� _ _ _ ; � � -� - ��- _�` DS = 0�IPH I, I I i I I I I I I I I I I �_ l50' � __� , D =4/�1P ����� ` ROPOSED� GRADE � : ------ --��}� ;�� � Pl N l6 00.00 1_ ., � 5� _ -- � � ���: ��_� =r - --�---- EL 0.90' � � Sp cial Cut Ditc �� „ � � 5� i+ �.�J���% � � � � � � @ Z.00�io �• � K = ; _ ��--� +)3 � , - ____- ��� - -- - _- - � � _ - - t p;tch . �/C = ��' i C _ _ � - " " Spe� aI C� , 4\ , � — 40 �IPH— __—.---- ---- __— — -- -- � � ---�----- ------- —��-- � _ � _.. _ --- -------- ------- — ~ � 1 w/Rip Rap @8.80% � -. � � � J @'so� � - � .- — __ RA o � . ���, . E G D - �- �o �� o s J ' l8' R P I_��--'—' STA. 15 + 3 b. 0 LT � i �/ �`T � I •�o � � � o J • ELEV.917.00 I f � ' 2' Bas o � — / � J / 2/ f82. � � � + M + r�i � ' Base � � � `- - - - ` . _ - ' @ .32 �� Special Cu - � � � � � � � r o, � ' o _ ?' '� � �8 �'�' l . Ditch Ditch @OJ % L L. 938. �7�' _ _. o r • r �: � �n � • Bpse . � - Ditc @0.85% 3 ' .� �• - i I t -- c��---- -------- ----- . � «� � r � � � N c� . o p'° @S.3 0 � � _2 Bas � � � _ _ ...�1��� - � � gase a Ditch @0.59% � � i �n �,., / � � � ' 2 5. p /° o o � . oa � cnw QW �o o `��� @259% , �.���� p�tch �° � � � � � � � � � � � � � _ Q'j J N W + N p � �. ��—� �'� � �� O`'tG olo � oC O� O O� � I I I I I I � I � i I I I I I I i � I I I I I i � I I $� N a: � r I I I I I I I I I I I ' I I I! ! I I I I I I I I I I I I I I I i I I! I I I . v�i,; - o . �°' �o�o � ,Q,ase @9' 2'Bas o 0 0 +�n +� � �`N Qw +o .' �oP � Ditch @232% �� oo �� �� �� - I � � N W M U i \'�Gr p�o � � � �Q � �O p � I� CO ' ' ' ' I I __ �. i O '� I o ' o � c`i � ,�._ -- --- -- ��` Qw ,�p ', `� pO� �00� ��` �O� Nw Nw j I- _' {�tOp > > � W EXIS lNG GRO D .�►�;p ,,- �" J RCP �� N W� W� w � � � , � � � �, � o aW , , , , . . -- - - � O N I- -r - BqS@ F, r N N W Dit h @3.08% �' � � � . STA. 4+57.00 RT I o^ Q,> ,� ELE 905.40 � oo N W i ST .14 + 70.00 RT ' � a i � I ! _ .0 � � � � � � � � EL V.905.80 a W � � � � � � � � � — — ------ --- -- ----- --- -- ----- --- -- ------ -- — — -- — -- --- — -- -- --- -- — --- N W SEE S EETS 5& 38 FOR - 1C- PLAN 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 N Z Q f t N W I I I I I I I I' I I I I � -----_ _---- - -_ _.� _. . - -__� t _ �� �/ � ------- - - BE l GR DE�� : —YlD ST A. D+08.2 � � � � � � —Y �— ST . l8 +85 56 ; ; � ��� � �I : : EL. = 932.8 ' .- � EL. = 924e 0' � � � ------- -------- __ _ _ _ Pl = 17+00.00 . ; � �:� ;; , �� �� � � � ��� � �� �� ��� � � � �� � ; ; ; � �� � EL = 8.63' �� � , � , � � �� � � � Pl = 14+25. : � � � � _ __ _ _ __ K = 4 _ -- — . _ _ � vc = oa : - - K-65 DS= OMPH _ _ _ - _ _ �_' _ _I_ _� _ _ V 3/0' � — — � _ .. --- --�-- --_ D 40 � H , ��— --�� . : ------ -------- - -- -- � � ! � _.► .�+ � � - �22 0'/, � � � � � - : :_ : -- � � � : : - _ _ _ — _ -- -------- � � — � _ _ � � _ _ --.._ � �2.5D0 • � .��/ _�—� �� : � � � _ — � tl '� / •�• L w�'� !{' " - - - � �, � � � _ � _ - " I Cut Di ch _ . . : EXIST l G GROUI�I - - pe@ � .63% _ _ _ - _ _ . - _ : _ _ _ _ _ _ _ - - - - -; � � , _ _ _ _ , _ _ _. _ _ _ _ -. - _ _ -. . - �_ I _� _ _ _ _ . -� _ _ _ _ . -� - -- - - .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... J , „ � .. _.... .... .... .... ... .... .... .... . .. .... ... .... .... .... .... .... ... .... .... .... .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ' � I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ __ - - . _ - - M � II - - - - _ . ^ � . _ _ _ . - M � +N_ i _ I _ -. _ i _ i i i i i . ri I� �� i _ i . . i - - . . - - ' ' Q W i i � i _ _ _-.. —_ . . .— .. . . ____ _ . . . . ..-- . _. --. . _ - . . _—.. — _ _ . — _ W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N W I N W .. ----- -- �. . . . . . � — -.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . _ . .— — _ — - _ _ — _ - — . _ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . - - - - . . _ _ _ . _ _ i . _ _ _. _ - - -�_ . i i i � I � � I � � � � � � � � � _ _ _ - _ _ � SEE S EETS 5& 35 FOR - 1 D- PLAN 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 c � � � � � J L.L � i � 0 � i � � � a r � a � 0 0 U z w � m a � Z w � t a 0 � � � c a� � � O O U i � � Q i H O � U Z � W � H � � � � � m 0 � w � H � � � N \ V N \ O � w � Q 0 � .� � � L U �I W i 0 � � � L.n N i � i C O � � 0 � / a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � ; HDR Engineering, Inc. of the Carolinas U-2579D E& F 96 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ i � icense um er - + Ro GN - i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � � 1 I� ipi�Q ENGINEER ENGINEER , �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 , I I �� �� ------- —YlF ST A. 0 +08.8 - _ _ ; EL. = 943.5 ' � � -T - - - - i ------- DOCUMENT NOT CONSIDERED FINAL = �� . UNLESS ALL SIGNATURES COMPLETED L = �/•3 _ - _ -- -- -- Pl = 3+50.00 _----- _� . i , — -- _. _� , = 44 . . � Pl = 1+60.00 _ I I-� � I � ------- -------- _ l20' __ _ _� f _ -� E� - 93z'�6r- --EL _ 936.60' S= 40 PH Pl = l+55.00 - Pl=1+50.00 E =93/.6 K=73 _ �� ��� � �-1 . _ EL = 27.84' K= l27 VC = l20' V- �l .� _� EL _ 6.00' K= l 2 = l20' S 43 �PH �S - 40 �IPH _ �5���� PROP SED GR E �, --- --- , - _ - V -------- - ----- -------- -------- � S ecial D = 56 lu H I _.; — `� � ` C t Ditch �� - �� DS = 63 �IPH +�2�80��• DS = 0 tiIPH , , � �.. — ��� 0.42% , _ _ _ _ -- ����, Spec al Cut . . . . . . . . . ... . . . . . , N ` � I I I I I I . ' . ., , , . . , . . ' i + Or�Jr 6 +. . _ _ . . . . . . . . . . . . . . . Ditch 2.23% ' I I I I I I I I I I I I I ' l-f)1.3� � , __ _ __ __ - ---- ----T .�J'�% �� � � � � �.. . _. � _ --- -- --- -- --- --- _-_----- -------- -------- -------- -------- ------ _ --- �� ��� �� � �y�.,. —("f'7e.�� r+� • . _ - o �t��" + " -- ---- — --' , , , r.� IVA --� � I I � � � � tch @ a/ V _ _ _ � � � ; � � � 0 0 0 9�0 3 ase Ditch , ' i , , i i , i 0 0 0 � i � • 2' Base Ditch ��_ 0 0� �� i • ° @0.33% J . o J o � o +� +� +N . j o ��, �QN.NO� J � - . j i .� Q W II - ,- o � O o o� i_�. �. _ _�. . _.��- - II II I I ! I I II II �I I I I I I I I I �' II I I�i i II II II II I II �I ��i � I II II I II II I �i I i II I�I V~YW NW Nw � �� M + � �p� �-N i .pN � J + N � � ; I ' _ . ._. _ . --� t� O� OO i �O� I _ � J NW � M� I N? � J I N W I I I I i I I I i • -� tn iy _ N MQ�. +N � _ � ! ! � O� 1 � p. � , . W N W � � I-- J W tn w _ �. . i - — --- --- --- -- --- -- --- -- --- -- --- -- --- --- li i-- - - . li i- - i I I -- --� I - _ - I I --- SEE S EETS 36 & 39 FOR — 1 F— PLAN 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 N Z Q ' N � � I_ I, 1 i � � I � I � 1 �I � I' I I � � � � � 1 I _ �-_ _. -_ I I I I I I I I I I i I i I, " i I i , , , , EDGADE ' '- �� , ,; -/F -� . . _ _ • _ ,ELe 6. l i � � �; , I I I I I Pl = 2 +50.00 , , � , Pl = 5 +60.00 _ , EL = 6.60' _ , � _ _ _ _ _ � � , I K---- -------- _ ' - � _ _ _ K � i � ►/C = / 0' _ i VC - l60' _�_� '_�� DS = 0 �PH : : � - - _- : - - _ _ _ _ S 25 PH � . _ � i - ------- -------- - ��� ���' �-1/.53 y, -: : _ _ -- ------- - �� ---- -- -- _ _ __ _ _— _ + �� � . � +)2.0844 -J�3��° --� �3 63 � _ - : - : - - � -- -- -- -- __ _ _ Special Cut itch SpeciaT C t Ditch — ----- — --- /`2-��dse— II�B�°o ase @ 0.35% _ . J _— -.. . .._ . . _-. .. .-. . � _ . ..� _ ..-.-. . . ._ . . . .--. . . . _ ._-_ . . .-. . .-,.-. . .. _-. . . .- . . . . --. - . _ _ . . . . . . _ _ _ . J J _ . . . . . . . . . . . . . . . . _ . . .. . . . . .. . . . . . . . . _ . .. . . . . . . . . _ . . . . _ . . . . _ . . . . _ . . . . . . . . _ _ . . . . _ . . . . . _ . . . . . _ . . . . . . . . . � . . . . I O O p i O O O I � � �D 00 . +- p� � � � � I _ i I _ -� - - - - - - - -- -_ . -. . - __ - _� _ _ _ _ - _ _. -F N +N +N _ M M � �") `p M . I � � I � J � _ . . . . . . . . . _ ... _ . . V% LLJ . . . . . . . . . . . . . N LLJ -. . . . . . _ - tn W - . . . _. . _ _ _-_ . . . . . . _ _ _ . . . . . . � _ . . . . . . .. . - . . . . . . _-_ . . . . . . . . . . . . . . . _ _-. . . . . . . .. .. _ . . . . . . . . . . . . . . . , . , . , . . . -.. . . _ _ _ .— . _ __ _ _ _ _ , _ _ I , I-. i I � I _ I . — _ . . . _ . - - - - . _ _ -_ . _ . .- - _ - - _ _ - _ - - . _ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . - - - - . . _ _ _ . _ _ i . _ _ _. _ _. - - -�_ . i i i � I � � I � � � � � � � � � SEE SHEE 36 FOR — 1F— PLAN 23+00 24+00 25+00 26+00 c � � � � � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W J m a � z w � � a 0 � � � c � , � O O U i � � Q � � 0 0 U Z � W � H � � ! .. • • • w � H � � � N � V N \ 0 � w � Q 0 � .� � � L U �I W i 0 i O� ti � N � i C O � � 0 � � a � 0 U i C O � U � � � � � 0 U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 97 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - IC@IISe U171 er + RO DWAY DES GN HYDRAULIC I N.C.B.E.L.S. L' N b: F-0116 r A i s � !� ipi�Q ENGINEER ENGINEER i �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 E'C!'/l/Ji Charlotte, NC 28202 _. , , j � NC License Number F-0991 _. __ __ EGl ADE � -- �_-- �1: ��� � : � � � �� -- ------ -----._.� � ---._�--- -------- -------- ------ _ __ __ _ - _- � E D GR DE � - - — - - L. = 94 .96' , _ _ _ ' — lG — S A. l8 f8 .00 _T � � � � ��� _ � � E . - 9�� S6� � � � � � � � � � � � �� �� �� DOCUMENT NOT CONSIDERED FINAL ___ - — - -- -------- - - UNLESS ALL SIGNATURES COMPLETED ,, , ; _ -- - - -- E� = o.�a - - - -_ _ __ __ --- . . Pl = l +55.00 �, � � - l -- �a.� _ .4 � � �C = l 0' - -- - - �, _ � _- -� K_ 7 i i Spe ial Cut Ditch -- _ —►� � � � �� ��� — ---- VC = 30' 3.o2�io � ��� DS = 0 �IPH � _ —__-- — � . - - --- ------- — -- — — ( +� .5892/ ���1- _ _� - ==' ---- -- . , Spe��4/ - - - � _ Cvt � �� �. .�. - — � � � � � � �t . ��.�-� , _ � -. __, -- --- i o@S.S�% W� �i Cut p� �___ 2' RCP �c.�� °,�5 Sp cial Cut Ditc 2' Base itch0 -�'" 2' Base p ase o� � o J S it ' __, Q/ S ec al Cut - � � @S 5�h � , � O � (�)I.J �G� .. W/2 Base @0.31% W/RipRap 1.15/0 . Special 200� Ditch 2.91% + � �o . o --- 2� �� �"'' --------------- -- - — - �2 � — ,p---- ------ • ° __ i. Q. o� _ - _ . _ .. 1'Gil.�. _ . — — --- ---- --- �---� o� o a pe�ial - 2' Base 2' Base a a W � � � ~ ��tch C t - � j Ditch @0.2 % Q W +�: � EXl TING GR UND N W �� o @4. 3 0� Ditch ,@0.80 /o � v~i W � � � - . � 2' Bas Ditch J � J o 0 o J v_ W/RipRap�@8.89% . s--- ~ W �_ _... I ' � � � N W �O O I � N O i I � J � J � � � I� � -� M ---_ p F � � Q, ' OO M p _ .p M _� J ---- . -� O _. _ -- --- ---� - H� NM +M I �p� �M II I p Op �O � a0� I _ Nw r0� �Q` _ J I r • �t� � �(jM d'� �� N00 +M � i � pp p� H� H� �t �J Qw � 'f M +M +M +M � I I � I � I I I I I I � � I I I I I I � I I _ � .. . . . .. .. . .. .. .. . . .. . . .. .. . .. .. . I N W tq W � p j � N W F.- ,J I I � � � � � � � � O� . Q w � ��.. I I I I ... I I I I .� .. � I I I � � I I �. � I I I I I I � .. I I I I I I I �.. � I � I I I ��. N W P/PE HYDRAULIC DAT A � N I a LL'' � � � J � � N W - - .. -� N . N w N lyA tn W N . _ I . 24° Reinfo�ced Conc�ete Pipe Sto.12+80 � --- -- • _ � RA/ AR A = 7 � � _- ._ ; D NAGE E .2 AC �, W , � � � , � , � , � � ' DESIGN FREC?UENCY = 25 YRS , i i , , , DESIGN DISCHARGE _ 18.00 CFS , � . DESIGN Hy� ELEVATION = 933.42 FT l00 YEAR DISCHARGE = 24A0 CFS l00 YEAR Hy� ELEVATIOIy = 9342/ FT OVERTOPPIIyG FREC?UENCY= 500f YRS � _ OVERTOPPIIyG D/SCHAR�E = 29.49 CFS OVERTOPPII yG ELEVAT/0/y = 935.42 FT -- - - -- — -- --- - -- -- - --- -- - --- SEE SH ETS 36 & 40 FOR — 1 G— PLAN 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 N Z O � " " ! W I I i i I I i I I I I I � � 970 '- -f I - _ _ ' ' 960 � _ . B Gl G DE YlF — T A. l3 + 0.29 ; — ll — ST e l5 f 78 00 ,, ; � � � .. — ll — ST . l0 f8 .00 L. = 9 8.53' � E . = 93 .34' � , � ' : : � , � ' , ; E e — 92 .83 --_____ _ , 950 — __ , - - - - - -- - -- -- ------ -. _--- i � � �� _ � �. - Pl = 11+65.00 ; Pl 13+20.0 ' R P R —. i � � � � , I i EL 926.25' � : EL = 926.50' � 0 OSED G ADE _ � � � � � 940 _� _ _�K_ = 4Q __--- ; _ K 26 __ 190 ° _ _ _ _ _ � - --- - — VC ll5' . � VC = l30' _ - -- _ — — , _ I �� _ DS 3/ �P � DS . 25 �P e - - - _�_ '_ ' _ ' 2' Base itch �_ � � � � _ _ _ Special Cu @ 2. 4% 2 ase Ditch o a � ' � I I � I � : 9.30 Ditch 2.5 % ' Base W/Rip Rap @ 3. 3/0 �a -- -- ----�-- - - — - - ' o . ._. ' e � ��� ���' - I + � � - � ° _ � /• � + � , I i, ---- - _ _ _ _ — -- - --- - -- --- __ _ — � -- L-.� / +) b��- -- -- ��. 4' RCP � . . Spec� I Cut o J J � � - � atera V - - � � Pl 14+60.0 Pl = l +55.00 - . - . . - � � 920 J - _ j Qitch 0.45 /o __ o J�� � n 9n�� J - ----- � .a w r � � . � � K 26 _ � I � ' � ' ��l O� O� �� �n ��'? I _ - _. - � _ _ _- - - - � p __ � + � + � - + N � � N p N + N + N + N K � / i - . I M O �4 N f�1 � r �� - I . -- -- VC �� � aw aW ��.r N�. M�. �M� �5a vc = a , _ , ' QW N W tA W Q W Q W Q W �Q W Q W a W /�/� � /�)C //�^r PN , . . . . . . . . . . . . � . . . . . . . . . . . . . � . . . . . �. . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. • r • r • . . — _� _ _ _ _ - _ 910 � J HJ HJ �J �J HJ ~-, L/J 25 � H L/�J LJ �I I/ . N W N W (n _ tA W N W N W �-� �-� �- �-- � - _ _ L lil �i� ,e �� �_ ���� � V / ���� ._ , . . _ . � . . � _i _ . —Yl — ST A l2 +24. 4 —Yll — � ST A. l2 +48.50 �, � � �_ _ � � � _ _ _ _ EL. = 928. 7' � ELe = 928.18' �- � �� � : : -� � _ I 900 . _ - ------ _ -- - - ---- --- - --- :- - - -- -_ _- - - - - . _ _ -_ . _ . .- - _ - - _ _ - _ - - . _ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . 890 - - - - : _ _ _ _ . _ _ . � � _ � —�_ i i i , _ I _. _ I _ _ _ _ — _ _ � 88O SEE SHEETS 5& • 9 FOR —Y „�„— PLAN 10+00 11 +00 12 +00 13+00 14+00 15+00 16+00 c � � � � � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W J m a � z w � t a 0 � �, � � � 0 0 U i � � Q i H O � U Z � W � H � � � � 0 v O �O w � H � � 0 N � � N \ O .-� w � Q 0 � .� � � L U �, w 0 � � � � N � � � O � � 0 � � a � 0 U � 0 � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 98 � � � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - j N.C.B.E.L.S. LIC@IISe NU171b@I': F-O�'I6 r + ROADWAY DESIGN HYDRAULICS I � �ipi�Q ENGINEER ENGINEER i!I �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ' ', , , i �I NC License Number F-0991 '_: . . _. _. _. _: I ----- �.—. ,. .��— -- -------- ------ --,._�--- ------ ��. �— ------ ------ -------- _. _ _ I . BEGI GRAD - --- - _�__ __ - - -- - �--- - _ _ _ _ - ; I� . �� - - � -YlJ - ST A. 9 48.19 : _T __ �, B Gl G DE � � EL = 35 24� � —Y K— ST . IO �2 .00 � � DOCUMENT NOT CONSIDERED FINAL ._ EL - 952 4/� UNLESS ALL SIGNATURES COMPLETED _ Pl = l +00.00 _ I, ; _ , -- Pl =- ll 50.00 EL _ 8.75' II Pl = l0 + 0.00 - -- - _ _ _ _-- -- --- -- EL 4J7 K- l5 I Pl 10+20.0 . I� � -- �, ' ----- --- --�� - -�.� � — K 28/ K- 4 �C - a I � _ _ K- 2s E D RADE --- vc = �oa vc � a os = � PH � � � � � � DS = l�IPH PROPOSE GRADE i �C = l0 —YlK — ST A. ll 4J�.00 � �S - � �P ' DS -= 34 �IPH--- = _ 4���� �+) � ' ' • , ----- i � , �� � --- �-J .3000 . �-1 .65 "/. � I% _ I' � -- - �I _ _ ��� . � _ � , _ Speci I Cut _ _, � �—) .�J�%% —�e ic I ut3�.� " _' i �-J/ 00/"/, - - '- ��t�h o.2��0 �- -. ' 3o�Rc p o. o�io I ' __ r ' -� ' ____ _ _ � � 5,� - -_ ---- -- _ � _ . _._ - -------- � .b�� ------- -- .� __ � EXl lN - __ -- --- — -- __ � � � 2 B i 26°�0 � � PROPOSE � ; � � � � ; GRADE _ � J —_' O O J � Ditch J , � . I � � �� . . . . .. . . . . . . . . . . . . . . . . . � Q O O � J J � . ```� - I . . , I , . I I . �, '. I I � 0 0 0 0 �. o r o � D G ADE a o � � Lateral V teral V �� I. oQ; oo� + ±� .o� oo� o o,n ��000 Dtch 0.43% _ .��.' -� �7-°/Q- `� _ --- -- - -- - _� __ _� ---- -- ------ -------- ------ . I Q•Q' �O' Q H� pN +cy Q•� o� � • e N� +�v� � �-� ` �J Q W N N W � ; � ; + O` N O` � � � ¢�` N > I __ ._ ` ♦ — � - �,w NW = � � L. - 9 8a37 ���� � � S �-. ' --- _� � . . a W Q W r> r> EXIS lNG GRO ND p —_ Special Cu Ditch � w � W � � � � ' � W � W , � , ci4� • � � — � � � _ _ , @0.22 0 � � � � P/PE HYDRAUL/C DATA � � �r . � �: � � � ��6�o�%t�� ' � . J �n o � � Si h . -- � @0 72% atera o 30' Reinforced Concrete Pipe Sto.l2f06 �� ; -- � - - . o ^ o--- -- o -- -------- -- --- Ditch @0. 0% o o DRAII�AGE AREA = 9.7 AC � i W i �+� � � � o i i . + N DES/G N FREQUE NCY = 25 YRS i ��� . + M _ _ __ � � DESIGI y DISCHARGE = 25.00 CFS ---- W N W : Q W � . , � ' � � � : � J DESIGN Hy� ELEVATlOIy = 932J5 FT ° . N W � � M " W l00 YE A R DISCH A RGE = 33A0 CFS --------- - a� �__ l00 YEAR Hy� ELEVAT/ON = 932.89 FT - '� _ —_ W i OVERTOPPING FREQUENCY= 500+ YRS � ERTOPPI G DISCHARGE = 47.80 CFS � , � � � � , _ OV _ N � _ — — — _— — _ — — _ OVERTOPPIIyG ELEV = .8 F ' '— _ — � _�_ _ � � � I � � � -- ----- --- -- ------ --- — /� g J --- — -- -- — --- -- — --- --- ' ��-SHEE� �& 36 FOR 1J- PLAN SEE SHEET 36 FOR - 1K- PLAN 10+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 14+00 15+00 N Z Q N a _ � �_ � � k � I I � I � � — - ------- --- - ... „. , � — — _ �. —_ _ . .—_ _, �—__ � _.� _.�_ ,. � � I � i i I .. � D G ADE , _ ' ' , : , _. � = -u�f --- - YlL - T A. ll + 7.6 - BEGI � GRAD - - - - -- — - ; _Y� .._�. � � - ---_. .--- � � = 900. L. = 9 0.5T' _ - • • - - � - - � Pl = 10+75.0 . = 22 -- - EL. = 30.93 � � � � E D RADE :: 90, E= 945.6 —Y/^/ — ST /-�. ll 46.24 � , _ � � � - --- - ------- -- - _ _ K = /6 � _ �� � ', ' _ - -- -- - - - � _ 8�, _ PROPOSE GRADE - '', - - ' PROPO ED GRAD ; D = 27 M H -- — -: , : - - - � _ _ �� ��'�3.8�j ' ', k � , • ,�►� I _� �� : ► --- -- -- � �� I e � � /� i i - �' � +�0 00 � . - - � _ . - ---. _, - ,--='----- _ . _ . �+� 95� .5� . _ --- �ipj _ _ - � � � EXIST l G GROUN . � . E lSTING G UND � __ � -- : ------ � � � � � _ PRO OSED GR DE ��� . . � _ EGl ADE - , - - - - ; ,, � _ � � — -- — - 'YlL - S A. l0 f 3.43 - ' - : -' - : - � EXIST l G GROUN --� � ------ --_ - -- — _ , ... � --- e e�� „ ` . ♦ � II_ - _ _ � - - . _ � - _ � E L� GRADE . _ _ _ _ - ' - _ � ' EGl G ADE ' . : -Yl ST A. l+6/e74 � � � . . � � _ ____ _ _ -- __ --- - Y/ - A / + 77 , � : : : : : : : : : ° — ° - . �. = 94 .43' � ___ _ _ _ _ _ _ _ _L_�_� _ _ � � L�_�_ __ __ L__ i � i i i --- _ _ .. __ _ — _ _ --. _ -- _ _ . _ _. _ i i i i i - i II_ - - - _ _ . _ _. . . _ . � � _ _ _. ! -�- i i i � � I _ � - � � � � � � � � _ _ _ _ _ . _ I I SEE SHE T 5 FOR - 1L- PLAN SEE SHEE 5 FOR - 1M- PLAN ' SEE SHEE 4 FOR - 1N- PLAN 10+00 11 +00 12+00 10+00 11 +00 12+00 10+00 11 +00 12+00 13+00 c � � � � � J L.L � i � 0 � i � � � a r � a � 0 0 U Z w � m a � z w � � a 0 L1') i � C N i � � � U I � � a � � 0 0 U Z � W � H � � � Q N .� � w � H � � 0 N \ N � � w � Q � � .� � � L U �I W � � m ti � N i � i c 0 � � 0 � / a � O U I � � � U � � � � c 0 U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. " HDR Engineering, Inc. of the Carolinas U-2579D E& F 99 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � , N �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 _. __ __ _ _ _. -- ------ ------ ------ ------- -------- -------- ---•----- -------- -�----- - -- I __--- ----�---- -- Pl = 2/ 00.00 _ � --- --- ' - EL = 9 9.09' � -T - - - - � _ � BE BR DGE � K � DOCUMENT NOT CONSIDERED FINAL ��— � �� �� � _ � UNLESS ALL SIGNATURES COMPLETED ; _ ; ; , ; _ - -- - -- _� ; L. = 95 .45' os = 5 �IPH _ _-- -- --- -- . . BE l GR DE P� _ �� 50.00 ' E D BRl GE �� i i i I i i I-I- -� I i - . - — - �� . �2 :�� -�- � � - -- -- EL.= 940.8' � K=� �' E.= 95.45' ����� Pl /4+70.0 � , VC = 50' - EL = 946.63' I � DS = 8 IuPH , � S ecial Cut K � I I --- -- -- ------ ��f�4� , -���f9 � � _�-- ----- -���t- - j vc = 2oa , 7. r+��.�7� i _ _ ____ _- ------------------------ ---__ 5 /. ___ _-- � � � _ �+)�� ___— � ps�= 63 �P II�� _— _ __— _— — _— � --_-.-- - --- -- -- -- - , �, �+) � _=_ — __ _ — (+l4 �98! — � _�. ' EXISTING GRO ND I � � � _ � � � � o - _ ° __ _ _ ________ � , _ _ � � � r _ - ---- -- - ���_ � N o� __ _ __ _ , • ► � - �� �__�► - _- I I� � I I � I I I I . i ! Nw ___ _ ��.� I I I I I I I I I I I I I I I I I I I I I � � � � �I � ► - - ��� — ------ --- -- ----- --- -- ----- --- -- ------ I i i � I II ---- - — -- -- - - -- -- - ----- SEE SHEETS 7 41 FOR Y2- PLAN 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 N Z Q N W I I i i i I i I I' I I I I � — - � �-_ _. -__ � � � I � � � � � � � � � � �� � � i � � � � � � : : � : i i i i I I I I I I I I I I I I �; D G ADE , , � � � _ _— - - Pl = 24 30.00 - - _ - � � - __ _ _ _ _ _ . --- - _ � PR POS D G ADE - • _ . I',:� . . ` . I� K= 69 - - EL = 95/ 2' _- L. = 9 S.OT �� ' ' vc=2a K=�S : - - - - _�_�_ _ '_� _ _ _� _ ._ _ DS � 8 �PH C -- 25 ' ' ', � : - --- . , DS = 77 �PH ; , � � f 1/A9 9/, _ . � � _ - - = -------- — — — — 1/.3774/. � _ _ — ---- _ _ _ _ _ ----- _ __ __ — � � � — - _ _ �� I ���—� � � �� — �_�� �� La�ra lqDitch . : : l ----------- - _ � -- _-__. i-�2 �• °% � � ----- ----- -- -- - ./0/ � . � � � � � _ � � � ---- ---c�3C- E � -- , : : : Ditch @ .51% � ' - � �' _ - : _ _ __ __ STA.25+20.00�RT " --- '' -_ ���� ----F----- -- _ _ . _ _ _ - - - - - __ _ S ` ` I J . ' ' ``� ` I ' pecial _ _ _ � � LEV.950.67 ! ; I � D�tch @3. o f' XISTING ROUND � 9� � , ` - _� _ _ _ _� - - : . _ - � - _ - -� - -- - - _ -. - _ _ O pC � _ _ _ _ _ : o� o J 2'B �' --i� �_ - : +� �i M� i �o � �� @3.0 � J _ . - _ -_ _ - - _ - : ,o Q, ,o ,o �n o a _ _ -__ . - _ - . . - - . . . . . ._ _ . Q,� -� ^� +� c�� � �v . . _ _ H � - N ' ^ O� 00 • � � I� j i -. _ I I • i N , M O` • I I I_ I I t/� W � � � �� I O +� I _ I . N W Fa-J N� �O �Q` � � � _ _.. -_ .- .. _ _ _- _ _. --. _ -.. - NW Qw 0�0� N . -.-.-.-.. -_ - __ . - . -_ > . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � N W � 00 � N w .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._. _ . . . II Q W i _ -. . _ . . . . .. . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�.. . . . . . . . . . . . . . . .- - . . . . . _ - . . . . . _ _ . . . . . . - _ . . . . . _ - _ . . . . . . . . . . . - - . . . _ .- _ , , � J , ., , . . . . . _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . -L -i.-I -�. _ - "�. �--- L�. �-- . - --. .. - -. . _-- N W _ . _--. . i . . _. -. . .- - - , , � � � Lateral V �� - -- _ _ - _ _ _ __ - - - __ - - - _ Ditch @5. 0% . : � � � � � ' _ _ _ _ . _ � _ _ _ . _ _ i . _ _ _. _ _ — — —�_ . i i i � I � � I � � � � � � � � � _ _ _ — _ _ � SEE HEETS 7 42 FOR Y2- PLAN 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 � � � 0 0 � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W � m a � Z w � t a 0 � � � c � � O O U i � � Q i H O � U Z � W � H � � � � � V O � w � H � � 0 N � Q N \ O .-� w � Q 0 � .� � � L U �I w 0 i O� � � N i � � c O � � 0 � / a � 0 U C O � U � � � � C O U i C � L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. " HDR Engineering, Inc. of the Carolinas U-2579D E& F 100 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � , N �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 - - - - - -- � B Gl G ADE _ _ _ ,� � -Y - ST . l0 +25 00 _T _ _ _ _ � i �� _ � �� _____ _ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _. . - -- -- _ _ __ - -Y - ST . 2 f90. 5 - _ � -� � � - � -- . I , __� 1-I � I i � Y RAl T A l T -- -- =-�f - 3 ---- -__ _. _0 �0.00 8 L Pl = l2 f75 Pl =_ l5 +75. L_ 9/6.7 ' _ L. _�.J��� E 9/5J4' _ �88� Pl 2/ 65.00 � � � � � E= 9/l ' _ K= l99 = 87 EL = 9 2.7/' K = /2/ _ _ V= 260' V= l50' D= 50 H K 9 _ _ _ -- --�-__-�-- � ------ ------- ps �-_ 5 �%-PH . l +10. 5/. , .4445'/. _ -- - ---- __ -J/.7 • S eci I Cut I- S ecial ut � f 472� � p p ( f)I.ZOO � . Ditch @ 0.58% - Ditch @ .55% _ _ -- ---- ---- ---- --- - --� ' � �• � � � � � � � � � e ,�.��.� s� � --- ---- - - ---- „ -� _ ' • 2% 3% � -- _ . ' ! _. � - ' y • • �- �- - �- ------ - --- � /. , - - - - - - - �� f-�,�D 62 ------- _-_ : _ -- - s � _ _ .. . . . . _ ___, --- ---Za�era � 07 - ---- � I --� �, ��-` _ Speci �t" - -' S ecial Cut S �t pitch o =�_ , a C --- ___ __- " p p� C a Ditch @.83/0 . Ditch � " ' - -' ' ' Specia� itch @ 0. 1 % � a� Cuf ��4/ @ 3 •3$ �° � , : - �° 3.12� �t pitcho SpG � �Oit�h , i i 2' Bas Ditch j , i_, . . C 4.4� �o i ,��h13o 9 000 � , , E XI ST l G GR O UN WiRi p Ra @9.51 % �' � . i _ ___ __ _ - - - - - ----_ @ 1. �° i ' - . -- _ : -- ---- --- - --- _ � � � � � - r o � � � � o �r, i. o�.�, o i i' i i � � I i' i i , i� � i i i i � i � i � i - � � oc � � � � q o �� +� +� � �o Q,o I � � � �� i ���� �� �� � � � i �� � � � �� i � � � � �� � � � �! �! � � �� � � � � � �� � ! �! � � i � � � i � � . � � � � � � � J � . � O � � � 0 � � O I � O � � � O � . . . . � � I .. - �� . � r�` I ON ., ._��,.� I ..� W W I -�, ^� . . . - O - O - --- - - ±p� ��` �� +� , Qw Nw W w Q W -�p ��o-- � � O� .. Q W _ J Q W . H Q W _ ' tn W , N W � �.. . . , . . . ,. . . . . . . . . . . . . . HJNLj .-. J N.J ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . N �` N� � � I v�w p 0 v~iiy � � � Qw �� � � O O- O O t~i�W NW � �� .� • N � O O � O ' � , . M O N .O O O - + Q. � � � - + �p N � --- n-- - ��` p. � O� N �` i ... Q W - W Q W _ �. . . . . . . . . . . . . . . . . � J N w _ . � H � I I I N w _ t~!)w - - �y Nw . .. . . .. I I .. . .. .. .. .. I .. . . - _ _ . .. . . . . . .- . � � i �. . : . . . � _ _ . ' I , .. . , . . . , . , . ... . . . .. . --- . . _ . . -- ---- -_ . . - _ . - --- --- I - --- -- -I --- -- - - --- --- --- -- --- -- - � I SEE HEETS 11 43 FOR Y3- PLAN 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 N Z Q N W I I i i i I i I I' I I I I � - - � _.� �-_ ' ' ' ' ' -Y3 - ST A. 3 +09.88 = . -Y3R 2 STA ll+ 8.5 /8' LT - - - -- --- --- - .- . __ �� � ���� � � � � �� � �; � � � , , � � : _ : _ --- - � _ ____ --- - . - _'_ _ - - - - -- . _ _ Pl = 6+09.88 - ---- --- _ _ -� - - ___€�-�� . � _------ lii li - - 3- S A. 24 f.35 = E BRID E � _-Y3R 2 ST A l0 +00. 0/8' L . ' ' ' ; � - 3RAl S � A. ll +6 .69 /8' LT BEGI BRID E � • P� = 5 �9�.�8 ' � -Y - ST A 30 f72 00 T EL. _ 15.83� EL = 9/5.93� . - E . = 9/ 59' __ -Y - ST . 28 f2/. 0 : � _____-__- EL. = 9/2. ' � _ � ------- ----- - -- --- ----___-_ . _ -_ _____ __ _ _�,-_ ��s�� - _ , - - - ROPOSE GRADE - EL = 9/6J9' I! Pl = 23 08.35 I l= 24+ 5 : _ EL = 9/ .90' , L - 9/2.5 Pl = 26+15 00 _ _ _. _- : - '_�� ' . _ _ �,� _ - : : Pl = 34+65.88 _, Pl = 22+ 0.35 I = 24+16. 5 EL _ 908.50' �I j _. _ EL = 9/5.83' �-_-�- � -- -- -- ----- -------- --- -- - _ � VC 32 • DS 5/ �PH -: �+) .0 00'/. �-12.�i __ ---- --- • , _ _� 1 .8745% , , ° l -10.2 8'/. _- � � � � � l +�0 6ll% -J0.4�3'. - - - - .�. '� 0000% � � � �fi -- � -------- --�.�--- � � � -- �- ------- -------- -�-- _ t r `` ` � � � ♦ _����= `+ �'�� .UVI +• � � ` � li- �qf@ra' - v ItCil a � � /o � � � / �'' i _ _ i-- �� -� -=--__ __ � i Dit�h La 1 3 - ► �. � � V teral � � pecial ` �♦ @3.87/ @ .b °� _ - - -� ' " � � � 3� Base Ditch o - - Sp cial Cut I ut Ditch " - - - - - ' � �-�---- -�� ° �i�' W/Rip ap @ 9.2 /o __�_ � � Di ch .58% 1.88% � � '�.' - - - � � � - � � � . _._ �., - - � -� _ � - � �� �- -------- -,-� �,� � �� � i _ _ -- __ __ _ . _ _ __ _- - _ _. _ _ _ _ _ __ _ - - _ _ II I I . I I . _ . . � _ ____ ._ ._ __ __ ____ _ __ _ _ - -__ __ _ --, - � , o J � II J � I I II �.� _ e � O � o I o I I I + o� .- - _ - _ _ - _ - - . O � O � � O O -� J --. - J _ J - I . -I �-�I-I i I--.-I �I-I �O 00`0 _ � � � � ' Oo0 I��O O �O ~ _ M� -- _ _ .. __ _ - _ -- . a0 � I I� o I I . : -. p o _ . -. Q w �o �o II_ �' +o II I I I II o 0 0� oo . v~iw N O� N� I N ^ O� � - _ . I p� O�A M ap cv� tn H J I--' J Q Q W II ±Q +� MQ �O N w N � u N H w I M Q` �;.� O� � O� �''� �: __ . . � Q w _ � _ _ --- - �- _ . . . . . . . i . . . . . . i i _ . . . . . . . . _ , . . . . . _ , _ . . . . _ . . . . _ _ ! � J � W . ! . . . . . . . . . . .. _ . . � J . . . . . . � J . . . . . . --_ _- � � ! NW NW -- .. . . . __ . . . . . W " . _. . . . . . . . . . . . _ . . . . _ . . . . . . _ . . . . _ . � _ . . . . . . . . . . . . . . _ . . . . . . . . . _ . . N W SEE SHE T 11 FOR Y3- PLAN 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 C � � � 0 � J L.L � i � 0 � i � t � �. L � �. i � O 0 U Z W J m a � z w � t a 0 � � � c a� � � O O U i � � Q i H O � U Z � W � H � � � � c9 � v O �O w � H � � O N \ V N \ O .-� w � Q 0 � .� � � L U �I W 0 i O� ti � N i � i C O � � 0 � � a � 0 U i C O � U � � � � C O U i C O L � � � � � W O W J J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. " HDR Engineering, Inc. of the Carolinas U-2579D E& F 101 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � N STV Engineers, Inc. F L AT I R O N —Y ST e 4 T4 ,3/ — I ��� �� C�arlotte, NCd28202 Suite 715 , � , _� ��� T�• /01 oeo0 / � �T i NC License Number F-0991 _: . . _ . . / T / —� — � „ -- — --- ---- — -- -- --- --- --- -- --- -- — ---- ---- --- _ - _ - / = 40+5 .3/ -- -- - -- -- - -- - - Pl = 4+66 3/ �', Pl = 42+95 0 Pl = 3+00.00 L= 922 8' ' " ' EL = 4.68' EL = 2/.60' KL_^ 897J8' i _ _ I � _ ;� Pl 4/fS4.3/ I ' DOCUMENT NOT CONSIDERED FINAL f _ � 9 �� �� UNLESS ALL SIGNATURES COMPLETED �C = 60' L= 922 2' I, ; - �� - � i _� DS = 0 �PH _ �--- ---- DS 50 �lP � �' I I . I —_' I I I I I � i � . ( ) .��� __ _ . _ _ _ _ . --- --- -- ' �-�1.09/5'/. �-�2 �� I I I -�--� _ ��____ �+)3 21��- ___ - -= -- -o-' � � �' -------- ------- I � .i ► - � � ��� ' � I ���^ • -' . I � -., �'J$,�2� , � � �� ��� � -� .4693% ( +)3�2 2� _ � � � � _ � _ _ E� isri � � ou � � —_ E D GRAD � N -, , ` ----X� - ��� ���. - 3' sa e Ditch '� 'i � � PROP SED GR E EL. 878.9 � W/Rip Ra @ 9.21 /o i _ � � ` � � � � o � II � ` �. . _ _ � ��` _ _ �: � � =--- — - -------- ---- — ---_ _ ---- ---- ------- — � — 3— S A. 4/ +8 .3/ _ _ _ � P� 48 +�o.o - EL = 883.13' � — 3RA3 T A. ll + 2.59 / ' LT _ _ __ _ ; K �os - ; � , _ _ . � VC : _ l40' , o — 4 E . 92 2 ----- _ _ 0 - DS - 52 �lP __���-- --- ` - ----__ _---- �--- -- - ----� _ � ` � �' - �� _ -_ _: _ _ � M • � � —I- I ���� - , : O� , � J I I I I ! I I I I I I I I I I I I I I I I I � I fn W r- , ___ _ _ � __ _ _ _ __ ---- ---_ � __ . z, - ---- , , , l�.�R�p Bas� -_ _ � , � it , P � � �h _ J _-.._ .. � _-� -� �--� - o �9/ O � `� . � � i -_ . ---- — + � _ _ �� � I I � 00 i i i --- - I — --� . - - . � . - . • � ------ I - - — ---, -- --- -- ---, -- --- -- ---, -- --- -- ---, -- � W SEE H EETS 11 S V. 9 6. L Y3- PLAN 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 N Q N W I I I I I I I I' I I I I � I I I I I I I I I I I � � � � � � � � i � � � : : ; : � � � � i I I I I I I I i I I I i � i i , i , � � � . -- __ . -- - _ _ _ _ _ . _ - -. _ - - - - - _'_'_ . . - _I . I_' -. . . _ . _ _I . __ ��� ���' _ _ . _ . —___ . _ . _ : : - : - -: _- _ - . . _ . -. - . - . . - - - - -i i � _ _ _ _ i _ , _ i _ _. _ i _ _ _ —. — __ _ _ . _ —. . —__ I _ _ _ _ _ . — _ _ _ _. -� — -- — - _ — . _ _ _ _ _ _ . _ _ _ _ , _ _ I I �_ I I . I _ I . _ _ . . _ . — — — — . _ _ —_ . _ . .— — _ — - _ _ — _ - — . _ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ —: --. _ _ . : _. — _ -- _ _ . _ _. _ i i i i i — i _ . . — — — — . . _ _ _. - - _ __ _ _ . _ _ _ i . _ i i i _ , _ I _. _ I _. _ c � � N 0 � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W J m a � z w � t a 0 � � c � , � O O U i � � Q � � 0 0 U Z � W � H � � ► : • • w � H � � 0 N \ � N \ O .-� w � a 0 � .� � � L U �I W i 0 i O� � � N � � � O � � 0 � i a � 0 U i C O � U � � � � � 0 U i C O L � 0 � ��w o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. , HDR Engineering, Inc. of the Carolinas U-2579D E& F 102 � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BEGI V/ 1 f'iD I N.C.B.E.�.S. �IC@IISe NUlllb@I': F-�� �6 r ROADWAY DESIGN HYDRAULICS 9ZO — — -- � --- ' � _. . __ � �l���e ENGINEER ENGINEER � _ �� �� � STV Engineers, Inc. EL. — 95.40 � ST�T 100 900 West Trade St , Su�te �,5 F L AT I RO N E'C!'/l/Ji Charlotte, NC 28202 �, , j � NC License Number F-0991 , _. . 910 P� _ �2 00�00 — _ I -- — �.� _ -- -- ------ -------- __ _ _ __ -- ------ ------ ------ ------- ------- -- _ __ — — — — — — � ___ __ � ___ __ - ►/C = 40' PRO OSED GR E _ � � _ - - � � ' Pl = 2/ 00.00 900 , , � ., DS ___ 9 PH I ���� �� � DOCUMENT NOT CONSIDERED FINAL , -�� _ -- � � _ � � `� K = /O UNLESS ALL SIGNATURES COMPLETED _ -- -- ♦ f -J .3000'/. � -J�,27 gy _ i _ � ►/C = 50' , � � 890 �' i I I ; I �`` DS = i�IPH 890 . _ ,� -- -------- `` ---.----- -----._- -- -._---- - � _ � II �i� � I �� ��� _ 5� _ � +�.�3 ' � -- _ � . 880 �' � � �. �-� .2799% � 880 ----- ----�-- - -------- ------- .` �� _. �� �� � � � i i i � I �� _ � � _ � � ♦ - - -- - ; - � � ♦ � � ♦ � �i 7 � ---_ - � --- --- � _- --- 8 7 � - _ - ♦` � ♦` . _ _ � � � ♦ /♦ ♦_ � � � i � � � � � � _ , _ � 860 -, � - i - � _ � , � � 860 --- - -��- -----�- --- a - - � _ _ _ ___ i : _ ♦ � � � � , �� _� ` / 'i'iii '�ii , i�iiii iii iii ii�i�i � ♦� '' 'i'ii'i 'ii' � / - - . �` � ` _ : '� � � ----� ---- ` ---t --- ---- ------ - --- ---- ` , ---- ` ' � . �� :_ � � XIST lNG ROUND � ♦ I � � � _ �� . � �- _ - � - � � � _ ___________---- ---- - _ 840 � � � - �� i� � 840 - `_ f � a�e�-- -- ---- - � / I - �` 'J _ � 1 , � ` I� �-- - - __ � '_ _ ; - - - -� i � -- --' � -- ---- � _ - — ------ --- -- ----- � ------ --- -- - ----- H3O SEE SHE TS 11 & 1 FOR —Y3 PA— PLAN 83O 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 N Q N 1 W I I I I I I I I I' I I I I � 950 r _ '- 950 � � � �� � 940 _ , = 940 � E D GRA E � ' i� i i�i i i, i i ii i � i� i� �i � ���� i ��� �i �i�� � � .. � � � � � — �3RPA — ST A. 2 +75.3 � , �� � � � � �� �� , � , � � � � � �� _ — E �. = 9/3. 7' -- — — ��� ' 930 � � 930 _ l = 27+ .00 �� -� � � � � �= 9/0.l ' � � � � � � i � , , ; , � � � 92 0 __ _-_ _-- . _. - - 92 __ _ _ ' ' ' � � � 92 0 ------- -------- _ �� PROPOSE GRADE S= 5/ PH - _ - - - - _'_'_ _ . � _ _ : I_' -: : _ 6/. _ _ 62 , +�2.0 � 910 _ ; — � 910 �+ � ``� �' II ' ' ' ' , � � I — � _ _, - `-'--'- ---- - _ ----- _ __ _ _ _ _ — ---- _ _ � � . . _ — i � � ��' . . I . — _ _ _. 900 : �� �� 2' �°' e�a 5���� - - 900 ------- ----- � � • � � ��� Q`� O- _ - _ _ _. _ _ � i � 2� F,ase ' . o - J _ _ . � o - - - - - - _ _� ' � � _ - : � � � ' � 6 0 ��° I� + o I : I -- - - _ — _ _ _ _ - _ . -� - 890 � � @ �, N > - : 890 --- �,I � � - , v~i w — . � _ _ o : - . _ - _ _ _ i�� � o� i _ _ i _ _ �n _ _ . � � o + �^, � I ' � . . .I . - - __ _ - __ _- __ 8 8 O : - � � � _ : XIST lNG ROUND � � N � . _ _______ _ _ _ ____ ___ 880 - --- ^ _ N � N W - - - - . I . _ —_ ��� _ — _— _ _ — _ � J — ---_ -- _ — --- _ —_— — __ —�—�._i —. __._��. �._ ��. �_ i � i i tA w i --_ _ _ .. __ _ — _ _ . -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . 870 - - - - : 870 _ _ _ _ . _ _ . � � _ _. � —�_ i i i , _ I _. _ I _ _ _ _ — _ _ _ � � 86O 5EE SHEET 1°1 FOR —Y3 PA— PLAN ' 86O 24+00 25+00 26+00 27+00 28+00 29+00 c � � m 0 � J L.L � i � 0 � i � � � a r � a � � 0 0 U Z W J m a � z w � t a O � � � a� � � � U I � � Q � � 0 0 U Z � W � H � � � � 0 ti CD w � H � � 0 N � � N \ O .--� W � a 0 � .� � � L U �I w � 0 � m ti � N i � � � O � � 0 � � a � 0 U i C � � U � � � � � 0 U i C O L � 0 � ��w o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 103 � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 9Z O , � �l�l�e ENGINEER ENGINEER , �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j NC License Number F-0991 910 � � _ _ _ _ _ _ ;� _T __ _ _ _ _ � �. , �%OO ' DOCUMENT NOT CONSIDERED FINAL - ------- ------ UNLESS ALL SIGNATURES COMPLETED PR POS D G ADE -Y3R B - ST . l0 f0 .00 _ ; _ _ _ __ _ . - _ - -- - _ _ _ _-- -- --- -- EL. = 69.79' P� - �s o0 00 �� i i i I i i I�--� I i 890 EL = 73.76' 890 _ , K = /0 i � EL= 7/.32' ����� VC = 00' K = l2 DS = l �IPH ; , 880 __ _ �c = 8a 880 _�_ - DS - 80 PH I 6 3� � -- - " ; - ♦�� - - I _.I . I�i I�_ . j . I i i i i • -- - I : . _ l + 0.9855% f +JO 86% f + .5486'/. � +�• - � _ . ,. 870 ,�� �� __ 870 ----- --- ------- --- � --- _ --_ _ _ , ----- ,� - ,. -_- -- _- - , - � � � � _ - - �� � � � � � ' �--� - ' -- -- i � � ��� � I ' � ' ___ I I I � I I 860 : - _ — — � � � 860 � ----- --_��__ _ �i � � o —_—_ . _ _ - ` � M� � , � �O _._.� � ' ' � � � � ` ' � �D - . -_ �� � I r' p� pp I I I I I I I I I li i II II II II I II II I�i i II II II II II �i I! II I II � � EXISTI G GROUN ` �- '� ` r � _ � _ _� I � J � -- _ � � N �u 8 5 0 � ��___ ____ 8 5 0 --- �- � ` � � --- / � � �' - --- � � ' � � , , , , , - / -- - � ♦ � � 840 � � - 840 __�� r � � ♦ � �'' i ; i I` � _, '' I I �--- -� � I I - ----- --- -- ------ --- -- ------ H3O SEE SH ETS 10 & 1 FOR -Y3 PB- PLAN 83O 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 N Q N W I I I I I I I I I' i i I I � 950 _ '- 950 � � � �� � - 940 940 �� � ���� � �, � � �� � �-� �-� �� _ � �; � � � ���� ��� � ��� � , � � E D RADE : : � � �� -Y3R B- S A. 25 f 4.4/ �� � � � �� �� � 930 �� �- • � 930 L.— . �� � � ;; - , �� � � � � � , � � � ; ' ' Pl = 2 +00.00 - � � � � � � � � � � 92 0 ___ _-- -- - _-_- E� = 9.4�' _ _ _ _ _ _ . ; �, � 92 0 ------- -------- � = PROPOSE GRADE - K = 7 DS = �PH _ _ _ - - - - - _'_'_ . _ _ _ _ � �_' _ __ I _ _ . . . 910 , r +�2.04 T� � 910 - - e �� �+ . � I � __ _ - _ , � , __ -- - = -------- - -- - -- -- _ _ — _ - — - : — � e p�'�� 5���0 �� / _ . - : : i � � 900 , e S @a� . - 900 ------- ---- 2, tch JJI�`P /► . D � ase _ _ _ _. _ _. : B @37 % �� � - J - - -: - - _- - - _ ' i - _ -' ' I _! ' � o i _ _ _ � _ � _ ' — _� _ _ _ _ -� - -- - - — - 890 - - - �' " � � M � - : 890 — ''� ' � . �,. o I . � � � � � N p. ,- _ �.- �� �- J J aw , . _ ''� — � , - - - - _ ' Se D,tG 56% '''' , '_—� o 0 o N w � _ � 2 g @5• �- ' � � �� oo � � - � . . 1 8 8 O w f ' " " — — — — � + o � .� �. � XISTING ROUND ' ' ' ' _ . _______ _ __ _ _ ____ ___ - - _ _ _ __ -- -- 880 ��p . = � � N M + ri + �ri �- - � � � ------- ------ � N � N � I � - - . � .� • ' � ' I � . . . . . . . . . . . . . . Q W Q W Q W �, . . , . , , , , , , , , , , , , , , I . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . � i � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . H J H J H J ._. -. . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.. . . . . . . . � � � . . _ — . . . . . . __ . . . . . . - _ . . . . . _ - _ . N w N W N W . _.- . . . . . _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . � . ---. . - - --- -�-�.-� - _._��. �.__��. �_ �' I i _ . - -. - � � _ _ .. __ _ — _ - - --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . 870 - - - - : 870 _ _ _ _ . _ _ i . _ _ _. _ _. — — —�_ . i i i � I � � I � � � � � � � � � _ _ _ — _ _ _ � 86O EE SHEET 1 FOR -Y3I�PB- PLAN ' 86O 21 + 00 22 + 00 23 + 00 24 + 00 25 + 00 c � � � 0 � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W J m a � z w � t a O � � � � � � O O U i � � Q � � 0 0 U Z � W � H � � � � � O � CD w � H � � 0 N \ � N \ O .-� W � Q 0 � .� � � L U �I W i 0 � m ti � N � � � O � � 0 � / a � 0 U i C O � U � � � � � 0 U i C O L � 0 � ��w o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 104 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - Ro GN - j N.C.B.E.L.S. L' N b: F 0116 r + ADWAY DESI HYDRAULICS 9ZO , I ! � �lpl�e ENGINEER ENGINEER � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 910 � _ _ _ _ _ _ ; _T __ _ _ _ _ � -- 9OO - - - ---���_ �i��' - UNLESS ALL SIGNATU ES COMPLETED B Gl GRAD - - _ _ _ __ _ -- - -- __ _- - _ � __ _ _ --- -- -- -Y3R C - ST . l0 +0 .00 ' ' , _ � ,- . __ - 890 EL. = 68.60, I-� i i � I i � I-I � I�, �— '� 890 ------- ------- _ � - _ . , _ . - ---�---- --�.. . � �� ��� L= 869J ' EL = 7/.l7' EL = i 869.37' � ROPOSED GRADE ' - -__ � =377 K=19 - K= 15�� � 880 � ' -- - =-��' -- _ � ----- 880 S � 80 H DS = 5 �IPH ' � � DS = 55 �PH - -__-�____ _-- _ H. _ � �� � � _ ! _. ___ ��� i� - � � ; � ' � __ _�. 870 , r+ .��28i r-�o.40 oi � ,'� •� 870 ______- --- ---- -- -------- - - ------ l +10.43 2% l +10.9128"/. � � ��� l -J .4000% � + �� _-- --- . . ._- -- __ __ _ �, . . _ __ � � � � �, � � i � � � ' ��� , ' ' I � 860 � . - � 860 �� =� � ♦ -' � i . i�� .'� � � � � _ .' ii ii i i ii i � ii ii i i � ii iii i i i �' ���� � I I I I I ! I I I I I I I I I I I I I I I I I! ' I I I I I I I I! I I I I I I i I I! I I I . 850 __ i�� --'"�� � , � 850 ------- 1, �.- + � __ .--- __. --_ _-_ � � � l `` � ' � � . ---- � / . ' � ,�G �o � II I I i I � I i i� i ` . ' Q� o I I � 6� 4t ��'' --_____ �� I�'" �gase BZ `� { ' ' ' ' ' _ . � BQS �r4/ ` � — �. � � � • a @ � � � 84 � o (1/ �%t�b � 6' �p " ' " -� - _ _ _ � " 2' �-d'� �LaP 84 � _ N � @ 4 pp o . �--- ��� p p�e - � ` ` i ,� � Tsitc - ' - oo�o � 3/ �o p 2.81 _ _ - r ' � - - --- — ` ` _ _ ' > o ao , � . ----- i -- - - i _ - i II i � i i _ � � �� ST 12 + 68.00 RT 1 � i � � � i � � � v, �,,, - > - -- -- STA. 1 + 73.00 RT 830 � � ELE . 839.00 1� E�Ev. s9.2o SEE SHE TS 10 & 1 FOR —Y3 PC— PLAN $30 �w 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 N Z Q N W I I I I j � i II I I I I I � 950 r _ �- 950 � - �� � � �� � 940 �� _ D G ADE �� 940 Y3RP - ST A. 28 +88. 0 �� � � � � ��� � �, � � � � � L= 9 69' ; � � � , , . . � � � � _ _ ___ _ ___-__ 930 r _ - - - _ _ � 930 . �� EL 9/3.35' ;; I K=87 ,�. � � �� �� � ,, � � � � � 92 O PRO OSE GR E - _ _ _ � � _ _ � � , i I vc 3oa 92 0 _ _ DS 50 P _- __ _ _ _ _ _ __ _ ___ � � ' i_' _ _ ( +�l 500 • : 058�° � - _�_�_ _ ' -: : - � � � - : +�� � 910 ___ � 910 ----- s ��' ��� - I �� ' ' � ' `` ' i i i �� �� � __ � - _ _— _ -- ----- - ���� — `�� � i �� : — : : — � � � 900 �` . _ � �- , � � � _ - t .' ' 900 ----- � � � _ ` � : : _ : : �♦ -' " - - - _ _i_ _ _ w�3� Base �t�h � � O`�Gr oolo � , � _ _ -_ : : -- _ _ _ — - I �� �- — � ," - p Rpp 3. 0/ ♦ �a @q;. . - --- _ � J � _ _ — - � , .�. r� �p _ - � � ��� 1v �`� , ��l�����__- '� J 3i� I _� _ _ _ _ . -� ! _. _� - -- - - 890 - - � � ' � � ' - - _ � ��:�' 890 � ---- -- —���, _� O I ' ' I I � + I �`` ' ! � � �/ �� � III � � , � �I __ _ _ - - o, - - - - _ _ _ _ _ —_ � _ — _ _ _ _ . N � � I II � I I . i � I I I I _ I Q I � I � I _ I _ . . I HHO __ �, � __ �`�` ^�� �, o ' ', "' ' _ � ' -- _ _ __ __ _ __ _ _ ____ ___ - - _ _ --- -- -- 880 EXl Tl G GRO D - � . - --' I O � � � I _ + � I .- - _ - - _ _ - _ � � � � 0�0 --- . - _ - --- _ -. - - . -�-�.-i _.-��. �.- ��. �_ � N - � � � � I .� � --_ _ _ .. __ _ — _ —_ __ _ _ H � I - --. _ _ . : _. - _ -- _ . _ -. _ i i i i i - I I � 870 - - - �, �W I : 870 _ _ _ _ . _ _ . � � _ _. � —�_ i i i , _ I _. _ I _ _ _ _ — _ _ _ � � 86O �EE SHEET 11 FOR —Y3 PC— PLAN 86O 1 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 c � � � 0 � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W J m a � Z w � t a 0 � � � c a� � � O O U i � � Q � � 0 0 U Z � W � H � � � � N V � O �O w � H � � O N \ V N \ O .-� w � Q 0 � .� � � L U �I W i 0 i O� ti � N i � i � O � � 0 � i a � 0 U i C O � U � � � � � 0 U i C O L � 0 � ��w o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 105 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - j N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 930 ' ; � ipi�Q ENGINEER ENGINEER �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 � 92 0 -8�-�.� -� ------ -------- _ __ __ _ _ __ —Y3R D — ST . l0 f0 .00 -- -- — -- -- --- --- -- — — � — 93e13' � ; � EL. — _T - - — ----. -----,____ _ 910 Pl = 11+65.00 � � � � _ � -- �� �—� DOCUMENT NOT CONSIDERED FINAL EL 893.63' - - ----�_- ----- - � i = � � ♦ I - / UNLESS ALL SIGNATURES COMPLETED _ K=327 � � EL = 92.9/' _ �� - -- EL = 89.4/' _I I � � / : _ � � ��� - K=20 ��` K=9 � - � . Vc �8a . �c = oo� � �� i i i I i i I-I--� I! 900 - � � � �/C = / 0' � , �� I DS = 9 ti1PH �� �� DS = 0�PH ♦ �� ��� ' ' � � ` Gv� D`t` � I � , , +10.3000 . l -10 500/ � l - .2500% (-J1.00 0% � /� Spe aM @6,� /� � . � R / / �I/� - - 890 � • �;,��� ��i� . - 890 --- -------- - ----- ----�- --� ----- -- � +� � �� , � S (� /7 STA. 0 + 70.00 LT ' r � � _� . � . e @� , i ' � i � � ��� � 2� BpS ��Q a �' ELEV 895.96 �' ,�Q��� � � � I , . i � I � i - - � � _ �p R4 e Dit �Id� . / , - ". � G� b�lo � , I � �p.�5. ! - 88� � S'P 88� ' ' c / " e @q' . - � ♦ � � .- � ,,. —�----- --- ' -� �— -- -- --__ _— i — -- I _ . , _ O ` ---- �---- ' ------ ------ i i ROPOSE GRADE � � o ; �� ♦ � , .'�-'' � � � � � � � � ^ � � /�el. - . _ , i i I i i i i 8 7� % - ----- --- _-__ ____ . � J � � � � � � -- �---- W --- J ---- - J---� I 8 7 O - � EXIST l G GROUN _ _ � 0 0 0 0 _ o0 0� �� _ I - ,�� .�N �� � � � � � � � - +o +o. �c; i i ii i � ii ii i i � � ii iii i i i __ �ap oo +�. II II IIII III� �II IIII II, III Illj �I! Ili � � �� O� �� .. _ . . Q �y Q W Q W � . . . I .- ^ J J � }� J H H 860 , � __ _ N W_�N_W � V60 _ -� � Q . . . . . . .. , � - �. .. � . .. �. . . �. . � .. � . . � �. �.. �. � .. �. �. . �. �. . . , .. � � �� . . . , . . . ,. . . . . . . . . . . . . . . ,. .. . ' . .. . � . . . . . . . . . . . � . . . . . . . . . . . . . . . . . � . . . . . . . . . . � . . � . . 850 i � 850 ---�-- �---- , i � � ; � � _ r � � , --- --- -- ----- --- -- ------ --- -- ------ i i-- - - -- li i- - � --- -I I -- --� I - . --_ . � . - I-I� I� - H4O 1 I ` SEE SHE TS 11 & 1 FOR -Y3 PD- PLAN 84O 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 N Z Q N I I W I I I I I I I I I I I I I I � 960 r r _ �- 960 _w _ _ _ � � � �� � 950 950 �� � ���� � � � � �� � � � � ���� � ��� � � � � , � � � : : � : 940 940 - —Y RPD — ST A. 2�+73.58 - � � � ��� �� � � � � � � � �� � � �� �� ��� � � �� EL = 9/4. 6' � � � � � � � � � 9 3 0 EX ST lNG GR UND ��. Pl = 23 80.00 � � � � � � � � � � , � � � 9 3 0 _ _ _ � --- ---- ----_--- --- - _ K=64 : _ _ - - - - - _'_'_ . ►/C = /5 : - '_� -: : _, 92 0 : Ds = 4 PH _ -:: � 92 0 � � � � i i �� �� ��.�r ` � `� � � � _ I I ---- - _ -._ . _ _ - ' � e -= --=----- - - � �I.67 • _ _ — _ _ _ , ' _ -- . . _. — _ _ 910 : � �+�•03 8 ° �--�--, , , _ - : 910 --��.��� � � I _ . - ' I J . . - - - - - -i ---- � � � � i _ � I _ _ _. _ _. I _ � -. . -__ —_ _� _ _ _ _ . -� _ _ _ _. -� - -- - - i 900 , - �' - : 900 �e�ec� �_,��-- ------- ----�-- .. - . �. _ . . _ _ -_ _ . - . . - - _ _ .. . � O`,�G _ _ _ . _ i _ _ i _ _ . .-' a� �� b°I� , i i i - i : : i 89� - � Spe�` q � - -: .__ -__- _ : __ _ .— __--:_ ' _ _ - _' _- --- - --- :_ _ --. . -- -- 89� ' - � - -- .- - - p _- _ _ - _ -- —. - ---_ --_ _. - ---- -�-�.-i -. _-L'-'--�'-'- i � 0 � i i i i --_ __ � � _ _ — _ _ —_ __ _ -: --. _ . : _. - _ - _ _ . -. _i i i i i i i i I i _ 88O N� - - - - . 8HO --- � w - . . . . . . . . . . . . . . . . . . H J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _. . . . --- . . . . . . . . . . . . . . . __ . . . . . . . . .. . . . . . . .--- . . . . . . . . . . . . . . . . _-. . . . . . . . . . . . . . . . __ . . . . . . . . . . . . . . . . . . . . _ _ . _ _ . ! _ _. _ _. i - - -�_ i i � I � � I � � � � � � � � _ _ _ — _ _ _ � 87O EE SHEET 11 FOR -Y31�PD- PLAN 87O 21 + 00 22 + 00 23 + 00 24 + 00 25 + 00 � � � � 0 � J L.L � i � 0 � i � � � a r � a � 0 0 U Z W J m a � z w � � a 0 � � � c � , � O O U � � � Q � � 0 0 U Z � W � H � � � � � O O CD w � H � � 0 N \ � N \ 0 � w � Q 0 � .� � � L U �, w � 0 � � � � N � � � O � � 0 � � a � 0 U i C O � U � � � � � 0 U i C O L � 0 � ��w o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 106 � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - Ro GN - N.C.B.E.L.S. L' N b: F 0116 r + ADWAY DESI HYDRAULICS 9�O � �lpl�e ENGINEER ENGINEER !— — , �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ; ', , ' , j NC License Number F-0991 970 � _ _ _ _ _ _ � _T - - - - � �%6O DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i _ . — i . i _ . _. . _. __ _. __ __. . _I i - E D G DE - --- —Y3A ST A. 0 +15.3 = , —Y3A — ST A. 2 +95.0 �- -� ! '� 5 — ' � . Pf - z''�+�5- - Pf - �+-f� 5 . . . _._ _ , � , t.--- f�.-��` -------- EL. - 92/.Tl � � EL 927.0/ EL 930.10' _ �� ��� EGl R DE K= �35 - K= 203 94 0 Y3A — ST A. l3 90.�0 —Y A— ST A. l8 f 3.37 = � �c �50� vc �50� 94 0 - ---- - - Pl = 0+15.37 --_--- ----- - ----- ----- - - : L. _ ..�J7 , - . . DS 57 �PH DS 65 �P I ' II i �i EL. = 920. 0' i= is+�i � EL = 92/.7/' _ � _� ' � � - — __ _- ----- ---- '_'__ - + Pl = l5 +�45.00 - - L = 92/.02' I ' � 9 3 � PROPOS D GRADE i Pl = 9 f79.37 • l+JO 047% 9 3 � __- EL - 9/ .20' � I I � 27/. ---- ---- - ---- - --- - -------- -------- -------- -------- ; -- f�l ° �C = /5 �. � ----�---- --_ -- __ _ - _ � � +�' 2�`1--- ---- _ _ e ial Cut itch ��__ iI L= 920 0' . -, _, - � +�2 i � 553 ���_--- � � Special C t Ditc K = l8 � _ _ _ _ - �____ ___� _ @� 2% � � _ _ _ � � � . � DS � 8 �IPH + 2,00 0'• l+I1.3118% �'� _.--- � � o o ' � 920 � --�--_ =_ _- �+)2 553 • __-____-------- � J �� � 920 - � . - --- --- --- - _ _ __ I , ���.� � . _ —_ — _ _ - o o �N � i ! 7•, 1+11.75 � TfTI. �� +� aW � � ��� ;� ;�; � (-})� 38 � ii � � � � ii' 'i i' ��i � + . � �, �, �, --- — � , i l.�no/O N � N — N w N I I I I I I I I I � CUt �ItC @ � / T/ R � � N � - - /� ��� I �, __ X Q W Q W I _ E S GOUD y ia 1 C � N N , H J � J .. i i 910 ----- p�-�++ -- N W- N W_- I 1 O ---- - ------ �. . . pecia7 � - @1.49% � _ _ J � � J - I I , I I I . . .... I . I I . . . I . I . . . I . 0 .. 0 � � � . . i . . . . . . . . . . . i . . . . . . . . . . . . . . . . . i . . . . . . . . . . i . . i . . O�D � Q` __._ O a0 ��"� I 900 �. o o �. ,� � �. + o � �. __+ =__ + r _ 900 �� ��. _ r Q W Q W ... ~ J � J � N W fn W i ��. . . . . . . I . . . I . . . . . . _ N W y W � . �. �. . , , �. , , , , . . ., . . . .. - _ . , - - � _ - - -. � - - - - -- - - - - - - - - - -- - - II I-. _- _ _ . .. II -�- . - �� � �_ _ . -�� I ��. --_ _--� I ,_ . ---- �, _ - .,-I I .--- 8C�� SEE SH ETS 44 & 45 FOR - 3A- PLAN $C�� 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 N Q N W I I I I I' I � 960 _ . r, _ 960 940 - - . : �- 940 �� � � � � � � � - ; , , ; ,, �_ _ 950 ���� _ � 950 930 ��� . 930 E D RADE - __ _ _ _ _ _ _-- ' �� � ' � BEGI GRADE � � �� � � �� �� �� �� �� .. ' ' � � � �� ' � � � � _ BE l GRA E � � � � �� � , —Y3B ST A. l +95.00 � � - —Y3B ST A. l +00.7 � � � 940 � ; -- -�.- — �.��' - --- _ , � 940 92 0 —Y - _ ST e ll +l1.9 � � 92 0 � - - - . . -� - -- � EL. 894e ' � � � � - -- � � - , , . � � � l=12+300 � � - E GRA , : I . _ , 9 3 0 , __ � =9i5.s __ 9 3 0 910 ' _ ' ' _ ______ __ __ _' --Y --__�T � l�� l__ __ � � � 910 _ _. - i L— ' _ — _ � _ / _ - Pl = l2 95.00 - . . _ _ /�� - --. - - - _ _ _ _ - - __ : S= 29 PH . _' EL = 8 6.88' I 920 ._ 920 900 K= 30 � 900 --- --- � � �� - / , � �. I I 'n _ � N�O O� _-- ,_I__I_ I -. _ -_ _ �+��� 2_/_ - - --- ._ _ _ ��� DS = 3 �PH . � PROPOS D GRADE - - , ' ' , 910 : . � : 910 890 � J5• o00 , : 890 - _ _ � � � ! �_�3�� _ _ , � • 7'+7T.10�T . , � � � � _ Pl 11+70.00 ___ _ �_ _- � , _ EXIST �IG GROUN,� : -� ' I -� - -- - - -- — _ _ _ . 900 , 900 880 ,- � E� = 89i.�o� 880 ----- ------ K � P OPOSED RADE - - : -- - : : _ _ _ _ _ : , . _ _ -- . ►/C = ll5' . . - - - _ - - - : � � DS = 47 �lP _, � : : i 890 -- __ --- - __ _ _ 890 870 ---- - - - ---- --- - --- :- - --- -- -- 870 - - - � . .- - - -- _ - — -- —. - . - ---- -�-�._� - _-L'-'--�'-'- _ E lSTING G UND ___ _ I - _ — _ —_ __ _ _ _ . : _. - _ _- _ . _ _. - - - --- _ _ .. __ _ i i i i i i _ . 880 - - 880 860 860 _ _ . _ _ i . _ — — — — — _ _. _ _. — — —�_ . i i i � I I � � � �� �� �� --- --- -- -- 870 ,SEE SHEET 43 FOR - 3B- PLAN 870 8cJ� SEE SHEET 44 FOR - 3C- PLAN ' 85O 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 � � � � 0 � J L.L � i � 0 � i � � � a r � a � 0 0 U Z w � m a � Z w � t a O � � � c � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � � � O � 0 � � H � � 0 N � � N \ O .-� W � Q 0 � .� � 0 L U �I w � 0 � � � � N i � � � O � � � � / a � 0 U i c 0 � U � � � � � 0 U i C O L � 0 � ��w o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 107 � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - _ N.C.B.E.L.S. LIC@IISe NU171b@I': F-O�'I6 r + ROADWAY DESIGN HYDRAULICS 940 ^40 ^70 � �ipi�Q ENGINEER ENGINEER 7 7 �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 � , � NC License Number F-0991 930 �� �� 930 960 � -- ------ ------ ------- -------- -------- -----._-- -------- -------- � — - -- — -- �--- - � _T __ _ _ _ � �%2O �� __� __ , �I2O �I �JO g__ __ __ __ ___ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -Y3 - ST . l0 +12. 5 _ _ _ __ BEGI GRAD ; _ _ _ ---, _ __ _ __ _, -- -- --- EL. 887.5 ' . -Y3R l- ST . l0 +00. 0 � I-� i i � I i � I�--� I i 910 910 940 _ , , 940 - -- - ---._____ _ � °� a � Aa E GRA E ' P� = ro+.�5.0o P� _ �2 5.00 - Y3RAl ST A. +39.2 � � � � � P� _ �o+ o.00 -Y D- S A. l2 f7 .00 EL = 9/ .24� E� = 9� .�5� L. = 9 3.54' � 900 - -- � -_8 4� � 900 930 I - - ------ ----- 930 - _ � _ = I � _ -� --- K=57 ' ' ' EL = 879.38' �C = 7 ►/C = l0 � � � ►/C = /2 - - K= 0 - - DS=3/�IPH ''; DS=2 �PH � � 890 as = 4 �IPH � _ - -- --- ------- ----- __�c = �20� 8 9 0 9 2 0 ------ --_-.---- --- - - 9 2 0 PR POSED G ADE _ �-�2 657, DS 35 �IPH - r , � � � � _ � � � ���,g - � � � _ +�2�p 0't � � � _ --- - - - - 65 I - � / � _1/.24 . . ' � , ' � � 880 � 880 910 88 • r-�� Q�--- -�+�2.0o i 910 ---- -------- --- ---- � _ __���___ _------- • _ � � � � I � � i � � � _ � � / � . . � � -�0 G00% 'i - - � / � i - . � ._ _-___ _ _ _ _ - _ ` -- . _ � � - _I ,I � � _ ___ __ __ _ __ _ - , � , i i l i i li �i i � . . I _: _-�-__. -_-.- _-.�-__. ` � 870 -- -- 870 900 �� _ ��__ ' = 900 -- ----: _ � � � �, � PROPOS D GRAD � � . _ _ ___ _ � � � _ 860 - 860 890 EXIST NG GROU D 890 — ------ --- -- ----- --- -- i � ! �i I � ------ --- -- ------ SEE SHEET 44 FOR — 3D— PLAN EE SHEET 1 FOR —Y3 1— PLAN 850 850 880 880 10+00 11 +00 12 +00 13+00 14+00 10+00 11 +00 12 +00 N Q N W I I I I I � � 970 _- 970 980 . - _ '- 980 - -- . _ _ i _ _. _� 960 960 970 I _ 970 � i � � � �� � �i � i I, " i � I BEGI GRAD , , , , ; 950 950 960 � 960 --�3 -_. r�� .�f� ___ , , - 15.83' -Y3R 3- ST l0 f0 00 EL. - _ � � ,� ° � � �; , I I �; EL. = 22e42 � � � � � , 940 _ � _ _ �_ _ 940 950 __-_ _ _ ' ' _ _ ' _ __ _______ ; '� ' 950 _ _ - EL = 4.83' EL = 9/6 3' Y31QQ - ST �I. l2 +J�1..3 Pl = l0+ 5.00 � � � ��'i /��E ' K - _ _ K - 34 L. = 9 5.83' � - E� = 92 .�2� , _�_�_ _ ' '_� _ Y3RA - ST A. l2 +5/.3 _ _ 930 �c = � a : vc = �o _ 930 940 K= 2� � i L. = 9 2.42' � 940 ------- - --- DS = 0�TPH DS = 36 PH ------- „ VC = 7 __ : - _ : : - _ : _ _ Pl = l2 5.00 . . _ DS = 3/ �PH ----- _ __ - --- . . ____ . EL = 9 0.54' - . _ _ , � � PROPOS D G ADE 920 920 930 K= 32 930 -- -- _ � +� 56'/. � -�2.00 0 , ---_ VC = l0 : _ _- _ _ _ _ I • + 56"/. ' � 000' � DS = 2 �IPH � _ , l �0 +�2A _ _ _ r �0.68�6i r-��.2� � _� - _ . _� - -- - � -���0000 tl . -. . - __ _ _ 910 _ — — 910 920 -- — -- 920 - -- e. . . . e � �.JLO R/ - - -- - � ' ' i -. . _ � � � �� - _ — _ _ _ , - _ ` � - II �� ` �� I . . I 900 . _ __-- - ���� --� � __ _ _ 900 910 -----� : - - --- - --- :- - --- -- -- 910 : : : : : : : : : - _ : _ _ XlS lNG GROU D _ . : .- - _ - - _ - - . _ ---. . -_ .- -�-�.-�_-. __._��. �.__��. �_ i � i i i i --- _ _ .. __ _ — _ _ —_ __ _ -: --. _ _ -_. - _ -- _ _ . _ _. _ i i i i i - i _ . _ . 890 - - 890 900 _ : : 900 _ _ . _ _ i . _ - - - - - _ _. _ _. - - -�_ . i i i � I I � � �� �� �� _ _ _ - _ _ . _ 8HO �EE SHEET lh FOR —Y3�2— PLAN 88O H�IO SEE SHEET 4 FOR —Y3 3— PLAN ' $9O 1�+0� 11 +0� 12 +�� 1�+�0 11 +�0 12 +�0 C � � � 0 � J L.L � � � 0 � i � t � a r � a � 0 0 U Z W J m a � z w � t a 0 � � � c a� � O O U i � � Q i H O � U Z � W > H � � � � � � O �O w � H � � O N \ V N \ O .-� w � Q 0 � .� � 0 L U �I W i 0 i O� ti � N i � i C O � � 0 � / a � 0 U i C O � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. " HDR Engineering, Inc. of the Carolinas U-2579D E& F 108 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � , N �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 _. . — _. . _. _ . . . _. . �� _T . _ _ _. _ _ _ i I. _ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i i i . i _ : - -- - -- - -- -- �_� , -- - __ --- -- � . . . I � l i� � P OPOSED RADE �2' • I', ���%i �� -------- -- ---�----- -----�-- --- � -- - !-Y4 - T A. l9 50.00 � � � � __ 93.84 � � EL. _ ----- ----- -- - ----- - --�_---- �----- -------- - ,--, _ � � - �' Pl = 2 +00.00 i � � -%. � � � - - -- - ; _ � � J � EL = 22.42' 0 � � � @ �q � �-d'�e 8 �9 � K = 4 � ' �"�- -------- . �r . ---��- a��r---- -------- -- � �.-� ��-�-; , ��� --- � -- . ^-----_ - Ditch @7.38% � �,ate�,l' J � VC � . o � DS = 40 �IPH ,, � _.� ' '''''. -- � _ . +� • W _-. -. � I : . I � � � . `d�eCa� 52� � o o N � i ♦ _� ���_ �� `� EXI.� lNG GROU �; � W � o - . _ . . . . . . . ., � I'' H � .. � 0�0 N � Q 1 j � j .. . j ' i ' j .- . , . , , . �-. . .-.-_ _ _---. . . .. . . ' �� J . .-. , I ' . . � � .. _ ! — — — — — � � � � � � � � � � � � � — _ — ` _ -_.��-- t t -- I '' � O OD O � N ; h W I I I ! i I ! I I I _ . - pp - _ , - -- • ��� ��� � � ��D # � W H J � -- ----- ------- —�.-. ` '-�L- -- � + Q� O� 00 -- W - trr- I ��` �I� I I �� Q w _ _- . . ` I '� I I � J N W . I . . . . I . I . . . I . .. � ` ` i .�, .. � ,�.-�_ .,- �' � . . � . . . ... N W . . _ . .. . . . . . . � . . . . . . . . . . � . . � . . .. , �� ���� � �� _ - I . � � � � � � � . . _ ,. -,- , . — ------ --- -- ----- --- -- ----- --- -- ------ I� i-- - - - i �- - � I II � -- -i I - I-I� I� --- SEE S EETS 12 46 FOR Y4- PLAN 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 r o �'9�jo, N W . . � I I' I I I � � � � I _ _ - ♦ � _— _ _ � -- � _ �- ------ ------� -------- -- _ ,. — - ���� ��� � � ��� � Pl = 23 00.00 � � - - --- -- _ - -- -- _ _ __� --� � ._ — � EL= 92.42' -� � � � � �� —� _ � ' _ � � � � ` _ -- - - — � � K = 5 � _ _ — __ . - ---- --� __� __ / --------- ----_--- -------- ---_.. _ ` - _- --- __ _ _ : DS = 4 �IPH � � � I �� � = � l �1.4�427'/. �� � ___ � _ ♦ ` ` : 1a' C _-__ __-- ----- --- - � �� � Speciai C`ut � 2, 1% - --_ - .. - - - � pe 7 _ _ ♦ _ _ -- _ � �. • ��.� —. . .. — ` — • ( f �. • —' ' � i I I - I � J � � O - - i i � i i � ' OO � O . N� I I I � � + � � I� 1 n O N ___ N � � � `�` �� � G T�O�VO + N M� M p�p I � � __— __ � _ c�� � •> I I . _ � ___ — —� I I .> _ NW ♦� K = � �I � NW - - NW —_ � ♦ - -- _--- ` vc 5a , ; ' ' � - . ' - _ - :-, - -: - ._ _ _ � � DS 2 �IPH � ` � � � � I I - _ _- _ _ .. __ - _ �` ' _ _ . __ _ _—. ---- __ . - -- ------- _ _ � -- I � - . _ . _ _ � : : : : : : : EXl TING GRO ND � � �♦ ' � � � � : _ � � _ .. _- . _ -. - I ` � _. - � _ _ . - - - . _ ' i i I � I . _ - � _ � � „ `` � I _ � _ � _ I — -- — _ -. - _ _ _ _ -. . - __ � — _ _ _ _ _ - - - -� ` � ' � . _� . " � . - - � � � I! � - _ _ . — . —_ _ . __ . . _ — . _ . . - � � . — . __ i _ _ . — i _ , _ _ I I �_ I I . � � , I _ I . _ : : _.___ .- .- : : __ __ : : : ___ _ : _.___ _ .— � / _.____ ' _ _ __ _. _ - _'___. ___: - - __ __ --, - -- -_ . _ � � � � . . : � - � .- _ _ - - _ - _ - _ . _ � � -�-�._� -. _ _ � � ��. �_ -- - -- - --- L-- � � � � - � I — _ _ _ _ — _ _ __ ♦ -: --. . _ - _ _ . _. - - - �` ' j i i ii i III - - - . _ ` � I _. - ___ _ __ _ _ r � . _ _ i . _ _ _. _ _ - - -�_ . i i i I I � � �� �� �� , _ _ _ - _ _ SEE �HEETS 12 13 FOR Y4- PLAN ' 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 c � � � 0 � J L.L � i � 0 � i � � � a r � a � � 0 0 U Z w � m a � Z w � t a 0 � � � c � , � 0 0 U i � � Q i H O � U Z � W � H � � � � � m �o w � H � � 0 N \ V N \ O .-� w � Q 0 � .� � � L U �I W 0 � � � � N i � i C O � � 0 � � a � 0 U � 0 � U � � � � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. " HDR Engineering, Inc. of the Carolinas U-2579D E& F 109 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � , N �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 _. __ __ _ _ -- -------- ------- ------ ------- ------- ------ ------ -------- — _. j - — -- ---I---- — — -- — — — � ---- -- — 4— ST . 46 f8/ 09 = I � �— —_ � ��-� �L� � _ _ DOCUMENT NOT CONSIDERED FINAL E.— 92/. 6� UNLESS ALL SIGNATURES COMPLETED _ . i - . i _ . _ . - -- - -- - -- -- . _�� I�I� . . � I I�_ _� l i� P1=4+00.00 II ����� EL = 9.55' - � , EXl TING GROUND K= 9 _ ���`�� �/C =/ �' �� � � � i � i — � � i - _. ���� �`_� DS - 9 �PH � -- - " ; -- ; - �� �� ___ ------- � ------ -------- ------ - � � _ ' �—� �` � '� `��� , _ _ _ _ _ __ � . .. ` � '' � � � � __ _�-_ i I � ��♦ ♦ i � i �� ! ` � ' i � �� i Lateral V ♦ __ ! i , i ► _ ��� • �i • ♦ _- ----- ------- --- ( +) ' . _� ,,, --- - - -- - - _� � - -' ��__ --- — . � �+ .4427% ' � "-g $o� � � � � � � _ _- ' , e7 _ � , , �ii ii i i , �.0 Q _ ,, ____ 2 � ` ,_ � ` _--_ 3• ° � i i � , I I � I i i � i i � —��� ° � � � ' " pitch : : , � � / � o � � � � � i - � � � � M � � ------- ------- --- -- • ( +�I.442 " _ : j � � __ /. o o � `O �. � � � N N N I O I � I I Q w I i I I i . .. + � + � 0 � I . I . N W . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . .. . � � � � � 0 _ . . . .. . .. � . � .. � � . .. � .. � . .. . . .. _ .. --.. -. . _ ,. .� .� +� _ I . _ v~iw NJ �a` _ I e,= • W �- _ PROPOS D GRAD � � N W � Late a I V . _ Ditch 8.57% i � !�, I � il l i - — ------ --- -- ----- --- -- ----- --- -- ------ -- - - -- — -- --- - -- -- - --- -- - --- -- S E E H E ETS 13 14 F O R Y4- P LAN 37 + 00 38 + 00 39 + 00 40 + 00 41 + 00 42 + 00 43 + 00 44 + 00 45 + 00 46 + 00 N Z Q , N W I I I I I' I � � i I I _. -. __. -_ . ---- _. � - — --- _ I - . . - E D GRADE , -- P = 10+75. — . . , --- --- - � �, � � � � � E= 9/3.56 '' EL. = 9/4e3 � i � R I� I D G DE _ K - /5/ - - _ � --- Y4A--- TAe� Q�QQ_ _ __ _ _ - Le = 8 3.98' o= so M H - _ � � ;; � � � � � , � � � Pl = 1+55.00 � , , � � � PROPO ED GR E i �,, , , , I EL = 82.46' __ � � K — �c = �a • �+ 249'/. _ - - - - '_�� �� � � DS = 22 �PH - - - l +11.3 7 • — — -: : : _ _, I - ��+ ----- I �� V � ---- - II I ��� ��� - ------ / i a _ . . . . -. . . . _ _ . . . . . . . . . - ,,- .. ��� ---- —��� ��� - _ � +�3 _ _ , EGl RADE � . , � � 2�+ � �� • �� , EXISTI G GROUN - - ------ � f �ii�' : : : ����i : : : _ � . � -: -- L. — 9/ .07 � _._ . _ . -- _ _ - -- _ _ - - - � . � _ _ _ _ _. _ _ _ � .— _ _ _ _- .__ _� _ _ _ _ . -� _ _ _ _. - -- - - � - � _ , � . � . I _ '� B Gl G ADE : -- . - _ , _ . -. - - - - _ � . � _ �� . � , _� _ . . - - _ _ _ __ -- -- S . 20 f 2.00 ---- - __ _ — . -- E-------- � ------- --- : : : : _ � . = 87 07� - - - - . _ _ _ _ _ _. _ - _�_�_� �_�_ ��_�_ - � i i i i _- _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . - - - . _ _ . _ _ i . _ - - - - - - _ _. _ _. - - -�_ . i i i � I I � � � �� �� �� - _ _ i ! � _ _ _ � ' SEE SHEEt 11 FOR -1�4A- PLAN SEE SHEET 12 FOR - 4B- PLAN 20+00 21 +00 22 +00 23+00 24+00 10+00 11 +00 12 +00 c � � 0 � J L.L � i � 0 � i � � � a r � a � 0 0 U Z w � m a � z w � t a 0 � � � c a� � � O O U i � � Q i H O � U Z � W � H � � � Q � 0 � � H � � 0 N \ v N \ O .-� w � Q 0 � .� � � L U �I W 0 I � � � N i � � C O � � 0 � / a � 0 U i C O � U � � t � C O U i C O L � 0 � � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. " HDR Engineering, Inc. of the Carolinas U-2579D E& F 110 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � , N �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 _. . — _. . _. _ . . . _. . �� _T . _ _ _. _ _ _ i I. _ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _ : _ . _ -- - -- - -- � _ _. . BE l GR DE ' E BRID E -- BE l BR DGE �� � i � i i �-�--� � i ____-Y5 - ._ ST A. 7 f10.5 _ - -_�' - -�.� �ZQ - � = � ,�-�� � �� -� � EL. = 92/. 0' • • 929. 5 _ l= 25+3/00 L� �� ��� L. - 9 7.3/' _ - - -- -- __ L = 928. 9' - - �-- �g- - . =-97 -- - EL = 1.88' L= 920 9' , Pl = 20 93.00 C= 276' _ , � = 757 _ � - -� �L = 91.34' ��; i � � �� - S=52 PH —_ K - g , - -- -- - - PR P RA = � � i vc � a c- �5a K �2� i I - - ------_ - --- DS - l �PH = S � 80 PH I �� _ -� _ ------ --71,. -- - _ ---- �.�400"/. ---- � � �-- � +� .54 DS=5 PH � _____------ ♦ ----.____ �+ .8460'/. f -�0.96 6% ------ � � __ — --- _— _----- —�---- --r ---- _ �_ _. _ _ _ ------- --- - - - - ---- -------- -------- ---�_ --- � �� — — — _� ___ _---- ���_� __ �__ ---- - — � —� ��—�...��� �—� . --- ---- --- --- � _ � � _ � � � � � J ► — �► � � �� e / � - -- --- ' : _ _ _ -- — Special C t - - — �, � f' � ��� �. � -.` -- -- _ _ i . _ _ _ — _ _ _ --- . - -- - - - � � — - -- Ditch @0. 0% Special�Cut � �_ ,ii , iiii ii ii iiii , �i�ii�i ii�� �i�i�i i�i�i�� �� � � Ditch @ .50% - - , � . -- --- ___.- -- i - - (jl�I� _ _ � _- ---------- __- ---- --- - � � � � � � o , ��� �� � 0 0 � . O � 0 p N O� p�� 0� I �.p I � .��p p� - - - -- ' � + � � . ------- ---- - ---- �; O� Q, Q W _ � J . ... N yJj . la- J N w . N w i �. . . .�. , �. , , I � , �. , , . , , i �. . . . . ., . . . .. - . .. . N W - . . . .. .. . . . . , , .. . , . . . , . , . .. _ - -- � --- -- --- -- --- -- --- -- --- -- --- --- - . �� _ i . . : . . . . . . . � . . . . . . . . . . . ------ ' -- ---- -- -- ---- -- - --- SEE S EETS 14 47 FOR Y5- PLAN 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 N Z Q N W I I i i i I i I I' I I I I � - - � _ _ � ---f-- � � � I � � � � � � � � � � �� � � i � � � � � � : : � : � � � � „ � � BEGI GRAD _, ; I I . � :. � � ' � , _ -Y5 - � ST A. 3 +00.00 � _-- -- __ _ _ __ _ _ _ _ --- -- . - . _ Pl = 32 f75 ° 0 , , ' Pl = 3 +50.00 _ Pl � 35 +70.0 � � � __ __ -- , __ _ I EL = 6.93' E - 929.8 EL = 928.38' ' - -_ _ _ _ _ _ _ _ K=10 K-85 K � � . - �c = � a - vc = 22a � ' ' ' ' _ �y : I I I D - 50 - � DS = l �PH . _ _ _ � DS i = 56 �P ----- _ __ _ _ _ _ EXIS lNG GROU D - � � � - � � __ _ - - ---- - -- �i ♦ _ . - - � _ - -- - . _ _ _ _ � � i � � � _. . . `�� � + �- �.49 � � � � � � - ---._. � � + + 000� �` �� � a � � � � � � � �� � � � + . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . ��� ����— • • .-. .-.. — � - . _ . -. _- - � � - � - � -. � � � � � � � I � �� �� l-J .3000% 1+11.2 --- --- . . � — � _ _ _. i _ -. i _ � ' � � � _ . -� - - - - - _ Special Cut � � � � � . o ��� ------- ----- -- - e _ � . -� -� � - ------- -� �°e=. _- - - . ��,�� ���� ��� PROP SED GR E __ : _ . _ : - . -: - — — — — — I I � � _ � I . . �I , __ __ ____ _ ____ - ____ o __ __ _ ____. ___ - -__ __ _ _ o 0 0 - - - - I O � � M - -- �-C'i +N . _ i � � M i - _ M � _ -- — _ -. - - _ - _ -L -�.-i _ .-��. �.- -��. �_ - - - - _ _ - - - - - � � � � '� .' � -- - _ .. _ _ - _ -_ __ _ -: I . . . . . . . . . . . . . . . _ . . . . . . . . . . . . , . � J .--. . . _. � J --. . . . .- ._ . . . . . . . . . . . -- . . . _. . ._ . . . . -. . . . . .-I I I I I I I I I I . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . _ . . . . . . . . . . . . . . . . . . . _ . . . . N W . . . . . . . . . . . . . . . _. . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . �. . . �. . . �. . .. , . . . N w - - - - . _ _ _ . _ _ i . _ _ _. _ _ — — —�_ . i i i � I � � I � � � � � � � � � SEE S EETS 14 48 FOR Y5- PLAN 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 c � � � � J L.L � i � 0 � i � � � a r � a � 0 0 U Z w � m a � Z w � t a 0 � � � � � , � 0 0 U i � � Q � � 0 0 U Z � W � H � � � � N �f'1 � 0 � w � H � � 0 N � � N \ O .-� w � Q 0 � .� � � L U �I w � 0 � � � � N i � � � O � � 0 � / a � 0 U � � 0 � U � � � � � 0 U i C O L � 0 � ��w o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 111 � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - Ro GN - N.C.B.E.L.S. L' N b: F 0116 r + ADWAY DESI HYDRAULICS 9�O � �lpl�e ENGINEER ENGINEER !— — , �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ; ', , ' , j NC License Number F-0991 970 � ------- __�___ -- ------ ------ ------ ------- ------- ------ ------ -------- BEG GRA E — — -- — _ _ _ ,_ � —Y5 — ST A l0 f12. _ _ __ � i 960 --�� �£� �----- � . _ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ; _ ,— ; ; — 5 — ST . l3 f 0.00 — -- — -- __ _; ; -- — __ ___ --- -- --- -- . � �-� �I�I I�I�--�li . . E . = 92 .l9' 950 950 - -- �r= o- EL=93.20' � ����� - - K = 4/ - -- � 940 - -- y� -=- �5 940 DS = 3 �IPH i ��--� P OPOSED RADE _ � �� � — - - -- - ; ; __ _ 930 l +JI. • �-�2�62 % -- � � 930 --- ,- � -.� --- _ — __ __ _ __ � � � „ -- — _ --- -- Sp cial Cut Speci I C ~,.� _ _ _ _ _ _ � � r � � � � � � _ i i � � Ditc �t �' — �� � � � � � � � @ 1.91% Ditch 2.19% �� - �%2� 92 0 J --- _ . o _ _ _ � � � � _ _ i . �. � o o � � � � � � � � � . + o � o o ii ii i i ii i � ii ii i i � ii iii i i i o �M ��o�EXISTIN GROUND` ���� '��� ���, �� �� ,��� ���� ��� ���� �,'� ��� ���� ��� ��� �fj M + � �''� �vj � Q + .p N O� + fV � ' h N r , M O� 910 �, �, � 910 _ -- . � � . H J H J � . . . . . . . .. . . . _ . � J - � N W N W - �.. �. �. .. � .. � .. �.. �. �. .. �. �. .. � . .. �. . . �. . � .. � . . � �. �.. �. � .. �. �. . �. �. . .. . N W . . � �. . . , . . . ,. . . . . . . . . . . . . . . ,. 900 ---- 900 — ------ --- -- ------ --- -- ------ --- -- ------ I� i-- - - - i �- - � I II � -- -i I - I-I� I� --- --- � - 8C�� SEE SHEET 48 FOR — 5A— PLAN $C�� 10+00 11+00 12+00 13+00 14+00 15+00 N Q N W I I I I I I I I' I I I I � 970 r . �- 970 � _ . � � _ - - �.�- , �� 960 - 960 �� � ���� � � �� � � � � ���� � ��� � � � � , � - - - � : : � : EGl RADE - , , , , , , ; 950 � 950 � -�'� - . e � _ _ , ; - � � � EL. 9 8.86 � � � � � � � � � , � � � � �, ; , � � � 940 ; : _- - _ _ ' ' _ _ ' � � i , � 940 ; �i=i+ • - � E� _ �8.�a � � �� i, �,! _ K = / - - - - -__-: _ _-: : : _ 930 :' _ . _ . _ � 930 :� DS=35�PH : � _ - _ _ _ _ _. i --- _ __ __ _ _— ---- __ __ _, - ,-------- — , PR POSED G ADE — . _ . _ , � � 920 _ . _ - 920 ------- _ -_-- -- _ • - __ -- 3,� 6. , _ . _ ---_ • _ _ _ _ _ _ _ � ►�� ��, i _ J __ -. -: _ _ _ _ I �—� _ _ _ , : , _ i _ i _ _. _ i _ _ _ _ . _ I _ _ _ _ _ . - _ _ _ _. -� - -- - - 910 6 - : 910 /� / � � /-f �U ��� — . _ __ _ _ „ i _ _ _ , _ _ i- i _i I I I _ I . 900 . _ . __-- .- -: : -- .__ : : =--- — E D GRAD ! ----- ' _ � _ . - - - -�. -- . --- - - - . _ - -. -- -- . 900 : : : : : : : : : : : : : : : —Y5 — ST A l3 f 59e 7 �, : — — — :- - - - EL. _; 9/6.96 _ . --- _ _ - --� — _: ___ __ _ _ __ �� ��� i � i � i --_ _ _ .. __ _ — _ _ ! � -. -. . : _ - _ _- _ . -. - i i i i i - I I i --- - - _ . . 890 � '- - - - - : 890 _ _ _ _ . _ _ i . _ _ _. _ _. — — —�_ . i i i � I � � I � � � � � � � � � 8HO SEE SHEET 16 FOR — 5B— PLAN ' 8HO 10+00 11+00 12+00 13+00 14+00 15+00 � � � a r � a � � ~ a 0 o� c� m z � w ;; m -� a � w Z� W H �� � a 0 � � � � � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N \ V N \ O � w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. " HDR Engineering, Inc. of the Carolinas U-2579D E& F 112 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN � N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 96O � � �ip1�Q ENGINEER ENGINEER P= l f28 � ' N CT� T STV Engineers, Inc. F L AT I R O N 1� j�/ ��� 900 West Trade St., Suite 715 � � E= 939.3 � �� cnariotte, Nc 28202 : _: . . i � NC License Number F-0991 ._ K = ��4 - _ -Y6 ABl - T Ae /0 00.00 �� 950 �� � � �� V = 286' -- -------�- ---�---- ---.__--- -------- ------- ------ -------- __ , ------ --- ----- --- - _ _ _ _ 6 ' � -Y6RA l - ST . ll +64. 0 � - _ _ � � o = 5o H -� � � - � ; � EL. 9/5e �-�-� �-�-� � � � � � �- � �-�-� �-� � � � � -� � � _ � _ � _ _T __ -Y6 - T A 24 4/e39 I � --_ �-J3r�• � PROPOEocRaaE EDGRDE _ ', ����� ������������ ��� �I4O _______ �� � � �_ � —__ � � � � � � � � � � � � � � � � � � � � � � � � � � DOCUMENT NOT CONSIDERED FINAL -- ��-` JS �� — —� � � �,� , � �� �. ����— -------- -- — UNLESS ALL SIGNATURES COMPLETED - __ � _ ° BEGI BRIDG _� , ; ' -_3Oi -� ��,� --- -' E .- 9/ .30' ���� -- �� � ���� ���� ���� ��� � ; � _ , � ; P� - ��+�5.0 - -Y6 - STA. � 2 +98.95 �-- -_ _ __ ___ _-- -- 930 � � �� �� � � �__�� : � ����, EL 9/9.60' � ��� � �� ���� �� EL.= 904.08, ���� ���� ���� ���� ��� ��� � � I-� IIII III-I �II q30 -- �' - II� K- 97 . ,I ... � __.� � Pl 26+02.0 II � � � � � BEGI GRAD vc 280� _ E� = 909.��� - E D BRl GE -}- � -Y6 - ST A. l +54.47 I ��` _ � � � �� os = 5o MP r -�2 000� -Y - ST . 28 +6 .11 , �S -Y6R l- K 86 f ----- -- _ __ ��. = �$ I I � ._.� �_ ------ ----I VC = 260'-- -----f = - � . '� . f �-'��z,� �_ l+10.3/ 6'/. � � � ,; _ --- D 50 � � � _ I _ � �2.80 /% - - - - S - Mp _ - - � �_ � 910 , . - 910 ''- -- - - - � '9899� --- � • -- � _ - -- � ------- -------- _____ __ __-��--- --- -- - � �_ _ f � _ . . ' .8p . - _ _ _ � 12.0000 . 6 40/ � -9 �. __ - i - -' BEGI GRA E _ � P� = 2+48.00 __ ___ � _ � � � -� � _ � � � , EL = 8 5.70' 900 _ - `� Y6 ST A. 4 59.3 --- _ . — �f�-e _�_�� 900 -- --_ -------- --- �__��,- --. . ------ - __e�._ � . STA. 0+50.00, L=9/4.95' . ._. ___ _ _ `��_ , --� -- VC = 0' � -- � \ ' - . , ��J9a '- � � _ _ ', '� _ pS = 5 �IPH __.--_ . -_._ -_._ -_._. _ _-. -__._- _- _ _ _._ _ � . � p —__ _ , _ _ —� �''- • _ - . ` ---- 890 �,�; -: � — --_ - � — _ 890 -- --- --- - -�---- ------ - _._ ---- EXl T lNG GRO ND -------- ---- -- -- --- _ - ---__._-- ST„�1..23+00.0 , EL=905.4 ` ' - ------- � - .. _ � � �, � — - - - , � J . � - - "99�jy . . � , . _ . , . �� � _ � -- l T R lT H RT 880 , G N 2 L E AL BA E D C _�_� . a� ��- ------- _ -- - -------- - ---_�-___ , . - : , : /_74 ��_ � . - — ------ --- -- ----- --- -- ----- --- -- ------ E1�1D 2' LATER BASE ITCH RT ; ' ;' s � SEE SHEE 19 & 49 870 STA. 6+00.00. L=886.80' -- FOR Y6- PLAN 870 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 N Z Q N W I I i i - � i I I' I I I � i i � 910 --- : - � - 910 -Y6RA 2 - S A. l +3 .4/ � -Y6 - T A. 3/ 42.66 - - � _�-__ -_ � � 900 EL. = 79.0/' � = 900 � � ; ____ __ � � � � l= 33+3 .00 I ;, � � , � � � : : , L=8732' , , , ; _ _ 8 9 0 ------ �- ------- -------- --- . i = ii8 C = l50' - � � -_�� f-12.00 0'/. _ - -� f-J2.5050" � S= 55 PH � � � � � � � � � � � � � �� ► _ 880 ------- - - ---- - �----- -- ^ _ _ � _ _ _ ' ' _ _ ' � , i 880 — •.9� � — `� � — � `� I I � �� � � • � i i ii �� ��� ♦ � 8�/ � � � � , - - - __ _ _ _ 870 -Y6R 2- `J5��8� �_----�I '' - - . � 870 � -- ------ - ♦ ��� ���' � I � � - : _ _ _ - �� � _ _ _ : _ — _ ----_ _ _ � �� PR POSED G ADE Pl -_ 3+50. . E D GR DE , , - - - BEG GRA E _ � - E� - s.oa . - � 860 - � � _ - 6- ST .43f 1.40 860 � - E . - 85 .25 . - ----_ _ -- - ---._ . 876e2 ' � `' - � .�, -� � _ _ _ : EL. � ` _ _ vc oa . � �`` � _ J - � os = o MPH _ _ � i �� . � � _ -- i _ _ _ 850 — �--_ _ _ -- 850 -------- --- -- -- _ _ � � � -- -- �- � � � : -Y6- TA.32 37.27 � - � - ---- ---- . ---- __ --- -- — _ � - -- � _ _ �_ ��8/ -- ---- - 1+J0.8831% +11.3836/. - - - - �� " L.= 76.64' ' - -- • --- ----- -- --- --- _ _ � . _ __ -- 840 : - . ____ _-� �� - _ _ _ _ — - - - - — - �- I - --- 840 - - - � - 6 - S ,Ae 3/ f2 e66 - _: - : - _. - � �+�i { . : _ --- eEc�N s Ec�,�c �Q ER,� �v� �rcH �r _ _ E . = 87 .65' � _ _ , _ _ - _ sr�.43+ o.00, E� = 8.0�� -� , , I� _'— ' _ __ 8 3 O END SPE lA� LATE A� 'V Dl H LT 8 3 O - - - _ , � ----- ------ -- - _ , . _ _ _ . � � _ � —�_ _. _ _ � i i i � � — � � � � � � � � 82O SEE SHEET 19 50 FOR Y6- PLAN HZO 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 � � � a r � a � � o a o� c� m z � w ;; � m --' a � w Z � W H � � t a 0 � � � � � , � 0 0 U � � Q � � 0 0 U Z w > H � � � 0 N � � N \ O � w � Q 0 Q N � � � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 113 � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 9�O � � �ipl�e ENGINEER ENGINEER � �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 930 � BEGI GRAD __ � _ _ _ _ � � i � �I ZO � �� � —Y6/-f A— ST . �OfOO OO � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � DOCUMENT NOT CONSIDERED FINAL EL. �.�— 92.2U� � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � UNLESS ALL SIGNATURES COMPLETED _ . i — . i i ii � � � � � � � � � - - -- — __ ___ . --- -- --- --- ��� � --� I� � -- i,� . . Pl = l+70.00 I Pl = 2+10.00 � �—' 910 910 � �� �� �� �� � � �� �� �� �� �� �� � � �� �� ��� ���� �� � �� �� ����� � , � - I EL = �� 89/.67' -- s — _ _ � --- ----- � _ _ , K = / ' _ ' � K �/9 � ��� � ��� ��� - � � - ��` V C- 0� VC = � l80' �� EXl T lNG GRO ND , � 900 os = o PH _ � 900 _ i ��, , � ���� � _ � ii�i _ � __ _ _ ___ _- --- - - _ __ _ �. f +1 J443 f -1 /'/. � i � _ 890 � _ . . _ _-- -------- - � _ -� � � _ � � �� PROPOS GRADE I � 880 - - , 880 870 870 860 � 860 , � � — ------ --- -- ----- --- -- ----- --- -- ------ - i I_ _ � 'I � -- -� � - I-I, I' --- --- �_ - � HJ� O SEE SHEET 19 & 2 FOR -Y6 PA- PLAN 8 Jc O 10+00 11+00 12+00 13+00 14+00 15+00 16+00 N Z I I Q I i N � W I I I I I I I I' I I I I � 940 � '- 940 � __ _ . � � �� _ _. -_� _ _ _ �_ _ -_� _� ` E D RADE Pl � 24+20.0 : _ , 9 3 O . EL = 9/3.77' . — — _-�� ��-� ���- , 93 0 � . � � ��� � � � � � � � K s� � � �; � � EL. = 9/5.36 � , � : vc = 3oa _' �___ _ ____�- ; , 920 - - ' 920 . + '/. l +J0.55 '/. - - � � j, � � Pl = 19+43.00 9. l+� .6886/. l�.6886 _--o � � � � , - - �+��5 — ' ' ' 910 � __ - — . E� = 89 .��� � — — � � � � I � 910 --- � ----�� ------- - � —. � . _ _ _ � ,� _ - -- -- - � � _ : K = /50 - `' � � � _ P POSED RADE �- - -_____ , � ♦ _ � � _ , �— _ �� � � __-- ----- _ � �� - 5 � � � ` � �� _ ♦ i � � � � DS = 6 �PH � � - - _- - -: - 900 � '' � . �' � 900 � ♦ � ��� ���' . ♦` , � ♦ . , --- _ __ __ __ 5� � I � -- _ _— _ -- -------- � (+IO l38'/. (+�� � _ _ - : - : : - � � � 890 `� ' - � - - 890 ------ ------ ------ ------ — , � _- -- - _ _ _ _ : _ � _ _ - - - _ � � � . � ' . � � I � ' � � ` , E D 4' LATE AL BASE � DITCH R ' � : � ' - - . - ! _ . -� - - - 880 . + _ � ` EXIST G GROUN - 880 � ` � �� : : : : _ - � 1 i / BEG N 2' LATE AL BASE DITCH R �� : - _: - - _ _ _ . _ _ __ - . _ _ _ _ _ — — '� �_ � � � � � � ��� � STA.22+25.00, L=864.5 � ' _ '� . N `� � _ . . 8 70 . _ . -_ - _ _ . �N'. � � .-- ----- ' _ � _ _ - - -'. -- :-- - - - - - -- 8 70 ��E� �'� o , � _ - - . = / STA. l +50.00, EL=883.49' ° � __ . - --- _ __ _ _ __ _ - �- - _ _ -J347j�. � �� ---_ __ _�_�_� _ �� � _��_�_ - - - - �- � � � O O � � --- - - � _ _ �� __�� _____ / +)5. . : __ __ ,-- - -- _ _ _ _ _ _ _�� � �� ��� � 860 � •� - - : 860 STA. 0+00.00 L=8 7.38' II � , _. - - _ __ _ _ . _ I _ , �_ � � ' EN 2' LAT E AL BASE lT CH RT _ � � _ _ _ - � _ _ _ � BJ�� ST 26+00.00 EL=886.8 S E SHEET 1 FOR -Y6 PA- PLAN B�J� 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 � � � a r � a � � oQ 0 U � Z � w :: � m -� a � w z � w� � � t a 0 � � � � � , � 0 0 U i � � Q � � 0 0 U Z w > H � � � 0 N � � N \ O .-� w � Q 0 Q N � L � .� �i / � � W O W J J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 114 � � � � � � � � i � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 9Z O � � �ipl�e ENGINEER ENGINEER STV Engineers Inc. F L AT I R O N � 1 S�� ��� 900 West Trade St.,�Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 910 � _ _ _ B Gl GRAD -- ------ ------ ------ ------- ------- ------ —Y6R B — ST e l0 +0 .00 � __ _ _ _ � i ELe = 76.57' �IOO — � DOCUMENT NOT CONSIDERED FINAL -- --- � �_. _ � / � - � UNLESS ALL SIGNATURES COMPLETED � � i � i _ . — i . ` � ��-- �i� �� -- — -- I i —_ _.._^ --- --- --- O _. I `\ � ! �� I � I I � I I�— —� I�i 890 . � _ ���30. � : 890 � -- _ i ` . � � = 779 � �� ��� � � Pl = 8+58.00 _ /50' - � � , � 880 S� 0 H �� EL = 860.94' 880 -- - ` ---�-_ -- -- - � � � ��;; _, VC = 932' � i � -J/.65 '/. � -1/.8503% — _ � � - � _ - � '— � ` - ROPOSE GRADE DS = 60 �PH � � � � _ __ _. 870 � _ � � �__�� .. _ _ . _ --- ___-.---- -_ _ ---- - _-.---- -----_ _- -------- . - --- -------- - _ � � ,' , . � � � � � +� g9�% 860 : �� . ' i� � ' � I 860 �_ .___� �-���- �_��_--- ---- . �� __ � � � � � . ` lu _ � ii i i � ii iii i i i i �� `� � � I / i i i i i i i i', , i i i i i i� � i�� i ii EX STING GR UND � i— —'' `� _ � � � � 850 850 _ ' --- ----�, --- -------f --- �_ _ , , __: — � � . : � � � 840 - ---- � 840 � � � — ------ --- -- ----- --- -- ----- --- -- ------ I' '-- - - _' �_ _ I _- �_ - � S E SHEET 1 FOR -Y6 PB- PLAN 830 830 N O I ' � N � I_ I 1 i �� i � I � 1 � I�' �I I I �� � I � � � 950 �� � �� �� � ��� 950 � , �� �� � �� -_ -_�_ _ _ __ _ _� . � 940 = 940 � � � � � � � � �� � � , , � : � �-------� -�- - --� — -- - EDGADE 9 3 0 — —— P� = 9+�0.00 —Y6RP — ST . 3� +9 .l0 - 9 3 0 _ _— ____. .--- --- ------ _ , , EL = 9/3.53' - _ — lJ�e37� BEGIN ER�I '�/' ITCH LT EL. — : � � � K= 5 � � � � � � ; '� �� - ' ST A. 24 00.00. EL 908.98' ►/C = 340' 920 _ __'_ ' 920 i R �� �►— �` _ : ST �1. 25 +25.0 . EL =899.8 ' � � � � � l +J0-067 � _ � �—�'�'� 1+11.0 28% , — _ ' _ _ - - , - - � /. � _ _ _ _ _ _ 8/. + 2 '� � g90 l 11 ♦ 910 : I �� � - : �� � _ _ � �� � : � 910 . . !� �� PROP SED GR E � � � � � � � . , i �.,,� ,/ .��`'� , � _ . � , _-- _ __ __ _ _— ---- _ _- .-------- - _ — __ __ _ _ ��.�t _, _._ . � �� •' �� 8 - � ! . — � . _ _ � _ _ _ � `•O/ __ i i 900 . I ��I/6 ,333,�� •�� �� . �I� � � � ' �� - �,. . 900 e���_ . �' _ � � � _ : : : : ����� - -_ `♦ � �� . � - _ _ _ _ : : _ _ '� � I `` , - J - - -: - - - - - - _ _ i , I i _ _ i _. I _ -� - _ _ �_.� — - _ , � � `` II �� � _' EXISTI G GROUN : -- — 890 890 : : _ ------- ------ — � �� _." � � � � . �� __ - -- -- -- - - - -- �� � END ER�I '�/' � TCH LT � I `` � ,� - : - _ _ . _: - - _ - _ _ �i ;-- STA.2 +50.00,E =899.93' _ _ � i , � , - , � : ' 880 � ---- — �� ------- _ -- - - ---- --- - - - _ -.. -- -- 880 � - - : -- -: - _ _ ---- ___ _: : - ---- : -�_�-�_- __��_�__��_�_ - � � � � _ — _ _ —_ __ _ -: --. _ _ . : _. - _ -- _ _ . _ _. _ i i i i i - i _ . . 870 ___�� �99 �• - - - - : 870 _ . _ _ i . _ _ _. _ _. — — —�_ . i i _ _ _ — _ _ _ H6O S�E SHEET 1� FOR -Y6�PB- PLAN ' H6O � � � a r � a � Q 0 � m U � Z � W ;; J m '-' a � w z � W H �� � a 0 � � � � � , � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N \ � N \ 0 � w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 115 � � � � � � � � i i � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - i i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS 92 O � �ip1�Q ENGINEER ENGINEER �� �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 910 � _ _ _ _ _ _ ;� _T __ _ _ _ _ � �. �IOO ' DOCUMENT NOT CONSIDERED FINAL _._ � UNLESS ALL SIGNATURES COMPLETED - - . ; _ � � � —Y6R C — ST . l0 +00 00 - -- - -- __ _ i . _ , __ _ __ ___ --- -- --- -- 890 . L. - . � � �-- '� 890 � l= l2+ .00 '� ' �� ��� - - Pl = 10+50.00 � _ , 880 EL 866�69' ' ' �_ �, , � __ _ 880 K = ii , --- -� �C l00' � C= l80' I ��-- �__--� � , � � �� � � � i � __ S� 80 PH , �� - � DS 80 �IPH i � �' �� ; - ♦ �_ 870 I , -' ' III III 870 _ -- � ---- -------- -------- ----�---- � ------- --__---- � � .-.---- --__-�----- � - - � ; � � �-� � -1 � - _ -5��0%.� `f -J0.32 5% f -J0.3 05% +J0.30/0'% � f - , � � , I i 860 : _______ �� � , � _ _ _ . _ _ _ � � - -�- --_- �.=`' � _ 860 ` � _--- : �` � - . - ___ � i � _ __ ____ _ � ` -- -- - ' ' . � � � - : � _ ,�� EXISTI GROUND _ � � - 850 850 . -� �� � -, i � � �� � I i _�_.� � , � � � � � � � .. _/ � � � 840 840 ��� � — ------ --- -- ----- --- -- ----- --- -- ------ I, ;_ : - - I-'� I' --- --- �_ - � H3O SEE SH ET 18 & 1 FOR -Y6 PC- PLAN $3O 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 N , 0 42" RC -lll Sto. 2+l5 � � N � W DRAINAGE AREA = 0.02 SQ�I � � � � � , , � � 92 0 DESIGN FREQUENCY = 50 YRS '- 92 0 DESIGN DISCHARGE = 3/.7 CFS � � - DESIGN Hy� ELEVATION = 853.74 FT - l00 YEAR DISCHARGE = 33.7 CFS � � � � � � � � � �-_�._ _� ��_ -- - . -- 910 /00 YEAR Hy� ELEVATION = 853.83 FT - 910 - OVERTOPPING FREQUENCY = �500 YRS , OVERTOPPING DISCHARGE = 237.24 CFS . � � � � � � 0�/ERT OPPING ELEV AT lON = 875.48 FT � , , I � I �:_- _ 900 . - - - - - — � 900 ------- ------- -------- -------- --- -- _ ____ _ _ _ _ P� = 24+25. o Y6RPC — ST A. 25 f87. 3 - ;, � � �� , , , , � � � � � � E= s�8.� L. = 8 8.06' � � � 890 __ _ _ : __ K = � _ _ _ . _ _ ' � � � 890 V = 3oa - -- . D= 50 �l H � �' �, � ' � . . � '� -► — — � PROPO ED GRAD � !I _ �_ �_ _ _ _ � � 880 �--�� .. �� � � � . _--_ � � . �: 880 '' �' ` I �'+'�`i � I ' � I _ I ` _ - � . - _ _ . � __ � � � ` �. --- _ -._ . _ _ __ _ —. : --- -. -. _ -- ---- ---- — �i / 253% _ i^--- - - _ ,i - - � . . . . _ '� I I I _ � _ , _ I I � I i i 870 ----- �� � � , I� �_ 870 -- �--_--- ------- -------- --- � • )3•� �� _: - � ' I _ _ •:�� � . - _ _ _ _ _ _ �_ � f+10.30/ % � ` ��.- 1 - J -_ -. -: - - - �_� 3 � � � � � _ ' � i ( +)5b' _ , ' _ _- -_ _ _ ; , � i _ _ _ _ i � _� _ _ _ - _ . -� - -- - - 860 P� - 20+�8.o i � ; - : 860 EL 868.33' i _ � � - : - : -_ - - K - /44 - _ � ` _ _ . _: - _ _ - _ . ♦ � . I� � � VC 394' � � BEGIN SPECIAL ATERAL ASE DITC LT � , -, � . . i _ __ _ .— 850 . _ __-- .- -- �' STA.24+ 0.00,EL= 69.99' _ __ - -. _- --- - --- :_ _ -_- __ __ 850 : : : : : : : : : - -i :- - _ - _ . END SPECIAL LATERAL BASE DlT H LT ---_ ___ _ -�_�_� -__L�_�__��_�_ i � i i i _— - . -_ _ — - -: -. . - _ _ . -. - - 840 sra 3+40.00,E =8s3.sa : � � � � � � � ��' 840 - - - _ _ _ . _ _ i . _ _ _. _ _. _ . — — —�_ . i i i � I � � I � � � � � � � � _ _ _ — _ _ _ I 83O S E SHEET 1 FOR -Y6 PC- PLAN ' S3O 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 � � � a r � a � Q 0 o� U � Z � w :: � m � a � w z � w� �� t a 0 � � � � � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N \ V N \ O .-� w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 116 � � � � � � � � � i i � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - IC@IISe U171 er + RO DWAY DES GN HYDRAULIC N.C.B.E.L.S. L' N b: F-0116 r A i s 93O � � � �ip1�Q ENGINEER ENGINEER �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 , 92 0 �� � � � � - — -- - — - - � _ - -y - . / + � � — 88.22' __ _ _ _ _ � � � i � ELe — �I� O DOCUMENT NOT CONSIDERED FINAL -- UNLESS ALL SIGNATURES COMPLETED _ - _ P = 11f27„0 _ _ __ � -- - -- __ _l i � � -_ _ __ ___ -- -- --- -- . i. E= 888.0 ' _ ��� ---- �___ ` �� I I I � I I ��--�� I 900 = � � 900 V= 234' � � `� � �� �� ��� D = 65 H � i - � � 890 �� � �` 890 - - - • � 1/.1369% � � � � �� ; ; _ � � -J/✓ 69% � -12.059 � � � � i � �` l� ,�/ ` __ '�.�` � � ; i _'. ! _ 88� ` � 88� � / / _ l3f .�� , � �.� ' \ � � ♦ r L= 885. , � � . � � = 3/6 ROPOSE GRADE � 8 7 0 � XISTING ROUND _ 8 7 0 � � _� : _ _:_ - -_ - _ - S - 75 PH _ -_ __ _ _ _ � � i i i i i i � � i i i i i i � i i - '� � � i� �i �� �i� 860 860 850 � 850 i I lii � i i I II i - — ------ --- -- ----- --- -- ----- --- -- ------ -- - - -. - - . - - I , -- -- - _ - - --- --- — -- 840 SEE SHE T 19 & 2 FOR —Y6 PD— PLAN 840 10+00 11+00 12+00 13+00 14+00 15+00 16+00 N Z ' i I Q N W I I i i i I i � I I I I I � 910 '- 910 -: -_�_ _ ��_ _ -_ _� - ' � 900 = 900 __ . - D GR DE � �� � ���� � �� � t ___ � � � � � .. � P� = 8 so.00 � — � — 6RPD STA. 3+3/.4 � � � �� �� , , � � � _ : EL = 875.36' : r � � � ��._ � -. . - $7 .7�� . 890 . ; - ; • _ _ _ 890 — - - ---� _ . , . . _ --- _ _ VC = 388' �� L - _ - �`` � � � PROP SED �RA E DS 60 �PH �� � � ♦ � _ L _ � � � � 880 � � � � � ♦ _ _ _ _ _ . 880 -- -- -------- -___--- --- _-�- -_ _ ___-�--�- � � • - ° ` _ . , l �0.6 00% � JO 2/7/. , , � ♦ �� ---Q ` - -" . �_' � J2.0596/. � �- 0.2327'/. _ _ � " " l +�0 300% l � : : __ _ _ / � � � i � Pl = 2/+60.0 � � � 870 870 � � ' / � EL = 877.25 � � � : � � i -: . � - _ _ ♦ . - _ II K ---- _ _ - = ------=- ----- _ __ __ __ _— � -- -_ _ _ �1 _ . / � , , , �� = 2l2' - - . _ . _ _ , � � 860 . � ' � � _ _ . 860 ------ ♦ l +14 00'. � . . : : - __ ♦ / � � _ _ _ _ � _._ . _ : _- _ _ _ _ _ : - _ _ � �` i , - - - ♦ �"� ! ' - - : . ' - ! I - _ - — -I - --- - — - - _ _ _ - - - -� - -- - 850 — � — � - : 850 L - . _ _ _ _ _ . _— _ _ _ , _ _ I I �_ I , �_ I _ I . 840 . _ . __-- .- -: . -- .__ . . _ _ . --. ---� _ � _ . - - - -�. -- . --- - - - . _ - -. -- -- . 840 s , - - __ - . STA. l +65.00,E =854J3' _ __ END 2' LATER BASE ITCH LT ---. . -_ _. - --- -�-�.-�_- _._��. �.__��. �_ � � _— . _ __ _ _ -: -. . _ _ _ . _. - - 830 sr�. 9+00.00. �=85�.oa : � � � � � � 830 _ _ _ _ . _ _ i . _ _ _. _ _. _ . — — —�_ . i i i � I � � I � � � � � � � � _ _ _ — _ _ _ I 82 O S E SHEET 1 FOR —Y61�PD— PLAN ' SZ O 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 � � � a r � a � Q 0 o � U � Z � W ;; J m '-' a � w Z � W H �� � a 0 � � � � � � � U � � Q � � 0 0 U Z � w > H � � � 0 N � � N \ O � w � Q 0 Q � � � � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 117 � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - N.C.B.E.L.S. License Number: F-0116 r + ROADWAY DESIGN HYDRAULICS 95O � � � �ip1�Q ENGINEER ENGINEER ----- --- , �r�,� T STV Engineers, Inc. F L AT I R O N I 1`/ 100 900 West Trade St., Suite 715 E'C!'/l/Ji Charlotte, NC 28202 _: . . -- , , i � NC License Number F-0991 __ � � � � � � � BEGI GRAD �� � � � � � 940 �� �� �� ---� --- -- ----- ------- ------- ------ ------ -------- _�� �= -� . � . - -- -- - - _ --- ---____ _ _ --- — -- - — - - � _ - 15.66' I _ �- i — ,� 1 Pl = ll 50.79 = f I', ; ! �� � Pl - l+00.00 Pl l 0%59 93O _ __� , _ � RA_ �. e__ ._ _ _ ._ _.__ DOCUMENT NOT CONSIDERED FINAL --�� _- •�r . • _ ' �-Y6R Bl- S A. I3f I.59 I i UNLESS ALL SIGNATURES COMPLETED 9/5.66' - - - --_ _ � � - _ _ , ; i-i K=28 _� K-28 � �� _�. vc � 4� �c = � 2� EL. - , - -- -- . BEGI GRAD . -I-� i i � l i � 1�--� l i 92 0 - -- _ �--�1PH - --�5 - o MPH ps = 5 �1PH — - � -- 92 0 � i �, r�o.�ss2i r-�o.�s i EL. = 76.64' � � � � � r +�0.36 2� r - .3662i ;-__ � - �� �, � —Y6RA 2— S A. ll +34 4/ � 910 — � -- _�'-�_-- �r4 � �6-- 910 ----- ---- -- �=— �� � EXISTING GROUND � EL. = 79vO1� ` � �� � : - � � �� __` - - -- - � - r 900 ���-- - � � � P - oo '�, -- � _ ��+50 0 __ -------- -------- 900 _ L = 879.9 ' _ � � EL = 875.54' ' --- . ... � — PROP SED GR E __ K= 6 � = 20 Pl = 3+0%59 E D R DE � � _ -- -- • ' � � � � � �� _��5 EL = 875.54� -Y6R B2 - T A. l3 f 1.59 � 890 Vc = �52� ' 890 `' — — os , � - _- �-- - -� �--- -�t: _ �-�:6�' - ; e . 25 PH i I �_ _ __��_-- ----�_- —Y�— ST 24+4/. 9 i . vc =,�5� _:_ ._,__I ; �, � �� ��� ;�� ��� — / � �, i — i ' iii �'i'i 'i'ii'i ii iii iii� �i� iii � EL. 9 5. 6 f . - -. _ _ _ , os - 25 �1PH � 880 � - — 880 __ � �� -- -L-� r ---- --- _ .--- --- � • � . � � +�2.89, 9� r-� � �� � � � , �, ' � , � '� 870 �: ' � , �� 870 EXISTI G - _ � : � GRADE GROU,D � � _ t i - I ,I i I - — ------ --- -- ----- --- -- ----- -- =- - i � -- -- - --_ - - --- --- H6O SE SHEET 19 FOR -Y6 Bl- PLAN SE SHEET 19 FOR -Y6 B2- PLAN 86O 10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00 N Z Q N W I I i i i I i I I' I I I I � 1040 � � '- 1040 � ��_ . ' � � 1030 1030 �� � ���� � � � � �� � � � � ���� � ��� � � � � , � � - � : : � : , , , -- ---__ __ 102 0 � � _ . � 102 0 -Y7 ST A. l+60.2/ �. E� _ �,0 2.0�� i - � � � � � � � EL. ` , E BRID E :: � - � 987.3 _Y _ � K =_ � l ol 0 � ST A 2/ +20. l �c 33 � I I l ol o � _ -__ _ _ •— • - DS=50 P - - BEGI GRA E _ sr�. 3+00.00. L=996.98� _ ' . /, �-10.929/ . I _ -Y7 ST A. l+60.0 - -, � . � l OOO = . � �� I�!, PROPOSE GRADE I, �+)3• 672 1000 G���� �� - -------- � � � � � � '�' ��.J 0 I � e � � _ � �/ ' - - — _ _ � � _ _ � _ - _ - _ __ _ _ _ ,►� -- - - - -- - � ' � � _ — — — 6 " +J0.3 00° f +10.3 0' � � - . - ( _-- g� �• � _ � 9 9 0 _ _ _ - - - , � � + �6 eE�iN � TERA� �V oiT�H �T ; 9 9 0 _- _--- I , __ , _ _ _ — — , ST 2 + 0.00, EL = 98.5/' : � _ _ — _— _ � _ - - - � � , , , _ _ — — — — GlN LAT RAL 'V' Dl CH RT ' , � _ _ _ � i � _ - -r - - : (+)3.06 � ! S A.23+32 0, EL=99 5' I i 980 ' _ • , 980 e�� ,: � , . . . � .� - -- — — — — — — — — -' ° - � � ST A. 23 OOAO, EL = 96.25' i -- , � -- , i � . . � _ �- �,' : � ; � Pl l7 OOAO — � _ _ ! EXISTING GROUND � ! _ ' E D LATER '►/' DITC RT E D GR DE � _ __ _ EL = 2.44' ____ _ -- -- 970 9 70 — S A.22 80. 0, EL=996 9' . � � + =o ��_ — � — __ : -��� . : : : : : : : : : : : : : : : � - '- - - I / — /� L — EGIN LAT RAL 'V' Dl CH RT , _ _ �c = 80� _ I I : E . = 99 .26 .- - " _ - __ - . . . _ - .. ! ! i � -LI. I._ . . . . . � . �. I.- TA.22+33 O,EL-99 .38 _ . _ _ _ �_ �� � DS = 5�IPH ' � � � � � — _ __ _ — _ _ _ 9 6 0 ! END L�4T ERAL 'V DlT CH R � E yD�� A ERAL � � �� 9 6 0 - � � ST A.2/+68.00. EL 99/.36' STA.22 .00, _ - _ _ _ � -_ - _ . � �_ � EL=995. ' � _ � _ - - - �- 9cJO SEE HEET 25 52 FOR Y7- PLAN ' �IJ�O 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 � � � a r � a � � o a o� U � Z � W ;; J m '-' a � w z � W H � � � a 0 � � � � � � 0 0 U i � � Q � � 0 0 U Z � w > H � � � 0 N \ � N \ 0 � w � Q 0 Q � � � � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. " HDR Engineering, Inc. of the Carolinas U-2579D E& F 118 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � O5O � I � �ipl�e ENGINEER ENGINEER , �� �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 1040 � _ _ _ � �� �� B Gl G ADE � -T — — T � �4+ � - - - � 8 S . 2 .5 � O3O _� DOCUMENT NOT CONSIDERED FINAL . _ .�� UNLESS ALL SIGNATURES COMPLETED _ . i — . i _ . _ . -- — -- -- _� _ — -- — __ ___ . --- -- --- -- . . . ! � �2 � II I -- �, � - , 102 0 EL 1.00/.28' �� ��� K=84 � 1010 C 267' I 1010 �_ -------- -------- - ------- -------- i:� i DS 50 PH EXIST ll�lG GROUND ���� �i --�— ' Pl = l +06.00 � � -- __ _ _ � - _ � � -- - - � ___ ____ ___- ---- _ �-J�,5645y � EL = 985.09' I � � - 1000 _-- — —___ -,�r . � , 1000 ------- ------- ------ --- � _ - --- --- ------- . --- -- ---- -- _ � — _ . �- _ � _--- — �— _ _--- _ , _- �� , _- �C = 4/7' � -_ _ �'� ' ' --- ----- ---- � �'� � � ' � - DS = 50 MPH � � - � � � � � �� � - - � - - - ' - ____ _ _ � �_ � - 9 9 0 --- --- ; _ _ - _ _ — — — � - -��� �€�- ---- ' 9 9 0 _ - ----� �-- -------- ----- _ ------- -------- ---- - � I 0� �_= �— -__ _ --- --', , J_'_ �_— _�� _ . BEGIN SPEC/AL LA�ERAL 'V' bITCH LT � -�._ �� E . STA. l5 + 0.00, EL= 6.69' � f-J0.3 /8'/. � : � � 980 f-�4 339% ' 980 � -- -------- --__ .---- --- - --- -- - �_ _� ND SP 1 CIAL LAT RAL 'V' Dl CH LT � � ', , , , , 970 : sr�.�8� o.00,E�= .9� = - 970 . _ ; — ------ --- -- ----- --- -- i � , , ----- --- -- ------ =--- - ' -- -- -- ---- -- - ----- SEE HEET 28 53 FOR Y8- PLAN 960 960 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 N o RCP-lll Sto. 29+6 W . �, � � ; oR,vNAcE ,aREA = ao4 soMi , i , , ; _ D G ADE _ � 1030 DESIGN FREQUENCY = 50 YRS '; � = Y$- S/�e 36 90e72 = �'- 1030 ___ � DESIGN DISCHARGE = 60.3 CFS . L. = � l0 9.5 ' � � _ DESIGN hry� ELEVATION = 97/.80 FT � - — - _ � _.� �-_ � � � � � i00 yEAR DiSCHARGE = 63.9 CFS ' ' 102 0 /00 YEAR Hy� ELEVATION = 97/.96 FT Pl = 35 +28.0 - 102 0 OVERTOPPING FREQUENCY = �500 YRS - _ : i i i i i i i OVERTOPPII�IG DISCHARGE _ 194.73 CFS � � � ; i K= 84 � � � '' OVERTOPPING ELEVATION = 982.94 FT , _� I,� � � , C 3/6' �' , . V __ _ ._ 1010 DS = 50 �1P --- — — � 1010 ---- _ -- _ _ --- _ _ _ __ __ _ _ . . . � �I�9520�• _ � �� __ � � �/ � O � _ �� � � � � � � � � �+�57 � � � , , , �_ , � � � � 1000 •� _- __ _ _ __ _ _ _ _ .� � ', ' 1000 ------- �------- � __ _- � 1 --- _ E = 980.5/ -- _ �- - ♦ _ � _ ii � _ � � - - _ E lST lNG G OUND - K - 97 - - � _� _ � _, i 990 ���� - V = 59a � �,---' -- . �: 990 � I � � ' � � � � �� I 1_ ,�� � � � � _ I � .� � _ -_ ,-I-_I- -I ' -- � � 1�2 % BEGIN L TERAL 'V DITCH R ♦� � ���• _ _ _ 980 �� % �� -'�.��6• STA.33 50.00,EL= 92.6T � � � 980 7�64 � ,._ ------ ------ ----- -oe�.�-- - — _ • � .� - • ��.��� � � � . � : , ��JS � ,- I _ _ _ - _ : _ _ � � _ _ _ � , . , . - - -: -� .�, 8� - - - - - _ P OPOSED RADE � _ , � - � . ' � ; � I f fll 00"/. '� +)6����%�� � _ _ ' � -� - - - . � _ _ — _I _ _ - -I - - -- - 970 � - _� � _ _��� � .� .-�'� '��.� '� - : 970 ` � � � � � �� � _ . BEGIN ST,41�1DAR BASE D TCH LT � -- : . _ _ __ . - . . _ - _ _ _ _ _ STA. l+l5.00 E =976.82' _ _ _ _ _ _ , _ _ '� � _ STA.2 +00.00. E =977.98' � . : I - , , _ , . . . 960 :_ __-- .- -: -- END ST,41�1DAR BASE D TCH LT _ . . _______ _ __ _ _ ____ ___ - - _ _ -__ -- -- 960 : : : : : : : : : : : : : STA. 9+00.00, L=972.00' _ i i � - ST 30 0.00 EL= 69.0 ' / :- - - - -- _ - - : � � � . : : -�_�-�_- __��_�__��_�_ i � i i i --- - -_ .. -_ _ — - _ , _ i i i i i i _ I __ _ I I I I� I 1 I__� I I�_.- 950 _ � � �� � � _ . : 950 - END LA ERAL 1/' ITCH RT -: : _ - _ . i i i _ _ _ i �_ STA.29+ 0.00, EL= 68.25' � . - - � _ _ _ _ _ _ _ � 94� SEE HEET 28 ` 29 FOR Y8- PLAN �I4O 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 � t � �. L � �. i � g O Q 0 U � Z � W ;; J m '—' a � w z � w i--i � � t a 0 � � � C N � O O U i � � Q i H O � U Z � W > H � � � 0 N \ V N \ O .-� w � Q 0 Q N � L � .� �i / � � W O W J J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 119 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - IC@IISe U171 er + RO DWAY DES GN HYDRAULIC N.C.B.E.L.S. L' N b: F-0116 r A i s � O5O �I � �ipl�e ENGINEER ENGINEER i �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 1040 � - SA- S A. llf7 .59 �_ - — - - -- --- � � E . _ l00 .65' � � � � O3O � -- -- — �� _---- ------ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � — DOCUMENT NOT CONSIDERED FINAL � � � � � B GII�I I. �� O�ER AY � � � �� � � � � � � � � � � � � � � � � � � � � � � UNLESS ALL SIGNATURES COMPLETED _ _ _ Pl = l2 47.00 - -- - -- � _. - 8A - T A. l7 + �� 7.76 __ _ __ __, -- -- --- -- � � - 07.87' � ��� I I I � I I ��--� � i � � EL - l, Pl = f07.00 102 0 � � � � � -- - -,�- _ _ .. E . _ l0 2.22' � � 102 0 VC =/ E lSTIN GR UND EL = 1, 0 0 3. 5 5' � K= 9 i i I �� ��� - DS = �IPH �������� ' - � vc=�4a .5"OVELAY '''' l010 = lolo ---- --- -- -- --- - l +1 .3/20% �-�0.93 ' - �— �� — ��� ��� _�— � � � i i i i i ___ ---- - --- - --- -- � _-�'� „g39/'/. �_1�.8 , -__ _-- - ///. _ '. , 1000 i `' 1000 �� � ; _ � _�_ �_ � � � ----.____ PROP� ED GR E __ � . .-- --- � � � � - - � __ _ __ � 990 : - � � ' � ' � ' . '� 990 -- - ------- --- --- . : � - r. � � � � � � - 8A- TA. 25 f95.56 : , 980 - = 980 970 970 — ------ --- -- ----- --- -- ----- --- -- ------ I� i-- — — - i �— — � I II � -- —i I — I—I� I� --- 960 SEE S EET 28 & 55 FOR — 8A— PLAN 960 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 N Q N W I I I I I I I I' I I I I � I I I I I I I I I I I � � � � � � � � i � � � : : ; : � � � � i I I I I I I I i I I I i � i i , i , � � � . -- __ . -- — _ _ _ _ _ . _ — —. _ — — — — — _'_'_ . . — _I . I_' —. . . _ . _ _I . __ ��� ���' _ _ . _ . -___ . _ . _ : : - : - -: _- _ _ . _ _ . — _ _ _ _ _ _ _ _, , _ _ _ . . __- . _ - . . _ _ - - - - - i i _ _ _ _ � _ , _ � _ _ _ � _ _ _ -. - __ _ _ . _ -. . -__ I _ _ _ _ _ . - _ _ _ _. -� - -- - - _ — . _ _ _ _ _ _ . _ _ _ _ , _ _ I I �_ I I . I _ I . _ _ . . _ . .— — _ — _— _ _ — _ -- —. — ---_ --_ _. — --- —�—�._�_— __L�—�__��. �_ i � i i i i --- - -_ .. -_ _ — - _ —_ _ -_ _ -: --. _ _ . : -. - _ -- _ _ . _ -. - i i i i i - i _ . . - - - - . . _ _ _. - - _ __ _ _ . _ _ _ i . _ i i i _ , _ I _. _ I _. _ � � � a r � a � � oQ � m U � W � J m � a � w Z � w� �� t a 0 � � � � � , � 0 0 U � � Q � � 0 0 U Z � w > H � � � 0 N � � N \ O .-� w � Q 0 Q N � � � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. " HDR Engineering, Inc. of the Carolinas U-2579D E& F 120 � � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 _ _ _ _ icense um er - + Ro GN - i N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � O7O � � �lpl�e ENGINEER ENGINEER , N �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 1060 � — _ _ _ - _ - _ - -- - - -- -- -- -- —L : - -- - - ; � - --- -- _ ---- --- _T __ _ _ _ _ � / � OJ�O PR POSE BR�D E DOCUMENT NOT CONSIDERED FINAL _-�__-- -------- _ - — UNLESS ALL SIGNATURES COMPLETED _ . i i _ : _: . - -- — -- — -- __. . _� i ! - - - -- — __ ___ . --- -- --- -- . . . 1040 �� � -- � � 1040 I I EGl lP PR JECT —257 C(BY T HER l 1030 -- Y9 — ST A. l+3 .2 -� - -�#� _ _- - --_--- -Pl __ 24 /5.00 _-- 1030 _ _� -� E_ l,0/2.l EL = l 09.00' � - ! � � - - -- - ' ' � K = 8� - - l5' 6" tiilNo - K � : _ � � �= 2so� CL ARAIV C vc 2 0� 102 0 102 0 = ��- _ �4. ---- ------- -------- ----- - _ � -- D = 50 H _ -- -----_ _- -------- _� � E_ 1,000 ' i � { l.5 OVER AY K - � --- , ' � 10.6327/. ' ' ' - ---- ---- 1010 : V = 200' � � +�2,350 / =�_ _ _ _ _ __ __ l ��' 1010 - —� — — -------- ---��--- --__��.+ _�. __--- -------- -------- --�-- � � _ -- _ ____ ---- — �=- ==== _ -- —�— _ __— _ _ � -� � ���� ___— ---- --- . � — __ _ _. �. � � � — — — — — — _' _ - - - - -- - - - -_ __ _ _ - --- ____ _ _ _ . � -------- ���•�� ��,�-�.���'�� I , I I I I I I� I I I I I I I � I' I I I -- �� ����. � ° - � ���� �000 _ � _—__ � �000 ------- -- - ._, ��� O % - - - � � +�1.82 . � � i � � . . . . . . . . . . . . . � � �s�f f i�� � � � , . . , . . , � . . ,. EXIST lNG GROUND � �� ! � , '� ------- --- _- - __ _--- ---- -- ------ ----- � , � 990 : . 990 — ------ --- -- ----- --- -- ----- --- -- ------ I� i-- - - - i �- - � I II � -- -i I - I-I� I� --- -- 980 SEE HEET 29 55 FOR Y9- PLAN (�$� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 N Z Q N W I I i i i I i I I' I I I I � 1oI O I — II 1oI 0 � I � � __ � . _ � 1060 - 1060 �� � ���� � � � � �� � � � � ���� � ��� � � � � , � � � : : � : 1050 � 1050 � � � �� � � � � � , � � � � , � , � � � 1040 ElV D T lP P OJEC U-25 9C �BY OT HEf�SJ __ '' _ ' � � , � 1040 _ = __ �. :_ _ � � - T . �/ . EL. l00/.7 ' � �� � � � � T lE T 0 T l PROJ CT U — 579D F , - - - - _�_�_ _ _� -: ' : - -� 1030 � „ ' _ - : : ,��� ��� �: 1030 e � Pl - 24+15.00 , -: _ - EL 1,009A _ . � � � . . __ _ _. - _ _ 102 o K-� : : P� _ �+�o.00 : ;, ; E D GRA � E - . � �' 102 0 --- ------- VC 260' : : : . . _ - . . EL = 998.00' - _ _ _ os = 5o MP - _ . --- _ -= EL = 966 � 0' _ _ . . - _ _ _ , K 03 , , ; , -. . _ _ 1010 /.5" OVERL Y VC = 200' I I I I _ _ _ _. -� - -- - 1010 ---o �. ., _ ., ,. --- -- ---- � . � � 7 _ = �� - . ��� � � . ���_ ' I-I - _ -. - _i _ _ _ - - ►�� P OPOSED RADE ! , � , _ , � : : i 1000 : _ — ._ __----- _ __ - - -. _- --- - --- :_ _ - _- -- -- 1000 __ _ -- --- � J372� j - - - - . • i __ - - - - - --- __ _ __ _ __ __ _ _ _ - -- ---- ---- ---- ----�-- ' � �� � � � � � � � � � � � � � � � � � � � _-�_ _ __ � �_ l-1/.779% -- - I , T �' --- - _ _ _ _�� � �� ��� „� r-�o.�5o i . 990 990 x Ti R - -: - : _ _: : i :: BEGIN S ECIAL LA ERAL 'V' lT CH LT i EN SPEC/AL LAT ERAL V' D/T CH T i : _ � _ _. _ � —�_ — --- --- - —_. _ _ TA. 27+ 0.00. EL= 94J2' - ST 28+23.00� EL=993.7 ' _ _ � 980 SEE HEET 29 56 FOR Y9- PLAN ° (�$� 24+00 25+00 26+00 27+00 28+00 � t � �. L � �. � Q O 0 � U � Z � W ;; J m '-' a � w z � w i--i � � t a 0 � � � C N � O O U i � � Q i H O � U Z � W > H � � � 0 N \ V N \ O .-� w � Q 0 Q N � L � .� �i / � � W O W J J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 121 � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS lO7O I � � �I � �ipl�e ENGINEER ENGINEER � �� ! i �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 ', , , j � NC License Number F-0991 1060 �� � _ _ - _ _ _ - _ , -- -- - -- -- - -- - - � � , /- � _T — P PO BRID E — � R SE � C ! � �OJ�O DOCUMENT NOT CONSIDERED FINAL �� ' ' — UNLESS ALL SIGNATURES COMPLETED i I III _ . i — . i _ . � _. . - -- - II I I I I I _I li � i-- — __ ___ . --- -- --- --- . . � 1040 ; �� �-� I I I I I I I-I--� I! 1040 — � . , . II iil .. .. '�I Yll ST A. l 6/.8 21 � � � �� ��� 1008. 2' EL. _ � : � . 103 0 � � � --� __-�__-- ------- 103 0 ,„ M N -Y i- sT i5 +Ti. 8 � � � � � — _ i — �I /5 6 / o , � CL ARANC -- EL. _ l0/0. 4 �_ � '� - 102 0 ,� , 102 0 _._-- --- ---- -------- ---- I PROPO ED �RAD _ ( +)2bg� • � - .9339'/. ; , � � � � 1010 ---- - - - -- 1010 _- � _ _ _ _ _ __ _ __ _ _ -- _ _ _ . - - - � Pl �- 13+20.0 - __ _ . _ _ . .. . . . .. .. . .. .. .. . . .. . . .. .. . .. .. . . . . . � � � — y � � � _ . � i i �. . � I i � ... �.� I I �., �� � I I �., . ��.. I � i i i . . i i i I ���� �.. i i i I i i . I �� i i ... : _. EL=l,Ol3J8' , � ,� �� �� ��� _ ._ i �II IIII II II IIII II I IIII I III III� Ili — _ .— �_ 1000 G � __ K 74. ' 1000 _ VC = 270' DS , = 45 �lP , , , , , _ 990 : ' . _ � � 990 — ------ --- -- ----- --- -- ----- --- -- ------ I� i-- — — - i �— — � I II � -- —i I — I—I� I� --- --- � - 980 SEE SHEE 29 FOR - 11- PLAN (�$� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 N Q N W I I I I I I I I' I I I I � I I I I I I I I I I I � � � � � � � � i � � � : : ; : � � � � i I I I I I I I i I I I i � i i , i , � � � . -- __ . -- — _ _ _ _ _ . _ — —. _ — — — — — _'_'_ . . — _I . I_' —. . . _ . _ _I . __ ��� ���' _ _ . _ . -___ . _ . _ : : - : - -: _- _ _ . _ _ . — _ _ _ _ _ _ _ _, , _ _ _ . . __- . _ - . . _ _ - - - - - i i _ _ _ _ � _ , _ � _ _ _ � _ _ _ -. - __ _ _ . _ -. . -__ I _ _ _ _ _ . - _ _ _ _. -� - -- - - _ — . _ _ _ _ _ _ . _ _ _ _ , _ _ I I �_ I I . I _ I . _ _ . . _ . .— — _ — _— _ _ — _ -- —. — ---_ --_ _. — --- —�—�._�_— __L�—�__��. �_ i � i i i i --- - -_ .. -_ _ — - _ —_ _ -_ _ -: --. _ _ . : -. - _ -- _ _ . _ -. - i i i i i - i _ . . - - - - . . _ _ _. - - _ __ _ _ . _ _ _ i . _ i i i _ , _ I _. _ I _. _ � t � Q r � a � Q 0 o � U � Z � w :: m � a � w Z � w i--i � � t a 0 � � � c a� � 0 0 U i � � Q i H O � U Z � W > H � � � � N � � N \ O .-� w � a 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. ! , HDR Engineering, Inc. of the Carolinas U-2579D E& F 122 � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - icense um er - + Ro GN - I N.C.B.E.L.S. L' N b: F 0116 r ADWAY DESI HYDRAULICS � ipi�Q ENGINEER ENGINEER � � N� �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 �-10.96 6'/. � � �� cnariotte, Nc 28202 � 2��02� NC License Number F-0991 �-�2 402, i • 20• � -- - - -- -- ------ ------ ------ ------- ------- ------ ------ -------- — _ 1,005. l' _ • � -- -- - -- -- - -- - - _ _ _. K= l5/ � PROPOS D GRADE --I ' _ , � � - � Pl = 13�90.00 l.5" ERLAY �' � � V l93 I I � � � �� DOCUMENT NOT CONSIDERED FINAL - - -- - = /-� i - I % � � � N� UNLESS ALL SIGNATURES COMPLETED K = /9 / � �_ _� ; _ _, _ _ _ -- � -- � , � -- - _ -- -- � �C = 29' �� � _ � --- . � _ � �� I I I � I I ��--� � i BEGI GRA E os - o MPH �y� '�, '--- - ----�/- -- -� ------- - - - —/ � — �H. . ' ' !� � � � � I � EL. _ 1006.7 ' i "�- --_ � � � � � - - i — __ __ � ' ►��� ------��.� ----- ��� � -------- - ,��-r—�-- �.�.�.� ��. � ��� _ EXISTIN GROUND � � — — _ — — — — — — f —_ -- — i � i ,� - - ���— _ ��� -. : /� I \�� �I -------� ------ _ � � ' _ _ I� � ` i — , — —, , —,_ ,_ ,_ — — — , � - / � � � E D T lP P OJECT U-25 DEF � ,� .- -- ` ; i ; I � � ,� i � � --� � , ` ' � � � : i� � — PB — e �� -- �� — ; . _ � � --_ . . EL. = 99/e75' � � _� � �� / �� �, � ii'� ��' 6�� � iii�� ii �i i i � � ii iii i'� i'i �- � � i� �i i, ,i ,i, � _ � _ _ �i�iii �ii iiii i i iiii i ii iii� iii � . T lE T 0 T lP PROJE'CT U— 579C f Y OT ERS1 � �_ �, � ��� „ � — — - -- --- �----- _ . �� � -- _ �, . �'/ ii � �i � ` --I --- - - , , _ --- I--- -------_ : — �` _ '---_--� - - ♦ — -. _ i' � ____-�_ --�_�--� --- ---�--- -------- ---- � : I . � � � � / _ _-- _ _-_ _ _ . � � � _ t� ��.��' : l � � _ � _ / - — ------ --- -- ----- --- -- ----- --- -- ------ ' '-- - --_ _'_ _ --- - -- --� __ —__� _- _ _ S E SHEET 3 FOR —Y12 PB— PLAN 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 N Z Q N � I_ I 1 i � � i � I � 1 1 1 I�' � I I I �� � I � � � _ ... e_ ,. . . � s. .. .. . II I I �. -_ _ . �- , . �- _ _�-_ _ -_ _� . _� _ - I I I I I I I I I I I � � � � � � � � i � � � : : ; : � � I I I I I I I I i I I I i � i i , i , � � � .. _ , , ' _ _ _ _ . � + _ �� — � � ._ . . .— — : . �� � . .. ..—. _ .. .. � I _ _� — � L = 950.8 ' i �� ---� � ���` - , � _ � � ;, �, _ - 2/9 � ,� .�- , - - - ♦ — — � _ -: : : - I _, � I- _ . ♦ _ ��2 � � - � - �: : S= 75 PH ��� , . ��� ��� ��� ��� , __ . _ - __ _— _ _ ,- ------ _ — ---_ ___ _ ��... _—�� �.���� � � , l.5"OVE LAY - ._ , . : � , — _ _ _ � � ���� � �� � V r ���� �� �� � � _ .. ' �� �� � - �� d � �� � � �� � � _ _—_--- ���—���— --��.��� -- � � � . . . . . — � � — ' . — — � �� — . . . .. . . . . . . . . . . . . . ..—. . . . . . . . .. —. . . ._ . . . . . . . . . . . .—. . . . .. . . . . . . . . . . . — ,. . . . . . . . . . _ _ . . . —_ . � _ / . . . .—_ _. _ . . . — � � �� , � , . I �, . , . . —. . . . . . � ,— . . . . . . . . . . . — . . _ _ . . . . —. . . _— — � — — � — � � �� I i i . . . _ . . . . _ . . �,_ _� . . . . . _ . . . . _ . . � i �—_—� . . . . . .. . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . I . . . . �, �- � � � � � - = -- �' �-� -- _ __ �— ---_-�— — ; , E D 0 ERLA : - : -- - � - --� - -- - 3.g6 . _ — ------ -- � � _ — � � _ : : . / : — : : . - � � � � EL. = 64.62' , _ _ __ _ _ ♦ i . i __ _ i . i _ . . . : _ / ' -_ _- - . __ __.— +��-�' � _ __ _ __ _ _ _ __ / ' _ _ __ / __ _ -_ - -. - . _ ---. . -_ _. - --- -�-�.-�- : __L�-�__��. �_ � i i i i � — - _ .-__ - . . i i i i � � � � - - - - . ---y -- I . _ _ - - - - - - � . _ _ . _ _. _ _ � - - -�_ i i i � I � � I � � � � � � � � _ _ _ - _ _ _ � S E SHEET 3 FOR —Y12I�PB— PLAN 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 � � � a r � a � � o a o � U � Z � w :: � m � a � w Z� w� �� t a 0 � � � C N � O O U i � � Q i H O � U Z � W > H � � � 0 N \ V N \ O .-� w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas U-2579D E& F 123 � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 �—J�.6275 ; � N.C.B.E.L.S. License Number: F-0116 r + ROADWAY DESIGN HYDRAULICS �� 3�68// I � � �ipi�Q ENGINEER ENGINEER P OPOSED R�E I I I I i ST` T 1OO STV Engineers, Inc. F L AT I R O N �/ 900 West Trade St., Suite 715 � Pl 12+22.0 � � �� cnariotte, Nc 28202 ; - NC License Number F-0991 EL = 1,00%55 � ' � ! � PAVING ONLY �... : e --- ------ ------ ------ ------- ------- ------ ------ -------- — — , � — VC = 430' � _ _ _ / � __ __ _ �---- — — — — -- — — — — _ / ---- --- --- ---- --- -- � s - ° -T - ENn RAn�N EMBANK ENT � _ _ � —��� — .J� OI�ERL Y DOCUMENT NOT CONSIDERED FINAL ,� ------ --,.___-- -- ------- ----- , EL. - 93.93� ���� � UNLESS ALL SIGNATURES COMPLETED ; - BEGI GRAD ' , i _ -- _ _ _ _ �� .� T /E T T lP ROJE T U -2 79C l Y OT H RSl - ___, _ _ _ _ _ __ --- _ � __ . -Yl2R C- S A. l0 f0 .00 I � --_-� __ �; � � � �� i � I-I � I�, BEGIN PAV lN - - __ �� = �.t _ . _ _ _._---- _ _ _ _ _ - _ _ --_ ---- � ____ �-- � ; '� __ ElV D T P PR ECT -2579 EF '� E lSTI G G OUN _ — — --� , =�t — �� .7�� ----- --... _ � , = 78.9/' ' _. � ,. , - � �' ,_ ; � � ^�-- ____ _�_ ____ __ _ EL. � � � I I� T lE T T lP ROJEC U-2 79C �B' OT HE S� ' _ ♦ �/ � _ _ i ���� ^ � / � --- � —_L"!."�/� ��� � �/"t/-- � ---- --- � i � -------- -------- ----- —._,�—�-- ��� ` �` • I I � I _ � ` / � � / / � _, /// `� - I I i � i I i i� I i i , i /� i . . / �� . _ _ � _ —` ---- ------� ----- ------ ---- . / - � . . _- -- _ � `� � ' i II II II II II II ii i j j // ' - `� I ' I ' � _ � _ � ,---�---- . / -- —_.---y-- — ��� - ___ i . � �i , . � ___ _ , , � � _ . --- � i . _ � � i _ ----�_� _6_----- ------__ �,r _ �__ �--- —� �� ij _ - — ------ --- -- ----- --- i � � / _ -- ----- --- � � � � -- ------ � ' -- - - __ � — -- ' --- _ i -- --� � i � _ SE SHEET 31 FOR —Y12 PC— PLAN 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 N Z � Q N � � � I_ I 1 i �� i � I � 1 � 1 � I' �I I I �� � I � � � I � i � I I II � � i _ II I I II I � Pl 25 +69.2 , : , , : � EL = 956J7' ' K l83 � ;; �C = 1,000' � � I i . � � � : DS = 70 MP � XISTING G OUND � � � _ _ � � � _-- --- � , --- _ __ � — _ . ---- _ _ __ —_— _ � � — __ - - - -- -- - - � � � � �. . — — -- l.5" 0 ERLAY _ � _ _ �= — —� ♦ � . ____ � , --- --- — — � � � � � � � � � i I I i �� ���� _� �� � � . � �� � ��3� --� � �i ���� ���� ���� ��� ����� --� � / , . . . . . . . ..- . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . � ��C� �•►i �--� � i �� : �: �� � �„� ��� �.� ------� ----- ------ --- � � � � � i i i __ __ _ ��_ ____ i� ���► ��� �� �—J3-- ---- , � � `,� ` � I I — — �68/ —�'� — l +�2.0909 ^ � ._ _ _ _ — ---- _ _ = ----- =— — I _ �� _ � E D VERL : � � ---- � � : : . , - '�, - - ------ - - _ . . _ _ _ _ : - - : : L. = 97/.36' ___ . _ , - -. - - - - - - -; _ _ _ _, _ , _, _ _ _ , _ _ _ -. - __ _ _ . _ -. . -__ _ _ _ _ _ . - _ _ _ _. -� - -- - - _ - . _ _ _ _ _ _ . _ _ _ _ , _ _ I I �_ I I . I _ I . _ _ . . _ . .- - _ - _- _ _ - _ -- -. - ---_ --_ _. - --- -�-�._�_- __L�-�__��. �_ i � i i i i --- - -_ .. -_ _ — - _ —_ _ -_ _ -: --. _ _ . : -. - _ -- _ _ . _ -. - i i i i i - i _ . . - - - - . . _ _ _ . _ _ i . _ _ _. _ _. - - -�_ . i i i � I � � I � � � � � � � � SE SHEET 31 FOR —Y12 PC— PLAN 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 � � � a r � a � o Q 0 U � Z � �J..� � � m� a � w Z � W H �� t a 0 � � � � � � 0 0 U i � � Q � � 0 0 U Z � W > H � � � 0 N \ � N \ O � w � Q 0 Q N � L � .� �i / � � W o w � J (n H d � L.� PROJECT REFERENCE NO. SHEET NO. � HDR Engineering, Inc. of the Carolinas U-2579D E& F 124 � � � � � � � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 - - - - N.C.B.E.L.S. License Number: F-0116 ROADWAY DESIGN HYDRAULICS - ,__ _ r + � O4O , � �ipl�e ENGINEER ENGINEER �r�,� T STV Engineers, Inc. F L AT I R O N ��/ ��� 900 West Trade St., Suite 715 � E'C!'/l/Ji Charlotte, NC 28202 � , � � � � NC License Number F-0991 1030 � � _ _ _ �� _T _ _ _ _ � �. � OZ O DOCUMENT NOT CONSIDERED FINAL ------ ------ ------ i EG 111 GRA E UNLESS ALL SIGNATURES COMPLETED . - --- -- �� -Y8 Rl - S,A. l0 fl .00 i i � i �- -- _ — — i _ __ i . 1010 BE l GR E � EL. 986.1 -- �' 10l o -� . . � - ------ -------- ---.---- ---- EL. 980. ' � i P� _+0�.5� E D GRADE ', _ � _ E� -. 988.�8� -YS Rl - S A. ll +58 56 � 1000 Pl - 10+29.00 �� K_ 1000 - - ------- ----�-_-- -��.-- �$�i .� ------- E � 9 8 0.� �� �, '�, vc _ �oa - - K_� - 7DRl - T A. ll f 5.49 � � � � � � � � DS - l5 �PH 982 7/ - vc 24� E�� _ ' -- - �� � 990 � �I __ _ � - -_ _ � � ,7$b�_ �.� -_ _ ���� �0 ' PROP SED . , , — — � �._e . � � � � G ADE —� ; i i � ; ' �� : � � �� 980 980 /. � . __ . . � -- --- -------- -------- _ � . (-1/0269'/. � EXl TING GRO ND ��' � � P OPOSED GRADE ��i �� � i'�� �i� ii'i �'�� ���ii �ii� ��'; �'� �� � ii iii iii� �ii iiii i�� iii iii� �i� iii : Pl = ll+10.00 � 970 - - 2.8 ' _ = 970 - ----�---- -------- -------- --- K = 9 VC= 30' : , ', 960 os 20 �1PH � u ' 960 _ � � � -- -_- -- -- - - c -- - --- , � — ------ --- -- ----- --- -- — � _ ; _ -- ----- --- -- ------ ' -- - -- ' � '—'— -- ' ' --- — ' ' -- --� � _ --- _— —i' �' --- ---' 9 JcO S E SHEET 2 FOR -Y7 Rl- PLAN S E SHEET 5 FOR -Y8 Rl- PLAN (� JcO ����� �� �00 �2 �00 ����� �� ��� �2 �0� N Q N � � I I 1 i I I 1 I � 1 I I I I I � 990 : � � ' � � � � 990 � I - �� �-_ -_ __� _- - , 980 = 980 __ __ _ _ _ __ �� � ���� � � � � �� � � � � �; � � � � � �� � , , � � _ : : : � EGl RAnE ' ' , � � _ �,,� � 970 �� Y DRl '�TA l f 74 �� � �- 970 � Le = � 9 2e2/' � � � � � „ , �� � � � � � , � � � ; �, , , � � � � � � � � 960 __ _ _ : __ � _ �o+� .00 _ _ _ _ i , 960 � = 94i. a � _ _ _ _ _ _ _ _ = 7 . � _ _ , - _'_'_ . _ �_' _ _ _� _ _ _ + E GRAD : : P/ // 7 C 50' 0.00 950 _ _ �: 950 — — e e i i . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . �. . . �. . . . : � K �� EL. 932. 0' � VC = 92� ' _ _ _ - - - - � �2,33�2y — : : � � � - _. 940 __ Ds = �5 �1P �, - 940 : : : : : : : : : - ._ - . _ . . - _ �� —�� _ _ _ � _:_ _ . _ _- - - - � ��� . _ , , � , � � ,9„/�2 _ f � .� � _ _ _' -.� : , 2' ' � _, _ - : , - � -- - -- - - _ - _ _ _ _ --- - � � — _ _ _ _ _ - - - � 930 • r-� . - : 930 EXl lNG GRO ND ; - _ ___ . - . . _ - _ - - - _- - _ - . _ _ _ _ _ __ PROPO ED GRAD _ _ . � � � �� _ . � � � � � � � � _ _ . . 92 0 . _ _-_= - - -- .__ --- - __ _ _ ------ _ -- - - ---- --- - --- :- - - -- -- -- 92 0 :- - - - -- _ - - : -- -: - _ _ ---- ___ _: : - ---. : -�_�-�_- __��_�__��_�_ i � i i i i --- — —_ .. —_ _ — — _ —_ _ —_ _ —: --. _ _ . : —. — _ -- _ _ . _ —. — i i i i i — i _ . . 910 - - - - : 910 _ _ _ _ . _ _ i . _ _ _. _ _. — — —�_ . i i i � I � � I � � � � � � � � � �IOO EE SHEET 6 FOR -B Rl- PLAN ' �%OO 1�+0� 11 +�0 12 +�0