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Home My WebLink About20140090 Ver 1_Application_20140124Draft Minutes from the Interagency 4B Hydraulic Design Review Meeting U-2579B Winston-Salem Northern Beltway (Eastern Section) from I-40 Bus/US 421 to US 158 in Forsyth County A Hydraulic Design Review Meeting was held on Wednesday January 23, 2008 in the Hydraulics Design Conference Room at the NCDOT Century Center Complex from 9:00 am – 11:00 am Team Members: John Thomas: USACE (present) Marella Buncick: USFWS (present) Marla Chambers: NCWRC (present) Amy Euliss: NCDWQ (not-present) Brian Wrenn: NCDWQ (not-present) Chris Militscher: EPA (not-present) Kathy Matthews: EPA (present) Donnie Brew: FHWA (present) David Harris: NCDOT, REU (not-present) Tony Houser: NCDOT, Roadway (present) Lonnie Brooks: NCDOT, Structures (present) Derrick Weaver: NCDOT, PDEA (not-present) Rachelle Beauregard: NCDOT, NEU (not-present) Keith Raulston: NCDOT, Division 9 (present) Participants: Andrew Nottingham, NCDOT Hydraulics Will Hines, Sungate Design Group David Wainwright: NCDWQ Troy Wilson, USFWS Kent Boyer, NCDOT Division 9 Gene Noderino, NCDOT NEU Missy Dickens, NCDOT PDEA Vasim Barodawala, NCDOT Roadway John Braxton, NCDOT Roadway Lee Moore, NCDOT Roadway Roy Girolami, NCDOT Structures John Arms, NCDOT Hydraulics Greg Price, NCDOT NEU Minutes: General Introduction was initiated by Andrew Nottingham. Introductions were made by all in attendance. General Comments: The Hydraulics Engineer stated that where it was practicable, guardrail and shoulder berm gutter were eliminated and 4:1 fill slopes were used. The Hydraulics Engineer stated that proposed cross-pipes located on Jurisdictional Streams (JS) would be increased by one pipe size and buried 20% (except in locations where Agencies requested that a Drop Box be used). The Hydraulics Engineer stated that in locations where the storm drainage outlet pipe was a 15 or 18 inch pipe, a Preformed Scour Hole would be used where practicable. Sheet 4: No Impact from U-2579B. Begin Construction starts on Sheet 5. Sheet 5: JS (unnamed tributary to Lowery Mill Creek) located on Sheet 5 and 20: The Hydraulics Engineer stated that the proposed double barrel box culvert will have a sill in one barrel. The Agencies requested that baffles also be placed in the box culvert. Wetland located near Begin Construction: The Hydraulics Engineer stated that an Energy Dissipater would be used at this location. JS located near Station 495+00: The Hydraulics Engineer stated that the three storm drainage systems taken to this outlet would connect to each other using a Junction Box and that there would only be one outlet pipe. Sheet 6: JS located near Station 502+00: Use a Drop Box at the outlet of the cross-pipe in order to dissipate as much energy as possible prior to stormwater re-entering the natural stream channel. Due to the steepness of the proposed cross-pipe, this is preferable to using an in stream riprap dissipater. In cases where a Drop Box is used, no need to bury inlet of pipe. JS located near Station 506+00: Use a Drop Box at the outlet of the cross-pipe. JS located near Station 509+00: No comment. Sheet 7: JS located near Station 523+00: No comment. Sheet 8: Wetland located near Station 527+00: The Hydraulics Engineer stated that the inlet invert of the proposed cross-pipe would be placed at the same elevation as the water surface elevation in the wetland. Pond: There was some discussion about whether or not the pond would be kept and if this area could be used for mitigation. At this time, NCDOT does not know because negotiations with the current property owners have not taken place. Sheet 9: No impact. Sheet 10: Martin Mill Creek and Tributary to Martin Mill Creek: After a lengthy discussion where the pros and cons for several alternatives were discussed, based on a general consensus, it was decided that a minimum length bridge (about 225 feet) will span Martin Mill Creek and that a box culvert would convey the Tributary to Martin Mill Creek. The Hydraulics Engineer stated that a sill would be placed in one of the barrels of the box culvert. The Agencies requested that baffles be placed in the box culvert. Sheet 11 JS located parallel to the roadway (Sheet 10 and 11): The Hydraulics Engineer stated that the stream would be piped along the toe of fill due to the large amount of excavation that would be required for an open channel. It was also stated that there would be a short channel change at the inlet in order to protect the proposed roadway embankment. Use a Drop Box at the outlet of the proposed pipe. JS located near Station 572+00 (Sheet 11 and 12): The JS is completely impacted by the proposed roadway. The Hydraulics Engineer stated that a lateral ditch would be used to take the stormwater along the toe of fill to a point where the length of the proposed cross- pipe can be significantly reduced. The Agencies suggested that the proposed cross-pipe tie directly into the proposed pipe that is carrying the JS located parallel to the roadway. Sheet 12: JS located near Station 575+00: No comment. Sheet 13: No impact. Sheet 14: No impact. Sheet 15: JS located near Station 616+00 (Kerners Mill Creek): The Hydraulics Engineer stated that a triple barrel box culvert is proposed at this crossing. The Agencies requested that baffles be placed in the box culvert and that a sill be placed in one of the barrels. There was some discussion about using a bottomless culvert or a wider box culvert that could match the width of the natural channel. NCDOT Hydraulics stated that in order to use a bottomless culvert, there would have to be bedrock located fairly close to the surface. Bedrock had been observed in the upper portion of the stream, but was not clearly evident in the lower portion. NCDOT will investigate if a bottomless culvert can be used. NCDOT Structures stated that using a wider box culvert would not be practicable due to the thickness of the top slap required. The Hydraulics Engineer stated that a majority of the storm drainage from the roadway would be taken to an area located near Station 619+00 Left where the proposed cross- pipe would act as an outlet control device and provide as much detention as practicable. JS located near Station 629+00 (Smith Creek): The Hydraulics Engineer stated that bridges would be used to span the stream. Sheet 16: JS and Pond located parallel to the roadway near Station 635+00: The JS and Pond are completely impacted by the proposed roadway. It was brought to our attention that there are wetlands associated with this JS that are not currently shown on the plans. The Hydraulics Engineer stated that the areas inside of the Loops and between the Ramps would be designed and used as a Detention Basin as much as practicable. At this point, the allotted time for the 4B Meeting ran out and it was stated that the 4B Meeting would have to be continued in 2 months. Meeting adjourned. Draft Minutes from the Interagency 4B Hydraulic Design Review Meeting U-2579B Winston-Salem Northern Beltway (Eastern Section) from I-40 Bus/US 421 to US 158 in Forsyth County A Hydraulic Design Review Meeting was held on Wednesday, March 12, 2008, in the Hydraulics Design Conference Room at the NCDOT Century Center Complex from 9:30 am – 11:00 am. This meeting was a continuation of the meeting held on January 23, 2008. Team Members: John Thomas: USACE (present) Marella Buncick: USFWS (present) Marla Chambers: NCWRC (not-present) Amy Euliss: NCDWQ (not-present) David Wainwright: NCDWQ (present) Chris Militscher: EPA (present) Kathy Matthews: EPA (present) Donnie Brew: FHWA (not-present) David Harris: NCDOT, REU (not-present) Tony Houser: NCDOT, Roadway (present) Lonnie Brooks: NCDOT, Structures (not present) Derrick Weaver: NCDOT, PDEA (not-present) Rachelle Beauregard: NCDOT, NEU (present) Keith Raulston: NCDOT, Division 9 (present) Participants: Andrew Nottingham, NCDOT Hydraulics Will Hines, Sungate Design Group Greg Price: NEU Felix Davila, FHWA Kent Boyer, NCDOT Division 9 Gene Noderino, NCDOT NEU Missy Dickens, NCDOT PDEA Vasim Barodawala, NCDOT Roadway John Braxton, NCDOT Roadway Roy Girolami, NCDOT Structures Paul Ervin, NCDOT Structures Minutes: Chris Militscher (EPA) noted that Marla Chambers (NCWRC) could not make the meeting but had provided comments to him to present at the meeting. Sheet 16: The Hydraulics Engineer stated that the areas inside of the Loops and between the Ramps would be designed and used as a Detention Basin as much as practicable and that the ultimate outlet will be taken directly to Smith Creek by way of a 4 foot base channel with riprap. Sheet 17: An additional wetland will be delineated near Station 662+50. JS located at Station 667+00 (Fishers Branch): The Hydraulics Engineer stated that the box culvert would be a triple barrel due to FEMA requirements and that two of the barrels would have a sill. Sheet 18: JS located at Station 667+00 (Fishers Branch): The Hydraulics Engineer stated that the storm drainage system will be taken directly to Fishers Branch by way of a 4 foot base channel with riprap, with the exception of the stormwater from the shoulder berm gutter, which will be taken to a Preformed Scour Hole. Sheet 19: JS located at Station 688+50: The upstream pond will be completely drained and the downstream pond will be temporarily drained to an elevation below construction. The Agencies asked if there could be a Stream Restoration in the drained upstream pond. NCDOT will investigate. Stormwater from the shoulder berm gutter will be taken to a Preformed Scour Hole. Sheet 20: JS (unnamed tributary to Lowery Mill Creek) located on Sheet 5 and 20: The Hydraulics Engineer stated that the proposed double barrel box culvert will have a sill in one barrel. The Agencies requested that baffles also be placed in the box culvert. Sheet 21: The Project ends before US 158 crosses Lowery Mill Creek. The Hydraulics Engineer described the proposed storm drainage systems and stated that existing drainage patterns and outfalls were basically being kept the same with the exception of the existing storm drainage outlet located immediately downstream of the US 158 crossing, which will be relocated immediately upstream of the US 158 crossing. Sheet 22: No impact. Sheet 23: No impact. Sheet 24: No impact. Sheet 25: No impact. Sheet 26: Smith Creek: The Hydraulics Engineer stated that a combination of retaining walls and 1.5:1 fill slopes with riprap were being proposed in order to avoid permanent impact and relocation of Smith Creek that would also impact the adjacent ponds. The Agencies expressed some concern that the water quality of Smith Creek would be temporarily impacted during construction of the retaining walls. NCDOT stated that the retaining walls, type unknown at this time, would have less of an impact, both during construction and permanently, than the alternative of using 1.5:1 slopes along the entire length. The Agencies expressed some concern that the existing box culvert under Business I-40 is undersized due to evidence of a large scour hole located at the outlet. NCDOT stated that based on the hydraulic calculations, the box culvert was not undersized. Sheet 27: Smith Creek: The Hydraulics Engineer stated that 1.5:1 fill slopes with riprap were being proposed in order to avoid permanent impact and relocation of Smith Creek that would also impact the adjacent ponds. An additional Jurisdictional Stream will be delineated upstream of Station 65+00 -Y4-. Sheet 28: JS located at Station 107+50 -Y4- (downstream): The Hydraulics Engineer stated that three cross-pipes (two under Business I-40 and one under Ramp B) will be connected using a Junction Box just downstream of Ramp B and that there would be only one outlet pipe. The Junction Box will serve as a Drop Box. An additional Jurisdictional Stream will be delineated upstream of Station 104+50 -Y4- (outlet of pond). An additional Jurisdictional Stream will be delineated downstream of the existing 18” cross-pipe located at Station 109+50 -Y4-. Sheet 29: No impact. Sheet 30: It was stated that the stream located south of Business I-40 and running parallel to the roadway embankment was Jurisdictional. The Hydraulics Engineer stated that the fill slope in this area has been steepened to 1.5:1 with riprap in order to avoid any impact. The Hydraulics Engineer stated that existing drainage patterns are being maintained. The Project ends before Business I-40 crosses Salem Creek. Sheet 31: The Hydraulics Engineer stated that an Energy Dissipater will be used at the end of the proposed storm drainage system, which is located about 200 feet from Salem Creek. The Project ends before SR 2667 crosses Salem Creek. Meeting adjourned. Minutes from the Interagency 4C Permit Drawing Review Meeting U-2579B in Forsyth County (1st Half) July 17, 2013 1:00 PM – 2:30 PM Team Members: John Thomas, USACE (present) Marella Buncick, USFWS (present) Marla Chambers, NCWRC (present) Amy Euliss, NCDWQ (present) Chris Militscher, EPA (phone) Felix Davila, FHWA (present) Minutes: General Introduction was initiated. Introductions were made by all in attendance. Sheet 05-1: Delineate impacts to JS upstream of 42-inch cross-pipe. Sheet 05-2: (General Comment): Breakout stream bank stabilization. Show length of stabilization in Summary. Breakout perennial and intermittent. Break line is at 2GI between -L- and Ramp. Sheet 05-3: (General Comment): Show floodplain benches for box culvert. Include Detail on Plans. Sheet 6: Station 508+00 -L-: Label Tributary as Site 5A. Participants: Stephen Morgan, Hydraulics Will Hines, Sungate Design Group Brad Smith, Sungate Design Group Doumit Ishak, Construction Management Lee Moore, Roadway Design Tony Houser, Roadway Design Mark Staley, REU Charles Hunt, Structures Steve McKee, Utilities Jamshid Hafshejani, Utilities Rachelle Beauregard, NES Greg Price, NES Elizabeth Lusk, NES Byron Moore, NES Keith Raulston, Division 9 Station 504+00 rt. Do not show as Bank Stabilization since excavating. Sheet 7: No Comments. Sheet 8: No Comments. Sheet 10: Station 557+00 -L- Right: Investigate whether stream bank stabilization is needed at the intersection of the tail ditch and stream or if a wider grass lined tail ditch is needed? Site 9: Any Utility Impacts? NCDOT Utilities to provide information. Site 10: The question was if a Plunge Pool was needed at the 60-inch outlet. This was discussed at the 4B Meeting and it was decided that the drainage structure upstream of the outlet would be a drop box. The drop box has been designed with a 2.3-foot drop and the 60-inch outlet pipe has a 0.5% slope. Sheet 11: Label tributary coming from the east as Site 10A. Label begin J.S. Small wetland impact not shown near 571+50 Sheet 15-1: Site 11 (JS located along ROW Station 618+00 -L- Right): Relocate JS and tie to Kerners Mill Creek. Show impact to JS. Does this JS need a separate Site number? This needs a separate site number. Tie 48-inch cross-pipe to box culvert instead of wingwall. According to Structures this would be acceptable. The sill and floodplain bench would need to be switched to the other side of the box culvert. At this point, the allotted time for the 4C Meeting ran out and it was stated that the 4C Meeting would have to be continued next month (August). Meeting adjourned. Minutes from the Interagency 4C Permit Drawing Review Meeting U-2579B in Forsyth County (2nd Half) August 22, 2013 1:00 PM – 2:30 PM Team Members: John Thomas, USACE (present) Marella Buncick, USFWS (present) Marla Chambers, NCWRC (present) Amy Euliss, NCDWQ (present) Chris Militscher, EPA (phone) Felix Davila, FHWA (present) Minutes: General Introduction was initiated. Introductions were made by all in attendance. Sheet 15-1: Site 12: Contain channel change within PDE. Sheet 15-2: Site 14: Show impacts to JS between riprap embankment and Smith Creek. Participants: Stephen Morgan, Hydraulics Will Hines, Sungate Design Group Josh Clemmons, Sungate Design Group Doumit Ishak, Construction Management Lee Moore, Roadway Design Tony Houser, Roadway Design Mark Staley, REU Charles Hunt, Structures Steve McKee, Utilities Jamshid Hafshejani, Utilities Rachelle Beauregard, NES Greg Price, NES Elizabeth Lusk, NES Byron Moore, NES Brett Feulner, NES Ahmad Al-Sharawneh Keith Raulston, Division 9 Diane Hampton, Division 9 Greg Errett, City of Winston-Salem Sheet 16: No Comments. Sheet 17: Site 18: Show Floodplain Bench. Site 19: Utilities has a concern with placing the new sanitary sewer line in the wetland. Therefore, Utilities asked if the proposed 3 @ 60” cross-pipes could be moved closer to the box culvert. The Hydraulics Engineer will investigate. Sheet 18: Station 668+50 -L- Rt: The agencies asked if the PSH was needed. They suggested that a riprap pad rip rap base ditch be used instead of the PSH. Sheet 19: Site 20: There were some questions about why a bridge was not required or if the project could end just before the crossing and place the crossing on the next section of the project which has not been scheduled for construction. Roadway Design said that they would look into possibly adjusting the end of project and noted the R/W limits will change to not show a take on the Booth property. Sheet 20: Site 21: Fill in wetland will be a total take. Sheet 25: No Comments. Sheet 26: Site 23: Need to tie the JS tributary to the lateral ditch. Impacts to the JS tributary need to be shown and labeled as Site 23A. USFWS asked if a sill and floodplain bench can be proposed for the box culvert. The Hydraulic Engineer’s response was that this location is in a FEMA Detailed Study and the existing box culvert did not have a sill. Therefore, the hydraulic requirements for obtaining a CLOMR from FEMA may not allow for proposing a sill. Station 54+50 -Y4- Rt: Label as Site 25. On Smith Creek, call for streambank stabilization. For the JS tributary, place riprap on banks only. The Permit Drawing for this area needs to be blown up in order for the impacts to be seen clearly. Label Smith Creek. Sheet 27: Site 24 Outlet: Use streambank stabilization and label as Site 24B. Sheet 27-1: Site 24: Change to Site 24 and 24A. Show impacts to JS. Site 27-2: Site 25: Riprap banks only. Sheet 28: Missing legend for Wetland Impact. Site 28-1: Site 26: JS impact should be Site 27A. Site 27: Site should be labeled Site 27A, 27B and 27C. Missing legend for Wetland Impact. Site 30: Site 28: Pull back pipe outlet and riprap. Eliminate Site 28. Summary Sheets: Subtotal each sheet. Meeting adjourned. Mitigation Plan Winston Salem Northern Beltway Forsyth County, North Carolina T.I.P. Number U-2579B WBS No. 34839.1.1 August 22, 2013 1.0 BASELINE INFORMATION Transportation Improvement Project (TIP) U-2579B involves the construction of a new section of highway known as the Winston Salem Northern Beltway in Forsyth County. The proposed construction of U-2579B involves unavoidable impacts to jurisdictional resources within USGS hydrologic unit 03040101 of the Upper Pee Dee River Basin. NCDOT proposes to offset a portion of these impacts with on-site mitigation. TIP U-2579B is located in the Central Piedmont Ecoregion. The topography in the project study area is generally characterized as rolling hills with moderately steep slopes along the drainage ways. Elevations in the study area range from 850 to 900 feet above mean sea level (USGS 1971). The project study area and surrounding area consists of low density rural, residential, commercial, agricultural, and forested areas. The mitigation site selection and mitigation work plan sections of this plan will refer to the identification labels given the affected jurisdictional resources in the associated permit drawings. 2.0 OBJECTIVES The goal of the proposed onsite mitigation is to offset and mitigate for a portion of the impacts from the construction of U-2579B by restoring the natural flow regime to the stream channel through the removal of the dam and establishment of riparian buffer areas. This mitigation will result in a total of 450 linear feet of stream restoration. 3.0 SITE SELECTION The proposed mitigation site is located within the proposed right-of-way for U-2579B. The site was evaluated both internally as well as discussed and reviewed with regulatory personnel during concurrence meetings and a field visit on August 1, 2013 with Amy Euliss of DWQ and Marella Buncick of the USFWS. The existing site conditions are described in this section. U-2579B Mitigation Site 1-UT to Fisher Branch (ONE ID #034-004) This site is located on plan sheet 19 from approximately Station 687+80 to 691+56 and coincides with Permit Drawing Site 20. An USACE Stream Quality Assessment Worksheet was not completed for this site because the site is currently a pond. UT to Fishers Branch has a NCDWQ Best usage classification of WS-III. The proposed work to UT to Fishers Branch includes the removal of the concrete dam on the UT to Fishers Branch. UT to Fisher Branch is a jurisdictional perennial stream where it enters NCDOT Right of Way. After the stream enters NCDOT Right of Way it becomes a pond that has been created by the construction of a concrete dam that is over 50 years old. The dam will be covered by roadway fill and therefore will be removed. The majority of the pond has an intact wooded buffer with some incidental clearing near the dam for access to the pond and dam. 1 4.0 MITIGATION WORK PLAN The mitigation site will be constructed along with the construction of its associated section of the roadway project. Following the successful completion of the pond draining and stabilization, the site will be replanted with appropriate native tree species. The stream restoration areas will be stabilized by planting a mix of live stakes on three foot centers and matting with coir fiber on the banks as necessary. Reforestation plans are attached and can be found in Appendix A. Native seed and mulch will be applied on all disturbed areas within the mitigation sites for stabilization purposes according to guidance and standard procedures of NCDOT’s Roadside Environmental Unit. An as-built report will be submitted within 60 days of completion of the project. The Natural Environment Section shall be contacted to provide construction assistance to ensure that each mitigation area is constructed appropriately. U-2579B- Mitigation Site 1 The pond associated with this mitigation area, will be drained as part of the construction of U-2579B. The stream mitigation will be conducted within the drained pond. The Contractor will develop a Pond Drainage Plan for this pond and submit the plan to the Engineer at the preconstruction conference for approval. The Pond Drainage Plan shall include but not be limited to procedures and rate of water drawdown, sediment control measures, water quality monitoring, fish and wildlife relocation plan, shall address procedures avoiding the inundation of a receiving body of water with deoxygenated or nutrient rich water resulting in impacts to aquatic life or algae bloom and procedures for maintaining downstream channel stability After the pond is drained, a natural flow regime will be restored. An evaluation of the stream channel will be conducted following dam removal. If any stabilization is needed on the channel it will be conducted at that time. Reforestation of the stream buffer will be conducted following any required channel work. Based on preliminary measurements, NCDOT will restore 450 ft. of the stream system within this drained pond area. 5.0 PERFORMANCE STANDARDS An As-built will be submitted within 60 days of completion of the project. The As-built will document changes in the dimension, pattern, profile, vegetation plantings, and structures of the constructed channels. Success for vegetation monitoring within the riparian buffer areas are based on the survival of at least 260 stems of five year old trees at year five. Assessment of channel stability will be based on the survival of riparian vegetation and lack of significant bank erosion, channel widening or down-cutting. 6.0 MONITORING REQUIREMENTS All of the mitigation sites will be monitored according to the April 2003 Stream Mitigation Guidelines. The following components of Level 1 monitoring will be performed each year of the 5-year monitoring period: reference photos, plant survival (i.e., identify specific problem areas (missing, stressed, damaged or dead plantings), estimated causes and proposed/required remedial action); visual inspection of channel stability. Physical measurements of channel stability/morphology will not be performed. A monitoring report will be submitted within 60 days after completing the monitoring. 2 7.0 DETERMINATION OF CREDITS NCDOT proposes to supplement mitigation provided by EEP with 450 feet of onsite stream mitigation. NCDOT proposes a 1:1 mitigation ratio for a total of 450 feet of stream credits. An as-built report will be submitted within 60 days of completion of the each mitigation site to verify actual mitigation areas constructed and planted. The success of the mitigation areas and determination of final credits will be based upon successful completion and closeout of the monitoring period. 7.1 CREDIT RELEASE SCHEDULE NCDOT proposes immediate, full release of the proposed mitigation to offset the unavoidable impacts associated with U-2579B. 8.0 GEOGRAPHIC SERVICE AREA The proposed Geographic Service Area (GSA) for the mitigation sites is composed of the 8-digit Hydrologic Cataloging Unit (HUC) 03040101. 9.0 SITE PROTECTION INSTRUMENT The mitigation area is within the NCDOT Right-of-Way for the project. It will be managed to prohibit all use inconsistent with the use as a mitigation property, including any activity that would materially alter the biological integrity or functional and educational value of the site, consistent with the mitigation plan. The site will be placed on the Natural Environment Section’s (NES) Mitigation GeoDatabase. This database is provided to all NCDOT personnel as a record of mitigation sites and their attributes, including prohibited activities. NCDOT is held by virtue of the permit associated with these mitigation sites and the associated roadway impacts to protect the sites in perpetuity. 10.0 MAINTENANCE PLAN The mitigation sites will be held by NCDOT and placed on the NES Mitigation GeoDatabase. Once monitoring is completed and the sites are closed out, they will be placed in the NCDOT Stewardship Program for long term maintenance and protection. If an appropriate third party recipient is identified in the future, then the transfer of the property will include a conservation easement or other measure to protect the natural features and mitigation value of the site in perpetuity. 11.0 LONG TERM ADAPTIVE MANAGEMENT PLAN The sites will be managed by NCDOT according to the mitigation plan. Encroachments into the areas will be investigated and appropriate measures taken to minimize any negative effects. In the event that unforeseen issues arise that affect the management of the site, any remediation will be addressed by NCDOT in coordination with the Interagency Review Team. 12.0 FINANCIAL ASSURANCES NCDOT is held by permit conditions associated with U-2579B to construct, monitor, and steward the mitigation sites. NCDOT has established funds for each project and within each Division to monitor mitigation sites and protect them in perpetuity. 3 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SITE 2 SITE 3 SITE 4 SITE 5 SITE 6 SITE 7 SITE 8 SITE 9 SITE 10 SITE 11 SITE 12 SITE 13 SITE 14 SITE 15 SITE 16 SITE 17 SITE 18 SITE 19 SITE 20 SITE 21 SITE 22 SITE 23 SITE 24 SITE 25 SITE 26 SITE 27 SITE 29 SHEET 1 OF 64 PERMIT DRAWING SITE 31 SITE 28 SITE 30 25 DHV D T V = = = = = = 60 18 % % MPH ADT ADT 2030 % * 0 0 0 PROFILE (HORIZONTAL) 34839.2.10 34839.2.5 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. SIGNATURE: SIGNATURE: DIVISION OF HIGHWAYS 2006 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 9 / 19 / 2 0 1 3 U 2 5 7 9 B _ H y d _ p r m _ w e t _ p s h _ s i t e j h a r v e y 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : STATE HIGHWAY DESIGN ENGINEER D E P A R T MEN T O F TRA N S PORTA T I O N S T A TEOFNORT H C AR O LI N A FORSYTH COUNTY T I P P R O J E C T : U - 2 5 7 9 B U-2579B 10 70 LEE ANN MOORE VICINITY MAP NorfolkSouthern % % ( 66 ( 66 .1 5 POTSta. 160+23.40 BEG. PROJ. U-2579B END. PROJ. U-2579B 50 50 100 50 25 50 100 10 20 10 5 - Y 2 - - Y 1 - - Y 2 A - - Y3 - -Y 4 - SMITH CREEK -L- STA 692+32.98 -Y 5- TONY HOUSER, PE TOTAL LENGTH OF PROJECT U-2579B = 4.06 Miles. * TTST 12 %DUAL 6 % See Sheet 1-B For Conventional Symbol U S 1 5 8 W AL KE RT O W N M O R RIS R D. U S -4 21 / I-40 BU S . TO G R EE N S B O R O W ILL IS T O N R D . OLD BELEW S CREEK RDREIDSVILLE RDOLD BELEW S CREEK RD RICKARD RD . LA MO ND DR.WRANGLER DR . O L D H O L L O W R D. H O P K I N S R D BLUFF SCHOOL RD E L L I O T D R D O E R U N D R . LI N VI L L E R D KERNERSVILLE RD SCHOOL RDOLD VALLEY RAILROAD W EST MOUNTAIN ST OF WALKERTOWN AND KERNERSVILLE A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES C I T Y LIM IT CITY LIM IT C IT Y CITY L IM IT KE R N E R S VILL E KERNERSVILLE C IT Y L I M I T L IM IT K E R N E R SV ILL E K E R N E R S V IL L E C IT Y KERNERSVILLECIT Y LIMIT WA LK ER TO WN C IT Y LI MI T WALKERTOWN W A LKE R T O W N CITY LIMIT CITY LIM IT KERNERSVILLE L I M I T K E R N E R S VI L L E CI T Y K ER N ER SV ILL E C ITY LIM IT W A LKER TO W N C ITY LIMIT W A LKE R T O W N LI MI T KERNERSVILLE CITYLIMIT CI T Y LI MI T KERN ERS VI LLE A B C D SA LE M TO W IN S TO N -L- STA 478+00.00 C ITY LIMIT A D CI T Y LI MI T K E R N E RS VI L L E -Y5- STA. 26+62.28 BEGIN BRIDGE -Y5- STA. 30+97.13 END BRIDGE 34839.1.1 N/A PE R O A D G U T H RIE C ITY LIM IT K ERN ERS VILL E R A ILRO A D S O U TH E R N N O R F O LK R O A D MO U N TA IN WE ST - Y3 - -Y 2A - HASTIN GS HILL RD SR 2687 H A S TI N G S HI L L R D S R 26 8 7 PISGAH CHURCH RD SR 2410 WEST MOUNTAIN RD SR 2377 M O R RI S R O A D S R 2 4 0 7 GU T H R IE R D . W A L K E R T O W N SR 2385 -L- STA. 641+70.82 BEGIN BRIDGE -Y2- STA. 18+99.25 BEGIN BRIDGE -Y2- STA. 21+41.18 END BRIDGE -Y4CD- STA. 45+76.53 BEGIN BRIDGE -Y1- STA. 32+93.77 BEGIN BRIDGE -Y1- STA. 35+26.34 END BRIDGE C R E E K M A R T I N M I L L C R E E K MI L L C R EEK RD . BELE W S R O A D C H U RC H PISG A H HASTINGS HILL RD 31 16 2 3 24 25 174 52 0 2 1 6 72 2 8 9 10 11 12 13 14 15 1 9 18 29 30 28 27 26 2010 53,560 79,880 -Y7- -Y5A- -Y5A- POT Sta. 45+00.00 LA -Y5- POT Sta. 45+00.00 LB = IDENTITY % INTERSTATE 40 BUS 421 158 158 US US US WINSTON SALEM NORTHERN BELTWAY (EASTERN SECTION) (FUTURE I-74) FROM US 158 TO I-40 BUS/US 421 WIDENING, GRADING, PAVING, DRAINAGE, SIGNING, SIGNALS, CULVERTS AND STRUCTURES. TO US 311 BEG. PROJ. U-2579B R O A D K E R N E R S VI L L E T O END PROJ. U-2579B ENGINEER HYDRAULICS ENGINEER DESIGN ROADWAY WINSTON-SALEM NO RTH ERN B EL T W AY -L- (FUTURE I-74) WALKERTOWN C IT Y LIM IT WALKERTOWN CITY L IM IT -Y2- OFF-SITE DETOUR ROUTE G ER R Y D R . -Y 6 - CREEKMARTIN MILL CREEKMARTIN MILL -L- STA. 555+73.00 BEGIN BRIDGE -L- STA. 557+98.01 END BRIDGE -Y4RPA- STA. 15+19.24 BEGIN BRIDGE -Y4RPA- STA. 19+00.50 END BRIDGE -Y4CD- STA. 31+63.73 BEGIN BRIDGE -Y4CD- STA. 34+68.98 END BRIDGE -L- STA. 627+13.78 BEGIN BRIDGE -L- STA. 630+18.74 END BRIDGE -Y4RPBD- STA. 25+40.00 BEGIN BRIDGE -Y4RPBD- STA. 27+80.00 END BRIDGE -Y4CD- STA. 47+88.32 END BRIDGE -L- STA. 643+82.64 END BRIDGE FUNC CLASS=INTERSTATE FSTR HPPNHF-0918(46) R\W UTIL R\W -Y5A- STA. 69+53.11 END BRIDGE -Y4RPBD- STA. 43+04.00 BEGIN BRIDGE -Y5- STA. 24+06.99 END BRIDGE -Y5- STA. 22+95.35 BEGIN BRIDGE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III STA. 54+72.30 -Y4RPBD- END BRIDGE STA. 51+70.14 -Y4RPBD- BRIDGE BEGIN -Y4RPBD- STA. 45+17.13 END BRIDGE OCTOBER 21, 2014 F A R M R D B IG M IL L -Y5A- STA. 66+78.58 BEGIN BRIDGE -L- STA. 582+85.67 BEGIN BRIDGE -L- STA. 585+60.73 END BRIDGE LENGTH OF STRUCTURE PROJECT U-2579B = 0.19 Miles. LENGTH OF ROADWAY PROJECT U-2579B = 3.86 Miles. JUNE 19, 2012 W.E. 843.3 POOL FISH HATCHERY W. E. 847.2 POND FISH HATCHERY W. E. 843.4 POND FISH HATCHERY W. E. 859.7 POND W. E. 855.7 POND W. E. 855.6 POND W. E. 853.1 POND W. E. 854.5 POND W. E. 855.7 POND POND W.E. 8420 W.E. 839.1HATCHERY W. E. 852.8POND POND W. E. 852.7 PONDW.E. 832.9 PONDW.E. 843.0 PONDW.E. 843.4 SR 2405 OLD BELEWS CREEK RD 6.2 m BST SHEET 2 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN S S S S S S S WETLAND DENOTES FILL INFF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 1 SITE 2 SITE 3 S S S S S S S S S S S S S S S S S S S S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 5 j h a r v e y 8 / 1 7 / 9 9 5U-2579B M A TC H LIN E - L - S TA . 5 0 0 + 8 3 S H E E T 6 M A T C H LIN E - L - S T A . 4 7 5 + 0 0 S H E E T 4 MATCHLINE - Y1 - STA . 23+65 SHEET 20 MATCHLINE - Y1 - STA . 44+00 SHEET 21 17,480 55,960 15,520 53,560 26,440 83,480 22,160 79,880 BELTWAY US 158 (REIDSVILLE ROAD) 0 50’ 50’ 100’ 25’ DUAL = 3% TTST = 5% DIR = 60% DHV = 10% -Y1- -L- DUAL = 6% TTST = 12% DIR = 60% DHV = 10% 3,460 6,580 3,400 5,800 3,680 6,240 1,220 1,860 2010 ADT 2030 ADT TRAFFIC DIAGRAM R I G H T O F W A Y R E V I S I O N , 11/ 5 / 12 - P A R C E L N U M B E R 3 R E M O V E D 4 7 5 4 8 0 4 8 5 5 0 0 25 4 9 0 4 9 5 2 0 25 3 0 20 2 5 15 2 0 15 2 0 1 5 15 15 30 35 40 US 15 8 B S T US 15 8 2 8 ’ B S T 25 30 35 40 F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F C F F F F F F F F F F F C C C C C C F F F C C 200’ 245’ +30 CHO RD CHO RD CHORD CHORD CHORD 2GI JB w/MH 2GI 2GI 2GI 2GI 2GI 2GI CB 2GI CB 2GI 2GI CB CB 2GI CB 2GI CB 2GI BDO 2GI BDO 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI JB w/Slab Lid 2GI 2GI 2GI 2GI BDO 2GI 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A 3GI-A 3GI-A 2GI-A 2GI-A 2GI-A FS FSFS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS HW AT END BRIDGE BEGIN SHOULDER BERM GUTTER JB w/MH FS FS FS FS FS FS FS STA 478+20 TO 480+50 -L- LT BERM DITCH STA 23+90 TO 25+20 -Y1RPA- RT BERM DITCH AND RETAIN EXISTING 15" RCP ADJUST SLOPE STAKES D Min. D=1.5 Ft. 6:1 Fill Slope 2:1 W ( Not to Scale) FALSE CUT DETAIL #1 N.G. 6:1 D Min. D = 2 ’ W = 5’ Min. AND FLAT GRATE 2GI W/ NARROW SLOTS SLOT 2GI W/ NARROW DI W/ ELBOW 18" CSP CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS W/ ELBOW 15" CSP W/ ELBOW 18" CSP CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 2@7’x6’ RCBC RIP RAP CLASS ’I’ 2GI-A COLLAR SLOT FLAT GRATE 2GI W/ NARROW SLOT FLAT GRATE 2GI W/ NARROW COLLAR SLOT FLAT GRATE 2GI W/ NARROW REMOVE SLOT FLAT GRATE 2GI W/ NARROW 2 ELBOWS 15" CSP W/ 2GI 2 ELBOWS 15" CSP W/ SLOT FLAT GRATE 2GI W/ NARROW COLLAR EXTEND RETAIN AND REMOVE HW Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 18+30 TO 20+65 -Y1LPA- LT EST 37 SY FF EST 15 TONS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TONS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ 3:14: 1 GROUND NATURAL DETAIL #2 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM STA 12+00 TO 18+00 -Y1LPD- RT FROM STA 12+00 TO 16+50 -Y1LPA- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 22+90 TO 24+60 -Y1- RT FROM STA 478+10 TO 479+00 -L- RT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM FROM STA. 41+25 TO 41+56 -Y1- LT B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FROM STA. 41+58 TO 42+02 -Y1- LT FROM STA. 27+62 TO 27+97 -Y1- RT SEE DETAIL#2 SWALE BEHIND C&G SEE DETAIL#3 LATERAL 2’ BASE DITCH SEE DETAIL#2 SWALE BEHIND C&G SEE DETAIL #1 FALSE CUT SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 25 CY SEE DETAIL#8 HEAD DITCH EST. DDE 9 CY SEE DETAIL #7 TAIL DITCH EST. DDE 20 CY SEE DETAIL #8 TAIL DITCH STA. 42+50 -Y1- LT BERM GUTTER END SHOULDER EXTEND RETAIN AND -Y1- LT STA. 41+30 BERM GUTTER BEGIN SHOULDER GUTTER STA 28+10 -Y1- RT END SHOULDER BERM 23+90 -Y1RPA- RT STA 22+75 TO BERM DITCH EST 16 SY FF EST 5 TONS SEE DETAIL #33 (BANKS ONLY) CLASS ’B’ RIP RAP 2:1Natural Ground Filter Fabric d 2: 1 ( Not to Scale) Type of Liner= Class B Rip-Rap DETAIL #33 TAIL DITCH Natural Ground d= 1.5Ft. SEE DETAIL# EST 463 SY FF EST 172 TONS CLASS "B" RIPRAP TOE PROTECTION W/ 42" RCP-III 4 2 " RC P - III 42" RCP-III 42" RCP-III 2 4 " RC P - III 18 " RCP-III 2 4 " RC P - III 15" RCP-IV 42" RCP-III 42" RCP-III 42" RCP-III 1 5 " R C P - I I I 18 " RCP -IV 3 0 " RC P- IV 2 4 " RC P -III 24" RCP-IV15" RCP-III 24" RCP-III 24" RCP-III 18" RC P-III 15" RCP-III 3 6 " RC P - III 3 6 " RC P - III 15" RCP-IV 2 4 " R C P- III 24" RCP-III 24" RCP-III 15" RC P-III 15" RCP-IV 15" RCP-III 18" RCP-III 15" R CP-III 18 " RC P-III 18 " RC P-III 15" RCP-IV 15 " RC P- IV 15 " RC P- IV 30" RCP-V 30" RCP-IV 15" RCP-IV 15 " RC P- IV 42" RCP-III 42 " RCP -IV 15" RC P-IV 15 " RC P-III 18" RCP-III 18" RCP-III 18 " RC P - III 15 " RC P - III 18" RC P-III 2 4" RCP-III 15 " RC P-III 3 0 " RC P - III 15 " RC P - III 15" RCP-III 3 0 " RC P - III 3 0 " R C P - III 3 0 " R C P- III 15 " RC P - IV 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III STA 35+76 -Y1- LT END OF BRIDGE TO SHOULDER BERM GUTTER SEE SHEET 2-TT PSH SEE SHEET 2-TT EST. FF +/- 106 SY EST. DDE +/- 125 CY EST. CLASS I RIPRAP +/- 105 TONS ENERGY DISSIPATOR BASIN STA 24+00 -Y1- LT END SHOULDER BERM GUTTER BENCH FLOODPLAIN INV=844.95 INV=843.66 1 2 " D I C H A N G E I N M A T E RI A L A P P R O X. L O C A TI O N O F 12" V C 12" DI S O IL B SR 2 4 0 5 O LD B E LE W S CR E EK RD 17 ’ B S T S 10’ C O N C S 1S BKD B B C SS S S S OIL GATE M TL GATEMTL S S SOI L 15 " R C P B G AT E MT L 4 8 " C O NC 2 S B KD 1 5 ’ B ST CON C W WD DK BK WALL G R G R SOIL B B GR BLK WALL S OIL 15" R C P 3 S B W 4 S B W 4SBW 4 SB W 4SB W 4 S B W 3SBW 4SB W 3SBW 60" CMP 18 " C L AY C O NC HW 3 0 " R C P 42" RCP 48" CONC 5S B W 12 " R C P 12 " R C P 12 " R C P GR GR GR 48" CONC2 S B KD W 60" WW W/ L T MTL B SOIL B SOI L 15 " R C P 15 " R C P ( A B A N D ) 17’ CONC D I C O N C HW W CONC GR 4 S B W 2 4 " R O C K WA L L WD D K 1S B K D 3 6 " C O N C 15 " R C P R UINS S OIL B T T T 12 " DI 12 " DI 12 " D I 30" RCP INV=867.69 INV=872.30 42" RCP 60" CMP 18" CLAY 15" R CP DAN T. WESTMORELAND LARRY W. WHICKER JANE W. WHICKER E IP 150 .00’ EXIS T ING R / W E XIS T IN G R / W EIP EIP EIP EIP DAN WESTMORELAND JANE WHICKER & KAREN WESTMORELAND DAN WESTMORELAND KAREN WESTMORELAND DAN WESTMORELAND DAN T. WESTMORELAND DAN T. WESTMORELAND 60.00’ E X IS T ING R / W E X IS T ING R / W EIP E IP DAN T. WESTMORELAND DAN T. WESTMORELAND DAN WESTMORELAND JANE WHICKER & DAN WESTMORELAND JANE WHICKER & CAROL WESTMORELAND T O WN O F WA L KE R T O WN TOWN OF WALKERTOWN F O R S Y T H C O U N T Y FORSYTH COUNTY 20’ S A NIT A R Y S E W E R E A S E M E N T SUSAN K. MORETZ FREDERICO B. MORETZ STEPHANIE C. WESTMORELAN DARRELL T. WESTMORELAND & STEPHANIE C. WESTMORELAN DARRELL T. WESTMORELAND & STEPHANIE C. WESTMORELAN DARRELL T. WESTMORELAND & & REALTY CO. PEGG DEVELOPMENT SHEET 3 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN S S S S S S S WETLAND DENOTES FILL INFF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 1 SITE 2 SITE 3 S S S S S S S S S S S S S S S S S S S S 8 5 8 8 5 8 858 8 6 0 8 6 0 8 6 0 8 6 2 862 8 6 4 864 8 6 48 6 6 866 8 6 6 8 6 6 8 6 8 8 6 8 868 8 6 8 8 6 8 8 68 8 7 0 870 870 870 8 7 0 870 8 7 0 870 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 870 8 7 2 872 8 7 2 872 8 7 2 8 7 2 8 7 2 8 7 2 872 8 7 4 874 8 7 4 8 7 4 8 7 4 8 7 4 8 7 4 8 7 4 874 874 8 7 4 8 7 6 876 8 7 6 8 7 6 876 8 7 6 8 7 6 8 7 6 8 7 6 876 8 7 6 876 8 7 6 876 876 8 7 8 8 7 8 878 8 7 8 8 7 8 878 8 7 8 878 8 7 8 878 8 7 8 878 8 7 8 878 878 87 8 878 8 7 8 878 878 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 880 880 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 880 880 8 8 0 8 8 0 880 880 8 8 0 880 8 8 0 8 80 8 8 0 8 8 08808 8 0 8808 8 2 8 8 2 8 8 2 8 8 2 8 8 2 8 8 2 882 8 8 2 8 8 2 8 8 2 8 8 2 8 8 2 882 8 8 2 8 8 2 8 8 2 882 882 882 882 8 8 2 882 8 8 2 882 884 8 8 4 8 8 4 8 8 4 8 8 4 884 8 8 4 884 884 8 8 4 8 8 4 8848 8 4 8 8 4 8 8 4 8 8 4 884 884 8 8 4 884 886 8 8 6 886 8 8 6 8 8 6 8 8 6 886 886 8 8 6 8 8 6 8 8 6 8 8 6 8 8 6 8 8 6 8 8 6 8 8 6 886 8 8 6 8 8 6 886 886 886 8 8 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 888 8 8 8 888 8 8 8 8 8 8 8 8 8 8 8 8 888 8 8 8 888 8 8 8 888 888 8 8 8 8 8 8888 888 890 8 9 0 890 890 8 9 0 890 890 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 890 8 9 0 890 890 8 9 0 890890 890 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 890 8 9 0 8 9 0 890 8 9 0 8 9 0 8 9 0 890 890 8 9 0 890 8 9 0 8 9 0 890890892 8 9 2 892 8 9 2 8 9 2 892 8 9 2 8 9 2 8 9 2 8 9 2 892 8 9 2 892 8 9 2 892 8 9 2 8 9 2 892 892 8 9 2 892 8 9 2 892892 892 892 8 9 2 894 8 9 4 894 8 9 4 8 9 4 8 9 4 8 9 4 8 9 4 894 8 9 4 894 8 9 4 894 894 8 9 4 8 9 4 894 894 8 9 4 894 8 9 4 894 894 8 9 4 894894 894 894 894 896 896 896 896 896 8 9 6 8 9 6 8 9 6 8 9 6 8 9 6 896 896 896 8 9 6 8 9 6 8 9 6 8 9 6 896 896 8 9 6 8 9 6 8 9 6 896 8 9 6 896 896 896 8 9 6 8 9 6 8 9 6 898 898 898 8 9 8 898 898 898 8 9 8 8 9 8 8 9 8 8 9 8 8 9 8 8 9 8 8 9 8 8 9 8 8 9 8 8 9 8 8 9 8 8 9 8 8 9 8 898 89 8 898898 898 898 8 9 8 898 8 9 8 8 9 8 898 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 900 900 900900 9 0 0 9 0 0 9 0 0 9 0 0 900 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 900 9 0 0 9 0 0 900 9 0 0 900 900 9 0 0 9 0 0 9 0 0 9 0 0 900 900 900 9 0 0 900 9 0 0 900 9 0 0 900 9 0 0 900900 9 0 0 900 9 0 0 900 9 0 0 9 0 0 900900 9009 0 0 9 0 2 9 0 2 902 902 902 902 9 0 2 9 0 2 902 9 0 2 902 9 0 2 9 0 2 902 9 0 2 902 9 0 2 9 0 2 9 0 2 9 0 2 902 9 0 2 902 9 0 2 902 9 0 2 902 902 902 9 0 4 904 904 904 9 0 4 904 9 0 4 9 0 4 9 0 49 0 4 904 9 0 4 904 904 9 0 4 904 9 0 4 9 0 4 9 0 4 9 0 4 904904 9 0 4 904 9 0 4 904 9 0 4 904 906 906 9 0 6 9 06 9 0 6 906 9 0 6 906 906 9 0 6 9 0 6 9 0 6 906 9 0 6 906 906 9 0 6 9 0 6 9 0 6 9 0 6 906 9 0 6 906 906 9 0 6 906 906 906 908 908 9 0 8 908 908 9 0 8 9 0 8 908 9 0 8 9 0 8 9 0 8 9 0 8 908 908 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8908 908 9 0 8 908 9 0 8 908 908 9 0 8 9 0 8 9 10 910 910 9 1 0 9 10 9 1 0 910 9 10 9 10 9109 10 9 10 9 10 910 910 9 1 0 910 9 10 9 10 9 10 9 10 9 10 9 10 910 910 910 9 1 0 910 9 10 9 1 0 9 1 0 9 10 9 10 910 910 9 1 0 9 10 910 910 9 1 0 9 10 910 9 10 9 10 910 910 9 10 9 10 910 910 910 9 10 9 1 0 9 10 910 910 910 9 1 2 912 9 1 2 912 912 912 9 12 9 1 2 9 12 9 12 912 9 12 912 9 1 2 9 12 912 912 9 1 2 912 9 12 912 9 1 2 912 912 9 12 9 12 9 12 9 12 9 1 2 9 12 912 9 1 4 914 914 914 914 914 9 14 9 1 4 9 14 9 1 4 914 9 14 914 9 14 9 14 9 1 4 914 914 914 914 9 14 914 9 1 4 9 14 9 14 914 9 14 914 914 9 1 6 9 1 6 916 916916 916 9 16 916 9 16 916 916 9 16 916 916 9 16 9 1 6 916 9 1 6 916 9 16 916 9 1 6 9 16 9 1 6 916 916 9 1 6 916 918 918 9 1 8 918 9 1 8 9 18918 9 1 8 918 9 18 9 1 8 918 918 9 18 9 1 8 9 18 9 1 8 9 18 918 9 18 9 1 8 9 1 8 9 18 918 9 18 9 1 8 9 18 9 1 8 9 1 8 9 1 8 918 918 918 920 920 9 2 0 920 9 2 0 920 9 2 0 920 920 920 920 920 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 920 920 920 9 2 0 9 2 0 920 920 920 920 9 2 0 9 2 0 9 2 0 9 2 0 920 9 2 0 9 2 0 920 9 2 0 920 920 9 2 0 920 920 920 9 2 0 920 9 2 0 920 9 2 0 920 9 2 0 920 9 2 0 920 9 2 0 920 9 2 0 920 922 922 9 2 2922 922 922 9 2 2 9 2 2 9 2 2 922 922 9 2 2 922 922 9 2 2 922 9 2 2 922 922 922 922 922 922 922 9 2 2 922 9 2 2 9 2 2 922 922 922 924 924 924 924924 924 9 2 4 924 9 2 4 924 924 9 2 4 9 2 4 9 2 4 9 2 4 9 2 4 924 924 9 2 4 9 2 4 9 2 4 924 924 9 2 4 924 9 2 4 926 926 9 2 6 9 2 6 926 926 9 2 6 9 2 6 926 9 2 6 9 2 6 9 2 6 9 2 6 9 2 6 926 9 2 6 926 9 2 6 926 9 2 6 926 926 9 2 6 9 2 6 9 2 8 9 2 8 928 928 928 928 9 2 8 928 928 9 2 8 928 9 2 8 9 2 8 928 9 2 8 9 2 8 928 9 2 8 9 2 8 928 9 2 8 9 2 8 9 2 8 9 2 8 928 9 3 0 9 3 0 9 3 0 930 930 9 3 0 930 930930 930 930 9 3 0 9 3 0 930 930 930 9 3 0 9 3 0 9 3 0 930 9 3 0 9 3 0 9 3 0 930 930 9 3 0 9 3 0 9 3 0 9 3 0 930 930 9 3 0 930 9 3 0 930 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 930 932 9 3 2 9 3 2 932 932 9 3 2 932 9 3 2 9 3 2 932 9 3 2 932 932 9 3 2 9 3 2 932 9 3 2 9 3 2 9 3 2 9 3 2 9 34 9 3 4 934 934 934 934 934 9 3 4 9 3 4 9 3 4 9 3 4 9 3 4 934 934 9 3 4 934 9 3 4934 9 3 4 9 3 4 934 934 936 936 9 3 6 936 936 9 3 6 936 9 3 6 9 3 6 9 3 6 9 3 6 9 3 6 9 3 6 9 3 6 936 936 936 9 3 6 9 3 6 9 3 6 9 3 69 3 6 9 3 8 93 8 9 3 8 938 938 9 3 8 9 3 8 9 3 8 9 3 8 9 3 8 9 3 8 938 9 3 8 9 3 8 9 3 8 9 3 8 9 3 8 940 94 0 9 4 0 940 940 9 4 0 940 940 94 0 9 4 0 940 9 4 0 9 4 0 940 9 4 0 9 4 0 940 9 4 0 940 940 9 4 0 940 940 9 4 0 9 4 0 9 4 0 940 942 942 9 4 2 942 9 4 2 942 9 4 2 9 4 2 942 942 9 4 2 942 9 4 4 9 4 4 9 4 4 944 9 4 4 94 4 944 944 9 4 4 9 4 4 9 4 4 9 4 6 946 946 9 4 6 9 4 6 9 4 6 948 8 5 0 850 850 85 0 8 5 0 8 5 0 8 5 0 8 6 0 860 8 6 0 8 6 0 860 860 8 6 0 8 6 0 8 6 0 8 6 0 8 6 0 8 6 0 860 860 860 860 8 6 0 860 860 860 860 860 860 870 870 870 870 870 870 870 8 7 0 8 7 0 8 7 0 870 8 7 0 8 7 0 8 7 0 870 870 870 8 7 0 870 870 870 8 7 0 87 0 870 8 7 0 8 7 0 8 7 0 87 0 8 7 0 8 7 0 8 7 0 870 880 880 880 880 8 80 880 8 8 0 8 8 0 880 880 8 8 0 880 880 8 8 0 880 880 880 8 8 0 880 8 8 0 8 8 0 8 8 0 8 8 0 880 8 8 0 8 8 0 880 8 8 0 880 880 880 880 8 8 0 8 8 0 8 8 0 880 8 8 0 8 8 0 8 8 0 8 8 0 880 8 8 0 880 880 8 8 0 8 8 0 880 8 8 0 8 8 0 8 8 0 880 8 8 0 8 8 0 880 880 8 8 0 880 880 89 0 890 890 890 8 9 0 890 890 8 9 0 8 9 0 89 0 890 8 9 0 8 9 0 890 890 8 9 0 890 890 890 8 9 0 8 9 0 890 8 9 0 890 8 9 0 8 9 0 8 9 0 890 890 890 890 8 9 0 8 9 0 890 8 9 0 8 9 0 890 890 89 0 890890 890 890 890 8 9 0 8 9 0 8 9 0 8 9 0 890 890 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 890 890 890 890 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 900 9 0 0 900 900 900 9 0 0 9 0 0 900 900 9 0 0 9 0 0 900 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 900 900 9 0 0 9 0 0 900 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 900 900 900900 900 9 0 0 900 9 0 0 9 0 0 900 9 0 0 900 900 900 9 0 0 900 9 0 0 900 900 900 9 0 0 9 0 0 900 900 900 9 0 0 9 0 0 9 0 0 9 00 900 9 0 0 900 900 900 9 0 0 9 0 0 9 0 0 900 9 0 0 9 0 0 900 900 900 9 0 0 900 900 900 900 900 900 9 0 0 9 0 0 910 9 10 9 10 9 10 9 10 910 910 9 1 0 9 10 9 10 910 910910 9 10 9 10 9 10 9 10 910 9 10 910 9 10 9 10 9 10 9 10 9 10 9 10 9 10 910 910 9 10 9 10 9 1 0 910 910 910 9 1 0 910 9 10 9 10 910 9 10 9 10 910 9 1 0 910 910 9 10 9 10 9 10 910 910 9 10 9 1 0 9 1 0 9 10 910 910 9 10910 910 9 1 0 9 1 0910 910 9 10 9 1 0 9 10 910 910 910 910 9 1 0 910 910 910 920 920 920 920 920 920 920 9 2 0 920 920 920 920 920 9 20 920 920 9 2 0 9 2 0 9 2 0 920 920 920 920 920 920 9 2 0 920 920 920 920 920 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 92 0 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 920 920 9 2 0 9 2 0 920 920 9 2 0 920 920 9 2 0 9 2 0 920920 9 2 0 920 92 0 9 2 0 9 2 0 920 9 2 0 9 2 0 9 2 0 9 2 0 930 930 9 3 0 9 30 93 0 930 930 930 9 3 0 930930 930 930 930 9 30 9 3 0 9 3 0 930 930 930 9 3 0 9 3 0 930 9 30 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 30 9 3 0 9 3 0 930 930 9 30 930 9 3 0 930 930 9 3 0 9 3 0 9 3 0 930 930 940 940 940 9 4 0 9 4 0 940 9 4 0 9 4 0 940 940 940 9 4 0 940 9 4 0 9 4 0 940 9 4 0 9 4 0 940940 9 4 0 940 9 4 0 9 4 0 940 9 4 0 94 0 9 4 0 9 4 0 940 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 5 _ c o n j h a r v e y 8 / 1 7 / 9 9 5U-2579B M A TC H LIN E - L - S TA . 5 0 0 + 8 3 S H E E T 6 M A T C H LIN E - L - S T A . 4 7 5 + 0 0 S H E E T 4 MATCHLINE - Y1 - STA . 23+65 SHEET 20 MATCHLINE - Y1 - STA . 44+00 SHEET 21 17,480 55,960 15,520 53,560 26,440 83,480 22,160 79,880 BELTWAY US 158 (REIDSVILLE ROAD) 0 50’ 50’ 100’ 25’ DUAL = 3% TTST = 5% DIR = 60% DHV = 10% -Y1- -L- DUAL = 6% TTST = 12% DIR = 60% DHV = 10% 3,460 6,580 3,400 5,800 3,680 6,240 1,220 1,860 2010 ADT 2030 ADT TRAFFIC DIAGRAM R I G H T O F W A Y R E V I S I O N , 11/ 5 / 12 - P A R C E L N U M B E R 3 R E M O V E D 4 7 5 4 8 0 4 8 5 5 0 0 25 4 9 0 4 9 5 2 0 25 3 0 20 2 5 15 2 0 15 2 0 1 5 15 15 30 35 40 US 15 8 B S T US 15 8 2 8 ’ B S T 25 30 35 40 F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F C F F F F F F F F F F F C C C C C C F F F C C 200’ 245’ +30 CHO RD CHO RD CHORD CHORD CHORD 2GI JB w/MH 2GI 2GI 2GI 2GI 2GI 2GI CB 2GI CB 2GI 2GI CB CB 2GI CB 2GI CB 2GI BDO 2GI BDO 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI JB w/Slab Lid 2GI 2GI 2GI 2GI BDO 2GI 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A 3GI-A 3GI-A 2GI-A 2GI-A 2GI-A FS FSFS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS HW AT END BRIDGE BEGIN SHOULDER BERM GUTTER JB w/MH FS FS FS FS FS FS FS STA 478+20 TO 480+50 -L- LT BERM DITCH STA 23+90 TO 25+20 -Y1RPA- RT BERM DITCH AND RETAIN EXISTING 15" RCP ADJUST SLOPE STAKES D Min. D=1.5 Ft. 6:1 Fill Slope 2:1 W ( Not to Scale) FALSE CUT DETAIL #1 N.G. 6:1 D Min. D = 2 ’ W = 5’ Min. AND FLAT GRATE 2GI W/ NARROW SLOTS SLOT 2GI W/ NARROW DI W/ ELBOW 18" CSP CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS W/ ELBOW 15" CSP W/ ELBOW 18" CSP CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 2@7’x6’ RCBC RIP RAP CLASS ’I’ 2GI-A COLLAR SLOT FLAT GRATE 2GI W/ NARROW SLOT FLAT GRATE 2GI W/ NARROW COLLAR SLOT FLAT GRATE 2GI W/ NARROW REMOVE SLOT FLAT GRATE 2GI W/ NARROW 2 ELBOWS 15" CSP W/ 2GI 2 ELBOWS 15" CSP W/ SLOT FLAT GRATE 2GI W/ NARROW COLLAR EXTEND RETAIN AND REMOVE HW Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 18+30 TO 20+65 -Y1LPA- LT EST 37 SY FF EST 15 TONS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TONS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ 3:14: 1 GROUND NATURAL DETAIL #2 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM STA 12+00 TO 18+00 -Y1LPD- RT FROM STA 12+00 TO 16+50 -Y1LPA- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 22+90 TO 24+60 -Y1- RT FROM STA 478+10 TO 479+00 -L- RT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM FROM STA. 41+25 TO 41+56 -Y1- LT B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FROM STA. 41+58 TO 42+02 -Y1- LT FROM STA. 27+62 TO 27+97 -Y1- RT SEE DETAIL#2 SWALE BEHIND C&G SEE DETAIL#3 LATERAL 2’ BASE DITCH SEE DETAIL#2 SWALE BEHIND C&G SEE DETAIL #1 FALSE CUT SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 25 CY SEE DETAIL#8 HEAD DITCH EST. DDE 9 CY SEE DETAIL #7 TAIL DITCH EST. DDE 20 CY SEE DETAIL #8 TAIL DITCH STA. 42+50 -Y1- LT BERM GUTTER END SHOULDER EXTEND RETAIN AND -Y1- LT STA. 41+30 BERM GUTTER BEGIN SHOULDER GUTTER STA 28+10 -Y1- RT END SHOULDER BERM 23+90 -Y1RPA- RT STA 22+75 TO BERM DITCH EST 16 SY FF EST 5 TONS SEE DETAIL #33 (BANKS ONLY) CLASS ’B’ RIP RAP 2:1Natural Ground Filter Fabric d 2: 1 ( Not to Scale) Type of Liner= Class B Rip-Rap DETAIL #33 TAIL DITCH Natural Ground d= 1.5Ft. SEE DETAIL# EST 463 SY FF EST 172 TONS CLASS "B" RIPRAP TOE PROTECTION W/ 42" RCP-III 4 2 " RC P - III 42" RCP-III 42" RCP-III 2 4 " RC P - III 18 " RCP-III 2 4 " RC P - III 15" RCP-IV 42" RCP-III 42" RCP-III 42" RCP-III 1 5 " R C P - I I I 18 " RCP -IV 3 0 " RC P- IV 2 4 " RC P -III 24" RCP-IV15" RCP-III 24" RCP-III 24" RCP-III 18" RC P-III 15" RCP-III 3 6 " RC P - III 3 6 " RC P - III 15" RCP-IV 2 4 " R C P- III 24" RCP-III 24" RCP-III 15" RC P-III 15" RCP-IV 15" RCP-III 18" RCP-III 15" R CP-III 18 " RC P-III 18 " RC P-III 15" RCP-IV 15 " RC P- IV 15 " RC P- IV 30" RCP-V 30" RCP-IV 15" RCP-IV 15 " RC P- IV 42" RCP-III 42 " RCP -IV 15" RC P-IV 15 " RC P-III 18" RCP-III 18" RCP-III 18 " RC P - III 15 " RC P - III 18" RC P-III 2 4" RCP-III 15 " RC P-III 3 0 " RC P - III 15 " RC P - III 15" RCP-III 3 0 " RC P - III 3 0 " R C P - III 3 0 " R C P- III 15 " RC P - IV 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III STA 35+76 -Y1- LT END OF BRIDGE TO SHOULDER BERM GUTTER SEE SHEET 2-TT PSH SEE SHEET 2-TT EST. FF +/- 106 SY EST. DDE +/- 125 CY EST. CLASS I RIPRAP +/- 105 TONS ENERGY DISSIPATOR BASIN STA 24+00 -Y1- LT END SHOULDER BERM GUTTER BENCH FLOODPLAIN INV=844.95 INV=843.66 1 2 " D I C H A N G E I N M A T E RI A L A P P R O X. L O C A TI O N O F 12" V C 12" DI S O IL B SR 2 4 0 5 O LD B E LE W S CR E EK RD 17 ’ B S T S 10’ C O N C S 1S BKD B B C SS S S S OIL GATE M TL GATEMTL S S SOI L 15 " R C P B G AT E MT L 4 8 " C O NC 2 S B KD 1 5 ’ B ST CON C W WD DK BK WALL G R G R SOIL B B GR BLK WALL S OIL 15" R C P 3 S B W 4 S B W 4SBW 4 SB W 4SB W 4 S B W 3SBW 4SB W 3SBW 60" CMP 18 " C L AY C O NC HW 3 0 " R C P 42" RCP 48" CONC 5S B W 12 " R C P 12 " R C P 12 " R C P GR GR GR 48" CONC2 S B KD W 60" WW W/ L T MTL B SOIL B SOI L 15 " R C P 15 " R C P ( A B A N D ) 17’ CONC D I C O N C HW W CONC GR 4 S B W 2 4 " R O C K WA L L WD D K 1S B K D 3 6 " C O N C 15 " R C P R UINS S OIL B T T T 12 " DI 12 " DI 12 " D I 30" RCP INV=867.69 INV=872.30 42" RCP 60" CMP 18" CLAY 15" R CP DAN T. WESTMORELAND LARRY W. WHICKER JANE W. WHICKER E IP 150 .00’ EXIS T ING R / W E XIS T IN G R / W EIP EIP EIP EIP DAN WESTMORELAND JANE WHICKER & KAREN WESTMORELAND DAN WESTMORELAND KAREN WESTMORELAND DAN WESTMORELAND DAN T. WESTMORELAND DAN T. WESTMORELAND 60.00’ E X IS T ING R / W E X IS T ING R / W EIP E IP DAN T. WESTMORELAND DAN T. WESTMORELAND DAN WESTMORELAND JANE WHICKER & DAN WESTMORELAND JANE WHICKER & CAROL WESTMORELAND T O WN O F WA L KE R T O WN TOWN OF WALKERTOWN F O R S Y T H C O U N T Y FORSYTH COUNTY 20’ S A NIT A R Y S E W E R E A S E M E N T SUSAN K. MORETZ FREDERICO B. MORETZ STEPHANIE C. WESTMORELAN DARRELL T. WESTMORELAND & STEPHANIE C. WESTMORELAN DARRELL T. WESTMORELAND & STEPHANIE C. WESTMORELAN DARRELL T. WESTMORELAND & & REALTY CO. PEGG DEVELOPMENT E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * 12.5 25 50250 PLANS MECHANIZED CLEARING EXCAVATION FILL IN WETLAND R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 05-1U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 5 _ S I T E 1 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 4 OF 64 PERMIT DRAWING SURFACE WATER IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL IN SITE 1 S S S S S S S 2 0 C C F F F F F F F C JB w/Slab Lid HW CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS SLOT FLAT GRATE 2GI W/ NARROW COLLAR EXTEND RETAIN AND REMOVE HWEST 37 SY FF EST 15 TONS RIP RAP CLASS ’B’ SEE DETAIL#2 SWALE BEHIND C&G SEE DETAIL#3 LATERAL 2’ BASE DITCH EST. DDE 20 CY SEE DETAIL #8 TAIL DITCH GUTTER STA 28+10 -Y1- RT END SHOULDER BERM SEE DETAIL#EST 463 SY FFEST 172 TONSCLASS "B" RIPRAPTOE PROTECTION W/ 42" RCP-III 4 2 " RC P -IV BENCH FLOODPLAIN 42" RCP 12 " R C P 12 " R C P GR GR GR 48" CONC 2 S B K D W 60" WW W/ L T MTL B C O N C H W 42" RCP E IP 150 .00’ E X IS T IN G R / W E X IS T IN G R / W DAN WESTMORELAND JANE WHICKER & T O WN O F W A L K E R T O W N F O R S Y T H C O U N T Y SUSAN K. MORETZ FREDERICO B. MORETZ & REALTY CO. PEGG DEVELOPMENT 12.5 25 50250 PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 05-2U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 5 _ S I T E 2 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION S S SURFACE WATER DENOTES IMPACTS IN SURFACE WATER IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SURFACE WATER TEMP IMPACTS IN SHEET 5 OF 64 PERMIT DRAWING SITE 2 S S S S S S S S S S S S S 2 0 1 5 C C C C C C F F F F F 2GI 2GI 2GI 2GI 2GI-A FSFS FS JB w/MH FS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST 16 SY FF EST 5 TONS SEE DETAIL #33 (BANKS ONLY) CLASS ’B’ RIP RAP 30" RCP - I I I 1 5 " R C P - I I I 15" RCP-III 3 0 " R C P - I I I 3 0 " R C P - III 3 0 " R C P - III S B G A T E MT L S OIL 4SBW 4 SB W 4 S B W 3SBW KAREN WESTMORELAND DAN WESTMORELAND DAN T. WESTMORELAND 12.5 25 50250 PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 05-3U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 5 _ S I T E 3 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SURFACE WATER IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SURFACE WATER TEMP IMPACTS IN SHEET 6 OF 64 PERMIT DRAWING S S S S S S S SITE 3 MATCHLINE - Y1 - STA . 23+65 SHEET 20 F C F F F F 2@7’x6’ RCBC RIP RAP CLASS ’I’ EST 37 SY FF EST 15 TONS RIP RAP CLASS ’B’ EST. DDE 20 CY SEE DETAIL #8 TAIL DITCH SEE DETAIL# EST 463 SY FF EST 172 TONS CLASS "B" RIPRAP TOE PROTECTION W/ STA 24+00 -Y1- LT END SHOULDER BERM GUTTER BENCH FLOODPLAIN 48" CONC 5S B W 12 " R C P 12 " R C P 12 " R C P GR GR GR 48" CONC 2 S B K D W 60" WW W/ L T MTL E IP T O WN O F W A L K E R T O W N F O R S Y T H C O U N T Y SUSAN K. MORETZ FREDERICO B. MORETZ STEPHANIE C. WESTMORELAN DARRELL T. WESTMORELAND & & REALTY CO. PEGG DEVELOPMENT SHEET 7 OF 64 PERMIT DRAWINGSSSURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 4 SITE 5 SITE 5A S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 166 ES-S39EI DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 6 j h a r v e y 8 / 1 7 / 9 9 6U-2579B M A T C H LIN E - L - S T A . 5 0 0 + 8 3 S H E E T 5 M A T C H LI N E - L - S T A . 5 1 2 + 0 0 S H E E T 7 5 0 5 5 10 F F F F F F CHORD 2GI 2GI-A 2GI-A FS FS FS HW HW STA 510+35 -L- RT END SHOULDER BERM GUTTER STA 509+50 -L- LT END SHOULDER BERM GUTTER JB w/MH REMOVE JB w/MH SPRING BOX CONNECTORS AND ROD AND LUG 30" CSP W/ 2 ELBOWS 2GI W/ FLAT GRATE CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS STA. 501+50 -L- RT BERM GUTTER BEGIN SHOULDER 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 21 SY FF EST 8 TONS RIP RAP CLASS ’B’ Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 507+60 TO 509+10 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 507+00 TO 512+00 -L- RT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 505+50 TO 507+55 -L- LT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM STA. 11+48 TO 11+52 -Y1RPD- LT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 504+03 TO 504+38 -L- RT SEE DETAIL#14 W/ 316 SY FF EST. 117 TONS LATERAL ’V’ DITCH W/ CLASS ’B’ RIP RAP EST. DDE 10CY SEE DETAIL#7 TAIL DITCH EST. DDE 10CY SEE DETAIL#9 TAIL DITCH SEE XSC STA 510+50 TO 512+00 -L- RT FILL SLOPE SHOULD BE 4:1 OR FLATTERSEE DETAIL#12 W/ 883 SY FF EST. 336 TONS LATERAL 2’ BASE DITCH W/ CLASS ’B’ RIP RAP FLAT GRATE 2GI W/ Natural Ground Filter Fabric d 2: 1 B D ( Not to Scale) Type of Liner= Class I Rip-Rap B= 3.0Ft. Max. d= 2.0Ft. Min. D= 2.0Ft. DETAIL #32 TAIL DITCH Natural Ground FROM STA. TO STA. 2:1 EST. 47 FF EST. 21 TONS SEE DETAIL #32 (BANKS ONLY) CLASS ’I’ RIP RAP SEE DETAIL#6 EST. 231 SY FF EST. 86 TONS CLASS "B" RIPRAP TOE PROTECTION W/ EST. DDE 20CY SEE DETAIL#9 TAIL DITCH EST. 47 FF EST. 21 TONS SEE DETAIL #32 (BANKS ONLY) CLASS ’I’ RIP RAP 18" R C P-I V 1 5 " R C P - IV 15" RCP-IV 4 8 " R C P- C D 4 8 " R C P- C D 54" RCP-III 48" RCP-CD 48" RCP-CD 54" RCP-III 1 5 " R C P - IV 3 0 " R C P - IV 30" RCP-III 30" RCP-III30" RCP-III 1 5 " R C P - IV 15 " R C P - IV 8" DIP STA 500+99.79 -L- LT BEGIN SHOULDER BERM GUTTER 3 0 " C M P 1 S B K D S W. E. 897.3POND GRAU-350 3 0 " C M P I N V = 8 6 0. 1 5 I N V = 8 6 0. 3 8 DAN T. WESTMORELAND EIP STONE KAREN WESTMORELAND DAN WESTMORELAND BAPTIST CHURCH GOSPEL LIGHT ILENA B. DILLON ROBERT J. DILLON FORSYTH COUNTY TOWN OF WALKERTOWN FORSYTH COUNTY F O R S Y T H C O U N T Y T O W N O F W A L K E R T O W N TOWN OF WALKERTOWN SHEET 8 OF 64 PERMIT DRAWINGSSSURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 4 SITE 5 SITE 5A S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8 6 0 8 6 0 8 6 0 860 8 6 0 860 8 6 0 860 8 7 0 8 7 0 870 870 870 8 7 0 870 870 8 7 0 870 870 870 870 8 7 0 870 870 8 7 0 8 7 0 8 7 0 8 7 0 8 7 0 870 870 880 8 8 0 8 8 0 8 8 0 8 8 0 880 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 880 880 880 880 880 880 8 8 0 880 8 8 0 880 8 8 0 8 8 0 880 880 880 880 8 8 0 8 8 0 880 880 880 8 8 0 8 8 0 880 8 8 0 8 8 0 8 8 0 890 8 9 0 890 890 8 9 0 890 890 890 8 9 0 890 890 8 9 0 890 8 9 0 8 9 0 890 8 9 0 890 8 9 0 890 890 890 8 9 0 8 9 0 890 890 890 890 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 8 9 0 890 900 9 0 0 9 0 0 900 9 0 0 900 900 9 0 0 900 900 900 9 0 0 9 0 0 9 0 0 900 900 9 00 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 900 900 9 0 0 9 0 0 9 0 0 900 9 0 0 910 910 9 10 9 10 9 1 0 910 910 910 910 910 910 9 10 9 10 910 910 9 1 0 910 910 9 10 910 9 10 9 10 9 10 9 10 910 920 9 2 0 9 2 0 920 920 920 9 2 0 9 2 0 9 2 0 166 ES-S39EI DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 6 _ c o n j h a r v e y 8 / 1 7 / 9 9 6U-2579B M A T C H LIN E - L - S T A . 5 0 0 + 8 3 S H E E T 5 M A T C H LI N E - L - S T A . 5 1 2 + 0 0 S H E E T 7 5 0 5 5 10 F F F F F F CHORD 2GI 2GI-A 2GI-A FS FS FS HW HW STA 510+35 -L- RT END SHOULDER BERM GUTTER STA 509+50 -L- LT END SHOULDER BERM GUTTER JB w/MH REMOVE JB w/MH SPRING BOX CONNECTORS AND ROD AND LUG 30" CSP W/ 2 ELBOWS 2GI W/ FLAT GRATE CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS STA. 501+50 -L- RT BERM GUTTER BEGIN SHOULDER 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 21 SY FF EST 8 TONS RIP RAP CLASS ’B’ Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 507+60 TO 509+10 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 507+00 TO 512+00 -L- RT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 505+50 TO 507+55 -L- LT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM STA. 11+48 TO 11+52 -Y1RPD- LT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 504+03 TO 504+38 -L- RT SEE DETAIL#14 W/ 316 SY FF EST. 117 TONS LATERAL ’V’ DITCH W/ CLASS ’B’ RIP RAP EST. DDE 10CY SEE DETAIL#7 TAIL DITCH EST. DDE 10CY SEE DETAIL#9 TAIL DITCH SEE XSC STA 510+50 TO 512+00 -L- RT FILL SLOPE SHOULD BE 4:1 OR FLATTERSEE DETAIL#12 W/ 883 SY FF EST. 336 TONS LATERAL 2’ BASE DITCH W/ CLASS ’B’ RIP RAP FLAT GRATE 2GI W/ Natural Ground Filter Fabric d 2: 1 B D ( Not to Scale) Type of Liner= Class I Rip-Rap B= 3.0Ft. Max. d= 2.0Ft. Min. D= 2.0Ft. DETAIL #32 TAIL DITCH Natural Ground FROM STA. TO STA. 2:1 EST. 47 FF EST. 21 TONS SEE DETAIL #32 (BANKS ONLY) CLASS ’I’ RIP RAP SEE DETAIL#6 EST. 231 SY FF EST. 86 TONS CLASS "B" RIPRAP TOE PROTECTION W/ EST. DDE 20CY SEE DETAIL#9 TAIL DITCH EST. 47 FF EST. 21 TONS SEE DETAIL #32 (BANKS ONLY) CLASS ’I’ RIP RAP 18" R C P-I V 1 5 " R C P - IV 15" RCP-IV 4 8 " R C P- C D 4 8 " R C P- C D 54" RCP-III 48" RCP-CD 48" RCP-CD 54" RCP-III 1 5 " R C P - IV 3 0 " R C P - IV 30" RCP-III 30" RCP-III30" RCP-III 1 5 " R C P - IV 15 " R C P - IV 8" DIP STA 500+99.79 -L- LT BEGIN SHOULDER BERM GUTTER 3 0 " C M P 1 S B K D S W. E. 897.3POND GRAU-350 3 0 " C M P I N V = 8 6 0. 1 5 I N V = 8 6 0. 3 8 DAN T. WESTMORELAND EIP STONE KAREN WESTMORELAND DAN WESTMORELAND BAPTIST CHURCH GOSPEL LIGHT ILENA B. DILLON ROBERT J. DILLON FORSYTH COUNTY TOWN OF WALKERTOWN FORSYTH COUNTY F O R S Y T H C O U N T Y T O W N O F W A L K E R T O W N TOWN OF WALKERTOWN SHEET 9 OF 64 PERMIT DRAWINGSSSURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 6S S S S S S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 7 j h a r v e y 8 / 1 7 / 9 9 7U-2579B M A T C H LIN E - L - S T A . 5 12 + 0 0 S H E E T 6 M A T C H LIN E - L - S TA . 5 2 4 + 6 2 S H E E T 8 MATCHLINE - Y2 - STA. 15+61 SHEET 22 M A T C H L I N E - Y 2 - S T A. 24+ 81 S H E E T 23 5 15 5 2 0 2 0 S R 2 3 8 5 WALKE R T OWN / GUT H R IE R D 2 0 ’ B S T END W.W. FENCE END W.W. FENCE BEGIN W.W. FENCE BEGIN W.W. FENCE F F FF F C C C C C C C C C C C F 2GI 2GI 2GI JB w/MH 2GI 2GI 2GI 2GI 1 5 " 15 " FS FS 2GI-A 2GI-A FS FS FS FS FS HW STA 522+00 -L- RT BEGIN SHOULDER BERM GUTTER STA 521+50 -L- LT BEGIN SHOULDER BERM GUTTER FS 2 ELBOWS 15" CSP W/ 2GI EST 38 SY FF EST 17 TONS RIP RAP CLASS ’I’ LATERAL ’V’ DITCH ( Not to Scale) Natural Ground D 2: 1 2:1 b Fill Slope 1"/Ft. DETAIL #4 b= 5 Ft. Min. D= 2 Ft. FROM STA 512+50 TO 513+45 -L- LT FROM STA 511+75 TO 512+50 -L- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 522+60 TO 523+50 -L- LT FROM STA 522+00 TO 523+20 -L- RT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 522+42 TO 522+45 -L- LT SEE DETAIL#4 LATERAL ’V’ DITCH SEE DETAIL#4 LATERAL ’V’ DITCH S E E P R O F I L E F O R G R A D E S P E C I A L D I T C H G R A D E SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 6CY SEE DETAIL #9 HEAD DITCH -BEGIN BRIDGE STA 18+60 -Y2- LT&RT SBG TBDI TBDI SEE DETAIL#6 EST. 139 SY FF EST. 51 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 185 SY FF EST 69 TONS CLASS "B" RIPRAP TOE PROTECTION W/ 30" RCP-III 2 4 " R C P - I II 24" RCP-III 24" RCP-III 2 4 " R C P - IV 2 ELBOWS 15" CSP W/ 15" R C P- I I I 15" R C P - I I I 15" R C P-III 18 " R C P - I II 18" RCP-III 18" RCP-III 4 8 " R C P - I V 4 8 " R C P - I V 15" RCP-IV 12 " R C P POND WE 878.1’ 3 6 " C O N C GR S S G R W/ L T S O IL S S S S S H T R W D K W D W/ L T SOIL SOIL GR G R S RUINS S 1S F D SOIL T 8 " DI GR AU 3 5 0 CAT-1 GRAU-350 CAT-1 B - 7 7 GR AU 3 5 0 B - 7 7 G RAU 3 5 0 G RAU 3 5 0 TYPE- III TYPE- III 12 " R C P FAMILY TRUST THE TABOR ILENA B. DILLON ROBERT J. DILLON 16’ ACCESS EASEMENT DB 1111 PG 1 16’ ACCESS EASEMENT DB 1948 PG 287 BAPTIST CHURCH GOSPEL LIGHT WILMA D. WALKER RONALD H. WALKER WILMA JEAN DILLON WALKER RONALD H. WALKER ILENA B. DILLON ROBERT J. DILLON ROBERT JEFFREY BARBER T O WN O F WA L KE R T O WN TOW N O F W A LK E R TOW N F O R S Y T H C O U N T Y FO R SY T H COU N TY JAMES DAVID DILLON W/ L T W/ L T W/ L T W/ L T SHEET 10 OF 64 PERMIT DRAWINGSSSURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 6S S S S S S 880 8 8 0 8 8 0 880 880 880 880 890 8 9 0 8 9 0 890 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 890 890 890 8 9 0 890 900 900 900 900 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 900 900 900 9 0 0 900 9 0 0 900 900 9 0 0 9 0 0 9 10 910 9 1 0 9 1 0 910 9 10 9 1 0 9 1 0 9 1 0 9 1 0 910 910 9 10 9 1 0 9 1 0 910 910 920 920 920 9 2 0 9 2 0 920 9 2 0 9 2 0 920 9 2 0 9 2 0 920 9 2 0 9 2 0 920 9 2 0 9 2 0 9 2 0 9 2 0 9 3 0 930 9 3 0 930 930 9 3 0 9 3 0 9 3 0 930 930 9 3 0 9 3 0 930 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 4 0 940 940 9 4 0 9 4 0 9 4 0 9 4 0 9 4 0 9 4 0 940 9 4 0 9 4 0 940 940 940 9 4 0 9 4 0 9 4 0 9 4 0 9 4 0 9 4 0 9 4 0 9 4 0 940 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 7 _ c o n j h a r v e y 8 / 1 7 / 9 9 7U-2579B M A T C H LIN E - L - S T A . 5 12 + 0 0 S H E E T 6 M A T C H LIN E - L - S TA . 5 2 4 + 6 2 S H E E T 8 MATCHLINE - Y2 - STA. 15+61 SHEET 22 M A T C H L I N E - Y 2 - S T A. 24+ 81 S H E E T 23 5 15 5 2 0 2 0 S R 2 3 8 5 WALKE R T OWN / GUT H R IE R D 2 0 ’ B S T END W.W. FENCE END W.W. FENCE BEGIN W.W. FENCE BEGIN W.W. FENCE F F FF F C C C C C C C C C C C F 2GI 2GI 2GI JB w/MH 2GI 2GI 2GI 2GI 1 5 " 15 " FS FS 2GI-A 2GI-A FS FS FS FS FS HW STA 522+00 -L- RT BEGIN SHOULDER BERM GUTTER STA 521+50 -L- LT BEGIN SHOULDER BERM GUTTER FS 2 ELBOWS 15" CSP W/ 2GI EST 38 SY FF EST 17 TONS RIP RAP CLASS ’I’ LATERAL ’V’ DITCH ( Not to Scale) Natural Ground D 2: 1 2:1 b Fill Slope 1"/Ft. DETAIL #4 b= 5 Ft. Min. D= 2 Ft. FROM STA 512+50 TO 513+45 -L- LT FROM STA 511+75 TO 512+50 -L- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 522+60 TO 523+50 -L- LT FROM STA 522+00 TO 523+20 -L- RT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 522+42 TO 522+45 -L- LT SEE DETAIL#4 LATERAL ’V’ DITCH SEE DETAIL#4 LATERAL ’V’ DITCH S E E P R O F I L E F O R G R A D E S P E C I A L D I T C H G R A D E SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 6CY SEE DETAIL #9 HEAD DITCH -BEGIN BRIDGE STA 18+60 -Y2- LT&RT SBG TBDI TBDI SEE DETAIL#6 EST. 139 SY FF EST. 51 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 185 SY FF EST 69 TONS CLASS "B" RIPRAP TOE PROTECTION W/ 30" RCP-III 2 4 " R C P - I II 24" RCP-III 24" RCP-III 2 4 " R C P - IV 2 ELBOWS 15" CSP W/ 15" R C P- I I I 15" R C P - I I I 15" R C P-III 18 " R C P - I II 18" RCP-III 18" RCP-III 4 8 " R C P - I V 4 8 " R C P - I V 15" RCP-IV 12 " R C P POND WE 878.1’ 3 6 " C O N C GR S S G R W/ L T S O IL S S S S S H T R W D K W D W/ L T SOIL SOIL GR G R S RUINS S 1S F D SOIL T 8 " DI GR AU 3 5 0 CAT-1 GRAU-350 CAT-1 B - 7 7 GR AU 3 5 0 B - 7 7 G RAU 3 5 0 G RAU 3 5 0 TYPE- III TYPE- III 12 " R C P FAMILY TRUST THE TABOR ILENA B. DILLON ROBERT J. DILLON 16’ ACCESS EASEMENT DB 1111 PG 1 16’ ACCESS EASEMENT DB 1948 PG 287 BAPTIST CHURCH GOSPEL LIGHT WILMA D. WALKER RONALD H. WALKER WILMA JEAN DILLON WALKER RONALD H. WALKER ILENA B. DILLON ROBERT J. DILLON ROBERT JEFFREY BARBER T O WN O F WA L KE R T O WN TOW N O F W A LK E R TOW N F O R S Y T H C O U N T Y FO R SY T H COU N TY JAMES DAVID DILLON W/ L T W/ L T W/ L T W/ L T SHEET 11 OF 64 PERMIT DRAWING P P (POND) SURFACE WATER DENOTES IMPACTS IN F CLEARING DENOTES MECHANIZED* * * * ** * ** * * F F WETLAND DENOTES FILL INFF SITE 7 P P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 8 j h a r v e y 8 / 1 7 / 9 9 8U-2579B M A T C H LI N E - L - S T A . 5 2 4 + 6 2 S H E E T 7 M A T C H LI N E - L - S T A . 5 3 7 + 0 0 S H E E T 9 NOTE: FOR -L- PROFILE, SEE SHEET 34 MORRIS RD PAVEMENT TO BE OBLITERATED PAVED SHOULDER 5 2 5 5 3 0 5 3 5 0 2 0 2 F F F C C CC C +90.00 -L- 280.00’ +24.47 -L- 241.05’ -L- +33.00 307.00’ -L- +95.46 356.05’ -L- +40.08 299.33’ ( ( ) ) NCDOT 2GI 2GI 2GI-A FS FS FS FSFS HW STA 528+75 -L- LT END SHOULDER BERM GUTTER CONNECTORS AND ROD AND LUG 30" CSP W/ 2 ELBOWS 2GI-A 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI-A EL=878.2 INV. IN Earth Fill Rock Fill To Berm Proposed 2:1 10.0’ 1. 5 : 1 ( Not to Scale) ROCK FILL IN POND DETAIL #30 Elev.= 880.0 879.9 N.W.S. Elev.= NG 1.0’MIN. Earth Fill Rock Fill To Berm Proposed 2:1 10.0’ 1. 5 : 1 ( Not to Scale) ROCK FILL IN POND DETAIL #30 Elev.= 880.0 879.9 N.W.S. Elev.= NG 1.0’MIN. EST 21 SY FF EST 8 TONS RIP RAP CLASS ’B’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #5 b= 5 Ft. B= 3 Ft. Min. D= 3 Ft. FROM STA 527+08 TO 528+75 -L- LT FROM STA. 525+00 TO STA. 528+15 -L- RT SEE DETAIL#30 ROCK FILL IN POND SEE DETAIL#5 LATERAL 3’ BASE DITCH EST. 3 TONS CLASS I RIP RAP 1 5 " R C P - IV 15 " R C P - IV 18" RCP-III 4 8 " R C P - I V 4 8 " R C P - I V 24" RCP-III24" RCP-III 15 " RC P-IV 3 0 " R C P - IV 24" RCP-III 1 8 " R C P - III 1 8 " R C P - III REMOVE 15" STA 528+46.90 -L- RT END SHOULDER BERM GUTTER POOL WD DK CONC 2S B K D B S T 36" STONE 3 6" S T O N E STONE36" S T O N E 3 6 " CONC 1 2 " R C P 1SFD G S 4 8 " C O N C48" C O N C 12" HDPE 12" H DP E CONC CONC BST DI GR 36" VIN YL S DI BK WALL GATEMTL GATE MTL 1SFD C O NCHT R P O O L 2SFD 6 0 " C O N C 36" L O G GR SI LO DI W D D K 12 " HD P E MTL GATE 48" W W B 5SB W HTR L T C O N C 48" CHL 4 8 " C H L W D & W W 48" GR 6 0" W D W/LT 4 8 " W D R AI L & W W 4SB W WS 15" RCP48" WD RAIL & WW G R S B B 10 ’ B S T 12" RCP 4 S B W G A T E M T L 3 6 " W W & 1 S B W 4 S B W 3 6 " V IN Y L W A L L B K W A L L B K 15 " R C P 1 5 " R C P GR 9’ BST S R 2 4 0 7 M O R RI S R D 18’ B S T W/LT W 2SFD W 15 " R C P W GR LT W D D K WD D K D K W D W CONCG W POND WE 877.9’ B S T 12" HD P E POND WE 878.2’ W D 4 8 " W D R A I L 3 6" W D R AI L 48" W D R AIL 4 8" W D R AI L 12 " R C P 12" RCP RAMPWD RAIL48" WD W/LT RIPRAP T T 8" DI 8" DI CAT-1 GRAU-350 CAT-1 GRAU-350 TES TES TES TES 1 2 " R C P RUINSSPILLWAY ROCK WALL GWEN WELBORN-FAGERBERG JOSEPH R. DANIELS D B 13 0 3 P G 16 3 3 0 ’ A C C E S S E A S E M E N T WILMA JEAN DILLON WALKER RONALD H. WALKER FAMILY TRUSTTHE TABOR FAMILY TRUST THE TABOR ELBERT S. GOFF MILDRED C. GOFF SUSANNA L. MCCASKILL MICHAEL L. MCCASKILL 60.00’50.00’EXISTING R/ W EXISTING R/ W GWENDOLYN KORNEGAY JUDGE KORNEGAY ELLEN JANE POPE HILTON WILLARD AMBROSE HILTON FAMILY TRUST THE TABOR TOWN OF WALKERTOWN T O W N O F W A L K E R T O W N FORSYTH COUNTY F O R S Y T H C O U N T Y F O R S Y T H C O U N T Y T O W N O F W A L K E R T O W N T O W N O F W A L K E R T O W N F O R S Y T H C O U N T Y T O W N O F W A L K E R T O W N F O R S Y T H C O U N T Y EILEEN P. CHAMBERS SHEET 12 OF 64 PERMIT DRAWING P P (POND) SURFACE WATER DENOTES IMPACTS IN F CLEARING DENOTES MECHANIZED* * * * ** * ** * * F F WETLAND DENOTES FILL INFF SITE 7 P P 870 870 870 870 880 880 880 880 880 880 8 8 0 8 8 0 8 8 0 8 8 0 880 8 8 0 880 8 8 0 8 8 0 880 8 8 0 8 8 0 8 8 0 8 8 0 880880 880 880 8 8 0 8 8 0 890 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 890 8 9 0 890 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 8 9 0 890 890 890 9 0 0 9 0 0 9 0 0 9 0 0 900 900 900 9 0 0 9 0 0 900 9 0 0 9 0 0 900 9 0 0 900 900 9 0 0 9 0 0 9 0 0 9 1 0 9 1 0 910 910 9 1 0 9 10 9 1 0 910 9 1 0 9 10 9 10 910 9 1 0 910 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 920 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 920 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 30 9 3 0 930 9 3 0 9 3 0 930 930 930 9 3 0 930 9 3 0 9 3 0 9 3 0 930 930 9 4 0 9 4 0 9 4 0 940 9 4 0 9 40 940 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 0 8 _ c o n j h a r v e y 8 / 1 7 / 9 9 8U-2579B M A T C H LIN E - L - S T A . 5 2 4 + 6 2 S H E E T 7 M A T C H LIN E - L - S T A . 5 3 7 + 0 0 S H E E T 9 NOTE: FOR -L- PROFILE, SEE SHEET 34 MORRIS RD PAVEMENT TO BE OBLITERATED PAVED SHOULDER 5 2 5 5 3 0 5 3 5 0 2 0 2 F F F C C CC C +90.00 -L- 280.00’ +24.47 -L- 241.05’ -L- +33.00 307.00’ -L- +95.46 356.05’ -L- +40.08 299.33’ ( ( ) ) NCDOT 2GI 2GI 2GI-A FS FS FS FSFS HW STA 528+75 -L- LT END SHOULDER BERM GUTTER CONNECTORS AND ROD AND LUG 30" CSP W/ 2 ELBOWS 2GI-A 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI-A EL=878.2 INV. IN Earth Fill Rock Fill To Berm Proposed 2:1 10.0’ 1. 5 : 1 ( Not to Scale) ROCK FILL IN POND DETAIL #30 Elev.= 880.0 879.9 N.W.S. Elev.= NG 1.0’MIN. Earth Fill Rock Fill To Berm Proposed 2:1 10.0’ 1. 5 : 1 ( Not to Scale) ROCK FILL IN POND DETAIL #30 Elev.= 880.0 879.9 N.W.S. Elev.= NG 1.0’MIN. EST 21 SY FF EST 8 TONS RIP RAP CLASS ’B’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #5 b= 5 Ft. B= 3 Ft. Min. D= 3 Ft. FROM STA 527+08 TO 528+75 -L- LT FROM STA. 525+00 TO STA. 528+15 -L- RT SEE DETAIL#30 ROCK FILL IN POND SEE DETAIL#5 LATERAL 3’ BASE DITCH EST. 3 TONS CLASS I RIP RAP 1 5 " R C P - IV 1 5 " R C P - IV 18" RCP-III 4 8 " R C P - IV 4 8 " R C P - IV 24" RCP-III24" RCP-III 15 " RC P-IV 3 0 " R C P - I V 24" RCP-III 18 " R C P - III 18 " R C P - I II REMOVE 15" STA 528+46.90 -L- RT END SHOULDER BERM GUTTER POOL WD DK CONC 2S B K D B S T 36" STONE 3 6" S T O N E STONE36" S T O NE 3 6 " CONC 1 2 " R C P 1SFD G S 4 8 " C O N C48" C O N C 12" HDPE 12" H DP E CONC CONC BST DI GR 36" VIN YL S DI BK WALL GATEMTL GATE MTL 1SFD C O NCHT R P O O L 2SFD 6 0 " C O N C 36" L O G GR SI LO DI W D D K 12 " HD P E MTL GATE 48" W W B 5SB W HTR L T C O N C 48" CHL 4 8 " C H L W D & W W 48" GR 6 0" W D W/LT 4 8 " W D R AI L & W W 4SB W WS 15" RCP48" WD RAIL & WW G R S B B 10 ’ B S T 12" RCP 4 S B W G A T E M T L 3 6 " W W & 1 S B W 4 S B W 3 6 " V IN Y L W A L L B K W A L L B K 15 " R C P 1 5 " R C P GR 9’ BST S R 2 4 0 7 M O R RI S R D 18’ B S T W/LT W 2SFD W 15 " R C P W GR LT W D D K WD DK D K W D W CONCG W POND WE 877.9’ B S T 12" H D P E POND WE 878.2’ W D 4 8 " W D R A I L 3 6" W D R AI L 48" W D R AIL 4 8" W D R AI L 12 " R C P 12" RCP RAMPWD RAIL48" WD W/LT RIPRAP T T 8 " DI 8" DI CAT-1 GRAU-350 CAT-1 GRAU-350 TES TES TES TES 1 2 " R C P RUINSSPILLWAY ROCK WALL GWEN WELBORN-FAGERBERG JOSEPH R. DANIELS D B 13 0 3 P G 16 3 3 0 ’ A C C E S S E A S E M E N T WILMA JEAN DILLON WALKER RONALD H. WALKER FAMILY TRUSTTHE TABOR FAMILY TRUST THE TABOR ELBERT S. GOFF MILDRED C. GOFF SUSANNA L. MCCASKILL MICHAEL L. MCCASKILL 60.00’50.00’EXISTING R/ W EXISTING R/ W GWENDOLYN KORNEGAY JUDGE KORNEGAY ELLEN JANE POPE HILTON WILLARD AMBROSE HILTON FAMILY TRUST THE TABOR TOWN OF WALKERTOWN T O W N O F W A L K E R T O W N FORSYTH COUNTY F O R S Y T H C O U N T Y F O R S Y T H C O U N T Y T O W N O F W A L K E R T O W N T O W N O F W A L K E R T O W N F O R S Y T H C O U N T Y T O W N O F W A L K E R T O W N F O R S Y T H C O U N T Y EILEEN P. CHAMBERS SHEET 13 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN S S S S S S S S S CLEARING DENOTES MECHANIZED* * * * ** * ** * * WETLAND DENOTES FILL INFF S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 8 SITE 9 SITE 10 S S S S S SITE 31 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 0 j h a r v e y 8 / 1 7 / 9 9 10U-2579B M A T C H L I N E - L - S T A . 5 4 9 + 3 9 S H E E T 9 M A TC H LIN E - L - S TA . 5 6 1+ 6 1 S H EET 11 WESTON BROOKE TRAIL 5 5 0 5 6 0 0 4 0 4 0 4 0 4 5 5 5 F F F C C F F F F C C F 38 +75.00 -L- 200.00’ CHORD CHORD CHORD CHORD NCDOT ( () )NCDOT 2GI 2GI 2GI 2GI 2GI-A FS FS FS FS FS 2GI-A 2GIFS FS REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT MCF CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS 2@10’x6’ RCBC REMOVE RIP RAP CLASS ’I’ 2 ELBOWS 15" CSP W/ AT BEGIN BRIDGE END SHOULDER BERM GUTTER RIP RAP CLASS ’I’ Natural Ground 2: 1 D B ( Not to Scale) Flatter4:1 or Slope Fill SPECIAL LATERAL BASE DITCH DETAIL #10 B= 2 Ft. Min. D= 2 Ft. FROM STA 552+50 TO 553+40 -L- LT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 560+70 TO 560+97 -L- RT SEE DETAIL#10 SPECIAL LATERAL 2’ BASE DITCH SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 4CY SEE DETAIL#9 TAIL DITCH SEE PROFILE FOR GRADE SPECIAL DITCH GRADE DETAIL 32 Natural Ground Filter Fabric d 2: 1 B D ( Not to Scale) Type of Liner= Class I Rip-Rap B= 3.0Ft. Max. d= 2.0Ft. Min. D= 2.0Ft. TAIL DITCH Natural Ground EST. DDE +/- 54 CY SEE DETAIL#17 TAIL DITCH Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FROM STA. TO STA. SILL EST 75 SY FF EST 40 TONS SEE DETAIL 32 (BANKS ONLY) CLASS I RIP RAP 1 5 " R C P - I I I 1 5 " R C P - I I I 42" RCP-III 42" RCP-III 1 5 " R C P - I I I 42 " CSP 15 " RC P - IV 15 " RC P - IV 15" RCP-IV 15" RCP-IV EST. FF +/- 89 SY EST. DDE +/- 102 CY EST. CLASS I RIPRAP +/- 88 TONS W/ OUTLET CHANNEL ENERGY DISSIPATOR BASIN SEE SHEET 2-TT PSH SEE SHEET 2-TT ENERGY DISSIPATOR BASIN STA 554+22.53 -L- RT BEGIN SHOULDER BERM GUTTER 60" RCP-III BENCH FLOODPLAIN BENCH FLOODPLAIN 8 " V C 8 " D I 8 " V C CONC HW 12" RCP COLUMNSBK COLUMNSBK 10’ B S T 36" WD RAIL & WW POOL 7 2" W DCONC2SBKD W 15" CMP W 8’ C O N C 60" CONC 2SBKD S 15" RCP 10’ C O NC W 4 8 " C O NC 2S FD C O N C 72" WD W C O N C 2-60" RCP PONDWE 850.2 3 6 " W W 3 6 " W W 36" WW SR 2575 WESTON BROOKE TRAIL 21’ BST 3 6 " W D & W W R AI L P OOL GRAU-350 CAT-1 B-77 B-77 B-77 B-77 B-77 B-77 B-77 T E S T E S 60" R CP 60" R CP CONC HW DANNY CAUDILL DANNY CAUDILL MARGARET LUCINDA ROBBINS LINVILLE 20’ DRAINAGE/UTILITY EASEMENT PB 30 PG 179 20’ DRAINAGE/UTILITY EASEMENT PB 30 PG 179 3 0 ’ D R A I N A G E/ U T I L I T Y E A S E M E N T P B 3 0 P G 1 7 9 20’ DRAINAGE/UTILITY EASEMENT PB 30 PG 179 DANNY T. CAUDILL CHARLENE L. CAUDILL DANNY CAUDILL KATHY SMITH CRAIG SMITH DANNY CAUDILL MELISSA WHITE DAVID WHITE 6 0.0 0’ EXISTING R/W EIP EIP EIP EIP EIP CHARLES LEWIS, ET AL 2 0 ’ S A N IT A R Y S E WE R E A S E ME N T 2 0 ’ S A NIT A R Y S E WE R E A S E ME NT Q3 DEVELOPEMENT LLC MARY C. CHESMAR BRENDA L. CHESMAR AND RANDI MARIE CARRIER AND BRADLEY FRITZ CARRIER MILCH BRIAN MICHAEL ENTERPRISES LLC SHUGART ENTERPRISES LLC SHUGART EN T ER PR ISE S L LC SHUGAR T SUSAN WILSON CHRISTOPHER WILSON NINA REYNOLDSRICHARD REYNOLDS SHEET 14 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN S S S S S S S S S CLEARING DENOTES MECHANIZED* * * * ** * ** * * WETLAND DENOTES FILL INFF S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 8 SITE 9 SITE 10 S S S S S SITE 31 840 8 5 0 8 5 0 8 5 0 850 850 8 5 0 8 5 0 8 5 0 8 5 0 850 850 850 850 8 5 0 850 8 5 0 850 8 5 0 850 850 8 5 0 850 850 8 5 0 8 5 0 850 8 5 0 8 5 0 8 5 0 8 5 0 850 8 5 0 850 850 8 5 0 850 8 5 0 850 8 5 0 850 8 5 0 850 850 8 6 0 8 6 0 8 6 0 860 860 860 8 6 0 860 8 6 0 8 6 0 860 8 6 0 8 6 0 8 6 0 860 8 6 0 860 8 6 0 8 6 0 8 6 0 860 860 860 860 860 860 860 8 7 0 870 8 7 0 8 7 0 870 8 7 0 8 7 0 870 8 7 0 8 7 0 8 7 0 870 870 8 7 0 8 7 0 8 7 0 8 7 0 870 870 8 7 0 8 7 0 880 880 880 880 880 8 8 0 880 880 880 880 8 8 0 880 8 8 0 8 8 0 880 880 8 8 0 8 8 0 8 9 0 890 890 8 9 0 890 8 9 0890 890 890 8 9 0 8 9 0 8 9 0 890 890 8 9 0 890 890 9 0 0 9 0 0 900 900 9 0 0 9 0 0 9 0 0 900 9 0 0 9 0 0 900 910 910 910 910 9 1 0 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 0 _ c o n j h a r v e y 8 / 1 7 / 9 9 10U-2579B M A T C H L I N E - L - S T A . 5 4 9 + 3 9 S H E E T 9 M A TC H LIN E - L - S TA . 5 6 1+ 6 1 S H EET 11 WESTON BROOKE TRAIL 5 5 0 5 6 0 0 4 0 4 0 4 0 4 5 5 5 F F F C C F F F F C C F 38 +75.00 -L- 200.00’ CHORD CHORD CHORD CHORD NCDOT ( () )NCDOT 2GI 2GI 2GI 2GI 2GI-A FS FS FS FS FS 2GI-A 2GIFS FS REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT MCF CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS 2@10’x6’ RCBC REMOVE RIP RAP CLASS ’I’ 2 ELBOWS 15" CSP W/ AT BEGIN BRIDGE END SHOULDER BERM GUTTER RIP RAP CLASS ’I’ Natural Ground 2: 1 D B ( Not to Scale) Flatter4:1 or Slope Fill SPECIAL LATERAL BASE DITCH DETAIL #10 B= 2 Ft. Min. D= 2 Ft. FROM STA 552+50 TO 553+40 -L- LT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 560+70 TO 560+97 -L- RT SEE DETAIL#10 SPECIAL LATERAL 2’ BASE DITCH SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 4CY SEE DETAIL#9 TAIL DITCH SEE PROFILE FOR GRADE SPECIAL DITCH GRADE DETAIL 32 Natural Ground Filter Fabric d 2: 1 B D ( Not to Scale) Type of Liner= Class I Rip-Rap B= 3.0Ft. Max. d= 2.0Ft. Min. D= 2.0Ft. TAIL DITCH Natural Ground EST. DDE +/- 54 CY SEE DETAIL#17 TAIL DITCH Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FROM STA. TO STA. SILL EST 75 SY FF EST 40 TONS SEE DETAIL 32 (BANKS ONLY) CLASS I RIP RAP 1 5 " R C P - I I I 1 5 " R C P - I I I 42" RCP-III 42" RCP-III 1 5 " R C P - I I I 42 " CSP 15 " RC P - IV 15 " RC P - IV 15" RCP-IV 15" RCP-IV EST. FF +/- 89 SY EST. DDE +/- 102 CY EST. CLASS I RIPRAP +/- 88 TONS W/ OUTLET CHANNEL ENERGY DISSIPATOR BASIN SEE SHEET 2-TT PSH SEE SHEET 2-TT ENERGY DISSIPATOR BASIN STA 554+22.53 -L- RT BEGIN SHOULDER BERM GUTTER 60" RCP-III BENCH FLOODPLAIN BENCH FLOODPLAIN 8 " V C 8 " D I 8 " V C CONC HW 12" RCP COLUMNSBK COLUMNSBK 10’ B S T 36" WD RAIL & WW POOL 7 2" W DCONC2SBKD W 15" CMP W 8’ C O N C 60" CONC 2SBKD S 15" RCP 10’ C O NC W 4 8 " C O NC 2S FD C O N C 72" WD W C O N C 2-60" RCP PONDWE 850.2 3 6 " W W 3 6 " W W 36" WW SR 2575 WESTON BROOKE TRAIL 21’ BST 3 6 " W D & W W R AI L P OOL GRAU-350 CAT-1 B-77 B-77 B-77 B-77 B-77 B-77 B-77 T E S T E S 60" R CP 60" R CP CONC HW DANNY CAUDILL DANNY CAUDILL MARGARET LUCINDA ROBBINS LINVILLE 20’ DRAINAGE/UTILITY EASEMENT PB 30 PG 179 20’ DRAINAGE/UTILITY EASEMENT PB 30 PG 179 3 0 ’ D R A I N A G E/ U T I L I T Y E A S E M E N T P B 3 0 P G 1 7 9 20’ DRAINAGE/UTILITY EASEMENT PB 30 PG 179 DANNY T. CAUDILL CHARLENE L. CAUDILL DANNY CAUDILL KATHY SMITH CRAIG SMITH DANNY CAUDILL MELISSA WHITE DAVID WHITE 6 0.0 0’ EXISTING R/W EIP EIP EIP EIP EIP CHARLES LEWIS, ET AL 2 0 ’ S A N IT A R Y S E WE R E A S E ME N T 2 0 ’ S A NIT A R Y S E WE R E A S E ME NT Q3 DEVELOPEMENT LLC MARY C. CHESMAR BRENDA L. CHESMAR AND RANDI MARIE CARRIER AND BRADLEY FRITZ CARRIER MILCH BRIAN MICHAEL ENTERPRISES LLC SHUGART ENTERPRISES LLC SHUGART EN T ER PR ISE S L LC SHUGAR T SUSAN WILSON CHRISTOPHER WILSON NINA REYNOLDSRICHARD REYNOLDS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 0 A _ L s t a 5 5 9 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 910 900 890 880 870 860 850 840 SHEET 15 OF 64 PERMIT DRAWING CULVERT SURVEY & HYDRAULIC DESIGN REPORT Stream Classification (Such as Trout, High Quality Water, etc.) 100200 0 100 200 BED BED WE WE TB RT TB RT TB LT TB LT GP EL=903.42 SKEW=100 2@10’x6’ RCBC CL STA 559+74 -L- O 2.03:1 SKEWED 2:1 NORMAL 2.03:1 SKEWED 2:1 NORMAL ON 10-24-07=848.0 NWSE AND WSE 2@10’x6’ RCBC HW BEVELED -DEBRIS POTENTIAL: MODERATE OBSERVED IN THE 100 YR FLOOD PLAIN -THERE WERE NO DWELLINGS OR STRUCTURES -BED MATERIALS: SILT, SAND, COBBLES ON SLOPE 0.69% BED ELEV 844.74 NOT IN FEMA AREA YADKIN RIVER BASIN SHEET 16 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SITE 10 SITE 10A BEGIN JS S S S S S S S S S S S SS S S S S S S S S S S S S S S S SS F F F DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 1 j h a r v e y 8 / 1 7 / 9 9 11U-2579B M A T C H L I N E - L - S T A . 5 6 1 + 6 1 S H E E T 1 0 M A TC H LIN E - L - S TA . 5 7 4 + 3 6 S H EET 12 R O B B IN S PE R C H WE ST C T AF T O N P A R K D R 5 7 0 5 6 5 C C C F FF F F F CHORD CHORD CHORD CHORD CHORD CHORD 2GI 2GI 2GI 2GI FSFS FS FS HW 4OTCB HW JB w/MH 4OTCB REMOVE REMOVE REMOVE JB w/MH 1 8 " C S P FS GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT REMOVE CONNECTORS AND ROD AND LUG 24" CSP W/ 2 ELBOWS Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #24 d d= 5 Ft. b= 10 Ft. B= 3 Ft. Min. D= 2 Ft. Fabric Filter EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 14 SY FF EST 5 TONS RIP RAP CLASS ’B’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 566+75 TO 569+25 -L- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 561+45 TO 565+50 -L- RT Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #11 b= 5 Ft. B= 3 Ft. Min. D= 2 Ft. FROM STA 572+50 TO 576+60 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #13 *When B is < 6.0’b= 5 Ft. B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 569+30 TO 572+50 -L- LT FROM STA 567+00 TO 568+70 -L- RT SEE DETAIL#3 LATERAL 2’ BASE DITCH SEE DETAIL#13 W/ 600 SY FF EST. 231 TONS LATERAL 3’ BASE DITCH W/ CLASS ’B’ RIP RAP SEE DETAIL#11 LATERAL 3’ BASE DITCH EST. 258 SY FABRIC EST. 106 TONS SEE DETAIL#24 LATERAL 3’ BASE DITCH W/ CLASS "B" RIPRAP Type of Liner= Class ’B’ Rip-Rap SEE DETAIL#6 EST 625 SY FF EST 232 TONS CLASS "B" RIPRAP TOE PROTECTION W/ EST 75 SY FFEST 40 TONSSEE DETAIL 32(BANKS ONLY)CLASS I RIP RAP 60" RCP-IV 15" RCP-IV 1 5 " R C P - I V 60" RCP-IV 60" RCP-IV 2 4 " R C P - I V 42" RC P-C D 42" RC P-C D 18" RCP-IV 15 " R C P - IV 15 " RC P - IV 15" RCP-IV 60" RCP-III 8" VC IN V =847.01’ T O P=854.31’ 6 0 " R C P F E S R OB B IN S P E R C H WE ST C T 18’ B ST 4 8" C ONC 4 8 " C O N C W D DK 4 8" CO N C 12’ B S T 10 ’ B ST 4 8" CONC 12 ’ B S T 4 8" C ONC 4 8 " C O N C B ST AF T ON P AR K 18’ B S T 2SFD 2SFD 1SFD 1S FD 1S FD 12’ BS T 2 S F D 10’ CO N C 15" H D PER O B B IN S PE R C H C T 20’ B ST C O N C 4 8" 48 " CONC W D 2 S F D 25’ C ON C 1S F D 12’ C ON C 15" R C P C ONC R O B BI NS P E R C H T R AI L 20’ B S T 20’ B ST W D DK W D D K W D D K CO NC C O N C B S T B S T AREA U/C CAT-1 GRAU-350 T E S T E S C O NC HW 18 " R C P 42" RCP INV=887.07 INV=892.75 BOARD OF EDUCATION WINSTON-SALEM/FORSYTH COUNTY MELODY R. ANDERSON CECIL K. ANDERSON & VETERANS AFFAIRS SECRETARY OF TAMMY THOMAS DAVID SCOTT THOMAS & STANLEY STIGALL CHARLIE MARTIN 5 0.0 0’ E X IST IN G R /W E X IST IN G R /W 50.00’ E XI S TI NG R/ W E XIS TI NG R/ W EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP ELLEN COLETTE MATHIS CHARLES AARON MATHIS, JR. MELINDA ANDERSON WOOD RICHARD KEVIN WOOD LISA HOLLOWAY BOBBY D. HOLLOWAY NICOLE A. HOWARD CLAY M. HOWARD KIMBERLY D. SCOTT RONALD L. SCOTT, JR. 50.0 0’E X IST IN G R /W E X IST IN G R /W 50.00’ E XIS TI N G R/ W E XIS TI N G R/ W 5 0.0 0’ E X IST IN G R /W E X IST IN G R /W MELODY ROBBINS ANDERSON KAYE ROBBINS FULP MABEL S. ROBBINS R.R. ROBBINS BONNIE M. ROBBINS RICHARD R. ROBBINS KEYA LEAK WILLIE LEAK EI P AMY MESSERSMITH ELLSWORTH MESSERSMITH, JR. EMILY EBERT MCDUFFIE DAVID KEITH MCDUFFIE EMILY EBERT MCDUFFIEDAVID KEITH MCDUFFIE SHUGART ENTERPRISES, LLC BONN IE M . ROBB INS R ICHARD R . ROBB INS E D WA R D R IC HA R D S O N F O R S Y T H C O U N T Y FO R SY TH C O U N TY T O W N OF K E R N E R S VI L L E TO WN O F K ER N ER SV ILLE 20’ SANITARY SEW ER EASEMENT MICHELL OELKER KEITH OELER & APRIL L. CRAFFORD JONATHAN L. BRITT & HELEN R. PAIGE & JAMES R. PAIGE SR. STANLEY R. STIGALL ENTERPRISES LLC SHUGART ENTERPRISES LLC SHUGART ENTERPRISES LLC SHUGART SHEET 17 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SITE 10 SITE 10A BEGIN JS S S S S S S S S S S S SS S S S S S S S S S S S S S S S SS F F F 850 850 850 850 8 6 0 860 860 860 860 860 8 6 0 8 6 0 860 8 6 0 860 860 860 860 8 6 0 860 8 7 0 870 870 870 870 8 7 0 870 870 870 870 870870 870 870 8 7 0 8 7 0 870 8 7 0 870 870 870 870 870 8 7 0 8 8 0 8 8 0 8 8 0 8 8 0 880 880 8 8 0 8 8 0 880 880880 880 8 8 0 8 8 0 880 8 8 0 8 8 0 8 8 0 880 880 880 880 880 880 880 880 8 8 0 880 880 8 8 0 88 0 880 8 8 0 880 8 8 0 880 880 8 8 0 890 890 890 8 9 0 8 9 0 8 9 0 890 890 8 9 0 890 890 890 8 9 0 890 890890 8 9 0 890 890 890 8 9 0 890 89 0 890 890 890 890 8 90 890 8 9 0 890 890 890 8 9 0 8 9 0 8 9 0 900 900 900 900 900 9 0 0 900 900 9 0 0 900 9 0 0 900 900 9 0 0 900 9 0 0 9 0 0 900 900 900 900 900 9 00 9 0 0 900 900 900 900 900 9 0 0 9 0 0 900 900 9 0 0 900 900 910 9 1 0 910 910 910 910 910 910 910 910 910 910 910 9 10 910 9 10 9 10 910 910 920 9 2 0 920 920 920 920 930 9 3 0 9 3 0 930 930 930 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 1 _ c o n j h a r v e y 8 / 1 7 / 9 9 11U-2579B M A T C H L I N E - L - S T A . 5 6 1 + 6 1 S H E E T 1 0 M A TC H LIN E - L - S TA . 5 7 4 + 3 6 S H EET 12 R O B B IN S PE R C H WE ST C T AF T O N P A R K D R 5 7 0 5 6 5 C C C F FF F F F CHORD CHORD CHORD CHORD CHORD CHORD 2GI 2GI 2GI 2GI FSFS FS FS HW 4OTCB HW JB w/MH 4OTCB REMOVE REMOVE REMOVE JB w/MH 1 8 " C S P FS GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT REMOVE CONNECTORS AND ROD AND LUG 24" CSP W/ 2 ELBOWS Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #24 d d= 5 Ft. b= 10 Ft. B= 3 Ft. Min. D= 2 Ft. Fabric Filter EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 14 SY FF EST 5 TONS RIP RAP CLASS ’B’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 566+75 TO 569+25 -L- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 561+45 TO 565+50 -L- RT Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #11 b= 5 Ft. B= 3 Ft. Min. D= 2 Ft. FROM STA 572+50 TO 576+60 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #13 *When B is < 6.0’b= 5 Ft. B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 569+30 TO 572+50 -L- LT FROM STA 567+00 TO 568+70 -L- RT SEE DETAIL#3 LATERAL 2’ BASE DITCH SEE DETAIL#13 W/ 600 SY FF EST. 231 TONS LATERAL 3’ BASE DITCH W/ CLASS ’B’ RIP RAP SEE DETAIL#11 LATERAL 3’ BASE DITCH EST. 258 SY FABRIC EST. 106 TONS SEE DETAIL#24 LATERAL 3’ BASE DITCH W/ CLASS "B" RIPRAP Type of Liner= Class ’B’ Rip-Rap SEE DETAIL#6 EST 625 SY FF EST 232 TONS CLASS "B" RIPRAP TOE PROTECTION W/ EST 75 SY FFEST 40 TONSSEE DETAIL 32(BANKS ONLY)CLASS I RIP RAP 60" RCP-IV 15" RCP-IV 1 5 " R C P - I V 60" RCP-IV 60" RCP-IV 2 4 " R C P - I V 42" RC P-C D 42" RC P-C D 18" RCP-IV 15 " R C P - IV 15 " RC P - IV 15" RCP-IV 60" RCP-III 8" VC IN V =847.01’ T O P=854.31’ 6 0 " R C P F E S R OB B IN S P E R C H WE ST C T 18’ B ST 4 8" C ONC 4 8 " C O N C W D DK 4 8" CO N C 12’ B S T 10 ’ B ST 4 8" CONC 12 ’ B S T 4 8" C ONC 4 8 " C O N C B ST AF T ON P AR K 18’ B S T 2SFD 2SFD 1SFD 1S FD 1S FD 12’ BS T 2 S F D 10’ CO N C 15" H D PER O B B IN S PE R C H C T 20’ B ST C O N C 4 8" 48 " CONC W D 2 S F D 25’ C ON C 1S F D 12’ C ON C 15" R C P C ONC R O B BI NS P E R C H T R AI L 20’ B S T 20’ B ST W D DK W D D K W D D K CO NC C O N C B S T B S T AREA U/C CAT-1 GRAU-350 T E S T E S C O NC HW 18 " R C P 42" RCP INV=887.07 INV=892.75 BOARD OF EDUCATION WINSTON-SALEM/FORSYTH COUNTY MELODY R. ANDERSON CECIL K. ANDERSON & VETERANS AFFAIRS SECRETARY OF TAMMY THOMAS DAVID SCOTT THOMAS & STANLEY STIGALL CHARLIE MARTIN 5 0.0 0’ E X IST IN G R /W E X IST IN G R /W 50.00’ E XI S TI NG R/ W E XIS TI NG R/ W EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP ELLEN COLETTE MATHIS CHARLES AARON MATHIS, JR. MELINDA ANDERSON WOOD RICHARD KEVIN WOOD LISA HOLLOWAY BOBBY D. HOLLOWAY NICOLE A. HOWARD CLAY M. HOWARD KIMBERLY D. SCOTT RONALD L. SCOTT, JR. 50.0 0’E X IST IN G R /W E X IST IN G R /W 50.00’ E XIS TI N G R/ W E XIS TI N G R/ W 5 0.0 0’ E X IST IN G R /W E X IST IN G R /W MELODY ROBBINS ANDERSON KAYE ROBBINS FULP MABEL S. ROBBINS R.R. ROBBINS BONNIE M. ROBBINS RICHARD R. ROBBINS KEYA LEAK WILLIE LEAK EI P AMY MESSERSMITH ELLSWORTH MESSERSMITH, JR. EMILY EBERT MCDUFFIE DAVID KEITH MCDUFFIE EMILY EBERT MCDUFFIEDAVID KEITH MCDUFFIE SHUGART ENTERPRISES, LLC BONN IE M . ROBB INS R ICHARD R . ROBB INS E D WA R D R IC HA R D S O N F O R S Y T H C O U N T Y FO R SY TH C O U N TY T O W N OF K E R N E R S VI L L E TO WN O F K ER N ER SV ILLE 20’ SANITARY SEW ER EASEMENT MICHELL OELKER KEITH OELER & APRIL L. CRAFFORD JONATHAN L. BRITT & HELEN R. PAIGE & JAMES R. PAIGE SR. STANLEY R. STIGALL ENTERPRISES LLC SHUGART ENTERPRISES LLC SHUGART ENTERPRISES LLC SHUGART SHEET 18 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 11 SITE 11A SITE 13 SITE 14 SITE 12 S S S S S S S S S S S S S S TS TS S S S S S S S S S S S S S S S S TS W L B WL B W LB WLB WL B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 2 0 / 2 0 1 3 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 5 j h a r v e y 8 / 1 7 / 9 9 15U-2579B M A T C H LI N E - L- S T A . 6 0 8 + 9 2 S H E E T 1 4 M A TC H LIN E - L- S TA .6 3 3 + 0 0 S H EE T 16 MATC H LIN E -Y4 RPBD - STA.32 + 2 1 SH EE T 16 M A T C H LI N E - Y 4 R P A- S T A.2 0 + 5 0 S H E E T 16 TRAFFIC DIAGRAM -L- 21,300 27,300 24,660 36,980 32,600 43,800 2010 ADT 2030 ADT 47,720 61,160 5,360 7,280 4,940 5,420 6,600 11,800 53,560 79,880 DUAL = 5% TTST = 6% DIR = 60% DHV = 10% DUAL = 6% TTST = 12% DIR = 60% DHV = 10% -Y4- (US 421/I-40 BUS. ) BELTLINE R I G H T O F WA Y R E V I S I O N , 11 / 5 / 12 - P A R C E L 9 8 A A D D E D R I G H T O F W A Y R E V I S I O N , 11 / 5 / 12 - P A R C E L 9 8 A D J U S T E D O N P L A N S T O M A K E I T V I S I B L E 2 " P L 2 " P L 2" PL 6" DI 6 " D I 6 " D I 6" DI 6" DI 2 " P L 6" DI 6" DI 2" P L 2 " P L ( A T U R ) ( A T U R ) ( A T U R ) (ATUR) ( A T U R ) (ATUR) (ATUR) ( A T U R) (ATUR) ( A T U R) ( A TUR) ( A T U R ) ( A T U R) 6 10 6 15 6 2 0 6 2 5 6 3 0 10 1 5 2 0 10 15 2 0 2 5 3 0 10 15 2 0 2 5 3 0 3 5 F F F F F F F F F F F F F F F F C C F F F F F C C NCDOT ( NCDOT ( ( ) ) CHO RD CHO RD CHORD CHORD NCDOT ( ( ) ) NCDOT ( () ) ( ( ) ) NCDOT ( ( 2GI 2GI 2GI 2GI 2GI 2GI 3GI-A 3GI-A FS FS FS FS FSFS 3@10’X9’ RCBC AT BEGIN BRIDGE END SHOULDER BERM GUTTER 2GI FS REMOVE REMOVE REMOVE GRADE TO DRAIN GRADE TO DRAIN CUT AND FILL COMBINATION OF GRADE TO DRAIN WITH REMOVE REMOVE REMOVE REMOVE REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI-A W/ FLAT GRATE 2GI-A W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI-A W/ FLAT HW CL ’I’ RIPRAP CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 36" CSP W/ 2 ELBOWS 3@10’x9’ RCBC GRATE 2GI-A W/ FLAT GRADE TO DRAIN 1 5" C S P Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #5 b= 5 Ft. B= 3 Ft. Min. D= 3 Ft. FROM STA 630+50 TO 633+35 -L- RT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 619+50 TO 621+25 -L- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FROM STA. 627+85 TO 628+85 -L- RT SEE DETAIL#5 LATERAL 3’ BASE DITCHSEE DETAIL#5 LATERAL 3’ BASE DITCHTO BEGIN BRIDGE STA 24+00 -Y4RPBD- LT SHOULDER BERM GUTTER DDE= 200 CY 30’ BASE CHANNEL EST. DDE 18 CY SEE DETAIL#8 HEAD DITCH SEE DETAIL #17 EST. DDE 44 CY W/ CL ’I’ RIPRAP 3’ BASE DITCH Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 24+00 TO 25+40 -Y4RPBD- LT FROM STA 30+20 TO 33+50 -Y4RPBD- RT FROM STA 16+50 TO BOX CULVERT -Y4RPBD- RT FROM STA 625+00 TO 626+00 -L- RT FROM STA 619+00 TO 619+35 -L- LT FROM BOX CULVERT TO STA 616+25 -L- LT STA. 626+30 -L- RT TO BEGIN BRIDGE SHOULDER BERM GUTTER FLAT GRATE 2GI W/ FS2GI MCF MCF FLAT GRATE 2GI W/ AND ROD&LUG CONNECTORS 5’ CSP W/ 2 ELBOWS1 SEE DETAIL#6 EST 154 SY FF EST 57 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 272 SY FF EST 101 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 509 SY FF EST 189 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL #6 EST 216 SY FF EST 80 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 336 SY FF EST 126 TONS CLASS "B" RIPRAP TOE PROTECTION W/ W/ 2365 SY FF EST. 333 TONS CLASS ’I’ RIP RAP EST. DDE 330CY SEE DETAIL#25 TAIL DITCH EST 5 SY FF EST 1 TONS RIP RAP CLASS ’B’ STA 31+00 -Y4RPBD- RT END BRIDGE TO SBG 15" RCP-IV HW 15" RCP-IV 18 " R C P - I V 1 5 " RC P - I V 18" RCP-IV 1 5 " R C P - I V 15 " RC P - IV 24" RCP-IV 24" RCP-IV 24" RCP-IV 4 8 " RC P- C D 30" RCP-IV 3 0 " RC P - I V 18 " RC P - I I I 15" RCP-III 18" RCP-III 15 " RC P - I V 15" RCP-III 15 " RC P - I V 15 " RC P - I V 15 " RC P- I I I 15" RCP-III 18" RCP-III 36" C SP 15 " R C P- I V 15 " RC P-IV CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 15" RCP-IV Natural Natural Ground Ground2:12: 1 ( Not to Scale) Filter Fabric B Type of Liner= Class ’I’ Rip-Rap DETAIL #34 CHANNEL CHANGE B= 15.0 Ft. 1 foot Key In Rip Rap FROM STA. 19+98 TO 21+22 --Y4RPBD- RT EST +/-375 TONS CLASS ’I’ RIP RAP SEE DETAIL #34 CHANNEL CHANGE CHANNEL FILL IN EXISTING SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE DETAIL#6 EST 154 SY FF EST 57 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 54 SY FF EST 20 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#14 W/ 328 SY FF EST. 100 TONS W/ CLASS B RIPRAP LATERAL V-DITCH STA 609+68.44 -L- RT BERM GUTTERBEGIN SHOULDER EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ BENCH FLOODPLAIN BENCH FLOODPLAIN 236’ +85.00 -Y4RPBD- 222’ +40 -Y4RPBD- 4 8 " RC P- C D RIP RAP CLASS ’I’ EST. DDE 40 CY SEE DETAIL #8 TAIL DITCH B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FROM STA. 18+00 TO 18+88 -Y4RPBD- RT FROM STA. 23+43 TO 23+49 -Y4CD- LT SILL 8" VC 8 " V C 8" V C 8" DI 8" VC 8 " V C 8" VC 18" VC 18 " VC 18 " VC 36 " VC 36" V C 24 " VC 2 4 " VC 2 4 " V C 2 4 " V C 18 " V C 18 " V C L O C A T I O N A P P R O X . SCRUB 15" RCP HTR HTR WD S S S 10’ B S T L T W W L T W/L T GERRY RD 20’ BST B L K W A L L S S S S S 72" C HL S 2SBK APT 2 S B K A P T 2 S B K A P T 2 S B K A P T 18" RCP LT 3 0 " C & G B S T 3 0 " C & G CONC CONC CONC CONC CONC DI CB LT CONC H U N T E R L A N E 2 3 ’ B S T L T TIMBER RIDGE 19’ BST L T 3 0 " C & G SOIL S OIL 48" CONC H T R H T R H T R S S CANOPYMTL HT R C A N O P Y MT L C A N O P Y MT L C A NO P Y MT L W S L T W / L T W / L T W / L T HTR S GR W 4 8 " W W 12" R C P PUMP STATION RD 12’ BST 48" WW 48" WD G R 12 " R C P 1 2 " R C P G R 1S F D WALL BK C ON C 3 6 " W S GR W1SFD H TR WS 12 " R C P H T R 12 " R C P 12 " R C P 2 4 " R C P 18 " RC P H T R GUY 2SFD 48" CONC C O N C 9 ’ C O N C 15" RCP LT 2 S B KD 15" RCP 23 ’ B S T L T CONC D I 2 S B K D 2SBKD 2 S B K D 2SBKD 2SBKD 2SBKD CONC CONC 10’ CONC 10’ CONC 10’ CONC WASHINGTON CT 20’ BST 4 8 " C O N C 48" C O N C C O N C L T K O I P O N D 4 8 " C O N C 15 " R C P 15 " R C P 15 " R C P L T 2SFD 4 8 " W D & W W 4 8 " C O N C 9’ CONC 4 8 " C O N C 2SBKD CONC S LT 1 5 " R C P FOUNDATION 1 5 " R C P L T 1 5 " R C P 15 " R C P 4 8 " C O N C 4 8 " B K 1 5 " R C P L T LT BK WALL L O N G W A L K D R 2 0 ’ B S T G S ABAND 2SFD WALLBK WALKBK 15’ CONC 1 0 ’ C O N C 10’ C O N C 2SB KD 2 S B KD 2SBKD 48 " C ON C 4 8 " C O N C 48" CONC CONC 30"C&G 30 "C&G 3 0 "C & G POO L CONC 48"IRON S R 4 2 4 1 R E G E N T S P A R K R D 2 6’ B S T 8’ CONC W D D K DK WD WD DK WD DK CONC W D D K W D D K D I 15 " R C P BST 3 0 " C & G S C R U BS C R U B S C R U B SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB 15 " R C P 15 " R C P W D D K W D D K W D D K D K W D L T 15" RCP CONC W CONC CONC CONC DKWD 1 8 " R C P 15 " R C P 1 5 " R C P 15" RCP 1 5 " R C P D I D I 18" RCP 24" CMP 15 " RC P W/ L T CONC CONC48" CO NC 72’ LATTICE GR W / L T LT LT GRAU-350 B-77 B-77 B-77 B-77 B-77 GRAU-350 G R A U- 350 B- 77 B- 77 B- 77 CAT- 1 B-77 B-77 B- 77 B-77 CAT- 1 TYPE M350 TYPE M350 B-77 B-77 TES TES TYPE B-77 18" RCP INV=857.12 INV=857.47 1 5 " R C P D I 15 " R C P 18 " R C P D I 15" RCP 15 " RC P 15 " R C P D I D I SANDRA F. SHREVE FLORINE SMITH SYKES BRANDON P. MILLER DEBORAH P. MILLERDORIS CROTTS KAYLON C. CROTTS GLADYS L. CROTTS JOHN R. CROTTS JOHN NATHAN TABOR PENNSTON CORP. 20’ DRAINAGE EASEMENT PB 33 PG 115 2 0 ’ D R A I N A G E E A S E M E N T P B 3 3 P G 11 5 20’ DRAINAGE EASEMENT PB 33 PG 115 20’ S A NIT A R Y SE WE R E ASE ME NT P B 36 P G 16 2 0 ’ S AN IT ARY S EWER EAS EMENT P B 3 6 P G 16 20’ DRAINAGE EASEMENT PB 33 PG 115 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T P B 3 6 P G 16 20’ S A NIT A R Y S E W E R E A S E M E N T P B 36 P G 16 EIP EIP EIP EIP EIP HELEN ELLIOTT HELEN ELLIOTT EIP EIP EIP EIP EIP EIP EIP MARCIA H. POTTER DENNIS L. POTTER SUSAN E. HANSON JAMES M. HANSON CYNTHIA M. LUDWIG KENNETH M. LUDWIG PENNSTON CORP. SUZANNE TEDDER RUSSELL F. TEDDER ANNE C. FRAZIER MARK H. FRAZIER CONNIE J. CALDWELL SIDNEY N. CALDWELL BARBARA MURRAY JAMES D. MURRAY GINA MORRISON RONALD J. MORRISON REBECCA KARR JAMES R. KARR PENNSTON CORP.PENNSTON CORP. PENNSTON CORP. MICHAL E. DEMATTE DAVID L. DEMATTE ALLISON THOMASON SAMUEL L. THOMASON JANE E. STEPHENS SUNTER MARK J. SUNTER GAYLE W. BURGENER STEPHEN D. BURGENER GAYLE W. BURGENER STEPHEN D. BURGENER PENNSTON CORP. 60.00’ E XIS TI N G R/ W E XIS TI N G R/ W 60.00’ 6 0. 0 0 ’ EXISTING R/W EXISTING R/W E X I S T I N G R/ W E X I S T I N G R/ W E X I S T I N G R / W E X I S T IN G R / W 60.00’ ALISA K. YANNOPOULOS GEORGE S. YANNOPOULOS ALISA K. YANNOPOULOS GEORGE S. YANNOPOULOS JESSIE COELL HAUSER GEROLENE WIDENER HAUSER GLADYS L. CROTTS JOHN R. CROTTS BERDINA SMITH JOHN ROY CROTTS JR. 6 0. 0 0 ’ EXISTING R/W EXISTING R/W 60 .00 ’ E XIS T ING R / W E XIS T ING R / W EIP EIP EIP EIP EIP EIP EIP EIP EIP MISTY P. VEGA SILVESTRE VEGA CASTILLO EXISTING R/W EXISTING R/W 6 0.0 0’ EIP EIP EIP EIP GINA CHILDRESS WOODROW H. CHILDRESS JR. EIP EIP HELEN ELLIOTT VICKIE O. DAVIS PHILLIP A. DAVIS DONNA PRANKE CLIFFORD T. PRANKE POPE L.E. BUILDING CO. INC. GEROLENE HAUSER JESSIE C. HAUSER LISA LYNNAE’DARBY HOLNESS KENWORTH FITZGERALD HOLNESS KAREN R. YOKLEY BRENT E. YOKELY KATHERINE ARMSTRONG STEPHEN T. ARMSTRONG JOHN W. DAVIS III JEAN LOCKLEAR BURNICE L. LOCKLEAR HELEN ELLIOTT 20 ’ S AN IT AR Y SE WE R E A S E ME NT 2 0 ’ S ANIT ARY S EWER EAS EME NT 2 0 ’ S ANIT ARY S EWE R E AS EME NT 20’ SANITARY SEWER EASEMENT 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 2 5 ’ S A N I T A R Y S E W E R E A S E M E N T P B 3 6 P G 1 6 20’ SANITARY SEWER EASEMENT 20’ SANITARY SEWER EASEMENT 2 0’ S A NIT A R Y S E W E R E A S E M E N T DB 1345 PG 455 REGRESS EASEMENT INGRESS/EGRESS/ TOWN OF KERNERSVILLE 3 0 ’ S A N I T A R Y S E W E R E A S E M E N T P B 33 PG 115 20 ’ D R A IN A G E E A S EM E N T FULLER GREGORY DEBORAH B. GAITHER JOHN A. GAITHER DIANE RICH JAMES D. RICH TAWNY S. HONAKER FORMERLY KENNETH & KENDRA SHOWALD JEAN LOCKLEAR BURNICE L. LOCKLEAR L T W/L T W / L T W / L T W/ L T W / L T SHEET 19 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 11 SITE 11A SITE 13 SITE 14 SITE 12 S S S S S S S S S S S S S S TS TS S S S S S S S S S S S S S S S S TS 8 2 0 8 2 0 8 2 0 8 2 0 8 2 0 820820 820 820 82 0 8 2 0 8 2 0 8 2 0 82 0 8 2 0 8 2 0 8 2 0 8 2 0 82 0 820 82 0 8 2 0 8 2 0 820 820 820 8 2 082 0 820 820 82 0 8 2 0 8 2 0 820 820 820 820 820 820 820 820 8 2 0 8 2 0 82 0 820 8 2 0 820 82 0 82 0 82 0 8 2 0 820 8 2 0 820 820 8 2 0 8 2 0 8 2 0 8 20 8 2 0 8 3 0 83 0 8 3 0 83 0 83 0 8 3 0 8 3 0 830 83 0 83 0 8 30 83 0 830 830 830 830 8 3 0 8 3 0 8 3 0 830 830 830 830 830 8 3 0 83 0 8 3 0 830 8 3 0 830 830 830 8 3 0 830 83 0 8 3 0 830 830 8 30 830 830 830 8 3 0 8 30 8 3 0 830 830 830 8 3 0 830 830 830 830 830 830 8 30 830 830 8 3 0 830 830 830 8 3 0 830 830 830 830 830 8 3 0 8 3 0 8 3 0 8 3 0 8 4 0 840 8 4 0 840 840 840 840 84 0 8 4 0 8 4 0 840 840 840 8 4 0 84 0 8 4 0 840 8 4 0 840 840 84 0 840 840 84 0 8 4 0 840 840 8 4 0 8 40 840 840 840 8 4 0 8 4 0 8 4 0 8 40 8 4 0 840 840 840 840840 8 4 0 8 4 0 840840 8 4 0 840 840 84 0 840 840 840 840 8 4 0 840 8 4 0 8 4 0 8 4 0 840 84 0 84 0 840 840 84 0 840 840 8 4 0 840 8 4 0 8 40 840 8 4 0 8 4 0 84 0 8 4 0 8 4 0 84 0 840 840 8 40 850 85 0 850 850 850 850 8 5 0 8 5 0 8 5 0 8 5 0 850 850 850 850 850 850 8 50 850 8 5 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 85 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 85 0 8 5 0 8 5 0 850 850 85 0 850 85 0 8 5 0 8 5 0 8 5 0 8 5 0 850 85 0 8 50 8 50 8 5 0 850 850 8 5 0 850 8 5 0 8 50 8 5 0 850 850 8 5 0 8 5 0 850 850 850 850 8 5 0 8 5 0 850 850 8 5 0 8 5 0 860 860 860 860 8 6 0 860 8 6 0 8 6 0 8 6 0 86 0 860 860 860 8 6 0 8 6 0 860 8 6 0860 860 860 860 860 860 860 860 860 860 860 86 0 86 0 860 860 8 6 0 8 60 8 6 0 860 860 8 60 8 6 0 8 6 0 860 860 8 6 0 860 860 860 860 860 860 860 860 8 6 0 8 6 0 860 8 60 860 860 8 6 0 860 8 6 0 86 0 8 6 0 8 6 0 86 0 86 0 860 8 6 0860 8 6 0 860 8 6 0 8 6 0 870 870 870 870 8 7 0 8 7 0 870 870 870 870 870 8 7 0 8 7 0 870 870 870 870 870 870 870 870 870 8 7 0 870 870 8 7 0 8 7 0 870 8 70 8 7 0 870 870 87 0 870 870 870 8 70 8 7 0 870 8 7 0 870 8 7 0 8 7 0 870 8 7 0 870 8 7 0 870 8 7 0 8 7 0 870 8 7 0 880 880 8 8 0 8 8 0 880 880 880 880 8 8 0 880 880 880 880 880 880 880 880 8 8 0 8 8 0 880 8 8 0 88 0 880 880 880 880 880 8 8 0 8 8 0 880 880 8 8 0 8 8 0 890 89 0 89 0 890 890 890 890 89089 0 W L B WL B W LB WLB WL B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 2 0 / 2 0 1 3 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 5 _ c o n j h a r v e y 8 / 1 7 / 9 9 15U-2579B M A T C H LI N E - L- S T A . 6 0 8 + 9 2 S H E E T 1 4 M A TC H LIN E - L- S TA .6 3 3 + 0 0 S H EE T 16 MATC H LIN E -Y4 RPBD - STA.32 + 2 1 SH EE T 16 M A T C H LI N E - Y 4 R P A- S T A.2 0 + 5 0 S H E E T 16 TRAFFIC DIAGRAM -L- 21,300 27,300 24,660 36,980 32,600 43,800 2010 ADT 2030 ADT 47,720 61,160 5,360 7,280 4,940 5,420 6,600 11,800 53,560 79,880 DUAL = 5% TTST = 6% DIR = 60% DHV = 10% DUAL = 6% TTST = 12% DIR = 60% DHV = 10% -Y4- (US 421/I-40 BUS. ) BELTLINE R I G H T O F WA Y R E V I S I O N , 11 / 5 / 12 - P A R C E L 9 8 A A D D E D R I G H T O F W A Y R E V I S I O N , 11 / 5 / 12 - P A R C E L 9 8 A D J U S T E D O N P L A N S T O M A K E I T V I S I B L E 2 " P L 2 " P L 2" PL 6" DI 6 " D I 6 " D I 6" DI 6" DI 2 " P L 6" DI 6" DI 2" P L 2 " P L ( A T U R ) ( A T U R ) ( A T U R ) (ATUR) ( A T U R ) (ATUR) (ATUR) ( A T U R) (ATUR) ( A T U R) ( A TUR) ( A T U R ) ( A T U R) 6 10 6 15 6 2 0 6 2 5 6 3 0 10 1 5 2 0 10 15 2 0 2 5 3 0 10 15 2 0 2 5 3 0 3 5 F F F F F F F F F F F F F F F F C C F F F F F C C NCDOT ( NCDOT ( ( ) ) CHO RD CHO RD CHORD CHORD NCDOT ( ( ) ) NCDOT ( () ) ( ( ) ) NCDOT ( ( 2GI 2GI 2GI 2GI 2GI 2GI 3GI-A 3GI-A FS FS FS FS FSFS 3@10’X9’ RCBC AT BEGIN BRIDGE END SHOULDER BERM GUTTER 2GI FS REMOVE REMOVE REMOVE GRADE TO DRAIN GRADE TO DRAIN CUT AND FILL COMBINATION OF GRADE TO DRAIN WITH REMOVE REMOVE REMOVE REMOVE REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI-A W/ FLAT GRATE 2GI-A W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI-A W/ FLAT HW CL ’I’ RIPRAP CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 36" CSP W/ 2 ELBOWS 3@10’x9’ RCBC GRATE 2GI-A W/ FLAT GRADE TO DRAIN 1 5" C S P Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #5 b= 5 Ft. B= 3 Ft. Min. D= 3 Ft. FROM STA 630+50 TO 633+35 -L- RT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 619+50 TO 621+25 -L- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FROM STA. 627+85 TO 628+85 -L- RT SEE DETAIL#5 LATERAL 3’ BASE DITCHSEE DETAIL#5 LATERAL 3’ BASE DITCHTO BEGIN BRIDGE STA 24+00 -Y4RPBD- LT SHOULDER BERM GUTTER DDE= 200 CY 30’ BASE CHANNEL EST. DDE 18 CY SEE DETAIL#8 HEAD DITCH SEE DETAIL #17 EST. DDE 44 CY W/ CL ’I’ RIPRAP 3’ BASE DITCH Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 24+00 TO 25+40 -Y4RPBD- LT FROM STA 30+20 TO 33+50 -Y4RPBD- RT FROM STA 16+50 TO BOX CULVERT -Y4RPBD- RT FROM STA 625+00 TO 626+00 -L- RT FROM STA 619+00 TO 619+35 -L- LT FROM BOX CULVERT TO STA 616+25 -L- LT STA. 626+30 -L- RT TO BEGIN BRIDGE SHOULDER BERM GUTTER FLAT GRATE 2GI W/ FS2GI MCF MCF FLAT GRATE 2GI W/ AND ROD&LUG CONNECTORS 5’ CSP W/ 2 ELBOWS1 SEE DETAIL#6 EST 154 SY FF EST 57 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 272 SY FF EST 101 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 509 SY FF EST 189 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL #6 EST 216 SY FF EST 80 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 336 SY FF EST 126 TONS CLASS "B" RIPRAP TOE PROTECTION W/ W/ 2365 SY FF EST. 333 TONS CLASS ’I’ RIP RAP EST. DDE 330CY SEE DETAIL#25 TAIL DITCH EST 5 SY FF EST 1 TONS RIP RAP CLASS ’B’ STA 31+00 -Y4RPBD- RT END BRIDGE TO SBG 15" RCP-IV HW 15" RCP-IV 18 " R C P - I V 1 5 " RC P - I V 18" RCP-IV 1 5 " R C P - I V 15 " RC P - IV 24" RCP-IV 24" RCP-IV 24" RCP-IV 4 8 " RC P- C D 30" RCP-IV 3 0 " RC P - I V 18 " RC P - I I I 15" RCP-III 18" RCP-III 15 " RC P - I V 15" RCP-III 15 " RC P - I V 15 " RC P - I V 15 " RC P- I I I 15" RCP-III 18" RCP-III 36" C SP 15 " R C P- I V 15 " RC P-IV CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 15" RCP-IV Natural Natural Ground Ground2:12: 1 ( Not to Scale) Filter Fabric B Type of Liner= Class ’I’ Rip-Rap DETAIL #34 CHANNEL CHANGE B= 15.0 Ft. 1 foot Key In Rip Rap FROM STA. 19+98 TO 21+22 --Y4RPBD- RT EST +/-375 TONS CLASS ’I’ RIP RAP SEE DETAIL #34 CHANNEL CHANGE CHANNEL FILL IN EXISTING SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE DETAIL#6 EST 154 SY FF EST 57 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 54 SY FF EST 20 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#14 W/ 328 SY FF EST. 100 TONS W/ CLASS B RIPRAP LATERAL V-DITCH STA 609+68.44 -L- RT BERM GUTTERBEGIN SHOULDER EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ BENCH FLOODPLAIN BENCH FLOODPLAIN 236’ +85.00 -Y4RPBD- 222’ +40 -Y4RPBD- 4 8 " RC P- C D RIP RAP CLASS ’I’ EST. DDE 40 CY SEE DETAIL #8 TAIL DITCH B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FROM STA. 18+00 TO 18+88 -Y4RPBD- RT FROM STA. 23+43 TO 23+49 -Y4CD- LT SILL 8" VC 8 " V C 8" V C 8" DI 8" VC 8 " V C 8" VC 18" VC 18 " VC 18 " VC 36 " VC 36" V C 24 " VC 2 4 " VC 2 4 " V C 2 4 " V C 18 " V C 18 " V C L O C A T I O N A P P R O X . SCRUB 15" RCP HTR HTR WD S S S 10’ B S T L T W W L T W/L T GERRY RD 20’ BST B L K W A L L S S S S S 72" C HL S 2SBK APT 2 S B K A P T 2 S B K A P T 2 S B K A P T 18" RCP LT 3 0 " C & G B S T 3 0 " C & G CONC CONC CONC CONC CONC DI CB LT CONC H U N T E R L A N E 2 3 ’ B S T L T TIMBER RIDGE 19’ BST L T 3 0 " C & G SOIL S OIL 48" CONC H T R H T R H T R S S CANOPYMTL HT R C A N O P Y MT L C A N O P Y MT L C A NO P Y MT L W S L T W / L T W / L T W / L T HTR S GR W 4 8 " W W 12" R C P PUMP STATION RD 12’ BST 48" WW 48" WD G R 12 " R C P 1 2 " R C P G R 1S F D WALL BK C ON C 3 6 " W S GR W1SFD H TR WS 12 " R C P H T R 12 " R C P 12 " R C P 2 4 " R C P 18 " RC P H T R GUY 2SFD 48" CONC C O N C 9 ’ C O N C 15" RCP LT 2 S B KD 15" RCP 23 ’ B S T L T CONC D I 2 S B K D 2SBKD 2 S B K D 2SBKD 2SBKD 2SBKD CONC CONC 10’ CONC 10’ CONC 10’ CONC WASHINGTON CT 20’ BST 4 8 " C O N C 48" C O N C C O N C L T K O I P O N D 4 8 " C O N C 15 " R C P 15 " R C P 15 " R C P L T 2SFD 4 8 " W D & W W 4 8 " C O N C 9’ CONC 4 8 " C O N C 2SBKD CONC S LT 1 5 " R C P FOUNDATION 1 5 " R C P L T 1 5 " R C P 15 " R C P 4 8 " C O N C 4 8 " B K 1 5 " R C P L T LT BK WALL L O N G W A L K D R 2 0 ’ B S T G S ABAND 2SFD WALLBK WALKBK 15’ CONC 1 0 ’ C O N C 10’ C O N C 2SB KD 2 S B KD 2SBKD 48 " C ON C 4 8 " C O N C 48" CONC CONC 30"C&G 30 "C&G 3 0 "C & G POO L CONC 48"IRON S R 4 2 4 1 R E G E N T S P A R K R D 2 6’ B S T 8’ CONC W D D K DK WD WD DK WD DK CONC W D D K W D D K D I 15 " R C P BST 3 0 " C & G S C R U BS C R U B S C R U B SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB 15 " R C P 15 " R C P W D D K W D D K W D D K D K W D L T 15" RCP CONC W CONC CONC CONC DKWD 1 8 " R C P 15 " R C P 1 5 " R C P 15" RCP 1 5 " R C P D I D I 18" RCP 24" CMP 15 " RC P W/ L T CONC CONC48" CO NC 72’ LATTICE GR W / L T LT LT GRAU-350 B-77 B-77 B-77 B-77 B-77 GRAU-350 G R A U- 350 B- 77 B- 77 B- 77 CAT- 1 B-77 B-77 B- 77 B-77 CAT- 1 TYPE M350 TYPE M350 B-77 B-77 TES TES TYPE B-77 18" RCP INV=857.12 INV=857.47 1 5 " R C P D I 15 " R C P 18 " R C P D I 15" RCP 15 " RC P 15 " R C P D I D I SANDRA F. SHREVE FLORINE SMITH SYKES BRANDON P. MILLER DEBORAH P. MILLERDORIS CROTTS KAYLON C. CROTTS GLADYS L. CROTTS JOHN R. CROTTS JOHN NATHAN TABOR PENNSTON CORP. 20’ DRAINAGE EASEMENT PB 33 PG 115 2 0 ’ D R A I N A G E E A S E M E N T P B 3 3 P G 11 5 20’ DRAINAGE EASEMENT PB 33 PG 115 20’ S A NIT A R Y SE WE R E ASE ME NT P B 36 P G 16 2 0 ’ S AN IT ARY S EWER EAS EMENT P B 3 6 P G 16 20’ DRAINAGE EASEMENT PB 33 PG 115 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T P B 3 6 P G 16 20’ S A NIT A R Y S E W E R E A S E M E N T P B 36 P G 16 EIP EIP EIP EIP EIP HELEN ELLIOTT HELEN ELLIOTT EIP EIP EIP EIP EIP EIP EIP MARCIA H. POTTER DENNIS L. POTTER SUSAN E. HANSON JAMES M. HANSON CYNTHIA M. LUDWIG KENNETH M. LUDWIG PENNSTON CORP. SUZANNE TEDDER RUSSELL F. TEDDER ANNE C. FRAZIER MARK H. FRAZIER CONNIE J. CALDWELL SIDNEY N. CALDWELL BARBARA MURRAY JAMES D. MURRAY GINA MORRISON RONALD J. MORRISON REBECCA KARR JAMES R. KARR PENNSTON CORP.PENNSTON CORP. PENNSTON CORP. MICHAL E. DEMATTE DAVID L. DEMATTE ALLISON THOMASON SAMUEL L. THOMASON JANE E. STEPHENS SUNTER MARK J. SUNTER GAYLE W. BURGENER STEPHEN D. BURGENER GAYLE W. BURGENER STEPHEN D. BURGENER PENNSTON CORP. 60.00’ E XIS TI N G R/ W E XIS TI N G R/ W 60.00’ 6 0. 0 0 ’ EXISTING R/W EXISTING R/W E X I S T I N G R/ W E X I S T I N G R/ W E X I S T I N G R / W E X I S T IN G R / W 60.00’ ALISA K. YANNOPOULOS GEORGE S. YANNOPOULOS ALISA K. YANNOPOULOS GEORGE S. YANNOPOULOS JESSIE COELL HAUSER GEROLENE WIDENER HAUSER GLADYS L. CROTTS JOHN R. CROTTS BERDINA SMITH JOHN ROY CROTTS JR. 6 0. 0 0 ’ EXISTING R/W EXISTING R/W 60 .00 ’ E XIS T ING R / W E XIS T ING R / W EIP EIP EIP EIP EIP EIP EIP EIP EIP MISTY P. VEGA SILVESTRE VEGA CASTILLO EXISTING R/W EXISTING R/W 6 0.0 0’ EIP EIP EIP EIP GINA CHILDRESS WOODROW H. CHILDRESS JR. EIP EIP HELEN ELLIOTT VICKIE O. DAVIS PHILLIP A. DAVIS DONNA PRANKE CLIFFORD T. PRANKE POPE L.E. BUILDING CO. INC. GEROLENE HAUSER JESSIE C. HAUSER LISA LYNNAE’DARBY HOLNESS KENWORTH FITZGERALD HOLNESS KAREN R. YOKLEY BRENT E. YOKELY KATHERINE ARMSTRONG STEPHEN T. ARMSTRONG JOHN W. DAVIS III JEAN LOCKLEAR BURNICE L. LOCKLEAR HELEN ELLIOTT 20 ’ S AN IT AR Y SE WE R E A S E ME NT 2 0 ’ S ANIT ARY S EWER EAS EME NT 2 0 ’ S ANIT ARY S EWE R E AS EME NT 20’ SANITARY SEWER EASEMENT 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 2 5 ’ S A N I T A R Y S E W E R E A S E M E N T P B 3 6 P G 1 6 20’ SANITARY SEWER EASEMENT 20’ SANITARY SEWER EASEMENT 2 0’ S A NIT A R Y S E W E R E A S E M E N T DB 1345 PG 455 REGRESS EASEMENT INGRESS/EGRESS/ TOWN OF KERNERSVILLE 3 0 ’ S A N I T A R Y S E W E R E A S E M E N T P B 33 PG 115 20 ’ D R A IN A G E E A S EM E N T FULLER GREGORY DEBORAH B. GAITHER JOHN A. GAITHER DIANE RICH JAMES D. RICH TAWNY S. HONAKER FORMERLY KENNETH & KENDRA SHOWALD JEAN LOCKLEAR BURNICE L. LOCKLEAR L T W/L T W / L T W / L T W/ L T W / L T 25 50 100500 PLANS WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 15-1U-2579B 9 / 2 0 / 2 0 1 3 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 5 _ S I T E 1 1 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 20 OF 64 PERMIT DRAWING SITE 11 SITE 11A SITE 13 SITE 12 S S S S S S S S S S S S S S TS TS S S S S S S S TS W L B WL B W LB WLB WL B 2 " P L 2 " P L 6" DI 6 " D I 6" DI 2 " P L ( A T U R ) ( A T U R ) (ATUR) ( A T U R ) ( A TU R) 6 1 5 6 2 0 15 2 0 2 5 2 0 2 5 F F F F F F F F C C F F F FC C NCDOT ( ( ) ) CHO RD CHO RD CHORD () NCDOT ( () ) ( ( ) ) NCDOT 2GI 2GI 3GI-A 3GI-A FS FS FS 3@10’X9’ RCBC AT BEGIN BRIDGE END SHOULDER BERM GUTTER GRADE TO DRAIN GRADE TO DRAIN CUT AND FILL COMBINATION OF GRADE TO DRAIN WITH REMOVE REMOVE REMOVE REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI-A W/ FLAT GRATE 2GI-A W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI-A W/ FLAT CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 36" CSP W/ 2 ELBOWS 3@10’x9’ RCBC GRATE 2GI-A W/ FLAT GRADE TO DRAIN TO BEGIN BRIDGE STA 24+00 -Y4RPBD- LT SHOULDER BERM GUTTER DDE= 200 CY 30’ BASE CHANNEL EST. DDE 18 CY SEE DETAIL#8 HEAD DITCH STA. 626+30 -L- RT TO BEGIN BRIDGE SHOULDER BERM GUTTER FLAT GRATE 2GI W/ FS2GI SEE DETAIL#6 EST 154 SY FF EST 57 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 272 SY FF EST 101 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL #6 EST 216 SY FF EST 80 TONS CLASS "B" RIPRAP TOE PROTECTION W/ HW 18" RCP-IV 1 5 " R C P - I V 1 5 " R C P - I V 24" RCP-IV 24" RCP-IV 24" RCP-IV 4 8 " RC P- C D 30" RCP-IV 3 0 " R C P - I V 1 8 " R C P - I I I 15" RCP-III 18" RCP-III 1 5 " R C P - IV 15" RCP-III 15 " RC P-I V 15 " RC P-IV CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 15" RCP-IV EST +/-375 TONS CLASS ’I’ RIP RAP SEE DETAIL #34 CHANNEL CHANGE CHANNEL FILL IN EXISTING SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE DETAIL#6 EST 154 SY FF EST 57 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 54 SY FF EST 20 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#14 W/ 328 SY FF EST. 100 TONS W/ CLASS B RIPRAP LATERAL V-DITCH BENCH FLOODPLAIN BENCH FLOODPLAIN 236’ +85.00 -Y4RPBD- 222’ +40 -Y4RPBD- 4 8 " RC P- C D RIP RAP CLASS ’I’ EST. DDE 40 CY SEE DETAIL #8 TAIL DITCH SILL 8" VC 8" V C 8" DI 8" VC 8 " V C 18 " V C 36 " VC 36" V C 2 4 " VC 2 4 " V C 2 4 " V C 7 2 " C HL CONC CONC 2 S B K D CONC D I 2SBKD 2 S B K D 2SBKD 2SBKD 2SBKD CONC CONC 10’ CONC 10’ CONC 10’ CONC 4 8 " C O N C 48" C O N C 15 " R C P 1 5 " R C P L T 4 8 " W D & W W 4 8 " C O N C 2SBKD CONC S LT 1 5 " R C P FOUNDA TION 1 5 " R C P L T 1 5 " R C P 1 5 " R C P 4 8 " C O N C 4 8 " B K 1 5 " R C P L T L T BK WALL L O N G W A L K D R 2 0 ’ B S T ABAND 2SFD WALLBK WALKBK 15’ CONC 1 0 ’ C O N C 10’ C O N C 2S B KD 2 S B KD 48 " C O N C 48" CONC30"C&G 8’ CONC D K WD WD DK CONC W D D K W D D K D I SCRUB SCRUB W D D K D K W D CONC DKWD 1 8 " R C P 1 5 " R C P 1 5 " R C P 24" CMP 48" CO NC 72’ LATTICE GRAU-350 G R A U- 3 5 0 B- 77 B- 77 TES TES 1 5 " R C P D I 1 5 " R C P 1 8 " R C P D I PENNSTON CORP. 20’ DRAINAGE EASEMENT PB 33 PG 115 2 0 ’ D R A I N A G E E A S E M E N T P B 3 3 P G 11 5 20’ DRAINAGE EASEMENT PB 33 PG 115 20’ S A NIT A R Y SE WE R E ASE ME NT P B 36 P G 16 2 0 ’ S AN IT A R Y S E WE R E A S E ME N T P B 3 6 P G 16 20’ DRAINAGE EASEMENT PB 33 PG 115 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T P B 3 6 P G 16 EIP HELEN ELLIOTT HELEN ELLIOTT EIP PENNSTON CORP. GINA MORRISON RONALD J. MORRISON REBECCA KARR JAMES R. KARR PENNSTON CORP.PENNSTON CORP. PENNSTON CORP. MICHAL E. DEMATTE DAVID L. DEMATTE 60.00’E X I S T I N G R/ W E X I S T I N G R/ W EIP EIP DONNA PRANKE CLIFFORD T. PRANKE POPE L.E. BUILDING CO. INC. LISA LYNNAE’DARBY HOLNESS KENWORTH FITZGERALD HOLNESS KAREN R. YOKLEY BRENT E. YOKELY JOHN W. DAVIS III HELEN ELLIOTT 20 ’ S AN IT A R Y S E WE R E A S E ME N T 20’ SANITARY SEWER EASEMENT 2 5 ’ S A N I T A R Y S E W E R E A S E M E N T P B 3 6 P G 1 6 20’ SANITARY SEWER EASEMENT 20’ SANITARY SEWER EASEMENT 2 0’ S A NIT A R Y S E W E R E A S E M E N T DB 1345 PG 455 REGRESS EASEMENT INGRESS/EGRESS/ TOWN OF KERNERSVILLE P B 33 P G 115 20 ’ D R A IN A G E E A S EM E N T DEBORAH B. GAITHER JOHN A. GAITHER DIANE RICH JAMES D. RICH S S SURFACE WATER DENOTES IMPACTS IN 25 50 100500 PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 15-2U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 5 _ S I T E 1 4 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 21 OF 64 PERMIT DRAWING SITE 14 S S S S S S S S S M A T C H LIN E - L- S T A . 6 3 3 + 0 0 S H E E T 16 M A T C H LI N E - Y 4 R P A- S T A.2 0 + 5 0 S H E E T 16 6 3 0 3 5 F F 2GI 2GI FS FS 2GI FS REMOVE GRATE 2GI W/ FLAT 1 5 " C S P MCF MCF EST 5 SY FF EST 1 TONS RIP RAP CLASS ’B’ 15 " R C P - III 15" RCP-III 18" RCP-III 18 " V C W 18 " R C P H T R GUY SCRUB GR W / L T GRAU-350 B-77 B-77 B-77 B-77 B-77 B-77 B-77 CAT- 1 TYPE M350 TYPE M350 B-77 B-77 SANDRA F. SHREVE GLADYS L. CROTTS JOHN R. CROTTS BERDINA SMITH EIP 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T W / L T R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 5 A _ L s t a 6 1 5 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 22 OF 64 PERMIT DRAWING DIVISION OF HIGHWAYS N. C. DEPARTMENT OF TRANSPORTATION CULVERT SURVEY & HYDRAULIC DESIGN REPORT ADDITIONAL INFORMATION AND COMPUTATIONS Stream Classification (Such as Trout, High Quality Water, etc.) HYDRAULICS UNIT 8 2 0 0 100100200300 200 300 400 500 820 840 860 880 O USGS REGRESSION 25% IMP ZONED RS9 AND RS12 (RES 9000-12000 SF) =841.8 EXST 100 YR =841.5 EXST 50 YR =842.9 PROP 100 YR =842.2 PROP 50 YR = 8 4 1 . 5 E XS T 5 0 Y R SKEWED 3.02:1 NORMAL 2:1 SKEWED 2.44:1 NORMAL 2:1 FEMA DETAILED STUDY AREA YADKIN RIVER BASIN 833.0’ 819.0’SLOPE=2.35% BED EL=825.82 3@10’x9’ RCBC PERFORMANCE TABLE 30’30’ BEVELED HW BEDROCK -DEBRIS POTENTIAL: MODERATE OBSERVED IN THE 100 YR FLOOD PLAIN -THERE WERE NO DWELLINGS OR STRUCTURES -BED MATERIALS: SILT, SAND, COBBLES, AND ROCK 7-20-07=834.78 NWSE AND WSE ON C O N N EC TO RS A N D RO D A N D LU G 15 " C SP W / 2 ELBO W S G RA TE 2G I-A W / FLA T GP EL=873.51’ SKEW=55 3@10’x9’ RCBC CL STA 616+45 -L- TB LT TB LT TB RT TB RT WS WS YADKIN RIVER BASIN SHEET 23 OF 64 PERMIT DRAWING P P (POND) SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SITE 14 SITE 15 SITE 16 SITE 15A S S S S S S S S S F F F F F F F F F S S S S S SS S S S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 6 j h a r v e y 8 / 1 7 / 9 9 16U-2579B MATCHLINE -Y4- STA.82+26 SHEET 27 M A TC H LIN E - L - S TA .6 3 3 + 0 0 S H EET 15 MATCHLINE -Y4- STA.102+90 SHEET 28 M ATC H LIN E - L - STA .6 5 6 + 5 1 SH EET 17 TRAFFIC DIAGRAM -L- MATC H LIN E - Y4 RPBD - STA.3 2 + 2 1 SH EET 15 M A T C H LI N E - Y 4 R P A - S T A.2 0 + 5 0 S H E E T 1 5 M ATCHLINE -Y4RPB- STA.19+00 SHEET 28 MATCHLINE -Y5- STA. 38+50 SHEET 28 21,300 27,300 24,660 36,980 32,600 43,800 2010 ADT 2030 ADT MATCHLINE -Y4RPA- STA.26+95 SHEET 27 MATCHLINE -Y5- STA.18+00.00 SHEET 27MATCHLINE -Y4RPBD- STA.63+00.00 SHEET 27 47,720 61,160 5,360 7,280 4,940 5,420 6,600 11,800 53,560 79,880 DUAL = 5% TTST = 6% DIR = 60% DHV = 10% DUAL = 6% TTST = 12% DIR = 60% DHV = 10% -Y4- (US 421/I-40 BUS. ) BELTLINE R I G H T O F W A Y R E V I S I O N , 11/ 5 / 12 - P L A N S A D J U S T E D S O T H A T P A R C E L 9 8 I S V I S B L E O N P L A N S 6 3 5 6 4 0 6 4 5 6 5 0 6 5 5 5 25 30 35 15 20 25 30 1 5 20 2 5 3 5 4 0 4 5 50 60 15 4 0 4 5 5 0 5 5 6 0 15 10 15 2 0 10 15 2 0 20 25 30 85 90 95 100 GERRY RD 20’ BST F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C F F F F C F C C F F C F F F F F F F F F F F F F C C C C C F F F F F F F C C C C C C C C F F F F +10 200’ +00.00 -Y5- 50.00’ 30.00’ +63.61 -Y5DET- 50.00’ 73.00’ -Y5DET- +50.00 CHORD CHO RD NCDOT ( ( ) ) NCDOT () NCDOT ( () ) NCDOT() NCDOT () NCDOT ) ) () NCDOT ( () ) 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI CB CB CB CB CB CB CB CB 2GI CB 2GI BDO CB 2GI 2GI 2GI 2GI 2GI 2GI JB w/MH 2GI JB w/MH 2GI 4OTCB 2GI 2GI 2GI 2GI JB w/MH 4OTCB 15 " C S P 3GI-A 3GI-A 2GI-A 2GI-A FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS HW HW HW JB w/MH JB w/MH 2 4" CS P FS FS FS FS FS REMOVE 2GI 2GI REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE P PLUG REMOVE REMOVE REMOVE REMOVE DITCH TIE TO EXISTING GRATE 2GI W/ FLAT REMOVE MATERIAL FILL W/ FLOWABLE 2GI FS 2GI FS REMOVE 2GI FS REMOVE RETAIN RETAIN RETAIN JB w/ MH CONVERT TO 2GI Conv. OTCB To 2GI FS REMOVE P P PLUG RETAIN FS 2GI CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 2 ELBOWS 15" CSP W/ CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS W/ ELBOW " CSP18 STA 18+50 TO 19+95 -Y4LPD- RT BERM DITCH 15 " CSP REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT STA 42+25 TO BEGIN BRIDGE -Y4RPBD- LT SHOULDER BERM GUTTER REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT REMOVE FES REMOVE HW REMOVE FES FLAT GRATE 2GI W/ REMOVE REMOVE 2 ELBOWS 15" CSP W/ STA. 31+60 -Y5- TO BEGIN BRIDGE SHOULDER BERM GUTTER STA. 55+20 -Y4RPBD- LT TO END BRIDGE SHOULDER BERM GUTTER STA. 640+50 -L- RT TO BEGIN BRIDGE SHOULDER BERM GUTTER EST 60 SY FF EST 30 TONS RIP RAP CLASS ’I’ EST 22 SY FF EST 6 TONS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 11 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 5 SY FF EST 1 TONS RIP RAP CLASS ’B’ EST 8 SY FF EST 2 TONS RIP RAP CLASS ’I’ EST 16 SY FF EST 4 TONS RIP RAP CLASS ’I’ EST 75 SY FF EST 40 TONS RIP RAP CLASS ’I’ EST 8 SY FF EST 2 TONS RIP RAP CLASS ’I’ EST 16 SY FF EST 4 TONS RIP RAP CLASS ’I’ FROM STA 18+ 25 TO 19+ 25 -Y4RPD - LT Natural Ground ( Not to Scale) 2:12: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #5 b= 5 Ft. B= 3 Ft. Min. D= 3 Ft. FROM STA 638+35 TO 640+55 -L- LT FROM STA 630+50 TO 633+35 -L- RT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #13 *When B is < 6.0’b= 5 Ft. B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 644+00 TO 646+05 -L- LT ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 4:1 or Flatter Natural Ground D d Fill Slope 2: 1 Fabric Filter DETAIL #20 Type of Liner= Class ’B’ Rip-Rap Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 59+75 TO 60+15 -Y4RPBD- RT FROM STA 17+20 TO 17+50 -Y4LPD- RT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #25 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 4 Ft. Max. d= 3 Ft. Min. D= 3 Ft. FROM STA. 19+29 TO 21+12 -Y4RPA- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Fill Slope F L AT T E R 2: 1 OR DETAIL #27 d= 1 Ft. Type of Liner= Class ’I’ Rip-Rap FROM STA. 39+01 TO STA. 39+35 -Y4CD- LT SEE DETAIL#6 TOE PROTECTION SEE DETAIL#5 LATERAL 3’ BASE DITCH SEE DETAIL#13 W/ 385 SY FF EST. 148 TONS W/ CLASS ’B’ RIP RAP LATERAL 3’ BASE DITCH SEE DETAIL#5 LATERAL 3’ BASE DITCH SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ W/ 108 SY FF EST. 40 TONS SEE DETAIL#20 W/ CLASS ’B’ RIP RAP SPECIAL LATERAL ’V’ DITCH SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE FLAT GRATE 2GI W/ NARROW SLOT STA. 640+50 -L- LT TO BEGIN BRIDGE SHOULDER BERM GUTTER CONNECTORS AND ROD AND LUG 24" CSP W/ 2 ELBOWS W/ 2 ELBOWS 15" CSP SEE DETAIL#6 EST 386 SY FF EST 143 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 432 SY FF EST 160 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#27 EST 66 SY FF EST 32 TONS CLASS "I" RIPRAP TOE PROTECTION W/ SEE DETAIL#27 EST 66 SY FF EST 32 TONS CLASS "I" RIPRAP TOE PROTECTION W/ 18" RCP-III 18" RCP-III 15 " RC P - III 15" RCP-III 42" RCP-C D 42" RCP-C D 15 " RC P - IV 15 " RC P- III 18 " RC P- IV 15 " RC P- III 18 " RC P- III 24" RCP-III 24" R C P-III 2 4 " RC P- III 15" RCP-III 18 " RC P- III 24" RCP-III 15" RCP-III 18" RCP-III 1 5 " R C P-III 15" RCP-IV 15" RCP-III 2 4 " R C P-I V 24" RCP-IV 15" RCP-III 30" R C P-III 15" R C P-III 15 " RC P- III TRENCHLESS INSTALLATION 48" WELDED STEEL 15" RCP-III 15" RCP-IV 24" RCP-V 24" RCP-V 24" RCP-IV 24" RCP-III 18 " RC P- IV 18" RCP-III 15" R C P-I V 18 " RC P- III 15" RCP-III 1 5 " R C P - I V 18" RCP-III 18" RCP-IV 1 5 " R C P- III 18" RCP-III 54" RCP-V 54" RCP-V 60" RCP-C D 60" RCP-C D 15 " RC P - III 18" RCP-III 15" RCP-III 15" RCP-III 15" RCP-IV 2GI 15 " RC P-III FS 2OTCB FLAT GRATE 2GI W/ SHOULDER BERM GUTTER SEE DETAIL #6 TO STA 50+00 -Y4RPBD- LT STA 47+15 -Y4RPBD- TOE PROTECTION SEE SHEET 2-TT PSH STA 22+72.73 -Y4RPA- LT BEGIN SHOULDER BERM GUTTER STA 24+50 -Y4RPA- LT END SHOULDER BERM GUTTER Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 26+50 TO 29+40 -Y4RPD- RT FROM STA 60+00 TO 62+50 -Y4RPBD- LT GRATE 2GI W/ FLAT EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ 24" RCP-III 18" R C P-C D 15" CSP W/2 ELBO WS CONNECTORS AND ROD AND LUG 15" CSP W/2 ELBOWS SC R U B U CS H T R S 4 8 " 4 S B W 18 " R C P 15" RCP 18" CMP 18" RCP 4" HDPE C O N C HW 30" CMP R U S T E D B R O K E N A N D P I P E E N D 2 4 " R C P FE S F E S 18 " R C P 15 " R C P 4 2 " R C P 1S F D 3 S B W 10 ’ BST S R 2 6 8 7 H AS T INGS H ILL R D 2 2 ’ B S T 12 " R C P B WD W /LT S 1S B KD 20 ’ CONC GR S S 1S B KD 20’ CONC 72" CHL 7 2 " WD 15 ’ BST 1S B KD 18’ BST S 1S F D 36" CONC 48" PLASTIC 1S F D WD CONC 3 6 "C O N C C A N O P Y M T L S W 4 8 " P LA S T IC 1SBW 48"WW 15 " R C P WEAVIL RIDGE RD GR 1S B K D 3 6 " B K 60" CHL W/ L T 1S F D GR S 12’ CONC 1S B K D 4 8 " C O N C 12" RCP W / L T 12 " R C P 15 " RC P C ON C 2 S B KD 4 8 " C HLW G CONC WD 2SBKD GR G R GR 12 " R C P 12 " R C P S R 2 6 8 7 H AS T IN GS H ILL R D 2 0 ’ B S T S B S GATEMTL GATEMTL SILO 2S F D W/ L T 1SFD S B S T 20’ BST CONC CURB CONC CURB G 3 6 " C O N C B K W A L L B K WA L L 48" 5SELEC 60" WD 48" WW 48" WW M T LM T L M T L M T L 6 0 "WW& 1S B W DOCKWD 1SLOGD S S S C A N OP Y MT L HT R C O N C BST 4 8 " CHL 6 0 " CH L 6 0 "W W & 1S B W GERRY RD 20’ BST F O U NDATI ON A BAND 12" RCP 12" RCP HTR HTR HTR HTR S S S W W / L T W / L T W/LT 1S B KD S W D B 1SFD S W D GR 12 " R C P 12 " R C P B 6 0 "W W & 1S B W W/ L T W/ L T 3 6 " WW& 1S B W M T L M T L 48" WW 60" WD 15 " R C P 18 " R C P 15 " R C P GATE M T L W/LT 6 0 "WW 1S B W 6 0 "W W & 1S B W WD DK WD DK D KWD 4 8 " C O N C 4 8 " B K WD DK WD DK G A TE MTL 3 6 " C O N C 12 " R C P WD D K CONC CONC CURB CONC CURB S OIL G R 12 " R C P GR GR 6 0 " C HL 3 6 " C O N C 1S B K D D K W D G R G R G R W/LT 48"WW&1SBW D I D I D I D I D I 2 4" RCP D I D I PONDW.E.852.7 P ON D W.E .8 6 5 .5 SCRUB SCRUB 5 S E L E C 4 S B W S C R U B SCRUB SCRUB 4SBW 4 S B W 5 S E L E C BST 36" CONC S C R U B I- 4 0 B U S WB L U S 4 2 1 N B L 2 6 ’ B S T I- 4 0 B U S E B L U S 4 2 1 S B L 2 6 ’ B S T 10’ CONC 4 8 " P L A S T IC R A IL 9’ CONC RAIL 3 S B W 3 S B W S HTR HTR HTR HTR HTR H T R HTR HTR s 12" RCP 12" RCP W/LT W/ L T 12" RCP 12" RCP CANOPYMTL 15" RCP 12" RCP 15" RCP HTR CANOPYMTL G R W LT W W/LT G R 3 6 " C H L 4 8 " C H L S SW 4 8" C H L SW 3 6" W D HTR S G R GR S OIL W/ L T L TW S 4 8" W D S R 2 8 2 7 H A M M O N D S T 17’ B S T S 48" CHL 15" RCP 15" RCP 4 8" C H L G R LT W/ L T 12" RCP G R G R S W 7 2" W D S S 4 8" C H L S S 4 8" C H L HTR HT R HT R HTR HTR HT R H T R HT R H T R HT R HTR 2SBKD CANOPYMTL 1 2 " R C P 12" R C P GR SS LT 12" RCP G R S OIL48" CHL 12" RCP 12" RCP S GR G R GR LT W 1 2 " R C P 1 2 " R C P GR SOIL W 15 " R C P 12 " R C P 12 " R CP 15 " R C P GR GR GR GR GR GR S S W W W S S S 1SFD S SS S S S S SS S G CANOPYMTL W W W W S W W 24" RCP 18" RCP 1 8 " R C P 1 8 " R C P ABANDHTR G R GR GR S 1S F D CONC 36" ABANDS S S SW S S S 12" R C P 12 " R C P S 4 8" W W 48" WW 4 8" C H L GR 4 8 " W W GR GR 4 WW 1S B W H T R SCRUB SCRUB SCRUB SCRUB W . E . 852 .8 APPROX S C R U B S 36" WW&1SBW GR GR 4 8" C H L W POND T IMB E R S HTR HT R HTR S R 2 8 2 8 R A C H E L S T 17’ B S T 18" R C P 18 " R C P 6 " HDPE 6" DIP W/ L T W / L T W/ L T PONDW. E. 852.7 W/L T 12" RCP 12 " R C P GR W T W 16 " D I 16 " DI 16 " D I 6 " D I 6 " D I 6 " DI 4 " P L 4 " P L 4 " P L GRAU-350 GRAU-350 GRAU-350 GRAU-350 C AT - 1 B-77 B-77 B-77 B-77 GRAU-350 B-77 B-77 CAT- 1 CAT-1 CAT-1 G R A U - 3 5 0 B-77CAT-1 B-77 B-77 CAT-1 GRAU-350 GRAU-350 CAT-1 GRAU-350 CAT-1 GRAU-350 ATTENUATOR TYPE-350 TYPE B- 7 7 G RAU 3 5 0 G RAU 3 5 0 B-77 B-77 B-77 GRAU-350 CAT-1 C A T- 1 G RAU 3 5 0 G RA U 3 5 0 C A T- 1 TYPE B- 7 7 TYPE B- 7 7 TYPE B- 7 7 TYPE B- 7 7 TYPE B- 7 7 G RAU 3 5 0 TYPE B- 7 7 TYPE B- 7 7 G RAU 3 5 0 TYPE B-77 TYPE B-77 TY PE B-77 TYPE B-77 G R A U 350 T L-3 T Y P E B- 7 7 TYPE B-77 6" DIP 30" CMP R U S T E D B R O K E N A N D P IP E E N D 6 " HDPE 42" RCP 4" HDPE INV=866.23INV=858.11 18" RCP INV=865.36INV=864.14 24" R C P F E S F E S 15" RCP C B C B C B C B C BC B 18" R C P 18 " R C P 18" RC P 18" R C P C B 18" RCP 18" RCP 18 " R C P 18" RCP 15" RCP C O NC H W MABEL HAM DOROTHY T. BAKER DOROTHY A. BAKER BERDINA SMITH SANDRA F. SHREVE FLORINE SMITH SYKES FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD REGIONAL REALTY INC. TED F. SWAIM JR. LOUIS D. REECE FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD EVA TAYLOR 30’ ACCESS EASEMENT DB 1538 PG 142 3 0 ’ A CCE S S EA S E MENT DB 2 0 3 0 P G 12 7 9 3 0 ’ A C C E S S E A S E M E N T D B 16 4 7 P G 4 0 2 60 .00 ’ E XIS T ING R / W E XIS T ING R / W EIP EIP EIP EIP EIP EIP E IP E IP E IP E IP E IP E IP E IP W.L. TRULL FAY C. WOODS ROLAND WILLIS WOODS PATTI RHODES JERRY W. RHODES 60.00’ E XIS TI N G R/ W E XIS TI N G R/ W 60.00’ 6 0.0 0’ EXISTING R/W EXISTING R/W E IP E IP W A D E S M IT H 272.00’ 294.00’ E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W WADE SMITH M IL D R E D S . S M IT H W A D E W . S M IT H C H A R L E S M . S IM M O N S TRACY LEE DEBUSK E IP ALBERT RAY LONG E X IS T IN G R / W 278.00’ E X IS T IN G R / W EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 60.00’ E X IS T ING R / W E XIS T ING R / W E XIS TI N G R/ W E XIS TI N G R/ W E IP E IP FAYE PEDDYCORD REX LANIER PEDDYCORD FAYE PEDDYCORD REX LANIER PEDDYCORD 250.00’ E X IS T IN G R / W E X IS T IN G R / W E XIS T ING R / W 60 .00 ’ EXIS T ING R/ W R/W MON R / W MO N R / W M O N R / W M O N R / W M O N E IP FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD E X IS T IN G R / W E X IS T IN G R / W PENNY NELSON ENSCORE RICHARD LEE ENSCORE 272.00’ E IP IM O G E N E L . E L A M MELODY MYERS PEDDYCORD STEPHEN MICHAEL PEDDYCORD ANGELA WAUGH JOHN LEWIS WAUGH FAYE G. PEDDYCORD REX L. PEDDYCORD GARY LEE WEAVIL GEROLENE HAUSER JESSIE C. HAUSER JAMES R. ATKINS GAIL MILLER BURLEY B. MILLER JEAN LOCKLEAR BURNICE L. LOCKLEAR BETSY GORDON BOBBY F. GORDON SEVENTH DAY ADVENTISTS ASSOCIATION OF SOUTHERN UNION CONFERENCE ZEPEDA DAVID TORRES JEAN SNYDER LOCKLEAR BURNICE LOCKLEAR JR. BARBARA M. SHORT ANDREW HOLDER KENNETH (FORMERLY - GRIFFIN FAMILY PRESERVATION TRUST) NC D.O.T. T O W N O F K E R N E R S V IL L E T O W N O F K E R N E R S V IL L E F O R S Y T H C O U N T Y F O R S Y T H C O U N T Y ; ; ; ; E IP 26.28’ +37.41 5 .2 2 ’ + 3 1.0 1 1 15 . 4 1 ’ + 8 6 . 6 8 9 6 . 0 8 ’ + 8 6 . 6 1 89. 7 9’ + 0 6.8 4 B R IA N J . S IM M O N S R E N E E F A B IN IA K & PRESERVATION TRUST GRIFFIN FAMILY LINDA W. REED BETTY W. PEDDYCORD DONALD L. PEDDYCORD TIMOTHY C. SMITH TAWNY S. HONAKER FORMERLY KENNETH & KENDRA SHOWALD CAROL DEBUSK LEROY G. DEBUSK DEE CONRAD FORMERLY FLOYD & KONNIE CONRAD JEAN LOCKLEAR BURNICE L. LOCKLEAR ALBERT RAY LONG IMOGENE L. ELAM W/ L T LT LT W / L T W/L T W / L TW / L T SHEET 24 OF 64 PERMIT DRAWING P P (POND) SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SITE 14 SITE 15 SITE 16 SITE 15A S S S S S S S S S F F F F F F F F F S S S S S SS S S S 830 8 3 0 8 3 0 8 3 0 830 830 830 8 4 0 840 8 4 0 8 4 0 840 840 840 840 840 840 840 840 850 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 850 8 5 0 8 5 0 8 5 0 850 8 5 0 8 50 8 5 0 8 5 0 8 5 0 850 8 5 0 850 850 850 850 850 8 5 0 8 5 0 850 850 850 850 8 5 0 860 860 860 8 6 0 8 6 0 8 6 0 860 8 6 0 860 860 860 860 8 6 0 8 6 0 8 6 0 860 860 8 6 0 860 860 860 860 860 860 860 8 6 0 860 860 860 8 6 0 8 6 0 86 0 860 8 6 0 8 6 0 860 870 870 8 7 0 8 7 0 870 8 7 0 870 870 870 870 8 7 0 8 7 0 8 7 0 8 7 0 870 87 0 8 7 0 87 0 870 870 870 870 87 0 870 8 7 0 8 7 0 870 870 870 8 7 0 870 8 70 870 8 7 0 870 870 8 8 0 880 8 8 0 8 8 0 880 880 880 880 880 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 8 8 0 880 880 880 880 880 880 880 880 880 880 880 880 880 880 8 8 0 8 8 0 8 8 0 8 8 0 880 880 880 880 880 8 8 0 8 8 0 880 880 880 880 880 8 9 0 8 9 0 8 9 0 890 890 890 890 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 890 8 90 8 9 0 890 8 9 0 8 9 0 890 890 890 890 890 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 8 9 0 890 8908 9 0 890 890 890 890 890 8 90 890 890 890 8 9 0 8 9 0 8 9 0 8 9 0 890 8 9 0 8 9 0 890 890 890 890 8 9 0 8 9 0 9 0 0 9 0 0 9 0 0 900 900 900 900 900 900 9 0 0 900 90 0 9 0 0 900 900 900 9 0 0 900 900 9 0 0 9 0 0 900 900 9 0 0 9 0 0900 900 900 900 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 900 900 900 900 900 900 9 0 09 0 0 9 0 0 900 900 900 900 900 9 00 900 900 9 0 0 900 900900 9 0 0 900 900 900 900 900 900 900 900 900 900 900 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 9 0 0 900 900 900 9 0 0 9 0 0 900 900 9 1 0 9 10 910 910 910 9 10 910 910 910 910 9 1 0 9 10 910 910 910 9 10 910 9 10 910 910 910 9 10 910 910 910 9 10 9 10 910 910 910 910 9 10 9 10 9 10 9 10 9 10 910 910 910 910 910 910 910 9 10 9 10 910 9 10 910 9 10 910 9 10 9 1 0 910 9 10 910 910 9 10 9 10 910 910 9109 10 910 910 910 9 10 910 910 9 1 0 9 10 910 910 910 910 9 1 0 9 1 0 910 910 910 910 9 2 0 920 9 2 0920 9 2 0 9 2 0 920 920 920 920 920 920 920 920 9 2 0 920 920 9 20 920 920 9 2 0 920 920 920 920 92 0 9 2 0 920 920 920 9 2 0 9 2 0 9 2 0 920 9 2 0 920 920 920 9 2 0 920 9 2 0 920 920 920 920 920 920 9 2 0 920 9 20 9 2 0 9 2 0 9 2 0 920 9 2 0 920 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 9 2 0 920 9 2 0 920 92 0 920 930 9 3 0 9 3 0 930 930 930 930 930 9 3 0 930 930 9 3 0 930 930 9 30 930 930 930 9 3 0 9 3 0 930 9 3 0 930 9 3 0 930 930 930 9 3 0 9 3 0 930 9 3 0 930 9 3 0 930 9 3 0 930 9 3 0 930 930 930 930 930 930 940 9 4 0 9 4 0 9 40 940 940 9 40 9 4 0 940 9 4 0 9 4 0 9 4 0 940 940 9 4 0 9 4 0 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 6 _ c o n j h a r v e y 8 / 1 7 / 9 9 16U-2579B MATCHLINE -Y4- STA.82+26 SHEET 27 M A TC H LIN E - L - S TA .6 3 3 + 0 0 S H EET 15 MATCHLINE -Y4- STA.102+90 SHEET 28 M ATC H LIN E - L - STA .6 5 6 + 5 1 SH EET 17 TRAFFIC DIAGRAM -L- MATC H LIN E - Y4 RPBD - STA.3 2 + 2 1 SH EET 15 M A T C H LI N E - Y 4 R P A - S T A.2 0 + 5 0 S H E E T 1 5 M ATCHLINE -Y4RPB- STA.19+00 SHEET 28 MATCHLINE -Y5- STA. 38+50 SHEET 28 21,300 27,300 24,660 36,980 32,600 43,800 2010 ADT 2030 ADT MATCHLINE -Y4RPA- STA.26+95 SHEET 27 MATCHLINE -Y5- STA.18+00.00 SHEET 27MATCHLINE -Y4RPBD- STA.63+00.00 SHEET 27 47,720 61,160 5,360 7,280 4,940 5,420 6,600 11,800 53,560 79,880 DUAL = 5% TTST = 6% DIR = 60% DHV = 10% DUAL = 6% TTST = 12% DIR = 60% DHV = 10% -Y4- (US 421/I-40 BUS. ) BELTLINE R I G H T O F W A Y R E V I S I O N , 11/ 5 / 12 - P L A N S A D J U S T E D S O T H A T P A R C E L 9 8 I S V I S B L E O N P L A N S 6 3 5 6 4 0 6 4 5 6 5 0 6 5 5 5 25 30 35 15 20 25 30 1 5 20 2 5 3 5 4 0 4 5 50 60 15 4 0 4 5 5 0 5 5 6 0 15 10 15 2 0 10 15 2 0 20 25 30 85 90 95 100 GERRY RD 20’ BST F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C F F F F C F C C F F C F F F F F F F F F F F F F C C C C C F F F F F F F C C C C C C C C F F F F +10 200’ +00.00 -Y5- 50.00’ 30.00’ +63.61 -Y5DET- 50.00’ 73.00’ -Y5DET- +50.00 CHORD CHO RD NCDOT ( ( ) ) NCDOT () NCDOT ( () ) NCDOT() NCDOT () NCDOT ) ) () NCDOT ( () ) 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI CB CB CB CB CB CB CB CB 2GI CB 2GI BDO CB 2GI 2GI 2GI 2GI 2GI 2GI JB w/MH 2GI JB w/MH 2GI 4OTCB 2GI 2GI 2GI 2GI JB w/MH 4OTCB 15 " C S P 3GI-A 3GI-A 2GI-A 2GI-A FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS HW HW HW JB w/MH JB w/MH 2 4" CS P FS FS FS FS FS REMOVE 2GI 2GI REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE P PLUG REMOVE REMOVE REMOVE REMOVE DITCH TIE TO EXISTING GRATE 2GI W/ FLAT REMOVE MATERIAL FILL W/ FLOWABLE 2GI FS 2GI FS REMOVE 2GI FS REMOVE RETAIN RETAIN RETAIN JB w/ MH CONVERT TO 2GI Conv. OTCB To 2GI FS REMOVE P P PLUG RETAIN FS 2GI CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 2 ELBOWS 15" CSP W/ CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS W/ ELBOW " CSP18 STA 18+50 TO 19+95 -Y4LPD- RT BERM DITCH 15 " CSP REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT STA 42+25 TO BEGIN BRIDGE -Y4RPBD- LT SHOULDER BERM GUTTER REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT REMOVE FES REMOVE HW REMOVE FES FLAT GRATE 2GI W/ REMOVE REMOVE 2 ELBOWS 15" CSP W/ STA. 31+60 -Y5- TO BEGIN BRIDGE SHOULDER BERM GUTTER STA. 55+20 -Y4RPBD- LT TO END BRIDGE SHOULDER BERM GUTTER STA. 640+50 -L- RT TO BEGIN BRIDGE SHOULDER BERM GUTTER EST 60 SY FF EST 30 TONS RIP RAP CLASS ’I’ EST 22 SY FF EST 6 TONS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 11 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 5 SY FF EST 1 TONS RIP RAP CLASS ’B’ EST 8 SY FF EST 2 TONS RIP RAP CLASS ’I’ EST 16 SY FF EST 4 TONS RIP RAP CLASS ’I’ EST 75 SY FF EST 40 TONS RIP RAP CLASS ’I’ EST 8 SY FF EST 2 TONS RIP RAP CLASS ’I’ EST 16 SY FF EST 4 TONS RIP RAP CLASS ’I’ FROM STA 18+ 25 TO 19+ 25 -Y4RPD - LT Natural Ground ( Not to Scale) 2:12: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #5 b= 5 Ft. B= 3 Ft. Min. D= 3 Ft. FROM STA 638+35 TO 640+55 -L- LT FROM STA 630+50 TO 633+35 -L- RT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #13 *When B is < 6.0’b= 5 Ft. B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 644+00 TO 646+05 -L- LT ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 4:1 or Flatter Natural Ground D d Fill Slope 2: 1 Fabric Filter DETAIL #20 Type of Liner= Class ’B’ Rip-Rap Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 59+75 TO 60+15 -Y4RPBD- RT FROM STA 17+20 TO 17+50 -Y4LPD- RT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #25 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 4 Ft. Max. d= 3 Ft. Min. D= 3 Ft. FROM STA. 19+29 TO 21+12 -Y4RPA- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Fill Slope F L AT T E R 2: 1 OR DETAIL #27 d= 1 Ft. Type of Liner= Class ’I’ Rip-Rap FROM STA. 39+01 TO STA. 39+35 -Y4CD- LT SEE DETAIL#6 TOE PROTECTION SEE DETAIL#5 LATERAL 3’ BASE DITCH SEE DETAIL#13 W/ 385 SY FF EST. 148 TONS W/ CLASS ’B’ RIP RAP LATERAL 3’ BASE DITCH SEE DETAIL#5 LATERAL 3’ BASE DITCH SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ W/ 108 SY FF EST. 40 TONS SEE DETAIL#20 W/ CLASS ’B’ RIP RAP SPECIAL LATERAL ’V’ DITCH SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE FLAT GRATE 2GI W/ NARROW SLOT STA. 640+50 -L- LT TO BEGIN BRIDGE SHOULDER BERM GUTTER CONNECTORS AND ROD AND LUG 24" CSP W/ 2 ELBOWS W/ 2 ELBOWS 15" CSP SEE DETAIL#6 EST 386 SY FF EST 143 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#6 EST 432 SY FF EST 160 TONS CLASS "B" RIPRAP TOE PROTECTION W/ SEE DETAIL#27 EST 66 SY FF EST 32 TONS CLASS "I" RIPRAP TOE PROTECTION W/ SEE DETAIL#27 EST 66 SY FF EST 32 TONS CLASS "I" RIPRAP TOE PROTECTION W/ 18" RCP-III 18" RCP-III 15 " RC P - III 15" RCP-III 42" RCP-C D 42" RCP-C D 15 " RC P - IV 15 " RC P- III 18 " RC P- IV 15 " RC P- III 18 " RC P- III 24" RCP-III 24" R C P-III 2 4 " RC P- III 15" RCP-III 18 " RC P- III 24" RCP-III 15" RCP-III 18" RCP-III 1 5 " R C P-III 15" RCP-IV 15" RCP-III 2 4 " R C P-I V 24" RCP-IV 15" RCP-III 30" R C P-III 15" R C P-III 15 " RC P- III TRENCHLESS INSTALLATION 48" WELDED STEEL 15" RCP-III 15" RCP-IV 24" RCP-V 24" RCP-V 24" RCP-IV 24" RCP-III 18 " RC P- IV 18" RCP-III 15" R C P-I V 18 " RC P- III 15" RCP-III 1 5 " R C P - I V 18" RCP-III 18" RCP-IV 1 5 " R C P- III 18" RCP-III 54" RCP-V 54" RCP-V 60" RCP-C D 60" RCP-C D 15 " RC P - III 18" RCP-III 15" RCP-III 15" RCP-III 15" RCP-IV 2GI 15 " RC P-III FS 2OTCB FLAT GRATE 2GI W/ SHOULDER BERM GUTTER SEE DETAIL #6 TO STA 50+00 -Y4RPBD- LT STA 47+15 -Y4RPBD- TOE PROTECTION SEE SHEET 2-TT PSH STA 22+72.73 -Y4RPA- LT BEGIN SHOULDER BERM GUTTER STA 24+50 -Y4RPA- LT END SHOULDER BERM GUTTER Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 26+50 TO 29+40 -Y4RPD- RT FROM STA 60+00 TO 62+50 -Y4RPBD- LT GRATE 2GI W/ FLAT EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ 24" RCP-III 18" R C P-C D 15" CSP W/2 ELBO WS CONNECTORS AND ROD AND LUG 15" CSP W/2 ELBOWS SC R U B U CS H T R S 4 8 " 4 S B W 18 " R C P 15" RCP 18" CMP 18" RCP 4" HDPE C O N C HW 30" CMP R U S T E D B R O K E N A N D P I P E E N D 2 4 " R C P FE S F E S 18 " R C P 15 " R C P 4 2 " R C P 1S F D 3 S B W 10 ’ BST S R 2 6 8 7 H AS T INGS H ILL R D 2 2 ’ B S T 12 " R C P B WD W /LT S 1S B KD 20 ’ CONC GR S S 1S B KD 20’ CONC 72" CHL 7 2 " WD 15 ’ BST 1S B KD 18’ BST S 1S F D 36" CONC 48" PLASTIC 1S F D WD CONC 3 6 "C O N C C A N O P Y M T L S W 4 8 " P LA S T IC 1SBW 48"WW 15 " R C P WEAVIL RIDGE RD GR 1S B K D 3 6 " B K 60" CHL W/ L T 1S F D GR S 12’ CONC 1S B K D 4 8 " C O N C 12" RCP W / L T 12 " R C P 15 " RC P C ON C 2 S B KD 4 8 " C HLW G CONC WD 2SBKD GR G R GR 12 " R C P 12 " R C P S R 2 6 8 7 H AS T IN GS H ILL R D 2 0 ’ B S T S B S GATEMTL GATEMTL SILO 2S F D W/ L T 1SFD S B S T 20’ BST CONC CURB CONC CURB G 3 6 " C O N C B K W A L L B K WA L L 48" 5SELEC 60" WD 48" WW 48" WW M T LM T L M T L M T L 6 0 "WW& 1S B W DOCKWD 1SLOGD S S S C A N OP Y MT L HT R C O N C BST 4 8 " CHL 6 0 " CH L 6 0 "W W & 1S B W GERRY RD 20’ BST F O U NDATI ON A BAND 12" RCP 12" RCP HTR HTR HTR HTR S S S W W / L T W / L T W/LT 1S B KD S W D B 1SFD S W D GR 12 " R C P 12 " R C P B 6 0 "W W & 1S B W W/ L T W/ L T 3 6 " WW& 1S B W M T L M T L 48" WW 60" WD 15 " R C P 18 " R C P 15 " R C P GATE M T L W/LT 6 0 "WW 1S B W 6 0 "W W & 1S B W WD DK WD DK D KWD 4 8 " C O N C 4 8 " B K WD DK WD DK G A TE MTL 3 6 " C O N C 12 " R C P WD D K CONC CONC CURB CONC CURB S OIL G R 12 " R C P GR GR 6 0 " C HL 3 6 " C O N C 1S B K D D K W D G R G R G R W/LT 48"WW&1SBW D I D I D I D I D I 2 4" RCP D I D I PONDW.E.852.7 P ON D W.E .8 6 5 .5 SCRUB SCRUB 5 S E L E C 4 S B W S C R U B SCRUB SCRUB 4SBW 4 S B W 5 S E L E C BST 36" CONC S C R U B I- 4 0 B U S WB L U S 4 2 1 N B L 2 6 ’ B S T I- 4 0 B U S E B L U S 4 2 1 S B L 2 6 ’ B S T 10’ CONC 4 8 " P L A S T IC R A IL 9’ CONC RAIL 3 S B W 3 S B W S HTR HTR HTR HTR HTR H T R HTR HTR s 12" RCP 12" RCP W/LT W/ L T 12" RCP 12" RCP CANOPYMTL 15" RCP 12" RCP 15" RCP HTR CANOPYMTL G R W LT W W/LT G R 3 6 " C H L 4 8 " C H L S SW 4 8" C H L SW 3 6" W D HTR S G R GR S OIL W/ L T L TW S 4 8" W D S R 2 8 2 7 H A M M O N D S T 17’ B S T S 48" CHL 15" RCP 15" RCP 4 8" C H L G R LT W/ L T 12" RCP G R G R S W 7 2" W D S S 4 8" C H L S S 4 8" C H L HTR HT R HT R HTR HTR HT R H T R HT R H T R HT R HTR 2SBKD CANOPYMTL 1 2 " R C P 12" R C P GR SS LT 12" RCP G R S OIL48" CHL 12" RCP 12" RCP S GR G R GR LT W 1 2 " R C P 1 2 " R C P GR SOIL W 15 " R C P 12 " R C P 12 " R CP 15 " R C P GR GR GR GR GR GR S S W W W S S S 1SFD S SS S S S S SS S G CANOPYMTL W W W W S W W 24" RCP 18" RCP 1 8 " R C P 1 8 " R C P ABANDHTR G R GR GR S 1S F D CONC 36" ABANDS S S SW S S S 12" R C P 12 " R C P S 4 8" W W 48" WW 4 8" C H L GR 4 8 " W W GR GR 4 WW 1S B W H T R SCRUB SCRUB SCRUB SCRUB W . E . 852 .8 APPROX S C R U B S 36" WW&1SBW GR GR 4 8" C H L W POND T IMB E R S HTR HT R HTR S R 2 8 2 8 R A C H E L S T 17’ B S T 18" R C P 18 " R C P 6 " HDPE 6" DIP W/ L T W / L T W/ L T PONDW. E. 852.7 W/L T 12" RCP 12 " R C P GR W T W 16 " D I 16 " DI 16 " D I 6 " D I 6 " D I 6 " DI 4 " P L 4 " P L 4 " P L GRAU-350 GRAU-350 GRAU-350 GRAU-350 C AT - 1 B-77 B-77 B-77 B-77 GRAU-350 B-77 B-77 CAT- 1 CAT-1 CAT-1 G R A U - 3 5 0 B-77CAT-1 B-77 B-77 CAT-1 GRAU-350 GRAU-350 CAT-1 GRAU-350 CAT-1 GRAU-350 ATTENUATOR TYPE-350 TYPE B- 7 7 G RAU 3 5 0 G RAU 3 5 0 B-77 B-77 B-77 GRAU-350 CAT-1 C A T- 1 G RAU 3 5 0 G RA U 3 5 0 C A T- 1 TYPE B- 7 7 TYPE B- 7 7 TYPE B- 7 7 TYPE B- 7 7 TYPE B- 7 7 G RAU 3 5 0 TYPE B- 7 7 TYPE B- 7 7 G RAU 3 5 0 TYPE B-77 TYPE B-77 TY PE B-77 TYPE B-77 G R A U 350 T L-3 T Y P E B- 7 7 TYPE B-77 6" DIP 30" CMP R U S T E D B R O K E N A N D P IP E E N D 6 " HDPE 42" RCP 4" HDPE INV=866.23INV=858.11 18" RCP INV=865.36INV=864.14 24" R C P F E S F E S 15" RCP C B C B C B C B C BC B 18" R C P 18 " R C P 18" RC P 18" R C P C B 18" RCP 18" RCP 18 " R C P 18" RCP 15" RCP C O NC H W MABEL HAM DOROTHY T. BAKER DOROTHY A. BAKER BERDINA SMITH SANDRA F. SHREVE FLORINE SMITH SYKES FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD REGIONAL REALTY INC. TED F. SWAIM JR. LOUIS D. REECE FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD EVA TAYLOR 30’ ACCESS EASEMENT DB 1538 PG 142 3 0 ’ A CCE S S EA S E MENT DB 2 0 3 0 P G 12 7 9 3 0 ’ A C C E S S E A S E M E N T D B 16 4 7 P G 4 0 2 60 .00 ’ E XIS T ING R / W E XIS T ING R / W EIP EIP EIP EIP EIP EIP E IP E IP E IP E IP E IP E IP E IP W.L. TRULL FAY C. WOODS ROLAND WILLIS WOODS PATTI RHODES JERRY W. RHODES 60.00’ E XIS TI N G R/ W E XIS TI N G R/ W 60.00’ 6 0.0 0’ EXISTING R/W EXISTING R/W E IP E IP W A D E S M IT H 272.00’ 294.00’ E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W WADE SMITH M IL D R E D S . S M IT H W A D E W . S M IT H C H A R L E S M . S IM M O N S TRACY LEE DEBUSK E IP ALBERT RAY LONG E X IS T IN G R / W 278.00’ E X IS T IN G R / W EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 60.00’ E X IS T ING R / W E XIS T ING R / W E XIS TI N G R/ W E XIS TI N G R/ W E IP E IP FAYE PEDDYCORD REX LANIER PEDDYCORD FAYE PEDDYCORD REX LANIER PEDDYCORD 250.00’ E X IS T IN G R / W E X IS T IN G R / W E XIS T ING R / W 60 .00 ’ EXIS T ING R/ W R/W MON R / W MO N R / W M O N R / W M O N R / W M O N E IP FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD E X IS T IN G R / W E X IS T IN G R / W PENNY NELSON ENSCORE RICHARD LEE ENSCORE 272.00’ E IP IM O G E N E L . E L A M MELODY MYERS PEDDYCORD STEPHEN MICHAEL PEDDYCORD ANGELA WAUGH JOHN LEWIS WAUGH FAYE G. PEDDYCORD REX L. PEDDYCORD GARY LEE WEAVIL GEROLENE HAUSER JESSIE C. HAUSER JAMES R. ATKINS GAIL MILLER BURLEY B. MILLER JEAN LOCKLEAR BURNICE L. LOCKLEAR BETSY GORDON BOBBY F. GORDON SEVENTH DAY ADVENTISTS ASSOCIATION OF SOUTHERN UNION CONFERENCE ZEPEDA DAVID TORRES JEAN SNYDER LOCKLEAR BURNICE LOCKLEAR JR. BARBARA M. SHORT ANDREW HOLDER KENNETH (FORMERLY - GRIFFIN FAMILY PRESERVATION TRUST) NC D.O.T. T O W N O F K E R N E R S V IL L E T O W N O F K E R N E R S V IL L E F O R S Y T H C O U N T Y F O R S Y T H C O U N T Y ; ; ; ; E IP 26.28’ +37.41 5 .2 2 ’ + 3 1.0 1 1 15 . 4 1 ’ + 8 6 . 6 8 9 6 . 0 8 ’ + 8 6 . 6 1 89. 7 9’ + 0 6.8 4 B R IA N J . S IM M O N S R E N E E F A B IN IA K & PRESERVATION TRUST GRIFFIN FAMILY LINDA W. REED BETTY W. PEDDYCORD DONALD L. PEDDYCORD TIMOTHY C. SMITH TAWNY S. HONAKER FORMERLY KENNETH & KENDRA SHOWALD CAROL DEBUSK LEROY G. DEBUSK DEE CONRAD FORMERLY FLOYD & KONNIE CONRAD JEAN LOCKLEAR BURNICE L. LOCKLEAR ALBERT RAY LONG IMOGENE L. ELAM W/ L T LT LT W / L T W/L T W / L TW / L T 25 50 100500 PLANS WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN P P (POND) SURFACE WATER DENOTES IMPACTS IN R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 16-1U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 6 _ S I T E 1 5 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 25 OF 64 PERMIT DRAWING SITE 14 SITE 15 SITE 16 SITE 15A S S S S S S S S S F F F F F F F F F S S S S S SS S S S M A TC H LIN E - L - S TA .6 3 3 + 0 0 S H E E T 15 M A T C H LI N E - Y 4 R P A - S T A.2 0 + 5 0 S H E E T 1 5 6 3 5 6 4 0 6 4 5 5 4 5 50 4 0 4 5 5 0 15 10 15 10 15 2 0 90 95 F F F F F F C C C F F C F F F F F F F F C C F NCDOT ) ) 2GI 2GI 2GI 2GI 2GI 2GI CB CB CB 2GI 4OTCB 15 " C S P FS FS FS FS FS FS HW HW HW JB w/MH JB w/MH 2 4" CS P FS REMOVE REMOVE REMOVE REMOVE P PLUG REMOVE GRATE 2GI W/ FLAT REMOVE MATERIAL FILL W/ FLOWABLE 2GI FS 2GI FS REMOVE 2GI FS REMOVE RETAIN RETAIN RETAIN CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS REMOVE REMOVE REMOVE REMOVE GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT REMOVE FES REMOVE HW REMOVE FES STA. 640+50 -L- RT TO BEGIN BRIDGE SHOULDER BERM GUTTER EST 60 SY FF EST 30 TONS RIP RAP CLASS ’I’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 11 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 5 SY FF EST 1 TONS RIP RAP CLASS ’B’ EST 8 SY FF EST 2 TONS RIP RAP CLASS ’I’ EST 16 SY FF EST 4 TONS RIP RAP CLASS ’I’ EST 75 SY FF EST 40 TONS RIP RAP CLASS ’I’ EST 8 SY FF EST 2 TONS RIP RAP CLASS ’I’ EST 16 SY FF EST 4 TONS RIP RAP CLASS ’I’ SEE DETAIL#5 LATERAL 3’ BASE DITCH SEE DETAIL#13 W/ 385 SY FF EST. 148 TONS W/ CLASS ’B’ RIP RAP LATERAL 3’ BASE DITCH SEE DETAIL#5 LATERAL 3’ BASE DITCH EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ STA. 640+50 -L- LT TO BEGIN BRIDGE SHOULDER BERM GUTTER SEE DETAIL#27 EST 66 SY FF EST 32 TONS CLASS "I" RIPRAP TOE PROTECTION W/ SEE DETAIL#27 EST 66 SY FF EST 32 TONS CLASS "I" RIPRAP TOE PROTECTION W/ 18" RCP-III 18" RCP-III 15 " RC P - III 15" RCP-III 42" RCP-C D 42" RCP-C D 15 " RC P - IV 15 " RC P - III 18 " RC P - IV 15 " RC P - III 30" R C P-III 15 " R C P - III TRENCHLESS INSTALLATION 48" WELDED STEEL 15" R C P-I V 18" RCP-IV 18" RCP-III 54" RCP-V 54" RCP-V 60" RCP-C D 60" RCP-C D 1 5 " R C P - III 2OTCB SEE DETAIL #6 TO STA 50+00 -Y4RPBD- LT STA 47+15 -Y4RPBD- TOE PROTECTION 24" RCP-III 18 " R C P - C D 15" CSP W/2 ELBO WS SC R U B 18" CMP 18" RCP 4" HDPE C O N C H W 30" CMP R U S T E D B R O K E N A N D P I P E E N D 2 4 " R C P FE S F E S 18 " R C P 15 " R C P 4 2 " R C P W / L T 20 ’ BST G 3 6 " C O N C B K W A L L B K W A L L 48" 5SELEC M T LM T L M T L 6 0 " W W & 1S B W DOCKWD 1SLOGD S S S C A N O P Y MT L H T R C O N C BST 4 8 " C HL 6 0 " C H L 6 0 "W W & 1S B W F O U N D A TI O N A BA N D 15 " R C P M T L 6 0 " W W & 1S B W W/LT D I D I D I 2 4 " RCP D I D I PONDW.E.852.7 P O N D W.E .8 6 5 .5 36" CONC S C R U B I - 4 0 B U S WB L U S 4 2 1 N B L 2 6 ’ B ST I- 4 0 B U S E B L U S 4 2 1 S B L 2 6 ’ B S T HT R H T R HTR H T R H T R H T R H T R HT R GR1 2 " R C P 15 " R C P 12 " R C P 12 " R C P 15 " R C P GR GR GR GR GR GR S W W W S S S S G CANOPYMTL W W W W S 24" RCP 18" RCP 1 8 " R C P 1 8 " R C P ABANDHTR G R ABANDS S S SW S S S GR 4 WW 1S B W SCRUB SCRUB W . E . 852 .8 S C R U B POND T IMB E R S HT R 18 " R C P 6 " HDPE 6" DIP W / L T W/ L T PONDW. E. 852.7 12 " R C P G R GRAU-350 GRAU-350 GRAU-350 C A T - 1 B-77 B-77 B-77 B-77 CAT-1 G R A U - 3 5 0 B-77CAT-1 B-77 B-77 CAT-1 GRAU-350 CAT-1 B-77 B-77 B-77 C A T- 1 G RA U 3 5 0 G R A U 3 5 0 C A T - 1 6" DIP 30" CMP R U S T E D B R O K E N A N D P I P E E N D 6 " HDPE 42" RCP 4" HDPE INV=866.23INV=858.11 18" RCP INV=865.36INV=864.14 2 4 " R C P F E S F E S 15" RCP C B C B C BC B 18" R C P 18 " R C P C B 18" RCP 18" RCP C O N C H W DOROTHY T. BAKER DOROTHY A. BAKER BERDINA SMITH SANDRA F. SHREVE FLORINE SMITH SYKES FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD TED F. SWAIM JR. LOUIS D. REECE FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD EVA TAYLOR 3 0 ’ A C C E S S E A S E ME N T D B 2 0 3 0 P G 12 7 9 3 0 ’ A C C E S S E ASEMENT DB 1647 PG 402 60 .00 ’ E X IS T IN G R / W E X IS T IN G R / W EIP EIP EIP EIP EXISTING R/W E IP E X IS T IN G R / W 278.00’ E X IS T IN G R / W EIP E X IS T IN G R / W E X IS T IN G R / W 272.00’ (FORMERLY - GRIFFIN FAMILY PRESERVATION TRUST) NC D.O.T. T O W N O F K E R N E R S V IL L E F O R S Y T H C O U N T Y ; ; TAWNY S. HONAKER FORMERLY KENNETH & KENDRA SHOWALD W / L T W / L TW / L T SHEET 26 OF 64 PERMIT DRAWINGSSSURFACE WATER DENOTES IMPACTS IN S S S S S S S S S S S S S S WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 17 SITE 18 SITE 19 S S S S S S S S S S S S S S S S S S S S S S S S S S F F F F F TS S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 7 j h a r v e y 8 / 1 7 / 9 9 17U-2579B M A T C H L I N E - L - S T A . 6 5 6 + 5 1 S H E E T 1 6 M A TC H LIN E - L- S TA .6 6 8 + 17 S H EET 18 6 6 0 6 6 5 10 6 5 7 0 10 15 8:1 TAPER F F F C C C C C F F F F F CHORD CHORD CHORD CHORD CHORD 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A 2GI-A 2GI-A 2GI-A FS FS FS FS FS FS FS FS FS FS FS FS JB w/MH SPRING BOX STA 666+25 -L- RT BEGIN SHOULDER BERM GUTTER SILL SPRING BOX G R A T E 2G I W / F L A T 3@12’x10’ RCBC RIP RAP CLASS ’I’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ RIP RAP CLASS ’I’ LATERAL ’V’ DITCH ( Not to Scale) Natural Ground D 2: 1 2:1 b Fill Slope 1"/Ft. DETAIL #4 b= 5 Ft. Min. D= 2 Ft. FROM STA 18+25 TO 19+25 -Y4RPD- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 659+00 TO 661+00 -L- RT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 657+60 TO 663+80 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #21 *When B is < 6.0’b= 5 Ft. B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’I’ Rip-Rap FROM STA 663+80 TO 666+70 -L- LT SEE DETAIL#4 LATERAL V-DITCH SEE DETAIL#12 W/ 957 SY FF EST. 417 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH SEE DETAIL#6 EST 309 SY FF EST 114 TONS CLASS "B’ RIPRAP TOE PROTECTION W/ 1 8 " R C P - I I I 1 5 " R C P - I I I 1 5 " R C P - I I I 8" D I P HW HW HW 18 " RC P -III 24" RCP-III 30" RCP-III 30" RCP-III 1 5 " R C P - I I I 1 5 " R C P - I I I 3 0 " RC P -III 3 0 " RC P -IV 3 0 " RC P -IV 30" RCP-III 15" R C P-III 15 " RC P - III 30" RCP-III 15 " RC P - III 30" RCP-III 6 0 " R C P - I V 6 0 " R C P - I V 6 0 " R C P - I V 8" D I P 8" DIP SEE DETAIL #21 W/ 544 SY FF EST. 209 TONS W/ CLASS ’I’ RIP RAP LATERAL 3’ BASE DITCH EST 21 SY FF EST 8 TONS RIP RAP CLASS ’B’ E S T 7 S Y F F E S T 2 T O N S R IP R A P C L A S S ’B ’ GRATE 2GI W/FLAT 15" RCP-IV BENCH FLOODPLAIN BENCH FLOODPLAIN 1 5 " V C 15 " V C 15 " V C 2SFD S S 4 8 " C H L 36"C O N C S GR W/ L T G S C O N C W D D K SCRUB 8 8 7 .9 W .E . SCRUB GRAU-350 ATTENUATOR TYPE-350 CAT-1 CAT-1 GRAU-350 30’ ACCESS EASEMENT DB 1538 PG 142 EIP EIP EIP KENNETH ANDREW HOLDER REBECCA WHITLEY LADD CHARLES SPENCER LADD JR. GROUP GGK, LLC GLENN D. HART FAYE G. PEDDYCORD REX L. PEDDYCORD BETSY GORDON BOBBY F. GORDON KENNETH ANDREW HOLDER F O R S Y T H C O U N T Y C I T Y O F W I N S T O N - S A L E M 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 2 0 ’ S A N IT A R Y S E W E R E A S E M E N T ERIC Z. MYERS SHEET 27 OF 64 PERMIT DRAWINGSSSURFACE WATER DENOTES IMPACTS IN S S S S S S S S S S S S S S WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 17 SITE 18 SITE 19 S S S S S S S S S S S S S S S S S S S S S S S S S S F F F F F TS S 8 4 0 840 8 4 0 8 4 0 840 840 8 4 0 8 4 0 8 4 0 840 840 8 4 0 8 4 0 8 4 0 840 8 4 0 8 4 0 8 4 0 840 840 8 4 0 8 4 0 840 840 8 4 0 8 4 0 840 8 5 0 8 5 0 8 5 0 8 5 0 850 850 850 850 850 850 850 850 85 0 850 8 5 0 850 8 5 0 8 5 0 8 6 0 8 6 0 8 6 0 860 860 8 6 0 860 8 6 0 860 860 860 860 860 860 860 8 6 0 8 6 0 8 6 0 8 6 0 860 8 6 0 870 870 8 7 0 8 7 0 870 870 870 870 870 8 7 0 870 8 7 0 87 0 8 7 0 870 870 870 870 870 8 7 0 8 7 0 8 7 0 870 880 880 8 8 0 8 8 0 880 8 8 0 880 880 880 880 88 0 880 880 880 880 880 880 880 880 8 8 0 8 8 0 8 8 0 8 9 0 890 890 8 9 0 8 9 0 890 890 890 890 8 9 0 8 9 0 8 9 0 890 890 890 890 8 9 0 890 890 890 8 9 0 890 8 9 0 890 8 9 0 9 0 0 9 0 0 900 9 0 0 9 0 0 9 0 0 900 9 0 0 900 900 900 900 900 900 900 9 0 0 9 0 0 9 0 0 9 1 0 910 910 9 10 910 910 910 910 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 7 _ c o n j h a r v e y 8 / 1 7 / 9 9 17U-2579B M A T C H L I N E - L - S T A . 6 5 6 + 5 1 S H E E T 1 6 M A TC H LIN E - L- S TA .6 6 8 + 17 S H EET 18 6 6 0 6 6 5 10 6 5 7 0 10 15 8:1 TAPER F F F C C C C C F F F F F CHORD CHORD CHORD CHORD CHORD 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A 2GI-A 2GI-A 2GI-A FS FS FS FS FS FS FS FS FS FS FS FS JB w/MH SPRING BOX STA 666+25 -L- RT BEGIN SHOULDER BERM GUTTER SILL SPRING BOX G R A T E 2G I W / F L A T 3@12’x10’ RCBC RIP RAP CLASS ’I’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ RIP RAP CLASS ’I’ LATERAL ’V’ DITCH ( Not to Scale) Natural Ground D 2: 1 2:1 b Fill Slope 1"/Ft. DETAIL #4 b= 5 Ft. Min. D= 2 Ft. FROM STA 18+25 TO 19+25 -Y4RPD- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 659+00 TO 661+00 -L- RT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 657+60 TO 663+80 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #21 *When B is < 6.0’b= 5 Ft. B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’I’ Rip-Rap FROM STA 663+80 TO 666+70 -L- LT SEE DETAIL#4 LATERAL V-DITCH SEE DETAIL#12 W/ 957 SY FF EST. 417 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH SEE DETAIL#6 EST 309 SY FF EST 114 TONS CLASS "B’ RIPRAP TOE PROTECTION W/ 1 8 " R C P - I I I 1 5 " R C P - I I I 1 5 " R C P - I I I 8" D I P HW HW HW 18 " RC P -III 24" RCP-III 30" RCP-III 30" RCP-III 1 5 " R C P - I I I 1 5 " R C P - I I I 3 0 " RC P -III 3 0 " RC P -IV 3 0 " RC P -IV 30" RCP-III 15" R C P-III 15 " RC P - III 30" RCP-III 15 " RC P - III 30" RCP-III 6 0 " R C P - I V 6 0 " R C P - I V 6 0 " R C P - I V 8" D I P 8" DIP SEE DETAIL #21 W/ 544 SY FF EST. 209 TONS W/ CLASS ’I’ RIP RAP LATERAL 3’ BASE DITCH EST 21 SY FF EST 8 TONS RIP RAP CLASS ’B’ E S T 7 S Y F F E S T 2 T O N S R IP R A P C L A S S ’B ’ GRATE 2GI W/FLAT 15" RCP-IV BENCH FLOODPLAIN BENCH FLOODPLAIN 1 5 " V C 15 " V C 15 " V C 2SFD S S 4 8 " C H L 36"C O N C S GR W/ L T G S C O N C W D D K SCRUB 8 8 7 .9 W .E . SCRUB GRAU-350 ATTENUATOR TYPE-350 CAT-1 CAT-1 GRAU-350 30’ ACCESS EASEMENT DB 1538 PG 142 EIP EIP EIP KENNETH ANDREW HOLDER REBECCA WHITLEY LADD CHARLES SPENCER LADD JR. GROUP GGK, LLC GLENN D. HART FAYE G. PEDDYCORD REX L. PEDDYCORD BETSY GORDON BOBBY F. GORDON KENNETH ANDREW HOLDER F O R S Y T H C O U N T Y C I T Y O F W I N S T O N - S A L E M 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 2 0 ’ S A N IT A R Y S E W E R E A S E M E N T ERIC Z. MYERS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 7 A _ L s t a 6 6 7 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 28 OF 64 PERMIT DRAWING CULVERT SURVEY & HYDRAULIC DESIGN REPORT ADDITIONAL INFORMATION AND COMPUTATIONS 8 3 0 860 850 840 830 0 100 200100200 870 -Y4CD- 15 " FEMA DETAILED STUDY AREA YADKIN RIVER BASIN GP EL=865.11 SKEW=82 30 3@12’x10’ RCBC CL STA 667+15 -L- O 2.02:1 SKEWED 2:1 NORMAL 2.02:1 SKEWED 2:1 NORMAL TB RT TB RT TB LTTB LT WS WS EXST BED EXST BED 3@12’x10’ RCBC 1 1 - 2 8 - 0 7 = 8 3 6 . 7 N W S E A N D W S E O N =844.3 PROP 100 YR =844.0 EXST 100 YR =844.0 PROP 50 YR =843.8 EXST 50 YR 11-28-07=826.7 NWSE AND WSE ON ON SLOPE 0.34% BED EL-833.72S I LL HW BEVELED 3@60" RCP RCP=838.3 INV OUT 3@60" RCP=840.5 INV IN 3@60" SHEET 29 OF 64 PERMIT DRAWING CLEARING DENOTES MECHANIZED* * * * ** * ** * * WETLAND DENOTES FILL INFF SITE 19 FF F F DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 8 j h a r v e y 8 / 1 7 / 9 9 18U-2579B M A T C H L I N E - L - S T A . 6 6 8 + 1 7 S H E E T 1 7 M A T C H LIN E - L- S T A . 6 8 1 + 0 4 S H E E T 1 9 6 7 0 6 7 5 6 8 0 7 5 8 0 8 5 C C C C F C C +25.00 -L- 230.00’ CHORD CHORD C H O R D CHORD CHORD CHORD CHORD CHORD CHORD NCDOT ( ( ) ) NCDOT ( ( ) ) 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT W/ ELBOW 30" CSP Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #25 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 4 Ft. Max. d= 3 Ft. Min. D= 3 Ft. FROM STA. 667+88 TO 669+14 -L- RT SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 30" RCP-III 30" RCP-III 1 5 " R C P - I I I 4 8 " R C P - I I I 48" RCP-III 15" RCP-IV 42" RCP-III 3 0 " R C P - I I I 3 0 " R C P - I I I 36" RCP-III 1 5 " R C P - I I I 1 5 " R C P - I I I 30" RCP-III 1 5 " R C P - I I I 1 5 " R C P - II I 1 5 " R C P - I I I 24" RCP-III 15 " R C P - III 15 " RC P - III 15 " RC P - III 18" RCP-III EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ STA 671+50 TO 674+00 -L- LT BERM DITCH STA 671+50 - 672+50 -L- LT BERM DITCH 30" 2OTCB GRATE 2GI W/FLAT CONNECTORS AND ROD AND LUG 15" CSP W/2 ELBOWS W/ 313 SY FF EST. 125 TONS CLASS ’I’ RIP RAP EST. DDE 170CY SEE DETAIL#25 TAIL DITCH EST 50 SY FF EST 26 TONS RIP RAP CLASS ’I’ STA 669+00 -L- RT END SHOULDER BERM GUTTER CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS EST 7 SY FF EST 2 TONS CLASS ’B’ RIP RAP EST. DDE 12CY SEE DETAIL #7 TAIL DITCH Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM STA. 668+51 TO STA. 668+53 -L- CAT-1 GRAU 350 TL-3 TYPE B-77 GLENN D. HART REBECCA HINE WEAVIL WILLIAM LEWIS WEAVIL REBECCA HINE WEAVIL WILLIAM LEWIS WEAVIL GLENN D. HART MARCIA S WEAVIL RANDY NELSON WEAVIL 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 100 102 ERIC Z. MYERS GROUP INC. KEYSTONE GROUP INC. KEYSTONE GROUP INC. KEYSTONE GROUP INC. KEYSTONE GANESHWAR SHIWCHARRAN GROUP INC. KEYSTONE GROUP INC. KEYSTONE HOLDEN M. SIZEMORE ANDREW S. MANGIACAPRE AND EIP EIP EIP EIP EXISTING R/W SHEET 30 OF 64 PERMIT DRAWING CLEARING DENOTES MECHANIZED* * * * ** * ** * * WETLAND DENOTES FILL INFF SITE 19 FF F F 840 8 4 0 840 8 4 0 8 4 0 8 4 0 840 850 8 5 0 8 5 0 850 850 8 5 0 8 5 0 8 6 0 8 6 0 8 6 0 860 8 6 0 8 6 0 860 8 6 0 8 6 0 8 6 0 8 7 0 8 7 0 8 7 0 8 7 0 870 870 870 870 8 7 0 870 8 7 0 8 7 0 8 7 0 8 7 0 870 880 8 8 0 8 8 0 880 880 880 880 880 8 8 0 880 8 8 0 8 8 0 8 8 0 8 8 0 880 8 8 0 880 8 8 0 880 8 8 0 890 8 9 0 8 9 0 8 90 890 890 8 9 0 8 9 0 890 890 890 890 8 9 0 8 9 0 8 9 0 8 9 0 890 890 890 890 890 890 890 890 9 0 0 9 0 0 900 900 9 0 0 900 900 9 0 0 9 0 0 900 900 9 0 0 900 900 900 900 900 900 900 9 0 0 900 910 910 9 1 0 910 910 910 9 1 0 910 910 910 910 9 2 0 920 920 920 9 2 0 9 2 0 920 920 9 2 0 9 2 0 9 3 0 9 3 0 9 3 0 9 3 0 930 9 3 0 9 3 0 940 940 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 8 _ c o n j h a r v e y 8 / 1 7 / 9 9 18U-2579B M A T C H L I N E - L - S T A . 6 6 8 + 1 7 S H E E T 1 7 M A T C H LIN E - L- S T A . 6 8 1 + 0 4 S H E E T 1 9 6 7 0 6 7 5 6 8 0 7 5 8 0 8 5 C C C C F C C +25.00 -L- 230.00’ CHORD CHORD C H O R D CHORD CHORD CHORD CHORD CHORD CHORD NCDOT ( ( ) ) NCDOT ( ( ) ) 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT W/ ELBOW 30" CSP Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #25 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 4 Ft. Max. d= 3 Ft. Min. D= 3 Ft. FROM STA. 667+88 TO 669+14 -L- RT SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 30" RCP-III 30" RCP-III 1 5 " R C P - I I I 4 8 " R C P - I I I 48" RCP-III 15" RCP-IV 42" RCP-III 3 0 " R C P - I I I 3 0 " R C P - I I I 36" RCP-III 1 5 " R C P - I I I 1 5 " R C P - I I I 30" RCP-III 1 5 " R C P - I I I 1 5 " R C P - II I 1 5 " R C P - I I I 24" RCP-III 15 " R C P - III 15 " RC P - III 15 " RC P - III 18" RCP-III EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ STA 671+50 TO 674+00 -L- LT BERM DITCH STA 671+50 - 672+50 -L- LT BERM DITCH 30" 2OTCB GRATE 2GI W/FLAT CONNECTORS AND ROD AND LUG 15" CSP W/2 ELBOWS W/ 313 SY FF EST. 125 TONS CLASS ’I’ RIP RAP EST. DDE 170CY SEE DETAIL#25 TAIL DITCH EST 50 SY FF EST 26 TONS RIP RAP CLASS ’I’ STA 669+00 -L- RT END SHOULDER BERM GUTTER CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS EST 7 SY FF EST 2 TONS CLASS ’B’ RIP RAP EST. DDE 12CY SEE DETAIL #7 TAIL DITCH Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM STA. 668+51 TO STA. 668+53 -L- CAT-1 GRAU 350 TL-3 TYPE B-77 GLENN D. HART REBECCA HINE WEAVIL WILLIAM LEWIS WEAVIL REBECCA HINE WEAVIL WILLIAM LEWIS WEAVIL GLENN D. HART MARCIA S WEAVIL RANDY NELSON WEAVIL 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 100 102 ERIC Z. MYERS GROUP INC. KEYSTONE GROUP INC. KEYSTONE GROUP INC. KEYSTONE GROUP INC. KEYSTONE GANESHWAR SHIWCHARRAN GROUP INC. KEYSTONE GROUP INC. KEYSTONE HOLDEN M. SIZEMORE ANDREW S. MANGIACAPRE AND EIP EIP EIP EIP EXISTING R/W SHEET 31 OF 64 PERMIT DRAWING S S S S S S S S SURFACE WATER DENOTES IMPACTS IN P P (POND) SURFACE WATER DENOTES IMPACTS IN SITE 20 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 9 j h a r v e y 8 / 1 7 / 9 9 19U-2579B M A T C H LIN E - L- S T A . 6 8 1+ 0 4 S H E E T 18 6 8 5 6 9 0 6 9 5 9 0 9 5 8:1 TAPER F F F F F C C C C C F C F CHORD 2GI 2GI 2GI 2GI 2GI 2GI BDO 2GI-A FS FS FS FS FS HW STA 692+33 -L- RT END SHOULDER BERM GUTTER FS STA 687+90 -L- LT BEGIN SHOULDER BERM GUTTER STA 690+50 -L- LT END SHOULDER BERM GUTTER FS 2GI FS STA 688+00 -L- RT REVISE FILL SLOPE 2.75:1 GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS Earth Fill Rock Fill To Berm Proposed 2:1 10.0’ 1. 5 : 1 ( Not to Scale) ROCK FILL IN POND DETAIL #31 Elev.= 850.0 845.7 N.W.S. Elev.= NG EST 108 SY FF EST 51 TONS RIP RAP CLASS ’I’ EST 8 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 108 SY FF EST 51 TONS RIP RAP CLASS ’I’ STA. 687+90 TO 688+98 -L- RT SEE DETAIL#31 ROCK FILL IN POND SEE DETAIL#31 ROCK FILL IN POND SEE PROFILE FOR GRADE SPECIAL DITCH GRADE W/ ELBOW 42" CSP STA 686+50 -L- RT BEGIN SHOULDER BERM GUTTER 18 " RC P - III 18" RCP-III 18 " R C P - III 42" RCP-IV 42" RCP-IV 15" RCP-IV 15 " RC P - IV 15 " RC P - IV 7 2 " RC P- V 7 2 " RC P- V 18 " RC P - III 18 " R C P - IV SEE SHEET 2-TT PSH GRAU-350 GRAU-350 CAT-1 JONAH R. MOTSINGER SHELBA J. TALLEY MARCIA S. WEAVIL RANDY NELSON WEAVIL MARCIA S WEAVIL RANDY NELSON WEAVIL GLENDA JUNE COCKERHAM PATTY WEAVIL MABE 15 6.7 4’ + 7 3.3 7 10’ A C C E S S E A S E M E N T D B 9 5 4 P G 8 P B 13 P G 2 0 3 4 0’ S T R E E T EIP EIP EIP CHARLES JERRY HART CHARLES JERRY HART WANDA L. BOOTH BOBBY LEE MOORE CHARLES JERRY HART CHARLES JERRY HART FRANCIS L. MANUEL BILLIE MANUEL SHEET 32 OF 64 PERMIT DRAWING S S S S S S S S SURFACE WATER DENOTES IMPACTS IN P P (POND) SURFACE WATER DENOTES IMPACTS IN SITE 20 8 4 0 8 4 0 850 850 850 850 8 5 0 8 5 0 8 5 0 8 5 0 850 8 5 0 850 8 50 850 8 6 0 860 860 8 6 0 8 6 0 8 6 0 860 860 8 6 0 860 8 6 0 860 8 6 0 860 860 8 6 0 860 860 860 8 6 0 860 860 8 7 0 870 870 870 870 870 870 870 870 870 870 870 870 8 7 0 8 7 0 8 7 0 8 7 0 870 8 7 0 8 7 0 8 7 0 8 7 0 870 870870 8 7 0 8 7 0870 8 7 0 870 870 8 7 0 880 880 880 8 8 0 880 880 880 880 880 880 880 880 8 8 0 880 880 880 880 880 8 8 0 8 8 0 8 8 0 8 8 0 880 880 8 8 0 880 8 8 0 880 880 880 880 8 8 0 8 8 0 880 8 8 0 8 8 0 8 8 0 880 8 8 0 8 9 0 890 8 9 0 890 890 890 890 890 890 890 890 890 890 890 890 8 9 0 890 890 89 0 890 890 890 8 9 0 890 890 890 8 9 0 890 890 8 9 0 8 9 0 8 9 0 890 8 9 0 890 890 890 890 890 890 890 900 9 0 0 900 900 900 900 9 0 0 9 0 0 900 900 900 900 900 900 900 900 900 900 9 0 0 900 9 0 0 900 9 0 0 900 900 9 0 0 9 0 0 900 900 9 0 0 9 0 0 900 900 900 910 910 910 910 910 910 910 9 10 910 9 1 0 910 910 9 1 0 910 910 9 10 9 1 0 910 920 9 2 0 920 9 2 0 920 9 2 0 9 2 0 920 920 9 2 0 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 1 9 _ c o n j h a r v e y 8 / 1 7 / 9 9 19U-2579B M A T C H LIN E - L- S T A . 6 8 1+ 0 4 S H E E T 18 6 8 5 6 9 0 6 9 5 9 0 9 5 8:1 TAPER F F F F F C C C C C F C F CHORD 2GI 2GI 2GI 2GI 2GI 2GI BDO 2GI-A FS FS FS FS FS HW STA 692+33 -L- RT END SHOULDER BERM GUTTER FS STA 687+90 -L- LT BEGIN SHOULDER BERM GUTTER STA 690+50 -L- LT END SHOULDER BERM GUTTER FS 2GI FS STA 688+00 -L- RT REVISE FILL SLOPE 2.75:1 GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS Earth Fill Rock Fill To Berm Proposed 2:1 10.0’ 1. 5 : 1 ( Not to Scale) ROCK FILL IN POND DETAIL #31 Elev.= 850.0 845.7 N.W.S. Elev.= NG EST 108 SY FF EST 51 TONS RIP RAP CLASS ’I’ EST 8 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 108 SY FF EST 51 TONS RIP RAP CLASS ’I’ STA. 687+90 TO 688+98 -L- RT SEE DETAIL#31 ROCK FILL IN POND SEE DETAIL#31 ROCK FILL IN POND SEE PROFILE FOR GRADE SPECIAL DITCH GRADE W/ ELBOW 42" CSP STA 686+50 -L- RT BEGIN SHOULDER BERM GUTTER 18 " RC P - III 18" RCP-III 18 " R C P - III 42" RCP-IV 42" RCP-IV 15" RCP-IV 15 " RC P - IV 15 " RC P - IV 7 2 " RC P- V 7 2 " RC P- V 18 " RC P - III 18 " R C P - IV SEE SHEET 2-TT PSH GRAU-350 GRAU-350 CAT-1 JONAH R. MOTSINGER SHELBA J. TALLEY MARCIA S. WEAVIL RANDY NELSON WEAVIL MARCIA S WEAVIL RANDY NELSON WEAVIL GLENDA JUNE COCKERHAM PATTY WEAVIL MABE 15 6.7 4’ + 7 3.3 7 10’ A C C E S S E A S E M E N T D B 9 5 4 P G 8 P B 13 P G 2 0 3 4 0’ S T R E E T EIP EIP EIP CHARLES JERRY HART CHARLES JERRY HART WANDA L. BOOTH BOBBY LEE MOORE CHARLES JERRY HART CHARLES JERRY HART FRANCIS L. MANUEL BILLIE MANUEL SHEET 33 OF 64 PERMIT DRAWING S S S S S S S S S S S S S S S IN WETLAND D E N O TES EXCAVATION WETLAND DENOTES FILL INFF SITE 21 SITE 3 F F SITE 3A SITE 3B TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 2 0 / 2 0 1 3 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 0 j h a r v e y 8 / 1 7 / 9 9 20U-2579B M A TC H LIN E - Y1- S TA . 2 3 + 6 5 S H EE T 5 10 15 2 0 10 10 10 - Y7 - -D R 1- 10’ 10’ 10 1 5 2 0 END W.W. FENCE BEGIN W.W. FENCE F F F F F F F C C C C C F F F F CC SILL REMOVE REMOVE 2GI 2GIBDO 2GI GRATES NARROW SLOT REMOVE REMOVE REMOVE HW REMOVE 2GI 2GI W/ FLAT GRATE NARROW SLOT W/ FLAT GRATE 2GI NARROW SLOT W/ FLAT GRATE 2GI NARROW SLOT REMOVE STA 22+75 -Y1- RT BERM GUTTER BEGIN SHOULDER W/ ELBOW 24" CSP CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 2@7’x6’ RCBC STA 18+50 -Y1- LT BEGIN SHOULDER BERM GUTTER REMOVE EST 11 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 28 SY FF EST 11 TONS RIP RAP CLASS ’B’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 10+65 TO 12+90 -Y7- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 23+00 TO 26+00 -Y1- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 19+35 TO 21+80 -Y1- RT FROM STA 22+90 TO 24+60 -Y1- RT Natural Ground 2: 1 D Slope Ditch Front B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or DETAIL #19 B= 2 Ft. Min. D= 2 Ft. FROM STA 17+00 TO 19+00 -Y1- RT B Natural Natural Ground Ground3:1 3: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #18 B= 2 Ft. Min. D= 2 Ft. FROM STA. 11+31 TO 11+51 -Y1- RT SEE DETAIL#19 SPECIAL 2’ CUT BASE DITCH SEE DETAIL#6 TOE PROTECTION EST . 3 TON S CLASS ’B ’ RIPRAP EST. DDE=24CY SEE DETAIL#18 HEAD DITCH SEE DETAIL#12 W/ 432 SY FF EST. 165 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH SEE DETAIL#12 W/ 300 SY FF EST. 114 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH SEE DETAIL#3 W/ 397 SY FF EST. 151 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH 24" RCP-III 24 " RCP-III 2 4 " RC P - I II 15" 15" 24 " 24 " 15" RCP-IV 15" RCP-IV 15 " RC P - I V 36" RCP-III SEE SHEET 2-TT PSH S T A 2 4 + 0 0 - Y 1 - LT E N D S H O U LD E R B E R M G U T T E R BENCH FLOODPLAIN FES 18" RCP 18" RCP DI 18" RCP MTL WD DK 36" CMP W/LT 18" RCP W/LT 10 ’ B S T 2SFD W BK WALL W/LT 48" CONC 2SBKD BK WALL S 48" WD S H T R W/LT 12" RCP G R 2SFD S S W/LT WD WALL 15" RCP 1SFD S GR W/LT W/LT S 1SFD W/LT MTL MT L W/LT W/LT S R 2 6 6 5 E S T H E R LN 18 ’ B S T S 15 " R C P 12’ C ON C 4 8 " C O N C 2SBKD 5’ X 5’ CONC 12" RCP BST B S T IN A L N BST W 3 6 " C O N C 2SFD C O N C B S T W W G R S W W 48" CONC W D US 158 BST US 158 BST T T T 8" DI 8" DI 8" DI 12 " S T 12 " S T 12 " S T 12" S T 6 " D I 6 " D I (A T U R ) GR AU - 3 5 0 GR AU - 3 5 0 CAT-1 GRAU 350 CUL1 CUL2 CUL3CUL4 1- 5 X 5 B A R R E L CE1 HW1 HW2 CE2 DI 36" CMP 18 " RC P 18 " R C P 12" RCPFES 18 " R C P REBECCA ANN FREEMAN BILLY RAY MITCHELL CAROL JONES MITCHELL REBECCA W. FREEMAN 15 0 .0 0 ’ EXISTING R/W EXISTING R/W MARY ANN PHILLIPS WAYNE E. PHILLIPS, JR. EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP FRANCES B. WHICKER JAMES N. WHICKER MEARILEASE HARDY, TRUSTEES RAMOND F. HARDY E X IS T IN G R / W E X IS T IN G R / W 60.00’ 60.00’ E X IS T IN G R / W E X IS T IN G R / W JACQUELINE CUSTER TERRY K. CUSTER REBECCA C. STRAUSS KEITH E. STRAUSS MARSHALL S. BROWN BILLY RAY MITCHELL CAROL JONES MITCHELL DONALD ROBER JONES MARY MYERS JAMES R. MYERS, III MARY B. MYERS JAMES R. MYERS III & ALVIN L. LINDSAY TOWN OF WALKERTOWN T O W N O F W A L K E R T O W N TOWN OF WALKERTOWN FORSYTH COUNTY F O R S Y T H C O U N T Y FORSYTH COUNTY EIP EIP EIP TOWN OF WALKERTOWN FORSYTH COUNTY PLAINSMAN DEVELOPMENT CORP NANCY FLINCHUM CLAUDE DICKERSON, JR. W/LT SHEET 34 OF 64 PERMIT DRAWING S S S S S S S S S S S S S S S IN WETLAND D E N O TES EXCAVATION WETLAND DENOTES FILL INFF SITE 21 SITE 3 F F SITE 3A SITE 3B TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN 8 8 0 88 0 8 80880 880 8 9 0 890 8 9 0 890 890 8 9 0 89 0 890 8 9 0 890 890 890 890 8 9 0 8 9 0 890 890 8 9 0 890 8 9 0 890 89 0 8 9 0 8 9 0 8 9 0 890 8 9 0 900 9 0 0 900 9 0 0 9 0 0 900 9 0 0 900 9 0 0 900 90 0 900 90 0 900 9 00 9 0 0 900 900 900 900 90 0 900 900 900 900 9 0 0 9 0 0 9 0 0 9 10 910 9 1 0 910 9 10 9 1 0 910 9 1 0 9 1 0 9 1 0 910 910 910 91 0 9 10 910 9 10 910 910 9 1 0 910 910 910 910 9 1 0 9 1 0 910 910 9 10 9 1 0 910 910 920 920 920 9 2 0 92 0 9 2 0 9 2 0 920 920 920 920 92 0 920 92 0 920 920 920 9 2 0 92 0 920 9 2 0 930 930 9 3 0 93 0 9 3 0 9 3 0 9 3 0 93 0 9 3 0 930 9 3 0 930 9 3 0 930 940 940 940 940 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 2 0 / 2 0 1 3 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 0 _ c o n j h a r v e y 8 / 1 7 / 9 9 20U-2579B M A TC H LIN E - Y1- S TA . 2 3 + 6 5 S H EE T 5 10 15 2 0 10 10 10 - Y7 - -D R 1- 10’ 10’ 10 1 5 2 0 END W.W. FENCE BEGIN W.W. FENCE F F F F F F F C C C C C F F F F CC SILL REMOVE REMOVE 2GI 2GIBDO 2GI GRATES NARROW SLOT REMOVE REMOVE REMOVE HW REMOVE 2GI 2GI W/ FLAT GRATE NARROW SLOT W/ FLAT GRATE 2GI NARROW SLOT W/ FLAT GRATE 2GI NARROW SLOT REMOVE STA 22+75 -Y1- RT BERM GUTTER BEGIN SHOULDER W/ ELBOW 24" CSP CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 2@7’x6’ RCBC STA 18+50 -Y1- LT BEGIN SHOULDER BERM GUTTER REMOVE EST 11 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 28 SY FF EST 11 TONS RIP RAP CLASS ’B’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 10+65 TO 12+90 -Y7- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 23+00 TO 26+00 -Y1- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 19+35 TO 21+80 -Y1- RT FROM STA 22+90 TO 24+60 -Y1- RT Natural Ground 2: 1 D Slope Ditch Front B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or DETAIL #19 B= 2 Ft. Min. D= 2 Ft. FROM STA 17+00 TO 19+00 -Y1- RT B Natural Natural Ground Ground3:1 3: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #18 B= 2 Ft. Min. D= 2 Ft. FROM STA. 11+31 TO 11+51 -Y1- RT SEE DETAIL#19 SPECIAL 2’ CUT BASE DITCH SEE DETAIL#6 TOE PROTECTION EST . 3 TON S CLASS ’B ’ RIPRAP EST. DDE=24CY SEE DETAIL#18 HEAD DITCH SEE DETAIL#12 W/ 432 SY FF EST. 165 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH SEE DETAIL#12 W/ 300 SY FF EST. 114 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH SEE DETAIL#3 W/ 397 SY FF EST. 151 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH 24" RCP-III 24 " RCP-III 2 4 " RC P - I II 15" 15" 24 " 24 " 15" RCP-IV 15" RCP-IV 15 " RC P - I V 36" RCP-III SEE SHEET 2-TT PSH S T A 2 4 + 0 0 - Y 1 - LT E N D S H O U LD E R B E R M G U T T E R BENCH FLOODPLAIN FES 18" RCP 18" RCP DI 18" RCP MTL WD DK 36" CMP W/LT 18" RCP W/LT 10 ’ B S T 2SFD W BK WALL W/LT 48" CONC 2SBKD BK WALL S 48" WD S H T R W/LT 12" RCP G R 2SFD S S W/LT WD WALL 15" RCP 1SFD S GR W/LT W/LT S 1SFD W/LT MTL MT L W/LT W/LT S R 2 6 6 5 E S T H E R LN 18 ’ B S T S 15 " R C P 12’ C ON C 4 8 " C O N C 2SBKD 5’ X 5’ CONC 12" RCP BST B S T IN A L N BST W 3 6 " C O N C 2SFD C O N C B S T W W G R S W W 48" CONC W D US 158 BST US 158 BST T T T 8" DI 8" DI 8" DI 12 " S T 12 " S T 12 " S T 12" S T 6 " D I 6 " D I (A T U R ) GR AU - 3 5 0 GR AU - 3 5 0 CAT-1 GRAU 350 CUL1 CUL2 CUL3CUL4 1- 5 X 5 B A R R E L CE1 HW1 HW2 CE2 DI 36" CMP 18 " RC P 18 " R C P 12" RCPFES 18 " R C P REBECCA ANN FREEMAN BILLY RAY MITCHELL CAROL JONES MITCHELL REBECCA W. FREEMAN 15 0 .0 0 ’ EXISTING R/W EXISTING R/W MARY ANN PHILLIPS WAYNE E. PHILLIPS, JR. EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP FRANCES B. WHICKER JAMES N. WHICKER MEARILEASE HARDY, TRUSTEES RAMOND F. HARDY E X IS T IN G R / W E X IS T IN G R / W 60.00’ 60.00’ E X IS T IN G R / W E X IS T IN G R / W JACQUELINE CUSTER TERRY K. CUSTER REBECCA C. STRAUSS KEITH E. STRAUSS MARSHALL S. BROWN BILLY RAY MITCHELL CAROL JONES MITCHELL DONALD ROBER JONES MARY MYERS JAMES R. MYERS, III MARY B. MYERS JAMES R. MYERS III & ALVIN L. LINDSAY TOWN OF WALKERTOWN T O W N O F W A L K E R T O W N TOWN OF WALKERTOWN FORSYTH COUNTY F O R S Y T H C O U N T Y FORSYTH COUNTY EIP EIP EIP TOWN OF WALKERTOWN FORSYTH COUNTY PLAINSMAN DEVELOPMENT CORP NANCY FLINCHUM CLAUDE DICKERSON, JR. W/LT R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 0 A _ Y 1 s t a 2 2 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 35 OF 64 PERMIT DRAWING CULVERT SURVEY & HYDRAULIC DESIGN REPORT ADDITIONAL INFORMATION AND COMPUTATIONS 920 910 900 0 100100200 200 RTLT 890 880 2@7’x6’ RCBC 23 - Y1- O GP EL=916.72 SKEW=40 2@7’x6’ RCBC CL STA 23+11 -Y1- 2 @ 7 ’ x 6 ’ R C B C -DEBRIS POTENTIAL: MODERATE OBSERVED IN THE 100 YR FLOOD PLAIN -THERE WERE NO DWELLINGS OR STRUCTURES -BED MATERIALS: SAND, SILT, COBBLES TB LT TB LT TB RT TB RT WS BED BED WS =893.5 EXST 100 YR =887.8 PROP 100 YR =887.2 PROP 50 YR =893.3 EXST 50 YR I N LE T N G A T C U LV E R T HW BEVELED 8-23-07=882.3 NWSE AND WSE ON TO BE REMOVED EXISTING CULVERT 5X5 RCBC SLOPE=0.97% BED ELEV=879.42 A P P R O X I M A T E LY 2 8 . 3 F T ’ B ’ R I P R A P . P LA C E B A F F LE S I N C U LV E R T . O T H E R W I S E U S E C LA S S M A T E R I A L, I F A V A I LA B LE , A N D U S E S T O C K P I LE E X C A V A T E D S I T E B E D O F R E LA T I V E B A F F LE E LE V A T I O N S . P LA C E B E D M A T E R I A L T O T O P SHEET 36 OF 64 PERMIT DRAWING WETLAND DENOTES FILL INFF SITE 22 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 5 j h a r v e y 8 / 1 7 / 9 9 25U-2579B M A T C H LI N E - Y 4 - S T A . 4 3 + 6 5 S H E E T 2 6 NOTE : M A T C H LI N E - Y 4 S T A . 3 0 + 5 0 S H E E T 2 4 PAVED SHOULDER 1. FOR - Y4EB - PROFILE SEE SHEET 50 2. FOR - Y4WB - PROFILE SEE SHEET 55 3 5 4 0 I-40 BUS EBL US 421 SBL 26’ BST I-40 BUS WBL US 421 NBL 26’ BST F F F F F F F C C C C C C RETAIN 2GI FS RETAIN AND EXTEND HW Conv. OTCB To 2GI FS RETAIN AND EXTEND JB w/ MH 2GI Conv. OTCB To 2GI FS RETAIN Conv. OTCB To 2GI FS 2GI FS RETAIN AND EXTEND REMOVE FES 2GI COLLAR 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI FS REMOVE STA 41+00 -Y4- LT BEGIN SHOULDER BERM GUTTER COLLAR JB w/ MH COLLAR REMOVE FES MIN. HEIGHT 1.0’ DITCH BLOCK REMOVE FES CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS FS FS MATERIAL FILL W/ FLOWABLE EST 5 SY FF EST 1 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 39 SY FF EST 20 TONS RIP RAP CLASS ’I’ B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 35+02 TO 35+27 -Y4- LT EST. DDE 40CY SEE DETAIL#9 HEAD DITCH EST. DDE 17CY SEE DETAIL#9 TAIL DITCH Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Fill Slope F L AT T E R 2: 1 OR DETAIL #27 d= 1 Ft. Type of Liner= Class ’I’ Rip-Rap FROM STA. 40+30 TO RCBC -Y4- RT SEE DETAIL#27 EST 779 SY FF EST 380 TONS CLASS "I" RIPRAP TOE PROTECTION W/ 36" WELDED STEEL TRENCHLESS INSTALLATION 15" RCP-III 42" RCP-III 15" RCP-III 15" RCP-III 1 5 " R C P - IV 1 5 " R C P - IV 36" RCP-III 24" RCP-III JB w/ MH 24" RCP-III 24" RCP-III 18" RCP-III SEE SHEET 2-TT PSH 60" CHL 18" CMP 24" RCP 60" CHL MTL 2 S B KD 2S B K D 15’ C ONC 30" C&G B R E NT C R E E K R D 2 6’ B S T 8 4 " WD 48" CONC S W HTRWD DK DI DI F E S DI 2 4 " R C P 2 4 " R C P DI F E S F E S 15" RCP FISH HATCHERY W. E. 859.7 POND S W/LT LT 18" RCP LT 4 8" CONC 18" V C 18 " V C GRAU-350 CAT-1GRAU-350 CAT-1 18 " C M P 15" RCP CB CBCBCB 18" RCP DAVID D. WEAVER AMY J. MEAD THEODORE R. MEAD EIP LINDA MAYES HOPKINS HELEN H. PRINCE ARNOLD G. KING HA T. DAM ARNOLD G. KING THOMAS W. PRINCE 2 0’ S TORM S EW ER EAS EM ENT P B 3 4 P G 1 3 4 EIP EIP EIP ARNOLD G. KING THOMAS W. PRINCE ARNOLD G. KING THOMAS W. PRINCE KRISTI R. RECORD CHARLES LEO RECORD 2 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W R/W MON R/W MON EIP EIP SUSAN E. KUBIAK TIMOTHY A. KUBIAK TOWN OF KERNERSVILLE T O W N O F K E R N E R S V I L L E FORSYTH COUNTY F O R S Y T H C O U N T Y 20’ S A NIT A R Y SE WE R E ASE ME NT ; ; W/LT SHEET 37 OF 64 PERMIT DRAWING WETLAND DENOTES FILL INFF SITE 22 850 850 850 850 850 850 850 850 850 850 850 860 860 860 860 860 860 860 860 8 6 0 8 6 0 8 6 0 8 6 0 860 860 8 60 8 6 0 860 8 6 0 860 860 860 870 8 7 0 8 7 0 870 8 7 0 8 7 0 870 870 870 870 8 7 0 870 870 8 7 0 870 8 7 0 870870 870 8 7 0 8 7 0 8 7 0 870 8 7 0 870 880 880 8 8 0 8 8 0 8 8 0 880 8 8 0 8 8 0 880 8 80 880 880 880 880 880 880 8 8 0 880 8 8 0 8 8 0 8 8 0 890 8 9 0 890 8 9 0 890 890 890 890 890 890 8 9 0 8 9 0 8 9 0 890 890 890 890 890 890 890 890 890 890 9 0 0 9 0 0 9 0 0 900 900 900 900 900 900 9 0 0 900 9 0 0 9 0 0 900 900 9 0 0 900 900 9 0 0 9 0 0 9 0 0 900 9 10 910 9 10 9 1 0 910910 910 9 10 910 910 910 9 10 910 910 910 910 9 1 0 9 1 0 910 9 10 9 2 0 9 2 0 9 2 0 9 2 0 920 920 9 2 0 920 9 2 0 920 9 2 0 920 9 3 0 9 3 0 930 930 9 30 9 3 0 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 5 _ c o n j h a r v e y 8 / 1 7 / 9 9 25U-2579B M A T C H LI N E - Y 4 - S T A . 4 3 + 6 5 S H E E T 2 6 NOTE : M A T C H LI N E - Y 4 S T A . 3 0 + 5 0 S H E E T 2 4 PAVED SHOULDER 1. FOR - Y4EB - PROFILE SEE SHEET 50 2. FOR - Y4WB - PROFILE SEE SHEET 55 3 5 4 0 I-40 BUS EBL US 421 SBL 26’ BST I-40 BUS WBL US 421 NBL 26’ BST F F F F F F F C C C C C C RETAIN 2GI FS RETAIN AND EXTEND HW Conv. OTCB To 2GI FS RETAIN AND EXTEND JB w/ MH 2GI Conv. OTCB To 2GI FS RETAIN Conv. OTCB To 2GI FS 2GI FS RETAIN AND EXTEND REMOVE FES 2GI COLLAR 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI FS REMOVE STA 41+00 -Y4- LT BEGIN SHOULDER BERM GUTTER COLLAR JB w/ MH COLLAR REMOVE FES MIN. HEIGHT 1.0’ DITCH BLOCK REMOVE FES CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS FS FS MATERIAL FILL W/ FLOWABLE EST 5 SY FF EST 1 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 39 SY FF EST 20 TONS RIP RAP CLASS ’I’ B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 35+02 TO 35+27 -Y4- LT EST. DDE 40CY SEE DETAIL#9 HEAD DITCH EST. DDE 17CY SEE DETAIL#9 TAIL DITCH Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Fill Slope F L AT T E R 2: 1 OR DETAIL #27 d= 1 Ft. Type of Liner= Class ’I’ Rip-Rap FROM STA. 40+30 TO RCBC -Y4- RT SEE DETAIL#27 EST 779 SY FF EST 380 TONS CLASS "I" RIPRAP TOE PROTECTION W/ 36" WELDED STEEL TRENCHLESS INSTALLATION 15" RCP-III 42" RCP-III 15" RCP-III 15" RCP-III 1 5 " R C P - IV 1 5 " R C P - IV 36" RCP-III 24" RCP-III JB w/ MH 24" RCP-III 24" RCP-III 18" RCP-III SEE SHEET 2-TT PSH 60" CHL 18" CMP 24" RCP 60" CHL MTL 2 S B KD 2S B K D 15’ C ONC 30" C&G B R E NT C R E E K R D 2 6’ B S T 8 4 " WD 48" CONC S W HTRWD DK DI DI F E S DI 2 4 " R C P 2 4 " R C P DI F E S F E S 15" RCP FISH HATCHERY W. E. 859.7 POND S W/LT LT 18" RCP LT 4 8" CONC 18" V C 18 " V C GRAU-350 CAT-1GRAU-350 CAT-1 18 " C M P 15" RCP CB CBCBCB 18" RCP DAVID D. WEAVER AMY J. MEAD THEODORE R. MEAD EIP LINDA MAYES HOPKINS HELEN H. PRINCE ARNOLD G. KING HA T. DAM ARNOLD G. KING THOMAS W. PRINCE 2 0’ S TORM S EW ER EAS EM ENT P B 3 4 P G 1 3 4 EIP EIP EIP ARNOLD G. KING THOMAS W. PRINCE ARNOLD G. KING THOMAS W. PRINCE KRISTI R. RECORD CHARLES LEO RECORD 2 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W R/W MON R/W MON EIP EIP SUSAN E. KUBIAK TIMOTHY A. KUBIAK TOWN OF KERNERSVILLE T O W N O F K E R N E R S V I L L E FORSYTH COUNTY F O R S Y T H C O U N T Y 20’ S A NIT A R Y SE WE R E ASE ME NT ; ; W/LT SHEET 38 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN S SS S S S S S S S S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 23A SITE 23 S S S S S SSS SMITH CREEK SMITH CREEK SITE 28 S SS SSS S SITE 23B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 2 2 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 6 b s m i t h 8 / 1 7 / 9 9 26U-2579B M A T C H LI N E - Y 4 - S T A . 4 3 + 6 5 S H E E T 2 5 M A T C H LI N E - Y 4 - S T A . 5 6 + 6 1 S H E E T 2 7 NOTE : 1. FOR -Y4EB- PROFILE SEE SHEET 50-51 2. FOR -Y4WB- PROFILE SEE SHEET 55-56 PAVED SHOULDER 4 5 5 0 5 5 I-40 BUS EBL US 421 SBL 26’ BST I-40 BUS WBL US 421 NBL 26’ BST F F F F F F F C C C C STA 50+00 TO 50+50 -Y4- RT W/ ROCK PLATING REVISE FILL SLOPES TO 1.5:1 STA. 46+00 -Y4- LT END SHOULDER BERM GUTTER STA. 55+50 -Y4- RT END SHOULD BERM GUTTER STA 55+50 TO 66+00 -Y4- RT W/ ROCK PLATING REVISE FILL SLOPES TO 1.5:1 2GI FS 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE REMOVE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE Conv. OTCB To 2GI FS RETAIN AND EXTEND COLLAR REMOVE FES 18" RCP 2GI 2GI FS FS FS RETAIN AND EXTEND Conv. OTCB To 2GI COLLAR RETAIN AND EXTEND 2GI W/ FLAT GRATE 3:13:1 5’ ( Not to Scale) EARTH BERM DETAIL #16 STA. 47+93 -Y4- LT N.G.N.G. 862.0’ MATERIAL FILL W/ FLOWABLE HW BORE AND JACK 30" STEEL PIPE 2GI-A SEE DETAIL#16 EARTH BERM RIP RAP CLASS ’I’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 21 SY FF EST 8 TONS RIP RAP CLASS ’B’ RIP RAP CLASS ’I’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 53+85 TO 54+50 -Y4- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FROM STA. 44+68 TO 47+53 -Y4- LT SEE DETAIL#3 LATERAL 2’ BASE DITCH Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Fill Slope F L AT T E R 2: 1 OR DETAIL #27 d= 1 Ft. Type of Liner= Class ’I’ Rip-Rap FROM STA. 40+30 TO RCBC -Y4- RT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA. 53+05 TO 53+85 -Y4- LT EST. 37 SY EST. 18 TONS (TO WATERS EDGE) RIP RAP CLASS ’I’ SEE DETAIL#6 EST 123 SY FF EST 46 TONS CLASS "B" RIPRAP TOE PROTECTION W/ 15 " R C P - I V 1 5 " R C P - IV 15 " R C P - I II 15" RCP-IV 15 " R C P - I V 1 5 " R C P - II I 18" RCP-III 15" RCP-IV 30" RCP-III 30" R C P-III T R E N C H L E S S I N S T A L L A T I O N 3 0 " W E L D E D S T E E L COLLAR 24" RCP-III RCP-III 24" SEE SHEET 2-TT PSH 535 SY FF EST. 206 TONS CLASS ’I’ RIP RAP EST. DDE 235CY SEE DETAIL#17 TAIL DITCH EST. DDE 5CY SEE DETAIL #7 HEAD DITCH SEE DETAIL#27 EST 779 SY FF EST 380 TONS CLASS "I" RIPRAP TOE PROTECTION W/ Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM STA. 45+14 TO STA. 45+18 -Y4- LT RIP RAP CLASS ’I’ MTLSILT IN THIS BARREL P L A S T I C 5 5 " 3-8’X9’ CONC 15" CMP D A M D A M PIER MTL CONC BLD MTL MTL MTL 60" CHL GR WD PIER 1S F D 3 6 " C O N C S G R MTL MTL MTL S 1SFD POOL WD DK S W S S S S S B C O N C CANOPYMTL GR CONC S W/LT DI 18 " R C P F E S DI DI F E S 12 " R C P 12 " R C P FISH HATCHERY W. E. 847.2 POND FISH HATCHERY W. E. 859.7 POND W. E. 855.7 POND W. E. 855.6 POND S S 96" CHL&3SBW 24" RCP 24" RCP STONE WALL 18" V C 18" VC 18" VC 1 8" V C 1 8" VC 18" VC 18 " V C T GRAU-350 2 4 " R C P 2 4 " R C P F E S 18 " R C P F E S 18 " C M P STONE RET WALL 5 5 " P L A S T I C I N V = 8 6 1. 5 2 CBCBCB 3-8X9 BARRELS CUL1CUL2 CUL3CUL5 CUL4CUL6 HW1 CE1 CUL7 CUL8 CUL9 CE2 HW2 CUL10 CUL11 CUL12SILT IN THIS BARREL HAROLD DAVID HOPKINS, JR. PATTIE CRANFILL HAROLD D. CRANFILL 2 0’ S T OR M S E W E R E AS E M E NT P B 4 2 P G 13 7 2 0 ’ S T O R M S E WE R E A S E M E N T P B 4 2 P G 13 7 LINDA MAYES HOPKINS NANCY B. PEGRAM JERRY M. PEGRAM RONALD LEE ANGEL SR. JAMES LEON BERRY LYNN ANGEL BERRY 20’ SANITARY SEWER EASEMENT ; ; LAWRENCE E. POPE SHEET 39 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN S SS S S S S S S S S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 23A SITE 23 S S S S S SSS SMITH CREEK SMITH CREEK SITE 28 S SS SSS S SITE 23B 8 4 0 840 8 4 0 840 840 840 840 8 4 0 840 840 840 840 840 840 840 840 8 5 0 850 850 850 850 8 5 0 8 5 0 850 850 8 5 0 850 850850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 8 5 0 8 5 0 850 8 50 850 850 850 850 850 8 5 0 850 850 850 850 850 850 850850 850 850 850 8 5 0 850 8 5 0 850850850850 850 8 5 0850 850850 850 8 6 0 8 6 0 8 6 0 8 6 0 860 8 6 0 8 6 0 860 860 860 860 860 860 860 860 860 860 8 6 0 860 860 860 860 860 860 860 8 6 0 860 860 860 8 6 0 860 860 860 860 860 860 860 860 860 860 860 8 6 0 8 6 0 860 860 860 860 860 8 6 0 860 870 8 7 0 8 7 0 870 870 870 8 7 0 8 7 0 870 870 870 870 870 870 8 7 0 870 870 8 7 0 870870 870 870 870 870 870 870 870 870 8 7 0 8 7 0 8 8 0 8 8 0 8 8 0 8 8 0 880 880 880 880 880 880 8 8 0 8 8 0 8 8 0 8 8 0 880 8 8 0 8 8 0 880 880 8 8 0 8 8 0 880 8 9 0 8 9 0 890 890 890 890 890 890 8 9 0 9 0 0 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 2 2 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 6 _ c o n b s m i t h 8 / 1 7 / 9 9 26U-2579B M A T C H LI N E - Y 4 - S T A . 4 3 + 6 5 S H E E T 2 5 M A T C H LI N E - Y 4 - S T A . 5 6 + 6 1 S H E E T 2 7 NOTE : 1. FOR -Y4EB- PROFILE SEE SHEET 50-51 2. FOR -Y4WB- PROFILE SEE SHEET 55-56 PAVED SHOULDER 4 5 5 0 5 5 I-40 BUS EBL US 421 SBL 26’ BST I-40 BUS WBL US 421 NBL 26’ BST F F F F F F F C C C C STA 50+00 TO 50+50 -Y4- RT W/ ROCK PLATING REVISE FILL SLOPES TO 1.5:1 STA. 46+00 -Y4- LT END SHOULDER BERM GUTTER STA. 55+50 -Y4- RT END SHOULD BERM GUTTER STA 55+50 TO 66+00 -Y4- RT W/ ROCK PLATING REVISE FILL SLOPES TO 1.5:1 2GI FS 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE REMOVE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE Conv. OTCB To 2GI FS RETAIN AND EXTEND COLLAR REMOVE FES 18" RCP 2GI 2GI FS FS FS RETAIN AND EXTEND Conv. OTCB To 2GI COLLAR RETAIN AND EXTEND 2GI W/ FLAT GRATE 3:13:1 5’ ( Not to Scale) EARTH BERM DETAIL #16 STA. 47+93 -Y4- LT N.G.N.G. 862.0’ MATERIAL FILL W/ FLOWABLE HW BORE AND JACK 30" STEEL PIPE 2GI-A SEE DETAIL#16 EARTH BERM RIP RAP CLASS ’I’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 21 SY FF EST 8 TONS RIP RAP CLASS ’B’ RIP RAP CLASS ’I’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 53+85 TO 54+50 -Y4- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FROM STA. 44+68 TO 47+53 -Y4- LT SEE DETAIL#3 LATERAL 2’ BASE DITCH Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Fill Slope F L AT T E R 2: 1 OR DETAIL #27 d= 1 Ft. Type of Liner= Class ’I’ Rip-Rap FROM STA. 40+30 TO RCBC -Y4- RT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA. 53+05 TO 53+85 -Y4- LT EST. 37 SY EST. 18 TONS (TO WATERS EDGE) RIP RAP CLASS ’I’ SEE DETAIL#6 EST 123 SY FF EST 46 TONS CLASS "B" RIPRAP TOE PROTECTION W/ 15 " R C P - I V 1 5 " R C P - IV 15 " R C P - I II 15" RCP-IV 15 " R C P - I V 1 5 " R C P - II I 18" RCP-III 15" RCP-IV 30" RCP-III 30" R C P-III T R E N C H L E S S I N S T A L L A T I O N 3 0 " W E L D E D S T E E L COLLAR 24" RCP-III RCP-III 24" SEE SHEET 2-TT PSH 535 SY FF EST. 206 TONS CLASS ’I’ RIP RAP EST. DDE 235CY SEE DETAIL#17 TAIL DITCH EST. DDE 5CY SEE DETAIL #7 HEAD DITCH SEE DETAIL#27 EST 779 SY FF EST 380 TONS CLASS "I" RIPRAP TOE PROTECTION W/ Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM STA. 45+14 TO STA. 45+18 -Y4- LT RIP RAP CLASS ’I’ MTLSILT IN THIS BARREL P L A S T I C 5 5 " 3-8’X9’ CONC 15" CMP D A M D A M PIER MTL CONC BLD MTL MTL MTL 60" CHL GR WD PIER 1S F D 3 6 " C O N C S G R MTL MTL MTL S 1SFD POOL WD DK S W S S S S S B C O N C CANOPYMTL GR CONC S W/LT DI 18 " R C P F E S DI DI F E S 12 " R C P 12 " R C P FISH HATCHERY W. E. 847.2 POND FISH HATCHERY W. E. 859.7 POND W. E. 855.7 POND W. E. 855.6 POND S S 96" CHL&3SBW 24" RCP 24" RCP STONE WALL 18" V C 18" VC 18" VC 1 8" V C 1 8" VC 18" VC 18 " V C T GRAU-350 2 4 " R C P 2 4 " R C P F E S 18 " R C P F E S 18 " C M P STONE RET WALL 5 5 " P L A S T I C I N V = 8 6 1. 5 2 CBCBCB 3-8X9 BARRELS CUL1CUL2 CUL3CUL5 CUL4CUL6 HW1 CE1 CUL7 CUL8 CUL9 CE2 HW2 CUL10 CUL11 CUL12SILT IN THIS BARREL HAROLD DAVID HOPKINS, JR. PATTIE CRANFILL HAROLD D. CRANFILL 2 0’ S T OR M S E W E R E AS E M E NT P B 4 2 P G 13 7 2 0 ’ S T O R M S E WE R E A S E M E N T P B 4 2 P G 13 7 LINDA MAYES HOPKINS NANCY B. PEGRAM JERRY M. PEGRAM RONALD LEE ANGEL SR. JAMES LEON BERRY LYNN ANGEL BERRY 20’ SANITARY SEWER EASEMENT ; ; LAWRENCE E. POPE SHEET 40 OF 64 PERMIT DRAWING 6.25 12.5 2512.5 0 PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 26-1 U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 6 _ S I T E 2 8 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SSSSMITH CREEK SITE 28 F STA. 55+50 -Y4- RT END SHOULD BERM GUTTER STA 55+50 TO 66+00 -Y4- RT W/ ROCK PLATING REVISE FILL SLOPES TO 1.5:1 2GI W/ FLAT GRATE Conv. OTCB To 2GI COLLAR RETAIN AND EXTEND 2GI W/ FLAT GRATE EST. 37 SY EST. 18 TONS (TO WATERS EDGE) RIP RAP CLASS ’I’ 15" RCP-IV TRENCHLESS INSTALLAT I O N 3 0 " W E L D E D S T E E L 24" RCP-III D A M D A M PIER DI 24" RCP 2 4 " R C P CB ; R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 6 A _ Y 4 s t a 4 6 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 41 OF 64 PERMIT DRAWING CULVERT SURVEY & HYDRAULIC DESIGN REPORT ADDITIONAL INFORMATION AND COMPUTATIONS Stream Classification (Such as Trout, High Quality Water, etc.) 0 100100200 200 RTLT 840 850 860 870 TB LTTB LT TB RT TB RT BED BED WE WE HW BEVELED EL=846.02 EL=843.52 EL=845.52 .75’ MATERIAL +/-20 CY BACKFILL W/ SELECT O =857.2 EXST 50 YR =857.1 PROP 50 YR =858.1 EXST 100 YR =858.0 PROP 100 YR FEMA DETAILED STUDY AREA YADKIN RIVER BASIN DA’S AT EXST SITES AND USGS QUAD 2.83:1 SKEWED 2:1 NORMAL 2.83:1 SKEWED 2:1 NORMAL ON 8-1-07=847.0 NWSE AND WSE TOE WALL SKEW=45 12’37" GP EL=863.67 EBL RETAIN AND EXTEND 3@8’x9’ RCBC STA 45+65.43 -Y4- -DEBRIS POTENTIAL: MODERATE OBSERVED IN THE 100 YR FLOOD PLAIN -THERE WERE NO DWELLINGS OR STRUCTURES HAVE BEEN EXTENDED PREVIOUSLY. AT THE INLET. IT APPEARS THAT THE CULVERT MAY -THERE IS A CRACK IN THE WALL OF THE CULVERT CULVERT -WING WALL ON INLET END HAS SEPARATED FROM -BED MATERIALS: SAND, SILT, ROCK YADKIN RIVER BASIN SHEET 42 OF 64 PERMIT DRAWING ( P O N D ) S U R F A C E W A T E R D E N O T E S I M P A C T S I N WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN S S S W E T L A N D D E N O T E S F I L L I N TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 24A SITE 25 SITE 24 SITE 30 S SS S S S S F F F F FF S S S SITE 24 SMITH CREEK DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 7 j h a r v e y 8 / 1 7 / 9 9 M A TC H LIN E - Y 4 - S T A . 8 2 + 2 6 S H E E T 16 M A T C H LIN E - Y4 - S TA . 5 6 + 6 1 S H E E T 2 6 27U-2579B M A TC H LIN E - Y 4 RP B D - S T A . 6 3 + 0 0 S H E E T 16 M A TC H LIN E - Y 4 RP A - S TA . 2 6 + 9 5 S H E E T 16 M A TC H LIN E - Y 5 - S T A . 18 + 0 0 . 0 0 S H E E T 2 7 10 30 3 5 4 0 6 5 7 0 7 5 8 0 8 5 20 6 0 6 5 7 0 7 5 8 0 30 F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C F F C C C C C C C C C C C +40.00 -Y5- 60.00’ NCDOT () )( () NCDOT () NCDOT NCDOT ( ( ) )NCDOT ( ( ) ) NCDOT ( ( ) ) NCDOT NCDOT ( ( ( ( ) ) ) ) NCDOT NCDOT NCDOT ( ( ( ( ( ( ) ) ) ) ) ) NCDOT ( () ) NCDOT () NCDOT ( ( ) ) NCDOT ( () ) NCDOT ( () ) NCDOT ( () ) NCDOT () P P PLUG 2GI 2GI2GI 2GI Conv. OTCB To 2GI P P PLUG Conv. OTCB To 2GIP P PLUG REMOVE BDO STA 55+50 TO 66+00 -Y4- RT W/ ROCK PLATING REVISE FILL SLOPES TO 1.5:1 RETAIN AND EXTEND COLLAR REMOVE FES COLLAR RETAIN AND EXTEND REMOVE FES FS FS FS REMOVE FES COLLAR COLLAR RETAIN AND EXTEND RETAIN AND EXTEND REMOVE 2GIFS COLLAR FS FS REMOVE P REMOVE FES FS Conv. OTCB To 2GI FS RETAIN AND EXTEND COLLAR RETAIN AND EXTEND COLLAR HW 2GIFS REMOVE 2GIFS 2GI 2GI FS REMOVE 2GI FS MOVERE REMOVE REMOVE REMOVE REMOVE REMOVE 2GI FS FS 2GI FS FS REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE TIE TO EXISTING DITCH TIE TO EXISTING DITCH REMOVE FES REMOVE FESJB w/MH HW RETAINING WALL ELBOW 30" CSP W/ 2GI-A CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 2GI BDO FS W/ ELBOW 24" CSP REMOVE FES REMOVE HW EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 11 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TONS RIP RAP CLASS ’B’ EST 14 SY FF EST 5 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 47 SY FF EST 20 TONS RIP RAP CLASS ’I’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 47 SY FF EST 20 TONS RIP RAP CLASS ’I’ LATERAL ’V’ DITCH ( Not to Scale) Natural Ground D 2: 1 2:1 b Fill Slope 1"/Ft. DETAIL #4 b= 5 Ft. Min. D= 2 Ft. FROM STA. 65+28 TO 65+80 -Y4- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 31+25 TO 32+00 -Y4RPA- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 71+25 TO 73+25 -Y4- LT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 73+25 TO 75+00 -Y4- LT ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 4:1 or Flatter Natural Ground D d Fill Slope 2: 1 Fabric Filter DETAIL #20 Type of Liner= Class ’B’ Rip-Rap Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 70+50 TO 75+45 -Y4RPBD- RT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FROM STA. 75+36 TO 75+48 -Y4RPBD- RT FROM STA. 65+22 TO STA. 65+81 -Y4- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #26 *When B is < 6.0’ Type of Liner= Class ’B’ Rip-Rap B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA. 73+48 TO 75+71 -Y4- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FROM STA. 73+21 TO 73+48 -Y4- LT B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 37+36 TO 37+46 -Y4- LT SEE DETAIL#12 W/ 353 SY FF EST. 134 TONS LATERAL 2’ BASE DITCH W/ CLASS ’B’ RIP RAP SEE DETAIL#14 W/ 270 SY FF EST. 100 TONS LATERAL ’V’ DITCH W/ CLASS ’B’ RIP RAP SEE DETAIL#20 W/ 764 SY FF EST. 283 TONS SPECIAL LATERAL ’V’ DITCH W/ CLASS ’B’ RIP RAP SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 19CY SEE DETAIL#8 HEAD DITCH EST. 3TONS CLASS ’B’ RIP RAP EST. 3TONS CLASS ’B’ RIP RAP EST. DDE 35CY EXCAVATE TO ELEV. 838.0 EST. DDE 12CY SEE DETAIL#9 TAIL DITCH EST. DDE 8CY SEE DETAIL#8 HEAD DITCH W/ 529 SY FF EST. 161 TONS CLASS ’B’ RIP RAP EST. DDE 170CY SEE DETAIL#26 TAIL DITCH 248 SY FF EST. 95 TONS CLASS ’I’ RIP RAP EST. DDE 105CY SEE DETAIL#17 TAIL DITCH STA 56+25 TO 59+50 -Y4- LT BERM DITCH CONNECTORS ROD AND LUG 2 ELBOWS AND 15" CSP W/ FLAT GRATE 2GI W/ -Y4RPA- LT STA.37+00 TO STA.40+00 SBG REMOVE FES EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ SEE DETAIL#6 EST 177 SY FF EST 66 TONS CLASS "B" RIPRAP TOE PROTECTION W/ 15 " 15" 30" RCP-III 30" RCP-III 15" RCP-III 15" RCP-III TREN C HLESS IN STALLATIO N 4 2 " WELDED STEEL 3 0 " RC P-III 15" RCP-III 18 " C S P 3 0 " RC P-III 18" R C P- III 18" RCP-III 2 4 " RC P- III 15" RCP-III 15" RCP-III 3 0 " RC P - II I 18 " R C P - I I I 1 5 " R C P-III 18" RCP-III 18" RCP-III 18" RCP-III 30" RCP-III 30" RCP-III 18" RCP-III SEE DETAIL#4 LATERAL ’V’ DITCH FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ 1 5 " R C P - I I I 15 " RC P - III 15" RCP-III STA. 64+80 TO 66+58 -Y4RPBD- RT BERM DITCH SEE DETAIL#20 STA 81+24 TO 83+07 -Y4 RPBD- RT SPECIAL LATERAL ’V’ DITCH W/CLASS ’B’ RIP RAP REMOVE EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ VAR. 5.0’ D 2: 1 LIM ITS C LEARIN G( Not to Scale) BERM DITCH 10.0’ V.C.d Geotextile DETAIL #34 Type of Liner=CLASS ’B’ RIPRAP FROM STA. 67+20 TO STA. 70+50 -Y4RPBD- RT W A LL N O ISE 2.0’ 6.0’ Max. d=1.5 Ft. Min. D=1.5 Ft. 9.0’ SEE DETAIL#34 BERM DITCH 2GI 2GI 1 8 " R C P-III 18" RCP-III CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS 1 5 " C S P 1 5 " C S P EST 11 SY FF EST 6 TONS RIP RAP CLASS ’I’ 3 0 " RCP F ES 18" RCP18" RCP F E S SCRUB W.E. 843.3 18" RCP DAM D AM GR I-40 BUS WBL US 421 NBL 24’ BST I-40 BUS EBL US 421 SBL 24’ BST 60" CHL 60" CHL 60" CHL 60" CHL MTL MTL MTL MTLDI 18 " R C P F E SF E S DI 18" RCP DI CONC HWHW CONC 12" RCP FISH HATCHERY W. E. 843.4 POND SCRUB SCRUB SCRUB 9’ BST 9’ BST BST BST POND W.E. 8420 W.E. 843.4 60" CHL MTL MTL MTL 48" WW B S 72" MTL RIDING RING GR S SO IL HTR 1SBKD 1SBKD1SBKD 1SFD 1SFD 48" CONC 48" CONC48" CONC S FAST CREST DR 20’ BST 9 ’ C O N C 1SFD 2SBKD 1SBKD2SFD1SBKD 1SBKD 1SBKD 1SFD 1SBKD 1SBKD 18’ CONC 1SBKD 9’ BST G W GR 20’ CONC GR 1SBKD 60" CHL W 1SFD G CONC S 72" WD GR 36" CONC 7 2 " C H L S 60" CHL W/LT W/LT S 7 2 " WD 9 ’ C O N C 36" CONC 7 2 " W D S 48" CONC W/LT 9 ’ C O N C 16’ CONC CONC 4 8 " C O N C 10’ CONC BST BST 72" WD 72" WD S 18 " R C P 48" CHL S 60" CHL DK WD 60" CHL 1SBKD S WD DK 1SFD S CONC 72" WD 1SBKD 1SBKD S S S 2SBKD 2SFD DK WD WD DK MONT CREST DR 20’ BST 1SBKD 4 8 " C O N C 4 8 " C O N C H E D G E M O R E D R 2 0 ’ B S T 12 ’ C O N C 9 ’ CONC 4 8 " C H L 18 " R C P 18 " R C P 15 " R C P 15 " R C P 10 ’ C ON C 10 ’ C ON C 14 ’ C O N C 3 6 " C O N C 8 ’ C ON C B L U F F S C H O O L R D 2 0 ’ B S T 10 ’ C ON C C O N C 10 ’ C O N C 18" RCP CB JB JB 12" RCP 12" RCP 12" RCP 12" RCP 18 " R C P 15" RCP APPROX JB 15" RCP DI 2 4 " R C P 2 4 " R C P OWNER PER PROPERTY APPROX JB OWNER PER PROPERTY APPROX JB 18" RCP 12 " PLAST IC 12 " RCP DI DI DI DI 18 " R C P DI 3 0 " R C P F E S F E S 18 " C M P DI 18" RCP F E S F E S DI 12" RCP 12’ CONC 16’ CONC 4 8 " C O N C 1SFD CONC 1SBKD 12’ CONC 60" WD 1SBKD S S 60" WD 4 8 " C O N C 10’ CONC S S 1SBKD 10’ BST 4 8 " C O N C S 1SBKD BST 1S BKD 48" CHL 15 ’ CONC 48" CHL 1SFD 1SBKD 1SBKD 14’ CONC 3 6 " C O N C CONC 7 2 " C H L 36" CONC 6 0 " WD 8 ’ B S T 8 ’ B S T 1SBKD 1S B K D 16’ CONC1S B KD s s 1SBKD CONC 60" CONC CONC S S 2SBKD CONC GR 12 " RCP 12 " RC P S G A T E M T L 6 0 " C H L 19 ’ B S T MTL 12" R C P JB18" RCP 12" RCP 8 " R C P G R 48" CONC 48" CONC 48" CONC 48" CONC 36" CONC CONC WD DK CONC WD DK 36" CONC 48" CONC CONC CONC 36" CONCJB 3 6 " C O N C 36" CONC 4 8 " C O N C LT 4 8 " C O N C CONC G R GATE CONC 12 " HDPE 36" CONC 3 6 " C O N C P A T IO S T O N E W D D K S PLANTER TIMBERS T IM B E R S 5 S B W 5 S B W 6 0 " W D POOL 8 " R C P POOL DI DI DI B S T BST POOL S C R U B S C R U B B S T 3SBW 18" RCP W.E. 839.1 HTRSS WD W 1 S F D W D GR GR G R W H ATCH ERY SCRUB SCRUB 4 8 " W D R A IL P OND W. E. 8 3 2.9 P O N D W.E. 843.0 POND W.E. 843.4TOP=844.55 INV=836.45 TOP=N/A INV=N/A LOCATION APPROX. 1 8 " V C 18" VC 18 " V C T 16" D I 16" D I 6" D I 4 " P L 6 " D I 6 " D I 6 " D I 6" DI 6" DI 6" DI 6" DI 6 " D I ( A T U R ) (ATUR) (ATUR) ( A T U R ) (ATUR) (ATUR) ( A T U R ) 6 " D I GRAU-350 CAT-1 CAT -1 GRAU-350 CAT-1 GRAU-350 GRAU 350 TES TES TYPE-III GRAU 350 TL-3 18 " R C P 3 0 " R C P F E S 18 " R C P F E S 18 " R CP F E S 18 " RC P CB 18 " R C P F E S 3 0 " R C P F E S F E S F E S 18 " C M P CB 2 4 " R C P 18 " R C P CB 18 " R C P CBCBCBCB 15" RCP 18 " R C P CB F E S 18" RCP CB CB JB JB JB CB APPROX JB OWNER PER PROPERTY APPROX JB OWNER PER PROPERTY APPROX JB 2 4 " R C P 15" RCP 12" RCP CB S IZ E / T Y P E U N K N O W N E N D U N K N O W N S IZ E / T Y P E U N K N O W N E N D U N K N O W N SIZE/TYPE UNKNOWN 18 " R C P U N K N O W N E N D 12" RCP U N K N O W N E N D UNKNOWN SIZE/TYPE UNKNOWN SIZE/TYPE CONC HW CONC HW 12" RCP INV=914.71 UNKNOWN END UNKNOWN END UNKNOWN SIZE/TYPE INV=915.05 12" RCP UNKNOWN END UNKNOWN SIZE/TYPE UNKNOWN SIZE/TYPE UNKNOWN END 12" RCP INV=921.87 12" RCP CB INV=921.89CB CB 18" RCP DI CB CB 12 " PLA ST IC UNKNOWN S IZE /TY PE UNKNOWN END 12 " RCP UNKNOWN SIZE /TYPE UNKNOWN END VINCENT GLENN BAKER BILL G. BROCK JOAN G. DICKEY EIP 30’ ACCESS EASEMENT DB 1647 PG 402 EIP EIP CHARLES ALLEN KEARNS JEWEL S. LANKFORD PATRICIA GALBOE ROBERT J. GALBOE MERIDETH M. SULLIVAN MICHAEL A. SULLIVAN EDWARD MADDOX CLAYRON WEBB LARRY M. WEBB VIRGINIA L. WOLFE JIMMY L. WOLFE NOVELLA W. SNYDER RICHARD S. SNYDER SANDRA B. ROSE LARRY S. ROSE JEAN OLIVEROS CARLOS Z. OLIVEROS G.L.G. CORPORATION CREOLA TUNING MARCELENE HAMPTON LARRY W. HAMPTON MARGARET A. MCDONALD BERNICE LEAZER PERRY R. LEAZER SHEILA KEY BRIAN V. KEY RHONDA T. WHITE JEFFREY K. WHITE HELEN EGAN PHILLIP R. EGAN JEROME SCOTT BEESON MILDRED PATTERSON JAMES H. PATTERSON JR. MARGARET C. CHESNEY JOHN A. CHESNEY REBECCA WHITAKER KENNETH GRAY WHITAKER GAE MAROTZ WILLIAM MAROTZ ALISTEEN C. KING SYLVESTER L. MARTIN 30’ACCESS EASEMENT DB 1819 PG 3160 30’ACCESS EASEMENT DB 1819 PG 3160 10’ DRAIN/UTILITY EASEMENT 10’ DRAIN/UTILITY EASEMENT 10’ DRAIN/UTILITY EASEMENT EIP EIP EIP EIP EIP EIP EIP MELISSA ADAMS JAMES B. ADAMS MARTHA MARIE SOYARS ROBERT JAMES FEESER CHRISTINE M COX ALAN B. COX EIP EIPEIP 10’ DRAIN/UTILITY EASEMENT 10’ DRAIN/UTILITY EASEMENT EIP DOROTHY W. FLYNN JEAN M. MACK PHILLIP D. MACK LINDA JOHNSON BENJAMEN JOHNSON DOROTHY T. JORDAN EIP EIP EIP 10 ’ D R A IN / U T IL IT Y E A S E M E N T 10 ’ D R A IN / U T IL IT Y E A S E M E N T 10 ’ D R A IN / U T IL IT Y E A S E M E N T FAYE PEDDYCORD REX LANIER PEDDYCORD FAYE PEDDYCORD REX LANIER PEDDYCORD RONALD LEE ANGEL SR. RONALD LEE ANGEL SR. RONALD LEE ANGEL SR. JEFFREY WAYNE MASTEN 60.00’ 2 8 2 . 0 0 ’ 3 0 0 . 0 0 ’ EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W 60.00’ 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60.00’ 60.00’ 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60 .00 ’ E X IS T ING R / W E X IS T ING R / W E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W EIP E X IS T IN G R / W EIP EIP EIP EIP EIP EIP E X IS T IN G R / W EIP EIP E X IS T IN G R / W EIP E X IS T IN G R / W R/W MON EIP EIP E X IS T IN G R / W 2 5 0 . 0 0 ’ C A T H E R IN E A N N R E IN L N O R B E R T H E R M A N N R E IN L C A T H E R IN E A N N R E IN L N O R B E R T H E R M A N N R E IN L TOWN OF KERNERSVILLE FORSYTH COUNTY HASTINGS HILL LTD PARTNERSHIP HASTINGS HILL LTD PARTNERSHIP 20’ S A N IT A R Y S EW ER EA S EM E N T ; ; DONALD R. MARTIN GINA C. BROWN MARK A. BROWN MIRIAM E. ADAMS RONALD M. ADAMS VOLREE JOHNSTON RICHARD LEO JOHNSTON MICHELE L. WOOD KEITH R. WOOD RHEANELL A. BAKER DAVID J. BAKER CAROLYN T. LOWRY WILLIE HERMAN LOWRY JENNIFER H. FUNK WAYNE ALLEN FUNK JOSEPH MARSHALL KAREN MARIE BUOYER MAX DUNCAN BUOYER IMOGENE L . ELAM JANET ARLENE LANEY GARY IVAN LANEY W/LT SHEET 43 OF 64 PERMIT DRAWING ( P O N D ) S U R F A C E W A T E R D E N O T E S I M P A C T S I N WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN S S S W E T L A N D D E N O T E S F I L L I N TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 24A SITE 25 SITE 24 SITE 30 S SS S S S S F F F F FF S S S SITE 24 SMITH CREEK 830 8 3 0 8 3 0 8 3 0 8 3 0 830 8 3 0 830 8 3 0 8 3 0 8 4 0 840 8 4 0 8 4 0 840 840 840 8 4 0 840 840840840840 840 840 84 0 840 840 840 840 840 840 840 840 840 840 8 4 0 8 4 0 8 4 0 840 840 8 4 0 8 4 0 840 840 840 840 840 840 8 40 840 840 840 840 840 8 4 0 840 850 850 850 850 850 850 850 850 850 8 5 0 850 850 850 850 850 850 850 850 850 850 850 8 5 0 850 8 5 0 8 5 0 8 5 0 850 850 85 0 8 5 0 850 850 850 850 8 5 0 8 5 0 850 850 850 850 850 850 850 850 8 5 0 8 5 0 850 850 850 8 5 0 850 850 8 5 0 850 850 850 85 0 850 8 6 0 860 860 860 860 8 6 0 860 860 860 8 60 8 6 0 8 6 0 8 6 0 860 860 860 860 860 860 8 6 0 860 860 860 860 860 860 860 860 860 8 6 0 860 860 8 6 0 8 6 0 860 860 860 860 860 8 6 0 86 0 8 6 0 860 860 860 860 860 860 860 860 860 860 860 860 8 6 0 8 6 0 860 860 8 6 0 860 860 8 7 0 870 870 8 7 0 870 870 870 870 8 7 0 870 870 870 870 870 870 870 870 8 7 0 870 870 8 7 0 8 7 0 870 870 870 870 870 870 870 870 8 7 0 870 870 870 870 8 7 0 870 870 870 8 7 0 8 7 0 8 7 0 8 7 0 870 8 7 0 8 7 0 870 87 0 870 8 8 0 880 8 8 0 88 0 880 880 880 880 8 8 0 880 880 880 880 880 880 880 880 880 880 880 8 8 0 880 8 8 0 8 8 0 8 8 0 8 8 0 880 880 880 880 880 880 880 8 8 0 880 880 880 8 8 0 8 8 0 880 880 880 8 9 0 890 890 890 8 9 0 890 890 89 0 890 890 890 8 9 0 8 9 0 890 890 890 890 890 890 890 890 890 890 890 890890 890 890 890 8 9 0 890 890 8 90 890 890 8 9 0 890 890 89 0 8 9 0 890 890 890 890 9 0 0 900 900 900 900 9 0 0 9 0 0 900 9 0 0 9 0 0 900 900 900 900 900 900 900 900 9 0 0 900 900 900 900 9 0 0 900 900 900 900 900 910 910 910 910 910 9 1 0 9 10 9 1 0 9 10 9 1 0 910 910 910 910 910 910 9 1 0 910 910 910 920 920 9 2 0 9 2 0 9 2 0 920 920 920 920 9 2 0 9 2 0 920 920 920 9 3 0 930 930 9 30 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 30 9 30 9 3 0 9 3 0 9 3 0 9 3 0 9 3 0 9 30 9 3 0 940 940 9 4 0 940 9 4 0 940 940 940 940 9 4 0 940 940 940 940 9 4 0 9 4 0 9 4 0 9 4 0 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 7 _ c o n j h a r v e y 8 / 1 7 / 9 9 M A TC H LIN E - Y 4 - S TA . 8 2 + 2 6 S H E E T 16 M A TC H LIN E - Y4 - S TA . 5 6 + 6 1 S H E E T 2 6 27U-2579B M A T C H LIN E - Y 4 R P B D - S T A . 6 3 + 0 0 S H E E T 16 M A T C H LIN E - Y4 R P A - S TA . 2 6 + 9 5 S H E E T 16 M A TC H LIN E - Y 5 - S TA . 18 + 0 0 . 0 0 S H E E T 2 7 10 30 3 5 4 0 6 5 7 0 7 5 8 0 8 5 20 6 0 6 5 7 0 7 5 8 0 30 F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C F F C C C C C C C C C C C +40.00 -Y5- 60.00’ NCDOT () )( () NCDOT () NCDOT NCDOT ( ( ) )NCDOT ( ( ) ) NCDOT ( ( ) ) NCDOT NCDOT ( ( ( ( ) ) ) ) NCDOT NCDOT NCDOT ( ( ( ( ( ( ) ) ) ) ) ) NCDOT ( () ) NCDOT () NCDOT ( ( ) ) NCDOT ( () ) NCDOT ( () ) NCDOT ( () ) NCDOT () P P PLUG 2GI 2GI2GI 2GI Conv. OTCB To 2GI P P PLUG Conv. OTCB To 2GIP P PLUG REMOVE BDO STA 55+50 TO 66+00 -Y4- RT W/ ROCK PLATING REVISE FILL SLOPES TO 1.5:1 RETAIN AND EXTEND COLLAR REMOVE FES COLLAR RETAIN AND EXTEND REMOVE FES FS FS FS REMOVE FES COLLAR COLLAR RETAIN AND EXTEND RETAIN AND EXTEND REMOVE 2GIFS COLLAR FS FS REMOVE P REMOVE FES FS Conv. OTCB To 2GI FS RETAIN AND EXTEND COLLAR RETAIN AND EXTEND COLLAR HW 2GIFS REMOVE 2GIFS 2GI 2GI FS REMOVE 2GI FS MOVERE REMOVE REMOVE REMOVE REMOVE REMOVE 2GI FS FS 2GI FS FS REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE TIE TO EXISTING DITCH TIE TO EXISTING DITCH REMOVE FES REMOVE FESJB w/MH HW RETAINING WALL ELBOW 30" CSP W/ 2GI-A CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS 2GI BDO FS W/ ELBOW 24" CSP REMOVE FES REMOVE HW EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 11 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TONS RIP RAP CLASS ’B’ EST 14 SY FF EST 5 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 47 SY FF EST 20 TONS RIP RAP CLASS ’I’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 47 SY FF EST 20 TONS RIP RAP CLASS ’I’ LATERAL ’V’ DITCH ( Not to Scale) Natural Ground D 2: 1 2:1 b Fill Slope 1"/Ft. DETAIL #4 b= 5 Ft. Min. D= 2 Ft. FROM STA. 65+28 TO 65+80 -Y4- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 31+25 TO 32+00 -Y4RPA- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 71+25 TO 73+25 -Y4- LT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 73+25 TO 75+00 -Y4- LT ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 4:1 or Flatter Natural Ground D d Fill Slope 2: 1 Fabric Filter DETAIL #20 Type of Liner= Class ’B’ Rip-Rap Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 70+50 TO 75+45 -Y4RPBD- RT B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FROM STA. 75+36 TO 75+48 -Y4RPBD- RT FROM STA. 65+22 TO STA. 65+81 -Y4- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #26 *When B is < 6.0’ Type of Liner= Class ’B’ Rip-Rap B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA. 73+48 TO 75+71 -Y4- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FROM STA. 73+21 TO 73+48 -Y4- LT B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FROM STA. 37+36 TO 37+46 -Y4- LT SEE DETAIL#12 W/ 353 SY FF EST. 134 TONS LATERAL 2’ BASE DITCH W/ CLASS ’B’ RIP RAP SEE DETAIL#14 W/ 270 SY FF EST. 100 TONS LATERAL ’V’ DITCH W/ CLASS ’B’ RIP RAP SEE DETAIL#20 W/ 764 SY FF EST. 283 TONS SPECIAL LATERAL ’V’ DITCH W/ CLASS ’B’ RIP RAP SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 19CY SEE DETAIL#8 HEAD DITCH EST. 3TONS CLASS ’B’ RIP RAP EST. 3TONS CLASS ’B’ RIP RAP EST. DDE 35CY EXCAVATE TO ELEV. 838.0 EST. DDE 12CY SEE DETAIL#9 TAIL DITCH EST. DDE 8CY SEE DETAIL#8 HEAD DITCH W/ 529 SY FF EST. 161 TONS CLASS ’B’ RIP RAP EST. DDE 170CY SEE DETAIL#26 TAIL DITCH 248 SY FF EST. 95 TONS CLASS ’I’ RIP RAP EST. DDE 105CY SEE DETAIL#17 TAIL DITCH STA 56+25 TO 59+50 -Y4- LT BERM DITCH CONNECTORS ROD AND LUG 2 ELBOWS AND 15" CSP W/ FLAT GRATE 2GI W/ -Y4RPA- LT STA.37+00 TO STA.40+00 SBG REMOVE FES EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ SEE DETAIL#6 EST 177 SY FF EST 66 TONS CLASS "B" RIPRAP TOE PROTECTION W/ 15 " 15" 30" RCP-III 30" RCP-III 15" RCP-III 15" RCP-III TREN C HLESS IN STALLATIO N 4 2 " WELDED STEEL 3 0 " RCP- III 15" RCP-III 18 " C S P 3 0 " RC P-III 18" R C P- II I 18" RCP-III 2 4 " RC P- III 15" RCP-III 15" RCP-III 3 0 " R C P - I II 18 " R C P - II I 1 5 " R C P-III 18" RCP-III 18" RCP-III 18" RCP-III 30" RCP-III 30" RCP-III 18" RCP-III SEE DETAIL#4 LATERAL ’V’ DITCH FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ 1 5 " R C P - I I I 15 " RC P - II I 15" RCP-III STA. 64+80 TO 66+58 -Y4RPBD- RT BERM DITCH SEE DETAIL#20 STA 81+24 TO 83+07 -Y4 RPBD- RT SPECIAL LATERAL ’V’ DITCH W/CLASS ’B’ RIP RAP REMOVE EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ VAR. 5.0’ D 2: 1 LIM ITS C LEA RIN G( Not to Scale) BERM DITCH 10.0’ V.C.d Geotextile DETAIL #34 Type of Liner=CLASS ’B’ RIPRAP FROM STA. 67+20 TO STA. 70+50 -Y4RPBD- RT W A LL N O IS E 2.0’ 6.0’ Max. d=1.5 Ft. Min. D=1.5 Ft. 9.0’ SEE DETAIL#34 BERM DITCH 2GI 2GI 1 8 " R C P-III 18" RCP-III CONNECTORS AND ROD AND LUG 18" CSP W/ 2 ELBOWS 1 5 " C S P 1 5 " C S P EST 11 SY FF EST 6 TONS RIP RAP CLASS ’I’ 3 0 " R C P F ES 18" RCP18" RCP F E S SCRUB W.E. 843.3 18" RCP DAM D A M GR I-40 BUS WBL US 421 NBL 24’ BST I-40 BUS EBL US 421 SBL 24’ BST 60" CHL 60" CHL 60" CHL 60" CHL MTL MTL MTL MTLDI 18 " R C P F E SF E S DI 18" RCP DI CONC HWHW CONC 12" RCP FISH HATCHERY W. E. 843.4 POND SCRUB SCRUB SCRUB 9’ BST 9’ BST BST BST POND W.E. 8420 W.E. 843.4 60" CHL MTL MTL MTL 48" WW B S 72" MTL RIDING RING GR S SO IL HTR 1SBKD 1SBKD1SBKD 1SFD 1SFD 48" CONC 48" CONC48" CONC S FAST CREST DR 20’ BST 9 ’ C O N C 1SFD 2SBKD 1SBKD2SFD1SBKD 1SBKD 1SBKD 1SFD 1SBKD 1SBKD 18’ CONC 1SBKD 9’ BST G W GR 20’ CONC GR 1SBKD 60" CHL W 1SFD G CONC S 72" WD GR 36" CONC 7 2 " C H L S 60" CHL W/LT W/LT S 7 2 " WD 9 ’ C O N C 36" CONC 7 2 " WD S 48" CONC W/LT 9 ’ C O N C 16’ CONC CONC 4 8 " C O N C 10’ CONC BST BST 72" WD 72" WD S 18 " R C P 48" CHL S 60" CHL DK WD 60" CHL 1SBKD S WD DK 1SFD S CONC 72" WD 1SBKD 1SBKD S S S 2SBKD 2SFD DK WD WD DK MONT CREST DR 20’ BST 1SBKD 4 8 " C O N C 4 8 " C O N C H E D GE M O R E D R 2 0 ’ B S T 12 ’ C ON C 9 ’ CON C 4 8 " C H L 18 " R C P 18 " R C P 15 " R C P 15 " R C P 10 ’ C ON C 10 ’ C ON C 14 ’ C O N C 3 6 " C O N C 8 ’ C ON C B LU F F S C H O O L R D 2 0 ’ B S T 10 ’ C O N C C ON C 10 ’ C O N C 18" RCP CB JB JB 12" RCP 12" RCP 12" RCP 12" RCP 18 " R C P 15" RCP APPROX JB 15" RCP DI 2 4 " R C P 2 4 " R C P OWNER PER PROPERTY APPROX JB OWNER PER PROPERTY APPROX JB 18" RCP 12 " PLAST IC 12 " RCP DI DI DI DI 18 " R C P DI 3 0 " R C P F E S F E S 18 " C M P DI 18" RCP F E S F E S DI 12" RCP 12’ CONC 16’ CONC 4 8 " C O N C 1SFD CONC 1SBKD 12’ CONC 60" WD 1SBKD S S 60" WD 4 8 " C O N C 10’ CONC S S 1SBKD 10’ BST 4 8 " C O N C S1SBKD BST 1S B KD 48" CHL 15 ’ CONC 48" CHL 1SFD 1SBKD 1SBKD 14’ CONC 3 6 " C O N C CONC 7 2 " C H L 36" CONC 6 0 " W D 8 ’ B S T 8 ’ B S T 1SBKD 1S B K D 16’ CONC1S B KD s s 1SBKD CONC 60" CONC CONC S S 2SBKD CONC GR 12 " RCP 12 " RC P S G A T E M T L 6 0 " C H L 19 ’ B S T MTL 12" R C P JB18" RCP 12" RCP 8 " R C P GR 48" CONC 48" CONC 48" CONC 48" CONC 36" CONC CONC WD DK CONC WD DK 36" CONC 48" CONC CONC CONC 36" CONCJB 3 6 " C O N C 36" CONC 4 8 " C O N C LT 4 8 " C O N C CONC G R GATE CONC 12 " HDPE 36" CONC 3 6 " C O N C P A T IO S T O N E W D D K S PLANTER TIMBERS T IM B E R S 5 S B W 5 S B W 6 0 " WD POOL 8 " R C P POOL DI DI DI B S T BST POOL S C R U B S C R U B B S T 3SBW 18" RCP W. E. 839. 1 HTRSS WD W 1 S F D W D GR GR G R W H ATCH ERY SCRUB SCRUB 4 8 " W D R A I L P OND W. E. 8 3 2.9 P O N D W.E. 843.0 POND W.E. 843.4TOP=844.55 INV=836.45 TOP=N/A INV=N/A LOCATION APPROX. 1 8 " V C 18" VC 18 " V C T 16" D I 16" D I 6" D I 4 " PL 6 " D I 6 " D I 6 " D I 6" DI 6" DI 6" DI 6" DI 6 " D I ( A T U R ) (ATUR) (ATUR) ( A T U R ) (ATUR) (ATUR) ( A T U R ) 6 " D I GRAU-350 CAT-1 CAT -1 GRAU-350 CAT-1 GRAU-350 GRAU 350 TES TES TYPE-III GRAU 350 TL-3 18 " R C P 3 0 " RCP F E S 18 " R C P F E S 18 " R CP F E S 18 " RCP CB 18 " R C P F E S 3 0 " R C P F E S F E S F E S 18 " C M P CB 2 4 " R C P 18 " R C P CB 18 " R C P CBCBCBCB 15" RCP 18 " R C P CB F E S 18" RCP CB CB JB JB JB CB APPROX JB OWNER PER PROPERTY APPROX JB OWNER PER PROPERTY APPROX JB 2 4 " R C P 15" RCP 12" RCP CB S IZ E / T Y P E U N K N O W N E N D U N K N O WN S IZ E / T Y P E U N K N O WN E N D U N K N O WN SIZE/TYPE UNKNOWN 18 " R C P U N K N O W N E N D 12" RCP U N KN O WN E N D UNKNOWN SIZE/TYPE UNKNOWN SIZE/TYPE CONC HW CONC HW 12" RCP INV=914.71 UNKNOWN END UNKNOWN END UNKNOWN SIZE/TYPE INV=915.05 12" RCP UNKNOWN END UNKNOWN SIZE/TYPE UNKNOWN SIZE/TYPE UNKNOWN END 12" RCP INV=921.87 12" RCP CB INV=921.89CB CB 18" RCP DI CB CB 12 " PLAST IC UNKNOWN S IZ E /TY PE UNKNOWN END 12 " RCP UNKNOWN SIZE/TYPE UNKNOWN END VINCENT GLENN BAKER BILL G. BROCK JOAN G. DICKEY EIP 30’ ACCESS EASEMENT DB 1647 PG 402 EIP EIP CHARLES ALLEN KEARNS JEWEL S. LANKFORD PATRICIA GALBOE ROBERT J. GALBOE MERIDETH M. SULLIVAN MICHAEL A. SULLIVAN EDWARD MADDOX CLAYRON WEBB LARRY M. WEBB VIRGINIA L. WOLFE JIMMY L. WOLFE NOVELLA W. SNYDER RICHARD S. SNYDER SANDRA B. ROSE LARRY S. ROSE JEAN OLIVEROS CARLOS Z. OLIVEROS G.L.G. CORPORATION CREOLA TUNING MARCELENE HAMPTON LARRY W. HAMPTON MARGARET A. MCDONALD BERNICE LEAZER PERRY R. LEAZER SHEILA KEY BRIAN V. KEY RHONDA T. WHITE JEFFREY K. WHITE HELEN EGAN PHILLIP R. EGAN JEROME SCOTT BEESON MILDRED PATTERSON JAMES H. PATTERSON JR. MARGARET C. CHESNEY JOHN A. CHESNEY REBECCA WHITAKER KENNETH GRAY WHITAKER GAE MAROTZ WILLIAM MAROTZ ALISTEEN C. KING SYLVESTER L. MARTIN 30’ACCESS EASEMENT DB 1819 PG 3160 30’ACCESS EASEMENT DB 1819 PG 3160 10’ DRAIN/UTILITY EASEMENT 10’ DRAIN/UTILITY EASEMENT 10’ DRAIN/UTILITY EASEMENT EIP EIP EIP EIP EIP EIP EIP MELISSA ADAMS JAMES B. ADAMS MARTHA MARIE SOYARS ROBERT JAMES FEESER CHRISTINE M COX ALAN B. COX EIP EIPEIP 10’ DRAIN/UTILITY EASEMENT 10’ DRAIN/UTILITY EASEMENT EIP DOROTHY W. FLYNN JEAN M. MACK PHILLIP D. MACK LINDA JOHNSON BENJAMEN JOHNSON DOROTHY T. JORDAN EIP EIP EIP 10 ’ D R A IN / U T IL IT Y E A S E M E N T 10 ’ D R A IN / U T IL IT Y E A S E M E N T 10 ’ D R A IN / U T IL IT Y E A S E M E N T FAYE PEDDYCORD REX LANIER PEDDYCORD FAYE PEDDYCORD REX LANIER PEDDYCORD RONALD LEE ANGEL SR. RONALD LEE ANGEL SR. RONALD LEE ANGEL SR. JEFFREY WAYNE MASTEN 60.00’ 2 8 2 . 0 0 ’ 3 0 0 . 0 0 ’ EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W 60.00’ 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60.00’ 60.00’ 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60.00 ’ EXIS T ING R/ W E XIS T ING R / W E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W EIP E X IS T IN G R / W EIP EIP EIP EIP EIP EIP E X IS T IN G R / W EIP EIP E X IS T IN G R / W EIP E X IS T IN G R / W R/W MON EIP EIP E X IS T IN G R / W 2 5 0 . 0 0 ’ C A T H E R IN E A N N R E IN L N O R B E R T H E R M A N N R E IN L C A T H E R IN E A N N R E IN L N O R B E R T H E R M A N N R E IN L TOWN OF KERNERSVILLE FORSYTH COUNTY HASTINGS HILL LTD PARTNERSHIP HASTINGS HILL LTD PARTNERSHIP 2 0’ SA N IT A R Y S EW E R EA S EM EN T ; ; DONALD R. MARTIN GINA C. BROWN MARK A. BROWN MIRIAM E. ADAMS RONALD M. ADAMS VOLREE JOHNSTON RICHARD LEO JOHNSTON MICHELE L. WOOD KEITH R. WOOD RHEANELL A. BAKER DAVID J. BAKER CAROLYN T. LOWRY WILLIE HERMAN LOWRY JENNIFER H. FUNK WAYNE ALLEN FUNK JOSEPH MARSHALL KAREN MARIE BUOYER MAX DUNCAN BUOYER IMOGENE L . ELAM JANET ARLENE LANEY GARY IVAN LANEY W/LT WETLAND DENOTES FILL INFF 12.5 25 50250 PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 27-1U-2579B 9 / 19 / 2 0 1 3 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 7 _ S I T E 2 4 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 44 OF 64 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN SITE 30 SITE 24A SITE 24 S SS S S S S F F F F FF S S SITE 24 SMITH CREEK 8 0 6 5 F F F F F F F C C C C NCDOT ( ( ) ) P P PLUG 2GI 2GI2GI 2GI STA 55+50 TO 66+00 -Y4- RT W/ ROCK PLATING REVISE FILL SLOPES TO 1.5:1 REMOVE FES COLLAR COLLAR RETAIN AND EXTEND RETAIN AND EXTEND REMOVE 2GIFS COLLAR FS FS REMOVE P REMOVE FES FS HW RETAINING WALL CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS REMOVE FES EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 47 SY FF EST 20 TONS RIP RAP CLASS ’I’ EST 47 SY FF EST 20 TONS RIP RAP CLASS ’I’ EST. DDE 19CY SEE DETAIL#8 HEAD DITCH EST. DDE 35CY EXCAVATE TO ELEV. 838.0 CONNECTORS ROD AND LUG 2 ELBOWS AND 15" CSP W/ 15" RCP-III 15" RCP-III TREN C H LE SS IN STALL ATIO N 4 2 " W ELD ED S TE E L 3 0 " RC P-I I I 15" RCP-III 18" RCP-III 30" RCP-III FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ 1 5 " R C P - I I I 1 5 " R C P - I I I 15" RCP-III EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ 3 0 " R C P F E S I-40 BUS WBL US 421 NBL 24’ BST I-40 BUS EBL US 421 SBL 24’ BST 60" CHL 60" CHL MTL MTL MTL MTLDI 18 " R C P F E S SCRUB SCRUB 9’ BST 9’ BST BST BST 60" CHL MTL MTL MTL 1SFD G CONC S 72" WD GR 60" CHL 4 8 " C H L DI 18" RCP F E S POOL CAT-1 3 0 " R C P F E S 18 " R C P F E S F E S CB 18 " R C P CB GINA C. BROWN MARK A. BROWN 12.5 25 50250 PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 27-2U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 7 _ S I T E 2 5 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 45 OF 64 PERMIT DRAWING S S S SITE 25 S 3 5 4 0 7 5 30 F F C Conv. OTCB To 2GI FS RETAIN AND EXTEND COLLAR RETAIN AND EXTEND COLLAR FS 2GI REMOVE FES JB w/MH EST 11 SY FF EST 3 TONS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 12CY SEE DETAIL#9 TAIL DITCH CONNECTORS ROD AND LUG 2 ELBOWS AND 15" CSP W/ FLAT GRATE 2GI W/ -Y4RPA- LT STA.37+00 TO STA.40+00 SBG REMOVE FES EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ 1 8 " C S P 3 0 " RC P- III 18" R C P- I I I 18" RCP-III 2 4 " RC P - III 18" RCP-III EST 11 SY FF EST 6 TONS RIP RAP CLASS ’I’ 18 " R C P DI 3 0 " R C P F E S F E S 18 " C M P F E S MTL S C R U B CAT -1 GRAU-350 3 0 " R C P F E S F E S 18 " C M P CB 18 " R C P CB F E S JOAN G. DICKEY 60.00’ E X IS T IN G R / W EIP E X IS T IN G R / W R/W MON ; SHEET 46 OF 64 PERMIT DRAWING P P (POND) SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SITE 26 SITE 27A S S S S S S S S S S S S S S S S F F F F F F SITE 27C SITE 27B SITE 27B SITE 27A WETLAND DENOTES FILL INFF DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 8 j h a r v e y 8 / 1 7 / 9 9 28U-2579B M A T C H LIN E - Y4 - S TA . 10 2 + 9 0 S H E E T 16 M A TC H LIN E - Y5 - S TA . 3 8 + 5 0 S H EET 16 MATCHLINE -Y4RPB- STA.19+00 SHEET 16 M A TC H LIN E - Y4 - S T A . 12 4 + 7 0 S H E E T 2 9 M A T C H LIN E - Y6 - S TA . 2 3 + 9 4 . 15 S H E E T 2 9 (CO N STRU CTED U N D ER TIP PRO JECT U -2579G) M A TCH LINE -Y 5A- STA .62+50 SHEET 29 5 0 5 5 6 0 3 0 3 5 4 0 2 5 3 0 4 0 45 10 5 110 115 12 0 2 5 3 0 3 5 10 15 F F F F F F F F F F F F F C C C C C C C C C C C C C C F F F F FF F C C C C F F F F C C Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased NCDOT ( () ) NCDOT ( () ) P PLUG P RETAIN 2GI REMOVE P P PLUG 2GI JB w/MH JB w/MH P PLUG REMOVE P P PLUG P PLUG HW P PLUG 2GI PPLUG RETAIN Conv. OTCB To 2GI RETAIN RETAIN RETAIN JBw/ MH CONVERT TO REMOVE TO 2GI CONVERT2GI FS COLLAR RETAIN AND EXTEND REMOVE REMOVE FS COLLARRETAIN AND EXTEND FS FS MOVERE 2GI FS FS Conv. OTCB To 2GI REMOVE REMOVE FES RETAIN AND EXTEND COLLAR COLLAR 2GI REMOVE MATERIAL FILL W/ FLOWABLE GRADE TO DRAIN P P PLUG REMOVE REMOVE DITCH TIE TO EXIST. FS FS 2GI REMOVE CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS FS 2GI-A 2GI-A 2GI-A 2 ELBOWS 24" CSP W/ REMOVE FES REMOVE REMOVE FES REMOVE FES REMOVE FES REMOVE FES EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 21 SY FF EST 6 TONS RIP RAP CLASS ’B’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 19+90 TO 22+50 -Y4RPB- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 105+30 TO 107+10 -Y4- LT FROM STA 22+50 TO 23+90 -Y4RPB- LT FROM STA. 117+85 TO 118+25 -Y4- LT 4:1 or Flatter Fill Slope ( Not to Scale) SPECIAL LATERAL ’V’ DITCH Natural Ground 2: 1 D DETAIL #15 Min. D= 2 Ft. FROM STA. 25+60 TO 27+85 -Y6- RT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM STA. 36+42 TO 36+67 -Y4RPC- LT SEE DETAIL#15 SPECIAL LATERAL ’V’ DITCH SEE DETAIL#3 LATERAL 2’ BASE DITCH SEE DETAIL#12 W/ 312 SY FF EST. 27 TONS LATERAL 2’ BASE DITCH W/ CLASS ’B’ RIP RAP SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 5CY SEE DETAIL#7 HEAD DITCH SEE DETAIL#12 W/ 247 SY FF EST. 94 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH Natural Ground Filter Fabric d 2: 1 B D ( Not to Scale) Type of Liner= Class I Rip-Rap B= 3.0Ft. Max. d= 2.0Ft. Min. D= 2.0Ft. DETAIL #32 TAIL DITCH Natural Ground FROM STA.107+50 TO STA.107+61 2:1 REMOVE EST. 62 SY EST. 33 TONS EST. DDE +/- 15 CY SEE DETAIL#32 (BANKS ONLY) CLASS ’I’ RIP RAP EST. 11 SY EST. 3 TONS CLASS ’B’ RIP RAP EST. 11 SY EST. 3 TONS RIP RAP W/ FF CLASS ’B’ RETAIN REMOVE COLLAR REMOVE EXTEND RETAIN AND 15" RCP-III 18" RCP-III 18" RCP-III 1 8 " R C P-III 18 " RC P - III 1 5 " RC P -III T R E N C H LE S S I N S T A LLA T I O N 4 2 " W E L D E D S T E E L 30" RC P- V 30" RCP-III 18" RC P-IV 18" R CP-III 18" RCP-IV 18" RCP-III 18" 30" R C P-III 30" RCP-V 15" RCP-III 54" RCP-III 30" RCP-III 3 0 " RC P - III 24" R C P-III 15" EL=882.3 INV. IN SEE DETAIL#6 EST 170 SY FF EST 63 TONS CLASS "B" RIPRAP TOE PROTECTION W/ REMOVE FES EXST 72" CONC DITCH RETAIN +/-64’ OF EST 14 SY FF EST 5 TONS RIP RAP CLASS ’B’ SEE DETAIL#12 W/ 318 SY FF EST. 121 TONS LATERAL 2’ BASE DITCH W/ CLASS ’B’ RIP RAP FLAT GRATE 2GI W/ Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA. 107+20 TO 108+22 -Y4- LT 2GIFS 15" RCP-III 18" STA 110+91 TO 112+75 -Y4- LT BERM DITCH EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ 18 " 18" RC P-III 24"24" STA 118+41 TO 119+20 -Y4- LT BERM DITCH STA 122+00 TO 125+90 -Y4- LT BERM DITCH CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ 5’NEGATIVE ACCESS EASEMENT 5 ’ U TI LI T Y E A S E M E N T 5 ’ U T I LI T Y E A S E M E N T PEGGY E . SM ITH ROYCE B . SM ITH P B 3 3 P G 11 2 0’ S A NI T A R Y S E W E R E A S E M E N T 10’ UTILITY EASEMENT 2 5 ’ A C C E S S E A S E M E N T D B 16 2 1 P G 2 8 2 5 EIP EIP EIP E IP EIP EIP EIP EIP EIP EIP EIP E IP EIP EIP EIP EIPEIPEIPEIPEIPEIP EIP WADE SMITH WADE SMITH EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 5’NEGATIVE ACCESS EASEMENT 5’NEGATIVE ACCESS EASEMENT5’NEGATIVE ACCESS EASEMENT 5’ U TI LI T Y E A S E M E N T 5 ’ U TI LI T Y E A S E M E N T 5 ’ U T IL I T Y E A S E M E N T 5 ’ U T IL I T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T 5 ’ U T I LI T Y E A S E M E N T 5 ’ U TI LI T Y E A S E M E N T 5 ’ U TI LI T Y E A S E M E N T 50.00’ E XI S TI N G R/ W E XI S T I N G R/ W 5’ UTILITY EASEMENT 5’ UTILITY EASEMENT PB 33 PG 44 20’ SANITARY SEWER EASEMENT P B 3 3 P G 4 4 2 0’ S A NI T A R Y S E W E R E A S E M E N T P B 3 3 P G 4 4 2 0’ S ANI TARY S EW ER EAS EM ENT 50.00’ E X IS T IN G R / W E X IS T IN G R / W EXISTING R/W 5 0. 0 0 ’ E X IS T IN G R / W E X IS T I N G R / W 50.00’ 50.00’ SA M U EL LA R R Y STEPH EN S E X IS T IN G R / W 60.00’ E X IS T IN G R / W E X IS T IN G R / W 10’ UTILITY EASEMENT 10’ UTILITY EASEMENT 10’ UTILITY EASEMENT EXISTING R/W EXISTING R/W 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W 6 0 .0 0 ’ WADE SMITH ANTHONY GURLEY REBECCA S. GURLEY TAMMY W. SIMMONS BRIAN D. SIMMONS EIP 6 0 .0 0 ’ 5’ NEGATIVE ACCESS EASEMENT 5’ NEGATIVE ACCESS EASEMENT 10’ UTI LIT Y E AS E ME NT 10’ UTILITY EASEMENT 10 ’ U T IL IT Y E AS E ME N T 10 ’ U T IL IT Y E A S E ME N T WADE WESSLEY SMITH JR. EIP EI P E X IS T IN G R / W E X IS T IN G R / W 60.00’ EXISTING R/W EIP EXISTING R/W SADIE S. WEAVIL EIP E IP EXISTING R/W E X IS T IN G R / W EIP MICHAEL J. ROUTH NANCY W. GOSSARD JERRY G. GOSSARD KAREN FLEMING MICHAEL FLEMING BRENDA C. SHELLEY WILLIAM R. SHELLEY LAVONDA FAYE GADDY JOHN AVERY GADDY CATHERINE WHISMAN MORGAN JEFFREY DALE MORGAN ANN FLYNN WATKINS JAMES ALLAN WATKINS CAROL M. WESTMORELAND WATSON BROTHERS, INC. WATSON BROTHERS, INC. HOMEOWNERS ASSOCIATION DOE RUN HOMEOWNERS ASSOCIATION DOE RUN DONNA L. HESTER MICHAEL A. HESTER KELLY THOMPSON MICHAEL G. THOMPSON LEIGH YARBROUGH ERIC J. YARBROUGH SHERRI D. BERRIER STEPHEN PEGG WATSON BROTHERS, INC. WATSON BROTHERS, INC. HENRIETTA J. STEWART WATSON BROTHERS, INC. WATSON BROTHERS, INC. SHERESE R. ROBBINS ROBERT W. ROBBINS RACQUEL INGRAM CHINNO INGRAM ALEJANDRO ROCHA EDWARD GUNTER JOHN TYSON TERESA A. TYSON CHRISTINA R. NEWSOM DONALD R. NEWSOM JOHN H. WOOD TALEONA L. MAYFIELD KELVIN L. MAYFIELD CATHY P. RAYLE RONALD W. RAYLE JR. CHARISSA FISCHER MICHAEL J. FISCHER CARLA DESHAZO HOLT DONNIE ORLANDO HOLT DORIS M. DUMAS BARRY D. HUFF KIMBERLY J. LYNCH TIMOTHY D. LYNCHWADE SMITH JR. WADE SMITH JR. BERRIER CONSTRUCTION COMPANY, INC. KAREN MANNING SOPHIA BLACK PERRIN BLACK DANIEL A. MCKENZIE PEGGY E. SMITH ROYCE B. SMITH IRVIN MAURICE JOHNSON RHONDA FAYE JOHNSON THOMAS E. JOHNSON SUSAN P. MILLER LACY BEN MILLER C I T Y O F WI N S T O N- S A L E M CITY OF W INSTON-SALEM F O R S Y T H C O U N T Y FORSYTH COUNTY TOWN OF KERNERSVILLE TOWN OF KERNERSVILLE FORSYTH COUNTY FORSYTH COUNTY KIP J. MILLER W IN S T O N - S A L E M C IT Y O F F O R S Y T H C O U N T Y ; ; 20’ SAN. SEWER EASEMENT E I P EI P E XI S TI N G R/ W E XI S TI N G R/ W LAVONDA FAYE GADDY JOHN AVERY GADDY CATHERINE WHISMAN MORGAN JEFFREY DALE MORGAN ALYCE W. GRAHAM TIMOTHY A. GRAHAM KIM L. CASHWELL-MURRAY WILLIAM L. MURRAY PEGGY E. SMITH ROYCE B. SMITH JILL WHITE NELSON SHANNON WILSON NELSON T O WN O F KE R N E R S V IL L E F O R S Y T H C O U NT Y 29.48’ +22.19 BRIAN J. SIMMONS RENEE FABINIAK & JOEL A. TAWNEY YVONNE L. GONALEZ JOSEPH GONZALEZ DONALD J. BROWN JENNIFER S. SHIELDS TOD W. SHIELDS TINA Y. PEGG GARY D. PEGG FES 18" RCP FES FES 18" RCP 3 0" R C P F E S F E S F E S 2 4 " R C P F E S DI 1SFD 1SFD S POOL W W D G G R 12" RCP 12" RCP W 36" CONC CON C B S WD 48"W W 15" RCP 12" RCP GUY 12" RCP S R 2 6 3 2 S E D GE GAR D E N R D 2 0 ’ B S T SR 2657 HASTINGS HILL RD 22’ BST AME R S H AM C T 2 1’ B S T 16’ CONC 20’ CONC S 48" IRON 2 S B K D 3 6 " C O N C 2 S B K D 2SBKD 2SB K D 2 S B KD 2SBKD 2 S B K D 2 S B K D 1SBKD 2 0 ’ C O N C 12 ’ CONC 12’ CONC 12’ CONC 12 ’ C O N C 4 8 " C O N C W D 48"C O N C 48"C O N C 48"CONC 12" H DPE 15" HDPE 15 " H D P E 1 5 " H D P E 15" H DP E LT LT 18" RCP FES 48" CONC 15" CMP 15 " R C P LT AMERSHAM CT 21’ BST MTL MTL 60"WW 1SBW 60"WW 1SBW POOL W/LT LT LT L T D E E R R U N D R 2 1’ B S T 1 2 ’ C H L 1 2 ’ C H L S C O N C 72" CHL&1SBW 72" CHL&1SBW BST 12’ CHL 48"CONC GERRY RD 20’ BST B K B K S S S 6 0 " C H L 4 8 " W W LT 4 8 " P L A S T I C 12 " RCP S B C O N C 6 0 "B K BK WALL 18 " C M P GATE MTL 12" RCP W/LT 15" RCP LT 4 8 " CONC 15" R CP CONC 18" RCP 18" RCP 18 " R CP MTL MTL MTL 48"CONC W D D K W D DK WD DK W D D K DKWD D K W D 4 8 " WW& 1S B W 6 0 " W D S O I L 2 S B K DW D D K 18" RCP 18" RCP 18" RCP DK WD W/LT GAZEBO WD D K W/LT 12" RCP 36" CONC 1SBKD APPROX S DK WD CONC B S T D K W D DI DI I-40 BUS WBL US 42 NBL 23’ BST 10’ BST I-40 BUS EBL US 42 SBL 24’ BST 11’ BST 4’ BST 4’ BST 48" WW&PLASTIC RAIL 48" W W& WD RAIL WALL 12’ CONC 48" PLASTIC RAIL SCRUB SCRUB SCRUB P OND WE .8 8 4 .6 DI DI DI DI DI DI DI CON C 48" PLASTIC RAIL 48" PLASTIC RAIL 18" R C P W/LT 1SBKD S S 1 2 ’ B S T 2 S B KD 11’ CONC 12’ CONC 12’ CONC 15" H D P E DI POOL HOUSECONC L T L T L T L T B K B K W/LT 48" CONC 4 8 " WW & 1S B W B S T 36" WW&1SBW 10 ’ B S T LT B S T T E N NI S C O U R T S 48" PLASTIC RAIL 18" R C P 18" R CP 2 4 " R C P F E S CB C B CB 18" RCP FES 12" PLASTIC OVER FES DI BUILT CB 30" RCP FES FES CB 18" RCP 15" RCP 18" CMP 1 5 " R C P 15 " R C P 1 5 " R C P W D S 30" C&G 7 2 " W D 10’ CONC 1SBKD 36" CONC 1S B K D 48" CONC 1 4 ’ C O N C 48" C HL 60" W D S S 3 0 " W D POOL W 1S B K D 2 S B K D 2S B K D 10’ CONC 15 ’ C O N C10 ’ C O N C 15" HDPE 15" H D PE 15" R CP12" HDPE 48" CONC 48" CONC 4 8 " C ON C S BST 2 S F D L T LT LT L T S R 4 2 0 8 B E N S M IT H R D 2 0 ’ B S T MTL MTL MTL 60" CHL&1SBW W/LT 15" RCP C O N C BST 1 S F D 3 6 " C O N C D E E R R U N D R 2 1’ B S T CONC 3 6 " C O N C 2 S B K D 2 S B K D CONC 2S B K D C O N C CONC B K WAL L 2 S B K D CONC W/LT W/LT W/LT WD DK W/LT MTLMTL CB L T W D D K WD DK LT 1S B K D DK WD D K W D LT LT CONC CONC C O N C CONC W D D K W D D K W D D K C O N C DK WD MTL CONC R A I L 4 8 " W D & W W 4 8 " P L A S T IC RA IL & WW RIPRAP BST BST I-40 BUS WEST US 421 NORTH 24’ BST I-40 BUS EAST US 421 SOUTH 24’ BST 10’ BST 10’ BST 10’ CONC 24" R CP W/LT 1SF D 72" CHL 1S B K D 36" CONC 9’ C O N C S W D 2 S B K D 10 ’ C O N C 48" CONC 48" CONC AMERSHAM CT 21’ BST C O N C 60" CHL 1SBW SR 2825 GERRY RD 20’ BST CONC B K L T 10’ CONC 48" PLASTIC 2 S B K D MTL DEER RACK CIR 22’ BST G R RAIL48" WD&WW LT S CONCCONC CONCCONCCONC C O N C 2 S B K D 4 8" S T O N E 2SBKD 7 2" W D D E E R R U N D R 2 1’ B S T 1 5 " R C P 15 " R C P W D D K LT 1 2 ’ C H L 12’ CHL C O N C P L A N T E R S S OIL WALL36" WD 2 S B K D D O E R U N D R 6. 5 m B S T 8 " V C 8 " V C 8 " V C CAMERA T T EOI T T W T T W 16" DI 16" DI 16 " D I 16" DI 6" DI 6" D I 6" DI 6" DI 8" DI8" DI8" DI8" DI8" DI 6 " D I 6 " DI 6 " D I 6 " DI 6" DI 4" P L 4" PL 4" PL 4" PL 6 " DI 2 " P L 2 " P L 2 " P L 2 " P L 2 " P L 2" PL ( A T U R ) ( A T U R) ( A T U R) ( A T U R ) ( A T U R ) ( A T U R ) ( A T U R) ( A T U R) 6 " D I ( A T U R ) CAT-1GRAU-350 GRAU-350 GRAU-350 GRAU-350 GRAU-350 GRAU-350 CAT-1 AT-1 G R A U 350 GRAU 350 TL-3TYPE B-77 CB 18" R C P F E S 3 0" R C P F E S 18 " C M P CB 18" R CP FES FES 18" R C P U N K N O WN S IZ E / T Y P E 15 " C M P ELBOW APPROXCB CB CB CB CB CB CB CB CB CB 30" R C P F ES F E S CB DI UNKNOWNSIZE/TYPE 1 8 " R C P 18" RCP 18 " RCP UNKNOWN SIZE/TYPE 18 " R C P 15 " R C P 18" RCP U N K N O WN T Y P E / S IZ E 18" R C P 18" R CP CB CB CB 18" RCP 18 " R C P F E S 12" PLASTIC 12" PLASTIC OVER FES DI BUILT 18" RCPFES 15" PLASTIC 15" PLA STIC FES 15" P L A S TI C LT SHEET 47 OF 64 PERMIT DRAWING P P (POND) SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SITE 26 SITE 27A S S S S S S S S S S S S S S S S F F F F F F SITE 27C SITE 27B SITE 27B SITE 27A WETLAND DENOTES FILL INFF 840 840 8 4 0 840 840 8 4 0 8 4 0 8 4 0 840 8 4 0 8 4 0 8 5 0 850 8 50 850 8 5 0 850 850 850 8 5 0 850 8 5 0 850 8 5 0 8 5 0 8 5 0 8 5 0 850 850 850 8 5 0 8 5 0 8 6 0 860 8 6 0 8 6 0 8 6 0 860 860 860 860 8 6 0 860 8 60 8 6 0 860 8 6 0 860 8 6 0 860 860 860 860 8 6 0 8 6 0 8 6 0 86 0 870 8 7 0 8 7 0 8 7 0 8 7 0 870 870 870 870 8 7 0 8 7 0 870 870 870 8 7 0 8 7 0 8 7 0 8 7 0 870 870 870 8 7 0 870 870 870 87 0 8 7 0 8 7 0 870 870 870 8 7 0 870 870 870 870 870 870 870 870 8 8 0 8 8 0 8 8 0 880 880 880 880 880 880 8 8 0 8 8 0 880 880 880 880 880 8 8 0 8 8 0 880 880 8 8 0 8 8 0 880 8 8 0 880 880 8 8 0 880 880 880 880 880 880 880 880 8 8 0 880 880 880 8 8 0 8 8 0 880880 880 880 880 880 880 880 8 8 0 8 8 0 880 880 8 8 0 890 890 8 9 0 890 8 9 0 890 8 9 0 890 890 8 9 0 8 9 0 8 9 0 890 890 890 8 9 0 890 890 890 8 9 0 890 890 890 890 890 890 890 8 9 0 8 9 0 8 9 0 890 890 890 890 890 8 9 0 890 890 890 890 8 9 0 890 890 890 890 890 890 890 890 890 890 890 890 890 8 9 0 8 9 0 890 89 0 8 9 0 890 890 8 9 0 8 9 0 890 890 890 8 9 0 8 9 0 8 9 0 890 8 9 0 890 8 9 0 890 890 890 8 9 0 9 0 0 900 900 9 0 0 900 9 0 0 9 0 0 900 900 900 900 900 900 900 9 0 0 9 0 0 900 900 9 0 0 900 900 9 0 0 9 0 0 9 0 0 900 900 900 900 900 900 900 9 0 0 900 900 9 0 0 900 900 900 900 900 900 900 9 0 0 9 0 0 900 900 900 900 900 900 900 900 9 0 0 9 0 0 900 900 900 900900 9 0 0 90 0 900 90 0 9 0 0 900 900 900 900 900 900 9 10 910 910 910 9 1 0 910 910 9 1 0 9 1 0 9 10 910 9 1 0 910910 910 9 10 9 10 910 910 910 910 910 9 10 9 10 9 10 9 10 910 910 910 910 910 910 910 910 9 1 0 910 910 910 9 1 0 9 1 0 910 910 910 910 910 9 1 0 9 10 9 1 0 910 910 910 9 1 0 9 10 910 910 910 910 9 10 910 910 910 920 920 920 920 9 20 920 920 920 920 9 2 0 920 920 920 9 2 0 920 920 9 2 0 920 920 920 920 920 920 920 9 2 0 920 920 920 9 2 0 920 920 9 2 0 920 920 920 920 920 920 920 9 2 0 930 930 930 930 930 930 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 8 _ c o n j h a r v e y 8 / 1 7 / 9 9 28U-2579B M A T C H LIN E - Y4 - S TA . 10 2 + 9 0 S H E E T 16 M A TC H LIN E - Y5 - S TA . 3 8 + 5 0 S H EET 16 MATCHLINE -Y4RPB- STA.19+00 SHEET 16 M A TC H LIN E - Y4 - S T A . 12 4 + 7 0 S H E E T 2 9 M A T C H LIN E - Y6 - S TA . 2 3 + 9 4 . 15 S H E E T 2 9 (CO N STRU CTED U N D ER TIP PRO JECT U -2579G) M A TCH LINE -Y 5A- STA .62+50 SHEET 29 5 0 5 5 6 0 3 0 3 5 4 0 2 5 3 0 4 0 45 10 5 110 115 12 0 2 5 3 0 3 5 10 15 F F F F F F F F F F F F F C C C C C C C C C C C C C C F F F F FF F C C C C F F F F C C Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased NCDOT ( () ) NCDOT ( () ) P PLUG P RETAIN 2GI REMOVE P P PLUG 2GI JB w/MH JB w/MH P PLUG REMOVE P P PLUG P PLUG HW P PLUG 2GI PPLUG RETAIN Conv. OTCB To 2GI RETAIN RETAIN RETAIN JBw/ MH CONVERT TO REMOVE TO 2GI CONVERT2GI FS COLLAR RETAIN AND EXTEND REMOVE REMOVE FS COLLARRETAIN AND EXTEND FS FS MOVERE 2GI FS FS Conv. OTCB To 2GI REMOVE REMOVE FES RETAIN AND EXTEND COLLAR COLLAR 2GI REMOVE MATERIAL FILL W/ FLOWABLE GRADE TO DRAIN P P PLUG REMOVE REMOVE DITCH TIE TO EXIST. FS FS 2GI REMOVE CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS FS 2GI-A 2GI-A 2GI-A 2 ELBOWS 24" CSP W/ REMOVE FES REMOVE REMOVE FES REMOVE FES REMOVE FES REMOVE FES EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST 21 SY FF EST 6 TONS RIP RAP CLASS ’B’ Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FROM STA 19+90 TO 22+50 -Y4RPB- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA 105+30 TO 107+10 -Y4- LT FROM STA 22+50 TO 23+90 -Y4RPB- LT FROM STA. 117+85 TO 118+25 -Y4- LT 4:1 or Flatter Fill Slope ( Not to Scale) SPECIAL LATERAL ’V’ DITCH Natural Ground 2: 1 D DETAIL #15 Min. D= 2 Ft. FROM STA. 25+60 TO 27+85 -Y6- RT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FROM STA. 36+42 TO 36+67 -Y4RPC- LT SEE DETAIL#15 SPECIAL LATERAL ’V’ DITCH SEE DETAIL#3 LATERAL 2’ BASE DITCH SEE DETAIL#12 W/ 312 SY FF EST. 27 TONS LATERAL 2’ BASE DITCH W/ CLASS ’B’ RIP RAP SEE PROFILE FOR GRADE SPECIAL DITCH GRADE SEE PROFILE FOR GRADE SPECIAL DITCH GRADE EST. DDE 5CY SEE DETAIL#7 HEAD DITCH SEE DETAIL#12 W/ 247 SY FF EST. 94 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH Natural Ground Filter Fabric d 2: 1 B D ( Not to Scale) Type of Liner= Class I Rip-Rap B= 3.0Ft. Max. d= 2.0Ft. Min. D= 2.0Ft. DETAIL #32 TAIL DITCH Natural Ground FROM STA.107+50 TO STA.107+61 2:1 REMOVE EST. 62 SY EST. 33 TONS EST. DDE +/- 15 CY SEE DETAIL#32 (BANKS ONLY) CLASS ’I’ RIP RAP EST. 11 SY EST. 3 TONS CLASS ’B’ RIP RAP EST. 11 SY EST. 3 TONS RIP RAP W/ FF CLASS ’B’ RETAIN REMOVE COLLAR REMOVE EXTEND RETAIN AND 15" RCP-III 18" RCP-III 18" RCP-III 1 8 " R C P-III 18 " RC P - III 1 5 " RC P -III T R E N C H LE S S I N S T A LLA T I O N 4 2 " W E L D E D S T E E L 30" RC P- V 30" RCP-III 18" RC P-IV 18" R CP-III 18" RCP-IV 18" RCP-III 18" 30" R C P-III 30" RCP-V 15" RCP-III 54" RCP-III 30" RCP-III 3 0 " RC P - III 24" R C P-III 15" EL=882.3 INV. IN SEE DETAIL#6 EST 170 SY FF EST 63 TONS CLASS "B" RIPRAP TOE PROTECTION W/ REMOVE FES EXST 72" CONC DITCH RETAIN +/-64’ OF EST 14 SY FF EST 5 TONS RIP RAP CLASS ’B’ SEE DETAIL#12 W/ 318 SY FF EST. 121 TONS LATERAL 2’ BASE DITCH W/ CLASS ’B’ RIP RAP FLAT GRATE 2GI W/ Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA. 107+20 TO 108+22 -Y4- LT 2GIFS 15" RCP-III 18" STA 110+91 TO 112+75 -Y4- LT BERM DITCH EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ 18 " 18" RC P-III 24"24" STA 118+41 TO 119+20 -Y4- LT BERM DITCH STA 122+00 TO 125+90 -Y4- LT BERM DITCH CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ 5’NEGATIVE ACCESS EASEMENT 5 ’ U TI LI T Y E A S E M E N T 5 ’ U T I LI T Y E A S E M E N T PEGGY E . SM ITH ROYCE B . SM ITH P B 3 3 P G 11 2 0’ S A NI T A R Y S E W E R E A S E M E N T 10’ UTILITY EASEMENT 2 5 ’ A C C E S S E A S E M E N T D B 16 2 1 P G 2 8 2 5 EIP EIP EIP E IP EIP EIP EIP EIP EIP EIP EIP E IP EIP EIP EIP EIPEIPEIPEIPEIPEIP EIP WADE SMITH WADE SMITH EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 5’NEGATIVE ACCESS EASEMENT 5’NEGATIVE ACCESS EASEMENT5’NEGATIVE ACCESS EASEMENT 5’ U TI LI T Y E A S E M E N T 5 ’ U TI LI T Y E A S E M E N T 5 ’ U T IL I T Y E A S E M E N T 5 ’ U T IL I T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T 5 ’ U T I LI T Y E A S E M E N T 5 ’ U TI LI T Y E A S E M E N T 5 ’ U TI LI T Y E A S E M E N T 50.00’ E XI S TI N G R/ W E XI S T I N G R/ W 5’ UTILITY EASEMENT 5’ UTILITY EASEMENT PB 33 PG 44 20’ SANITARY SEWER EASEMENT P B 3 3 P G 4 4 2 0’ S A NI T A R Y S E W E R E A S E M E N T P B 3 3 P G 4 4 2 0’ S ANI TARY S EW ER EAS EM ENT 50.00’ E X IS T IN G R / W E X IS T IN G R / W EXISTING R/W 5 0. 0 0 ’ E X IS T IN G R / W E X IS T I N G R / W 50.00’ 50.00’ SA M U EL LA R R Y STEPH EN S E X IS T IN G R / W 60.00’ E X IS T IN G R / W E X IS T IN G R / W 10’ UTILITY EASEMENT 10’ UTILITY EASEMENT 10’ UTILITY EASEMENT EXISTING R/W EXISTING R/W 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W 6 0 .0 0 ’ WADE SMITH ANTHONY GURLEY REBECCA S. GURLEY TAMMY W. SIMMONS BRIAN D. SIMMONS EIP 6 0 .0 0 ’ 5’ NEGATIVE ACCESS EASEMENT 5’ NEGATIVE ACCESS EASEMENT 10’ UTI LIT Y E AS E ME NT 10’ UTILITY EASEMENT 10 ’ U T IL IT Y E AS E ME N T 10 ’ U T IL IT Y E A S E ME N T WADE WESSLEY SMITH JR. EIP EI P E X IS T IN G R / W E X IS T IN G R / W 60.00’ EXISTING R/W EIP EXISTING R/W SADIE S. WEAVIL EIP E IP EXISTING R/W E X IS T IN G R / W EIP MICHAEL J. ROUTH NANCY W. GOSSARD JERRY G. GOSSARD KAREN FLEMING MICHAEL FLEMING BRENDA C. SHELLEY WILLIAM R. SHELLEY LAVONDA FAYE GADDY JOHN AVERY GADDY CATHERINE WHISMAN MORGAN JEFFREY DALE MORGAN ANN FLYNN WATKINS JAMES ALLAN WATKINS CAROL M. WESTMORELAND WATSON BROTHERS, INC. WATSON BROTHERS, INC. HOMEOWNERS ASSOCIATION DOE RUN HOMEOWNERS ASSOCIATION DOE RUN DONNA L. HESTER MICHAEL A. HESTER KELLY THOMPSON MICHAEL G. THOMPSON LEIGH YARBROUGH ERIC J. YARBROUGH SHERRI D. BERRIER STEPHEN PEGG WATSON BROTHERS, INC. WATSON BROTHERS, INC. HENRIETTA J. STEWART WATSON BROTHERS, INC. WATSON BROTHERS, INC. SHERESE R. ROBBINS ROBERT W. ROBBINS RACQUEL INGRAM CHINNO INGRAM ALEJANDRO ROCHA EDWARD GUNTER JOHN TYSON TERESA A. TYSON CHRISTINA R. NEWSOM DONALD R. NEWSOM JOHN H. WOOD TALEONA L. MAYFIELD KELVIN L. MAYFIELD CATHY P. RAYLE RONALD W. RAYLE JR. CHARISSA FISCHER MICHAEL J. FISCHER CARLA DESHAZO HOLT DONNIE ORLANDO HOLT DORIS M. DUMAS BARRY D. HUFF KIMBERLY J. LYNCH TIMOTHY D. LYNCHWADE SMITH JR. WADE SMITH JR. BERRIER CONSTRUCTION COMPANY, INC. KAREN MANNING SOPHIA BLACK PERRIN BLACK DANIEL A. MCKENZIE PEGGY E. SMITH ROYCE B. SMITH IRVIN MAURICE JOHNSON RHONDA FAYE JOHNSON THOMAS E. JOHNSON SUSAN P. MILLER LACY BEN MILLER C I T Y O F WI N S T O N- S A L E M CITY OF W INSTON-SALEM F O R S Y T H C O U N T Y FORSYTH COUNTY TOWN OF KERNERSVILLE TOWN OF KERNERSVILLE FORSYTH COUNTY FORSYTH COUNTY KIP J. MILLER W IN S T O N - S A L E M C IT Y O F F O R S Y T H C O U N T Y ; ; 20’ SAN. SEWER EASEMENT E I P EI P E XI S TI N G R/ W E XI S TI N G R/ W LAVONDA FAYE GADDY JOHN AVERY GADDY CATHERINE WHISMAN MORGAN JEFFREY DALE MORGAN ALYCE W. GRAHAM TIMOTHY A. GRAHAM KIM L. CASHWELL-MURRAY WILLIAM L. MURRAY PEGGY E. SMITH ROYCE B. SMITH JILL WHITE NELSON SHANNON WILSON NELSON T O WN O F KE R N E R S V IL L E F O R S Y T H C O U NT Y 29.48’ +22.19 BRIAN J. SIMMONS RENEE FABINIAK & JOEL A. TAWNEY YVONNE L. GONALEZ JOSEPH GONZALEZ DONALD J. BROWN JENNIFER S. SHIELDS TOD W. SHIELDS TINA Y. PEGG GARY D. PEGG FES 18" RCP FES FES 18" RCP 3 0" R C P F E S F E S F E S 2 4 " R C P F E S DI 1SFD 1SFD S POOL W W D G G R 12" RCP 12" RCP W 36" CONC CON C B S WD 48"W W 15" RCP 12" RCP GUY 12" RCP S R 2 6 3 2 S E D GE GAR D E N R D 2 0 ’ B S T SR 2657 HASTINGS HILL RD 22’ BST AME R S H AM C T 2 1’ B S T 16’ CONC 20’ CONC S 48" IRON 2 S B K D 3 6 " C O N C 2 S B K D 2SBKD 2SB K D 2 S B KD 2SBKD 2 S B K D 2 S B K D 1SBKD 2 0 ’ C O N C 12 ’ CONC 12’ CONC 12’ CONC 12 ’ C O N C 4 8 " C O N C W D 48"C O N C 48"C O N C 48"CONC 12" H DPE 15" HDPE 15 " H D P E 1 5 " H D P E 15" H DP E LT LT 18" RCP FES 48" CONC 15" CMP 15 " R C P LT AMERSHAM CT 21’ BST MTL MTL 60"WW 1SBW 60"WW 1SBW POOL W/LT LT LT L T D E E R R U N D R 2 1’ B S T 1 2 ’ C H L 1 2 ’ C H L S C O N C 72" CHL&1SBW 72" CHL&1SBW BST 12’ CHL 48"CONC GERRY RD 20’ BST B K B K S S S 6 0 " C H L 4 8 " W W LT 4 8 " P L A S T I C 12 " RCP S B C O N C 6 0 "B K BK WALL 18 " C M P GATE MTL 12" RCP W/LT 15" RCP LT 4 8 " CONC 15" R CP CONC 18" RCP 18" RCP 18 " R CP MTL MTL MTL 48"CONC W D D K W D DK WD DK W D D K DKWD D K W D 4 8 " WW& 1S B W 6 0 " W D S O I L 2 S B K DW D D K 18" RCP 18" RCP 18" RCP DK WD W/LT GAZEBO WD D K W/LT 12" RCP 36" CONC 1SBKD APPROX S DK WD CONC B S T D K W D DI DI I-40 BUS WBL US 42 NBL 23’ BST 10’ BST I-40 BUS EBL US 42 SBL 24’ BST 11’ BST 4’ BST 4’ BST 48" WW&PLASTIC RAIL 48" W W& WD RAIL WALL 12’ CONC 48" PLASTIC RAIL SCRUB SCRUB SCRUB P OND WE .8 8 4 .6 DI DI DI DI DI DI DI CON C 48" PLASTIC RAIL 48" PLASTIC RAIL 18" R C P W/LT 1SBKD S S 1 2 ’ B S T 2 S B KD 11’ CONC 12’ CONC 12’ CONC 15" H D P E DI POOL HOUSECONC L T L T L T L T B K B K W/LT 48" CONC 4 8 " WW & 1S B W B S T 36" WW&1SBW 10 ’ B S T LT B S T T E N NI S C O U R T S 48" PLASTIC RAIL 18" R C P 18" R CP 2 4 " R C P F E S CB C B CB 18" RCP FES 12" PLASTIC OVER FES DI BUILT CB 30" RCP FES FES CB 18" RCP 15" RCP 18" CMP 1 5 " R C P 15 " R C P 1 5 " R C P W D S 30" C&G 7 2 " W D 10’ CONC 1SBKD 36" CONC 1S B K D 48" CONC 1 4 ’ C O N C 48" C HL 60" W D S S 3 0 " W D POOL W 1S B K D 2 S B K D 2S B K D 10’ CONC 15 ’ C O N C10 ’ C O N C 15" HDPE 15" H D PE 15" R CP12" HDPE 48" CONC 48" CONC 4 8 " C ON C S BST 2 S F D L T LT LT L T S R 4 2 0 8 B E N S M IT H R D 2 0 ’ B S T MTL MTL MTL 60" CHL&1SBW W/LT 15" RCP C O N C BST 1 S F D 3 6 " C O N C D E E R R U N D R 2 1’ B S T CONC 3 6 " C O N C 2 S B K D 2 S B K D CONC 2S B K D C O N C CONC B K WAL L 2 S B K D CONC W/LT W/LT W/LT WD DK W/LT MTLMTL CB L T W D D K WD DK LT 1S B K D DK WD D K W D LT LT CONC CONC C O N C CONC W D D K W D D K W D D K C O N C DK WD MTL CONC R A I L 4 8 " W D & W W 4 8 " P L A S T IC RA IL & WW RIPRAP BST BST I-40 BUS WEST US 421 NORTH 24’ BST I-40 BUS EAST US 421 SOUTH 24’ BST 10’ BST 10’ BST 10’ CONC 24" R CP W/LT 1SF D 72" CHL 1S B K D 36" CONC 9’ C O N C S W D 2 S B K D 10 ’ C O N C 48" CONC 48" CONC AMERSHAM CT 21’ BST C O N C 60" CHL 1SBW SR 2825 GERRY RD 20’ BST CONC B K L T 10’ CONC 48" PLASTIC 2 S B K D MTL DEER RACK CIR 22’ BST G R RAIL48" WD&WW LT S CONCCONC CONCCONCCONC C O N C 2 S B K D 4 8" S T O N E 2SBKD 7 2" W D D E E R R U N D R 2 1’ B S T 1 5 " R C P 15 " R C P W D D K LT 1 2 ’ C H L 12’ CHL C O N C P L A N T E R S S OIL WALL36" WD 2 S B K D D O E R U N D R 6. 5 m B S T 8 " V C 8 " V C 8 " V C CAMERA T T EOI T T W T T W 16" DI 16" DI 16 " D I 16" DI 6" DI 6" D I 6" DI 6" DI 8" DI8" DI8" DI8" DI8" DI 6 " D I 6 " DI 6 " D I 6 " DI 6" DI 4" P L 4" PL 4" PL 4" PL 6 " DI 2 " P L 2 " P L 2 " P L 2 " P L 2 " P L 2" PL ( A T U R ) ( A T U R) ( A T U R) ( A T U R ) ( A T U R ) ( A T U R ) ( A T U R) ( A T U R) 6 " D I ( A T U R ) CAT-1GRAU-350 GRAU-350 GRAU-350 GRAU-350 GRAU-350 GRAU-350 CAT-1 AT-1 G R A U 350 GRAU 350 TL-3TYPE B-77 CB 18" R C P F E S 3 0" R C P F E S 18 " C M P CB 18" R CP FES FES 18" R C P U N K N O WN S IZ E / T Y P E 15 " C M P ELBOW APPROXCB CB CB CB CB CB CB CB CB CB 30" R C P F ES F E S CB DI UNKNOWNSIZE/TYPE 1 8 " R C P 18" RCP 18 " RCP UNKNOWN SIZE/TYPE 18 " R C P 15 " R C P 18" RCP U N K N O WN T Y P E / S IZ E 18" R C P 18" R CP CB CB CB 18" RCP 18 " R C P F E S 12" PLASTIC 12" PLASTIC OVER FES DI BUILT 18" RCPFES 15" PLASTIC 15" PLA STIC FES 15" P L A S TI C LT R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 28-1U-2579B 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 2 8 _ S I T E 2 7 j h a r v e y 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION S S SURFACE WATER DENOTES IMPACTS IN P P (POND) SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 48 OF 64 PERMIT DRAWING WETLAND DENOTES FILL INFF SITE 26 SITE 27A S S S S S S S S S S S S S S S S F F F F F F SITE 27C SITE 27B SITE 27B SITE 27A M A T C H LI N E - Y 4 - S T A . 1 0 2 + 9 0 S H E E T 1 6 3 0 3 5 4 0 2 5 3 0 10 5 110 115 10 F F F F F F F F C C C C C C C F C NCDOT ( () ) P PLUG P RETAIN 2GI REMOVE P P PLUG 2GI JB w/MH JB w/MH P PLUG REMOVE P P PLUG P PLUG HW P PLUG 2GI PPLUG RETAIN Conv. OTCB To 2GI RETAIN RETAIN RETAIN JBw/ MH CONVERT TO REMOVE TO 2GI CONVERT2GI FS COLLAR RETAIN AND EXTEND REMOVE REMOVE FS COLLARRETAIN AND EXTEND FS FS MOVERE 2GI FS FS Conv. OTCB To 2GI REMOVE FS FS 2GI FS 2GI-A 2GI-A 2GI-A 2 ELBOWS 24" CSP W/ REMOVE FES REMOVE FES REMOVE FES REMOVE FES EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ EST. DDE 5CY SEE DETAIL#7 HEAD DITCH SEE DETAIL#12 W/ 247 SY FF EST. 94 TONS W/ CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH EST. 62 SY EST. 33 TONS EST. DDE +/- 15 CY SEE DETAIL#32 (BANKS ONLY) CLASS ’I’ RIP RAP 15" RCP-III 18" RCP-III 18" RCP-III 1 8 " R C P-III 1 8 " R C P - III 1 5 " R C P -III T R E N C H L E S S I N S T A L L A T I O N 4 2 " W E L D E D S T E E L 30" R C P- V 30" RCP-III 18" RC P-IV 18" R C P-III 18" RCP-IV 1 8" RCP-III 15" RCP-III 54" RCP-III 30" RCP-III 3 0 " R C P - III EL=882.3 INV. IN SEE DETAIL#6 EST 170 SY FF EST 63 TONS CLASS "B" RIPRAP TOE PROTECTION W/ REMOVE FES EST 14 SY FF EST 5 TONS RIP RAP CLASS ’B’ SEE DETAIL#12 W/ 318 SY FF EST. 121 TONS LATERAL 2’ BASE DITCH W/ CLASS ’B’ RIP RAP FLAT GRATE 2GI W/ Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FROM STA. 107+20 TO 108+22 -Y4- LT 2GIFS 15" RCP-III 18" STA 110+91 TO 112+75 -Y4- LT BERM DITCH EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ 18 " 18" RC P-III CONNECTORS AND ROD AND LUG 15" CSP W/ 2 ELBOWS EST 7 SY FF EST 2 TONS RIP RAP CLASS ’B’ 5 ’ U T I LI T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T 10’ UTILITY EASEMENT EIPEIPEIP WADE SMITH EIP EIP 5’NEGATIVE ACCESS EASEMENT 5’NEGATIVE ACCESS EASEMENT5’NEGATIVE ACCESS EASEMENT 5 ’ U T I L I T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T E X I S T I N G R / W E X I S T I N G R / W 50.00’ WADE SMITH 10’ U TI LI T Y E AS E M E N T 10’ UTILITY EASEMENT WADE WESSLEY SMITH JR. EIP EI P EIP HOMEOWNERS ASSOCIATION DOE RUN HOMEOWNERS ASSOCIATION DOE RUN WATSON BROTHERS, INC. WATSON BROTHERS, INC. JOHN TYSON TERESA A. TYSON CHRISTINA R. NEWSOM DONALD R. NEWSOM CATHY P. RAYLE RONALD W. RAYLE JR. CHARISSA FISCHER MICHAEL J. FISCHER CARLA DESHAZO HOLT DONNIE ORLANDO HOLT DORIS M. DUMAS BARRY D. HUFF WADE SMITH JR. SOPHIA BLACK PERRIN BLACK TOWN OF KERNERSVILLE FORSYTH COUNTY EI P T O WN O F K E R N E R S V IL L E F O R S Y T H C O U N T Y YVONNE L. GONALEZ JOSEPH GONZALEZ TINA Y. PEGG GARY D. PEGG FES 18" RCP FES FES 18" R C P 3 0" R C P F E S F E S F E S 2 4 " R C P F E S DI 16’ CONC 3 6 " C O N C 2S B K D 2 S B KD 2SBKD 2 S B K D 2 S B K D 1SBKD 12 ’ C ON C 12’ CONC 12’ CONC 4 8 " C O N C W D 48"C O N C 48"C O N C 48"CONC 12" H DP E 15" HDPE 15 " H D P E 1 5 " H D P E 15" H DP E LT LT 18" RCP FES 15 " R C P 60"WW 1SBW 60"WW 1SBW POOL LT LT L T D E E R R U N D R 2 1’ B S T 1 2 ’ C H L 1 2 ’ C H L S C O N C 72" CHL&1SBW 72" CHL&1SBW BST 12’ CHL 48"CONC GERRY RD 20’ BST B K B K S S S 6 0 " C H L 4 8 " W W LT 4 8 " P L A S T I C 12 " R C P S B C O N C 6 0 "B K BK WALL 18 " C M P GATE MTL 12" RCP W/LT 15" RCP LT 4 8 " C O N C 15" R C P C ON C 18" RCP 18" RCP 18 " R C P MTL MTL MTL 48"CONC W D D K W D DK WD DK DKWD D K W D 6 0 " W D S O I L 2 S B K DW D D K 18" RCP 18" RCP 18" RCP W/LT DI DI I-40 BUS WBL US 42 NBL 23’ BST 10’ BST I-40 BUS EBL US 42 SBL 24’ BST 11’ BST 4’ BST 4’ BST 48" WW&PLASTIC RAIL 48" W W& WD RAIL WALL 12’ CONC SCRUB SCRUB SCRUB P OND WE .8 8 4 .6 DI DI DI DI DI DI DI 18" R C P 11’ CONC 12’ CONC 12’ CONC 15" H D P E DI POOL HOUSECONC L T L T L T B K B K W/LT 48" CONC 4 8 " W W & 1S B W B S T 36" WW&1SBW 10 ’ B S T T E N N I S C O U R T S S CONCCONC CONCCONCCONC 1 5 " R C P LT 1 2 ’ C H L 12’ CHL P L A N T E R S S OIL WALL36" WD T T EOI 8" DI8" DI8" DI 6 " D I 2 " P L ( A T U R ) ( A T U R ) CAT-1GRAU-350 GRAU-350 CAT-1 GRAU 350 TL-3TYPE B-77 CB 18" R C P F E S 3 0" R C P F E S 18 " C M P CB 18" R C P FES FES 18" R C P U N K N O W N S IZ E / T Y P E CB CB CB CB CB CB CB DI UNKNOWNSIZE/TYPE 1 8 " R C P 18" RCP 18 " R C P UNKNOWN SIZE/TYPE 1 8 " R C P 18" RCP 18" RCPFES 15" PLASTIC 15" PLA STIC FES 15" P L A S TI C LT SHEET 49 OF 64 PERMIT DRAWING CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 29 K KK K K KKKKK K KKKK K KK KK KKKK DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 13 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 3 0 j h a r v e y 8 / 1 7 / 9 9 30U-2579B M A T C H LIN E - Y 4 - S T A . 1 3 7 + 3 2 S H E E T 2 9 NOTE : 1. FOR -Y4EB- PROFILE, SEE SHEET 54 2. FOR -Y4WB- PROFILE, SEE SHEET 59 PAVED SHOULDER 14 0 14 5 15 0 -Y6- POT STA. 10+00.00 -Y5A- POC STA. 77+61.41 = I-40 BUS WEST US 421 NORTH 24’ BST I-40 BUS EAST US 421 SOUTH 24’ BST F F F F F F C FF F F F 65.00’+50.00 -Y5A- FS ELBELBOW Conv. OTCB To 2GI FS RETAIN AND EXTEND DAYLIGHT EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 138+00 TO 140+50 -Y4- RT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FROM STA. 140+48 TO 141+20 -Y4- RT SEE DETAIL#14 W/ 386 SY FF EST. 156 TONS LATERAL ’V’ DITCH W/ CLASS ’B’ RIP RAP EST. DDE 25CY SEE DETAIL#8 TAIL DITCH EST. 3 TONS CLASS ’B’ RIP RAP 18 " R C P -III EXIST. 18" CMP REMOVE 8ft OF 18" CSP FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ 15" RCP-IV CONNECTORS AND ROD AND LUG 15" CSP W/2 ELBOWS PSH CONNECTORS AND ROD AND LUG 15" CSP W/2 ELBOWS STA 139+00 TO 140+00 -Y4- LT W/ROCK PLATING 1.5:1 FILL SLOPES STA 142+00 TO 142+50 -Y4- LT W/ ROCK PLATING 1.5:1 FILL SLOPES 142+00 -Y4- LT STA 140+00 TO W/ROCK PLATING 1:1 FILL SLOPES EST 7 SY FF EST 2 TONS OF PIPE AND WLB PLACE BETWEEN END CLASS ’B’ RIPRAP 30" TYPE UNKNOWN 3 0 " T Y P E U N K N O W N 3 0 " T Y P E U NKNO WN 8 " T Y P E U N K N O W N MT L S MTL MTL MTL MTL I-40 BUS EAST US 421 SOUTH 24’ BST MTL MTL MTL MTL DI FES DIDI 18" RCP DI 18" RCP 18" CMP 18 " C M P 18" R C P OL D WO O D L A NE 20’ BST 1SB K D 1SB K D 1SBKD 1SBKD CONCG R S S G S S 48" CONC 18’ CONC B K B K 18’ C O N C S 6 0 " C HL W/ LT MTL MTL MTL GR S S CURB W/LT W/LT W/LT W D D K W D D K 1SB K D C O NC 36" 8’ B ST 12 " R C P 12 " R C P 60" WW&1SBW BST BST BST 4-10’X12’ CONC S A L E M C R E E K S ALE M C R E E K 60" WW&1SBW 60" WW&1SBW 8’ B ST I-40 BUS WEST US 421 NORTH 24’ BST BK B K10’ B S T SBST BST 60" WW&1SBW GRAU-350 TIE TO EXISTING PROP. GUARDRAIL 50:1 TRANSITION 30:1 TAPER TYPE B-77 4 - 10 X 12 B A R R E L S 18 " C M P 18 " R C P CB CB 18 " C M P FES 18" R C P CB CB CUL1CUL2 CUL3CUL4 CUL5CUL7 CUL6 CUL8 CUL9 CUL11 CUL12 CUL13 CUL14 CUL15 CUL16CUL10 CE2 HW2 CE1 CITY OF WINSTON-SALEM CITY OF WINSTON-SALEM EIP EIP EIP EIP EIP EIP EIP 2 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60.00’E XISTIN G R/ W 6 0. 0 0’ E XIS T ING R /W R/W MON E XISTIN G R/ W LINDA M. MORRELL NORMAN G. MORRELL GERALD W. MCGEE JENNIFER WILLIAMS MACK D. WILLIAMS CAROL PERRY FRANK J. PERRY JR. PEGGY PAULINE GUNN TOMMY MILLS GUNN G.P. S WISHER HEIRS THE FORSYTH COUNTY BOARD OF EDUCATION C IT Y O F WIN S T O N -S A L E M C I T Y O F W I N S T O N - S A L E M CITY OF WINSTON-SALEM C I T Y O F W I N S T O N - S A L E M T O W N O F K E R N E R S V I L L E TOWN OF KERNERSVILLE F O R S Y T H C O U N T Y F O R S Y T H C O U N T Y 3 0 ’ S A NIT A R Y S E WE R E A S E ME NT ; ; 3 0 ’ S A NIT AR Y S E WE R E AS E ME NT SHEET 50 OF 64 PERMIT DRAWING CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 29 800 80080 0 8 0 0 8 0 0 800 800 8 0 0 80 0 8 0 0 800 8 0 0 8 0 0 800 8 0 0 800 800 8 0 0 810 8 1 0 810 8 1 0 810 810 810 810 810810810 810810 810 8 1 0 8 1 0 810 810 8 1 0 8 10 8 10 8 10 8 1 0 8 10 810 810 810 810 810 810 810 810 81 0 82 0 8 2 0 820 8 2 0 820 820 820 820 820820820820820 820 820 820 8 2 0 8 2 0 820 8 2 0 8 2 0 8 2 0 8 2 0 8 2 0 820 820 820 82 0 820 820 820 820 820 820 820 820 820 820 820 820 820 820 8 3 0 8 3 0 83 0 830 830 8 3 0 8 3 0 830 830 830 8 3 0 8 3 0 830 830 8 3 0 83 0 8 3 0 8 3 0 830 830 8 30 830 8 4 0 8 4 0 8 4 0 840 840 840 840 840 8 4 0 8 4 0 8 4 0 840 8 4 0 840 8 5 0 8 5 0 8 5 0 85085 0 85 0 85 0 8 6 0 8 6 0 8 60860 8 60 860 K KK K K KKKKK K KKKK K KK KK KKKK DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 9 / 19 / 2 0 1 3 u 2 5 7 9 b _ h y d _ p r m _ w e t _ p s h 3 0 _ c o n j h a r v e y 8 / 1 7 / 9 9 30U-2579B M A T C H LIN E - Y 4 - S T A . 1 3 7 + 3 2 S H E E T 2 9 NOTE : 1. FOR -Y4EB- PROFILE, SEE SHEET 54 2. FOR -Y4WB- PROFILE, SEE SHEET 59 PAVED SHOULDER 14 0 14 5 15 0 -Y6- POT STA. 10+00.00 -Y5A- POC STA. 77+61.41 = I-40 BUS WEST US 421 NORTH 24’ BST I-40 BUS EAST US 421 SOUTH 24’ BST F F F F F F C FF F F F 65.00’+50.00 -Y5A- FS ELBELBOW Conv. OTCB To 2GI FS RETAIN AND EXTEND DAYLIGHT EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’EST 10 SY FF EST 3 TONS RIP RAP CLASS ’B’ LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FROM STA 138+00 TO 140+50 -Y4- RT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FROM STA. 140+48 TO 141+20 -Y4- RT SEE DETAIL#14 W/ 386 SY FF EST. 156 TONS LATERAL ’V’ DITCH W/ CLASS ’B’ RIP RAP EST. DDE 25CY SEE DETAIL#8 TAIL DITCH EST. 3 TONS CLASS ’B’ RIP RAP 18 " RC P -III EXIST. 18" CMP REMOVE 8ft OF 18" CSP FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ FLAT GRATE 2GI W/ 15" RCP-IV CONNECTORS AND ROD AND LUG 15" CSP W/2 ELBOWS PSH CONNECTORS AND ROD AND LUG 15" CSP W/2 ELBOWS STA 139+00 TO 140+00 -Y4- LT W/ROCK PLATING 1.5:1 FILL SLOPES STA 142+00 TO 142+50 -Y4- LT W/ ROCK PLATING 1.5:1 FILL SLOPES 142+00 -Y4- LT STA 140+00 TO W/ROCK PLATING 1:1 FILL SLOPES EST 7 SY FF EST 2 TONS OF PIPE AND WLB PLACE BETWEEN END CLASS ’B’ RIPRAP 30" TYPE UNKNOWN 3 0 " T Y P E U N K N O W N 3 0 " T Y P E UN K NO WN 8 " T Y P E U N K N O W N MT L S MTL MTL MTL MTL I-40 BUS EAST US 421 SOUTH 24’ BST MTL MTL MTL MTL DI FES DIDI 18" RCP DI 18" RCP 18" CMP 18 " C M P 18 " R C P OL D WO O D L A N E 20’ BST 1SB KD 1SB K D 1SBKD 1SBKD CO NCG R S S G S S 48" CONC 18’ CONC B K B K 18’ C ON C S 6 0 " C HL W/ LT MTL MTL MTL GR S S CURB W/LT W/LT W/LT W D DK W D D K 1SB K D C O N C 36" 8’ B ST 12 " RC P 12 " RC P 60" WW&1SBW BST BST BST 4-10’X12’ CONC S A L E M C R E E K S ALE M C R E E K 60" WW&1SBW 60" WW&1SBW 8’ B ST I-40 BUS WEST US 421 NORTH 24’ BST BK B K10’ B S T SBST BST 60" WW&1SBW GRAU-350 TIE TO EXISTING PROP. GUARDRAIL 50:1 TRANSITION 30:1 TAPER TYPE B-77 4 - 10 X 12 B A R R E L S 18 " C M P 18 " R C P CB CB 18 " C M P FES 18" R C P CB CB CUL1CUL2 CUL3CUL4 CUL5CUL7 CUL6 CUL8 CUL9 CUL11 CUL12 CUL13 CUL14 CUL15 CUL16CUL10 CE2 HW2 CE1 CITY OF WINSTON-SALEM CITY OF WINSTON-SALEM EIP EIP EIP EIP EIP EIP EIP 2 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60.00’E XISTIN G R/ W 6 0. 00 ’ E XIS T ING R /W R/W MON E XISTIN G R/ W LINDA M. MORRELL NORMAN G. MORRELL GERALD W. MCGEE JENNIFER WILLIAMS MACK D. WILLIAMS CAROL PERRY FRANK J. PERRY JR. PEGGY PAULINE GUNN TOMMY MILLS GUNN G.P. S WISHER HEIRS THE FORSYTH COUNTY BOARD OF EDUCATION C IT Y O F WIN S T ON -S A L E M C I T Y O F W I N S T O N - S A L E M CITY OF WINSTON-SALEM C I T Y O F W I N S T O N - S A L E M T O W N O F K E R N E R S V I L L E TOWN OF KERNERSVILLE F O R S Y T H C O U N T Y F O R S Y T H C O U N T Y 3 0 ’ S AN IT A R Y S E WE R E A S E ME NT ; ; 3 0 ’ S AN IT AR Y S E WE R E AS E ME NT CLEARING MECHANIZED FILL IN WETLAND WATER POND IMPACTS IN SURFACE SITE 7 SHEET 51 OF 64 PERMIT DRAWING 00 00 1010 1010 2020 2020 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 0 1 _ L 5 2 7 L T j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 880 880 890 890 900 900 910 910 870 870 526+50.0000 880 880 890 890 900 900 910 910 870 870527+00.0000 880 880 890 890 900 900 910 910 870 870 527+50.0000 880 880 890 890 900 900 910 910 870 870 528+00.0000 X-180U-2579B -L- 5 10 881.24 0.021 2:1 S.S. 880.310 D.P. 903.163 6 :1 6:1 877.85 0.021 2:1 S.S. 878.233 D.P. 902.638 6 :1 6:1 877.85 0.021 2:1 S.S. 886.117 D.P. 902.113 6 :1 6:1 2:12: 1 880.10 3.0 880.38 0.021 2:1 S.S. 886.315 D.P. 901.588 6 :1 6:1 2:12: 1 880.22 3.0 WATER POND IMPACTS IN SURFACE SITE 7 SHEET 52 OF 64 PERMIT DRAWING 00 00 1010 1010 20 20 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 290 290 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 0 2 _ L 5 2 7 R T j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 880 880 890 890 900 900 910 910 870 870525+50.0000 880 880 890 890 900 900 910 910 870 870526+00.0000 880 880 890 890 900 900 910 910 870 870526+50.0000 880 880 890 890 900 900 910 910 870 870527+00.0000 X-30U-2579B -L- 5 10 887.31 2: 1 S.S. 877.852 0.021 D.P. 904.213 6 :1 6:1 884.84 2: 1 S.S. 877.852 0.021 D.P. 903.688 6 :1 6:1 881.24 2: 1 S.S. 879.631 0.021 D.P. 903.163 6 :1 6:1 877.85 2: 1 S.S. 877.852 0.021 D.P. 902.638 6 :1 6:1 SHEET 53 OF 64 PERMIT DRAWING FILL IN WETLAND SITE 13 00 00 1010 1010 2020 2020 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 0 3 _ L 6 2 1 R T j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 830 830 840 840 850 850 860 860 870 870 880 880 820 820 620+00.0000 830 830 840 840 850 850 860 860 870 870 880 880 820 820 620+50.0000 830 830 840 840 850 850 860 860 870 870 880 880 820 820 621+00.0000 X-97U-2579B -L- 5 10 835.13 L 0.021 D.P. 868.507 6 :1 6:1 4 :1 - Y4RPBD - STA 19+88.3503 ELEV. 856.187 -Y4RPBD- 19+54.0000 -L- 620+00.0000 S.P. 58 836.19 L 0.021 D.P. 868.360 6 :1 6:1 4 :1 - Y4RPBD - STA 20+41.3720 ELEV. 854.934 -Y4RPBD- 20+00.0000 -L- 620+50.0000 S.P. 59 844.36 L 0.021 D.P. 868.351 6 :1 6:1 4 :1 - Y4RPBD - STA 20+94.7573 ELEV. 854.175 -Y4RPBD- 20+45.0000 -L- 621+00.0000 S.P. 60 FILL IN WETLAND SITE 13 SHEET 54 OF 64 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 0 4 _ Y 4 R P B D - 2 1 0 0 j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 820 820 830 830 840 840 850 850 860 860 870 870 880 880 810 810 20+89.0000 830 830 840 840 850 850 860 860 870 870 880 880 820 82021+34.0000 X-547U-2579B -Y4RPBD- 5 10 824.01 0.050 0.050 y4rpbd ELEV. 853.863 -L- 621+50.0000 -Y4RPBD 20+89.0000 4:1 D.P. 846.692 4 : 1 S.P. 61 S.S. 826.097 2: 1 830.13 2: 1 S.S. 824.953 0.048 0.048 4:1 y4rpbd S.S. 843.290 IMPACTS TO SURFACE WATER POND SITE 15 SHEET 55 OF 64 PERMIT DRAWING 00 00 1010 1010 2020 2020 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 0 5 _ L 6 3 8 L T j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 840 840 850 850 860 860 870 870 880 880 890 890 900 900 910 910 920 920 930 930 830 830 638+00.0000 X-278U-2579B -L- 5 10 280290300310320330340 860 870 880 890 350360 M A T C H LI N E A M A T C H LIN E A 847.58 0.021 0.021 0.021 D.P. 906.565 0.091 0.090 9 0 5 . 3 8 4.667:1 - Y4CD - STA 42+14.890218 6:1 D.P. 906.374 0.030 - Y4LPA - STA 12+36.0460 6 :1 6:16 :1 IMPACTS TO SURFACE WATER POND FILL IN WETLAND SITE 15 SHEET 56 OF 64 PERMIT DRAWING 00 00 1010 1010 2020 2020 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 0 6 _ L 6 3 8 R T j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 850 850 860 860 870 870 880 880 890 890 900 900 910 910 920 920 930 930 940 940 950 950 840 840 637+50.0000 850 850 860 860 870 870 880 880 890 890 900 900 910 910 920 920 840 840 638+00.0000 X-114U-2579B -L- 5 10 280 290 300 870 880 890 S.S. 877.459 310 320 330 340 M A T C H LI N E A M A T C H LI N E A 847.77 0.021 D.P. 905.280 4 :1 4:1 D.P. 895.634 6 :1 6:1 -L- 637+50.0000 ELEV. 896.628 S.P. 82 -Y4LPB- 13+29.0000 847.58 0.021 D.P. 906.565 9 0 3 . 2 1 5 .967 :1 0.078 0.0764 :1 4:1 D.P. 901.522 - Y4LPB - STA 13+14.1394 6 :1 6:1 ELEV. 902.013 -L- 638+00.00 -Y4LPB- 13+29.00 SP 155 WATER POND IMPACTS IN SURFACE SITE 16 SHEET 57 OF 64 PERMIT DRAWING 00 00 1010 1010 2020 2020 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 0 7 _ Y 4 - 8 9 0 0 j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 860 860 870 870 880 880 890 890 900 900 910 910 920 920 850 850 88+50.0000 860 860 870 870 880 880 890 890 900 900 910 910 920 920 850 850 89+00.0000 X-417U-2579B -Y4- 5 10 893.45 0.021 0.021 0.021 D.P. 893.279 4 : 1 5.034:1 - Y4EB - STA 88+50.0000 STA 88+50.0000 - Y4LPD - STA 24+59.5689 0.0248 9 5 . 3 8 S.S. 865.342 4:1 893.32 0.021 0.021 0.021 4:1 0.021 D.P. 893.233 4 : 1 5.037:1 - Y4EB - STA 89+00.0000 STA 89+00.0000 3 : 1 875.122 ELEV. 893.117 -Y4EB- 89+00.00 -L- 644+50.00 S.P. 103 FILL IN WETLAND SITE 19 SHEET 58 OF 64 PERMIT DRAWING 00 00 1010 1010 2020 2020 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 0 8 _ L 6 6 8 5 0 L T j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 840 840 850 850 860 860 870 870 880 880 890 890 830 830668+00.0000 840 840 850 850 860 860 870 870 880 880 890 890 830 830668+50.0000 840 840 850 850 860 860 870 870 880 880 830 830 669+00.0000 X-303U-2579B -L- 5 10 840.18 0.040 0.040 0.050 D.P. 860.431 - Y4CD - STA 72+40.863283 7 :1 6:1 2:1 D.P. 862.786 7 .62:1 7.62:1 - NWCD2 - STA 14+57.55 840.71 0.040 0.040 0.050 D.P. 859.084 - Y4CD - STA 72+92.116637 7 :1 6:1 2:1 D.P. 861.278 6 .51:1 6.51:1 - NWCD2 - STA 15+15.29 844.28 0.040 0.040 0.050 D.P. 857.872 - Y4CD - STA 73+43.368547 6:1 D.P. 859.983 7 :1 6:14:1 6:1 S.S. 857.983 4 :1 853.690 - NWCD2 - STA 16+02.77 FILL IN WETLAND SITE 19 SHEET 59 OF 64 PERMIT DRAWING 00 00 1010 1010 2020 2020 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 0 9 _ L 6 6 8 5 0 R T j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 840 840 850 850 860 860 870 870 830 830 667+00.0000 840 840 850 850 860 860 870 870 830 830 667+50.0000 840 840 850 850 860 860 870 870 830 830 668+00.0000 840 840 850 850 860 860 870 870 830 830 668+50.0000 X-131U-2579B -L- 5 10 835.35 2: 1 S.S. 840.357 0.050 D.P. 863.532 7 :1 6:1 839.91 2: 1 S.S. 839.614 0.050 D.P. 861.914 7 :1 6:1 840.18 2: 1 S.S. 838.965 0.050 D.P. 860.431 7 :1 6:1 840.71 2: 1 S.S. 840.159 0.050 D.P. 859.084 7 :1 6:1 FILL IN WETLAND SITE 22 SHEET 60 OF 64 PERMIT DRAWING 00 00 1010 1010 2020 2020 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 1 0 _ Y 4 - 4 0 5 0 j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 870 870 880 880 890 890 900 900 860 86039+50.0000 860 860 870 870 880 880 890 890 900 900 850 850 40+00.0000 860 860 870 870 880 880 890 890 900 900 850 85040+50.0000 X-389U-2579B -Y4- 5 10 877.41 0.021 0.021 0.021 S.S. 874.635 0.021 D.P. 877.300 4 . 2 1 3 :1 5:1 5:1 - Y4EB - STA 39+50.0000 STA 39+50.0000 876.11 0.021 0.021 0.021 S.S. 866.974 0.021 D.P. 875.927 4 . 2 1 6 :1 5:1 4:1 - Y4EB - STA 40+00.0000 STA 40+00.0000 874.63 0.021 0.021 0.021 S.S. 854.844 0.021 D.P. 874.580 4 . 2 0 7 :1 5:1 3:1 - Y4EB - STA 40+50.0000 STA 40+50.0000 WATER POND IMPACTS IN SURFACE SITE 26 SHEET 61 OF 64 PERMIT DRAWING 00 00 1010 1010 2020 2020 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 9 / 19 / 2 0 13 U 2 5 7 9 B _ H y d _ p r m _ w e t _ x p l _ 1 1 _ Y 4 - 1 0 4 0 0 j h a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 880 880 890 890 900 900 910 910 870 870 103+50.0000 880 880 890 890 900 900 910 910 870 870 104+00.0000 880 880 890 890 900 900 910 910 870 870104+50.0000 860 860 870 870 880 880 890 890 900 900 910 910 850 850 105+00.0000 X-427U-2579B -Y4- 5 10 883.31 0.021 0.021 0.021 882.242 6:1 0.021 D.P. 883.267 4 : 1 6.196:1 4 : 1 - Y4EB - STA 103+50.0000 STA 103+50.0000 ELEV. 885.136 -Y4RPC- 29+57.00 -Y4EB- 103+50.00 S.P. 116 883.17 0.021 0.021 881.909 6:1 0.021 D.P. 882.896 4 : 1 6.399:1 4 : 1 - Y4EB - STA 104+00.0000 STA 104+00.0000 ELEV. 883.452 -Y4RPC- 30+06.00 -Y4EB- 104+00.00 S.P. 117 882.03 0.021 0.021 0.021 D.P. 882.531 4 : 1 6.484:1 - Y4EB - STA 104+50.0000 STA 104+50.0000 5:15 : 1 ELEV. 882.876 -Y4RPC- 30+55.00 Y4EB- 104+50.00 S.P. 118 882.14 0.021 0.021 0.021 D.P. 882.269 4 : 1 6.437:1 - Y4EB - STA 105+00.0000 STA 105+00.0000 - Y4RPC - STA 31+01.1294 0.048 0.048 4 : 1 6:1 4:1 - NWY41 - STA 11+47.20 Hand Existing Existing PermanentTemp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural Site Station Structure Fill InFill Inin Clearingin SW SWImpactsImpactsStream No.(From/To)Size / Type WetlandsWetlands Wetlandsin Wetlands WetlandsimpactsimpactsPermanentTemp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 28+00 -Y1-ROAD FILL 0.03 < 0.010.02 0.02 142 216+00 -Y1RPD-ROAD FILL - INTERMITTENT 0.01 109 ROAD FILL - PERENNIAL 0.02 208 STREAMBANK STABILIZATION < 0.01< 0.011037 321+56-25+22 -Y1-2 @ 7'x6' RCBC 0.06< 0.0143833 3A17+36-21+53 -Y1-DETOUR - ROAD FILL 0.08 545 3B20+55-21+32 -Y1-DETOUR - ROAD FILL 0.03 194 4501+51-503+21 -L-ROAD FILL 0.03< 0.0149318 STREAMBANK STABILIZATION < 0.01< 0.019 31 5503+85-507+80 -L-ROAD FILL 0.05< 0.0174022 5A507+39-509+64 -L-ROAD FILL 0.01 306 6 523+00 -L-ROAD FILL 0.03 < 0.01 0.02< 0.0131242 7 527+00 -L-ROAD FILL 0.52 0.01 ROAD FILL-POND 0.59 8 559+75 -L-2 @ 10'x6' RCBC 0.06< 0.0144253 STREAMBANK STABILIZATION < 0.01< 0.015844 9 560+75 -L-ROAD FILL 0.03 0.01 10560+50-568+74 -L-ROAD FILL 0.01 0.07< 0.0178322 10A566+84-572+75 -L-ROAD FILL 0.05 684 11 615+00 -L-3 @ 10'x9' RCBC 0.430.0280857 11A19+76-21+44 -Y4RPBD-CHANNEL CHANGE 0.080.0122341 1215+84-18+86 -Y4RPBD-CHANNEL CHANGE 0.010.0288205 SUBTOTALS*:0.62 < 0.01 0.05 1.530.1958531344 *Rounded totals are sum of actual impacts NOTES: ATN Revised 3/12/13 SHEET 62 OF 64 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10-29-13 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS U-2579B FORSYTH COUNTY WINSTON SALEM NORTHERN BELTWAY (EASTERN SECTION) (FUTURE I-74) Hand Existing Existing PermanentTemp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural Site Station Structure Fill InFill Inin Clearingin SW SWImpactsImpactsStream No.(From/To)Size / Type WetlandsWetlands Wetlandsin Wetlands WetlandsimpactsimpactsPermanentTemp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1320+00-21+40 -Y4RPBD-ROAD FILL 0.33 14629+95-635+90 -L-ROAD FILL 0.04 0.05 688 15636+32-641+55 -L-ROAD FILL 0.18 0.04 332 ROAD FILL-POND 2.38 15A644+00-645+00 -L-ROAD FILL < 0.01 108 16643+56-644+61 -L-ROAD FILL < 0.01 104 ROAD FILL-POND 0.16 17663+65-667+00 -L-ROAD FILL 0.09 < 0.01 0.06 928 18 667+15 -L-3 @ 12'x10' RCBC 0.060.0237767 STREAMBANK STABILIZATION 0.020.018059 19 668+50 -L-ROAD FILL 0.47 0.01 20687+80-691+59 -L-ROAD FILL 0.03 163 ROAD FILL-POND 0.85 450 21 22+50 -Y1-ROAD FILL 0.02 22 40+50 -Y4-OUTLET PAD 0.01 23 45+65 -Y4-CULVERT EXTENSION 0.060.0110032 STREAMBANK STABILIZATION 0.020.015421 23A44+95-45+18 -Y4-ROAD FILL < 0.01 57 23B45+07-46+34 -Y4-ROAD FILL 0.01 135 2480+73-81+57-Y4RPBD-ROAD FILL 0.02 202 24A80+50-81+51-Y4RPBD-ROAD FILL 0.06 2537+31 -Y4RPA-30" RCP < 0.01 73 STREAMBANK STABILIZATION < 0.01< 0.012116 SUBTOTALS*:1.20 0.02 3.770.053422195450 *Rounded totals are sum of actual impacts NOTES: ATN Revised 3/12/13 SHEET 63 OF 64 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10-29-13 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS U-2579B FORSYTH COUNTY WINSTON SALEM NORTHERN BELTWAY (EASTERN SECTION) (FUTURE I-74) Hand Existing Existing PermanentTemp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural Site Station Structure Fill InFill Inin Clearingin SW SWImpactsImpactsStream No.(From/To)Size / Type WetlandsWetlands Wetlandsin Wetlands WetlandsimpactsimpactsPermanentTemp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 2629+16-31+12 -Y4RPC-ROAD FILL-POND 0.38 27A104+62 - 107+53 -Y4-ROAD FILL 0.02 205 27B107+60 -Y4-42" WELDED STEEL0.05 0.01< 0.0113014 27C107+58 - 108+44 -Y4-30" RCP < 0.01 116 28 54+65 -Y4-STREAMBANK STABILIZATION < 0.01 25 29145+62 -Y4-ROAD FILL < 0.01 30 64+34 -Y4-STREAMBANK STABILIZATION < 0.01 28 31 557+28 -L-STREAMBANK STABILIZATION < 0.01 21 SUBTOTALS*:0.05 < 0.01 0.42< 0.0152514 SUBTOTALS FROM PAGE 1*:0.62 < 0.01 0.05 1.530.1958531344 SUBTOTALS FROM PAGE 2*:1.20 0.02 3.770.053422195450 TOTALS*:1.87 < 0.01 0.08 5.720.2498001553450 *Rounded totals are sum of actual impacts NOTES: ATN Revised 3/12/13 SHEET 64 OF 64 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10-29-13 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS U-2579B FORSYTH COUNTY WINSTON SALEM NORTHERN BELTWAY (EASTERN SECTION) (FUTURE I-74) 2 5 D H V D T V ====== 6 0 1 8 %%M P H A D T A D T 2 0 3 0 % * 0 0 0 P R O F I L E ( H O R I Z O N T A L ) 34839.2.10 34839.2.5 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTAL SHEETS N.C.SHEET1 D E S I G N D A T A P r e p a r e d i n t h e O f f i c e o f : DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E.SIGNATURE:SIGNATURE: D I V I S I O N O F H I G H W A Y S 2 0 0 6 S T A N D A R D S P E C I F I C A T I O N S PROJECT ENGINEER PROJECT DESIGN ENGINEER G R A P H I C S C A L E S P L A N S P R O F I L E ( V E R T I C A L ) L O C A T I O N : T Y P E O F W O R K : 09/08/99 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 0 00 S e e S h e e t 1 - A F o r I n d e x o f S h e e t s 13-DEC-2013 15:05 R:\Roadway\Proj\u2579b_rdy_tsh.dgn $$$$USERNAME$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CONTRACT: C203484 STATE HIGHWAY DESIGN ENGINEERDEPARTMENTOFTRANSPORTATIONSTATEOFNORTHCAROLINA F O R S Y T H C O U N T Y TIP PROJECT: U-2579B U-2579B 1 0 7 0 LEE ANN MOORE V I C I N I T Y M A P N orf olk S o uth er n % % (6 6 (6 6 .15 POTSta. 160+23.40 B E G . P R O J . U - 2 5 7 9 B E N D . P R O J . U - 2 5 7 9 B 5 0 5 0 1 0 0 5 0 2 5 5 0 1 0 0 1 0 2 0 1 0 5 -Y2- -Y1- -Y2A- -Y3- -Y4-SMITH CREEK -L- STA 692+32.98-Y5-TONY HOUSER, PE T O T A L L E N G T H O F P R O J E C T U - 2 5 7 9 B = 4 . 0 6 M i l e s . * T T S T 1 2 % D U A L 6 % S e e S h e e t 1 - B F o r C o n v e n t i o n a l S y m b o l US 158 W A L K E R T O W N M O R R IS R D . US-421 / I-40 BUS.TO GREENSBORO W IL L IS T O N R D. O L D B E L E W S C R E E K R D REIDSVILLE RD O L D B E L E W S C R E E K R D R IC K A R D R D . LAMOND DR. W R AN G LE R D R . O LD HOLLOW RD. HO PKIN S RD BLUFF SC H O OL R D ELLIO T D R DOE RUN DR. LIN VILLE RD K E R N E R S VI L L E R D S C H O O L R D O L D V A L L E Y R AIL R O A D W E S T M O U N T AI N S T O F W A L K E R T O W N A N D K E R N E R S V I L L E A P O R T I O N O F T H I S P R O J E C T I S W I T H I N T H E M U N I C I P A L B O U N D A R I E S CITY LIMIT C I T Y LIMIT C ITY C I T Y LIMIT K E R N E R SVILLE K E R N E R S V ILLE CITY LIM IT LIMIT KE R NE RS VILLE KERNERSVILLE CITY KERNERSVILLECITY L IM IT W AL KE R T OW N CITY L IM IT W A LKE R T O W N WALKERTOWN C I T Y LIM IT C I T Y LIMIT K E R N E R S VI L L E LIMIT KERN ERSVILLE CITY K E RN ERS VI LLE CI T Y LI MI T W A LK ERTO W N CI TY LI MI T W A LK ERTO W N LIM IT KERNERSVILLECITYLIMIT C ITY LIM IT K ERN ERSV ILLE A B CD S A L E M T O WI NS T O N - L - S T A 4 7 8 + 0 0 . 0 0 CI TY LI MI T A D CITY LIMITKERNERSVILLE-Y5- STA. 26+62.28BEGIN BRIDGE -Y5- STA. 30+97.13END BRIDGE 34839.1.1N/APE R O A D G U T H R IE CITYLIMIT KERNERSVILLE RAILROAD SOUTHERN NORFOLK RO A D M O U N TAI N W ES T -Y3- - Y2 A- HASTINGS HILL RD SR 2687 HASTING S HILL RD SR 2687 P IS G AH C H U R C H R D S R 2 41 0 W E S T M O U N T AI N R D S R 2 3 7 7 M O RR IS R O AD SR 2407 G UT H RIE R D.W AL KERT O W N SR 2385 - L - S T A . 6 4 1 + 7 0 . 8 2 B E G I N B R I D G E - Y 2 - S T A . 1 8 + 9 9 . 2 5 B E G I N B R I D G E - Y 2 - S T A . 2 1 + 4 1 . 1 8 E N D B R I D G E -Y4CD- STA. 45+76.53BEGIN BRIDGE - Y 1 - S T A . 3 2 + 9 3 . 7 7 B E G I N B R I D G E - Y 1 - S T A . 3 5 + 2 6 . 3 4 E N D B R I D G E CREEK MARTIN MILL CREEKMILL CREEK RD. BELEWS RO A D C H U RCH PI S G A H HASTINGS HILL RD 3116 23 24 25 17 4 5 20 21 6 7 22 8 9 1 0 1 1 12 13 14 15 191829 30282726 2 0 1 0 5 3 , 5 6 0 7 9 , 8 8 0 - Y 7 - -Y5A--Y5A- POT Sta. 45+00.00 LA-Y5- POT Sta. 45+00.00 LB =IDENTITY % W I N S T O N S A L E M N O R T H E R N B E L T W A Y ( E A S T E R N S E C T I O N ) ( F U T U R E I - 7 4 ) F R O M U S 1 5 8 T O I - 4 0 B U S / U S 4 2 1 W I D E N I N G , G R A D I N G , P A V I N G , D R A I N A G E , S I G N I N G , S I G N A L S , C U L V E R T S A N D S T R U C T U R E S . T O U S 3 11 B E G . P R O J . U - 2 5 7 9 B R O A D K ER N ER SV ILLE TOEND PROJ. U-2579B ENGINEER HYDRAULICS ENGINEERDESIGNROADWAY W I N S T O N - S A LE M N O RTHERN BELTWAY - L - ( F U T U R E I- 7 4) W A L K E R T O W N CI TY LIMIT WALKERTO WN CIT Y LI MIT - Y 2 - O F F - S I T E D E T O U R R O U T E GERRY DR.-Y6- C R E E K M A R T I N M I L L C R E E K M A R T I N M I L L - L - S T A . 5 5 5 + 7 3 . 0 0 B E G I N B R I D G E - L - S T A . 5 5 7 + 9 8 . 0 1 E N D B R I D G E -Y4RPA- STA. 15+19.24BEGIN BRIDGE -Y4RPA- STA. 19+00.50END BRIDGE -Y4CD- STA. 31+63.73BEGIN BRIDGE -Y4CD- STA. 34+68.98END BRIDGE - L - S T A . 6 2 7 + 1 3 . 7 8 B E G I N B R I D G E - L - S T A . 6 3 0 + 1 8 . 7 4 E N D B R I D G E - Y 4 R P B D - S T A . 2 5 + 4 0 . 0 0 B E G I N B R I D G E - Y 4 R P B D - S T A . 2 7 + 8 0 . 0 0 E N D B R I D G E -Y4CD- STA. 47+88.32END BRIDGE - L - S T A . 6 4 3 + 8 2 . 6 4 E N D B R I D G E F U N C C L A S S = I N T E R S T A T E FSTR HPPNHF-0918(46) R\W UTIL R\W -Y5A- STA. 69+53.11END BRIDGE -Y4RPBD- STA. 43+04.00BEGIN BRIDGE -Y5- STA. 24+06.99END BRIDGE -Y5- STA. 22+95.35BEGIN BRIDGE C L E A R I N G O N T H I S P R O J E C T S H A L L B E P E R F O R M E D T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I I STA. 54+72.30-Y4RPBD-END BRIDGE STA. 51+70.14-Y4RPBD-BRIDGE BEGIN -Y4RPBD- STA. 45+17.13END BRIDGE O C T O B E R 2 1 , 2 0 1 4 FARM RD BIG MILL -Y5A- STA. 66+78.58BEGIN BRIDGE - L - S T A . 5 8 2 + 8 5 . 6 7 B E G I N B R I D G E - L - S T A . 5 8 5 + 6 0 . 7 3 E N D B R I D G E L E N G T H O F S T R U C T U R E P R O J E C T U - 2 5 7 9 B = 0 . 1 9 M i l e s . L E N G T H O F R O A D W A Y P R O J E C T U - 2 5 7 9 B = 3 . 8 6 M i l e s . J U N E 1 9 , 2 0 1 2 500 600 605 610 615 620 625 630 635 640 665 670 675 680 685 690 20 60 10 101520253035404510152025303545505560 65 70 75 80 85 90 -Y1-POTSta. 60+02.93 -Y6-POT Sta. 48+48.20-Y5-POT Sta. 10+00.00 -Y5-PC Sta. 55+35.58 -Y5-PT Sta. 60+78.97 -Y5-PC Sta. 74+55.17 -Y5-PT Sta. 80+34.95 -Y5-POT Sta. 90+52.41 -Y6-POT Sta. 10+00.00-Y6-PT Sta. 23+75.83 -Y6-PC Sta. 19+99.43-Y6-PT Sta. 16+38.93 -Y6-PC Sta. 10+55.87-Y4RPD-POTSta. 0+00.00 END TIP PROJECT U-2579BBEGIN TIP PROJECT U-2579AB-L- TS STA. 693+52.98-Y4-POT Sta. 28+00.00 BEGIN CONSTRUCTION 20 2520 -Y1RPA- SC Sta. 14+90.00 -Y1RPA- TS Sta. 12+50.00 -Y1RPA- CS Sta. 19+50.06 -Y1RPD- SC Sta. 25+73.67-Y1RPD- SRS Sta. 23+63.67-Y1RPD- CS Sta. 21+23.67 -Y1RPD- SC Sta. 12+40.00 15 -L- ST Sta. 502+91.34 -Y1RPD- Sta. 33+20.2157-Y1- Sta. 40+26.0000 -Y1LPD- Sta. 22+60.41-Y1- Sta. 40+06.0000 -Y4-POTSta. 143+00.00 END CONSTRUCTION END RESURFACING AND WIDENING 10202530 35 40152025303540152025301525303540456065707580852025303540455055606570758095100105110 115 120 125 130 135 140 145 15020253035404550556065707580951001051101151201251301351401451501015202530-Y4RPA- ST Sta. 10+00.00 -Y4RPA- SC Sta. 12+00.00-Y4RPA- CS Sta. 39+41.74-Y4RPA- ST Sta. 41+41.74 -Y4RPBD- ST Sta. 10+00.00-Y4RPBD- SC Sta. 12+00.00 -Y4RPBD- CS Sta. 21+25.35 -Y4RPBD- ST Sta. 23+25.35 -Y4RPBD- TS Sta. 31+45.35 -Y4RPBD- SC Sta. 33+85.35-Y4RPBD- TS Sta. 74+31.85-Y4RPBD- SC Sta. 76+31.85-Y4RPBD- CS Sta. 84+04.51-Y4RPBD- ST Sta. 86+04.51 -Y4WB- POT Sta. 150+22.89-Y4WB- POTSta. 10+00.00 -Y4EB- POT Sta. 10+00.00 -Y4EB- POT Sta. 150+22.89-Y4RPB- ST Sta. 32+80.81-Y4RPB- CS Sta. 30+40.81-Y4RPB- SC Sta. 16+27.27-Y4RPB- TS Sta. 13+87.27-Y4RPB- POT Sta. 10+00.00 -Y4RPD- SC Sta. 18+25.20 -Y4RPD- TS Sta. 15+85.20 -Y4RPC- POT Sta. 40+03.40-Y4RPC- ST Sta. 32+19.53-Y4RPC- CS Sta. 29+79.53-Y4RPC- SC Sta. 12+40.00 -Y4RPC- ST Sta. 10+00.002025303540455560657075 80 85 90 95 -Y4CD- PT Sta. 95+97.99-Y4CD- SC Sta. 88+45.46-Y4CD- SRS Sta. 87+05.46-Y4CD- CS Sta. 84+25.46-Y4CD- SC Sta. 66+51.14-Y4CD- PCC Sta. 36+33.44-Y4CD- PRC Sta. 17+15.41-Y4CD- PC Sta. 10+00.00 -Y4CD- TS Sta. 63+71.14ST Sta. 10+00.00SC Sta. 12+10.0020 CS Sta. 22+10.62 ST Sta. 24+20.62 ST Sta. 10+00.0010SC Sta. 12+10.001520CS Sta. 22+58.05ST Sta. 24+68.05 1520 -Y1-PCSta. 44+26.47 -Y1- -Y1- -Y1- -Y1- -Y1- -Y4RPD- ST Sta. 28+43.54-Y4RPD- POT Sta. 33+19.67-Y4RPBD- CS Sta. 63+71.85-Y4RPD- CS Sta. 26+03.54-Y4RPBD- ST Sta. 66+11.85 -Y5-PT Sta. 32+51.52-Y5-PC Sta. 21+41.22CS Sta. 22+65.27SC Sta. 12+10.00ST Sta. 24+75.27ST Sta. 10+00.00 -Y1-PCSta. 14+00.00 -Y1-PRCSta. 18+38.23 -Y1-POTSta. 10+00.00 -Y7- POT Sta. 13+93.72 -Y1-PTSta. 22+76.47 -Y7- POT Sta. 10+00.00 -Y1- POT Sta. 27+23.47 -Y1RPA- PT Sta. 28+90.37 -Y1-PTSta. 53+02.93 -Y1LPD- SC Sta. 12+10.00 -Y1LPD- CS Sta. 19+27.33 -Y1LPD- ST Sta. 21+37.33 -Y1RPD- PT Sta. 31+53.84 -Y1-PRCSta. 48+64.70 SRS Sta. 21+90.06 -Y1RPA- SC Sta. 24+00.06 -Y1LPD- -Y1RPD- -Y1RPA- POT Sta. 31+29.10 30 25 15 25 30 40 35 45 50 15 59’ Rt.-Y1LPD- ST Sta. 10+00.00 -L- ST Sta. 482+93.00 30 20 10 50-Y4RPBD--Y4LPD--Y4CD--Y4CD--Y4RPC--Y4RPD--Y5--Y4EB--Y4WB--Y4RPC-W.E. 843.3FISH HATCHERYW. E. 847.2POND FISH HATCHERYW. E. 843.4PONDFISH HATCHERYW. E. 859.7POND W. E. 855.7PONDW. E. 855.6PONDW. E. 853.1PONDW. E. 854.5POND W. E. 855.7POND PONDW.E. 8420 W.E. 839.1HATCHERY W. E. 852.8PONDPONDW. E. 852.7PONDW.E. 832.9PONDW.E. 843.0 PONDW.E. 843.4 SR 2405 OLD BELEWS CREEK RD 6.2 m BST IN T E R S T A T E 4 0 B U S 4 2 1 1 5 8 1 5 8 U S U S U S Existing Edge of Pavem ent Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing M etal G uardrail Existing Cable G uiderail Proposed G uardrail Equality Sym bol Pavem ent Rem oval Baseline Control Point RIGH T OF W AY: Existing Right of W ay M arker Existing Right of W ay Line h Existing Control of Access Proposed Control of Access Proposed Right of W ay Line C F Existing Easem ent Line Proposed Tem porary Construction Easem ent Proposed Tem porary Drainage Easem ent Proposed Perm anent Drainage Easem ent Proposed Perm anent Utility Easem ent H YD ROLOGY: Stream or Body of W ater Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sum p Proposed Cable G uiderail M AJO R: Bridge, Tunnel or Box Culvert Bridge W ing W all, Head W all and End W all M IN O R: Head and End W all Pipe Culvert Footbridge Paved Ditch G utter U TILITIES: ROAD S AND RELATED FEATU RES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power M anhole Power Line Tower Power Transform er Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone M anhole Telephone Booth Telephone Pedestal U/G Telephone Cable Hand Hole R } T p Q l e ] / b H-Fram e Pole O O PO W ER: TELEPHO N E: Telephone Cell Tower Recorded U/G Power Line Recorded U/G Telephone Cable Designated U/G Telephone Cable (S.U.E.*) Recorded U/G Telephone Conduit Designated U/G Telephone Conduit (S.U.E.*) Recorded U/G Fiber O ptics Cable W ATER: W ater M anhole W ater M eter W ater Valve W ater Hydrant Recorded U/G W ater Line 4 I H a TV: TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber O ptic Cable Designated U/G Fiber O ptic Cable (S.U.E.*) r | I ] G AS: G as Valve G as M eter Recorded U/G G as Line n c SAN ITARY SEW ER: Sanitary Sewer M anhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced M ain Line Designated SS Forced M ain Line (S.U.E.*) d o A/G Water Above G round G as Line A/G Gas Above G round W ater Line Above G round Sanitary Sewer A/G Sanitary Sew er M ISCELLAN EO US: Utility Pole O F S 3 Utility Pole with Base Utility Located O bject Utility Traffic Signal Box Utility Unknown U/G Line ? CONC CONC WW v v Drainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer M anhole m U/G Tank; W ater, G as, O il A/G Tank; W ater, G as, O il BOU ND ARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property M onum ent Existing Fence Line Proposed W oven W ire Fence Proposed Chain Link Fence Proposed Barbed W ire Fence g F 123 Existing W etland Boundary Proposed W etland Boundary Existing Endangered Anim al Boundary Existing Endangered Plant Boundary BU ILD INGS AND OTH ER CU LTU RE: Area O utline G as Pum p Vent or U/G Tank Cap Church School Dam Sign Sm all M ine W ell V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge W oods Line O rchard Vineyard RAILROAD S: Standard G auge RR Signal M ilepost Switch RR Abandoned RR Dism antled S FLOW Designated U/G Power Line (S.U.E.*) Designated U/G Fiber O ptics Cable (S.U.E.*) Designated U/G W ater Line (S.U.E.*) Designated U/G TV Cable (S.U.E.*) Designated U/G G as Line (S.U.E.*) U/G Test Hole (S.U.E.*) *S.U .E. = Subsurface U tility Engineering WLB EIP B ECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cem etery EXISTING STRU CTU RES: Parcel / Sequence N um ber E AATUR End of Inform ation E.O .I. Note: Not to Scale SHEET NO .PRO JECT REFERENCE NO . 1-BU-2579B Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS 0 4 / 1 6 / 1 1 Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 W etland Proposed Perm anent Easem ent with Iron Pin and Cap M arker Proposed Tem porary Utility Easem ent TUE Iron Pin and Cap M arker Proposed Right of W ay Line with DUEProposed Perm anent Drainage / Utility Easem ent AUEProposed Aerial Utility Easem ent CRProposed Curb Ram p STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CO N VEN TIO N AL PLAN SHEET SYM BO LS Underground Storage Tank, Approx. Loc. G eoenvironm ental Boring UST Known Soil Contam ination: Area or Site Potential Soil Contam ination: Area or Site Concrete or G ranite R/W M arker Proposed Right of W ay Line with C A Concrete C/A M arker Proposed Control of Access Line with Proposed Perm anent Access Easem ent PAE -L- SR 2385 WALKERTOWN / GUTHRIE RD 20’ BST S R 2385 WALKE RT OWN / G UTH RIE R D 23’ BST -Y1-POTSta. 10+00.00 BEGIN CONSTRU CTION - L - P O T S T A . 4 7 8 + 0 0 . 0 0 E N D T I P P R O J E C T U - 2 5 7 9 C B E G I N T I P P R O J E C T U - 2 5 7 9 B -Y1-POT Sta. 54+00.00 END CONSTRU CTION END CONSTRU CTION -Y2- POT STA. 29+75.00 BEGIN CONSTRU CTION -Y2-POTSta. 10+00.00 END CONSTRUCTION -Y2A- STA. 22+00.00 END CONSTRUCTION -Y3- STA. 26+25.00 -Y4EB-POT Sta. 143+00.00 -Y4W B-PO T Sta. 143+00.00 END CONSTRU CTION END CONSTRU CTION -Y5A- STA. 81+25.00 -Y5A- POT STA. 54+00.00 BEGIN CONSTRU CTION C B A D -Y4EB-POT Sta. 26+80.00 -Y4W B-POT Sta. 26+80.00 BEGIN CON STRU CTION BEGIN CONSTRU CTION -Y5- POT STA. 16+00.00 -Y5- POT STA. 33+30.00 END CONSTRU CTION END TIP PROJECT U -2579B -L- POT STA. 692+32.98 A D M A T C H L IN E M A TCH LINE -Y2A- STA. 16+00.00 -Y3- STA. 18+25.00 BEGIN CONSTRUCTION BEGIN CONSTRUCTION BU S. 40 W BL BU S. 40 EBL BU S. 40 W BL BU S. 40 EBL TO K ERN ERSVILLE H AS TI N G S H I L L R D . H ASTINGS H ILL RD. SR 2337 W EST M OUNTAIN ST. SR 2385 W ALK ERTOW N/GU TH ERIE RD . U S 158 U S 158 N AD 83/95 NC G RID IN DICATES GEODETIC CON TROL M ON U M EN TS U SED OR SET FOR H ORIZON TAL PROJECT CON TROL BY TH E N CDOT LOCATION AN D SU RVEYS U N IT. PROJECT CON TROL ESTABLISH ED U SIN G GLOBAL POSITION IN G SYSTEM . SEE GPS CALIBRATION SH EET FOR H ORIZON TAL AN D VERTICAL COORDIN ATE VALU ES. N OTES: 1. TH E SITE CALIBRATION SH OW N IS BASED U PON A N ETW ORK TIED TO TH E H ARN (H IGH ACCU RACY REFEREN CE N ETW ORK) N AD 83/95 ADJU STM EN T. TH IS CALIBRATION W ILL ALLOW TH E EN D U SER TO W ORKW ITH IN TH E SAM E COORDIN ATE SYSTEM W H EN U SIN G RTK (REAL TIM E KIN EM ATIC) GPS AN D A LOCAL BASE STATION . IF AN OTH ER SYSTEM SU CH AS VRS (VIRTU AL REFEREN CE STATION ) IS U SED, ADDITION AL FIELD TIES M AY BE N EEDED TO REDU CE POSSIBLE ERRORS, OR BIASES. 2. TH E CON TROL DATA FOR TH IS PROJECT CAN BE FOUN D ELECTRON ICALLY BY SELECTIN G PROJECT CON TROL DATA AT: TH E FILES TO BE FOUN D ARE AS FOLLOW S: U 2579B_LS_GPSCALIB_071217.H TM L U 2579B_LS_W GS84_071217.TXT U 2579B_LS_LOCAL_071217.TXT U 2579B_LS_CON TROL_071217.TXT TH E W GS84 AN D LOCAL FILES ARE COM M A DELIM ITED AN D CAN BE U SED TO REPRODU CE TH E SITE CALIBRATION FOR TH E EN D U SER’S GPS EQU IPM EN T. IF FU RTH ER IN FORM ATION IS N EEDED, PLEASE CON TACT TH E LOCATION AN D SU RVEYS U N IT. N ETW ORK ESTABLISH ED FROM EXISTIN G H ARN M ON U M EN TATION H TTP://W W W .N CDOT.ORG/DOH /PRECON STRU CT/H IGH W AY/LOCATION /PROJECT/ TO W IN STO N -SALEM -SRR- STA. 57+26.59 -SRR- STA. 10+00.00 RAILROAD NORFOLK SOUTHERN SHEET N O .PRO JECT REFEREN CE NO . 6 / 2 / 9 9 1 6 - D E C - 2 0 1 3 1 1 : 4 1 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ l s _ 1 c . d g n $ $ $ $ U S E R N A M E $ $ $ $ Location and Surveys N OTE: DRAW IN G N OT TO SCALE SU RVEY CON TRO L SH EET U -2579B U-2579B 1C FORSYTH COUNTY STOKES COUNTY F O R S Y T H C O U N T Y G U I L F O R D C O U N T Y DAVIDSON COUNTY FORSYTH COUNTY RESET HAW THORNE ELLER 3 LEW ISVILLE GREEN YA D K IN R IV E R GPS NETW ORK NOT TO SCALEGPS NETW ORK STREET M ARKET$ $ % % % % % 158 311 421 311 40 B U S I-40 52 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "U2579C-1" WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 876419.285(ft) EASTING: 1651591.602(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99995453 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "U2579C-1" TO -L- STATION 478+00.00 IS S 71 38’00" E 6933.9132 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 ELEV. = 919.53 E = 1659876.641 N = 875565.142 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-1 ELEV. = 910.76 E = 1658607.106 N = 874112.277 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-2 ELEV. = 821.23 E = 1660695.161 N = 862298.542 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-9 ELEV. = 836.07 E = 1659454.537 N = 862393.881 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-10 ELEV. = 884.85 E = 1665179.344 N = 861955.185 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-8 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-5 N = 861341.266 E = 1673030.785 ELEV. = 918.90 ELEV. = 891.85 E = 1671817.303 N = 861435.209 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-6 ELEV. = 893.30 E = 1666875.763 N = 861818.742 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-7 ELEV. = 947.62 E = 1666923.175 N = 868184.593 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-3 ELEV. = 946.50 E = 1665981.533 N = 867554.058 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION U2579B-4 N OTES: 1. TH E SITE CALIBRATION SH OW N IS BASED U PON A N ETW ORK TIED TO TH E H ARN (H IGH ACCU RACY REFEREN CE N ETW ORK) N AD 83/95 ADJU STM EN T. TH IS CALIBRATION W ILL ALLOW TH E EN D U SER TO W ORKW ITH IN TH E SAM E COORDIN ATE SYSTEM W H EN U SIN G RTK (REAL TIM E KIN EM ATIC) GPS AN D A LOCAL BASE STATION . IF AN OTH ER SYSTEM SU CH AS VRS (VIRTU AL REFEREN CE STATION ) IS U SED, ADDITION AL FIELD TIES M AY BE N EEDED TO REDU CE POSSIBLE ERRORS, OR BIASES. 2. TH E CON TROL DATA FOR TH IS PROJECT CAN BE FOU N D ELECTRON ICALLY BY SELECTIN G PROJECT CON TROL DATA AT: TH E FILES TO BE FOU N D ARE AS FOLLOW S: U 2579B_LS_GPSCALIB_071217.H TM L U 2579B_LS_W GS84_071217.TXT U 2579B_LS_LOCAL_071217.TXT U 2579B_LS_CON TROL_071217.TXT TH E W GS84 AN D LOCAL FILES ARE COM M A DELIM ITED AN D CAN BE U SED TO REPRODU CE TH E SITE CALIBRATION FOR TH E EN D U SER’S GPS EQU IPM EN T. IF FU RTH ER IN FORM ATION IS N EEDED, PLEASE CON TACT TH E LOCATION AN D SU RVEYS U N IT. H TTP://W W W .N CDOT.ORG/DOH /PRECON STRU CT/H IGH W AY/LOCATION /PROJECT/ SHEET N O .PRO JECT REFEREN CE NO . 6 / 2 / 9 9 1 6 - D E C - 2 0 1 3 1 1 : 4 1 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ l s _ 1 d . d g n $ $ $ $ U S E R N A M E $ $ $ $ Location and SurveysSURVEY CON TRO L SH EET U -2579B U-2579B 1D H orizontal Adjustm ent Param eters N orthing coordinate of rotation center 864170.124sft Easting coordinate of rotation center 1664837.355sft R otation about the center point 0?00’00" Translation north -0.529sft Translation east 0.589sft Scale factor 1.00004635 -------------------------------------------------------------------------------- Vertical Adjustm ent Param eters N orthing coordinate of origin point 875565.201sft Easting coordinate of origin point 1659876.674sft Vertical separation at origin 0.158sft Slope north 1.193ppm Slope east -0.561ppm -------------------------------------------------------------------------------- G eoid M odel D efinition G eoid03 (C onus) N C Sub G rid R esidual D ifferences Betw een G PS (W G S84) And Local C oordinates Sum m ary Point R esiduals W G S84 C oordinates C alculated point FO R D ISPLAY O N LY Local C oordinates Point U 2579B-1 G PS Latitude 36?09’00.87235"N Longitude 80?09’07.26064"W H eight 812.331sft N orthing 875565.201sft Easting 1659876.674sft Elevation 919.540sft H orz error 0.068sft Vert error 0.010sft 3D error 0.069sft Point U 2579B-1 LO C AL N orthing 875565.142sft Easting 1659876.641sft Elevation 919.530sft U tilized H orz and Vert Q uality Survey quality Point U 2579B-2 G PS Latitude 36?08’46.36004"N Longitude 80?09’22.53339"W H eight 803.624sft N orthing 874112.260sft Easting 1658607.033sft Elevation 910.820sft H orz error 0.075sft Vert error 0.060sft 3D error 0.096sft Point U 2579B-2 LO C AL N orthing 874112.277sft Easting 1658607.106sft Elevation 910.760sft U tilized H orz and Vert Q uality Survey quality Point U 2579B-3 G PS Latitude 36?07’48.69349"N Longitude 80?07’40.32920"W H eight 840.897sft N orthing 868184.488sft Easting 1666923.146sft Elevation 947.570sft H orz error 0.108sft Vert error 0.050sft 3D error 0.120sft Point U 2579B-3 LO C AL N orthing 868184.593sft Easting 1666923.175sft Elevation 947.620sft U tilized H orz and Vert Q uality Survey quality Point U 2579B-4 G PS Latitude 36?07’42.35263"N Longitude 80?07’51.71822"W H eight 839.746sft N orthing 867553.926sft Easting 1665981.571sft Elevation 946.428sft H orz error 0.137sft Vert error 0.072sft 3D error 0.155sft Point U 2579B-4 LO C AL N orthing 867554.058sft Easting 1665981.533sft Elevation 946.500sft U tilized H orz and Vert Q uality Survey quality Point U 2579B-5 G PS Latitude 36?06’41.70853"N Longitude 80?06’24.95413"W H eight 812.800sft N orthing 861341.303sft Easting 1673030.811sft Elevation 918.962sft H orz error 0.045sft Vert error 0.062sft 3D error 0.077sft Point U 2579B-5 LO C AL N orthing 861341.266sft Easting 1673030.785sft Elevation 918.900sft U tilized H orz and Vert Q uality Survey quality Point U 2579B-6 G PS Latitude 36?06’42.50385"N Longitude 80?06’39.75439"W H eight 785.713sft N orthing 861435.294sft Easting 1671817.327sft Elevation 891.926sft H orz error 0.089sft Vert error 0.076sft 3D error 0.117sft Point U 2579B-6 LO C AL N orthing 861435.209sft Easting 1671817.303sft Elevation 891.850sft U tilized H orz and Vert Q uality Survey quality Point U 2579B-7 G PS Latitude 36?06’45.74473"N Longitude 80?07’40.02458"W H eight 786.818sft N orthing 861818.786sft Easting 1666875.807sft Elevation 893.236sft H orz error 0.063sft Vert error 0.064sft 3D error 0.090sft Point U 2579B-7 LO C AL N orthing 861818.742sft Easting 1666875.763sft Elevation 893.300sft U tilized H orz and Vert Q uality Survey quality Point U 2579B-8 G PS Latitude 36?06’46.90138"N Longitude 80?08’00.71711"W H eight 778.296sft N orthing 861955.088sft Easting 1665179.317sft Elevation 884.783sft H orz error 0.101sft Vert error 0.067sft 3D error 0.122sft Point U 2579B-8 LO C AL N orthing 861955.185sft Easting 1665179.344sft Elevation 884.850sft U tilized H orz and Vert Q uality Survey quality Point U 2579B-9 G PS Latitude 36?06’49.78833"N Longitude 80?08’55.41020"W H eight 714.479sft N orthing 862298.609sft Easting 1660695.139sft Elevation 821.142sft H orz error 0.071sft Vert error 0.088sft 3D error 0.113sft Point U 2579B-9 LO C AL N orthing 862298.542sft Easting 1660695.161sft Elevation 821.230sft U tilized H orz and Vert Q uality Survey quality Point U 2579B-10 G PS Latitude 36?06’50.58887"N Longitude 80?09’10.54199"W H eight 729.478sft N orthing 862393.955sft Easting 1659454.533sft Elevation 836.189sft H orz error 0.074sft Vert error 0.119sft 3D error 0.140sft Point U 2579B-10 LO C AL N orthing 862393.881sft Easting 1659454.537sft Elevation 836.070sft U tilized H orz and Vert Q uality Survey quality Point BL-21 G PS Latitude 36?06’13.76877"N Longitude 80?08’00.73239"W H eight 800.390sft N orthing 858604.732sft Easting 1665139.800sft Elevation 906.741sft H orz error 0.049sft Vert error 0.001sft 3D error 0.049sft Point BL-21 N orthing 858604.777sft Easting 1665139.780sft Elevation 906.740sft U tilized H orz and Vert Q uality Survey quality Point U 2579AB-1 G PS Latitude 36?05’35.79056"N Longitude 80?08’08.30858"W H eight 832.735sft N orthing 854771.500sft Easting 1664474.164sft Elevation 938.953sft H orz error 0.041sft Vert error 0.013sft 3D error 0.044sft Point U 2579AB-1 Local N orthing 854771.471sft Easting 1664474.194sft Elevation 938.940sft U tilized H orz and Vert Q uality Survey quality DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "U2579C-1" WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 876419.285(ft) EASTING: 1651591.602(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99995453 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "U2579C-1" TO -L- STATION 478+00.00 IS S 71 38’00" E 6933.9132 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 -------------------------------------------------------------------------------- U pdated default projection not requested U pdated D efault Projection (Transverse M ercator) D efinition -------------------------------------------------------------------------------- D atum Transform ation com putation not requested D atum Transform ation Param eters -------------------------------------------------------------------------------- This file is to aid in the use of R eal Tim e Kinem atic (R TK) G PS during construction layout. Please take care in utilizing these coordinates to elim inate confusion of the tw o system s. w hich is very sim ilar to N orth C arolina Zone 3200 from w hich it is derived. The N orth C arolina D epartm ent of Transportation uses a Localized C oordinate System -------------------------------------------------------------------------------- H eight 870.594 Site Scale Factor 1.000045472 Longitude 80 10’48.38377" W Latitude 36 09’08.35562" N Localized around U 2579C -1 LO C AL SITE IN FO R M ATIO N -------------------------------------------------------------------------------- H eight U nits U S survey feet D istance U nits U S survey feet C oordinate U nits U S survey feet Vertical D atum G eoid M odel G eoid03 (C onus) N C Sub G rid H orizontal D atum N AD 1983 (C onus) C oordinate System U S State Plane 1983 Zone N orth C arolina 3200 U ser nam e tbovender D ate & Tim e 12:41:06 PM 12/11/2007 TIP N um ber Project : U 2579B FieldC alibration G PS C alibration R eport M axim um error R oot M ean Square error Point H orizontal 0.137sft 0.025 U 2579B-4 G PS Vertical 0.119sft 0.020 U 2579B-10 G PS Three-dim ensional 0.155sft 0.032 U 2579B-4 G PS FIN AL N OTES: 1. TH E SITE CALIBRATION SH OW N IS BASED U PON A N ETW ORK TIED TO TH E H ARN (H IGH ACCU RACY REFEREN CE N ETW ORK) N AD 83/95 ADJU STM EN T. TH IS CALIBRATION W ILL ALLOW TH E EN D U SER TO W ORKW ITH IN TH E SAM E COORDIN ATE SYSTEM W H EN U SIN G RTK (REAL TIM E KIN EM ATIC) GPS AN D A LOCAL BASE STATION . IF AN OTH ER SYSTEM SU CH AS VRS (VIRTU AL REFEREN CE STATION ) IS U SED, ADDITION AL FIELD TIES M AY BE N EEDED TO REDU CE POSSIBLE ERRORS, OR BIASES. 2. TH E CON TROL DATA FOR TH IS PROJECT CAN BE FOU N D ELECTRON ICALLY BY SELECTIN G PROJECT CON TROL DATA AT: TH E FILES TO BE FOU N D ARE AS FOLLOW S: U 2579B_LS_GPSCALIB_071217.H TM L U 2579B_LS_W GS84_071217.TXT U 2579B_LS_LOCAL_071217.TXT U 2579B_LS_CON TROL_071217.TXT H TTP://W W W .N CDOT.ORG/DOH /PRECON STRU CT/H IGH W AY/LOCATION /PROJECT/ SHEET N O .PRO JECT REFEREN CE NO . 6 / 2 / 9 9 1 6 - D E C - 2 0 1 3 1 1 : 4 1 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ l s _ 1 e . d g n $ $ $ $ U S E R N A M E $ $ $ $ Location and Surveys N OTE: DRAW IN G N OT TO SCALE SU RVEY CON TRO L SH EET U -2579B U-2579B 1E DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "U2579C-1" WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 876419.285(ft) EASTING: 1651591.602(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99995453 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "U2579C-1" TO -L- STATION 478+00.00 IS S 71 38’00" E 6933.9132 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 TH E W GS84 AN D LOCAL FILES ARE COM M A DELIM ITED AN D CAN BE U SED TO REPRODU CE TH E SITE CALIBRATION FOR TH E EN D U SER’S GPS EQU IPM EN T. IF FU RTH ER IN FORM ATION IS N EEDED, PLEASE CON TACT TH E LOCATION AN D SU RVEYS U N IT. 62 BL-62 857921.3035 1665301.1740 921.71 682+14.73 512.82 LT 61 BL-61 858269.2881 1665453.6752 935.33 678+42.46 444.74 LT 60 BL-60 858773.4176 1665478.8068 892.61 674+24.40 199.39 LT 59 BL-59 859166.6533 1665570.3378 870.59 670+44.95 101.67 LT 58 BL-58 859452.5755 1665636.2271 840.15 667+60.65 50.79 LT 57 BL-57 859696.7794 1665682.7207 865.82 665+16.69 12.37 LT 56 BL-56 860035.6198 1665759.2873 872.09 661+69.99 7.40 RT 55 BL-55 860650.1377 1665903.7797 919.89 655+38.58 5.61 RT 54 BL-54 860906.9530 1666066.1526 934.37 652+51.91 95.07 LT 53 BL-53 861472.3289 1666069.6751 925.28 646+99.70 26.15 RT 52 BL-52 861914.1300 1666379.8520 893.60 642+08.60 192.49 LT 51 BL-51 862578.8310 1666211.5370 858.44 635+81.61 80.30 RT 50 BL-50 862783.5520 1666288.6850 848.29 633+67.62 31.50 RT 49 BL-49 862956.6260 1666344.9590 832.85 631+88.77 3.03 LT 48 BL-48 863420.4650 1666376.6100 824.44 627+23.99 13.57 RT 47 BL-47 863708.7170 1666437.2610 862.94 624+31.87 23.63 LT 46 BL-46 863878.8700 1666470.1900 861.93 622+60.26 45.16 LT 45 BL-45 864099.8880 1666471.0880 839.68 620+40.05 33.98 LT 44 BL-44 864347.1850 1666470.9430 852.86 617+93.39 23.83 LT 43 BL-43 865029.1770 1666467.8690 877.26 611+11.87 1.17 RT 42 BL-42 865540.7110 1666485.1420 899.27 606+00.05 0.35 RT 41 BL-41 866369.2240 1666133.1630 943.06 597+43.94 345.57 RT 40 BL-40 867297.1820 1665946.1350 955.28 587+33.01 376.59 RT 39 BL-39 867741.4220 1666381.6040 945.66 584+21.42 165.32 LT 38 BL-38 868112.2800 1665976.0620 936.79 579+36.90 88.31 RT 37 BL-37 868667.1750 1665805.7370 901.81 573+57.69 3.98 RT 36 BL-36 869135.0940 1665515.9770 887.39 568+06.44 10.89 RT 35 BL-35 869478.4310 1665275.8910 877.45 563+86.90 4.08 RT 34 BL-34 869934.3050 1664880.8090 847.26 557+82.99 3.15 RT 33 BL-33 870126.8150 1664746.5080 869.03 555+52.72 38.69 LT 32 BL-32 870230.7240 1664583.7180 889.05 553+63.34 4.52 LT 31 BL-31 870423.9050 1664375.8020 906.31 550+80.31 16.97 LT 30 BL-30 870579.1130 1664140.9280 925.42 547+99.82 3.22 RT 29 BL-29 870857.4860 1663735.1740 904.58 543+07.62 2.91 LT 28 BL-28 871031.0730 1663445.9460 918.87 539+70.32 0.87 LT 27 BL-27 871119.9440 1663302.1990 924.41 538+01.32 2.18 LT 26 BL-26 871276.9540 1663053.2350 938.30 535+07.03 7.08 LT 25 BL-25 871468.8120 1662719.2670 914.04 531+21.99 2.38 RT 24 BL-24 871634.4530 1662451.8220 881.20 528+07.41 0.30 LT 23 BL-23 871836.8190 1662112.5610 894.62 524+12.40 2.93 RT 22 BL-22 871920.0360 1661978.2870 887.72 522+54.43 1.53 RT 21 BL-21 872068.7040 1661733.8810 917.22 519+68.36 1.40 RT 20 BL-20 872234.7680 1661459.2620 940.28 516+47.44 2.08 RT 19 BL-19 872558.9160 1660922.8630 898.68 510+20.70 3.60 RT 18 BL-18 872875.7590 1660386.8370 896.12 503+98.08 11.17 RT 17 BL-17 873180.1780 1659901.4390 922.50 498+25.18 3.07 RT 16 BL-16 873341.9280 1659648.9150 911.40 495+25.38 4.04 LT 15 BL-15 873595.3100 1659209.9120 943.67 490+18.63 7.39 RT 14 BL-14 873813.1870 1658860.3820 933.23 486+06.78 2.69 RT 2 U2579B-2 874112.2770 1658607.1060 910.76 482+35.02 121.40 LT 13 BL-13 874480.5922 1657767.3061 859.16 473+26.06 0.07 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BL 521 BY8-521 869249.1820 1664996.6180 905.01 563+96.28 365.28 RT 410 BY7-520 867671.0010 1664962.5010 924.54 579+61.51 1193.55 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY8 520 BY7-520 867671.0010 1664962.5010 924.54 OUTSIDE PROJECT LIMITS 519 BY7-519 867593.9210 1665530.1410 937.99 25+24.97 26.99 LT 409 BL-39 867741.4220 1666381.6040 945.66 16+69.77 85.23 LT 408 U2579B-3 868184.5930 1666923.1750 947.62 OUTSIDE PROJECT LIMITS 518 BY7-518 868682.7900 1667450.8110 956.27 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y2A STATION OFFSET BY7 407 BL-37 868667.1750 1665805.7370 901.81 573+57.69 3.98 RT 517 BY6-517 869299.4550 1665782.3150 904.12 568+17.44 301.88 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY6 516 BY5-516 870477.2190 1664080.7170 917.60 548+11.59 121.00 RT 406 BL-31 870423.9050 1664375.8020 906.31 550+80.31 16.97 LT 515 BY5-515 870261.1110 1664994.0960 859.34 556+34.62 307.43 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY5 514 BY4-514 870723.5810 1663184.3930 925.15 539+06.47 397.73 RT 405 BL-26 871276.9540 1663053.2350 938.30 535+07.03 7.08 LT 513 BY4-513 872140.4100 1663143.4860 925.25 531+35.78 791.86 LT 512 BY4-512 873506.9080 1662409.8550 940.43 517+99.23 1578.72 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY4 429 BY3-509 871757.6910 1660888.5350 943.28 27+57.36 22.97 RT 511 BY3B-511 871524.0940 1660844.5770 941.06 29+86.66 40.20 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET BY3B 510 BY3-510 870936.2960 1660560.7650 939.83 OUTSIDE PROJECT LIMITS 509 BY3-509 871757.6910 1660888.5350 943.28 27+57.36 22.97 RT 403 BL-20 872234.7680 1661459.2620 940.28 20+17.19 15.98 LT 508 BY3-508 872631.2110 1661856.2270 942.11 14+64.15 37.15 LT 507 BY3-507 873877.6100 1662029.3370 955.77 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET BY3 506 BY2-506 872492.7960 1657372.5070 865.09 480+20.88 1903.72 RT 505 BY2-505 872636.6880 1658350.9080 914.30 487+82.31 1272.69 RT 402 BL-15 873595.3100 1659209.9120 943.67 490+18.63 7.39 RT 504 BY2-504 873970.8370 1659904.2090 946.14 494+16.98 674.07 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY2 503 BY1-503 872130.2030 1657007.9340 880.69 58+33.62 20.74 LT 502 BY1-502 873045.7120 1657721.3990 890.65 46+73.25 2.60 LT 401 U2579B-2 874112.2770 1658607.1060 910.76 32+86.76 3.62 LT 501 BY1-501 874918.7040 1659340.2020 893.07 21+97.42 49.83 LT 400 U2589B-1 875565.1420 1659876.6410 919.53 13+57.45 24.24 LT 500 BY1-500 876429.8630 1660600.3490 946.30 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET BY1 413 BL-39 867741.4220 1666381.6040 945.66 584+21.42 165.32 LT 528 BY10C-528 867958.2570 1667039.3110 939.95 584+15.47 857.82 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY10C 527 BY10-527 866984.8150 1664726.9800 939.05 39+32.39 18.31 LT 526 BY10-526 867154.5320 1665453.1690 949.64 31+89.63 21.48 LT 412 BL-39 867741.4220 1666381.6040 945.66 20+94.83 52.29 RT 525 BY10-525 868154.3950 1667362.2930 949.30 10+36.29 56.31 LT 524 BY10-524 868746.6600 1668213.0310 950.36 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET BY10 523 BY9-523 867069.0160 1664859.5140 942.01 50+18.56 10.60 LT 522 BY9-522 867201.0230 1665364.1180 946.89 44+98.38 11.20 LT 411 BL-39 867741.4220 1666381.6040 945.66 33+47.27 17.73 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION SRR STATION OFFSET BY9 FIN AL **************************************** Y1 STATION 58+42 354 RIGHT N 872364 E 1656715 CREEK RD. 27’ OFF OF WEST EP OF OLD BELEWS R/R SPIKE SET IN BASE OF 18" OAK, BM#1 ELEVATION = 884.23 **************************************** **************************************** N 35 38’ 34.2" E Dist 468.59 Y1 STATION 10+00 N 876236 E 1660360 MAPLE 17’ OFF OF NORTH EP OF US-158 R/R SPIKE SET IN ROOT OF 28" FORKED BM#2 ELEVATION = 942.32 **************************************** **************************************** L STATION 513+19 1433 LEFT N 873632 E 1661924 WEST EP OF WALKERTOWN-GUTHRIE RD. LIGHT BAPTIST CHURCH 14’ OFF OF GUTTER AT ENTRANCE TO GOSPEL R/R SPIKE SET IN CONC. CURB AND BM#3 ELEVATION = 953.40 **************************************** **************************************** L STATION 523+22 1235 LEFT N 872942 E 1662678 12’ OFF OF WEST EP OF MORRIS RD. R/R SPIKE SET IN BASE OF 24’ OAK BM#4 ELEVATION = 935.13 **************************************** **************************************** L STATION 557+12 427 LEFT N 870288 E 1665137 LAKE TRAIL OAK 19’ OFF OF NORTH EP OF WESTN R/R SPIKE SET IN BASE OF 42" FORKED BM#5 ELEVATION = 866.68 **************************************** **************************************** L STATION 564+11 311 RIGHT N 869271 E 1665048 PERCH TRAIL 38’ OFF OF NORTH EP OF ROBBINS R/R SPIKE SET IN BASE OF 18" OAK BM#6 ELEVATION = 900.49 **************************************** **************************************** SRR STATION 22+73 21 RIGHT N 868295 E 1667303 INTERSECTION W/ WEST MOUNTAIN ST. ON WEST SIDE OF BAGLEY RD. @ SE PAINTED BOLT IN R/R CROSS BAR BM#7 ELEVATION = 956.89 **************************************** **************************************** L STATION 616+14 483 LEFT N 864512 E 1666936 24’ OFF OF NORTH EP OF REGENTS PARK RD. R/R SPIKE SET IN BASE OF 24" BURCH BM#8 ELEVATION = 881.42 **************************************** **************************************** L STATION 637+58 702 RIGHT N 862500 E 1665571 OF GERRY RD. RACHEL ST. -BY14- @ INTERSECTION R/R SPIKE SET IN PAVEMENT OF BM#9 ELEVATION = 899.76 **************************************** **************************************** Y5 STATION 11+66 26 RIGHT N 860489 E 1667600 HILL RD. OAK 10’ OFF OF EAST EP OF HASTINS R/R SPIKE SET IN ROOT OF 30" WILLOW BM#10 ELEVATION =935.89 **************************************** N OTES: 1. TH E SITE CALIBRATION SH OW N IS BASED U PON A N ETW ORK TIED TO TH E H ARN (H IGH ACCU RACY REFEREN CE N ETW ORK) N AD 83/95 ADJU STM EN T. TH IS CALIBRATION W ILL ALLOW TH E EN D U SER TO W ORKW ITH IN TH E SAM E COORDIN ATE SYSTEM W H EN U SIN G RTK (REAL TIM E KIN EM ATIC) GPS AN D A LOCAL BASE STATION . IF AN OTH ER SYSTEM SU CH AS VRS (VIRTU AL REFEREN CE STATION ) IS USED, ADDITION AL FIELD TIES M AY BE N EEDED TO REDU CE POSSIBLE ERRORS, OR BIASES. 2. TH E CON TROL DATA FOR TH IS PROJECT CAN BE FOU N D ELECTRON ICALLY BY SELECTIN G PROJECT CON TROL DATA AT: TH E FILES TO BE FOU N D ARE AS FOLLOW S: U 2579B_LS_GPSCALIB_071217.H TM L U 2579B_LS_W GS84_071217.TXT U 2579B_LS_LOCAL_071217.TXT U 2579B_LS_CON TROL_071217.TXT H TTP://W W W .N CDOT.ORG/DOH /PRECON STRU CT/H IGH W AY/LOCATION /PROJECT/ SHEET N O .PRO JECT REFEREN CE NO . 6 / 2 / 9 9 1 6 - D E C - 2 0 1 3 1 1 : 4 1 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ l s _ 1 f . d g n $ $ $ $ U S E R N A M E $ $ $ $ Location and Surveys N OTE: DRAW IN G N OT TO SCALE SU RVEY CON TRO L SH EET U -2579B U-2579B 1F DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "U2579C-1" WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 876419.285(ft) EASTING: 1651591.602(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99995453 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "U2579C-1" TO -L- STATION 478+00.00 IS S 71 38’00" E 6933.9132 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 TH E W GS84 AN D LOCAL FILES ARE COM M A DELIM ITED AN D CAN BE U SED TO REPRODU CE TH E SITE CALIBRATION FOR TH E EN D U SER’S GPS EQU IPM EN T. IF FU RTH ER IN FORM ATION IS N EEDED, PLEASE CON TACT TH E LOCATION AN D SU RVEYS U N IT. 561 BY17-561 862879.8960 1662103.3270 855.77 OUTSIDE PROJECT LIMITS 560 BY17-560 862589.5820 1662386.3650 881.81 OUTSIDE PROJECT LIMITS 559 BY17-559 862260.3430 1662528.1310 898.66 OUTSIDE PROJECT LIMITS 558 BY17-558 861624.9800 1662811.0040 899.76 OUTSIDE PROJECT LIMITS 557 BY17-557 861349.1760 1663433.4920 914.70 OUTSIDE PROJECT LIMITS 556 BY17-556 861259.3690 1664179.7680 927.10 OUTSIDE PROJECT LIMITS 555 BY17-555 861000.6910 1665374.5580 923.08 34+51.21 18.22 LT 423 BL-54 860906.9530 1666066.1526 934.37 27+55.06 26.07 RT 554 BY17-554 860684.2984 1666736.5504 941.16 20+50.42 21.21 LT 553 BY17-553 860538.5346 1667421.6769 935.94 13+51.50 25.23 RT 552 BY17-552 860346.5342 1667955.8719 929.51 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET BY17 10 U2579B-10 862393.8810 1659454.5370 836.07 OUTSIDE PROJECT LIMITS 9 U2579B-9 862298.5420 1660695.1610 821.23 146+24.87 30.88 LT 551 BY16-551 862249.0870 1661414.2780 832.76 139+04.08 24.55 LT 550 BY16-550 862172.8450 1662390.6940 872.67 129+24.70 25.02 LT 549 BY16-549 862152.4420 1663289.1930 895.45 120+27.31 24.15 RT 548 BY16-548 862036.7340 1664165.1230 889.03 111+45.05 23.44 LT 8 U2579B-8 861955.1850 1665179.3440 884.85 101+27.56 26.28 LT 133 BL-52 861914.1300 1666379.8520 893.60 89+27.48 25.67 RT 7 U2579B-7 861818.7420 1666875.7630 893.30 84+25.67 31.06 LT 547 BY16-547 861728.7350 1668130.4650 875.65 71+67.77 23.73 LT 546 BY16-546 861616.8460 1669575.7410 850.59 57+18.17 23.46 LT 545 BY16-545 861531.5670 1670683.4880 860.50 46+07.14 22.78 LT 6 U2579B-6 861435.2090 1671817.3030 891.85 34+69.27 31.13 LT 5 U2579B-5 861341.2660 1673030.7850 918.90 22+52.16 30.91 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y4WB STATION OFFSET BY16 544 BY15B-544 862261.7170 1663673.7090 908.06 116+52.40 162.85 RT 422 BY15-542 862274.5570 1662769.5400 895.75 125+54.85 105.70 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y4WB STATION OFFSET BY15B 543 BY15A-543 862241.0400 1664301.0870 887.99 110+25.30 190.77 RT 421 BY15-540 862136.1110 1664523.5220 872.27 107+95.42 103.37 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y4WB STATION OFFSET BY15A 420 BY17-559 862260.3430 1662528.1310 898.66 127+94.44 72.85 RT 542 BY15-542 862274.5570 1662769.5400 895.75 125+54.85 105.70 RT 541 BY15-541 862159.9890 1663843.0320 907.62 114+75.72 74.53 RT 540 BY15-540 862136.1110 1664523.5220 872.27 107+95.42 103.37 RT 539 BY15-539 862048.5470 1665285.3270 900.48 100+29.12 75.00 RT 538 BY15-538 862013.4480 1665775.6380 889.41 95+37.57 77.95 RT 419 BY13-537 862847.8980 1665373.6200 905.34 100+02.94 878.79 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y4WB STATION OFFSET BY15 536 BY14-536 862629.4630 1665760.3960 880.62 635+95.78 534.07 RT 418 BL-51 862578.8310 1666211.5370 858.44 635+81.61 80.30 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY14 537 BY13-537 862847.8980 1665373.6200 905.34 634+24.74 947.15 RT 535 BY13-535 863036.9340 1665764.2920 869.64 631+76.97 583.05 RT 534 BY13-534 863085.9790 1666097.1000 851.98 630+87.91 258.03 RT 417 BL-49 862956.6260 1666344.9590 832.85 631+88.77 3.03 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY13 533 BY12-533 863802.7380 1666255.6600 857.73 623+50.31 164.05 RT 416 BL-46 863878.8700 1666470.1900 861.93 622+60.26 45.16 LT 532 BY12-532 863832.5420 1666898.1940 876.52 622+79.68 475.21 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY12 415 BL-44 864347.1850 1666470.9430 852.86 617+93.39 23.83 LT 530 BY11-530 864318.0230 1666601.0320 862.75 618+18.03 154.83 LT 531 BY11-531 864467.4530 1666904.1690 883.83 616+59.28 452.96 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY11 414 BY10-526 867154.5320 1665453.1690 949.64 587+49.64 889.57 RT 529 BY10D-529 866890.7600 1665115.8010 946.98 589+70.43 1278.65 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY10D 428 BY17-558 861624.9800 1662811.0040 899.76 124+63.26 484.73 LT 568 BY21-568 861499.7550 1662484.6960 868.91 127+78.90 634.82 LT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y4EB STATION OFFSET BY21 567 BY20-567 861723.0500 1663959.2160 913.19 649+24.02 2141.15 RT 427 BY17-556 861259.3690 1664179.7680 927.10 653+31.29 1822.31 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY20 426 BY17-556 861259.3690 1664179.7680 927.10 653+31.29 1822.31 RT 566 BY19-566 860784.0110 1664251.2450 905.20 657+78.53 1646.10 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY19 565 BY18A-565 861003.7781 1667499.0310 926.65 14+03.85 493.95 RT 425 BY18-562 860885.4838 1667404.8146 937.71 14+62.27 354.46 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET BY18A 564 BY18-564 861426.0247 1668207.0326 879.86 OUTSIDE PROJECT LIMITS 563 BY18-563 861414.6149 1667510.7937 898.33 15+04.48 892.44 RT 562 BY18-562 860885.4838 1667404.8146 937.71 14+62.27 354.46 RT 424 BY17-553 860538.5346 1667421.6769 935.94 13+51.50 25.23 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET BY18 FIN AL DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS CL 4’ FDPS 4’ FDPS TYPICAL SECTIO N N O . 2 -Y1- (US 158 REIDSVILLE RD) PO IN T G RADE 2: 1 6:1 4 :1 6:1 18’ F O R C U T S H I N G E P O I N T 16’ 6:1 G RO UN D O RIG IN AL G RO UN D O RIG IN AL2: 1 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-AU-2579 B W W W /G RW/G R .08.02.02.08 13’ 10’12’12’10’ 13’ G RADE TO THIS LIN E VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL USE TYPICAL SECTIO N N O . 2:VAR. 0’-12’0’-12’ VAR. VAR. 30’ 6’ USE 3" O VERLAY O N EXISTIN G RO AD: -Y1- STA. 52+85.00 TO STA. 54+00.00 -Y1- STA. 49+00.00 TO STA. 52+85.00 18" .02 .02 .02.02 CL W /G R 13’ W /G R 12’12’12’12’ 4’ FDPS 4’ FDPS -Y1- (US 158 REIDSVILLE RD) G RADE TO THIS LIN E 10’ 13’ 10’ PO IN T G RADE 2: 1 6:1 4 :1 6:1 18’ F O R C U T S H I N G E P O I N T VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 16’ 6:1 G RO UN D O RIG IN AL G RO UN D O RIG IN AL2: 1 30’ .08 .08 EO P EO P VAR. 6’ 78’ 18" TYPICAL SECTIO N N O . 3 -Y1- STA. 42+25.00 TO STA. 49+00.00 USE TYPICAL SECTIO N N O . 3: -Y1- STA. 14+32.71 TO STA. 21+71.59 .02 .02 VAR. 0’-15’ VAR. 0’-15’ .02 .02 -Y1- STA. 10+00.00. TO STA. 14+32.71 T E3D5 C3C3 E3 D5U C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT J2 J2 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER T6"6" A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC TT C3 D5 D5 C3 E3 E3 J2 J2 6"6" 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-BU-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS .02.02 CL USE TYPICAL SECTIO N N O . 5: W /G R 13’ W /G R 12’12’12’12’ 4’ FDPS 4’ FDPS 5A -Y1- (US 158 REIDSVILLE RD) G RADE TO THIS LIN E 10’ 13’ 10’ PO IN T G RADE 2: 1 6:1 4 :1 6:1 18’ F O R C U T S H I N G E P O I N T VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 16’ 6:1 G RO UN D O RIG IN AL G RO UN D O RIG IN AL2: 1 30’ .08 .08 EO P EO P .02 .02.02.02 CL W /G R 13’ W /G R 12’12’12’12’ 4’ FDPS 4’ FDPS TYPICAL SECTIO N N O . 4 -Y1- (US 158 REIDSVILLE RD) G RADE TO THIS LIN E 10’ 13’ 10’ PO IN T G RADE 2: 1 6:1 4 :1 6:1 18’ F O R C U T S H I N G E P O I N T VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 16’ 6:1 G RO UN D O RIG IN AL G RO UN D O RIG IN AL2: 1 30’ .08 .08 EO P EO P 0.75’0.75’ USE TYPICAL SECTIO N N O . 4: VAR. VAR. VARIES 78’-90’ 6’ 6’ .02.02 PO IN T G RADE 15’15’ 0.75’ 0.75’ CL -Y1- (US 158 REIDSVILLE RD) .02.02 PO IN T G RADE 0.75’0.75’ TYPICAL SECTIO N N O . 5 IN SET FO R DUAL LEFTS 15’15’ -Y1- (US 158 REIDSVILLE RD) IN SET FO R LEFT TURN CL 4A 78’ 15’15’ 18’12’ PO IN T G RADE .02.02 PO IN T G RADE 0.75’0.75’ M O NO . CO N C. ISLAND -Y1- STA. 21+71.59 TO STA. 26+57.71 -Y1- STA. 39+57.26 TO STA. 42+25.00 -Y1- STA. 21+71.59 TO STA. 32+69.50+/- (BEG . APPR. SLAB) 18"18" 18"18" 15’15’ VARIES 4.5’ TO 28.5’ .02 -Y1- STA. 32+69.50+/- (BEG . APPR. SLAB) .02 VAR. 0’-12’ PARTIAL TYPICAL SECTIO N N O . PARTIAL TYPICAL SECTIO N N O . 5A: USE IN CO N JUN TIO N W ITH T.S. N O . 5 -Y1- STA. 34+27.26 TO STA. 39+57.26 VAR. 0’-12’ VAR. 28.5’ TO 6’ VAR. 0’-12’ 4.5’ TO STA. 39+57.26 .02 .02 USE IN CO N JUN TIO N W ITH N O . 4 PARTIAL TYPICAL SECTIO N N O . PARTIAL TYPICAL SECTIO N N O .4A : TT C3 E3D5 D5 C3 E3 TT C3 D5 D5 C3 E3 E3 J2 J2 R1R1 R3 R1R1 R3 6"6"J2J2 6"6"6"6" 6"6" C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-CU-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS CL USE TYPICAL SECTIO N N O . 7: TYPICAL SECTIO N N O . G RADE PO IN T FDPS FDPS 6:1 6:1 8’ VC 2: 1 6:1 2: 1 VAR. 10’6’18’12’12’30’ 15’ W /G R F O R C U T S H I N G E P O I N T O RIG IN AL G RO UN D VARIABLE SLO PE THIS LIN E G RADE TO 4’4’ 4’ .02 .08.02.08 G RO UN D O RIG IN AL G RO UN D O RIG IN AL VAR. -Y1RPA- STA. 14+53.46 TO 29+63.93 -Y1RPD- STA. 14+53.92 TO 31+70.50 .02 CL .02.08 G RADE PO IN T 4’ FDPS 6" THIS LIN E G RADE TO 8’ 12’14’ C&G 2’ 17" 6:1 6:1 8’ VC 18’ 4: 1 10’6’ G RO UN D O RIG IN AL 6:1 4: 1 G RO UN D O RIG IN AL .02 -Y1LPA- STA. 12+31.88 TO 20+37.67 -Y1LPD- STA. 12+31.88 TO 21+09.84 H I N G E P O I N T F O R C U T S VARIABLE SLO PE G RO UN D O RIG IN AL 17’ W /G R 12’-36’ VAR. LO O P (-Y1LPA-, -Y1LPD-) VAR. TYPICAL SECTIO N N O . 6 20’-44’ USE TYPICAL SECTIO N N O . 6: VAR. VAR. 16’-40’ 12’-36’ RAM P (-Y1RPA-, -Y1RPD-) 7 17" 6"6" 1’ TTD4 C2 J3 T T C2 D4 J3 R2 C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC .02 .02.08 THIS LIN E G RADE TO 11’11’ CL -Y1DET- G RO UN D G RO UN D O RIG IN AL 6:1 2: 1 G RO UN D O RIG IN AL 8’8’8’ 38’ PO IN T G RADE 10’W /G R 10’W /G R V A R. (N C 158 DET.) .08 CL 14’ .02.08 4’ G RADE PO IN T FDPS G RO UN D O RIG IN AL 30’ 6:1 2:1 G RO UN D O RIG IN AL .02 CL .02 G RADE PO IN T THIS LIN E G RADE TO 8’ 14’ C&G 2’ TYPICAL SECTIO N N O . 8 17"G RO UN D O RIG IN AL 30’ 6:1 4: 1 G RO UN D O RIG IN AL .02 17’ W /G R 12’-36’ VAR. LO O P (-Y1LPA-, -Y1LPD-) VAR. 6’-10’ .02 VAR. 24’-36’ VAR. 28’-40’ VAR.VAR. 4’4’ THIS LIN E G RADE TO -Y1LPA- STA. 20+37.67 TO 21+65.14 -Y1LPD- STA. 21+09.84 TO 22+21.40 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-DU-2579 B 14’-18’20’-44’ 4’ USE TYPICAL SECTIO N N O . 8: -Y1RPA- STA. 29+63.93 TO 30+89.92 -Y1RPD- STA. 31+70.50 TO 32+81.06 USE TYPICAL SECTIO N N O . 9: O RIG IN AL 6:1 2: 1ORIGINAL G RO UN D V A R. VAR. VAR. RAM P (-Y1RPA-,-Y1RPD-) TYPICAL SECTIO N N O . 9 -Y1DET.- STA. 10+00.00 (=Y1 STA. 11+88.83) TO STA. 49+80.05 (=Y1 STA. 51+09.25, 4.18’ LT ) 17" 6" FDPS 2’ FDPS 2’ 6"6" .02.02 .02 .02 11.5" 1’ 4:1 T T C3 D2 J1 T C2 J3 T C2 D4 J3 R2 R3 D4 C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC -Y2- STA. 10+00.00 TO 17+40.00 -Y2- STA. 23+20.00 TO 29+75.00 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-EU-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS -Y2- STA. 17+40.00 TO 18+99.25+/-(BEG . BR) -Y2- STA. 21+41.18+/-(EN D BR) TO 23+20.00 CL TYPICAL SECTIO N N O . 10 -Y2- (W ALKERTO W N -G UTHRIE RD) 2’ FDPS 2’ FDPS W /G RW/G R PO IN T G RADE G RADE TO THIS LIN E U W .08 .02 .02 .08 12’12’ CL 24’ 8’ 11’ 8’ 11’ TYPICAL SECTIO N N O . 11 -Y2- (W ALKERTO W N -G UTHRIE RD) 2’ FDPS 2’ FDPS W /G RW/G R PO IN T G RADE G RADE TO THIS LIN E .08 .02 .02 .08 USE TYPICAL SECTIO N N O . 11: 12’12’8’8’ 11’11’ 24’ 2: 1 6:1 4 :1 6:1 18’ F O R C U T S H I N G E P O I N T VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 16’ 6’ 2: 1 6:1 4 :1 6:1 18’ F O R C U T S H I N G E P O I N T VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 16’ 6’ 6:1 G RO UN D O RIG IN AL G RO UN D O RIG IN AL2: 1 30’ VAR. 6:1 G RO UN D O RIG IN AL G RO UN D O RIG IN AL2: 1 30’ VAR. 9.5" 9.5" USE TYPICAL SECTIO N N O . 10: C2 D1D1 E2E2 T T C2 D1 E2 T T C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS CL TYPICAL SECTIO N N O . W /G RW/G R U .08 .08 12’12’ 24’ 2: 1 6:1 4:1 VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 6:1 G RO UN D O RIG IN AL G RO UN D O RIG IN AL2: 1 30’ VAR. EXIST.EXIST. THIS LIN E G RADE TO -Y2A- (PISG AH CHURCH RD) -Y2A- STA. 16+00.00 TO 22+00.00 8’ CL TYPICAL SECTIO N N O . W /G RW/G R U .08 .08 12’12’8’8’ 11’11’ 24’ 6:1 G RO UN D O RIG IN AL G RO UN D O RIG IN AL2: 1 30’ VAR. EXIST.EXIST. THIS LIN E G RADE TO -Y3- (W EST M O UN TAIN RD) FDPS FDPS -Y3- STA. 18+25.00 TO 26+25.00 12’1.5’ EXIST. THIS LIN E G RADE TO EXIST. W ALL M SE U 12’ LAN E. FUTURE CL -Y3- STA. 21+03.71+/- TO 24+32.43+/- LT. CL 12’8’1.5’ EXIST. THIS LIN E G RADE TO U BRIDG E PIER -Y3- STA. 21+84.89 +/- TO 23+54.38 +/- RT. -Y3--Y3- 0’-4’ VAR. 0’-4’ VAR. 2: 1 6:1 4 :1 6:1 12’ F O R C U T S H I N G E P O I N T VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 16’ 6’ M IN . 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-EAU-2579 B 9.5" 9.5" 9.5" 9.5" 45.5’ 20’ 12’1.5’ EXIST. THIS LIN E G RADE TO U BRIDG E PIER 9.5" 4’ 17.5’ -Y2A- STA. 17+47.09 +/- TO 19+13.54 +/- RT. CL-Y2A- 6’ 9’ 6’ 9’ 30 USE TYPICAL SECTIO N N O . 30: PARTIAL TYPICAL SECTIO N N O . 30A TYPICAL SECTIO N N O . 30: USE IN CO N JUCTIO N W ITH PARTIAL TYPICAL SECTIO N N O . 30B TYPICAL SECTIO N N O . 30: USE IN CO N JUCTIO N W ITH 31 USE TYPICAL SECTIO N N O . 31: PARTIAL TYPICAL SECTIO N N O . 31A TYPICAL SECTIO N N O . 31: USE IN CO N JUCTIO N W ITH C2 D1D1 E2E2 T T C2 D1D1 E2E2 T T D1 E2 C2 D1E2 C2 POINT CROWN POINT CROWN POINT CROWN POINT CROWN C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC D1 E2 C2 POINT CROWN 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-FU-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 12’12’12’12’11’11’ 30’ G RADE TO THIS LIN E G RADE TO THIS LIN E 10’ 12’ 15’ W /G R 10’ CL-Y4- (I-40 / US 421 BUSIN ESS) -Y4- STA. 26+80.00 TO STA. 143+00.00 FDPS FDPSFDPS FDPS 12’ 15’ W /G R 4’4’ 6:1 6:1 H I N G E P O I N T F O R C U T S 8’ VC 18’ O RIG IN AL G RO UN D 2: 1 10’6’ G RO UN D O RIG IN AL 30’ 6:1 2: 1 G RO UN D O RIG IN AL 22"22" SLO PE VARIABLE .04 .02 .02 .04 9’6’9’6’ SHLDR SHLDR .02 .02 .02 .02.02.02.04.04 PO IN T G RADE PO IN T G RADE CL CL -Y4EB- -Y4W B- TYPICAL SECTIO N N O . 12 0’-12’0’-12’ VAR.VAR. VAR. 0’-12’0’-12’ VAR.VAR. 24’-48’ VAR. 24’-48’ VAR. USE TYPICAL SECTIO N N O . 12: H I N G E P O I N T (-Y4EB- & -Y4W B-) F O R F I L L S 6"6" VAR .VAR. .04 G RO UN D O RIG IN AL 30’ 6:1 2: 1 G RO UN D O RIG IN AL VAR. 6" W ALL N O ISE PRO P G RADE TO THIS LIN EGROUND O RIG IN AL 30’ 6:1 2:1 G RO UN D O RIG IN AL .04 VAR. 6" W ALL N O ISE PRO P G RADE TO THIS LIN E TYPICAL SECTIO N N O . 12B USE TYPICAL SECTIO N N O . 12B: TYPICAL SECTIO N N O . 12A USE TYPICAL SECTIO N N O . 12B: 20’4" 12’-3" 20’-4" 12’-3" m in. 13’-9" m in FDPS m in 13’-9" m in FDPS (N O ISEW ALL -N W Y42-) -Y4EB- STA. 130+26.37 TO 143+00.00 LT -Y4- STA 129+53.10 (BEG IN W ALL) TO STA 131+63.57 (EN D W ALL) RT. -Y4- STA 127+93.50 (BEG IN W ALL) TO STA 130+26.37 (EN D W ALL) LT. RESURFACE EXISTIN G (CO N STRUCTED UN DER TIP PRO JECT U-2579G ) N O TE: SEE TIP PRO JECT U-2579G (N O ISEW ALL -N W Y4RPBD2-) -Y4EB- STA. 63+43.06 TO 64+91.92 LT. (81+62.11 -Y4RPBD-) C3D5 E5 U J2 W W U C3 D5 T J2 T E5 WW C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC J2 J2E5 E5D5 D5 E5 TJ2 C3 D5 E5 T J2 C3 D5 C3C3 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-IU-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6:1 12’ 15’ W /G R .02 .02.02.04 CL 6:1 -Y4CD- 12’12’11’ 36’ FDPS 12’ PO IN T G RADE CL 6:1 6:1 H I N G E P O I N T F O R C U T S 8’ VC 15’ O RIG IN AL G RO UN D 2: 1 10’6’ SLO PE VARIABLE 95’ FO R PAYM EN T DESIG N SEE TYPICAL SECTIO N N O . 1 FDPS 12’ 0’-12’ TYPICAL SECTIO N N O . CL G RADE PO IN T FDPSFDPS 6:1 6:1 8’ VC 2:1 6:1 2:1 10’6’15’12’12’30’ O RIG IN AL G RO UN D VARIABLE SLO PE G RADE TO THIS LIN E 4’4’ .02.08 .02 .08 G RO UN D O RIG IN AL G RO UN D O RIG IN AL RAM P (-Y4RPC-) 16’ 12’ J3 VAR. VAR. 4’ 10’ FDPS 12’12’12’ FDPS 4’ 46’ 12’ 14’ 10’ G RADE TO THIS LIN E 15’ W /G R PO IN T G RADE -L- (W IN STO N -SALEM N O RTHERN BELTW AY) -Y4RPC- STA. 13+88.00 - 35+56.52 -Y4CD- STA. 33+92.90+/- (EN D BR.) TO STA. 45+76.53+/- (BEG . BR.) -Y4CD- STA. 47+84.70+/- (EN D BR.) TO STA. 85+65.67 * PAVE TO FACE O F G UARDRAIL -Y4CD- STA. 19+22.07 TO STA. 32+49.05+/- (BEG . BR.) .02 12’ 12’* 6:1 C3 H I N G E P O I N T F O R C U T S 10’ 10’ .02 14’ FDPS 6:1 10’ 12’ 17"6"6" 6" FDPS 20.5" D5 .04 .08 .02 G RO UN D O RIG IN AL 30’ 6:1 2:1 G RO UN D O RIG IN AL .04 VAR. 6" W ALL N O ISE PRO P G RADE TO THIS LIN E TYPICAL SECTIO N N O . 21A USE TYPICAL SECTIO N N O . 21A: 20’-4" 12’-3" m in. 13’-9" m in. FDPS -Y4RPC- STA. 31+09.32 TO 33+89.86 LT (N O ISEW ALL -N W Y41-)21 USE TYPICAL SECTIO N N O . 21: TYPICAL SECTIO N N O . 22 USE TYPICAL SECTIO N N O . 22: FO R -Y4CD- M EDIAN G UARDRAIL LO CATIO N S USE IN CO N JUN CTIO N W ITH T.S. N O . 22 G RO UN D O RIG IN AL 30’ 6:1 2:1 G RO UN D O RIG IN AL .04 VAR. 6" W ALL N O ISE PRO P G RADE TO THIS LIN E 22’-4" 14’-3" m in FDPS TYPICAL SECTIO N N O . 22A USE TYPICAL SECTIO N N O . 22A: m in 15’-9" G RO UN D O RIG IN AL 30’ 6:1 2:1 G RO UN D O RIG IN AL .04 VAR. 6" W ALL N O ISE PRO P G RADE TO THIS LIN E 20’-4" 12’-3" m in FDPS TYPICAL SECTIO N N O . 22B USE TYPICAL SECTIO N N O . 22B: m in 13’-9" -Y4CD- STA. 67+87.59 TO 72+82.89 LT (N O ISEW ALL -N W CD2-) -Y4CD- STA. 19+22.07 TO 30+55.29 LT (13+73.64 -Y4RPA-) (N O ISEW ALL -N W L3-) C3 D5E4J2 TT T T C2D4 6" TJ2 6" T 6" E4 C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC E5 T J2 C3 D5 T J2 C3 D5 E4 T J2 C3 D5 E4 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-JU-2579 B .02 .02 G RADE TO THIS LIN E 11’11’ 11" .08 3:1 O RIG IN AL G RO UN D G RO UN D O RIG IN AL 6:1 2: 1 G RO UN D O RIG IN AL 8’8’3’ 2’PS 2’PS 38’ PO IN T G RADE 10’W /G R 10’W /G R V A R. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 8’ 11’ 8’ 11’ FDPS 4’ FDPS 4’ W /G RW/G R PO IN T G RADE 18’ 6:1 2: 1 2: 1 6:1 4:1 U W VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL G RO UN D O RIG IN AL G RO UN D O RIG IN AL .08 .02 .02 .08 2: 1 6:1 4 :1 6:1 18’ .02.08 .02 .08 CL 8’ 11’ 8’ 11’ FDPS 4’ FDPS 4’ W /G RW/G R F O R C U T S H I N G E P O I N T G RADE PO IN T G RADE TO THIS LIN E 6:1 2: 1 30’16’ 14" G RO UN D O RIG IN AL G RO UN D O RIG IN AL VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL -Y5DET.- STA. 10+00.00 TO 32+32.54 VAR. VAR. 2: 1 6:1 V A R. O RIG IN AL G RO UN D 6’ -Y5- & -Y5A- (HASTIN G S HILL RD) -Y5- & -Y5A- (HASTIN G S HILL RD) VARIES VARIES 12’ - 18’12’ - 18’ VARIES 24’ - 36’ CL VARIES VARIES 12’ - 18’12’ - 18’ VARIES 24’ - 36’ -Y5A- STA. 54+00.00 TO 61+50.00 -Y5A- STA. 79+75.00 TO 81+25.00 -Y5- STA. 32+00.00 TO 33+30.00 -Y5- STA. 16+00.00 TO 17+50.00 -Y5- STA. 17+50.00 TO 22+95.35+/- (BEG . BR.) -Y5- STA. 30+97.13+/- (EN D BR.) TO 32+00.00 -Y5A- STA 69+53.11+/- (EN D BR.) TO 79+75.00 -Y5A- STA. 61+50.00 TO 66+78.58+/- (BEG . BR.) CL-Y5DET- (HASTIN G S HILL RD DETO UR) THIS LIN E G RADE TO 6"6" 6"6" .08 6"6" 14" -Y5- STA 24+06.99+/- (EN D BR.) TO 26+62.28+/- ( BR.) FDPS 4’ 3:1 .06 .06 O RIG IN AL G RO UN D .00 CL-Y5A- PARTIAL TYPICAL USE IN CO N JUN CTIO N W ITH T.S. N O . 22 -Y5- STA. 59+25.00 TO 60+25.00 11’ 35’ 18’ RETAIN IN G W ALL .02 .02 .02 .02 .02 .02 USE TYPICAL SECTIO N N O . 23: SECTIO N N O . 23A TYPICAL SECTIO N N O . 25 USE TYPICAL SECTIO N N O . 25: TYPICAL SECTIO N N O . 24 TYPICAL SECTIO N N O . 23 USE TYPICAL SECTIO N N O . 24: T T C2 J2 C2 D3D3 J2 T T C2 D3 J2 T T J2 P C2 W J2 D3 U C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC T 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-KU-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 2: 1 6:1 4:1 11’11’12’ .02 .02 .08 CL 22’ 6’6’ W /G RW/G R PO IN T G RADE G RADE TO THIS LIN E 6:1 VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 2: 1 -Y6- (G ERRY DR.) 9’9’ .08GROUND O RIG IN AL G RO UN D O RIG IN AL 2: 1 6:1 4:1 .02 .02 .08 CL 18’ 2’2’ W /G RW/G R C2 PO IN T G RADE G RADE TO THIS LIN E 6:1 VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 2: 1 7’7’ .08GROUND O RIG IN AL G RO UN D O RIG IN AL 9’9’8’ -Y7- (ESTHER LN .) 9" -Y7- STA. 10+00.00 TO STA. 13+54.72 USE TYPICAL SECTIO N N O . 25: VAR. VAR. 2: 1 6:1 4:1 11’11’12’ .02 .02 .08 CL 22’ 6’6’ W /G RW/G R PO IN T G RADE G RADE TO THIS LIN E 6:1 VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 2: 1 -Y6- (G ERRY DR.) 9’9’ 7" .08GROUND O RIG IN AL G RO UN D O RIG IN AL USE TYPICAL SECTIO N N O . 26: VAR. -Y6- STA. 10+12.91 TO 12+00.00 -Y6- STA. 15+50.00 TO 38+21.23 -Y6- STA. 12+00.00 TO 15+50.00 11"6"6" 6"6" 2: 1 6:1 4:1 .02 .02 .08 CL 24’ 8’8’ PO IN T G RADE G RADE TO THIS LIN E 6:1 VARIABLE SLO PE G RO UN D O RIG IN AL G RO UN D O RIG IN AL 2: 1 .08 G RO UN D O RIG IN AL G RO UN D O RIG IN AL -Y9- STA. 10+16.20 TO STA. 13+00.00 VAR. 6"6" -Y9- (O LD BELEW S CREEK RD.) 12’12’12’ 18" TYPICAL SECTIO N N O . 26 TYPICAL SECTIO N N O . 27 TYPICAL SECTIO N N O . 28 USE TYPICAL SECTIO N N O . 28: TYPICAL SECTIO N N O . 29 USE TYPICAL SECTIO N N O . 29: C2 J2 TT TT J1 C2 TT W E2E2 P P TT D5E3 J2 C3 C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 12’ G RADE TO THIS LIN E 12’ 10’ FDPS G RO UN D O RIG IN AL 22" .02 .04 .02 PO IN T G RADE CL -Y4W B- 0’-12’ VAR. RETAIN IN G W ALL STREAM -Y4W B- FRO M STA. 50+50.00 TO STA. 55+50.00 -Y4W B- FRO M EN D O F RCBC (46+59.65) TO 47+75.00 12’ G RADE TO THIS LIN E FDPS G RO UN D O RIG IN AL 2: 1 22" .02 .04.02 PO IN T G RADE CL -Y4W B- RETAIN IN G W ALL STREAM CL STREAM STREAM CL 3’ -Y1- FRO M STA. 35+57.53 TO STA. 45+00.41 RT -Y1- FRO M STA. 22+74.55 TO STA. 28+10.00 RT -Y1- FRO M STA. 41+29.69 TO STA. 42+50.00 LT -Y1- FRO M STA. 18+49.91 TO STA. 24+00.00 LT -L- FRO M STA. 522+00.00 TO STA. 528+46.90 RT -L- FRO M STA. 554+22.53 TO STA. 555+49.01 RT -L- FRO M STA. 626+34.75 TO STA. 626+87.06 RT -L- FRO M STA. 666+25.45 TO STA. 668+99.96 RT -L- FRO M STA. 686+49.89 TO STA. 692+33.01 RT -Y4CD- FRO M STA. 44+66.31 TO STA. 45+49.34 LT -Y4CD- FRO M STA. 92+56.00 TO STA. 95+50.15 LT -Y3- FRO M STA. 20+70.00 TO STA. 21+04.07 LT -Y4RPA- FRO M STA. 10+00.00 TO STA. 15+34.38 LT -Y4RPA- FRO M STA. 19+26.35 TO STA. 24+49.37 LT -Y4RPBD- FRO M STA. 10+00.00 TO STA. 24+82.31 RT -Y4RPBD- FRO M STA. 42+25.35 TO STA. 42+86.34 LT -Y4RPBD- FRO M STA. 54+90.96 TO STA. 55+20.43 LT -Y4- FRO M STA. 39+50.02 TO STA. 55+50.18 RT -Y4- FRO M STA. 40+99.99 TO STA. 45+99.99 LT -Y5- FRO M STA. 31+30.17 TO STA. 31+60.01 RT -Y5- FRO M STA. 31+14.48 TO STA. 31+59.81 LT -Y5A- FRO M STA. 69+54.66 TO STA. 69+79.94 -Y5A- FRO M STA. 70+07.94 TO STA. 70+16.97 RETAIN IN G W ALL DETAIL 1:RETAIN IN G W ALL DETAIL 2: 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-KAU-2579 B VAR. 24’ - 36’ 12’ * VAR. 16.075 to * -Y4W B- FRO M STA. 64+11.04 TO STA. 64+58.33 12’12’ 10’ 14.214’ 50.214’ 28.446 4: 1 4:1 .02 .02 .08 CL 12’ 2’2’ PO IN T G RADE G RADE TO THIS LIN E 4:1 G RO UN D O RIG IN AL .08GROUND O RIG IN AL 6’6’8’ 8" -DR5- STA. 10+00.00 TO STA. 22+96.07 -DR5- (W ILSO N PRO P.DRIVEW AY) -L- FRO M STA. 521+50.91 TO STA. 528+74.91 LT -L- FRO M STA. 500+99.79 TO STA. 509+49.88 LT -L- FRO M STA. 501+50.00 TO STA. 510+35.00 RT SHO ULDER BERM G UTTER DETAIL SHO ULDER BERM G UTTER LO CATIO N S: 6:1 G RO UN D O RIG IN AL 2: 1 VAR VAR. EO P VAR PAVEM EN T DESIG N FO R FDPS SEE TYPICALS VAR FDPS VAR -Y1- FRO M STA. 35+41.68 TO STA. 35+76.19 LT -L- FRO M STA. 604+99.94 TO STA. 607+18.45 LT -L- FRO M STA. 609+68.44 TO STA. 610+30.00 RT -L- FRO M STA. 640+49.58 TO STA. 641+32.08 LT -L- FRO M STA. 640+50.42 TO STA. 641+54.76 RT -L- FRO M STA. 687+89.99 TO STA. 690+83.52 LT -Y2- FRO M STA. 18+60.62 TO STA. 18+99.02 RT -Y2- FRO M STA. 18+60.91 TO STA. 18+99.05 LT -Y4RPBD- FRO M STA. 23+99.96 TO STA. 25+43.04 LT TYPICAL SECTIO N N O . 32 USE TYPICAL SECTIO N N O . 32: E5J2 C3 D5 E5 E7 C3 D5 T T R4 C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC E7 R4 J2 T R4 J5 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 1 6 - D E C - 2 0 1 3 1 0 : 0 1 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-KBU-2579 B 6 :1 .02 .02 CL -L- .02 .04 .02 .04 .02 .04 C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC EXISTING PAVEMENT. WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC STA. 478+20 TO 484+35 (RT, OUTSIDE) OUTLETS: 478+20 (2GI), 483+00 (2GI) RECOMMENDED LOCATIONS: OUTLETS: 620+78 +/- 623+00 STA. 617+00 TO 626+00 (RT, OUTSIDE) STA. 486+55 TO 498+42 (RT, OUTSIDE) STA. 512+00 TO 522+00 (RT, OUTSIDE) OUTLETS: 515+30 (2GI), 520+50 (2GI) RECOMMENDED LOCATIONS: OUTLETS: 478+20 (2GI), 483+39 (2GI) OUTLETS: 487+50 (2GI), 490+75 (2GI) STA. 478+20 TO 485+60 (LT, OUTSIDE) STA. 487+50 TO 495+00 (LT, OUTSIDE) STA. 510+37 TO 521+50 (LT, OUTSIDE) STA. 528+75 TO 542+70 (LT, OUTSIDE) RECOMMENDED LOCATIONS: STA. 501+50 TO 510+00 (RT, OUTSIDE) OUTLETS: 501+50 (2GI), 504+85 (2GI), 507+00 (2GI) OUTLETS: 558+30 (2GI), 560+50 (2GI) OUTLETS: 671+00, 673+22 +/-(2GI), 676+00 (2GI) OUTLETS: 504+85 (2GI), 507+00 (2GI) OUTLETS: 620+75 +/- (3GI), 623+47 (2GI) STA. 558+30 TO 564+00 (RT, OUTSIDE) STA. 667+00 TO 679+00 (RT, OUTSIDE) STA. 504+85 TO 510+37 (LT, OUTSIDE) STA. 617+00 TO 626+80 (LT, OUTSIDE) STA. 521+50 TO 528+75 (LT, OUTSIDE) OUTLETS: 521+50, 525+50 (2GI), 528+75 (2GI) STA. 522+00 TO 528+49 (RT, OUTSIDE) RECOMMENDED LOCATIONS: T 1’-0" 3’-6" STONE #57 STA. 542+00 TO 555+45 (LT, MEDIAN) OUTLETS: 545+65 (2GI), 548+53 +/- (2GI), 551+00 (2GI), 554+22 (2GI) STA. 558+30 TO 564+00 (LT, MEDIAN) OUTLETS: 558+30 (2GI), 560+50 (2GI) STA. 667+00 TO 679+00 (LT, MEDIAN) OUTLETS: 669+65 (2GI), 672+00 (2GI), 673+22 +/- (2GI), 676+00 (2GI) A1 E1 C1 3’-0" OUTLETS: 525+50 (2GI), 528+45, (2GI) STA. 554+20 TO 555+45 (RT, OUTSIDE) 548+53+/- (2GI), 551+00 (2GI) 539+72 (2GI), 542+70 (2GI) OUTLETS: 486+55 (2GI), 490+75 (2GI), 494+75 (2GI) OUTLETS: 528+75 (2GI), 534+50 (2GI), OUTLETS: 534+22 (2GI), 534+50 (2GI), 545+63 (2GI), 542+70 (2GI) 538+00 (2GI), 539+72 (2GI), 2’-0" 12’-0" 4" PERFORATED PIPE FABRIC TRAVEL LANE POINT GRADE GRADE TO THIS LINE3 17.75" 1’-0" MEDIAN SHOULDER DRAIN WITH GUARDRAIL SHOULDER DRAIN DETAIL SHOULDER DRAIN WITH GUARDRAIL DETAIL STA. 552+62. TO 554+20 (RT, OUTSIDE) STA. 528+49 TO 552+62 (RT, OUTSIDE)520+00 (2GI), 521+50 OUTLETS: 513+00 , 516+00 (2GI), OUTLETS: 554+22 (2GI) MEDIAN SHOULDER SHOULDER DRAIN WITH SHOULDER BERM GUTTER & GUARDRAIL DETAIL 11’-0" J5 T R4 2’-4"3’-0"TRAVEL LANE OUTSIDE SHOULDER 1’-0" 12’-0" 3’-6" 3’-0" 1’-0" 1’-0" FABRIC 4" PERFORATED PIPE #57 STONE A1 A2 E1 C1 2’-0" J4 STABILIZED SUBGRADE 1’-0" 12’-0" OUTSIDE SHOULDER TRAVEL LANE 2’-0"3’-0" T #57 STONE A1 A2 E1 C1 J4 STABILIZED SUBGRADE 1’-0" 1’-0" 3’-6" 3’-0" 1’-0" 1’-0" FABRIC 4" PERFORATED PIPE 2’-0" 12’-0" OUTSIDE SHOULDER TRAVEL LANE 2’-0" #57 STONE A1 A2 E1 C1 T J4 STABILIZED SUBGRADE 1’-0" 3’-6" 3’-0" 1’-0" 1’-0" FABRIC 4" PERFORATED PIPE 2’-0" USE TYPICAL SECTIO N N O . 1: 1 6 - D E C - 2 0 1 3 1 0 : 0 1 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2 U-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6:1 6:1 8’ VC .02.02 .02 .02 .02 12’12’12’12’12’12’11’11’ 36’36’46’ .02 .02.04 .04 18’ G RADE TO THIS LIN E 17’ W /G R 14’ 12’12’ 17’ W /G R 14’ G RO UN D O RIG IN AL O RIG IN AL G RO UN D 2: 1 TYPICAL SECTIO N N O . 1 CL 6:1 CL /// /// /// /// U Detail Showing M ethod of W edging SURVEY C5 D6 G RADE TO THIS LIN E 6 :1 30’10’6’ 6 :1 2: 1 G RO UN D O RIG IN AL SLO PE VARIABLE .02 W edging Detail For Resurfacing C4 D7 C4C5 D6 D7 M IN . 2.25" M IN . 3" M IN . 3"M IN . 2 1/2" M IN . 3" E8 E9 VAR. -L- (W IN STO N -SALEM N O RTHERN BELTW AY) H I N G E P O I N T F O R C U T S H I N G E P O I N T F O R F I L L S -L- STA. 478+00.00 TO STA. 555+73.00+/- (BEG . BR.) 17.75"17.75" M IN . 2 1/2" E6 E7 -L- STA. 643+82.64+/- (EN D BR.) TO STA. 692+32.98 -L- STA. 630+18.74+/- (EN D BR.) TO STA. 641+70.82+/- (BEG . BR.) 1’ E7 E6 E6 E7 U PO IN T G RADE FDPS FDPS PO IN T G RADE (FUT. LAN E)(FUT. LAN E) 2’ *USE 4:1 CUT SLO PES * -L- STA. 513+50.00 TO STA. 520+50.00 RT -L- STA. 514+00.00 TO STA. 519+50.00 LT -L- STA. 530+50.00 TO STA. 538+50.00 LT -L- STA. 542+00.00 TO STA. 554+00.00 RT -L- STA. 547+00.00 TO STA. 552+50.00 LT -L- STA. 670+50.00 TO STA. 685+50.00 RT .04 G RO UN D O RIG IN AL 30’ 6 :1 2: 1 G RO UN D O RIG IN AL VAR. 1’ 2’ W ALL N O ISE PRO P PDPS 12’ PDPS 12’ G RADE TO THIS LIN E TYPICAL SECTIO N N O . 1A USE TYPICAL SECTIO N N O . 1A: -L- STA. 557+98.01+/- (EN D BR.) TO STA. 582+85.67+/- (BEG . BR.) -L- STA. 585+60.73+/- (EN D BR.) TO STA. 627+13.78+/- (BEG . BR.) 22’-4" m in PDPS 14’-3" 6’-7" -L- STA. 885+81.40 TO STA. 609+68.44 RT (N O ISE W ALL - N W L2) -Y4CD- STA. 11+18.96 TO STA. 19+22.07 LT (N O ISE W ALL - N W L3) -L- STA. 557+97.95 TO STA. 582+84.39 RT (N O ISE W ALL - N W L1) m in. 15’-9" T T T T A1 E1 K PAVEMENT SCHEDULE NOTE: PAV. EDGES ARE 1:1 UNLESS SHOW OTHERWISE. E3 W EARTH MATERIAL. EXISTING PAVEMENT. J1 J2 J3 PROP. 8" AGGREGATE BASE COURSE. PROP. 10" AGGREGATE BASE COURSE. VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL) T U K OR OR A RATE OF 21 LBS PER SQ YD AS DIRECTED BY THE ENGINEER. SUBBASE TO BE TREATED WITH LIME TO A DEPTH OF 6.5", AT A RATE OF 56 LBS PER SQYD AS DIRECTED BY THE ENGINEER. SUBBASE TO BE TREATED WITH CEMENT TO A DEPTH OF 6", AT SUBBASE TO BE TREATED WITH AGGREGATE AT A RATE OF 250 A DEPTH OF 6" AS DIRECTED BY THE ENGINEER. LBS PER SQYD AND CEMENT AT A RATE OF 56 LBS PER SQYD TO D5 D1 D6 D7 D4 E1 E4 E2 TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. PROP. APPROX. 2.5"ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4"ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4"ASPHALT CONCRETE INTERMEDIATE COURSE, PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.OC AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. B25.OB AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE C2 C3 C4 EACH OF TWO LAYERS. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. TYPE S9.5B, AT AN AVERAGE RATE OF 112 LBS. PER SQ.YD. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, 2 1/2" IN DEPTH OR GREATER THAN 4" IN DEPTH. TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, 2 1/2" IN DEPTH OR GREATER THAN 4" IN DEPTH. TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN B25.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 3" IN DEPTH OR GREATER THAN 5 1/2 " IN DEPTH. PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN B25.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 3" IN DEPTH OR GREATER THAN 5 1/2 " IN DEPTH. PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN R2 R4 2’-6"CONCRETE CURB AND GUTTER. J4 C1 A1 PROP. APPROX. 1.25" ASPHALT CONCRETE SURFACE COURSE, D3 TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. PROP. APPROX. 3.0"ASPHALT CONCRETE INTERMEDIATE COURSE, B25.OC AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. E6 E5 B25.OC, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE IN EACH OF TWO LAYERS. PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE E7 C1 KC1E1 A1 13.5" DOWELED JOINTED PORTLAND CEMENT CONCRETE PAVEMENT TYPE SF9.5A AT AN AVERAGE RATE OF 137.5 LBS.PER SQ.YD. PROP. 6" AGGREGATE BASE COURSE. R1 1’-6"CONCRETE CURB AND GUTTER. P PRIME COAT C5 PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ.YD. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED D2 TYPE I19.0C, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. PROP. APPROX. 2.5"ASPHALT CONCRETE INTERMEDIATE COURSE, R3 5" MONOLITHIC CONCRETE ISLAND. SHOULDER BERM GUTTER 1’2’2’ A2 A2 A2 J4 2’ J4 PROP. VAR. DEPTH AGGREGATE BASE COURSE.J5 PROP. 4.25" AGGREGATE BASE COURSE. PAVEMENT WITHOUT DOWELS AND A MINIMUM DEPTH OF 10.5" VAR. DEPTH DOWELED JOINTED PORTLAND CEMENT CONCRETE T A2 J4K DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS .02 CL .02.08 G RADE PO IN T 4’ FDPS 6" G RADE TO THIS LIN E 8’ 12’14’ C&G 2’ 17" 6:1 6:1 8’ VC 15’ 4: 1 10’6’ G RO UN D O RIG IN AL 6:1 4: 1 G RO UN D O RIG IN AL .02 H I N G E P O I N T F O R C U T S 20’ 12’ VARIABLE SLO PE G RO UN D O RIG IN AL VAR. -Y4LPB- STA. 12+27.92 TO 22+20.19 -Y4LPA- STA. 12+44.36 TO 21+98.27 .02 CL .02.08 G RADE PO IN T 4’ FDPS 6"6" G RADE TO THIS LIN E 8’ 12’14’ C&G 2’ 18" 6:1 6:1 8’ VC 15’ 4: 1 10’6’ G RO UN D O RIG IN AL 6:1 4: 1 G RO UN D O RIG IN AL .02 H I N G E P O I N T F O R C U T S 20’ 12’ VARIABLE SLO PE G RO UN D O RIG IN AL VAR. LO O P (-Y4LPD-) LO O P (-Y4LPA-, -Y4LPB-) -Y4LPD- STA. 12+19.08 TO 22+66.21 6"1’ CL-Y4- (I-40 / US 421 BUSIN ESS) FDPS FDPS FDPS EXEX 6:1 6’EX SHLDR SHLDR CL CL -Y4EB- -Y4W B- (-Y4EB- & -Y4W B-) -Y4- STA. 143+00.00 TO STA. 148+00.00 EXEXEXEX EX EX EX EX EX EX EX EX EXEX EX EX FDPS G RO UN D O RIG IN AL 6:1 2:1 G RO UN D O RIG IN AL VAR. 6" W ALL N O ISE PRO P 12’-3" 13’-9" 20’ TYPICAL SECTIO N N O . 13 TYPICAL SECTIO N N O . 14 TYPICAL SECTIO N N O . 15 USE TYPICAL SECTIO N N O . 13: USE TYPICAL SECTIO N N O . 14: USE TYPICAL SECTIO N N O . 15: 1 6 - D E C - 2 0 1 3 1 0 : 0 1 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-FAU-2579 B -Y4- STA. 143+00.00 TO STA. 146+76.25 (N O ISE W ALL -N W Y42-)* * T T C2 D4 J3 R2 T T C2 D4 J2 R2 E1 C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC U U C3C3 E5 T J2 C3 D5 1 6 - D E C - 2 0 1 3 1 0 : 0 1 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-GU-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS CL 6:1 6:1 2: 1 6:1 2: 1 10’6’15’12’30’ 15’ W /G R PO IN T G RADE FDPS H I N G E P O I N T F O R C U T S O RIG IN AL G RO UN D VARIABLE SLO PE 8’ VC .08 .02 .02 G RADE TO THIS LIN E O RIG IN AL G RO UN D O RIG IN AL G RO UN D 15’W /G R 12’ RAM P (-Y4RPBD-) VAR. 0’-12’ VAR. H I N G E P O I N T 4’ **VAR 12’-24’ 12’ FDPS .04.02 -Y4RPA- STA. 17+79.22+/- (EN D BR.) TO 36+24.33 -Y4RPA- STA. 13+73.64 TO 16+44.34+/- (BEG . BR.) * PAVE TO FACE O F G UARDRAIL F O R F I L L S -Y4RPBD- STA. 15+65.91 TO 25+15.01+/- (BEG . BR.) -Y4RPBD- STA. 27+80.00+/- (EN D. BR.) TO STA. 30+60.00 -Y4RPBD- STA. 66+11.85 TO STA. 81+62.11 10’* 20.5" * PAVE TO FACE O F G UARDRAIL .04 6 :1 6:1 2:1 6:1 PO IN T G RADE 4’ FDPS H I N G E P O I N T F O R C U T S O RIG IN AL G RO UN D VARIABLE SLO PE 8’ VC .08.02.02 THIS LIN E G RADE TO G RO UN D O RIG IN AL G RO UN D O RIG IN AL VAR. FDPS .04 10’* .04 20.5" .02 CL RAM P (-Y4RPA-) 10’6’15’12’12’ VAR. 0’-12’12’30’ 15’W /G R15’ W /G R 2:1 H I N G E P O I N T F O R F I L L S G RO UN D O RIG IN AL 30’ 6:1 2: 1 G RO UN D O RIG IN AL .04 VAR. 6" W ALL N O ISE PRO P 12’-3" G RADE TO THIS LIN E USE TYPICAL SECTIO N N O . 17A: TYPICAL SECTIO N N O . 17A 20’-4" m in 13’-9" m in FDPS -Y4RPBD- STA. 70+23.32 TO 81+62.11 (N O ISEW ALL -N W Y4RPBD2-) G RO UN D O RIG IN AL 30’ 6:1 2:1 G RO UN D O RIG IN AL .04 VAR. 6" W ALL N O ISE PRO P G RADE TO THIS LIN E -Y4RPA- STA. 19+26.04 TO 22+72.70 LT (N O ISEW ALL -N W Y4RPA-) 20’-4" 12’-3" m in FDPS TYPICAL SECTIO N N O . 16A USE TYPICAL SECTIO N N O . 16A: m in 13’-9" TYPICAL SECTIO N N O . 16 USE TYPICAL SECTIO N N O . 16: TYPICAL SECTIO N N O . 17 USE TYPICAL SECTIO N N O . 17: -Y4RPA- STA. 13+73.64 (30+55.29 -Y4CD-) TO 15+36.20 LT (N O ISEW ALL -N W L3-) D5 T C3 J2 E4T 6" 6" C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC D5 C3 J2E4 6" 6" E4 TJ2 C3 D5 T J2 C3 D5 E4 1 6 - D E C - 2 0 1 3 1 0 : 0 1 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-HU-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS CL TYPICAL SECTIO N N O . G RADE PO IN T FDPS FDPS 18.0" 6:1 6:1 8’ VC 2: 1 6:1 2: 1 10’6’15’12’12’30’ 15’ W /G R F O R C U T S H I N G E P O I N T O RIG IN AL G RO UN D VARIABLE SLO PE THIS LIN E G RADE TO 4’ .02 .08.02.08 G RO UN D O RIG IN AL G RO UN D O RIG IN AL 16’ 12’ J2 .02.02 .08 12’ .02 12’ G RADE TO THIS LIN E 12’12’ CL .04 6:1 6:1 8’ VC 15’ O RIG IN AL G RO UN D 2:1 10’6’ G RO UN D O RIG IN AL 30’ 6:1 2:1 G RO UN D O RIG IN AL SLO PE VARIABLE RAM P (-Y4RPBD-) VAR. VAR. H I N G E P O I N T H I N G E P O I N T F O R C U T S 15’W /G R FDPS PO IN T G RADE 15’W /G R 10’* * PAVE TO FACE O F G UARDRAIL H I N G E P O I N T 4’ 4’ 4’ FDPS F O R F I L L S F O R F I L L S -Y4RPB- STA. 13+78.61 TO STA. 28+66.16 -Y4RPD- STA. 13+97.64 TO STA. 29+56.27 -Y4RPBD- STA. 54+72.30+/- (EN D BR.) TO STA. 66+11.85 -Y4RPBD- STA. 30+60.00 TO STA. 43+04.00+/- (BEG . BR.) 20.5" RAM P (-Y4RPB-) CL TYPICAL SECTIO N N O . G RADE PO IN T FDPS FDPS 17.0" 6:1 6:1 8’ VC 2: 1 6:1 2: 1 10’6’15’12’12’30’ 15’ W /G R F O R C U T S H I N G E P O I N T O RIG IN AL G RO UN D VARIABLE SLO PE THIS LIN E G RADE TO 4’ .02 .08.02.08 G RO UN D O RIG IN AL G RO UN D O RIG IN AL 16’ 12’ J3 VAR. H I N G E P O I N T 4’ 4’ F O R F I L L S RAM P (-Y4RPD-) 6"6" 6"6" .04 -Y4RPBD- STA. 45+17.13+/- (EN D BR.) TO STA. 51+70.14 +/- (BEG . BR.) .02 .02 6:1 2: 1 30’ .08 VAR. 6" .02 G RO UN D O RIG IN AL G RO UN D O RIG IN AL 6’-3" G RADE TO THIS LIN E W ALL N O ISE PRO P USE TYPICAL SECTIO N N O . 20A: TYPICAL SECTIO N N O . 20A J3 14’-4" 7’-9" m in. FDPS m in. -Y4RPD- STA. 26+02.53 TO 29+44.53 RT (N O ISEW ALL -N W Y4RPBD1-) TYPICAL SECTIO N N O . 18 USE TYPICAL SECTIO N N O . 18: 19 USE TYPICAL SECTIO N N O . 19: 20 USE TYPICAL SECTIO N N O . 20: TTE1 C2 D4 D5 T T C3 J2 E4J2 6"6" TT C2 D4 C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC W EXISTING PAVEMENT.U WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC T D4 C2 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 2 : 1 N O ISE W ALL .02 .04 SIN G LE FACED BARRIER 1 6 - D E C - 2 0 1 3 1 0 : 0 1 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2-KCU-2579 B C2 D1 D4 D3 E1 E4 R1 E2 EARTH MATERIAL. J2 J3 J4 C3 T R4 P 3" S9.5B 3" S9.5C 2.5" 4" 4" 3" B25.OB B25.OC B25.OB 8" ABC 10" ABC I19.0B I19.0C I19.0B 3" 4" 1’-6"CONC. C&G C4 D5 D6 VAR.S9.5B VAR. VAR. VAR. VAR. I19.0B I19.0C B25.OB B25.OC EXISTING PAVEMENT. WEDGING R2 2’-6"CONC. C&G E6 E7 E3 E5 B25.OC5.5" 7" B25.OC D2 I19.0B 3.0" C1 A2 1.25"SF9.5A J1 6" ABC 13.5" JOINT CONC. C5 VAR.S9.5C K SUBGRADE STAB. PRIME COAT 2.5"I19.0C D7 R3 5"MONO.CONC.ISLAND SHOULDER BERM GUTTER A1 VAR. JOINT CONC. VAR. ABCJ5 4.25" ABC T SHOULDER DRAIN OUTLETS: -L- STA. 558+30 (2GI) -L- STA. 558+50 TO 564+00 (RT, OUTSIDE) J5 T TRAVEL LANE OUTSIDE SHOULDER 1’-0" 3’-6" 3’-0" 1’-0" 1’-0" FABRIC 4" PERFORATED PIPE #57 STONE A1 A2 E1 C1 2’-0" J4 STABILIZED SUBGRADE -L- STA. 560+50 (2GI) 1’-6"1’-0"5’-7" DETAIL OF NOISE WALL NWL1 WITH SHOULDER DRAIN 14’-3" 22’-4" EST. 7 SYFF EST. 2 TO NS CLASS ’B’ RIP RAP EST. 7 SYFF EST. 2 TO NS CLASS ’B’ RIP RAP REM O VE SEE PRO FILE FO R GRADE STA. 20+00 TO 20+50 -Y1-DET LT SPECIAL DITCH GRADE EST. 7 SYFF EST. 2 TO NS CLASS ’B’ RIP RAP SEE DETAIL#22 379 SYD FF EST. 29 TO NS STA. 19+50 TO 20+00 -Y1-DET LT W / CLASS ’B’ RIP RAP SPECIAL CUT ’V’ DITCH SEE DETAIL#20 880 SYD FF EST. 66 TO NS STA. 26+34 TO 27+50 -Y1-DET LT W / CLASS ’B’ RIP RAP SPECIAL LATERAL ’V’ DITCH SEE DETAIL#20 956 SYD FF EST. 72 TO NS STA. 26+24 TO 27+50 -Y1-DET RT W / CLASS ’B’ RIP RAP SPECIAL LATERAL ’V’ DITCH EST 47 SY FF EST 21 TO NS RIP RAP CLASS ’I’ EST 62 SY FF EST 33 TO NS RIP RAP CLASS ’I’ EST 14 SY FF EST 5 TO NS RIP RAP CLASS ’B’ R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 1 6 - D E C - 2 0 1 3 1 0 : 1 4 r : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ y 1 d e t _ p l n s h t _ 2 l . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS U-2579B M A T C H L I N E S T A . 3 4 + 4 8 . 0 0 S H E E T 2 M NOTE : -Y1- D ETO U R FOR -Y1DET- PROFILE, SEE SHEET 86 D 0 50’ 50’ 100’ 25’ PI Sta 12+30.02 D L = 452.17’ T = 230.02’ R = 1,000.00’ PI Sta 16+82.19 D L = 452.17’ T = 230.02’ R = 1,000.00’ -Y1DET- -Y1LP D - 2-L HW HW 5 4 " C S P 2 4 " C S P HW 54" C SP 443 444 445 Front Ditch SlopeNatural Ground 2: 1 D Flatter4:1 or d Filter Fabric ( Not to Scale) SPECIAL CUT DITCH DETAIL #22 Type of Liner= Class ’B’ Rip-Rap Max. d= 2 Ft. Min. D= 2 Ft. FRO M STA. 19+50 TO 20+00 -Y1-DET LT ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 4:1 or Flatter Natural Ground D d Fill Slope 2: 1 Fabric Filter DETAIL #20 Type of Liner= Class ’B’ Rip-Rap Max. d= 2 Ft. Min. D= 2 Ft. FRO M STA. 26+24 TO 27+50 -Y1-DET LT & RT T T T T 12" DI 8" DI 8" DI 8" DI 12 " S T 12 " S T 12 " S T 12" ST 6 " D I 6 " D I ( A T U R ) CUL1 CUL2 CUL3CUL4 1-5 X5 B A R R E L CE1 HW1 HW2 CE2 DI 4 2 " R C P 18 " R C P 18 " R C P 18 " R C P 15" R C P CONC HW + 2 5. 9 0 - L- 2 0 0. 0 0 ’ + 7 2 . 8 8 - Y 1 R P A - 3 2 6 . 8 4 ’ 93.63’+37.00 -Y1- +53.00 -Y1- 135.00’ +00.00 -Y7- 133.72’ +76.47 -Y1- 125.00’ +00.00 -Y1- 125.00’ 53.93’ 1 6 0 . 0 0 ’ + 2 3 . 7 4 - Y 1 - 1 0 6. 0 9 ’ + 0 0 . 0 0 - L- 2 0 0. 0 0 ’ 49.16’+00.00 -Y1- + 4 8 . 0 0 - Y 1 - 31.03’+00.00 -Y7- 1 3 4 . 1 5 ’ 1 4 5 ’ + 2 0 1 3 6 . 5 8 ’ 1 4 5 ’ + 8 5 5B 6 8 9 10 7 4 1 1 1 1 +55 75’49.23’ 10+00.00 75.00 85.00’ +93.00 -Y1- +62.00 -Y1- 125.00’ + 3 5 - Y 1 - 2 0 0 . 0 0 ’ 1 7 2 . 0 0 ’ 236.00’261.00’ 300.00’325.00’ -Y1- +54.00 - +30.00 -Y1- 1 6 2 . 0 0 ’ & 1 3 2 . 0 6 ’ + 5 0 . 0 0 - Y 1 - 1 7 1. 0 0 ’ + 2 0 . 0 0 - Y 1 - 1 4 1. 1 0 ’ 44.00’28.97’ +40.00 -Y1- 149.00’ +37.00 -Y1- 109.00’ +00.00 -Y1- 116.00’100.84’ 1 5 6. 0 0 ’ 30.58’ 50.00’ +00.00 -Y7- + 0 0 . 0 6 - Y 1 R P A - 1 5 0 . 0 0 ’ + 9 3 . 2 7 - Y 1 R P A - 1 7 4 . 0 5 ’ + 0 0 . 0 0 - Y 1 R P A - 1 5 0 . 0 0 ’ 7 C H O RD +70.00 -Y1-BEG . C/A +62.22 -Y1-BEG . C/A 1 1A 2 3 3A 4A 4 B 4 B 5C 5A 5 9 - B L - 1 4 - B L - 1 3 - T 1- 1 0 2 - T 1- 1 0 3 - T 1- 1 0 4 - B Y 1- 4 0 1 -BY1-501 00 + 9 2. 9 2 2 ’ P . S . 475 2 0 490 1 0 15 2 0 2 5 3 0 -Y1DET- -Y1DET- S 39 49’ 20.3" W -Y1- -Y1- -Y1- -Y1- -Y1LPA- 2’ P.S. 2 ’ P .S . 2 ’ P . S . GRAU-350 GRAU-350 24’ INC 24’ INC 24’ INC 2 2 ’ 2 ’ P . S . 2 2 ’ 0 2 0 2 0 1 0 2 0 2 0 0 0 1 0 2 0 2 0 3 0 4 0 5 0 6 0 6 0 5 0 4 0 3 0 2 01 0 1 0 2 0 3 0 4 0 5 0 6 0 6 0 5 0 4 0 3 2 2 ’ 0 2 2 ’ P. S. BEGIN CONSTRU CTION -Y1D ET- PC Sta. 10+00.00 -Y1- POT Sta.11+88.83 -Y1DET- PRC Sta. 14+52.17 -Y1-PCSta. 14+00.00 -Y1-PRCSta. 18+38.23 -Y1-POTSta. 10+00.00 -Y7- POT Sta. 13+93.72 -Y1-PTSta. 22+76.47 -Y7- POT Sta. 10+00.00 -Y1LPA- POT Sta. 22+03.90 -Y1- POT Sta. 27+43.00 -Y1- POT Sta. 27+23.47 A-Y1RPA- PT Sta. 28+90.37 -Y1DET- PT Sta. 19+04.35 -Y1LPD- SC Sta. 12+10.00 -L- ST Sta. 484+24.00 59’ Lt. -Y1LPA- ST Sta. 10+00.00-Y1LPA- ST Sta. 20+56.66 -Y1LPA- CS Sta. 18+46.66 -Y1LPA- SC Sta. 12+10.00 SRS Sta. 21+90.06 -Y1RPA- SC Sta. 24+00.06 - L - -Y1RPA- POT Sta. 31+29.10 30 25 20 1 5 10 2 5 3 0 3 5 1 5 59’ Rt. -Y1LPD- ST Sta. 10+00.00 -L- ST Sta. 482+93.00 480 -Y1- POT Sta. 34+10.0546 -L- POT Sta. 482+13.1365 F F C C C C C F C F C F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C EST. 7 SYFF EST. 2 TO NS CLASS ’B’ RIP RAP TIE TO EXISTING DITCH REM O VE SEE DETAIL #28 STA. 34+50 TO 35+75 -Y1-DET LT SPECIAL CUT DITCH SEE DETAIL#29 539 SYD FF EST. 29 TO NS STA. 35+75 TO 36+50 -Y1-DET LT LATERAL ’V’ DITCH W / CLASS ’B’ RIP RAP SEE DETAIL#23 2585 SYD FF EST. 192 TO NS STA. 36+50 TO 39+92 -Y1-DET LT W / CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH EST 21 SY FF EST 8 TO NS RIP RAP CLASS ’B’ R E V I S I O N S HYDRAULICSROADWAY DESIG N ENG IN EER EN GIN EER R/W SHEET NO . SHEET N O .PRO JECT REFERENCE N O . 1 6 - D E C - 2 0 1 3 1 0 : 1 4 r : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ y 1 d e t _ p l n s h t _ 2 m . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS U-2579B - Y 1D E T - M A T C H L I N E S T A . 3 4 + 4 8 . 0 0 S H E E T 2 L NOTE : 5 5 PI Sta 47+59.46 D L = 448.86’ T = 228.28’ R = 1,000.00’ PI Sta 43+10.02 D L = 450.07’ T = 228.91’ R = 1,000.00’ -Y1DET- -Y1- D ETO U R 0 50’ 50’ 100’ 25’ FOR -Y1DET- PROFILE, SEE SHEET 87 2-M 0 2 0 3 0 4 0 5 0 6 0 2 0 0 0 2 0 5 0 2 6 0 - Y1- P O T S t a . 6 0 + 0 2 . 9 3 25 -Y1RPD- SC Sta. 25+73.67 -Y1RPD- SRS Sta. 23+63.67 -Y1RPD- Sta. 33+20.2157 -Y1- Sta. 40+26.0000 -Y1LPD- Sta. 22+60.41 -Y1- Sta. 40+06.0000 3 5 4 0 4 5 0 4 -Y1-PCSta. 44+26.47 -Y1DET- -Y1- 2 ’ P . S . 2 ’ P . S . 2 2 ’ 2 4 ’ IN C 2 ’ P .S . GRAU-350 GRAU-350 GRAU-350 GRAU-350 2 2 ’ 0 3 0 6 0 5 0 4 0 3 0 2 0 1 00 0 1 0 2 0 3 0 4 2 2 ’ 2 ’ P .S . 2 ’ P .S . 0 6 0 5 0 1 0 2 0 2 0 1 0 2 2 2 ’ 2 ’ P . S . 2 ’ P .S .2 2 ’ 24’ INC END CONSTRU CTION -Y1D ET- PT Sta. 49+80.05 -Y1- POC Sta.51+09.25(4.18LT) -Y1DET- PRC Sta. 45+31.18 -Y1-PTSta. 53+02.93 D -Y1LPD- CS Sta. 19+27.33 -Y1LPD- ST Sta. 21+37.33 -Y1RPD- PT Sta. 31+53.84 -Y1-PRCSta. 48+64.70 -Y1DET- PC Sta. 40+81.11 -Y1LPD- - Y 1 R P D - 1 5 4 0 4 5 5 0 S 39 49’ 20.3" W 30 20C C C C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C ELEV. = 884.23 E = 1656715 N = 872364 -BY1- STA 61+00 374’ RT BM #1 2002720029 2003320034 - T 1- 1 0 5 - T 1- 1 0 6 - T 1- 1 0 7 - T 1- 1 0 8 - T 1- 10 9 - T 1- 110 -T1- 111 -T1- 112 -T1- 113 -T1- 114 -T1- 115 -BY1- POT 57+13.85 = -BY10-503 -T1- 116 -BY2-506 -BY10-502 - B Y 2 - 5 0 5 (NOT SET) -T1- POT 32+85.96 3 0 " C S P GRADE TO DRAIN 446 Flatter4:1 or Slope Ditch Front Natural Ground D 2: 1 ( Not to Scale) SPECIAL CUT DITCH DETAIL #28 Min. D= 2 Ft. FRO M STA. 34+50 TO 35+75 -Y1-DET LT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #29 Type of Liner= Class B Rip-Rap b= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.2 Ft. FRO M STA. 35+75 TO 36+50 -Y1-DET LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL#23 *When B is < 6.0’b= 2.0 Ft. B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.5 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA. 36+50 TO 39+92 -Y1-DET LT 1 4 1. 3 9 ’ + 2 5 . 0 0 - Y 1 R P D - 1 4 1. 0 0 ’ + 8 1. 4 5 - Y 1 R P D - 3 3 5 . 8 8 ’ + 7 1. 0 0 - Y 1 R P D - + 6 3 . 4 0 - L- 2 0 0. 0 0 ’ 94.94’ 55.15’ + 7 0 . 0 0 - Y 1 - 1 5 0 . 0 0 ’ + 2 7 . 3 1 - Y 1 - 1 0 0 . 0 0 ’ + 0 0 . 0 0 - L- 2 0 0 . 0 0 ’ 2 8 7 + 6 5 2 5 3 + 0 5 2 2 3 + 0 5 4 + 2 9 . 9 5 - L- 2 0 0 . 0 0 ’ 2 0 0 ’ 2 4 5 ’ + 3 0 4 1 2 12 4 + 2 5 . 0 0 - Y 1 R P D - 2 0 8. 0 0 ’ +00.00 -Y1- 245.00’ +13.00 -Y1- 120.00’ 78.00’ +30.00 -Y1- + 7 0 . 0 0 - Y 1 R P D - 1 4 1. 0 0 ’ + 0 9 . 0 0 - Y 1 R P D - + 8 2 . 6 6 - Y 1 R P D - 2 3 5 . 0 0 ’ 2 5 2 . 3 6 ’ 50.00’ 30.00’ 30.00’ 60.00’ +20.00 -Y9- +20.00 -Y9- +90.00- Y9- 64.01’ 60.00’ +50.00 -Y9- 99.38’ +85.00 -Y9- 53.36’ +80.00 -Y1- 30.00’ 74.49’ +95.21 -Y1- +00.00 -Y9- 1 7 5. 0 0 ’ 1 5 0 . 0 0 ’ 1 7 5 . 0 0 ’ 1 5 0 . 0 0 ’ + 9 0 . 0 0 - Y 1 - + 1 0. 0 0 - Y 1 - + 8 3 . 7 9 - Y 1 R P D - 1 6 2 . 9 0 ’ CHORD +23.00 -Y1- END C/A +23.00 -Y1- END C/A 226 TOP=898.30 TOP=916.05 T T T T T T 12" DI 12" DI 12" DI 12" D I 12" DI 12 " D I 12 " D I ( A T U R ) ( A T U R ) SEE PRO FILE FO R GRADE STA. 20+50 TO 22+50 -Y5-DET RT SPECIAL DITCH GRADE EST. 7 SYFF EST. 2 TO NS CLASS ’B’ RIP RAP EST. 7 SYFF EST. 2 TO NS CLASS ’B’ RIP RAP EST. 7 SYFF EST. 2 TO NS CLASS ’B’ RIP RAP SEE PRO FILE FO R GRADE STA. 27+50 TO 29+50 -Y5-DET LT SPECIAL DITCH GRADE SEE DETAIL#28 STA. 29+00 TO 30+00 -Y5-DET RT SPECIAL CUT DITCH CO LLAR AND EXTEND EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 11 SY FF EST 3 TO NS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 1 6 - D E C - 2 0 1 3 1 0 : 1 4 r : \ R o a d w a y \ P r o j \ U - 2 5 7 9 B _ R D Y _ y 5 d e t _ p l n s h t _ 2 N . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS U-2579B NOTE : D C FOR -Y5DET- PROFILE, SEE SHEET 88 PI Sta 11+39.44 L = 277.37’ T = 139.44’ R = 1,090.00’R = 2,840.00’ T = 868.79’ L = 1,686.23’ PI Sta 21+46.16 DD -Y5DET- -Y5- D ETO U R 0 50’ 50’ 100’ 25’ 2-N 18 " C SP 24" C SP 18" CS P 1 8 " 447 448 449 450 Flatter4:1 or Slope Ditch Front Natural Ground D 2: 1 ( Not to Scale) SPECIAL CUT DITCH DETAIL #28 Min. D= 2 Ft. FRO M STA. 29+00 TO 30+00 -Y5-DET RT - B L - 5 3 - B L - 5 4 - B L - 5 5 - B L - 5 6 - B Y 16 - -BY18-563 -BY18-562 - B Y 17 - 5 5 4 - B Y 17 - 5 5 5 0 2 0 1 0 1 0 0 0 0 0 1 0 1 0 2 0 2 0 3 0 3 0 3 0 3 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 0 0 0 0 2 0 2 0 2 2 2 ’ 2 ’ P. S. 2 ’ P. S. 2 2 ’ 2 ’ P .S . 2 ’ P .S . 650 655 660 1 5 2 0 2 5 3 0 3 5 4 0 -L-SCSta. 662+50.30 -L-TSSta. 659+50.30 1 0 15 2 0 2 5 3 0 -L- PT Sta. 649+60.9565 10 15 20 2 5 3 0 15 2 0 25 30 45 6 0 65 9 5 1 0 0 9 5 -Y4RPD - SC S ta . 18+25 .20 -Y4RPD- TS Sta. 15+85.20 - Y4 R P C - C S S t a . 2 9 + 7 9 .5 3 -Y4RPC- SC Sta. 12+40.00 -Y4RPC- ST Sta. 10+00.00 PT Sta. 53+84.13 55 60 65 -Y4CD- SC Sta. 66+51.14 -Y4CD- TS Sta. 63+71.14 1 5 20 25 ’ INC . 25’ INC. BEGIN CONSTRU CTION -Y5D ET- STA. 10+00.00 -Y5- STA. 15+00.00 -Y5D ET- STA. 32+32.54 -Y5- STA. 37+00.00 END CONSTRU CTION -Y5DET- PRC Sta. 12+77.37 -Y4RPD- ST Sta. 28+43.54 -Y4RPD- POT Sta. 33+19.67 -Y4RPBD- CS Sta. 63+71.85 -Y4RPD- CS Sta. 26+03.54 -Y4RPBD- ST Sta. 66+11.85 -Y5-PT Sta. 32+51.52 -Y5-PC Sta. 21+41.22 CS Sta. 22+65.27 SC Sta. 12+10.00 ST Sta. 24+75.27 ST Sta. 10+00.00 -Y5DET- PRC Sta. 29+63.61 -Y5DET- PT Sta. 32+32.54 10 50 645 -Y4RPBD- -Y4LPD- - Y 4 C D - - L - - Y 4 C D - - L - - Y 4 R P C - - Y4 R P D - -Y5- -Y5DET- -Y4EB- -Y4WB- -Y 4 R P C - + 5 0 .3 0 - L- + 4 0 .0 0 - Y4 RPC - 14 1.0 0 ’ 2 0 0 .0 0 ’ + 19 .18 - Y4 C D - 18 6 .19 ’ + 2 5 .2 0 - Y4 RP D - 12 9 .0 0 ’ +11.85 -Y4RPBD- 141.00’ +48.49 -Y4RPBD- 141.00’ + 5 0 . 0 0 - Y 5 - 4 2 . 0 0 ’ 3 0 . 0 0 ’ + 5 0 . 0 0 - Y 5 - 4 2 . 0 0 ’ 3 0 . 0 0 ’ 4 2 . 1 2 ’ + 9 8 . 2 8 - Y 5 - 4 2 . 0 0 ’ + 5 1. 5 2 - Y 5 - 4 2 . 0 0 ’ 4 2 . 0 0 ’ 4 2 . 0 0 ’ + 2 5 . 8 2 - Y 5 - + 4 1. 2 2 - Y 5 - 4 2 . 0 0 ’ + 4 1. 2 2 - Y 5 - 1 2 9 . 0 0 ’ + 8 5 .2 0 - Y4 RPD - 14 2 .4 0 ’ + 5 0 .3 0 - L- 14 6 .6 4 ’ 2 0 5 .3 0 ’ + 5 1.14 - Y4 C D - 19 2 .7 5 ’ + 4 3 . 5 4 - Y 4 R P D - + 0 0 .0 0 - Y4 RPC - 7 4 . 0 9 ’ + 5 2 . 8 2 - Y 5 - + 5 7 . 2 6 - Y 5 - 5 7 . 0 0 ’ + 5 1. 0 2 - Y 5 - + 4 7 . 5 0 - Y 5 - 1 2 4 . 1 4 ’ 42.00’ +64.00 -Y5- 987 145 146 928 983 990 949 152 153 155 155 1 5 5 9 2 1 9 2 1 1 5 5 1 4 7 9 7 2 1 6 5 1 6 6 1 6 7 1 6 8 1 6 9 9 6 8 1 6 2 1 7 2 1 7 1 1 7 3 1 7 4 162 2 0 7 16 6 16 5 42.00’+10.81 -Y5- +32.86 -Y5- 42.00’30.00’ + 0 0 . 0 0 - Y 5 - + 0 0 . 0 0 - Y 5 - 5 0 . 0 0 ’ 3 0 . 0 0 ’ 5 7 . 0 0 ’ 3 0 . 0 0 ’ + 6 3 . 6 1 - Y 5 D E T - 5 0 . 0 0 ’ + 5 1. 5 2 - Y 5 - 5 7 . 0 0 ’ + 0 0 . 0 0 - Y 5 - 6 0 . 0 0 ’ +40.00 -Y5- 60.00’ 7 3 . 0 0 ’ - Y 5 D E T - + 5 0 . 0 0 +75.00 -Y4RPC- 141.00’ +10.00 -Y4RPC-+10.00 -Y4RPC- 245.00’ 245.00’ 4 2 . 0 0 ’ 4 2 . 0 0 ’ + 0 0 . 0 0 - Y 5 - - Y 5 - + 0 0 . 0 0 C H O R D C H O R D C H O RD 977 1 6 4 1 5 5 A 146A 155A 1 5 5 16 7 4 2 " R C P CB INV INACCESSIBLE TOP=903.48 4 " H D P E I N V = 8 6 6 . 2 3 I N V = 8 5 8 . 11 2 4 " R C P F E S CB INV INACCESSIBLE TOP=890.64 INV INACCESSIBLE TOP=883.88 INV INACCESSIBLE TOP=880.58 CB CB CB CB INV INACCESSIBLE TOP=887.67 INV INACCESSIBLE TOP=887.66 18" R CP UNKNOWNSIZE/TYPE 18" RCP 18 " R C P SIZE/TYPE UNKNOWN 1 8 " R C P 18 " R C P 15 " R C P CONC HW W T T W 16" DI 16" DI 16" DI 16" DI 16" DI 6" DI 6" DI 6" DI 6" DI 6" DI 4" PL 4" PL 4" PL 4" PL 6" DI 6 " D I ( A T U R ) ( A T U R ) (ATUR) 6 " D I DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 1 6 - D E C - 2 0 1 3 1 0 : 1 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ s p d _ y 1 _ 2 o . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 _U-2579B SHEAR PO IN T LO CATIO N SP #SP # LEG EN D -L- AN D -Y1- IN TERCHAN G E SHEAR PO IN T DIAG RAM 2-O DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 1 6 - D E C - 2 0 1 3 1 0 : 1 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ s p d _ y 1 _ 2 o . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 SP 1 SP 2 SP 4 SP 34 SP 35 SP 36 SP 37 SP 38 SP 39 SP 40 SP 41 SP 42 SP 29 SP 30 SP 31 SP 32 SP 33 SP 43 SP 44 SP 45 SP 46 SP 47 SP 48 SP 49 SP 50 SP 51 SP 52 SP 53 SP 17 SP 18 SP 19 SP 20 SP 21 SP 22 SP 23 SP 24 SP 25 SP 26 SP 27 SP 28 SP 6 SP 7 SP 8 SP 9 SP 10 SP 11 SP 12 SP 13 SP 14 SP 15 SP 16 SP 3 -Y1RPD- D -Y1RPD - -Y1LPD- -Y1LPD- -Y1LPA- A -Y1RPA- -Y1LPA- -Y1RPA- -Y1RPD- -L- SP 11A SP 175 SP 166 SP 167 SP 168 SP 163 SP 164 SP 165 SP 176 SP 177 SP 171 SP 170 SP 169 SP 172 SP 173 SP 174 F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F C F F F F F F F F F F F C C C C C C F F F C C S R S S t a . 2 1 +9 0 .0 6 - Y 1 L P A- S C Sta. 1 2 + 1 0.0 0 - Y1LP A - S T S ta . 2 0 + 5 6 .6 6 - Y1R P A - P T S ta . 2 8 + 9 0 .3 7 - Y1R P A- S C S ta . 14 + 9 0 .0 0 - Y1R P A- T S S ta . 12 + 5 0 .0 0 -Y 1R PA - SC Sta. 24+00.06 -Y 1R PA - CS Sta. 19+50.06 -Y1LPA - C S Sta. 18+46.66 -Y1LP D - S C S ta. 12 + 10 .0 0 - Y1LP D - S T S ta . 2 1+ 3 7 .3 3 - Y 1 L P D - C S S t a . 1 9 + 2 7. 3 3 - Y1 R P D- S C Sta. 2 5 + 73.67 - Y1RP D- SRS Sta. 23+63.67 - Y1RP D- CS Sta. 21+23.67 - Y1R P D - S C S t a . 12 + 4 0 . 0 0 - Y1R P D - P T S ta . 3 1+ 5 3 .8 4 - Y 1 L P D - T S S t a . 1 0 + 0 0 . 0 0 - Y 1 L P A - T S S t a . 1 0 + 0 0 . 0 0 -Y1LPD- Sta. 22+60.41 -Y1- Sta. 40+06.00 -Y1- Sta. 40+25.53 SKEW = 98.5386 -Y1- POT Sta. 34+10.05 -L- POT Sta. 482+13.14 -Y1LPA- POT Sta. 22+03.90 -Y1- POT Sta. 27+43.00 -Y1RPA- POT Sta. 31+29.10 -Y1- POT Sta. 27+23.00 -Y1RPD- TS Sta. 10+00.00 -L- POT Sta. 503+00.00 -Y1RPA- POT Sta. 10+00.00 P C S t a . 10 + 0 0 .0 0 - Y1- P C S ta . 4 4 + 2 6 .4 7 BEGIN APPROACH SLAB -Y1- STA. 32+69.50 -Y1- STA. 32+93.77 BEGIN BRIDGE -Y1- STA. 35+26.34 END BRIDGE -Y1- STA. 35+50.61 END APPROACH SLAB - L - P O T S t a . 4 8 4 + 2 4 . 0 0 ( 5 9 ’ L t . ) - L - P O T S t a . 4 8 2 + 9 3 . 0 0 -L- POT Sta. 502+91.34 (59’ Rt.) END GRASS MEDIAN BEGIN 5" MONOLITHIC CONCRETE ISLAND - Y1D E T - P C S ta . 4 0 + 8 1.11 - Y1D E T - -Y1RPD- Sta. 33+20.22 R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . U-2579B 1 6 - D E C - 2 0 1 3 1 0 : 1 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ s p d _ y 4 _ 2 p . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS MATCHLINE INSET 1 M A T C H L I N E I N S E T 1 IN SET 1 SHEAR PO INT LO CATIO N SP #SP # LEG EN D -L- AN D -Y4- IN TERCHAN G E SHEAR PO IN T DIAG RAM 2-P SP 54 SP 55 SP 56 SP 57 SP 58 SP 59 SP 60 SP 61 SP 85 SP 84 SP 83 SP 82 SP 86 SP 87 SP 88 SP 98 SP 99 SP 89 SP 90 SP 91 SP 92 SP 77 SP 78 SP 79 SP 80 SP 81 SP 62 SP 68 SP 69 SP 70 SP 71 SP 72 SP 73 SP 74 SP 75 SP 76 SP 93 SP 94 SP 95 SP 100 SP 118 SP 117 SP 116 SP 115 SP 114 SP 113 SP 112 SP 111 SP 110 SP 109 SP 108 SP 107 SP 106 SP 126 SP 127 SP 128 SP 129 SP 119 SP 120 SP 121 SP 125 SP 124 SP 123 SP 122 SP 105 SP 103 SP 104 SP 130 A D B C SP 101 SP 102 ST Sta. 24+75.27 -Y4RPA- TS Sta. 10+00.00 -Y4CD- POC Sta. 26+81.24 (24.00’ LT.) -Y4RPA- SC Sta. 12+00.00 -L-PCSta. 617+80.74 TS Sta. 31+45.35 -Y4CD- PCC Sta. 36+33.44 SC Sta. 12+10.00 -Y4CD- POT Sta. 44+44.26 (12’ Lt.) TS Sta. 10+00.00 CS Sta. 22+10.62 CS Sta. 22+65.27 SC Sta. 12+10.00 TS Sta. 10+00.00 TS Sta. 10+00.00 ST Sta. 24+68.05 CS Sta. 22+58.05 SC Sta. 12+10.00 PT Sta. 53+84.13 -L- PT Sta. 649+60.9565 -Y5-PT Sta. 32+51.52 ST Sta. 28+43.54 CS Sta. 26+03.54 -Y5-PC Sta. 21+41.22 ST Sta. 24+20.62 -Y4CD- POC STA. 46+87.16 -Y4- POT STA. 90+08.91 -Y4CD- POC STA. 46+60.01 -Y4WB- POT STA. 90+06.05 -Y4CD- POC STA. 47+14.31 -Y4EB- POT STA. 90+11.82 -Y4EB- POT STA. 91+29.51 -L- POC STA. 643+08.58 -L- POC STA. 642+81.42 -Y4WB- POT STA. 91+23.70 -L- POC STA. 642+54.27 -Y4- POT STA. 91+26.60 -L- POC STA. 649+19.78 -Y4RPBD- POC STA. 52+94.28 -Y5DET- POC STA. 22+50.51-Y4CD- POT STA. 53+77.69 -Y4CD- POT STA. 57+01.14 -Y5- POC STA. 27+33.16 -Y5DET- POC STA. 23+67.72 -L- POT STA. 651+54.57 -Y5- POC STA. 28+50.16 -L- POT STA. 652+78.47 -Y4EB- POT STA. 97+90.41 -Y4WB- POT STA. 98+14.65 -Y4- POT STA. 98+02.89 -Y4RPBD- POC STA. 43+79.19 -Y4RPBD- POC STA. 44+08.64 -Y4RPBD- POC STA. 44+38.39 -Y4RPC- SC Sta. 12+40.00-Y4RPC- TS Sta. 10+00.00 -L-TSSta. 659+50.30 I D E N T I T Y - Y5 - P O T S t a . 4 5 + 0 0 .0 0 LB = - Y5 A - P O T S t a . 4 5 + 0 0 .0 0 L A -Y4CD- POT STA. 53+77.69 -Y4RPBD- POC STA. 54+16.42 - Y 4 R P B D - - Y 4R P B--Y4RPBD- - Y4 WB - - Y 4 - - Y4 E B - -Y4RPC- -L- -L- -Y4CD- - Y4 R P B D - - Y5 D E T - - Y 4L P A- -Y4CD- -Y4RPA- -Y4CD- -L- -Y4LPD- - Y4 WB - - Y 4 - - Y4 E B - - Y4 WB - - Y 4 - - Y4 E B - - Y4 R P C - - Y4 R P B- -Y4RPA- - Y5 - - Y4 LP D - -Y4RPBD- ST Sta. 66+11.85 POT Sta. 33+19.67 -Y4RPBD- CS Sta. 63+71.85 -Y5DET- PRC Sta. 12+77.37 -Y4RPD- TS Sta. 15+85.20 -Y4CD- TS Sta. 63+71.14 SC Sta. 18+25.20 -Y4RPBD- CS Sta. 21+25.35 -Y4RPBD- ST Sta. 23+25.35 -Y4RPB- POT Sta. 10+00.00 -Y4RPBD- POT Sta. 30+50.00 12.00’ RT -Y4RPBD- -Y4RPBD- SC Sta. 33+85.35 -Y4RPB- SC Sta. 16+27.27 -Y4RPC- CS Sta. 29+79.53 -Y5DET- PRC Sta. 29+63.61 -Y5DET- PT Sta. 32+32.54 SP 131 SP 132 SP 133 SP 145 SP 146 SP 147 SP 148 SP 149 SP 150 SP 151 SP 152 SP 153 SP 154 SP 155 SP 156 SP 157 SP 158 SP 159 SP 137 SP 138 SP 139 SP 136 SP 162 SP 161 SP 160 SP 134 SP 144 SP 143 SP 140 SP 141 SP 142 SP 137 SP 135 F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F C F C C F F C F F F F F F F F F F F F F C C C C CF F F F F F F F F C C C C C C C C C C C F F F F F F F F C C C F F F F F F F C C C - Y4 R P A- C S S t a . 3 9 + 4 1.7 4 - Y4 R P A- S T S t a . 4 1+ 4 1.7 4 - Y 4 R P B D- T S Sta. 7 4 + 3 1.8 5 - Y 4 R P B D- S C Sta. 7 6 + 3 1.8 5 -Y4WB- -Y4- -Y4EB- -Y4RPA- -Y4RPBD- SP 131 F F F F F F F F F F FF F F F F F C C C C C C C C C C C C C C C C - Y4 R P A - C S S t a . 3 9 + 4 1.7 4 - Y4 R P A - S T S t a . 4 1+ 4 1.7 4 - Y 4 R P B D- T S Sta. 7 4 + 3 1.8 5 - Y 4 R P B D- S C Sta. 7 6 + 3 1.8 5 - Y4 WB - P O T S t a . 6 8 + 8 7 .7 3 2 4 .0 0 ’ R T . 1 2 ’ 1 2 ’ . 0 2 . 0 2 3 ’ R E V I S I O N S 1 6 - D E C - 2 0 1 3 1 0 : 1 4 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ - Y 2 - S T R U C T U R E T Y P I C A L S E C T I O N O N R O A D W A Y U N D E R S T R U C T U R E CL T Y P I C A L S E C T I O N O N S T R U C T U R E CL 1 1 ’ 4 8 ’ 4 6 ’ G R A D E P O I N T 1 1 ’ 4 8 ’ 1 2 ’ 1 2 ’ G R A D E P O I N T . 0 2 . 0 2 6 : 1 . 0 2 . 0 2 6 :1 .0 4 . 0 4 CL 1 5 ’ 3 6 ’ . 0 2 . 0 2 1 5 ’ 2 4 ’ T Y P I C A L S E C T I O N O N S T R U C T U R E G R A D E P O I N T 1 3 . 5 ’ 1 1 ’ 3 6 ’ 1 2 ’ G R A D E P O I N T . 0 2 . 0 2 6 : 1 .0 4 4 6 ’ 1 9 . 5 ’ CL 1 1 ’ 3 6 ’ 1 2 ’ G R A D E P O I N T . 0 2 . 0 2 6 :1 . 0 4 1 9 . 5 ’ T Y P I C A L S E C T I O N O N R O A D W A Y U N D E R S T R U C T U R E 1 0 4 ’ @ @ @ @ - Y 1 - S T R U C T U R E - L- ( W I N S T O N - S A LE M - N O R T H E R N B E LT W A Y ) - Y 1 - ( U S 1 5 8 R E I D S V I LLE R O A D ) O V E R - L- ( W I N S T O N - S A LE M - N O R T H E R N B E LT W A Y ) 1 3 . 5 ’ 8 4 . 5 ’ 8 4 . 5 ’ 7 8 . 5 ’ 7 8 . 5 ’ 2 2 2 2 2 0 1 0 A D T 1 7 , 4 8 0 2 0 3 0 A D T 2 6 , 4 4 0 D H V = 1 0 D = 6 0 D U A L = 3 T T S T = 5 D E S I G N D A T A - Y 1 - V = 5 0 M P H F U N C C L A S S - A R T E R I A L S E E S T D . 6 1 0 . 0 3 @ 2 S L O P E S D E T E R M I N E D B Y G E O T E C T N I C A L E N G I N E E R I N G U N I T B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T 2 0 1 0 A D T 2 0 3 0 A D T D H V = 1 0 D = 6 0 D U A L = 2 T T S T = 1 D E S I G N D A T A - Y 2 - V = 5 0 M P H S E E S T D . 6 1 0 . 0 3 @ 2 S L O P E S D E T E R M I N E D B Y G E O T E C T N I C A L E N G I N E E R I N G U N I T B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T 4 9 6 0 6 8 8 0 6 ’ 8 ’ X X X X X X - Y 1 - - L - - Y 2 - - L - 0 . 7 5 ’ 0 . 7 5 ’ M I N I M U M V E R T I C A L C L E A R A N C E = 1 6 ’ - 6 " M I N I M U M V E R T I C A L C L E A R A N C E = 1 6 ’ - 6 " 1 2 . 5 T O 2 8 . 5 ’ 5 " M O N O L I T H I C C O N C R E T E I S L A N D - Y 2 - ( W A L K E R T O W N - G U T H R I E R D ) O V E R DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIGN EN GINEER EN G INEER R/W SHEET N O . SHEET NO .PRO JECT REFERENCE N O . U-2579B G R A D E P O I N T S T R U C T U R E T Y P I C A L S E C T I O N S L A N E A U X . L A N E A U X . 4 . S E E S H E E T 2 - A F O R - Y 1 - T Y P I C A L S E C T I O N N O T E S : 1 . S E E S H E E T 2 - W F O R B R I D G E S K E T C H 2 . S E E S H E E T 5 F O R P L A N V I E W 3 . S E E S H E E T 2 F O R - L - T Y P I C A L S E C T I O N * I - 7 3 / I - 7 4 C O N N E C T O R P R O J E C T F U T U R E A U X . L A N E F O R F U T U R E * * 1 2 4 . S E E S H E E T 2 - E F O R - Y 2 - T Y P I C A L S E C T I O N N O T E S : 1 . S E E S H E E T 2 - W F O R B R I D G E S K E T C H 2 . S E E S H E E T 7 F O R P L A N V I E W 3 . S E E S H E E T 2 F O R - L - T Y P I C A L S E C T I O N 2-Q L A N E A U X 7 . 5 ’ 3 4 . 5 ’ F U N C C L A S S - M I N O R R U R A L C O L L E C T O R . 0 2 . 0 2 . 0 2 . 0 2 1 6 - D E C - 2 0 1 3 1 0 : 1 4 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ . 0 4 G R A D E P O I N T . 0 4 G R A D E P O I N T T Y P I C A L S E C T I O N O N S T R U C T U R E CL 7 2 ’ 4 8 ’ 4 8 ’ 2 3 ’ 2 3 ’ 7 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ - L- ( W I N S T O N - S A LE M - N O R T H E R N B E LT W A Y ) L C . 0 4 G R A D E P O I N T . 0 4 G R A D E P O I N T 2 3 ’ 2 3 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ O V E R M A R T I N M I LL C R E E K 6 0 ’ 3 6 ’ 6 0 ’ 3 6 ’ C - Y 3 - 2 0 1 0 A D T 2 0 3 0 A D T D H V = 1 0 D = 6 0 V = 7 0 M P H B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T 5 3 , 5 6 0 7 9 , 8 8 0 F U N C C L A S S - I N T E R S T A T E 2 0 1 0 A D T 2 0 3 0 A D T D H V = 1 0 D = 6 0 D U A L = 6 V = 7 0 M P H B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T 5 3 , 5 6 0 7 9 , 8 8 0 F U N C C L A S S - I N T E R S T A T E X X X X X X X X X X S O U T H E R N R A I L R O A D W E S T M O U N T A I N R O A D - L - - L - D E S I G N D A T A - L - D E S I G N D A T A - L - T Y P I C A L S E C T I O N O N S T R U C T U R E L 1 4 ’ CL C 1 4 ’ 1 2 ’ 1 2 ’ P O I N T L DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIGN EN GINEER EN G INEER R/W SHEET N O . SHEET NO .PRO JECT REFERENCE N O . U-2579B R E V I S I O N S 1 1 ’ 1 1 ’ 1 1 ’ 1 1 ’ W A L L M S E F U T U R E W I D E N I N G E X I S T . L A N E S U S E W I T H B A R R I E R C O N C R E T E LC S T R U C T U R E T Y P I C A L S E C T I O N S - S R R - ( S O U T H E R N R A I LR O A D ) , & - Y 3 - ( W E S T M O U N T A I N R O A D ) - L- ( W I N S T O N - S A LE M - N O R T H E R N B E LT W A Y ) O V E R - Y 2 A - ( P I S G A H C H U R C H R O A D ) , D U A L = 6 T T S T = 1 2 T T S T = 1 2 - L - D U A L S T R U C T U R E S 3 4 N O T E S : 1 . S E E S H E E T 2 - W F O R B R I D G E S K E T C H 3 . S E E S H E E T 2 F O R - L - T Y P I C A L S E C T I O N N O T E S : 1 . S E E S H E E T 2 - X F O R B R I D G E S K E T C H 3 . S E E S H E E T 2 F O R - L - T Y P I C A L S E C T I O N 2 . S E E S H E E T 1 0 F O R P L A N V I E W 2 . S E E S H E E T 1 2 F O R P L A N V I E W 2-R 4 . B R I D G E L E N G T H D E T E R M I N E D B Y T H E H Y D R A U L I C S U N I T . 1 . 5 ’ - L - D U A L S T R U C T U R E S 6 7 ’ * * G E O T E C H N I C A L U N I T M S E W A L L T O B E D E T E R M I N E D B Y CL - S R R - E X I S T I N G T R A C K C L E A R A N C E V E R T I C A L 2 3 ’ - 0 " M I N . T O P O F R A I L 1 2 ’ 6 ’ 6 ’ 1 4 ’ 1 2 ’ 1 . 5 ’ W / C & G S I D E W A L K F U T U R E W / C & G S I D E W A L K F U T U R E C R O W N B A R R I E R C O N C R E T E . 0 4 . 0 4 . 0 4 . 0 4 - Y 3 - = 1 5 ’ - 0 " - Y 2 A - = 1 5 ’ - 0 " - S R R - = 2 3 ’ - 0 " M I N I M U M V E R T I C A L C L E A R A N C E . 0 4 . 0 4 . 0 4 . 0 4 ( 3 L A N E W I T H C U R B A N D G U T T E R ) F U T U R E W E S T M O U N T A I N R O A D T Y P I C A L S E C T I O N O N R O A D W A Y U N D E R S T R U C T U R E 4 5 . 8 7 ’ 4 5 . 9 4 ’ E X I S T . - S R R - R / W E X I S T . - S R R - R / W C - Y 2 A - P I S G A H C H U R C H L 9 ’ 9 ’ 1 2 ’ 1 2 ’ E X I S T . @ 2 7 . 5 ’ 4 ’ 1 . 5 ’ 3 7 ’ 1 2 ’ 8 ’ C R O W N P O I N T E X E X E X E X E X E X E X E X 2 6 ’ 1 5 ’ LC T R A C K N . S . F U T U R E T R A C K P A R T F U T U R E T R A C K P A R T F U T U R E 7 0 . 7 5 ’ 8 6 . 6 3 ’ 2 2 3 . 4 7 ’ N O T E : D I M E N S I O N S A R E M E A S U R E D A L O N G - L - H O R I Z O N T A L A L I G N M E N T * * * * * 4 6 . 5 4 ’ 1 9 . 5 5 ’ * S E E S T D . 6 1 0 . 0 3 @ 2 S L O P E S D E T E R M I N E D B Y G E O T E C T N I C A L E N G I N E E R I N G U N I T W A L L N O I S E R E V I S I O N S 1 6 - D E C - 2 0 1 3 1 0 : 1 4 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ T Y P I C A L S E C T I O N O N S T R U C T U R E T Y P I C A L S E C T I O N O N S T R U C T U R E . 0 2 3 6 ’ 2 3 ’ 6 0 ’ . 0 2 3 6 ’ 2 3 ’ 6 0 ’ G R A D E P O I N T 1 2 ’ . 0 6 1 2 ’ 4 ’ G R A D E P O I N T 1 2 ’ 4 ’ 1 6 ’ 3 0 ’ . 0 2 1 0 ’ - Y 4 C D - CL CL G R A D E P O I N T G R A D E P O I N T 1 2 ’ 1 2 ’ 1 2 ’ G R A D E P O I N T 1 2 ’ 1 0 ’ 1 2 ’ 4 ’ - Y 4 C D - S T R U C T U R E 1 2 ’ 3 8 ’ - Y 4 R P A - - Y 4 C D - O V E R S M I T H C R E E K - Y 4 R P B D - S T R U C T U R E C . 0 6 - Y 4 R P B D - 2 0 1 0 A D T 2 0 3 0 A D T D H V = 1 0 D U A L = 5 V = 6 0 M P H B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T 3 2 , 6 0 0 4 3 , 8 0 0 F U N C C L A S S - I N T E R S T A T E 2 0 1 0 A D T 2 0 3 0 A D T D H V = 1 0 V = 6 0 M P H B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T 6 , 6 0 0 1 1 , 8 0 0 F U N C C L A S S - I N T E R S T A T E T T S T = 1 2 2 0 1 0 A D T 2 0 3 0 A D T D H V = 1 0 V = 7 0 M P H B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T 5 3 , 5 6 0 7 9 , 8 8 0 F U N C C L A S S - I N T E R S T A T E D E S I G N D A T A - Y 4 C D - D E S I G N D A T A - L - L 2 0 1 0 A D T 2 0 3 0 A D T D H V = 1 0 V = 7 0 M P H B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T 3 2 , 6 0 0 4 3 , 8 0 0 F U N C C L A S S - I N T E R S T A T E 1 0 ’ 4 ’ X X X X X X X X X X X X X - L- ( W I N S T O N - S A LE M N O R T H E R N B E LT W A Y ) O V E R S M I T H C R E E K - L - D E S I G N D A T A - Y 4 R P B D - T Y P I C A L S E C T I O N O N S T R U C T U R E T Y P I C A L S E C T I O N O N S T R U C T U R E X 3 8 ’ LC D E S I G N D A T A - Y 4 R P A - DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIG N ENG IN EER ENGIN EER R/W SHEET NO . SHEET N O .PRO JECT REFEREN CE N O . U-2579B - Y 4 R P A - S T R U C T U R E - Y 4 R P A - O V E R S M I T H C R E E K 1 1 ’ 1 1 ’ S T R U C T U R E T Y P I C A L S E C T I O N S - Y 4 R P B D - O V E R S M I T H C R E E K T T S T = 6 D U A L = 6 D U A L = 6 T T S T = 1 2 D U A L = 6 T T S T = 1 2 5 6 7 N O T E S : 1 . S E E S H E E T 2 - X F O R B R I D G E S K E T C H N O T E S : 1 . S E E S H E E T 2 - X F O R B R I D G E S K E T C H 3 . S E E S H E E T 2 F O R - L - T Y P I C A L S E C T I O N N O T E S : 1 . S E E S H E E T 2 - Y F O R B R I D G E S K E T C H 2 . S E E S H E E T 1 5 F O R P L A N V I E W 3 . S E E S H E E T 2 - G F O R - Y 4 R P A - T Y P I C A L S E C T I O N 2 . S E E S H E E T 1 5 F O R P L A N V I E W 4 . S E E S H E E T 2 - I F O R - Y 4 C D - T Y P I C A L S E C T I O N 2 . S E E S H E E T 1 5 F O R P L A N V I E W 3 . S E E S H E E T 2 - G F O R - Y 4 R P B D - T Y P I C A L S E C T I O N 2-S 4 . B R I D G E L E N G T H D E T E R M I N E D B Y T H E H Y D R A U L I C S U N I T . 5 . B R I D G E L E N G T H D E T E R M I N E D B Y T H E H Y D R A U L I C S U N I T . 4 . B R I D G E L E N G T H D E T E R M I N E D B Y T H E H Y D R A U L I C S U N I T . - L - D U A L S T R U C T U R E S D = 6 0 D = 6 0 D = 6 0 D = 6 0 . 0 6 . 0 6 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 W A L L N O I S E R E V I S I O N S 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ . 0 2 3 6 ’ 2 3 ’ . 0 2 4 8 ’ 2 3 ’ CL 6 0 ’ 7 2 ’ . 0 4 5 :1 9 ’ 6 ’ . 0 2 . 0 2 5 : 1 1 2 ’ . 0 2 . 0 2 3 6 ’ .0 4 1 1 ’ 1 1 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ @ - Y 4 - ( U S 4 2 1 / I - 4 0 B U S I N E S S ) C C @ 3 3 2 0 1 0 A D T 2 0 3 0 D H V = 1 0 V = 6 0 M P H S E E S T D . 6 1 0 . 0 2 @ 3 S L O P E S D E T E R M I N E D B Y G E O T E C T N I C A L E N G I N E E R I N G U N I T B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T 1 1 , 8 0 0 F U N C C L A S S - I N T E R S T A T E T T S T = 1 2 2 0 1 0 2 0 3 0 D H V = 1 0 V = 7 0 M P H S E E S T D . 6 1 0 . 0 2 @ 3 S L O P E S D E T E R M I N E D B Y G E O T E C T N I C A L E N G I N E E R I N G U N I T B R I D G E R A I L T O B E D E T E R M I N E D B Y S T R U C T U R E D E S I G N U N I T F U N C C L A S S - I N T E R S T A T E X X X X X X X X L - L- ( W I N S T O N - S A LE M N O R T H E R N B E LT W A Y ) O V E R 7 0 . 5 ’ 8 2 . 5 ’ LC - Y 4 C D - G R A D E P O I N T . 0 2 1 2 ’ 2 4 ’ 1 0 ’ 5 0 ’ 4 ’ A D T 6 , 6 0 0 D E S I G N D A T A - Y 4 C D - - Y 4 C D - O V E R - Y 4 - ( U S 4 2 1 / I - 4 0 B U S I N E S S ) - Y 4 C D - S T R U C T U R E - Y 4 W B - C L - Y 4 E B - L 1 2 ’ G R A D E P O I N T G R A D E P O I N T T Y P I C A L S E C T I O N O N R O A D W A Y U N D E R S T R U C T U R E T Y P I C A L S E C T I O N O N S T R U C T U R E T Y P I C A L S E C T I O N O N S T R U C T U R E P O I N T G R A D E - L - D E S I G N D A T A - L - 5 3 , 5 6 0 7 9 , 8 8 0 A D T A D T . 0 2 M I N I M U M V E R T I C A L C L E A R A N C E = 1 6 ’ - 6 " 2 4 ’ 1 5 ’ 1 5 ’ 9 ’ 6 ’ M I N I M U M V E R T I C A L C L E A R A N C E = 1 6 ’ - 6 " - Y 4 - DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIG N ENGIN EER EN GIN EER R/W SHEET NO . SHEET N O .PRO JECT REFEREN CE NO . U-2579B S T R U C T U R E T Y P I C A L S E C T I O N S D U A L = 6 D U A L = 6 T T S T = 1 2 1 9 . 5 ’ P S 4 ’ P S 4 ’ L A N E A U X L A N E A U X L A N E A U X * * T O M I T I G A T E W E A V E A R E A B E T W E E N L O O P S T H I S A U X . L A N E P R O V I D E S S E P A R A T I O N - L - D U A L S T R U C T U R E S * M I T I G A T E W E A V E A R E A B E T W E E N L O O P S . T H I S A U X . L A N E P R O V I D E S S E P A R A T I O N T O 8 9 N O T E S : 1 . S E E S H E E T 2 - Y F O R B R I D G E S K E T C H 4 . S E E S H E E T 2 - F F O R - Y 4 - T Y P I C A L S E C T I O N N O T E S : 1 . S E E S H E E T 2 - Y F O R B R I D G E S K E T C H 3 . S E E S H E E T 2 F O R - L - T Y P I C A L S E C T I O N 2 . S E E S H E E T 1 6 F O R P L A N V I E W 3 . S E E S H E E T 2 - I F O R - Y 4 C D - T Y P I C A L S E C T I O N 4 . S E E S H E E T 2 - F F O R - Y 4 - T Y P I C A L S E C T I O N 2 . S E E S H E E T 1 6 F O R P L A N V I E W A F U T U R E 6 - L A N E F A C I L I T Y . 5 . - Y 4 E B - W A S S E T U P W I T H A 1 9 . 5 ’ O F F S E T F O R A F U T U R E 6 - L A N E F A C I L I T Y . 5 . - Y 4 E B - W A S S E T U P W I T H A 1 9 . 5 ’ O F F S E T F O R 2-T P O I N T G R A D E 1 9 . 5 ’ D = 6 0 . 0 4 5 :1 9 ’ 6 ’ . 0 2 . 0 2 5 : 1 1 2 ’ . 0 2 . 0 2 3 6 ’ .0 4 @ C C @ 3 3 L 7 0 . 5 ’ 8 2 . 5 ’ - Y 4 W B - C L - Y 4 E B - L 1 2 ’ G R A D E P O I N T G R A D E P O I N T T Y P I C A L S E C T I O N O N R O A D W A Y U N D E R S T R U C T U R E 2 4 ’ 1 5 ’ 1 5 ’ 9 ’ 6 ’ - Y 4 - 1 9 . 5 ’ P S 4 ’ P S 4 ’ L A N E A U X L A N E A U X L A N E A U X * 1 9 . 5 ’ D = 6 0 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 TYPICAL SECTIO N O N STRUCTURE G RADE PO IN T 12’ 40’ .06 12’ CL -Y4RPBD- 5:1 .02 5:1 .02 .02 24’ @ .02 .02.02.02.02 .02 .04 36’ 23’ 48’ 23’ 11’14’12’12’ .04 11’24’6’9’ 4’ G RADE PO IN T G RADE PO IN T 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ G RADE PO IN T G RADE PO IN T G RADE PO IN T CC CC C 11.5’ 6:1 6:1 2 -Y4RPBD- STRUCTURE 4’12’ L 6:1 6’9’12’12’ 15’ 4’ 83’ 6:1 2010 ADT 2030 ADT DHV = 11 SEE STD. 610.03 @ 2 SLO PES DETERM IN ED BY G EO TECTN ICAL EN G IN EERIN G UN IT BRIDG E RAIL TO BE DETERM IN ED BY STRUCTURE DESIG N UN IT 32,600 43,800 DUAL = 6 D = 60 X X X -Y4EB--Y4W B- LL L -Y4CD- L 70.5’ 10’ TYPICAL SECTIO N O N RO ADW AY UN DER STRUCTURE DESIG N DATA -Y4RPBD- .06 M IN IM UM VERTICAL CLEARAN CE = 16’-6" 15’ .04 2 19.5’ @ 24’22’ 24’ 57.5’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIG N EN G INEER ENG IN EER R/W SHEET NO . SHEET N O .PRO JECT REFERENCE N O . U-2579B R E V I S I O N S STRUCTURE TYPICAL SECTIO N S -L- -Y4- TTST = 12 12’ PS 4’ 10’ PS 12’ N O TES: 2. SEE SHEET 16 FO R PLAN VIEW 4. SEE SHEET 2-H FO R -Y4RPBD- TYPICAL SECTIO N 5. SEE SHEET 2-I FO R -Y4CD- TYPICAL SECTIO N 2-U LAN E AUX FUN C CLASS - IN TERSTATE LAN E AUX LAN E AUX* * V = 50 M PH (SEE N O TE 6) W IDTH O F BRIDG E DISTAN CE M EETS 50 M PH DUE TO THE ALIG N M EN T M EETS 60 M PH. STO PPIN G SIG HT 6. DESIG N SPEED O F HO RIZO N TAL & VERTICAL 3. SEE SHEET 2 FO R -L- TYPICAL SECTIO N 1. SEE SHEET 2-Y FO R BRIDG E SKETCH M ITIG ATE W EAVE AREA BETW EEN LO O PS. THIS AUX. LAN E PRO VIDES SEPARATIO N TO .04 2 19.5’ @ 70.5’ .04 @ 13.5’ 2 84.5’ TYPICAL SECTIO N O N RO ADW AY UN DER STRUCTURE TYPICAL SECTIO N O N STRUCTURE G RADE PO IN T 12’ 40’ .06 12’ CL -Y4RPBD- 4’12’ 2010 ADT 2030 ADT DHV = 11 SEE STD. 610.03 @ 2 SLO PES DETERM IN ED BY G EO TECTN ICAL EN G IN EERIN G UN IT BRIDG E RAIL TO BE DETERM IN ED BY STRUCTURE DESIG N UN IT 32,600 43,800 DUAL = 6 D = 60 X X X DESIG N DATA -Y4RPBD- .06 M IN IM UM VERTICAL CLEARAN CE = 16’-6" TTST = 12 10 N O TES: 2. SEE SHEET 16 FO R PLAN VIEW 4. SEE SHEET 2-H FO R -Y4RPBD- TYPICAL SECTIO N 5. SEE SHEET 2-I FO R -Y4CD- TYPICAL SECTIO N FUN C CLASS - IN TERSTATE * V = 50 M PH (SEE N O TE 6) W IDTH O F BRIDG E DISTAN CE M EETS 50 M PH DUE TO THE ALIG N M EN T M EETS 60 M PH. STO PPIN G SIG HT 6. DESIG N SPEED O F HO RIZO N TAL & VERTICAL 3. SEE SHEET 2 FO R -L- TYPICAL SECTIO N 1. SEE SHEET 2-Y FO R BRIDG E SKETCH M ITIG ATE W EAVE AREA BETW EEN LO O PS. THIS AUX. LAN E PRO VIDES SEPARATIO N TO 10A -Y4RPBD- STRUCTURE -Y4RPBD- O VER -L- (W IN STO N -SALEM N O RTHERN BELTW AY) -Y4EB- & -Y4W B- (US 421 / I-40 BUSIN ESS)-Y4RPBD- O VER -L- (W IN STO N -SALEM N O RTHERN BELTW AY) -L-, AN D -Y4CD- .06 .06 .02 .02.02 .06 .06 .02 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ G RADE PO IN T 12’ 0.08 4’ 0.04 31’ .02 .02 12’12’ 4’ 16’ .02 TYPICAL SECTIO N O N STRUCTURE TYPICAL SECTIO N O N RO ADW AY UN DER STRUCTURE .02 .02 12’12’ 4’ .08 .08 .02.02 .02 .02 .02 .02.02.04 .04 36’23’23’ 11’11’ 12’ 12’12’12’ .04 12’12’ G RADE PO IN T 10’ 12’4’4’ 16’12’15’ G RADE PO IN T 6:1 6:1 -Y5- STRUCTURE -Y5- (HASTIN G HILL RO AD) O VER C CC C 12’ G RADE PO IN T G RADE PO IN T TYPICAL SECTIO N O N STRUCTURE TYPICAL SECTIO N UN DER STRUCTURE 6:1 2 2 2 2 11.5’ C C .02.06 6:1 57.5’23.5’ 6:1 2010 ADT 2030 ADT DHV = 11 V = 50 M PH SEE STD. 610.03 @ 2 SLO PES DETERM IN ED BY G EO TECTN ICAL EN G IN EERIN G UN IT BRIDG E RAIL TO BE DETERM IN ED BY STRUCTURE DESIG N UN IT 7,600 13,600 TTST = 1 DUAL = 2 D = 60 FUN C CLASS - URBAN CO LLECTO R 10’ 83’ X X X X X @@ @ @ 7.5’7.5’ 7.5’ -Y5- L -Y4RPD- L -Y5- L -L- L -Y4CD-L -Y4RPC-L DESIG N DATA -Y5- M IN IM UM VERTICAL CLEARAN CE = 16’-6" 14’ 22’24’ 14’ 18’ 6:1 2010 ADT 2030 ADT DHV = 11 V = 50 M PH SEE STD. 610.03 @ 2 SLO PES DETERM IN ED BY G EO TECTN ICAL EN G IN EERIN G UN IT BRIDG E RAIL TO BE DETERM IN ED BY STRUCTURE DESIG N UN IT 7,600 13,600 TTST = 1 DUAL = 2 D = 60 FUN C CLASS - URBAN CO LLECTO R X DESIG N DATA -Y5- M IN IM UM VERTICAL CLEARAN CE = 16’-6" 36’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIG N ENGIN EER EN GIN EER R/W SHEET NO . SHEET N O .PRO JECT REFEREN CE NO . U-2579B R E V I S I O N S -Y5- STRUCTURE -Y5- (HASTIN G HILLS RO AD) O VER -Y4RPD- STRUCTURE TYPICAL SECTIO N S -Y4CD-, -L- (W IN STO N -SALEM N O RTHERN BELTW AY) , & -Y4RPC- .08 4’ PS 30’ M IN IM UM 30’ M IN IM UM 12 13 N O TES: 1. SEE SHEET 2-Z FO R BRIDG E SKETCH N O TES: 1. SEE SHEET 2-Z FO R BRIDG E SKETCH 2. SEE SHEET 16 FO R PLAN VIEW 3. SEE SHEET 2-J FO R -Y5- TYPICAL SECTIO N 4. SEE SHEET 2-H FO R -Y4RPD- TYPICAL SECTIO N N O TES: 1. SEE SHEET 2-Z FO R BRIDG E SKETCH 2. SEE SHEET 29 FO R PLAN VIEW 3. SEE SHEET 2-J FO R -Y5- TYPICAL SECTIO N 2. SEE SHEET 16 FO R PLAN VIEW 3. SEE SHEET 2-J FO R -Y5- TYPICAL SECTIO N 4. SEE SHEET 2-I FO R -Y4CD- & Y4RPC TYPICAL SECTIO N 5. SEE SHEET 2 FO R -L- TYPICAL SECTIO N 2-V 7.5’ 7.5’ 35.5’ 35.5’ 63.60’ 4.60’ TAPER LAN E .02 .02 .02 .02 CL FDPS FDPS SHLDR SHLDR CL CL 12’12’12’12’11’11’ 30’ TO FACE -Y4- (I-40 / US 421 BUSIN ESS) 4’4’ 9’6’9’6’ 12’ 24’19’-11"36’19’-11" TO FACE BARRIER CO N CRETE M SE W ALLMSE W ALL BARRIER CO N CRETE @@ * LAN E AUX. FUTURE 2010 ADT 2030 ADT DHV = 11 V = 40 M PH @ G EO TECTN ICAL EN G IN EERIN G UN IT BRIDG E RAIL TO BE DETERM IN ED BY STRUCTURE DESIG N UN IT 5,260 8,300 TTST = 1 DUAL = 2 D = 60 X DESIG N DATA -Y5A- FUN C CLASS - RURAL LO CAL M IN IM UM VERTICAL CLEARAN CE=16’-6" 11 *M ITIG ATE W EAVE AREA BETW EEN LO O PS. THIS AUX. LAN E PRO VIDES SEPARATIO N TO M SE W ALLS DETERM IN ED BY .02 .02 C -Y5A- STRUCTURE X X 12’12’ 4’ -Y5A-L 7.5’ 35.5’ .02.02 O VER -Y4- (US 421 / I-40 BUSIN ESS) -Y5A- (HASTIN G HILLS RO AD) 4. SEE SHEET 2-F, 2-FA FO R -Y4- TYPICAL SECTIO N (SEE TIP PRO JECT U -2579G) TYPICAL SECTIO N O N ROADW AY U N DER STRU CTU RE (SEE TIP PROJECT U -2579G ) TYPICAL SECTIO N O N STRU CTU RE .02.02.04 G RADE PO IN T .02.02.04 G RADE PO IN T .04.04 W U W U DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN EN GIN EER EN G INEER R/W SHEET N O . SHEET NO .PRO JECT REFEREN CE NO . U-2579B 8 / 1 7 / 9 9 48’ - L - -Y1- Sta. 34+10.05 -L- Sta. 482+13.14 30’ 24’ 30’ 36’ 104’15’57’ 47’ B-77 B-77B-77 2 22 2 36’36’ END BRIDGE -Y1- END APPROACH SLAB -Y1- BEGIN BRIDGE -Y1- BEGIN APPROACH SLAB -Y1- 8’ 4’ -Y2- - L- B-77B-77 2 2 2 2 24’ 3’ 24’ END BRIDGE END APPROACH SLAB-Y2- -Y2- M I L LCREEKM ARTIN 46’ 36’ 36’ 12’ 12’ B-77 B-77 B-77 12’ END APPROACH SLABS BEGIN APPROACH SLABS 22’ -L- -L- -L- -L- B-77 22’ 12’ -Y1- 12’ BEGIN APPROACH SLAB BEGIN BRIDGE-Y2- -Y2- Sta. 20+20.21 -L- Sta. 516+31.30 -Y2- -L- -L- FOR -Y1- OVER -L-FO R -Y2- O VER -L- 6’ 2 SEE NCDOT STD. 610.03 - Y 1 L P D - 2’ 24’ 2’ 2 SEE NCDOT STD. 610.03 46’ 36’ 36’ 12’ 12’ NOTE:NOTE: 12’ 22’ 12’ 12’ 36’ 36’ 24’ CONCRETE ISLAND BEGIN 5" MONOLITHIC BEGIN BRIDGES END BRIDGES 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ 13.5’13.5’ 25:1 1’-6" C&G 1’-6" C&G 13.5’ 13.5’VAR. PS VAR. PS VAR. PS 8:1 DETAIL SH OW IN G PAVEM EN T & BRIDGE RELATION SH IP DETAIL SH O W IN G PAVEM EN T & BRIDG E RELATIO N SH IP FO R -L- (DU AL BRIDG ES) OVER M ARTIN M ILL CREEK D ETAIL SH O W IN G PAVEM EN T & BRID G E RELATIO N SH IP BRIDG E SKETCHES VAR. PS VAR. PS 19.5’ 19.5’19.5’ 19.5’ 12’ 1 2 3 2-W N O TES: 0 2 0 2 0 2 0 2 SEE SHEET 2-Q FO R STRUCTURE 1 TYPICAL SECTIO N SEE SHEET 2-Q FO R STRUCTURE 2 TYPICAL SECTIO N SEE SHEET 2-R FO R STRUCTURE 3 TYPICAL SECTIO N 34.5’ 7.5’ 3 3 + 9 1 . 8 8 200’ TAPER TYPE III TYPE III BEGIN NOISE WALL -NWL1- -NWL1- B-77 B-77 0 4 0 4 0 4 0 4 B-77CAT-1 GRAU-350 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIGN EN G INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFEREN CE NO . U-2579B SMITH CREEK 10’ 4’ 24’ B-77 BEGIN BRIDGE BEGIN APPROACH SLAB B-77 -Y4RPA- -Y4RPA- S M IT H C R E E K -L- B-77 B-77 B-77 BEGIN APPROACH SLABS END APPROACH SLABS 12’ 46’12’ 10’ 30’ -Y4CD- BEGIN APPROACH SLAB BEGIN BRIDGE END APPROACH SLAB END BRIDGE -Y4CD- -Y4CD--Y4CD- -Y4CD- -L- -L- -L- -L- -Y4RPA- B-77 38’ END APPROACH SLAB-Y4RPA- END BRIDGE-Y4RPA- 12’ 12’ 36’ 12’ FOR -Y4RPA- O VER SM ITH CREEK 12’ 36’60’ 60’36’ 36’ 10’12’ 4’12’ 36’ 36’ B-77 22’ 12’ 46’ 4’ 12’ 12’ B-77 -L- -Y4CD- 22’ FO R -Y4CD- AN D -L- (DU AL BRIDG ES) O VER SM ITH CREEK BEGIN BRIDGES END BRIDGES FO R -L- ( DU AL BRIDG ES) OVER -Y2A-, -SRR-, AN D -Y3- 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ DETAIL SH OW IN G PAVEM EN T & BRIDG E RELATIO N SH IP DETAIL SH OW IN G PAVEM EN T & BRIDG E RELATIO N SH IP DETAIL SH O W IN G PAVEM EN T & BRIDG E RELATIO N SH IP BRIDG E SKETCHES VAR. PS VAR. PS 4’ 5 6 2-X N O TES: SEE SHEET 2-R FO R STRUCTURE 4 TYPICAL SECTIO N SEE SHEET 2-S FO R STRUCTURE 5 TYPICAL SECTIO N SEE SHEET 2-S FO R STRUCTURE 6 TYPICAL SECTIO N 0 2 0 2 0 2 0 2 0 6 0 6 4 -L- N O R F O R K S O U T H E R N R A I L R O A D - Y 3 - 12’P.S. 12’P.S. 12’ P.S.B-77 B-77 B-77 B-77 BEGIN CONSTRUCTION BEGIN 3" RESURFACING -Y2A- STA. 16+00.00 END BRIDGE END APPROACH SLAB BEGIN BRIDGE BEGIN APPROACH SLAB BEGIN ABUTMENT WALL & SINGLE FACE BARRIER END ABUTMENT WALL & SINGLE FACE BARRIER S R 2 3 7 7 W E S T M O U N T A I N R D WALL ABUTMENT PROPOSED S R 2 4 10 P I S G A H C H U R C H R D 48’72’ 12’ 48’ 12’ 72’ 04 12’ 48’ 48’ 46’ 12’ 48’ 46’ 12’ VAR. 48’04 -L- -L- -L- -L- BEGIN APPROACH SLAB-L- END APPROACH SLAB-L- -L- END APPROACH SLABS -L- -SRR- Sta. 35+12.32 -L- Sta. 584+36.24 -Y2A- Sta. 18+29.06 -L- Sta. 583+49.61 -L- Sta. 585+06.99 -Y3- Sta. 22+74.08 5 8 5 20 20 25 35 - S R R - - Y 2 A - 5 8 0 G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 T Y P E B - 7 7 G R A U 3 5 0 T Y P E B - 7 7 G R A U 3 5 0 T Y P E B - 7 7 T Y P E B - 7 7 T Y P E B - 7 7 -Y2A- STA. 24+32.11 (45.5’ LT.) B-77 -Y3- STA. 21+03.39 (45.5’ LT.) B-77 2 2 2 SEE NCDOT STD. 610.03 NOTE: VAR. 15 3 0 NOISE WALL ON BRIDGE BEGIN NOISE WALL -NWY4RPA- END NOISE WALL ON BRIDGE BEGIN NOISE WALL ON BRIDGE END NOISE WALL -NWL3- BEGIN NOISE WALL ON BRIDGE END NOISE WALL -NWL1- BEGIN NOISE WALL -NWL2- END NOISE WALL ON BRIDGE CAT-14’ 24’24’ B-77 B-77 B-77 TYPE M3504’4’ VAR. PS12’ 4’12’ 12’ APPROACH SLABS BEGIN VAR. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . U-2579B S MIT H C R E E K 38’-Y4RPBD- B-77 B-77 B-77 B-77 BEGIN BRIDGE BEGIN APPROACH SLAB END BRIDGE END APPROACH SLAB 24’ PS4’ 10’PS -Y4RPBD- -Y4RPBD- -Y4RPBD- -Y4RPBD- B-77 12’ 12’ 48’ 12’ B-77 36’ 10’ 4’ 36’ 12’ 48’ 12’ -L- -Y4CD- -Y4LPA- -Y4CD- -Y4LPD- -L- -Y4LPB- B-77 B-77 B-77 B-77B-77 3 3 3 3 -Y4CD- BEGIN BRIDGE-Y4CD- -Y4CD- POC STA. 46+60.01 -Y4WB- POT STA. 90+06.05 -Y4CD- POC STA. 47+14.31 -Y4EB- POT STA. 90+11.82 END BRIDGE-Y4CD- -Y4CD- -L- -L- -L- POC STA. 643+08.58 -Y4EB- POT STA. 91+29.51 -L- -L- -Y4WB- POT STA. 91+23.70 -L- POC STA. 642+54.27 50’ 60’ 72’ - Y 4 R P B D- -L-- Y4C D- B - 7 7 B- 77 -Y4- 2 22 2 -Y4WB--Y4EB- -Y4RPBD-40’ 12’ 24’ 4’ 2 4’ 4 7 + 0 0 5 0 + 0 0 BEGIN BRIDGE -Y4RPBD- -Y4RPBD- BEGIN APPROACH SLAB END APPROACH SLAB-Y4RPBD- END BRIDGE-Y4RPBD- 22’ FO R -Y4RPBD - O VER SM ITH CREEK - Y 4 E B - - Y 4 - - Y 4 W B - 24’24’ -Y4CD- POC STA. 46+87.16 -Y4- POT STA. 90+08.91 36’ 12’ 36’ 22’ 48’ 12’ 36’ 36’ -L- POC STA. 642+81.42 3 SEE NCDOT STD. 610.02 2 SEE NCDOT STD. 610.03 10’ 24’ 4’ NOTE: NOTE: BEGIN APPROACH SLAB END APPROACH SLAB BEGIN APPROACH SLABS BEGIN BRIDGES END APPROACH SLABS END BRIDGES -Y4- POT STA. 91+26.60 - Y 4 E B - - Y 4 - - Y 4 W B - -Y4RPBD- FOR -Y4CD- & -L- (DU AL BRIDG ES) O VER -Y4- 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ DETAIL SH OW IN G PAVEM EN T & BRIDG E RELATIO N SH IP DETAIL SH O W IN G PAVEM EN T & BRIDG E RELATIO N SH IP BRIDG E SKETCHES VAR. PS VAR. PS VAR. PS VAR. PS 10’ 19.5’ 19.5’ 10’CDAUX 11.5’ 10’ 11.5’ 10’ 6’ 19.5’ A U XC D A U X 6’ 19.5’ 7 8 10 9 2-Y N O TES: SEE SHEET 2-S FO R STRUCTURE 7 TYPICAL SECTIO N SEE SHEET 2-T FO R STRUCTURE 8 TYPICAL SECTIO N SEE SHEET 2-T FO R STRUCTURE 9 TYPICAL SECTIO N 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 6 0 6 06 06 19.5’ 19.5’ SEE SHEET 2-U FO R STRUCTURE 10 TYPICAL SECTIO N BEGIN APPROACH SLABS-L- END APPROACH SLABS 13.5’ P.S. 13.5’ P.S. BEGIN APPROACH BEGIN BRIDGE 12’ P.S. 12’ P.S. 10’P.S. 19.5’P.S.END APPROACH END BRIDGE 10A B -7 7 B -7 7 2 2 2 2 B-77 B-77 2 SEE NCDOT STD. 610.03 NOTE: DETAIL SH O W IN G PAVEM EN T & BRIDG E RELATIO N SH IP FO R -Y4RPBD - O VER -L- DETAIL SH O W IN G PAVEM EN T & BRIDG E RELATIO N SH IP FOR -Y4RPBD- O VER -Y4EB- & -Y4W B- 19.5’P.S. 10’P.S. -Y4RPBD- STA. 43+79.19 -Y4WB- STA. 98+14.65 -Y4RPBD- STA. 44+08.64 -Y4- STA. 98+02.89 STA. 45+17.13 -Y4RPBD- -Y4RPBD- STA. 45+44.69 -Y4EB- STA. 97+90.41 -Y4RPBD- STA. 44+38.39 -Y4RPBD- STA. 52+94.28 -L- STA. 649+19.78 -Y4RPBD- STA. 54+16.42 -Y4CD- STA. 53+77.69 -Y4RPBD- STA. 51+70.14 -Y4RPBD- STA. 51+43.58 B-77 B-77 R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . U-2579B -Y 4R PD - 24’ -Y5- 24’ - Y 4 R P C- -Y5- - Y 4 C D - B-77 B-772 - L - 2 -Y5- -Y5- STA. 28+50.16 -L- STA. 652+78.47 END APPROACH SLAB END BRIDGE-Y5- -Y5- STA 30+21.54 -Y4RPC- STA 16+38.67 4’ 24’ B-77 B-77 2 BEGIN APPROACH SLAB -Y5- -Y4CD- STA. 57+01.14 BEGIN BRIDGE -Y5- -Y4RPD- STA. 23+71.54 -Y5- STA. 23+59.12 END APPROACH SLAB END BRIDGE -Y5- -Y5- 2 4’ B-77 B-77 24’ 2B-77 B-77 BEGIN BRIDGE-Y5- BEGIN APPROACH SLAB-Y5- 2 SEE NOTE STD. 610.03 24’ NOTE: 2 SEE NOTE STD. 610.03 NOTE: FOR -Y5- OVER -Y4RPD- FOR -Y5- OVER -L-, -Y4CD-, & -Y4RPC- 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ s t r u c t r e c s \ u 2 5 7 9 _ r d y _ s t r _ r e c . d g n $ $ $ $ U S E R N A M E $ $ $ $ DETAIL SH O W IN G PAVEM EN T & BRIDGE RELATION SH IP DETAIL SH OW IN G PAVEM EN T & BRIDG E RELATIO N SH IP DETAIL SH O W IN G PAVEM EN T & BRID G E RELATION SH IP BRIDG E SKETCHES VAR. PS VAR. PS VAR. PS VAR. PS 4’ 4’ 7.5’ 7.5’ 7.5’ 7.5’ 4’ 4’ VAR. PS VAR. PS VAR. PS VAR. PS 10’ 11.5’ 11.5’ 10’ 4’ 7.5’ 4’ 7.5’ 13 12 2-Z N O TES: 0 2 0 2 0 2 0 2 0 2 0 2 SEE SHEET 2-V FO R STRUCTURE TYPICAL 11 SECTIO N SEE SHEET 2-V FO R STRUCTURE TYPICAL 12 SECTIO N SEE SHEET 2-V FO R STRUCTURE TYPICAL 13 SECTIO N 24’ 7.5’ 35.5’ 2 2 35.5’ 7.5’2 -Y5- STA. 27+33.16 0 2 -Y4WB--Y4EB--Y4- -Y5A- 24’ 4’ PS 4’ PS B-77 B-77 24’ END APPROACH SLAB END BRIDGE B-77 B-77 BEGIN BRIDGE 24’-Y5A- 4’ 7.5’ 35.5’ -Y4- STA. 129+64.57 -Y5A- STA. 68+06.51 -Y5A- STA. 68+47.29 -Y4WB- STA. 129+95.14 -Y5A- STA. 67+55.72 -Y4EB- STA. 129+34.00 MSE WALL MSE WALL58.9’24’15’TO FACE TO FACE 70.9’15’36’ 0 2 -Y5A- STA. 67+07.01 BEGIN APPROACH SLAB -Y5A- STA. 66+83.52 -Y5A- STA. 69+24.26 -Y5A- STA. 69+47.75 (TIP PRO JECT U -2579G ) FO R -Y5A- O VER -Y4- 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 1 2 ’ 3 6 ’ 0 2 0 2 0 2 0 2 0 2 0 2 0 8 0 8 0 8 0 8 0 8 0 8 0 8 -Y1RPA- 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 - G O R E W I D T H = 9 . 9 7 5 6 -L- -Y1RPD- 1 6 ’ 8:1 TAPER 8:1 TAPER 0 816 ’ 12’P.S. 0 2 3 6 ’ 0 2 0 2 - G O R E W I D T H = 2 . 9 8 2 9 - G O R E W I D T H = 6 . 4 7 9 3 (SEE PLAN SHEET 5 FOR PLAN VIEW) 0 2 0 2 0 2 1 2 ’ P . S . 1 2 ’ P . S . 12 ’ 12’P.S. 3 6 ’ 1 6 ’ 4’P.S. 12’P.S. 12’P.S. 4’P.S. 3 6 ’ -L- - G O R E W I D T H = 2 5 . 9 4 1 1 - G O R E W I D T H = 2 1 . 9 1 5 7 - G O R E W I D T H = 2 1 . 0 5 2 5 - G O R E W I D T H = 1 7 . 0 4 2 5 - G O R E W I D T H = 1 3 . 4 7 1 9 - Y 1 R P A - 1 0 + 0 0 . 0 0 - L - 5 0 3 + 0 0 . 0 0 ( 5 9 . 0 0 ’ L T ) - Y 1 R P A - 1 0 + 4 9 . 8 8 - L - 5 0 2 + 5 0 . 0 0 ( 5 9 . 0 0 ’ L T ) - L - 5 0 2 + 0 0 . 0 0 ( 5 9 . 0 0 ’ L T ) - L - 5 0 1 + 5 0 . 0 0 ( 5 9 . 0 0 ’ L T ) - L - 5 0 1 + 0 0 . 0 0 ( 5 9 . 0 0 ’ L T ) - L - 5 0 0 + 5 0 . 0 0 ( 5 9 . 0 0 ’ L T ) - L - 5 0 0 + 0 0 . 0 0 ( 5 9 . 0 0 ’ L T ) 1 2 ’ -L- AN D -Y1RPA- G O RE DETAIL (SEE PLAN SHEET 5 & 6 FOR PLAN VIEW) 1 1 ’ .0207.0210.0211 . 0 2 0 6 . 0 1 8 5 . 0 2 1 4 . 0 2 6 5 . 0 2 6 5 . 0 3 3 6 .0 7 0 3 .0 5 7 7 .0 4 7 6 .0 4 5 1 .0 3 2 6 .0 2 14 12 ’P .S . .0609.0651.0613.0580 . 0 5 1 5 . 0 4 6 1 11’ 12’P.S. -L- AN D -Y1RPD- G O RE DETAIL -Y1RPA- SC Sta. 14+90.00 -Y1RPA- POT Sta. 10+00.00 -Y1RPD- SC Sta. 12+40.00 - Y 1 R P A - 1 4 + 5 1 . 0 6 , ( 4 . 0 0 ’ L T ) - Y 1 R P A - 1 4 + 0 0 . 7 3 , ( 4 . 0 0 ’ L T ) - Y 1 R P A - 1 3 + 6 0 . 2 5 , ( 4 . 0 0 ’ L T ) - Y 1 R P A - 1 3 + 5 0 . 5 6 , ( 4 . 0 0 ’ L T ) - Y 1 R P A - 1 3 + 0 0 . 4 4 , ( 4 . 0 0 ’ L T ) - Y 1 R P A - 1 2 + 5 0 . 3 3 , ( 4 . 0 0 ’ L T ) - Y 1 R P A - 1 2 + 0 0 . 2 1 , ( 4 . 0 0 ’ L T ) - Y 1 R P A - 1 1 + 5 0 . 0 9 , ( 4 . 0 0 ’ L T ) - Y 1 R P A - 1 0 + 9 9 . 9 6 , ( 4 . 0 0 ’ L T ) - L - 4 9 8 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - 4 9 9 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - 4 9 9 + 4 0 . 3 3 , ( 5 9 . 0 0 ’ L T ) - L - 4 9 9 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - G O R E W I D T H = 3 2 . 1 5 4 4 - Y 1 R P D - 1 4 + 4 6 . 0 5 , ( 4 . 0 0 ’ R T ) - G O R E W I D T H = 2 6 . 5 1 ’ - Y 1 R P D - 1 3 + 9 5 . 4 7 , ( 4 . 0 0 ’ R T ) - G O R E W I D T H = 1 8 . 1 7 ’ - G O R E W I D T H = 1 1 . 2 5 ’ - Y 1 R P D - 1 3 + 4 5 . 1 0 , ( 4 . 0 0 ’ R T ) - Y 1 R P D - 1 3 + 2 2 . 2 8 , ( 4 . 0 0 ’ R T ) - G O R E W I D T H = 8 . 5 7 ’ - Y 1 R P D - 1 2 + 9 4 . 9 0 , ( 4 . 0 0 ’ R T ) - G O R E W I D T H = 5 . 7 3 ’ - Y 1 R P D - 1 2 + 4 4 . 8 4 , ( 4 . 0 0 ’ R T ) - G O R E W I D T H = 1 . 6 1 ’ -L- POT Sta. 503+00.00 (59’ Lt) - L - 4 9 8 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - 4 9 9 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - 4 9 9 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - 4 9 9 + 7 2 . 7 1 , ( 5 9 . 0 0 ’ R T ) - L - 5 0 0 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - 5 0 0 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) -Y1RPD- TS Sta. 10+00.00 -L- POT Sta. 502+91.34 0 2 0 2 0 3 0 4 0 5 0 6 3 6 ’ 1 2 ’ -Y1RPD- (59’ Rt.) 2-AA 0’30’60’ 15’ 30’ BAR SCALE -Y4WB- -Y4- 2 4 ’ 3 6 ’ -Y4RPA- 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B -Y4RPA- -Y4CD- 2 4 ’ 0 2 0 3 1 6 ’ 0 5 0 6 0 6 0 3 3 8 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 5 2 4 0 5 1 7 0 5 3 8 047502780362 G O R E W I D T H = 4 5 . 2 9 5 0 G O R E W I D T H = 3 4 . 6 4 5 9 G O R E W I D T H = 2 3 . 3 2 4 9 G O R E W I D T H = 1 4 . 4 1 1 6 G O R E W I D T H = 6 . 8 5 2 5 G O R E W I D T H = 0 . 6 3 1 6 10’ P.S. 4’ P.S. 10’ P.S. 0 6 0 6 0 6 0 6 0 6 -Y4W B- & -Y4RPA- G O RE DETAIL 0 6 1 2 ’ 0 6 0 6 -Y4CD- & -Y4RPA- G O RE DETAIL 15’ P.S. 15’ P.S. (SEE PLAN SHEET 27 FOR PLAN VIEW) (SEE PLAN SHEET 15 FOR PLAN VIEW) 4’ P.S. 2 4 ’ 4’ P.S. 1 2 ’ 12’ P.S. 2 4 ’ 0 6 - Y 4 W B - 7 4 + 5 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 W B - 7 4 + 0 4 . 6 8 , ( 2 4 . 0 0 ’ R T ) - Y 4 W B - 7 3 + 5 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 W B - 7 3 + 0 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 W B - 7 2 + 5 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 W B - 7 2 + 0 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) .2354.0388 . 0 2 9 4 . 0 2 8 8 . 0 2 9 4 - Y 4 R P A - 3 5 + 7 7 . 8 0 , ( 1 2 . 0 0 ’ R T ) - Y 4 R P A - 3 6 + 2 4 . 0 6 , ( 1 2 . 0 0 ’ R T ) - Y 4 R P A - 3 6 + 7 9 . 5 6 , ( 1 2 . 0 0 ’ R T ) - Y 4 R P A - 3 7 + 8 0 . 2 8 , ( 1 2 . 0 0 ’ R T ) - Y 4 R P A - 3 8 + 3 0 . 3 6 , ( 1 2 . 0 0 ’ R T ) - Y 4 R P A - 3 7 + 3 0 . 0 3 , ( 1 2 . 0 0 ’ R T ) . 0 3 0 6 -Y4RPA- SC Sta. 12+00.00 4’ 4’ 0 4 4’P.S. 50’ INC. 50’ INC. NOTE: * Paved To Face Of Guardrail G O R E W I D T H = . 0 1 6 4 ’ G O R E W I D T H = . 3 2 4 1 ’ G O R E W I D T H = 1 . 2 7 4 2 ’ G O R E W I D T H = 3 . 1 9 3 4 ’ G O R E W I D T H = 6 . 4 0 7 8 ’ G O R E W I D T H = 1 1 . 1 2 0 6 ’ G O R E W I D T H = 1 7 . 3 5 9 9 ’ G O R E W I D T H = 2 8 . 0 6 5 0 ’ 0 6 -Y4RPA- Sta. 36+24.33 -Y4RPA- CS Sta. 39+41.74 -Y4RPA- ST Sta. 41+41.74 -Y4RPA- 50’ INC. 0 6 0 5 0 4 0 3 0 2 3 6 ’ -Y4W B- POT Sta. 68+87.73 24.00’ RT .0412 .0513 .0212 .0312 - Y 4 R P A - 1 3 + 8 5 . 7 2 , ( 1 2 . 0 0 ’ R T ) - Y 4 C D - 2 6 + 8 1 . 2 4 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P A - 1 0 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ R T ) - Y 4 C D - 2 7 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P A - 1 0 + 1 8 . 7 8 , ( 1 2 . 0 0 ’ R T ) - Y 4 C D - 2 7 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P A - 1 0 + 6 8 . 7 6 , ( 1 2 . 0 0 ’ R T ) - Y 4 C D - 2 8 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P A - 1 1 + 1 8 . 6 7 , ( 1 2 . 0 0 ’ R T ) - Y 4 C D - 2 8 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P A - 1 1 + 6 8 . 5 3 , ( 1 2 . 0 0 ’ R T ) - Y 4 C D - 2 9 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P A - 1 2 + 1 8 . 4 1 , ( 1 2 . 0 0 ’ R T ) - Y 4 C D - 2 9 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P A - 1 2 + 6 8 . 3 9 , ( 1 2 . 0 0 ’ R T ) - Y 4 C D - 3 0 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P A - 1 3 + 1 8 . 5 7 , ( 1 2 . 0 0 ’ R T ) - Y 4 C D - 3 0 + 6 6 . 5 4 , ( 1 2 . 0 0 ’ L T ) -Y4RPA- TS Sta. 10+00.00 -Y4CD- POC Sta. 26+81.24 24.00’ LT 0 2 3 8 0 5 3 7 0 4 3 7 0111 * * 0 6 0 6 0 6 0 6 0 5 0 4 0 3 0 2 2-BB 0’30’60’ 15’ 30’ BAR SCALE 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 2 0 2 0 2 0 2 8:1 TAPER 0 2 0 3 12 ’ 0 3 0 3 0 4 0 5 0 4 0 5 0 1 0 2 -Y4RPB- 0 2 0 6 0 6 2 4 ’ 0 2 0 1 0 0 0 2 0 2 0 2 0 2 0 2 0 2 0 2 - G O R E W ID T H = 1. 2 3 5 4 0 0 1 2 0 1 3 7 0 2 6 2 0 3 8 7 0 5 12 0 6 - G O R E W I D T H = 3 . 9 4 5 0 - G O R E W ID T H = 7 . 0 9 4 2 - G O R E W ID T H = 11. 0 8 7 8 - G O R E W I D T H = 16 . 3 4 4 3 - G O R E W I D T H = 2 3 . 3 0 5 1 8:1 TAPER 0205 0110 0 0 0 3 0187 0 1 1 3 0 8 0 3 0 2 0 7 0 5 4’ P.S. 0 6 - G O R E W I D T H = 1 8 . 9 8 8 1 - G O R E W I D T H = 1 1 . 3 8 9 3 - G O R E W I D T H = 5 . 4 6 5 5 - G O R E W I D T H = 1 . 1 9 5 9 0 2 0 2 0 2 0 2 0 3 3 3 0474 0401 0 8 0 8 0 8 0 7 6 3 14’ P.S. 10’ P.S. 4’ P.S. 12’ P.S. 4’ P.S. 1 6 ’ 2 4 ’ -Y4W B- & -Y4RPB- G O RE DETAIL -Y4RPBD- & -Y4RPB- G O RE DETAIL (SEE PLAN SHEET 15 & 16 FOR PLAN VIEW) 1 2 ’ 3 6 ’ 3 6 ’ 1 6 ’ 1 2 ’ (SEE PLAN SHEET 28 FOR PLAN VIEW) -Y4RPB- 4’ P.S. 4’ P.S. -Y4- -Y4RPBD- TS 31+45.35 -Y4RPBD- SC Sta. 33+85.35 -Y4RPB- POT Sta. 10+00.00 -Y4RPBD- POT Sta. 30+50.00 - Y 4 R P B D - 3 1+ 5 0 . 0 0 , ( 12 . 0 0 ’ R T ) - Y 4 R P B D - 3 2 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ R T ) - Y 4 R P B D - 3 2 + 5 0 . 0 0 , ( 12 . 0 0 ’ R T ) - Y 4 R P B D - 3 3 + 0 0 . 0 0 , ( 12 . 0 0 ’ R T ) - Y 4 R P B D - 3 3 + 5 0 . 0 0 , ( 12 . 0 0 ’ R T ) - Y 4 R P B D - 3 4 + 0 0 . 0 0 , ( 12 . 0 0 ’ R T ) - Y 4 R P B - 10 + 9 9 . 9 2 8 1, ( 4 . 0 0 ’ L T ) - Y 4 R P B - 11+ 5 0 . 0 7 0 8 , ( 4 . 0 0 ’ L T ) - Y 4 R P B - 12 + 0 0 . 3 8 9 7 , ( 4 . 0 0 ’ L T ) - Y 4 R P B - 12 + 5 0 . 9 7 7 6 , ( 4 . 0 0 ’ L T ) - Y 4 R P B - 13 + 0 1. 9 7 4 6 , ( 4 . 0 0 ’ L T ) - Y 4 R P B - 13 + 5 3 . 5 8 0 9 , ( 4 . 0 0 ’ L T ) 0 6 0 5 12 0 3 8 7 0 2 6 2 0 2 0 2 0 0 8 6 0 0 8 6 0 1 0 2 0 1 0 2 -Y4RPB- CS Sta. 30+40.81 -Y4RPB- ST Sta. 32+80.01 - Y 4 W B - 1 1 0 + 5 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 W B - 1 1 1 + 0 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 W B - 1 1 1 + 5 0 . 0 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 W B - 1 1 2 + 0 0 . 0 0 0 0 , ( 2 4 . 0 0 ’ R T ) 0 4 0528 0 3 3 3 0 3 3 3 -Y4RPBD- -Y4WB- 40’ INC. 40’INC. - Y 4 R P B - 2 9 + 0 4 . 8 2 9 2 , ( 4 . 0 0 ’ L T ) - Y 4 R P C B - 2 9 + 5 5 . 2 7 3 8 , ( 4 . 0 0 ’ L T ) - Y 4 R P B - 3 0 + 0 5 . 4 9 4 4 , ( 2 4 . 0 0 ’ L T ) - Y 4 R P B - 3 0 + 5 5 . 5 4 8 9 , ( 4 . 0 0 ’ L T ) 10’ P.S. 4’ P.S. 2-CC 0’30’60’ 15’ 30’ BAR SCALE 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 2 4 ’ 0 50 40 30 2 + 2 8 .8 2 0 2 0 2 0 2 0 2 0 2 0 3 0 1 0 4 2 6 - G O R E W I D T H = 4 . 3 3 1 7 - G O R E W I D T H = 1 0 . 6 8 0 8 - G O R E W I D T H = 1 8 . 1 2 8 1 - G O R E W I D T H = 2 6 . 6 8 4 3 - G O R E W I D T H = 3 6 . 3 6 1 7 0 2 -Y4RPBD- 2 4 ’ 0 4 0 5 0 2 0 4 0 5 0 3 0 3 2 4 ’ -Y4EB- - G O R E W I D T H = 1 . 1 1 0 4 - G O R E W I D T H = 2 . 6 8 4 4 - G O R E W I D T H = 5 . 2 7 1 9 - G O R E W I D T H = 8 . 9 3 3 1 0 2005801900215 0 1 7 9 0 0 9 7 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 4 1 9 0 5 0 0 0 4 9 3 0 5 0 0 0 5 0 0 0 5 0 0 0 5 0 0 0116 0 1 7 6 0 1 6 5 0 1 2 1 00630064 - G O R E W I D T H = 2 6 . 4 1 8 1 - G O R E W I D T H = 1 9 . 4 9 8 8 - G O R E W I D T H = 1 3 . 6 7 3 2 12’ P.S. 12’ P.S. 0 5 0 5 0 5 0 5 4’ P.S. 10’ P.S. 3 6 ’ -L- & -Y4RPBD- G O RE DETAIL -Y4EB- & -Y4RPBD- G O RE DETAIL 2 4 ’ 2 4 ’ 4’ P.S. 10’ P.S. 2 4 ’ 2 4 ’ 10’ P.S. 4’ P.S. (SEE PLAN SHEET 15 FOR PLAN VIEW) (SEE PLAN SHEET 27 FOR PLAN VIEW) -Y4- -L- -Y4RPBD- - L - S T A . 6 1 4 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - S T A . 6 1 4 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - S T A . 6 1 5 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - S T A . 6 1 5 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - S T A . 6 1 6 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - Y 4 R P B D - S T A . 1 3 + 6 9 . 2 2 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - S T A . 1 4 + 1 9 . 3 7 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - S T A . 1 4 + 6 9 . 6 6 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - S T A . 1 5 + 2 0 . 1 3 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - S T A . 1 5 + 7 0 . 8 0 , ( 1 2 . 0 0 ’ L T ) 4’ P.S. 0 1 2 1 - Y 4 E B - 6 5 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 6 4 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 6 4 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 6 3 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 6 3 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 6 2 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 6 2 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - 8 1 + 5 8 . 9 9 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - 8 2 + 0 9 . 2 1 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - 8 2 + 5 9 . 2 9 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - 8 3 + 0 9 . 2 6 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - 8 3 + 5 9 . 1 4 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - 8 4 + 0 8 . 9 5 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P B D - 8 4 + 5 8 . 7 6 , ( 1 2 . 0 0 ’ L T ) 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 6 -Y4RPBD- SC Sta. 84+04.51 -Y4EB- POT Sta. 60+53.98 66.67’ INC. 40’ INC. 3 6 ’ -L- -Y4RPBD- 66.67’ INC. 1 2 ’ 0 2 0 3 0 4 0 5 -Y4RPBD- TS Sta. 10+00.00 -L- POT Sta. 610+30.00 59.00’ RT -Y4RPBD- ST Sta. 86+04.51 (24’ RT) 2-DD 0’30’60’ 15’ 30’ BAR SCALE DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B 0 8 0 5 0 6 0 7 12’P.S. 12’ P.S. 40’ INC. 8:1 TAPER -Y4EB- & -Y4RPC- G O RE DETAIL (SEE PLAN SHEET 28 FOR PLAN VIEW) -L- 3 6 ’ 2 4 ’ 2 4 ’ 10’ P.S. 8:1 TAPER - G O R E W I D T H = 6 . 4 7 9 3 - G O R E W I D T H = 9 . 9 7 5 6 - G O R E W I D T H = 2 . 9 8 2 9 - G O R E W I D T H = 1 3 . 4 7 1 9 - G O R E W I D T H = 1 6 . 9 6 8 3 - G O R E W I D T H = 2 0 . 4 6 4 6 - G O R E W I D T H = 2 3 . 9 6 1 0 - G O R E W I D T H = 2 7 . 4 5 7 3 -Y4- -Y4EB- -Y4RPC- 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 1 4 0 2 1 4 0 2 1 5 0 2 1 4 0 2 1 4 02140213 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 16 ’ 0 2 10’ P.S. 4’ P.S. 4’ P.S. 0210 12 ’ Y4RPC 1 6 ’ 0 8 0 8 0 8 0 2 0 2 0 2 0 2 - G O R E W I D T H = 2 8 . 1 0 2 2 - G O R E W I D T H = 2 0 . 9 4 4 8 - G O R E W I D T H = 1 2 . 1 3 2 4 - G O R E W I D T H = 5 . 4 7 2 2 - G O R E W I D T H = 0 . 9 0 1 0 0 5 3 4 0 5 5 8 0 2 0 5 9 6 0611 12’P.S. 1 2 ’ 4’ P.S. 10’ P.S. - Y 4 E B - 1 1 3 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 1 1 2 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 1 1 2 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 1 1 1 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 1 1 1 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 1 1 0 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 1 1 0 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 1 0 9 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P C - 3 9 + 0 3 . 4 4 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 3 8 + 5 3 . 3 2 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 3 8 + 0 3 . 1 9 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 3 7 + 0 2 . 9 5 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 3 6 + 5 2 . 8 3 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 3 6 + 0 2 . 7 0 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 3 5 + 5 2 . 5 8 , ( 4 . 0 0 ’ R T ) -Y4RPC- POT Sta. 40+03.40 0 2 1 4 0 2 1 4 0 2 1 4 0 2 1 4 0 2 1 4 -Y4EB- POT Sta. 114+00.00 -Y4RPC- SC Sta. 12+40.00 (SEE PLAN SHEET 16 & 17 FOR PLAN VIEW) 0 7 0 9 - L - 6 5 5 + 1 6 . 3 9 , ( 5 9 . 0 0 ’ R T ) - L - 6 5 5 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - 6 5 6 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - 6 5 6 + 0 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - 6 5 7 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - Y 4 R P C - 1 3 + 8 8 . 9 0 3 5 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 1 3 + 5 4 . 6 5 2 1 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 1 3 + 0 4 . 0 4 6 3 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 1 2 + 5 3 . 7 6 8 6 , ( 4 . 0 0 ’ R T ) - Y 4 R P C - 1 2 + 0 3 . 7 1 4 5 , ( 4 . 0 0 ’ R T ) 0448 0 8 11’ -L- & -Y4RPC- G O RE DETAIL 11’ 3 6 ’ 12’P.S. 12’P.S. 0 4 (12.00’ RT) 3 6 ’ -Y4RPC- 0 2 0 3 -Y4RPC- TS Sta. 10+00.00 -L- POT Sta. 659+03.90 59.00’ RT - Y 4 R P C - 3 7 + 5 3 . 0 7 , ( 4 . 0 0 ’ R T ) 2-EE 0’30’60’ 15’ 30’ BAR SCALE 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS -Y4CD- & -Y4RPD- G O RE DETAIL (SEE PLAN SHEET 27 FOR PLAN VIEW) (SEE PLAN SHEET 27 FOR PLAN VIEW) -Y4RPBD- & -Y4RPD- G O RE DETAIL 0 4 0 3 16 ’ -Y4RPD- 8:1 TAPER -Y4CD- 2 4 ’ 12 ’ 0 4 0 4 0 4 - G O R E W I D T H = 3 4 . 2 4 9 2 - G O R E W I D T H = 2 7 . 5 7 6 5 - G O R E W I D T H = 2 1 . 4 3 2 3 - G O R E W I D T H = 1 5 . 8 3 7 3 - G O R E W I D T H = 1 0 . 7 8 8 0 - G O R E W I D T H = 6 . 2 8 1 4 - G O R E W I D T H = 2 . 3 1 5 1 0 4 0 4 0 4 0 4 0 4 0 40 4 0 4 0 4 0 4 0 4 12’ PS. 4’ PS. 0 4 2 40 4 0 5 0 4 0 5 -Y4RPD-1 6 ’ 100’ P.S. TAPER 0 60 5 0 0 0 2 0 4 0 3 0 1 0 2 0 2 Y4RPBD - G O R E W I D T H = 1 . 5 0 7 5 - G O R E W I D T H = 6 . 1 7 9 4 - G O R E W I D T H = 1 2 . 7 4 5 3 - G O R E W I D T H = 2 1 . 2 3 8 5 0 2 0 2 0 2 0 2 0 2 2 4 ’ 0 6 40’ INC. 10 PS.’ 4 PS.’ 4 PS.’ 0 6 1 2 ’ 2 4 ’ 10, PS. -Y4RPD- POT Sta. 10+00.00 -Y4CD- SC Sta. 66+51.14 - Y 4 C D - 6 9 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 C D - 6 8 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 C D - 6 8 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 C D - 6 7 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 C D - 6 7 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 C D - 6 6 + 5 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 C D - 6 6 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 R P D - 1 1 + 0 0 . 2 2 , ( 4 . 0 0 ’ L T ) - Y 4 R P D - 1 1 + 5 0 . 5 5 , ( 4 . 0 0 ’ L T ) - Y 4 R P D - 1 2 + 0 0 . 9 7 , ( 4 . 0 0 ’ L T ) - Y 4 R P D - 1 2 + 5 1 . 4 9 , ( 4 . 0 0 ’ L T ) - Y 4 R P D - 1 3 + 0 2 . 1 3 , ( 4 . 0 0 ’ L T ) - Y 4 R P D - 1 3 + 5 2 . 8 9 , ( 4 . 0 0 ’ L T ) - Y 4 R P D - 1 4 + 0 3 . 7 4 , ( 4 . 0 0 ’ L T ) 0322 0389 0036 0 4 0 5 0 4 0 5 0 4 0 0 2 4 ’ 0 5 4 7 0304 0179 0134 -Y4RPBD- ST Sta. 66+11.85 -Y4RPBD- CS Sta. 63+71.85 0 6 - Y 4 R P D - 3 3 + 1 9 . 6 7 , ( 4 . 0 0 ’ L T ) - Y 4 R P B D - 6 6 + 1 1 . 8 5 , ( 1 2 . 0 0 ’ R T ) - Y 4 R P D - 3 0 + 5 0 . 0 0 , ( 4 . O O ’ L T ) - Y 4 R P D - 3 1 + 0 0 . 0 0 , ( 4 . 0 0 ’ L T ) - Y 4 R P D - 3 0 + 0 0 . 0 0 , ( 4 . 0 0 ’ L T ) - Y 4 R P D - 2 9 + 5 0 . 0 0 , ( 4 . 0 0 ’ L T ) - Y 4 R P B D - 6 3 + 9 2 . 9 6 , ( 1 2 . 0 0 ’ R T ) - Y 4 R P B D - 6 3 + 4 3 . 1 8 , 1 2 . 0 0 ’ R T ) - Y 4 R P B D - 6 2 + 9 3 . 2 0 , ( 1 2 . 0 0 ’ R T ) - Y 4 R P B D - 6 2 + 4 3 . 9 3 , ( 1 2 . 0 0 ’ R T ) NOTE: *Paved To Face Of Guardrail 8:1 TAPER * -Y4CD- POC Sta. 70+00.00 (12’ LT) -Y4RPD- POT Sta. 33+19.67 = (12.00’ LT) 2-FF 0’30’60’ 15’ 30’ BAR SCALE 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 50 6 3 5 ’ IN C 0 8 0 7 0 6 0 5 0 8 0 3 0 2 0 6 0 8 3 5 ’ IN C 0 7 35’ INC.-Y1LPA- -L- - L - 4 8 5 + 6 5 . 6 9 , ( 5 9 . 0 0 ’ L T ) - L - 4 8 6 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 1 L P A - 1 1 + 7 5 . 1 2 , ( 8 . 0 0 ’ R T ) G O R E W I D T H 7 . 4 2 0 1 ’ - L - 4 8 6 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 1 L P A - 1 1 + 2 6 . 9 3 , ( 8 . 0 0 ’ R T ) - L - 4 8 6 + 5 6 . 3 5 , ( 5 9 . 0 0 ’ L T ) - Y 1 L P A - 1 2 + 3 3 . 7 8 , ( 8 . 0 0 ’ R T ) - L - 4 8 6 + 0 9 . 1 5 , ( 5 9 . 0 0 ’ L T ) - Y 1 L P A - 1 1 + 8 4 . 4 0 , ( 8 . 0 0 ’ R T ) G O R E W I D T H 2 5 . 4 0 8 8 ’ G O R E W I D T H 1 0 . 0 0 0 0 ’ G O R E W I D T H 2 8 . 4 5 6 4 ’ 11’ 12’ P.S. 0 2 0 2 0 2 - Y 1 L P A - 1 1 + 4 0 . 7 5 , ( 8 . 0 0 ’ R T ) 08 08 0 7 1 2 ’ (SEE PLAN SHEET 5 FOR PLAN VIEW) (SEE PLAN SHEET 5 FOR PLAN VIEW) -Y1LPD- 12+10.00 0474 0467 0 4 4 5 0 4 3 9 8’12’P.S. 12’ P.S. 4’ P.S. -L- -Y1LPD- 12’ P.S. 12’ P.S. 4’ P.S. 12’ 0 2 0 2 0 2 0 2 0 2 08 8 ’ - L - 4 8 4 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - L - 4 8 4 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - Y 1 L P D - 1 1 + 0 6 . 8 0 , ( 8 . 0 0 ’ L T ) - Y 1 L P D - 1 1 + 5 6 . 0 2 , ( 8 . 0 0 ’ L T ) G O R E W I D T H 2 . 9 0 3 4 ’ - Y 1 L P D - 1 1 + 8 4 . 3 7 , ( 8 . 0 0 ’ L T ) - L - 4 8 5 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - Y 1 L P D - 1 2 + 0 6 . 8 9 , ( 8 . 0 0 ’ L T ) - L - 4 8 5 + 2 5 . 3 5 , ( 5 9 . 0 0 ’ R T ) - Y 1 L P D - 1 2 + 3 3 . 7 8 , ( 8 . 0 0 ’ L T ) - L - 4 8 4 + 7 8 . 1 5 , ( 5 9 . 0 0 ’ R T ) G O R E W I D T H 1 0 . 0 0 0 0 ’ G O R E W I D T H 1 7 . 3 8 1 8 ’ G O R E W I D T H 2 8 . 4 5 6 4 ’ 0 4 2 0 0 3 9 7 03720234 -Y4LPA- SC Sta. 12+10.00 (12’00 LT) -Y4LPA- & -Y4CD- G O RE DETAIL -Y4LPA- & -Y4W B- G O RE DETAIL (SEE PLAN SHEET 16 FOR PLAN VIEW)(SEE PLAN SHEET 16 FOR PLAN VIEW) 0 3 9 7 0 4 2 0 0 4 2 0 35’ INC 08 0 2 0 2 0 2 0 3 9 7 0 4 0 5 0 4 0 6 20’ 2 4 ’ 12’P.S. 1 2 ’ 4’P.S. -Y4LPA- 4’P.S. 10’P.S. 0 2 0316 0 6 10 0 4 0 5 0 4 0 6 0 3 9 7 0 7 5 5 0 7 -Y4LPA- CS Sta. 22+10.62 -Y4WB- 0 4 8:1 TAPE R 0 2 0 6 2 6 0 7 1 5 0 7 7 1 0 8 3 6 ’ 1 2 ’ 6’P.S. 0 2 0 2 0 2 0 2 4’P.S. 4’P.S. 10’P.S. G O R E W I D T H 4 2 . 2 2 5 3 ’ G O R E W I D T H 2 2 . 5 5 8 8 ’ G O R E W I D T H 1 5 . 6 7 9 0 ’ G O R E W I D T H 1 . 7 2 3 0 ’ - G O R E W I D T H 1 0 . 0 0 0 0 ’ 0563 - G O R E W I D T H 1 6 . 4 3 3 0 ’ 0 5 0 2 - G O R E W I D T H 2 6 . 4 4 5 8 ’ 0 4 4 8 - G O R E W I D T H 2 . 1 4 7 1 ’ 2 0 ’ 3 6 ’ 0 2 0 7 2 7 0 6 0 2 08 -Y1LPA- SC 12+31.88 3 6 ’ 2 0 ’ 0 6 4 6 0 7 2 7 0 7 9 1 0 5 0 5 -Y4CD- 0704 - Y 4 W B - 8 6 + 5 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 L P A - 2 2 + 7 1 . 6 5 , ( 8 . 0 0 ’ L T ) - Y 4 W B - 8 6 + 1 8 . 8 8 , ( 2 4 . 0 0 ’ R T ) - Y 4 L P A - 2 2 + 4 0 . 2 8 , ( 8 . 0 0 ’ L T ) - Y 4 W B - 8 6 + 0 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 L P A - 2 2 + 2 0 . 8 8 , ( 8 . 0 0 ’ L T ) - Y 4 W B - 8 5 + 7 6 . 8 7 , ( 2 4 . 0 0 ’ R T ) - Y 4 L P A - 2 1 + 9 6 . 4 0 , ( 8 . 0 0 ’ L T ) -Y4LPA- -Y1LPA- & -L- G O RE DETAIL 0 2 1 2 ’ 0 3 0 4 0 5 3 6 ’ -L- POT Sta. 484+24.00 (59’ Lt.) -Y1LPA- TS Sta. 10+00.00 0 2 (59’ Rt.) -L- POT Sta. 482+93.00 -Y1LPD- TS Sta. 10+00.00 0 2 3 6 ’ 1 2 ’ 0 3 0 4 -Y1LPD & -L- G O RE DETAIL -Y4CD- POT Sta. 44+44.26 (12’ Lt.) -Y4LPA- TS Sta. 10+00.00 - Y 4 C D - 4 1 + 9 6 . 9 5 , ( 1 2 . 0 0 ’ L T ) - Y 4 L P A - 1 2 + 5 2 . 0 0 , ( 8 . 0 0 ’ L T ) - Y 4 C D - 4 2 + 3 2 . 9 7 , ( 1 2 . 0 0 ’ L T ) - Y 4 L P A - 1 2 + 1 2 . 0 6 , ( 8 . 0 0 ’ L T ) - Y 4 C D - 4 2 + 4 9 . 7 7 , ( 1 2 . 0 0 ’ L T ) - Y 4 L P A - 1 1 + 9 4 . 3 9 , ( 8 . 0 0 ’ L T ) - Y 4 C D - 4 2 + 9 9 . 7 7 , ( 1 2 . 0 0 ’ L T ) - Y 4 L P A - 1 1 + 4 3 . 6 2 , ( 8 . 0 0 ’ L T ) -Y4W B- ST Sta. 87+99.97 -Y4LPA- ST Sta. 24+20.62 (12’ Lt.) 2-GG 0 6 0’30’60’ 15’ 30’ BAR SCALE 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 3 0 4 0 50 60 7 0 8 35’ INC 0 5 0 6 0 7 0 8 0 2 0 3 0 4 35’ INC -Y4LPB- & -Y4W B- G O RE DETAIL (SEE PLAN SHEET 16 FOR PLAN VIEW) 0 4 0 7 0 8 3 6 ’ 0 2 0 2 0 3 0 5 0 6 35’ INC (SEE PLAN SHEET 16 FOR PLAN VIEW) -Y4LPB- & -L- G O RE DETAIL -Y4LPB- SC Sta. 12+10.00 - G O R E W I D T H = 2 8 . 4 7 5 8 ’ - G O R E W I D T H = 1 3 . 6 5 9 7 ’ - G O R E W I D T H = . 7 5 6 7 ’ - G O R E W I D T H = 1 0 . 0 0 0 0 ’ 0 8 0 7 5 1 0 7 1 8 0 6 0 7 0 2 0 2 0 2 0 2 0584 0 5 0 1 0 4 9 6 -L- 1 2 ’ 14’ P.S. 12’ P.S. 0 4 9 6 0 5 0 1 12’ P.S. 4’ P.S. GRAU-350 -Y4LPB- CS Sta. 22+58.05 8 :1 TA P E R 08 0 8 0 2 0 2 0 2 0 7 12 -Y4WB- -Y4LPB- 0 3 1 5 0 2 9 7 0 4 7 9 - G O R E W I D T H = 4 0 . 0 6 5 2 ’ - G O R E W I D T H = 2 2 . 5 6 0 9 ’ - G O R E W I D T H = 9 . 6 6 1 1 ’ 0 8 0 7 0 6 0 5 0 4 0 3 0 2 3 6 ’ 35’ INC 8:1 TAPER -Y4LPD- SC Sta. 12+10.00 0 2 0 2 0 2 0 2 0 2 - G O R E W I D T H = . 8 6 9 4 ’ - G O R E W I D T H = 1 0 . 0 0 0 ’ - G O R E W I D T H = 1 4 . 0 7 5 7 ’ - G O R E W I D T H = 2 8 . 4 8 5 4 ’ 0 5 9 8 0 7 0 6 0 7 4 2 0 8 0521 0418 0 4 2 9 0 4 6 1 3 6 ’ 1 2 ’ 4’ P.S. 4’ P.S. 10’ P.S. 4’ P.S. 0 3 3 2 0 2 9 7 0 2 9 7 -Y4LPD- & -Y4CD- G O RE DETAIL (SEE PLAN SHEET 16 FOR PLAN VIEW) 8 :1 TA P E R -Y4LPD- CS Sta. 22+65.27 -Y4EB- -Y4LPD- & -Y4EB- G O RE DETAIL (SEE PLAN SHEET 16 FOR PLAN VIEW) 08 0 8 0 2 0 2 0 2 0 2 0 6 7 1 0 3 1 9 0254 - G O R E W I D T H = 5 . 7 2 7 6 ’ - G O R E W I D T H = 2 2 . 5 6 0 0 ’ - G O R E W I D T H = 4 0 . 0 6 3 7 ’ 2 4 ’ 1 2 ’ 4’ PS 6’PS 0 3 1 9 0 3 0 4 0 3 0 4 10’ PS 4’ PS20’ 2 4 ’ 2 0’ -Y4CD- -Y4LPD- 4’ PS 10’ PS 12’ PS 10’ PS - L - 6 3 8 + 6 4 . 7 8 , ( 5 9 . 0 0 ’ R T ) - Y 4 L P B - 1 2 + 2 9 . 8 5 , ( 8 . 0 0 ’ R T ) - L - 6 3 9 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - Y 4 L P B - 1 1 + 9 2 . 8 7 , ( 8 . 0 0 ’ R T ) - Y 4 L P B - 1 1 + 8 1 . 3 0 , ( 8 . 0 0 ’ R T ) - L - 6 3 9 + 1 1 . 3 6 , ( 5 9 . 0 0 ’ R T ) - L - 6 3 9 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ R T ) - Y 4 L P B - 1 1 + 4 2 . 6 1 , ( 8 . 0 0 ’ R T ) NOTE: * Paved To Face Of Guardrail * 0 2 0 2 0 2 - Y 4 W B - 9 5 + 6 7 . 6 5 , ( 2 4 . 0 0 ’ R T ) - Y 4 L P B - 2 2 + 1 6 . 6 1 , ( 8 . 0 0 ’ R T ) - Y 4 W B - 9 5 + 3 4 . 8 3 , ( 2 4 . 0 0 ’ R T ) - Y 4 L P B - 2 2 + 5 2 . 7 3 , ( 8 . 0 0 ’ R T ) - Y 4 W B - 9 5 + 0 0 . 0 0 , ( 2 4 . 0 0 ’ R T ) - Y 4 L P B - 2 2 + 8 8 . 4 0 , ( 8 . 0 0 ’ R T ) - Y 4 L P D - 1 2 + 2 5 . 3 6 , ( 8 . 0 0 ’ R T ) - Y 4 L P D - 1 1 + 8 9 . 8 1 , ( 8 . 0 0 ’ R T ) - Y 4 C D - 5 0 + 8 3 . 3 3 , ( 1 2 . 0 0 ’ L T ) - Y 4 C D - 5 0 + 4 9 . 7 7 , ( 1 2 . 0 0 ’ L T ) - Y 4 L P D - 1 1 + 7 7 . 0 7 , ( 8 . 0 0 ’ R T ) - Y 4 C D - 5 0 + 3 7 . 3 7 , ( 1 2 . 0 0 ’ L T ) - Y 4 L P D - 1 1 + 3 9 . 2 0 , ( 8 . 0 0 ’ R T ) - Y 4 C D - 4 9 + 9 9 . 7 7 , ( 1 2 . 0 0 ’ L T ) - Y 4 E B - 8 7 + 0 0 . 0 0 , ( 1 2 . 0 0 ’ L T ) - Y 4 L P D - 2 3 + 1 0 . 5 2 ( 8 . 0 0 ’ R T ) - Y 4 E B - 8 6 + 5 0 . 8 9 , ( 1 2 . 0 0 ’ L T ) - Y 4 L P D - 2 2 + 5 9 . 9 4 ( 8 . 0 0 ’ R T ) - Y 4 E B - 8 6 + 1 8 . 0 8 , ( 1 2 . 0 0 ’ L T ) - Y 4 L P D - 2 2 + 2 3 . 8 2 ( 8 . 0 0 ’ R T ) -Y4LPB- -Y4LPD- -Y4LPB- Sta. 10+00.00 -L- Sta. 640+94.12 -Y4W B- Sta. 93+20.03 -Y4LPB- Sta. 24+68.05 -Y4LPD- Sta. 10+10.00 -Y4CD- Sta. 48+59.71 -Y4EB- Sta. 88+65.70 -Y4LPD- Sta. 24+75.27 2-HH 0’30’60’ 15’ 30’ BAR SCALE 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 2 0 2 0 2 70’ INC. 0 1 0 1 0 0 0 2 0 0 3 6 ’ 2 4 ’ 0 1 0 1 (SEE PLAN SHEET 19 FOR PLAN VIEW) -Y4CD- SC Sta. 88+45.46 -Y4CD- -L- - G O R E W I D T H = 3 0 . 1 1 6 4 ’ - G O R E W I D T H = 2 6 . 9 3 5 3 ’ - G O R E W I D T H = 2 2 . 0 1 4 3 ’ - G O R E W I D T H = 1 6 . 7 4 9 7 ’ - G O R E W I D T H = 1 3 . 4 3 2 0 ’ - G O R E W I D T H = 1 0 . 2 8 0 1 ’ - G O R E W I D T H = 7 . 3 3 5 1 ’ - G O R E W I D T H = 4 . 5 9 9 3 ’ - G O R E W I D T H = 2 . 0 7 2 4 ’ - Y 4 C D - 9 0 + 6 6 . 5 4 , ( 1 1 . 7 5 ’ R T ) 0 19 9 0 12 7 0 0 2 3 0 0 8 9 0 15 9 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 0 5 1 0 10 6 0 17 8 0 19 1 0 17 2 0136 0147 0165 0215 4’PS 10’PS 12’PS 8:1 TAPER 1 1 ’ 12’PS 12’PS - L - 6 8 1 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - 8 5 + 6 6 . 3 4 , ( 1 2 . 0 0 ’ R T ) - L - 6 8 1 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - 8 6 + 1 6 . 5 0 , ( 1 2 . 0 0 ’ R T ) - L - 6 8 2 + 2 2 . 9 7 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - 8 6 + 8 9 . 6 7 , ( 1 2 . 0 0 ’ R T ) - L - 6 8 3 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - 8 7 + 6 7 . 8 7 , ( 1 2 . 0 0 ’ R T ) - L - 6 8 3 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - 8 8 + 1 6 . 9 4 , ( 1 2 . 0 0 ’ R T ) - L - 6 8 4 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - 8 8 + 6 7 . 0 0 , ( 1 2 . 0 0 ’ R T ) - L - 6 8 4 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - 8 9 + 1 7 . 0 3 , ( 1 2 . 0 0 ’ R T ) - L - 6 8 5 + . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - 8 9 + 6 7 . 0 6 , ( 1 2 . 0 0 ’ R T ) - L - 6 8 5 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - 9 0 + 1 7 . 0 7 , ( 1 2 . 0 0 ’ R T ) - L - 6 8 6 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) -Y4CD- & -L- EN D G O RE DETAIL 2-II 0’30’60’ 15’ 30’ BAR SCALE 1 6 - D E C - 2 0 1 3 1 0 : 1 5 r : \ r o a d w a y \ p r o j \ u 2 5 7 9 b _ r d y _ g o r e _ d e t a i l s . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579 B DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 3 6 ’ 3 6 ’ -L- -Y4CD- 12’ P.S. 12’ P.S. 0 2 0 1 3 6 ’ -Y4CD- 0 2 3 6 ’ - Y 4 C D - S T A . 1 4 + 9 9 . 9 8 , ( 4 . 0 0 R T ) - Y 4 C D - S T A . 1 5 + 5 0 . 0 1 , ( 4 . 0 0 R T ) - Y 4 C D - S T A . 1 6 + 0 0 . 0 5 , ( 4 . 0 0 R T ) - Y 4 C D - S T A . 1 7 + 0 0 . 1 6 , ( 4 . 0 0 R T ) - Y 4 C D - S T A . 1 8 + 0 0 . 3 5 , ( 4 . 0 0 R T ) G O R E W I D T H = 1 . 1 0 3 6 ’ G O R E W I D T H = 2 . 6 6 6 3 ’ G O R E W I D T H = 4 . 4 3 7 7 ’ G O R E W I D T H = 6 . 4 1 7 8 ’ G O R E W I D T H = 8 . 6 0 6 6 ’ G O R E W I D T H = 1 1 . 0 0 4 4 ’ G O R E W I D T H = 1 6 . 4 2 7 3 ’ G O R E W I D T H = 2 2 . 4 7 3 2 ’ (SEE PLAN SHEET 19 FOR PLAN VIEW) -Y4CD- PC Sta. 10+00.00 -Y4CD- PRC Sta. 17+15.41 - Y 4 C D - S T A . 1 3 + 4 9 . 9 4 , ( 4 . 0 0 R T ) - Y 4 C D - S T A . 1 3 + 9 9 . 9 4 , ( 4 . 0 0 R T ) - Y 4 C D - S T A . 1 4 + 4 9 . 9 6 , ( 4 . 0 0 R T ) -Y4CD- & -L- BEG IN G O RE DETAIL 0180 01860173 0122 0158 0167 0147 0002 - L - S T A . 6 0 9 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 0 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 0 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 1 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 1 + 5 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 2 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 3 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 4 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) 0 2 -Y4CD- -L- M A T C H L I N E A M A T C H L I N E A 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 - L - S T A . 6 1 5 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 6 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 7 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - L - S T A . 6 1 8 + 0 0 . 0 0 , ( 5 9 . 0 0 ’ L T ) - Y 4 C D - S T A . 1 9 + 0 0 . 4 9 8 8 , ( 4 . 0 0 R T ) G O R E W I D T H = 2 7 . 8 8 6 0 ’ - Y 4 C D - S T A . 2 0 + 0 0 . 6 1 6 2 , ( 4 . 0 0 R T ) G O R E W I D T H = 3 2 . 4 6 2 1 ’ - Y 4 C D - S T A . 2 1 + 0 0 . 7 0 4 5 , ( 4 . 0 0 R T ) G O R E W I D T H = 3 6 . 2 0 2 4 ’ - Y 4 C D - S T A . 2 0 + 0 0 . 8 8 2 7 , ( 4 . 0 0 R T ) G O R E W I D T H = 3 9 . 1 2 1 8 ’ 3 6 ’ 3 6 ’ 12’ P.S. 12’ P.S. 4’ 3 6 ’ 3 6 ’ 0184 0 1 5 2 0 1 7 1 0 1 9 0 4’ 3 6 ’ 3 6 ’ -L- Sta. 606+00.00 2-JJ 0’30’60’ 15’ 30’ BAR SCALE - Y 3 - - Y2 A- 10 11 12 13 1 4 15 -L- B E GI N N OIS E W A L L - N W L1- - N W L1- P O T Sta. 10 + 0 0.0 0 = - L- P O C S T A 5 5 7 + 9 7.9 5 (7 2.5 0’ R T) E N D N O I S E W A L L - N W L 1 - - N W L 1 - P O T S t a . 3 4 + 5 3 . 9 0 - L - P O C S t a . 5 8 2 + 8 4 . 3 9 ( 8 4 . 5 0 ’ R T ) B E G IN N O IS E W A LL - N W L2 - - N W L2 - P O T S t a . 1 0 + 0 0 . 0 0 - L- P O C S t a . 5 8 5 + 8 1 . 4 0 ( 8 4 . 5 0 ’ R T ) EN D N O IS E W A LL -N W L2 - -N W L2 - P O T S ta . 3 3 + 6 0 .0 0 -L- P O T S ta . 6 0 9 + 6 8 .4 4 (8 6 .7 5 ’ RT) BEG IN N O IS E W A LL -N W L3 - -N W L3 - P O T S ta . 10 + 0 0 .0 0 -Y4 C D - P O C S ta . 11+ 18 .9 6 (5 1.7 5 ’ LT) - Y4 RP A - P O C S ta . 15 + 3 6 .2 0 EN D N O IS EW A LL - N W L3 - B E G I N N O I S E W A L L - N W Y 4 R P A - - Y 4 R P A - P O C S t a 1 9 + 2 6 . 0 4 E N D N O I S E W A L L - N W Y 4 R P A- - N W Y 4 R P A- P O T St a. 1 3 + 4 2. 2 1 - Y 4 R P A- P O C St a. 2 2 + 7 2. 7 0 ( 2 5. 7 5 ’ L T) B E G I N N O I S E W A L L O N B R I D G E E N D N O IS E W A LL O N B R ID G E BEG IN N O IS E W A LL O N B RID G E E N D N O I S E W A L L O N B R I D G E -NW L3 --Y4RPBD- -Y4RPB- -Y4RPA- 1 6 - D E C - 2 0 1 3 1 0 : 1 6 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ n o i s e w a l l _ l o c a t i o n _ d e t a i l _ 2 J J A . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2JJAU-2579B -NW L2- -N W L1- LO CATIO N DETAIL -N W L1-, -N W L2-, -N W L3-, -N W Y4RPA- N O ISE W ALL - N W Y 4 R P A - N O ISE W ALL LO CATIO N LEG EN D - N W L3 - P O T S ta . 3 0 + 9 3 .8 6 = - N W Y 4 R P A - P O T S t a . 1 0 + 0 0 . 0 0 = 1 6 17 18 29 30 28 27 -Y5A-C D A B -Y5- -Y4- -Y6-- Y 4 R PA--Y4RPB- -Y4RPBD - -Y4RPC- -Y 4 R PD - -Y 4C D - -L- -Y4LPD- -Y4LPA--Y4LPB- LO CATIO N DETAIL -N W Y41-, -N W Y42-, -N W Y4RPBD1-, -N W Y4RPBD2-, -N W CD2- N O ISE W ALL -N W C D 2 - -N W Y4RPBD 2- -N W Y4RPBD 1- -N W Y41- -N W Y42- - N W Y 4 P R B D 1- P O T Sta. 2 1 + 9 0.0 0 = - Y 4 R P B D- P O T Sta. 7 0 + 0 7.0 9 (7 9.5 9’ R T) E N D N OI S E W A L L - N W Y 4 R P B D 1- - Y4 R P D- P O C Sta. 26 + 02.53 R T B E GI N N OIS E W A L L - N W Y4 R P B D 1- E N D N O I S E W A L L - N W Y 4 1 - - N W Y 4 1 - P O T S t a . 3 3 + 2 0 . 0 0 = - Y 4 E B - P O T S t a . 1 2 6 + 4 0 . 7 7 ( 9 3 . 3 1 ’ L T ) E N D M S E W A L L B E G I N N O I S E W A L L - N W Y 4 2 - - N W Y 4 2 - P O T S t a . 1 0 + 0 0 . 0 0 = - Y 4 E B - P O T S t a . 1 3 0 + 2 6 . 3 7 ( 3 1 . 9 2 ’ L T ) E N D N O I S E W A L L - N W Y 4 2 - - N W Y 4 2 - P O T S t a . 2 6 + 5 0 . 0 0 = - Y 4 E B - P O T S t a . 1 4 6 + 7 6 . 2 6 ( 2 5 . 7 5 ’ L T ) -Y 4RPC - PO C Sta. 2 9+6 0.8 6 (9 9.5 3’ LT) BEG IN N O ISE W ALL -N W Y 4 1- -N W Y 4 1- PO T Sta. 10+0 0.0 0= E N D N O I S E W A L L - N W C D 2 - - N W C D 2 - P O T S t a. 2 3 + 0 0. 0 0 = - Y 4 C D - P O C S t a. 8 0 + 0 3. 2 2 ( 1 6 5. 5 1 ’ L T ) B EG IN N O ISE W A LL -NW CD 2 - -NW CD 2 - PO T S ta . 1 0 + 0 0 . 0 0 = -Y 4R PD - PO T S ta . 1 2 + 1 6 . 2 7 (2 5 . 7 5 ’ RT ) - N W Y4 R P B D 1- P O T Sta. 10 + 00.00 = E N D N O I S E W A L L - N W Y 4 R P B D 2 - - Y 4 R P B D - P O C S t a . 8 3 + 4 8 . 6 7 ( 7 4 . 9 5 ’ R T ) - N W Y 4 R P B D 2 - P O T S t a . 2 4 + 0 0 . 0 0 = B E G I N N O I S E W A L L - N W Y 4 R P B D 2 - P O T S t a . 1 0 + 0 0 . 0 0 = - Y 4 R P B D - P O T S t a . 6 9 + 8 7 . 4 5 ( 8 5 . 8 5 ’ R T ) N O ISE W ALL LO CATIO N LEG EN D 1 6 - D E C - 2 0 1 3 1 0 : 1 6 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ n o i s e w a l l _ l o c a t i o n _ d e t a i l _ 2 J J B . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 2JJBU-2579B R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 4645 47 48 820 830 840 850 860 49 50 51 52 53 54 55 56 57 58 59 820 830 840 850 860 RETAIN IN G W ALL 1 RETAIN IN G W ALL 2 -W ALL1- -W ALL2- (-W ALL1-)(-W ALL1-) (-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-) (-W ALL2-)(-W ALL2-)(-W ALL2-)(-W ALL2-)(-W ALL2-)(-W ALL2-) SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2-XXU-2579B R/W SHEET N O .8 / 1 7 / 9 9 1 6 - D E C - 2 0 1 3 1 0 : 1 6 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ p f l _ s h t _ r e t a i n i n g w a l l . d g n $ $ $ $ U S E R N A M E $ $ $ $ 10 11 B E G I N R E T A I N I N G W A L L EXIST GRO UN D E N D R E T A I N I N G W A L L 8 4 5 . 2 3 ’ 8 4 9 . 1 1 ’ 8 5 2 . 1 0 ’ 8 5 5 . 2 3 ’ E L . = 8 5 4 . 1 6 ’ TO P O F W ALL - Y 4 W B - S T A . 4 6 + 5 9 . 6 5 = - W A L L 1 - S T A . 1 0 0 + 0 0 . 0 0 ( 5 0 . 2 1 4 ’ R T . ) E L . = 8 5 2 . 5 3 ’ ( E N D O F R C B C ) - Y 4 W B - S T A . 4 7 + 7 5 . 0 0 = - W A L L 1 - S T A . 1 1 + 1 5 . 3 5 ( 5 0 . 2 1 4 R T ) - Y 4 W B - S T A . 4 7 + 0 0 . 0 0 = E L . = 8 5 3 . 1 0 ’ - Y 4 W B - S T A . 4 7 + 5 0 . 0 0 = E L . = 8 5 3 . 8 1 ’ - W A L L 1 S T A . 1 0 + 9 0 . 3 5 ( 5 0 . 2 1 4 ’ R T . ) - W A L L 1 - S T A . 1 0 + 4 0 . 3 5 ( 5 0 . 2 1 4 ’ R T . ) 300’ TAPER 300’ TAPER 1300’ FULL LANE 4’ P.S. 10’ P.S. 4’ P.S.4’ P.S. 1300’ FULL LANE 4’ P.S. -Y4WB- -Y4EB- -Y4WB- -Y4EB- -Y4WB- -Y4EB- -Y4--Y4- 10’ P.S. -Y4- 30’ 4 8 ’ 3 6 ’ 4 8 ’ 4 8 ’ 4 8 ’ 10’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. I-40 BUS EBL US 421 SBL 26’ BST I-40 BUS WBL US 421 NBL 26’ BST 123.00’ +11.00 -Y4EB- BEGIN W.W. FENCE F F F C C C C C F C B E G I N R E T A I N I N G W A L L TO P O F W ALL EXISTIN G GRO UN D E N D R E T A I N I N G W A L L E L . = 8 5 2 . 3 4 ’ E L . = 8 4 9 . 6 2 E L . = 8 4 8 . 8 9 ’ E L . = 8 4 7 . 3 6 ’ E L . = 8 4 7 . 7 9 ’ E L . = 8 4 7 . 6 8 ’ E L . = 8 4 7 . 1 6 ’ E L . = 8 4 3 . 1 2 ’ E L . = 8 4 5 . 6 9 ’ E L . = 8 4 3 . 8 0 ’ E L . = 8 4 1 . 8 1 ’ E L . = 8 4 4 . 0 7 ’ E L . = 8 4 6 . 3 5 ’ - Y 4 W B - S T A . 5 0 + 5 0 . 0 0 = - Y 4 W B - S T A . 5 1 + 0 0 . 0 0 = E L . = 8 5 1 . 6 5 ’ - Y 4 W B - S T A . 5 1 + 5 0 . 0 0 = E L . = 8 5 1 . 0 9 ’ - Y 4 W B - S T A . 5 2 + 0 0 . 0 0 = E L . = 8 5 0 . 6 3 - Y 4 W B - S T A . 5 2 + 5 0 . 0 0 = E L . = 8 5 0 . 2 1 ’ - Y 4 W B - S T A . 5 3 + 0 0 . 0 0 = E L . = 8 5 0 . 0 2 ’ - Y 4 W B - S T A . 5 3 + 5 0 . 0 0 = E L . = 8 4 9 . 7 1 ’ - Y 4 W B - S T A . 5 4 + 0 0 . 0 0 = E L . = 8 4 9 . 4 7 ’ - Y 4 W B - S T A . 5 4 + 5 0 . 0 0 = E L . = 8 4 9 . 4 3 ’ - Y 4 W B - S T A . 5 5 + 0 0 . 0 0 = E L . = 8 4 9 . 4 7 ’ - Y 4 W B - S T A . 5 5 + 5 0 . 0 0 = - W A L L 2 - S T A . 1 0 + 0 0 . 0 0 ( 3 9 . 0 0 R T ) - W A L L 2 - S T A . 1 0 + 5 0 . 0 0 ( 3 9 . 0 0 ’ R T ) - W A L L 2 - S T A . 1 1 + 0 0 . 0 0 ( 3 9 . 0 0 ’ R T ) - W A L L 2 - S T A . 1 1 + 5 0 . 0 0 ( 3 9 . 0 0 ’ R T ) - W A L L 2 - S T A . 1 2 + 0 0 . 0 0 ( 3 9 . 0 0 ’ R T ) - W A L L 2 - S T A . 1 5 + 0 0 . 2 1 ( 4 9 . 4 6 R T ) - W A L L 2 - S T A . 1 4 + 5 0 . 1 7 ( 4 7 . 4 7 R T ) - W A L L 2 - S T A . 1 4 + 0 0 . 1 3 ( 4 5 . 4 7 ’ R T ) - W A L L 2 - S T A . 1 3 + 5 0 . 0 9 ( 4 3 . 4 7 ’ R T ) - W A L L 2 - S T A . 1 3 + 0 0 . 0 5 ( 4 1 . 4 7 R T ) - W A L L 2 - S T A . 1 2 + 5 0 . 0 1 ( 3 9 . 4 7 ’ R T ) 10 11 12 13 14 15 R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 62 820 830 840 850 860 63 64 65 66 67 68 820 830 840 850 860 RETAIN IN G W ALL 3 6 0 -W ALL3- -Y4W B- STA. 64+11.04 TO 64+58.33 (-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-)(-Y4W B-) (-W ALL3-)(-W ALL3-) SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2-YYU-2579B R/W SHEET N O .8 / 1 7 / 9 9 1 6 - D E C - 2 0 1 3 1 0 : 1 6 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ p f l _ s h t _ r e t a i n i n g w a l l . d g n $ $ $ $ U S E R N A M E $ $ $ $ 10 B E G I N R E T A I N I N G W A L L E N D R E T A I N I N G W A L L EXISTING GRO UN D E L . = 8 4 5 . 9 1 8 5 0 . 0 0 ’ 8 4 6 . 6 7 ’ 8 4 9 . 0 9 ’ E L . = 8 5 3 . 8 1 - Y 4 W B - S T A . 6 4 + 1 1 . 0 4 = - W A L L 3 - S T A . 1 0 + 0 0 . 0 0 ( 6 4 . 0 7 5 R T ) - Y 4 W B - S T A . 6 4 + 5 8 . 3 3 = - W A L L 3 - S T A . 1 0 + 4 8 . 8 9 ( 7 6 . 4 4 6 R T ) - Y 4 W B - S T A . 6 4 + 5 0 . 0 0 = E L . = 8 4 7 . 3 0 ’ T OP OF W ALL 11 - W A L L 3 - S T A . 1 0 + 4 0 . 2 7 ( 7 4 . 2 6 6 ’ R T . ) 2SFD S 2SFD S F F F F F F F F F F C C C C C C C 0 5 0 2 0 2 2 4 ’ -Y4RPA- -Y4RPBD- -Y4RPBD- 10’ P.S. 7 5 8 0 8 5 50’ INC. 10’ P.S. 4’ P.S. 0 4 0 4 0 5 0 5 0 3 0 3 66.67’ INC. - Y4 R P A - C S S t a . 3 9 + 4 1.7 4 - Y 4 R P A - S T S t a . 4 1 + 4 1 . 7 4 - Y 4 R P B D - C S Sta. 84+04.51 50’ INC. 30’ 1300’ FULL LANE 3 6 ’ 0 2 0 3 0 4 0 6 0 2 0 3 0 4 2 4 ’ 2 4 ’ 3 6 ’ -Y4RPA- STA. 36+24.33 END -Y4RPA- PAVEMENT -Y4RPBD- STA. 81+62.11 END -Y4RPBD- PAVEMENT BEGIN -Y4EB- PAVEMENT BEGIN -Y4WB- PAVEMENT - Y 4 W B - P O T S t a . 6 8 + 8 7 . 7 3 2 4 . 0 0 ’ R T . 1300’ FULL LANE BEGIN W.W. FENCE 8:1 TAPER -NWY4RPBD2-END NOISE WALL MINIMUM WALL HEIGHT FACE OF NOISE WALL PROPOSED GROUND AT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2-QQU-2579B R/W SHEET N O .8 / 1 7 / 9 9 NOISE BARRIER -NWCD2- -L- WINSTON SALEM OUTER LOOP -Y4CD- -Y4RPD- 6 7 0 6 7 5 6 6 5 7 5 8 0 7 0 1 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 840 850 860 870 880 890 900 910 840 850 860 870 880 890 900 910 -NWCD2- 1 0 P I S t a . 12 + 0 0 . 0 0 P I S t a . 12 + 6 0 . 0 0 P I S t a . 13 + 2 0 . 0 0 P I S t a . 13 + 8 0 . 0 0 P I S t a . 14 + 4 0 . 0 0 1 5 P I S t a . 15 + 0 0 . 0 0 PI Sta. 16 + 4 0.0 0 P I S t a . 17 + 8 0 . 0 0 2 0 B E G I N N O I S E W A L L - N W C D 2 - E N D N O IS E WA L L - N WC D 2 - -NWCD2- -NWCD2- - N W C D 2 - P O T S t a . 10 + 0 0 . 0 0 = - Y 4 R P D - P O T S t a . 12 + 16 . 2 7 ( 2 5 . 7 5 ’ R T ) - N WC D 2 - P O T S t a . 2 3 + 0 0 .0 0 = - Y4 C D - P O C S t a . 8 0 + 0 3 .2 2 ( 16 5 .5 1’ L T ) 6 6 5 6 7 0 6 7 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 LENGTH TOP ELEV. PANEL NO.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 -NWCD2- DESIGN DATA 20 2020’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’100’100’100’100’100’10’10’10’10’40’40’40’10’10’10’10’10’10’10’10’ 891.00’891.00’891.00’891.00’891.00’889.46’888.46’889.46’890.68’892.45’894.50’895.87’897.36’898.34’899.51’900.68’901.85’903.10’903.84’904.57’905.31’906.04’906.71’907.38’908.05’908.72’909.39’910.03’910.70’911.36’910.70’909.72’910.66’911.44’912.92’914.00’914.00’914.00’914.01’914.35’914.68’915.00’915.00’915.00’915.01’915.35’915.68’916.01’ R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER R/W SHEET N O .8 / 1 7 / 9 9 1 6 - D E C - 2 0 1 3 1 0 : 1 6 R : \ R o a d w a y \ P r o j \ N O I S E W A L L \ u 2 5 7 9 b _ r d y _ p f l s h t _ n w l 1 _ 2 k k . d g n $ $ $ $ U S E R N A M E $ $ $ $ 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 880 890 900 910 920 930 940 950 960 970 -L- WINSTON SALEM OUTER LOOP NOISE BARRIER -NWL1- MINIMUM WALL HEIGHT -NWL1- U-2579B 2-KK M A T C H LIN E - N WL1- S T A . 2 4 + 0 0 .0 0 5 7 0 5 6 5 5 6 0 FACE OF NOISE WALL PROPOSED GROUND AT -NWL1- -NW L1-1 0 P I S t a . 11+ 0 0 . 0 0 P I S t a . 12 + 0 0 . 0 0 P I S t a . 13 + 0 0 . 0 0 P I S t a . 14 + 0 0 . 0 0 1 5 P I S t a . 15 + 0 0 . 0 0 P I S t a . 16 + 0 0 .0 0 P I S t a . 17 + 0 0 .0 0 P I S t a . 18 + 0 0 .0 0 P I S t a . 19 + 0 0 .0 0 2 0 P I S ta . 2 0 + 0 0 .0 0 P I S ta . 2 1+ 0 0 .0 0 P I S ta . 2 2 + 0 0 .0 0 P I S ta . 2 3 + 0 0 .0 0 P I S ta . 2 4 + 0 0 .0 0 B E G I N N O I S E W A L L - N W L 1- - N W L 1- P O T S t a . 10 + 0 0 . 0 0 = - L - P O C S T A 5 5 7 + 9 7 . 9 5 ( 7 2 . 5 0 ’ R T ) P I S ta . 2 4 + 0 0 .0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 LENGTH TOP ELEV. PANEL NO.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 LENGTH TOP ELEV. PANEL NO. -NWL1- DESIGN DATA -NWL1- DESIGN DATA 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’ 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’ 912.34’913.01’913.67’914.34’915.00’915.67’916.34’917.00’917.67’918.34’919.00’919.67’920.51’921.51’922.51’923.34’924.00’924.67’925.34’926.00’926.67’927.51’928.51’929.51’930.34’931.00’931.67’932.34’933.00’933.67’934.51’935.51’936.51’937.34’938.00’ 938.67’939.34’940.00’940.67’941.51’942.51’943.51’944.34’945.00’945.67’946.34’947.00’947.67’948.51’949.51’950.51’951.34’952.01’952.67’953.34’954.01’954.67’955.51’956.51’957.51’958.34’959.01’959.67’960.34’961.01’961.67’962.51’963.51’964.51’965.34’ -L- WINSTON SALEM OUTER LOOP NOISE BARRIER -NWL1- MINIMUM WALL HEIGHT M A T C H L I N E - N W L 1- S T A . 2 4 + 0 0 . 0 0 24 25 26 27 28 29 30 31 32 33 34 940 950 960 970 980 940 950 960 970 980 R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2LLU-2579B R/W SHEET N O .8 / 1 7 / 9 9 1 6 - D E C - 2 0 1 3 1 0 : 1 6 R : \ R o a d w a y \ P r o j \ N O I S E W A L L \ u 2 5 7 9 b _ r d y _ p f l s h t _ n w l 1 _ 2 L L . d g n $ $ $ $ U S E R N A M E $ $ $ $ - Y2 A - - S R R - - Y 3 - FACE OF NOISE WALL PROPOSED GROUND AT -NWL1- SEE STRUCTURE PLANS) (STRUCTURE PAY ITEM -NWL1- P I S t a . 2 4 + 0 0 . 0 0 2 5 P I S t a . 2 5 + 0 0 . 0 0 P I S t a . 2 6 + 0 0 . 0 0 P I S t a . 2 7 + 0 0 . 0 0 P I S t a . 2 8 + 0 0 . 0 0 P I S t a . 2 9 + 0 0 . 0 0 3 0 P I S t a . 3 0 + 0 0 . 0 0 P I S t a . 3 1+ 0 0 .0 0 P I S ta . 3 2 + 0 0 .0 0 P I S ta . 3 3 + 0 0 .0 0 P I S ta . 3 4 + 0 0 .0 0 10 B E G IN N OIS E WA LL - N WL2 - E N D N O IS E WA LL - N WL 1- NOISE WALL ON BRIDGE -NWL1- -NWL2- P I S t a . 2 4 + 0 0 . 0 0 - N WL1- P O T S ta . 3 4 + 5 3 .9 0 - L- P O C S ta . 5 8 2 + 8 4 .3 9 (8 4 .5 0 ’ R T ) - N WL2 - P OT S ta . 10 + 0 0 .0 0 - L- P O C S ta . 5 8 5 + 8 1.4 0 (8 4 .5 0 ’ R T ) 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 LENGTH TOP ELEV. PANEL NO.100 101 102 103 -NWL1- DESIGN DATA 20’20’20’20’20’40’60’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’60’60’60’60’60’60’60’80’ 966.00’966.67’967.34’968.01’968.67’969.51’970.51’971.51’972.34’973.01’973.67’974.34’975.01’975.67’976.34’977.01’977.67’978.34’979.01’979.67’980.34’981.01’981.67’982.50’983.50’984.50’985.50’986.50’987.50’988.50’989.50’990.48’991.06’ -L- WINSTON SALEM OUTER LOOP NOISE BARRIER -NWL2- MINIMUM WALL HEIGHT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2MMU-2579B R/W SHEET N O .8 / 1 7 / 9 9 1 6 - D E C - 2 0 1 3 1 0 : 1 6 R : \ R o a d w a y \ P r o j \ N O I S E W A L L \ u 2 5 7 9 b _ r d y _ p f l s h t _ n w l 2 _ 2 M M . d g n $ $ $ $ U S E R N A M E $ $ $ $ M A T C H LIN E - N WL 2 - S T A . 2 0 + 0 0 .0 0 5 9 5 5 9 0 5 8 5 10 11 12 13 14 15 16 17 18 19 20 930 940 950 960 970 980 930 940 950 960 970 980 33 34 - Y 3 - - S R R - - Y 2 A - FACE OF NOISE WALL PROPOSED GROUND AT NOISE WALL ON BRIDGE -NWL2--NWL1- SEE STRUCTURE PLANS)(STRUCTURE PAY ITEM P I S t a . 3 3 + 0 0 . 0 0 P I S t a . 3 4 + 0 0 . 0 0 1 0 P I S t a . 11+ 0 0 . 0 0 P I S t a . 12 + 0 0 . 0 0 P I S t a . 13 + 0 0 .0 0 P I S t a . 1 4 + 0 0 . 0 0 P I S t a . 15 + 0 0 .0 0 1 5 P I S t a . 16 + 0 0 .0 0 P I S t a . 17 + 0 0 .0 0 P I S ta . 18 + 0 0 .0 0 P I S ta . 19 + 0 0 .0 0 P I S ta . 2 0 + 0 0 .0 0 2 0 B E G I N N O I S E W A L L - N W L 2 - E N D N O I S E W A L L - N W L 1 - -NWL2- NOISE W ALL ON BRIDGE -NW L1- -NWL2- - N W L 1- P O T S t a . 3 4 + 5 3 . 9 0 - L - P O C S t a . 5 8 2 + 8 4 . 3 9 ( 8 4 . 5 0 ’ R T ) - N W L 2 - P O T S t a . 10 + 0 0 . 0 0 - L - P O C S t a . 5 8 5 + 8 1. 4 0 ( 8 4 . 5 0 ’ R T ) P I S ta . 2 0 + 0 0 .0 0 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 LENGTH TOP ELEV. PANEL NO.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 -NWL2- DESIGN DATA 36 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’100’100’60’60’60’ 992.00’992.00’992.00’992.00’992.00’991.05’990.44’989.77’989.10’988.44’987.77’987.10’986.44’985.77’985.10’984.44’983.77’983.10’982.44’981.77’981.10’980.44’979.77’979.10’978.44’977.77’977.10’976.44’975.77’975.10’974.43’973.77’973.10’972.43’971.77’971.10’ 102 103 -L- WINSTON SALEM OUTER LOOP NOISE BARRIER -NWL2- MINIMUM WALL HEIGHT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2NNU-2579B R/W SHEET N O .8 / 1 7 / 9 9 1 6 - D E C - 2 0 1 3 1 0 : 1 6 R : \ R o a d w a y \ P r o j \ N O I S E W A L L \ u 2 5 7 9 b _ r d y _ p f l s h t _ n w l 2 _ 2 N N . d g n $ $ $ $ U S E R N A M E $ $ $ $ M A T C H L I N E - N W L 2 - S T A . 2 0 + 0 0 . 0 0 6 0 0 6 0 5 6 10 20 21 22 23 24 25 26 27 28 29 30 31 32 33 890 900 910 920 930 940 950 960 970 890 900 910 920 930 940 950 960 970 FACE OF NOISE WALL PROPOSED GROUND AT -NWL2- P I S t a . 2 0 + 0 0 . 0 0 2 0 P I S t a . 2 1+ 0 0 . 0 0 P I S t a . 2 2 + 0 0 . 0 0 P I S t a . 2 3 + 0 0 . 0 0 P I S t a . 2 4 + 0 0 . 0 0 P I S t a . 2 5 + 0 0 . 0 0 2 5 P I S t a . 2 6 + 0 0 . 0 0 P I S t a . 2 7 + 0 0 . 0 0 P I S t a . 2 8 + 0 0 .0 0 P I S t a . 2 9 + 0 0 .0 0 3 0 E N D N O IS E WA L L - N WL 2 - -NWL2- -NWL2- - N W L 2 - P O T S t a . 3 3 + 6 0 .0 0 - L - P O T S t a . 6 0 9 + 6 8 .4 4 ( 8 6 .7 5 ’ R T ) P I S t a . 2 0 + 0 0 . 0 0 - L - C S S t a . 6 0 2 + 5 7 . 2 0 - L - S T S t a . 6 0 4 + 9 7 .2 0 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 9 6 9 7 9 8 9 9 1 0 0 1 0 1 1 0 2 1 0 3 1 0 4 1 0 5 1 0 6 1 0 7 1 0 8 1 0 9 1 1 0 1 1 1 1 1 2 1 1 3 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 LENGTH TOP ELEV. PANEL NO. -NWL2- DESIGN DATA 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 102 103 104 105 106 107 108 109 110 111 112 113 LENGTH TOP ELEV. PANEL NO. -NWL2- DESIGN DATA 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’ 101 20’ 20’20’20’20’20’20’20’20’20’20’20’20’10’10’10’10’10’10’10’10’10’10’10’10’10’10’10’10’10’10’ 970.43’969.77’969.10’968.43’967.77’967.10’966.43’965.77’965.10’964.43’963.77’963.10’962.43’961.77’961.10’960.43’959.77’959.10’958.43’957.77’957.10’956.43’955.77’955.10’954.43’953.77’953.10’952.15’951.15’950.15’949.15’948.15’947.15’946.15’945.15’944.15’943.15’942.15’941.15’940.15’939.15’938.15’937.15’936.15’935.15’934.15’933.15’ 932.15’931.15’930.15’929.15’928.15’927.15’926.15’925.15’924.15’923.15’922.15’921.15’920.15’919.53’918.87’918.20’917.53’916.87’916.20’915.53’914.87’914.20’913.53’912.87’912.20’911.53’910.87’910.20’909.53’908.87’ MINIMUM WALL HEIGHT FACE OF NOISE WALL PROPOSED GROUND AT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2-OOU-2579B R/W SHEET N O .8 / 1 7 / 9 9 -L- WINSTON SALEM OUTER LOOP -Y4CD- 1 5 2 0 2 5 6 2 06 156 10 M A T C H L IN E - N W Y4 R P A - S T A . 2 4 + 0 0 .0 0 NOISE BARRIER -NWL3- 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 850 860 870 880 890 900 910 850 860 870 880 890 900 910 -NWL3- 1 0 P I S t a . 11+ 0 0 .0 0 P I S t a . 1 2 + 0 0 . 0 0 P I S t a . 13 + 0 0 .0 0 P I S t a . 14 + 0 0 . 0 0 1 5 P I S t a . 15 + 0 0 . 0 0 P I S t a . 16 + 0 0 . 0 0 P I S t a . 17 + 0 0 . 0 0 P I S t a . 18 + 0 0 . 0 0 P I S t a . 19 + 0 0 . 0 0 2 0 P I S t a . 2 0 + 0 0 .0 0 P I S t a . 2 1 + 0 0 . 0 0 P I S t a . 2 2 + 0 0 .0 0 P I S t a . 2 3 + 0 0 .0 0 P I S t a . 2 4 + 0 0 .0 0 B E G IN N O IS E WA L L - N WL 3 - -NWL3- -NWL3- - N WL 3 - P O T S t a . 10 + 0 0 .0 0 - Y4 C D - P O C S t a . 11+ 18 .9 6 ( 5 1.7 5 ’ L T ) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 LENGTH TOP ELEV. PANEL NO.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 0 41 42 43 44 45 46 47 48 49 50 LENGTH TOP ELEV. PANEL NO. -NWL3- DESIGN DATA -NWL3- DESIGN DATA 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’ 100’80’100’100’100’20’20’20’20’20’20’20’20’20’ 918.00’918.00’918.00’918.00’918.00’918.00’918.00’917.33’916.66’916.00’915.33’914.66’914.00’913.33’912.66’912.00’911.33’910.66’910.00’909.33’908.66’908.00’907.33’906.66’906.00’905.33’904.66’904.00’903.33’902.66’902.00’901.29’900.59’899.90’899.27’ 898.63’898.00’897.33’896.66’896.00’895.33’894.66’894.00’893.33’892.66’892.00’892.00’892.00’892.00’892.00’ MINIMUM WALL HEIGHT FACE OF NOISE WALL PROPOSED GROUND AT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2-PPU-2579B R/W SHEET N O .8 / 1 7 / 9 9 MA T C H LIN E - N WY4 R P A- S T A. 2 4 + 0 0 .0 0 -NWL3- & -NWY4RPA- NOISE BARRIER -L - W INSTON SALEM OUTER LOOP 3 0 -Y4CD - -Y4RPA - 10 1 5 2 0 24 25 26 27 28 29 30 850 860 870 880 890 900 910 850 860 870 880 890 900 910 10 11 12 13 -NWL3--NWY4RPA- MINIMUM WALL HEIGHT FACE OF NOISE WALL PROPOSED GROUND AT SEE STRUCTURE PLANS)(STRUCTURE PAY ITEM P I S ta . 2 4 + 0 0 .0 0 2 5 P I S ta . 2 5 + 0 0 .0 0 P I S ta . 2 6 + 0 0 .0 0 P I S ta . 2 7 + 0 0 .0 0 P I S ta . 2 8 + 0 0 .0 0 P I S ta . 2 9 + 0 0 .0 0 3 0 P I S ta . 3 0 + 0 0 .0 0 P I S ta . 3 0 + 2 0 .0 0 P I S ta . 3 0 + 4 0 .0 0 P I S t a . 3 0 + 6 0 .0 0 P I S t a . 3 0 + 8 0 .0 0 1 0 P I S t a . 1 0 + 0 2 . 2 1 P I S t a . 1 0 + 2 2 . 2 1 P I S t a . 1 0 + 4 2 . 2 1 P I S t a . 1 0 + 6 2 . 2 1 P I S t a . 1 0 + 8 2 . 2 1 P I S t a. 1 1 + 4 2 . 2 1 P I St a. 1 2 + 4 2. 2 1 E N D N OI S E W A L L - N W Y 4 R P A- -NWL3 - -NW Y4R PA- NOISE W ALL ON BRIDGE - N W Y 4 R P A- P O T St a. 1 3 + 4 2. 2 1 - Y 4 R P A- P O C St a. 2 2 + 7 2. 7 0 ( 2 5. 7 5 ’ L T) E N D N O IS E WA L L - N WL 3 - P O T S t a . 3 0 + 9 3 .8 6 = B E G I N N O I S E W A Ll - N W Y 4 R P A - P O T S t a . 1 0 + 0 0 . 0 0 = - Y 4 R P A - P O C S t a 1 9 + 2 6 . 0 4 - Y4 R P A - P O C S t a . 15 + 3 6 .2 0 6 2 5 6 3 0 51 52 53 54 55 56 57 58 59 60 51 52 53 54 55 56 57 58 59 60 LENGTH TOP ELEV. PANEL NO. -NWL3- DESIGN DATA 20’60’60’60’60’60’100’100’100’100’ 892.00’892.00’892.00’892.00’892.00’892.00’892.00’892.66’893.83’893.83’ 1 2 3 4 5 6 7 8 9 10 LENGTH TOP ELEV. PANEL NO.1 2 3 4 5 6 7 8 9 10 -NWY4RPA- DESIGN DATA 20’20’20’20’20’20’40’60’60’60’ 896.00’895.00’894.00’893.00’892.35’891.68’891.01’890.35’889.68’889.01’ MINIMUM WALL HEIGHT FACE OF NOISE WALL PROPOSED GROUND AT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2RRU-2579B R/W SHEET N O .8 / 1 7 / 9 9 NOISE BARRIER -NWY41- -NWY41- 7 5 10 11 12 13 14 15 16 17 18 19 20 21 22 23 M A T C H L I N E - N W Y 4 1 - S T A . 2 4 + 0 0 . 0 0 24 1 1 5 1 1 5 1 1 5 1 1 0 1 1 0 1 1 0 1 0 5 1 0 5 1 0 5 -Y4- -Y4EB- -Y4WB- 3 5 -Y4RPC- 4 0 3 0 -NWY41- 10 P I Sta. 11+6 0.0 0 P I S ta . 12 + 7 0 .0 0 P I S ta . 14 + 4 0 .0 0 15 PI Sta. 15+80.00 P I S ta . 17 + 3 0 .0 0 2 0 P I S ta . 2 2 + 3 0 .0 0 -Y4RPC- POC Sta. 29+60.86 (99.53’ LT) -NWY41- POT Sta. 10+00.00= BEGIN NOISE WALL -NWY41- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 LENGTH TOP ELEV. PANEL NO.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 -NWY41- DESIGN DATA 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’40’40’40’40’100’40’40’20’20’20’20’20’20’20’60’60’60’60’60’80’40’ 904.81’905.15’905.48’905.82’906.15’906.48’906.82’907.82’908.82’909.82’910.82’911.17’911.17’911.53’912.28’912.66’913.02’913.21’913.39’914.00’914.00’914.00’914.28’914.63’915.00’915.00’915.00’915.00’915.00’915.00’915.32’915.66’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’ MINIMUM WALL HEIGHT FACE OF NOISE WALL PROPOSED GROUND AT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2-SSU-2579B R/W SHEET N O .8 / 1 7 / 9 9 NOISE BARRIER -NWY41- -NWY41- M A T C H L I N E - N W Y 4 1 - S T A . 2 4 + 0 0 . 0 0 1 2 5 1 2 5 1 2 5 1 2 0 1 2 0 1 2 0 -Y4- -Y4EB- -Y4WB- 24 25 26 27 28 29 30 31 32 33 850 860 870 880 890 900 910 920 850 860 870 880 890 900 910 920 - Y5 A- 2 5 3 0 E N D N O I S E W A L L - N W Y 4 1 - - N W Y 4 1 - P O T S t a . 3 3 + 2 0 . 0 0 = - Y 4 E B - P O T S t a . 1 2 6 + 4 0 . 7 7 ( 9 3 . 3 1 ’ L T ) 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 LENGTH TOP ELEV. PANEL NO. -NWY41- DESIGN DATA 20’20’100’20’20’20’20’20’20’20’20’20’80’100’100’120’100’20’20’20’20’20’ 916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’916.00’915.31’914.64’913.97’913.31’912.64’ MINIMUM WALL HEIGHT FACE OF NOISE WALL PROPOSED GROUND AT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2-TTU-2579B R/W SHEET N O .8 / 1 7 / 9 9 NOISE BARRIER -NWY42- -NWY42- M A T C H L I N E - N W Y 4 2 - S T A . 2 0 + 0 0 . 0 0 1 3 5 1 3 5 1 3 5 1 3 0 1 3 0 1 3 0 -Y4- -Y4EB- -Y4WB- - Y5 A- 1 4 0 1 4 0 1 4 0 10 11 12 13 14 15 16 17 18 19 20 810 820 830 840 850 860 870 810 820 830 840 850 860 870 1 0 P I S t a . 1 0 + 8 0 . 0 0 P I S t a . 12 + 5 0 .0 0 1 5 2 0 -NWY42- B E G I N N O I S E W A L L - N W Y 4 2 - E N D M S E W A L L - N W Y 4 2 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 4 E B - P O T S t a . 1 3 0 + 2 6 . 3 7 ( 3 1 . 9 2 ’ L T ) I-40 BUS WEST US 421 NORTH 24’ BST I-40 BUS EAST US 421 SOUTH 24’ BST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 LENGTH TOP ELEV. PANEL NO.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 -NWY42- DESIGN DATA 23 24 47 48 LENGTH TOP ELEV. PANEL NO. -NWY42- DESIGN DATA 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’ 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’ 40’40’ 876.00’876.00’876.00’875.79’875.12’874.45’873.79’873.12’872.45’871.79’871.12’870.45’869.79’869.12’868.45’867.79’867.12’866.45’865.79’865.12’864.45’863.79’863.12’862.45’ 861.79’861.12’860.45’859.79’859.12’858.45’857.79’857.12’856.45’855.79’855.12’854.45’853.79’853.12’852.45’851.79’851.12’850.45’849.79’849.12’848.45’847.79’847.12’846.45’ MINIMUM WALL HEIGHT FACE OF NOISE WALL PROPOSED GROUND AT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2UUU-2579B R/W SHEET N O .8 / 1 7 / 9 9 NOISE BARRIER -NWY42- -NWY42- M A T C H L I N E - N W Y 4 2 - S T A . 2 0 + 0 0 . 0 0 1 4 5 -Y4- -Y4EB- -Y4WB- 810 820 830 840 850 860 870 810 820 830 840 850 860 870 1 4 5 1 4 5 20 21 22 23 24 25 2 0 2 5 E N D N O I S E W A L L - N W Y 4 2 - - N W Y 4 2 - P O T S t a . 2 6 + 5 0 . 0 0 = - Y 4 E B - P O T S t a . 1 4 6 + 7 6 . 2 6 ( 2 5 . 7 5 ’ L T ) I-40 BUS WEST US 421 NORTH 24’ BST I-40 BUS EAST US 421 SOUTH 24’ BST 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 LENGTH TOP ELEV. PANEL NO. -NWY42- DESIGN DATA 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’60’60’60’60’60’10’ 845.79’845.12’844.45’843.79’843.12’842.45’841.79’841.12’840.45’839.79’839.12’838.45’837.79’837.12’836.45’835.79’835.12’834.45’833.23’832.23’831.23’830.23’830.23’ MINIMUM WALL HEIGHT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2VVU-2579B R/W SHEET N O .8 / 1 7 / 9 9 NOISE BARRIER -NWY4RPBD1- -NWY4RPBD1- 10 11 12 13 14 15 16 17 18 19 20 21 890 900 910 920 930 940 890 900 910 920 930 940 FACE OF NOISE WALL PROPOSED GROUND AT -Y4RPD- - Y 4R P B D - 6 0 65 70 30 25 - Y5 D E T- - Y5- 20 15 -NWY4RPBD1- -NWY4RPBD1- 1 0 P I S t a . 10 + 6 0 . 0 0 P I S t a . 11+ 2 0 . 0 0 P I S t a . 11+ 8 0 . 0 0 P I S t a . 12 + 3 8 .0 3 P I S t a . 13 + 4 0 .0 0 PI Sta. 14+80.00 1 5 P I S t a . 17 + 9 0 .0 0 P I S ta . 18 + 7 0 .0 0 2 0 P I S t a . 2 1+ 10 . 0 0 10 B E G I N N O I S E W A L L - N W Y 4 R P B D 1- E N D N O I S E W A L L - N W Y4 R P B D 1- P OT Sta. 10 +00.00 = - N W Y4 R P B D2- B E GI N N OI S E W AL L(85.85’ R T) P OT Sta. 69 +87.45 - Y4 R P B D- - N W Y4 P R B D 1- P O T S t a . 2 1+ 9 0 . 0 0 = - Y4 R P B D - P O T S t a . 7 0 + 0 7 . 0 9 ( 7 9 . 5 9 ’ R T ) P O T S t a . 10 + 0 0 . 0 0 = - Y 4 R P D - P O C S t a . 2 6 + 0 2 . 5 3 R T 6 5 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 LENGTH TOP ELEV. PANEL NO.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 -NWY4RPBD1- DESIGN DATA 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’60’60’120’80’40’40’40’40’ 954.01’955.01’956.00’957.00’957.00’957.00’957.00’956.49’955.64’954.52’953.76’953.00’952.00’950.99’949.99’949.32’948.65’947.98’946.98’945.98’944.99’944.32’943.65’942.97’941.83’940.69’939.77’939.19’938.62’938.04’937.07’936.07’935.07’934.38’933.71’933.04’932.06’931.05’930.05’929.05’928.05’927.04’926.04’ MINIMUM WALL HEIGHT R E V I S I O N S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET N O .PRO JECT REFERENCE N O . HYDRAULICSROADWAY DESIG N ENG INEER EN GIN EER 2WWU-2579B R/W SHEET N O .8 / 1 7 / 9 9 NOISE BARRIER -NWY4RPBD2- -NWY4RPBD2- 10 11 12 13 14 15 16 17 18 19 20 21 850 860 870 880 890 900 910 850 860 870 880 890 900 910 -Y4RPBD- - Y 4 E B - - Y 4 - - Y 4W B - 6 5 6 5 6 5 70 70 70 - Y 4 R P A - 7 5 8 0 7 0 -NWY4RPBD2- FACE OF NOISE WALL PROPOSED GROUND AT -NWY4RPBD2- P I S t a . 2 1+ 10 . 0 0 10 PI Sta. 10 + 60.00 P I S t a . 14 + 8 0 .0 0 1 5 P I S t a . 1 5 + 8 0 . 0 0 P I S t a . 16 + 8 0 .0 0 P I S t a . 17 + 8 0 .0 0 P I S ta . 18 + 8 0 .0 0 P I S ta . 19 + 8 0 .0 0 2 0 P I S ta . 2 0 + 8 0 .0 0 P I S ta . 2 1+ 8 0 .0 0 P I S ta . 2 2 + 8 0 .0 0 P I S ta . 2 3 + 4 0 .0 0 -NW Y4RPBD2- END NOISE W ALL E N D N O I S E W A L L - N W Y4 R P B D 1- P OT Sta. 10 +00.00 = - NW Y4 R P B D2- B E GI N NOIS E W AL L(85.85’ R T) P OT Sta. 69 + 87.45 - Y4 R P B D- - N W Y4 P R B D 1- P O T S t a . 2 1+ 9 0 . 0 0 = - Y4 R P B D - P O T S t a . 7 0 + 0 7 . 0 9 ( 7 9 . 5 9 ’ R T ) POT Sta. 24+00.00= (74.95’ RT) -Y4RPBD- POC Sta. 83+48.67 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 LENGTH TOP ELEV. PANEL NO.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 LENGTH TOP ELEV. PANEL NO. -NWY4RPBD2- DESIGN DATA -NWY4RPBD2- DESIGN DATA 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’ 20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’20’ 927.81’927.13’926.46’925.78’925.10’924.42’923.75’923.07’922.10’921.10’920.10’919.40’918.73’918.07’917.10’916.10’915.10’914.40’913.73’913.07’912.10’911.10’910.10’909.40’908.73’908.07’907.10’906.10’905.10’904.40’903.73’903.07’902.40’901.73’901.07’ 900.40’899.73’899.07’898.40’897.73’897.07’896.40’895.73’895.07’894.40’893.73’893.07’892.40’891.73’891.06’890.40’889.73’889.06’888.40’887.73’887.06’886.40’885.73’885.06’884.40’883.73’883.06’882.09’881.09’880.09’878.77’877.42’876.06’875.06’874.06’ B GRO UND NATURAL FILTER FABRIC NO TE A NATURAL GRO UND TO P O F RIP-RAP TO P O F BERM HO RIZO NTAL FILTER FABRIC NO TE B CHANNEL TO P O F NATURAL TO P O F RIP-RAP FILTER FABRIC FILTER FABRIC BACKFILL w/CLASS I RIP-RAP EXCAVATE TO THIS LINE TO SUPPO RT RIP-RAP BERM AS REQ UIRED TO SUPPO RT RIP-RAP BERM AS REQ UIRED BACKFILL w/CLASS I RIP-RAP EXCAVATE TO THIS LINE FILTER FABRIC TO SUPPO RT RIP-RAP BERM AS REQ UIRED FILTER FABRIC O utlet Pipe or Ditch Scour Hole (PSH) Square Preform ed W ITH FILTER FABRIC LINER: CLASS B RIPRAP D PSRM M IN. 1’ TUCK W ITH NATURAL G RO UND INSTALL LEVEL AND FLUSH FRO M STA. TO STA. PLAN F C 7/08 RIP-RAPPED EN ERG Y DISSIPATO R BASIN DETAIL ? C SECTIO N 2:1 2: 1 Wo CULVERT 2:1+ RIP RAP NO T SHO W N APRO N 2:1 CL 2 :1 2 : 1 + RIP RAP NO T SHO W N G DISSIPATO R PO O L APRO N 2: 1 E 2:1 CULVERT A W o D FI LL S LO P E L A B C D E F G RIP RAP BASIN # 1 ?? ALL DIM ENSIO NS APPRO XIM ATE BASIN #LO CATIO N (AT O UTLET) 1 ? ? (ft) DIM . 3 ?? 2 ?? 2 ?? 3 ?? 6 ?? 37 ?? ??28 477+00 -L- RT ? ? CL 1 6 - D E C - 2 0 1 3 1 0 : 1 7 R : \ D r a i n a g e \ u 2 5 7 9 b _ h y d _ d r n . d g n $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN EN GINEER ENG IN EER R/W SHEET N O .5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . U-2579B 2-ZZ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SEC. B-B SEC. C-C D B SEC. D-D 2 oW A B B B C 2: 1 C SECTIO NL D HO RIZO NTAL 2:1 2:1 2 :1 2: 1 2: 1 Wo2CULVERT BERM C C RIP RAP NO T SHO W N B B A AD D HALF PLAN SYM M . ABO UT CL DIM . A B C D E F G H RIP RAP BASIN # 1 2 3 4 BASIN #LO CATIO N (AT O UTLET) 1 2 3 4 5 5 6 6 7 7 8 8 SEC. A-A B C F FRO M STA. TO STA. DISSIPATO R PO O L G N O TE A APRO N H E 3:1+/- 3 : 1 + /-O F W ATER APPRO X. EDGE *ALL DIM ENSIO NS APPRO XIM ATE IN ? CULVERTS SPAN O F PIPE-ARCH W IDTH O F BO X O R W o= DIAM ETER O F PIPE, NO TE: 2:12:1 B 2:1 B SEC. C-C 2:1 B 2:1 END O F APRO N TO N ATURAL CHANN EL W IDTH. NATURAL CHANN EL BO TTO M AT SEC. A-A. PRO VIDE SM O O TH TRAN SITIO N FRO M IN FLO O R O F BASIN SHO ULD BE AT SAM E ELEVATIO N O R LO W ER THAN *N O TE B: W ARP BASIN TO CO N FO RM TO N ATURAL STREAM CHAN NEL. TO P O F RIP-RAP des/(CRO SS SECTIO N AREA AT SEC. A-A)= SPECIFIED VELO CITY. CRO SS SECTIO N AL AREA AT SECTIO N A-A SUCH THAT Q O BTAIN SUFFICIEN T *N O TE A: IF EXIT VELO CITY O F BASIN IS SPECIFIED, EXTEN D BASIN AS REQ UIRED TO RIP-RAPPED EN ERG Y DISSIPATO R BASIN DETAIL ? 5/05 3 2 2 3 5 25 6 20 556+00 -L- RT AA W PLAN VIEW SECTIO N A-A (4’m in typ.) Perm anent Soil Reinforcem ent m atting (PSRM ) Seed with native grasses at installation. PREFO RM ED SCO UR HO LE FRO M STA. TO STA. *NO T TO SCALE B FI LL SLO PE 2:1 2: 1 PIPE (d = 15" O R 18") INFLO W 3/08 W = 4 FT D= 1 FT B= 4 FT not shown for clarity) (Rip Rap in basin G RO UND N ATURAL EST. FF +/- 22 SY EST. DDE +/- 3.0 CY EST. CLASS ’B’ RIPRAP +/- 3 TO N S I N C U B I C Y A R D S W A S T E B O R R O W U N D E R C U T L O C A T I O N E M B T + % S U M M A R Y O F E A R T H W O R K D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A SHEET NO .PRO JECT REFEREN CE NO . 3CCU-2579B CO M PUTED BY: CHECKED BY:DATE: DATE: 5 / 9 / 0 6 1 6 - D E C - 2 0 1 3 1 1 : 4 2 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ s u m _ e a r t h w o r k . d g n $ $ $ $ U S E R N A M E $ $ $ $ provided by the G eotechnical Engineering Unit. These earthwork quantities are based in part on subsurface data Earthwork quantities are calculated by the Roadway Design Unit. NO TE: E X C A V A T I O N U N C L A S S I F I E D S U M M A R Y N O . 1 - 0 - 0 - 0 0 - 0 0 - 0 -- 0 0 - 0 - 0 - 0 -- 0 - 5 2 0 - 0 - 0 -- 0 - 0 - 0 - 0 - 0 -- 0 - 0 - 0 0 - 0 - 0 -- 0 - 0 - 0 - 0 -- - L - 4 7 8 + 0 0 . 0 0 T O 5 0 8 + 0 0 . 0 0 - L - 5 0 8 + 0 0 . 0 0 T O 5 3 8 + 0 0 . 0 0 - L - 5 3 8 + 0 0 . 0 0 T O 5 5 5 + 7 3 . 0 0 - L - 5 5 7 + 9 8 . 0 1 T O 5 8 3 + 2 8 . 0 6 - L - 5 8 5 + 5 0 . 5 4 T O 6 1 6 + 0 0 . 0 0 S U B T O T A L 7 0 0 , 9 3 8 3 9 1 , 0 1 9 4 3 3 , 3 4 5 1 , 5 2 5 , 3 0 2 2 3 1 , 5 8 6 1 8 0 , 4 5 1 1 6 , 3 1 7 1 , 4 0 5 , 3 3 3 9 1 1 , 4 2 9 1 , 4 0 5 , 3 3 3 9 1 1 , 4 2 9 2 , 7 4 5 , 1 1 6 2 , 3 1 6 , 7 6 2 4 6 9 , 3 5 2 2 1 0 , 5 6 8 4 1 7 , 0 2 8 1 , 0 9 6 , 9 4 8 S U M M A R Y N O . 2 - L - 6 1 6 + 0 0 . 0 0 T O 6 2 7 + 5 0 . 0 0 - L - 6 2 9 + 5 0 . 0 0 T O 6 4 1 + 7 0 . 8 2 - L - 6 4 3 + 8 2 . 6 4 T O 6 6 7 + 1 5 . 0 0 - L - 6 6 7 + 1 5 . 0 0 T O 6 9 2 + 3 2 . 9 8 S U B T O T A L 1 4 3 1 4 6 , 5 6 4 7 5 9 , 3 0 1 3 8 7 , 6 2 6 1 , 1 4 9 , 6 8 3 2 6 8 , 2 2 3 9 0 6 , 0 0 8 1 , 9 0 2 , 7 7 3 3 8 7 , 4 8 3 1 , 1 4 9 , 6 8 3 1 2 1 , 6 5 9 1 , 6 5 8 , 8 2 5 6 6 2 , 0 6 0 6 6 2 , 0 6 0 S U M M A R Y N O . 3 - Y 1 - L T 1 0 + 0 0 . 0 0 T O 1 6 + 0 0 . 0 0 - Y 1 - L T 4 7 + 0 0 . 0 0 T O 5 4 + 0 0 . 0 0 - Y 1 - R T 1 0 + 0 0 . 0 0 T O 1 6 + 0 0 . 0 0 - Y 1 - R T 4 7 + 0 0 . 0 0 T O 5 4 + 0 0 . 0 0 4 6 8 9 0 4 1 9 2 1 , 8 6 2 4 3 6 1 , 1 8 5 1 , 4 8 9 1 , 5 2 1 S U B T O T A L 1 , 5 4 1 1 , 7 1 3 6 7 7 3 , 0 1 0 1 , 6 2 1 3 , 0 1 0 S U M M A R Y N O . 4 - Y 1 - 1 6 + 0 0 . 0 0 T O 2 3 + 1 0 . 0 0 - Y 1 - 2 3 + 1 0 . 0 0 T O 3 2 . + 9 3 . 7 7 - Y 1 - 3 5 + 2 6 . 3 4 T O 4 7 + 0 0 . 0 0 - Y 1 D E T - 1 2 + 0 0 . 0 0 T O 3 2 + 0 0 . 0 0 - Y 1 D E T - 3 2 + 0 0 . 0 0 T O 4 8 + 0 0 . 0 0 6 1 0 7 , 9 3 3 5 , 0 3 4 3 7 , 2 7 3 1 7 , 0 2 5 6 7 , 8 7 5 4 8 , 4 7 6 8 6 , 8 5 6 1 1 2 , 1 1 2 1 1 , 2 3 2 4 0 , 2 0 2 2 9 8 , 8 8 0 4 7 , 8 6 6 7 8 , 9 2 3 1 0 7 , 0 7 8 2 3 , 1 7 7 2 6 , 0 4 1 2 5 7 , 0 4 4 2 6 , 0 4 1 S U B T O T A L S U M M A R Y N O . 5 - Y 1 D E T - R E M O V A L - Y 1 L P A - 1 3 + 1 8 . 0 0 T O 1 8 + 5 0 . 0 0 - Y 1 L P D - 1 3 + 4 5 . 0 0 T O 1 8 + 6 0 . 0 0 - Y 1 R P A - 1 6 + 9 4 . 0 0 T O 3 0 + 5 0 . 0 0 - Y 1 R P D - 1 7 + 8 8 . 0 0 T O 3 1 + 9 9 . 0 0 4 4 , 1 9 6 9 3 , 9 5 7 1 0 2 , 2 5 1 2 1 2 , 2 3 1 1 8 5 , 8 0 2 6 3 8 , 4 3 7 6 5 , 1 5 8 1 7 6 1 9 , 3 9 6 2 1 , 2 6 3 1 0 5 , 9 9 3 2 0 , 9 6 2 2 0 , 9 6 2 9 3 , 7 8 1 1 0 2 , 2 5 1 1 9 2 , 8 3 5 1 6 4 , 5 3 9 5 5 3 , 4 0 6 S U B T O T A L S U M M A R Y N O . 6 - Y 2 - L T 1 0 + 0 0 . 0 0 T O 1 8 + 9 9 . 2 5 - Y 2 - L T 2 1 + 4 1 . 1 8 T O 2 9 + 7 5 . 0 0 - Y 2 - R T 1 0 + 0 0 . 0 0 T O 1 8 + 9 9 . 2 5 - Y 2 - R T 2 1 + 4 1 . 1 8 T O 2 9 + 7 5 . 0 0 3 0 8 1 , 0 8 6 2 , 7 7 9 3 4 9 4 , 5 2 2 1 , 2 2 2 4 9 4 2 9 8 1 , 2 3 2 3 , 2 4 6 9 1 4 8 8 3 5 9 2 2 , 4 8 1 1 , 7 9 7 3 , 0 7 3 S U B T O T A L S H E E T T O T A L 3 , 1 4 6 , 5 4 3 5 , 0 5 9 , 0 1 8 4 , 2 5 7 , 0 1 1 * *Q uantity includes m aterial used in shoulder construction. 9 7 , 2 4 1 2 , 3 4 4 , 5 3 8 4 , 3 9 9 Casey Harris 11-8-10 I N C U B I C Y A R D S W A S T E B O R R O W U N D E R C U T L O C A T I O N E M B T + % S U M M A R Y O F E A R T H W O R K D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A SHEET NO .PRO JECT REFEREN CE NO . 3DDU-2579B CO M PUTED BY: CHECKED BY:DATE: DATE: 5 / 9 / 0 6 1 6 - D E C - 2 0 1 3 1 1 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ s u m _ e a r t h w o r k . d g n $ $ $ $ U S E R N A M E $ $ $ $ provided by the G eotechnical Engineering Unit. These earthwork quantities are based in part on subsurface data Earthwork quantities are calculated by the Roadway Design Unit. NO TE: E X C A V A T I O N U N C L A S S I F I E D S U M M A R Y N O . 7 - 0 4 3 - 5 2 0 7 2 - 0 - 7 0 0 - 0 - 0 - 0 - 0 - 0 - 0 - 0 - 3 2 0 - 0 - 5 2 0 - 0 - 5 0 - 0 - 0 - 0 - 0 - 0 - 0 -- 0 - 0 - 0 0 - 0 - 0 -- 0 - 0 - 0 - 0 - - Y 2 A - L T 1 6 + 0 0 . 0 0 T O 2 2 + 0 0 . 0 0 - Y 2 A - R T 1 6 + 0 0 . 0 0 T O 2 2 + 0 0 . 0 0 - Y 3 - L T 1 8 + 2 5 . 0 0 T O 2 6 + 2 5 . 0 0 - Y 3 - R T 1 8 + 2 5 . 0 0 T O 2 6 + 2 5 . 0 0 S U B T O T A L 5 9 8 1 2 4 1 , 1 9 7 5 2 9 2 , 4 4 8 1 5 7 3 2 2 5 5 5 1 , 0 4 0 4 5 9 2 , 1 2 6 S U M M A R Y N O . 8 - Y 4 - L T 2 6 + 8 0 . 0 0 T O 4 5 + 6 5 . 0 0 - Y 4 - L T 4 5 + 6 5 . 0 0 T O 7 5 + 5 0 . 0 0 - Y 4 - L T 7 5 + 5 0 . 0 0 T O 1 0 5 + 5 0 . 0 0 - Y 4 - L T 1 0 5 + 5 0 . 0 0 T O 1 3 5 + 5 0 . 0 0 - Y 4 - L T 1 3 5 + 5 0 . 0 0 T O 1 4 3 + 0 0 . 0 0 S U B T O T A L 1 3 , 3 2 4 2 2 , 8 4 0 6 2 , 9 9 8 1 6 , 6 9 8 4 2 9 1 1 6 , 2 8 9 8 , 3 7 5 1 4 , 1 4 1 3 6 , 0 9 5 1 2 , 0 8 2 2 1 1 7 0 , 9 0 4 4 , 9 4 9 8 , 6 9 9 2 6 , 9 0 3 4 , 6 1 6 2 1 8 4 5 , 3 8 5 S U M M A R Y N O . 9 - Y 4 - M I D 2 6 + 8 0 . 0 0 T O 4 5 + 6 5 . 0 0 - Y 4 - M I D 4 5 + 6 5 . 0 0 T O 7 5 + 5 0 . 0 0 - Y 4 - M I D 7 5 + 5 0 . 0 0 T O 1 0 5 + 5 0 . 0 0 - Y 4 - M I D 1 0 5 + 5 0 . 0 0 T O 1 3 5 + 5 0 . 0 0 - Y 4 - M I D 1 3 5 + 5 0 . 0 0 T O 1 4 3 + 0 0 . 0 0 S U B T O T A L 1 , 4 5 7 2 , 1 7 1 2 , 1 5 9 2 , 1 9 0 6 0 9 8 , 5 8 6 1 0 7 1 1 3 3 0 9 1 , 4 2 5 2 , 0 6 4 2 , 1 0 7 2 , 0 7 7 6 0 4 8 , 2 7 7 S U M M A R Y N O . 1 0 - Y 4 - R T 2 6 + 8 0 . 0 0 T O 4 5 + 6 5 . 0 0 - Y 4 - R T 4 5 + 6 5 . 0 0 T O 7 5 + 5 0 . 0 0 - Y 4 - R T 7 5 + 5 0 . 0 0 T O 1 0 5 + 5 0 . 0 0 - Y 4 - R T 1 0 5 + 5 0 . 0 0 T O 1 3 5 + 5 0 . 0 0 - Y 4 - R T 1 3 5 + 5 0 . 0 0 T O 1 4 3 + 0 0 . 0 0 S U B T O T A L 1 1 , 1 5 1 1 , 7 7 9 3 6 , 6 4 7 6 7 , 5 7 7 1 , 3 4 7 1 1 8 , 5 0 1 4 , 6 3 1 1 8 , 5 1 6 3 5 , 9 0 4 4 0 , 3 5 6 1 , 0 6 0 1 6 , 7 3 7 1 6 , 7 3 7 6 , 5 2 0 2 7 , 2 2 1 2 8 7 3 4 , 7 7 1 S U M M A R Y N O . 1 1 - Y 4 L P A - 1 3 + 1 2 . 0 0 T O 2 1 + 3 4 . 0 0 - Y 4 L P B - 1 3 + 2 9 . 0 0 T O 1 8 + 8 5 . 0 0 - Y 4 L P D - 1 6 + 2 1 . 3 8 T O 2 1 + 7 7 . 0 0 - Y 4 R P A - 1 4 + 8 1 . 8 0 T O 1 5 + 1 9 . 2 4 - Y 4 R P A - 1 9 + 0 0 . 5 0 T O 3 4 + 3 6 . 0 0 S U B T O T A L 1 7 , 5 2 9 2 , 1 5 8 1 3 , 0 4 7 1 9 , 8 9 8 5 2 , 6 3 2 7 6 , 0 8 4 7 1 , 2 1 0 1 0 , 7 0 6 5 , 8 8 0 2 0 9 , 2 1 9 3 7 3 , 0 9 9 5 8 , 5 5 5 6 9 , 0 5 2 5 , 8 8 0 1 8 9 , 3 2 1 3 2 2 , 8 0 8 2 , 3 4 1 2 , 3 4 1 S U M M A R Y N O . 1 2 - Y 4 R P B - 1 5 + 0 4 . 0 0 T O 2 6 + 6 3 . 0 0 - Y 4 R P C - 1 5 + 9 8 . 0 0 T O 3 0 + 5 5 . 0 0 - Y 4 R P D - 1 6 + 7 8 . 0 0 T O 2 8 + 0 2 . 0 0 S U B T O T A L 5 , 3 2 3 1 1 1 , 7 9 3 1 2 , 0 5 8 1 2 9 , 1 7 4 7 0 , 3 5 2 1 3 3 , 5 5 2 2 5 , 7 5 6 6 5 , 0 2 9 2 1 , 7 5 9 1 3 , 6 9 8 2 2 9 , 6 6 0 S H E E T T O T A L 4 2 7 , 6 3 0 7 7 4 , 7 6 1 4 4 0 , 0 3 1 1 0 0 , 4 6 7 7 4 3 1 0 0 , 4 8 6 9 2 , 9 0 0 Casey Harris 11-8-10 I N C U B I C Y A R D S W A S T E B O R R O W U N D E R C U T L O C A T I O N E M B T + % S U M M A R Y O F E A R T H W O R K D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A SHEET NO .PRO JECT REFEREN CE NO . 3EEU-2579B CO M PUTED BY: CHECKED BY:DATE: DATE: 5 / 9 / 0 6 1 6 - D E C - 2 0 1 3 1 1 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ s u m _ e a r t h w o r k . d g n $ $ $ $ U S E R N A M E $ $ $ $ provided by the G eotechnical Engineering Unit. These earthwork quantities are based in part on subsurface data Earthwork quantities are calculated by the Roadway Design Unit. NO TE: E X C A V A T I O N U N C L A S S I F I E D - 0 0 - 0 - 0 - 0 - 0 3 - 8 2 0 - 0 0 - 0 - 0 -- 0 - 0 -- 0 - 0 - 0 - 0 -- 0 2 8 - 0 2 6 - 0 - 9 5 0 - S U M M A R Y N O . 1 3 - Y 4 R P B D - 1 7 + 6 6 . 0 0 T O 2 5 + 4 0 . 0 0 - Y 4 R P B D - 2 7 + 8 0 . 0 0 T O 4 3 + 0 4 . 0 0 - Y 4 R P B D - 5 4 + 7 2 . 3 0 T O 7 9 + 6 3 . 0 0 1 7 4 , 9 4 0 1 7 4 , 9 4 0 1 6 , 4 3 2 1 6 9 , 5 9 5 1 5 3 , 1 6 3 2 9 , 5 2 8 1 3 3 , 3 9 0 S U B T O T A L 4 5 , 9 6 0 4 7 7 , 9 2 5 4 3 1 , 9 6 5 S U M M A R Y N O . 1 4 - Y 5 - L T 1 6 + 0 0 . 0 0 T O 1 7 + 9 2 . 0 0 - Y 5 - R T 1 6 + 0 0 . 0 0 T O 1 7 + 9 2 . 0 0 - Y 5 - 1 7 + 9 2 . 0 0 T O 2 2 + 9 5 . 3 5 - Y 5 - 2 4 + 0 6 . 9 9 T O 2 6 + 6 2 . 2 8 - Y 5 - 3 0 + 9 7 . 1 3 T O 3 3 + 3 0 . 0 0 S U B T O T A L 1 3 0 3 3 4 1 1 4 8 6 6 1 2 7 2 0 , 3 6 5 2 2 , 6 9 7 4 4 4 2 0 , 2 5 1 2 2 , 6 9 7 2 5 2 4 2 2 1 , 4 4 4 4 3 , 7 1 5 4 2 , 9 4 8 6 7 7 S U M M A R Y N O . 1 5 - Y 5 D E T - 1 1 + 0 0 . 0 0 T O 3 1 + 5 0 . 0 0 - Y 5 D E T - R E M O V A L 4 , 1 2 3 1 7 , 0 6 0 1 9 , 7 1 0 4 , 9 4 8 1 5 , 5 8 7 1 2 , 1 1 2 S U B T O T A L 2 1 , 1 8 3 2 4 , 6 5 8 1 5 , 5 8 7 1 2 , 1 1 2 S U M M A R Y N O . 1 6 - Y 5 A - L T 5 4 + 0 0 . 0 0 T O 6 6 + 7 8 . 5 8 - Y 5 A - L T 6 9 + 5 3 . 1 1 T O 8 1 + 2 5 . 0 0 - Y 5 A - R T 5 4 + 0 0 . 0 0 T O 6 6 + 7 8 . 5 8 - Y 5 A - R T 6 9 + 5 3 . 1 1 T O 8 1 + 2 5 . 0 0 S U B T O T A L S U M M A R Y N O . 1 7 2 , 6 2 5 3 3 , 4 3 9 2 , 0 8 3 4 2 , 2 1 7 8 , 1 9 6 3 , 4 3 4 7 , 1 9 9 2 , 0 2 6 5 , 5 7 1 5 , 1 1 6 3 0 , 0 0 5 4 0 , 1 9 1 8 0 , 3 6 4 2 0 , 8 5 5 1 0 , 6 8 7 7 0 , 1 9 6 - Y 6 - L T 1 0 + 7 5 . 0 0 T O 2 2 + 2 5 . 0 0 - Y 6 - R T 1 0 + 7 5 . 0 0 T O 2 2 + 2 5 . 0 0 - Y 7 - 1 0 + 0 0 . 0 0 T O 1 3 + 5 0 . 0 0 - Y 9 - 1 0 + 5 0 . 0 0 T O 1 3 + 0 0 . 0 0 S U B T O T A L 8 1 2 5 , 7 1 0 1 , 1 0 5 7 8 4 8 9 2 7 , 0 1 0 6 , 9 8 4 4 , 8 1 8 1 , 0 1 0 7 , 6 5 3 8 , 7 8 1 6 , 9 8 4 5 , 8 5 6 S H E E T T O T A L - 8 8 , 8 4 1 1 5 6 , 6 0 4 5 7 5 , 9 3 4 5 0 8 , 1 7 1 *Q uantity includes m aterial used in shoulder construction. * 1 0 3 , 8 6 2 Casey Harris 11-8-10 I N C U B I C Y A R D S W A S T E B O R R O W U N D E R C U T L O C A T I O N E M B T + % S U M M A R Y O F E A R T H W O R K D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A SHEET NO .PRO JECT REFEREN CE NO . 3FFU-2579B CO M PUTED BY: CHECKED BY:DATE: DATE: 5 / 9 / 0 6 1 6 - D E C - 2 0 1 3 1 1 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ s u m _ e a r t h w o r k . d g n $ $ $ $ U S E R N A M E $ $ $ $ provided by the G eotechnical Engineering Unit. These earthwork quantities are based in part on subsurface data Earthwork quantities are calculated by the Roadway Design Unit. NO TE: E X C A V A T I O N U N C L A S S I F I E D - T O T A L F R O M S H E E T 1 T O T A L F R O M S H E E T 2 - T O T A L F R O M S H E E T 3 - 3 , 1 4 6 , 5 4 3 4 2 7 , 6 3 0 1 5 6 , 6 0 4 5 , 0 5 9 , 0 1 8 7 7 4 , 7 6 1 5 7 5 , 9 3 4 4 , 2 5 7 , 0 1 1 4 4 0 , 0 3 1 5 0 8 , 1 7 1 2 , 3 4 4 , 5 3 8 8 8 , 8 4 1 T O T A L - 3 , 7 3 0 , 7 7 7 6 , 4 0 9 , 7 1 3 5 , 2 0 5 , 2 1 3 2 , 5 2 6 , 2 7 9 M A T E R I A L F O R S H O U L D E R C O N S T R U C T I O N L O S S D U E T O C L E A R I N G A N D G R U B B I N G A D D I T I O N A L U N D E R C U T R O C K W A S T E T O R E P L A C E B O R R O W A D J U S T F O R R O C K W A S T E - - - - - - - - - - - - - - - - - W A S T E I N L I E U O F B O R R O W - - - - 2 , 4 3 4 , 4 8 5 - 2 , 4 3 4 , 4 8 5 3 , 6 2 1 , 8 7 7 - 6 , 4 6 1 , 1 9 4 2 , 8 3 9 , 3 1 5 P R O J E C T T O T A L 0 E S T . 5 % T O R E P L A C E T O P S O I L O N B O R R O W P I T - - - - 1 4 1 , 9 6 6 G R A N D T O T A L 3 , 6 2 1 , 8 7 7 2 , 9 8 1 , 2 7 7 - - - 3 , 6 2 2 , 0 0 0 2 , 9 8 1 , 5 0 0 - - - S A Y G e o t e c h . R e c s h a v e n o t b e e n c o m p l e t e d a s o f 2 / 2 / 1 0 6 9 , 8 4 0 9 2 , 9 0 0 - 1 0 8 , 9 0 0 1 0 8 , 9 0 0 - 9 1 , 7 9 4 - 1 8 , 3 5 9 - 1 8 , 3 5 9 6 9 , 8 4 0 - 9 1 , 7 9 4 Casey Harris 11-8-10 1 2 / 0 6 / 0 7 CO M PUTED BY: CHECKED BY:DATE: DATE:SHEET NO .PRO JECT REFEREN CE NO . 1 6 - D E C - 2 0 1 3 1 1 : 4 3 R : \ R o a d w a y \ P r o j \ u 2 5 7 9 b _ r d y _ s u m . d g n $ $ $ $ U S E R N A M E $ $ $ $ U-2579B 3-G G LIN E SURVEY STATIO N STATIO N LT/ RT LO CATIO N 2 YD -L- -L- -L- 623+50.00 LT&RT LT&RT TO TAL SY: SAY:14,600 -L- -L- 567+00.00 570+00.00 583+00.00 LT&RT RT 47+00.00 BREAKIN G O F EXISTIN G ASPHALT PAVEM EN T DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA LIN E SURVEY STATIO N STATIO N 2 YD -Y1- -L- -L- -L- -L- -L- -L- -L- -L- -Y4- -Y4- -Y1DET- 536+66.32 537+27.37 553+20.16 554+87.90 565+02.96 565+98.69 622+66.83 623+04.11 623+66.77 624+82.90 630+91.75 632+50.68 635+68.51 638+83.77 102+50.00 106+64.27 127+79.54 128+82.85 122+00.00 123+50.00 208.28 155.41 87.89 123.95 361.37 261.98 189.45 716.37 911.03 301.60 740.02 305.15 353.53 TO TAL SY: SAY: REM O VAL O F EXISTIN G ASPHALT PAVEM EN T -Y4- -Y4- -L- -Y5DET- 1300.45 1428.23 91.49 125+76.28 127+12.62 197.61 385.71 649+78.32 650+87.26 204.49 11+74.27 48+13.76 10,514.08 11+59.72 30+81.71 5,552.42 24,422.22 24,500 CY LT.&RT. LT.&RT. SUM M ARY O F SHO ULDER DRAIN LIN E (FT) DRAIN PIPE SHO ULDER (FT) DRAIN SHO ULDER (FT) PIPE O UTLET (EA) PADS CO NCRETE BO X #STATIO N TO STATIO N -L- 542+00 TO 555+45 LT. M ED. 1345 1345 9.5’ 2GI-A,#109 -L- 548+53 LT. M ED. 9.5’ -L- 545+65, LT. M ED. -L- 554+22 LT. M ED 9.5 2GI, #117 570 -L- 558+30 TO 564+00 LT M ED 570 9.5 2G I, #119 -L- 558+30 LT. M ED. -L- 560+50 LT. M ED. 9.5 2G I, #121 -L- 667+00 TO 679+00 LT. M ED. 1200 1200 -L- 669+65 LT. M ED. 9.5 2G I-A,#278 -L- 672+00 LT. M ED. 9.5 2G I-A,#283 -L- 673+22 LT. M ED. 9.5 2GI-A,#285 -L- 676+00 LT. M ED. 9.5 2GI-A,#289 -L- 478+20 TO 484+35 RT. 615 615 -L- 478+20 RT. 19.5 2G I-A,#3 -L- 483+00 RT. 15.5 2GI,#10 -L- 900 900 -L- 620+78 RT. 48’ 1 -L- 623+00 RT. 48’ 1 -L- 1187 1187 -L- 486+55 RT. 18’ 2G I,#36 -L- 490+75 RT. 18’ 2G I,#39 -L- 494+75 RT. 53’ 2G I,#48 -L- 512+00 TO 522+00 RT. 1000 1000 -L- 515+30 RT. 21.5’ 2G I,#83 -L- 520+50 RT. 23’ 2GI,#86 -L- 478+20 TO 485+60 LT. 740 740 -L- 478+20 LT. 20’ 2G I,#IA -L- 483+39 LT. 20’ 2GI,#6 -L- 478+50 TO 495+00 LT. 750 750 -L- 487+50 LT. 29’ 2GI,#20 17’ 2G I,#38 -L- 90+75 LT. -L- 510+37 TO 521+50 LT. 1113 1113 -L- 513+00 LT. 34’ 1 -L- 516+00 LT. 18’ 2G I,#79 TO TAL: 9420 9420 488 3 486+00 TO 498+42 RT. 617+00 TO 626+00 RT. 2G I, #112 SUM M ARY O F SHO ULDER DRAIN LIN E (FT) DRAIN PIPE SHO ULDER (FT) DRAIN SHO ULDER (FT) PIPE O UTLET (EA) PADS CO NCRETE BO X #STATIO N TO STATIO N -L- 520+00 LT. 18’ 2G I,#85 -L- 521+50 LT. 40’ 1 1395 1395 -L- 528+75 TO 542+70 LT. -L- 528+75 LT. 2GI,#93 -L- 534+50 LT. 18’ 2GI,#96 -L- 542+70 LT. 18’ 2GI,#104 -L- 539+72 LT. 18’ 2GI,#101 -L- 501+50 TO 510+00 RT. 850 850 -L- 501+50 RT. 2GI,#67 -L- 504+85 RT. 2GI,#73 -L- 507+00 RT. 2GI,#75 -L- 558+30 TO 564+00 RT. 570 570 -L- 558+30 RT. 2GI,#120 -L- 560+50 RT. 2G I,#122 -L- 667+00 TO 679+00 RT. 1200 1200 -L- 671+00 RT. 32’ 1 -L- 673+22 RT. 21’ 2G I,#286 -L- 676+00 RT. 19’ 2G I,#290 -L- 522+00 TO 528+49 RT. 649 649 -L- 525+50 RT. 2G I,#88 -L- 528+45 RT. 2G I,#91 -L- 528+49 TO 552+62 RT. 2413 2413 -L- 534+22 RT. 18’ 1 -L- 534+50 RT. 18’ 2G I,#95 -L- 538+00 RT. 18’ 2GI,#98 -L- 539+72 RT. 18’ 2G I,#99 -L- 542+70 RT. 18’ 2GI,#105 -L- 545+63 RT. 18’ 2G I-A,#110 -L- 548+53 RT. 18’ 2G I-A,#113 -L- 551+00 RT. 28’ -L- 552+62 TO 554+20 RT. 158 158 -L- 554+20 TO 555+45 RT. 125 125 -L- 554+22 RT. 2GI,#117A TO TAL: 7360 7360 338 3 SUM M ARY O F SHO ULDER DRAIN LINE (FT) DRAIN PIPE SHO ULDER (FT) DRAIN SHO ULDER (FT) PIPE O UTLET (EA) PADS CO NCRETE BO X #STATIO N TO STATIO N -L- 504+85 TO 510+37 LT. 552 552 -L- 504+85 LT. 2G I,#71 -L- 507+00 LT. 2G I,#74 -L- 617+00 TO 626+80 LT. 980 980 -L- 620+75 LT. 12’ 3G I-A,#174 -L- 623+47 LT. 12’ 2G I,#176 -L- 521+50 TO 528+75 LT. 725 725 -L- 521+50 LT. 40’ 1 -L- 525+50 LT. 2G I,#89 -L- 528+75 LT. 2G I,#93 TO TAL: 2257 2257 64 1 3-SHEET TO TALS: 19,037 19,037 890 7 SAY: 19,050 19,050 900 7 LO CATIO N LT. LT. RT. LT. RT. LT. RT. LT. RT. RT. RT. RT. RT. RT. LT. RT. RT. RT. RT. RT. -Y1RPD- -Y1RPA- 52+58.40 53+56.83 25+80.81 26+31.33 21+53.46 21+72.84 -Y5A-77+45.00 78+94.81 -Y4RPBD-74+70.70 75+34.04 -Y4RPBD-67+09.76 71+70.03 -Y5A-63+17.00 65+22.39 T. CAO J. BRAXTO N 5-11-09 5-12-09 -Y1- 74+50.00 LT&RT -Y1-LT&RT 16+50.00 -Y4RPBD- 32+93.77 2,889 431 667 756 14,574 2 YD 630+30.00 636+00.00 35+26.34 71+10 LT&RT RT 471 596 5,114 3,651 31.71533+84.85 534+10.29 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIG N ENG IN EER EN GIN EER R/W SHEET NO . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 2 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 4 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 4U-2579B M A T C H LIN E - L - S T A . 4 7 5 + 0 0 S H E E T 5 R = 2,870.00’ T = 547.06’ L = 1,081.14’ PI Sta 458+53.53 D PIs Sta 465+27.69 LT = 280.08’ Ls = 420.00’ ST = 140.07’ F -L- SE = .07 NOTE : FOR -L- PROFILE, SEE SHEET 32 PIs Sta 451+66.55 F Ls = 420.00’ LT = 280.08’ ST = 140.07’ R I G H T O F W A Y R E V I S I O N , 1 1 / 5 / 1 2 - P A R C E L N U M B E R 1 , 2 , 3 R E M O V E D 4 6 5 4 7 0 4 7 5 C S S t a . 4 6 3 + 8 7 . 6 2 - L - S T S t a . 4 6 8 + 0 7 .6 2 0 2 0 2 0 2 300’ TAPER 300’ TAPER 4 8 ’ 3 6 ’ 4 6 ’ 4 8 ’ 4 6 ’ -L- -L- 0 0 0 1 0 2 60’ INC. 12’P.S. 12’P.S. FU TU RE CONSTRU CTION 3 6 ’ 12’P.S. TIP PROJECT U -2579C 12’P.S. 1284’ FULL LANE 1153’ FULL LANE 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 13859.16 -BL- 13 TOP=860.16 INV=847.66 TOP=858.78 INV=846.48 TOP=861.33 INV=848.13 1 2 " D I 12" DI 1 2 " D I KIM C. STREETM AN W ENDY C. SLOAN DB 1891 PG 1253 25’ ACCESS EASEM ENT M ICHAEL W ADE W ESTM ORELAND 49.19’ 97.65’ 9 7.6 5’ 18 8.5 4’ 337.14’ 80.33’ 118.41’ 2 6 8.7 3’ 159.88’ 200.51’139.98’ 179.75’ 148.20’ 6 7.4 1’ 99.72’ 13 5 . 18 ’ EIP EIP E I P EIP 371.29’ SUSAN K. M ORETZ FREDERICO B. M ORETZ DAN W ESTMORELAND JANE WHICKER LOUISE FRANKLIN 115.00’ 93.63’ 18 3 . 0 5 ’ 2 5 1. 0 3 ’ 230.24’ BETH C. DELFOSSE DB 1891 PG 1253 DB 1891 PG 1249 DB 1891 PG 1257 DB 2302 PG 3132 DB 573 PG 367 DB 107 PG 246 DB 2124 PG 2239 DB 2226 PG 1302 DB 1655 PG 1225 TOW N OF W ALKERTOW N TOW N OF W ALKERTOW N FORSYTH COUNTY FORSYTH COUNTY F O R S Y T H C O U N T Y W A L K E R T O W N T O W N O F 2 0 ’ S A NI T A R Y S E W E R E A S E M E N T 238.98’ +66.39 111.11’ + 5 5.6 9 162.67’+38.34 BETH C. DELFOSSE DB 2633 PG 276 DB 843 PG 125 DB 2686 PG 2459 +63.40 -L- +25.90 -L- 200.00’ 200.00’ 4 4B 3SBW M T L M T L M T L M T L 48" W W S S 12" RCP 48" CONC C O N C2 S B K D 48" CHL W D DK SUDSBEE LN 20’ BST W / L T SOIL AT END BRIDGE BEGIN SHO ULDER BERM GUTTER STA 478+20 TO 480+50 -L- LT BERM DITCH STA 23+90 TO 25+20 -Y1RPA- RT BERM DITCH AND RETAIN EXISTING 15" RCP ADJUST SLO PE STAKES W / ELBO W 18" CSP CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S W / ELBO W 15" CSP W / ELBO W 18" CSP CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S 2@ 7’x6’ RCBC RIP RAP CLASS ’I’ CO LLAR SLO T FLAT GRATE 2GI W / NARRO W CO LLAR SLO T FLAT GRATE 2GI W / NARRO W REM O VE SLO T FLAT GRATE 2GI W / NARRO W 2 ELBO W S 15" CSP W / 2 ELBO W S 15" CSP W / SLO T FLAT GRATE 2GI W / NARRO W CO LLAR EXTEND RETAIN AND REM O VE HWEST 37 SY FF EST 15 TO NS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TO NS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TO NS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TO NS RIP RAP CLASS ’B’ SEE DETAIL#2 SW ALE BEHIND C&G SEE DETAIL#3 LATERAL 2’ BASE DITCH SEE DETAIL#2 SW ALE BEHIND C&G SEE DETAIL #1 FALSE CUT SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE EST. DDE 25 CY SEE DETAIL#8 HEAD DITCH EST. DDE 9 CY SEE DETAIL #7 TAIL DITCH EST. DDE 20 CY SEE DETAIL #8 TAIL DITCH STA. 42+50 -Y1- LT BERM GUTTER END SHO ULDER EXTEND RETAIN AND -Y1- LT STA. 41+30 BERM GUTTER BEGIN SHO ULDER GUTTER STA 28+10 -Y1- RT END SHO ULDER BERM 23+90 -Y1RPA- RT STA 22+75 TO BERM DITCH EST 16 SY FF EST 5 TO NS SEE DETAIL #33 (BANKS O NLY) CLASS ’B’ RIP RAP SEE DETAIL# EST 463 SY FF EST 172 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III STA 35+76 -Y1- LT END O F BRIDGE TO SHO ULDER BERM GUTTER SEE SHEET 2-TT PSH STA 24+00 -Y1- LT END SHO ULDER BERM GUTTER DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER EN GIN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 2 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 5 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 5U-2579B M A T C H L I N E - L - S T A . 5 0 0 + 8 3 S H E E T 6 M A T C H L I N E - L - S T A . 4 7 5 + 0 0 S H E E T 4 MATCHLINE - Y1 - STA. 23+65 SHEET 20 MATCHLINE - Y1 - STA. 44+00 SHEET 21 FF F F F T = 604.30’ R = 280.00’ L = 636.66’ PI Sta 18+14.30 D Ls = 210.00’ PIs Sta 11+41.05 LT = 141.05’ ST = 70.95’ST = 70.95’ LT = 141.05’ Ls = 210.00’ PIs Sta 19+17.61 PI Sta 21+48.83 T = 938.83’ L = 717.33’ R = 280.00’ D Ls = 210.00’ PIs Sta 19+98.29 LT = 141.05’ ST = 70.95’ST = 70.95’ Ls = 210.00’ PIs Sta 11+41.05 LT = 141.05’ R = 1,000.00’ T = 250.19’ L = 490.31’ D PI Sta 28+77.17 L = 580.17’ T = 303.51’ R = 800.00’ D PIs Sta 25+03.79 Ls = 210.00’ ST = 70.12’ LT = 140.13’ F ST = 80.03’ LT = 160.04’ Ls = 240.00’ PIs Sta 22+03.70PI Sta 16+90.72 L = 883.67’ T = 450.72’ R = 1,820.00’ D PIs Sta 11+60.04 Ls = 240.00’ LT = 160.04’ ST = 80.03’ F LT = 160.08’ ST = 80.08’ PIs Sta 14+10.08 Ls = 240.00’ F L = 460.06’ R = 1,205.00’ T = 232.87’ D PI Sta 17+22.87 PIs Sta 20+30.14 Ls = 240.00’ ST = 80.08’ LT = 160.08’ F ST = 70.07’ LT = 140.08’ PIs Sta 23+30.14 Ls = 210.00’ F PI Sta 26+50.25 SE = .08 -Y1RPD- SE = .06 -Y1LPD- SE = .08 RO = SEE PLANS -Y1LPA- -Y1RPA-SE = .08 SE = .08 SE = .06 RO = SEE PLANS 0 50’ 50’ 100’ 25’ NOTE: PI Sta 43+10.02 D L = 450.07’ T = 228.91’ R = 1,000.00’ -Y1DET- FOR -Y1- PROFILE, SEE SHEET 43-44 FOR -Y1RPA- PROFILE, SEE SHEET 47 FOR -L- PROFILE, SEE SHEET 32-33 FOR -Y1RPD- PROFILE, SEE SHEET 48 FOR -Y1LPA- PROFILE, SEE SHEET 45 FOR -Y1LPD- PROFILE, SEE SHEET 46 S R 2 4 0 5 OLD B E LE WS R D 19 ’ B S T PAVED SHOULDER PAVEMENT TO BE OBLITERATED R I G H T O F W A Y R E V I S I O N , 1 1 / 5 / 1 2 - P A R C E L N U M B E R 3 R E M O V E D 4 7 5 4 8 0 4 8 5 5 0 0 25 4 6 ’ 3 6 ’ 3 6 ’ -L- -Y1RPA- 4 9 0 4 9 5 2 0 25 3 0 20 S R S S t a . 2 1 +9 0 .0 6 25 15 2 0 15 600’ TRANSITION 08 07 06 0 5 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 3 04 05 06 0 2 35’ I NC 30’ I N C 08 07 06 05 04 03 02 01 00 01 02 03 04 05 06 35’ INC 30’ INC 0 3 0 4 0 5 0 6 0 7 0 8 0 8 - Y 1 L P A- S C Sta. 1 2 + 1 0.0 0 - Y1LP A- S T S ta . 2 0 + 5 6 .6 6 - Y1R P A- P T S ta . 2 8 + 9 0 .3 7 - Y1R P A- S C S ta . 14 + 9 0 .0 0 - Y1R P A- T S S ta . 12 + 5 0 .0 0 -Y 1R PA - SC Sta. 24+00.06 -Y1R PA - CS Sta. 19+50.06 -Y1LPA - C S Sta. 18+46.66 -Y1LP D - S C S ta. 12 + 10 .0 0 - Y1LP D - S T S ta . 2 1+ 3 7 .3 3 - Y 1 L P D - C S S t a . 1 9 + 2 7. 3 3 - Y1 R P D- S C Sta. 2 5 + 73.67 - Y1RP D- S RS Sta. 23+63.67 - Y1RP D- CS Sta. 21+23.67 - Y 1R P D - S C S t a . 12 + 4 0 . 0 0 2 0 1 5 - Y1R P D - P T S ta . 3 1+ 5 3 .8 4 - Y 1 L P D - T S S t a . 1 0 + 0 0 . 0 0 - Y 1 L P A - T S S t a . 1 0 + 0 0 . 0 0 12’P.S. 15 -Y1LPD- Sta. 22+60.41 -Y1- Sta. 40+06.00 -Y1- Sta. 40+25.53 SKEW = 98.5386 -Y1- POT Sta. 34+10.05 -L- POT Sta. 482+13.14 24’ 4’ 4’ P.S. 4’ P.S. 1 5 -Y1LPA- POT Sta. 22+03.90 -Y1- POT Sta. 27+43.00 -Y1RPA- POT Sta. 31+29.10 -Y1- POT Sta. 27+23.00 P C S ta . 10 + 0 0 .0 0 OBLITEREATE AND GRADE TO DRAIN BEGIN APPROACH SLAB -Y1- STA. 32+69.50 -Y1- STA. 32+93.77 BEGIN BRIDGE -Y1- STA. 35+26.34 END BRIDGE -Y1- STA. 35+50.61 END APPROACH SLAB 12’ P.S. - L - P O T S t a . 4 8 4 + 2 4 . 0 0 ( 5 9 ’ L t . ) - L - P O T S t a . 4 8 2 + 9 3 . 0 0 END GRASS MEDIAN 30 35 40 BEGIN 5" MONOLITHIC CONCRETE ISLAND 02 02 02 02 0 2 0 2 0 2 0 2 24’ 36’ 1284’ FULL LANE 4 8 ’ 3 6 ’ 3 6 ’ D 4 8 ’ 36’ 4 8 ’ 4 8 ’ 4 6 ’ 48’ 36’ -L--L- -Y1RPA- -Y1LPA- -Y1RPD - -Y1LPD--Y1RPD- -Y1LPD- - Y1- - Y1- - Y1- - Y1- 2 0 0 ’ T A P E R R E P A T ’ 0 0 2 0 2 0 3 0 4 0 5 0 7 08 0 6 0 3 0 4 0 5 0 6 0 7 0 8 08 0 1 0 1 0 0 0 6 0 5 0 4 0 3 0 2 0 1 0 8 0 7 0 6 0 50 4 0 3 0 2 0 1 0 0 0 1 35’ INC 30 ’ INC 44 ’ 20’ 2 0 ’ 0 7 0 6 0 5 0 4 0 3 0 2 0 6 0 5 0 3 0 2 0 4 0 1 35’ INC. 30’ I N C. 3 5 ’ INC 30 ’ INC + 9 0 .0 0 A 3 6 ’ 3 6 ’ 16’ 4 ’ P . S . 4 ’ P . S . 4’ P . S . 2 0 0 ’ T AP E R 3 3 0 ’ F ULL LAN E 12’P.S. 4 0 ’ BEGIN TIP PROJECT U -2579B END TIP PROJECT U -2579C -L- POT STA. 478+00.00 1153’ FULL LANE FUTURE CONSTRUCTION TIP PROJECT U-2579C 5’ R 3 ’ R 8 ’ 2 0 ’ 1 2 ’ 1 2 ’ 2 0 ’ PROP. 2’-6" CURB & GUTTER PROP. 2’-6" CURB & GUTTER CONCRETE ISLAND PROP. 5" MONOLITHIC CONCRETE ISLAND PROP. 5" MONOLITHIC C ONC R E T E IS LAN D P R OP . 5 " MON OLIT H IC 4 ’ P .S . 4 ’ P .S . 4 ’ 4 ’ 1’- 6 " C U R B & GU T T E R P R OP . GR AS S ME D IAN W/ 1’- 6 " C U R B & GUT T E R P R OP . GR AS S ME D IAN W/ P R OP . GR AS S ME D IAN W/ 1’- 6 " CUR B & GUT T E R 5’ R 3’ R 4 ’ 8 ’ 4’ PS 4’ PS 4’ US 15 8 B S T US 15 8 2 8 ’ B S T SIGN SUPPORT LOCATION PROPOSED OVERHEAD 6’ 8:1 TAPER 24’ 30’ 2 4 0 ’ F ULL LANE 3 ’ R 7 5 ’ R 5 5 0 ’ LE F T T U R N F ULL LAN E GU AR D R AIL F ACE OF P AVE T O 10 0 ’ T AP E R 10 ’ +75.04 END C&G TAPER 8:1 30’ R 7 5 ’ R +97.40 + 4 8 .7 5 3 6 ’ + 8 0 .5 6 7 5 ’ R 8 :1 T AP E R 10 ’ 26.11+ +46.98 END C&G 36’ 8 4 7 .4 4 ’ F ULL LAN E 4 ’P .S . 24’ 30’ GUAR D R AIL F AC E OF P AVE T O 24’ 3 ’ R 10 0 ’ R 36’ +36.78 2 4 ’ 3 ’ R 10 0 ’ R + 8 4 .7 7 7 5 ’ R 24’ 48’ 6’ 3 ’ R 24’ 24’ 4 0 ’ 60’ TAPER 3 6 ’ 6 0 ’ T AP E R 28’ +96.42 + 9 9 .7 9 7 5 ’ R 319.90’ FULL LANE+57.71 END +00.51 BEGIN +52.61 OF GU AR D R AIL P AVE T O F AC E +57.26 END OF GU AR D R AIL P AVE T O F AC E 9’ +48.96 BEGIN +15.83 ENAL LLUF ’35.525 - Y1- S T A. 4 2 + 4 0 .0 0 B E GIN P AVE ME N T MAR KIN GS E ND GR AS S ME D IAN 25 30 35 40 - Y1D E T - P C S ta . 4 0 + 8 1.11 - Y1D E T - 15 ’ 15 ’ 15 ’ 12’P.S. -Y1RPD- Sta. 33+20.22 30’R 8:1 TAPER 1 6 ’ 12 ’ P . S . 16 ’ 8:1 TAPER 8:1 TAPER 8:1 TAPER 8:1 TAPER -Y1RPA- STA 14+53.46 BEG. RAMP PAVEMENT -Y1RPD- STA 14+53.92 BEGIN -Y1RPD- PAVEMENT END -L- PAVEMENT -Y1LPD- STA 12+31.88 BEGIN -Y1LPD- PAVEMENT END -L- PAVEMENT 10 0 ’ R B E GI N C & G + 4 8. 3 4 10 0 ’ R B E GIN C&G + 4 8 .3 4 -Y1LPA- STA 12+31.88 BEGIN -Y1LPA- PAVEMENT END -L- PAVEMENT 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 104’ 8’ 6’ 90’ 12’P.S.12’P.S. 13.5’P.S.13.5’P.S. 12’P.S. 12’P.S. 13.5’P.S.13.5’P.S. 12’P.S. BEGIN W.W. FENCE BEGIN W.W. FENCE R 2 0 ’ 30’ R= 20’ 2 0 ’ 30’ 2 5 ’ R 2 0’ 2 0 ’2 5 ’R 20’ GRADE TO DRAIN OBLITEREATE AND F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F C F F F F F F F F F F F C C C C C C F F F C C 141.00’ 141.00’ 141.39’ +25.00 -Y1RPD- 141.00’ +81.45 -Y1RPD- 335.88’ +71.00 -Y1RPD- +63.67 -Y1RPD- +40.00 -Y1RPD- +50.00 -Y1RPA- 141.00’ +90.00 -Y1RPA- 141.00’ +72.88 -Y1RPA- 326.84’ +70.00 -Y1- 150.00’ +27.31 -Y1- 100.00’ +00.00 -L- 200.00’ 160.00’ +23.74 -Y1- 106.09’ +00.00 -L- 200.00’ +23.67 -Y1RPD- 141.00’ 287 +65 253 +05 223 +05 +80-Y1RPD- +29.95 -L- 200.00’ 141.00’ +48.00-Y1- 134.15’ 145’ +20 136.58’ 145’ +85 200’ 245’ +30 4 11 4 4 15 15 15 14 14 12 13 11 15 +25.00 -Y1RPD- 208.00’ +35-Y1- 200.00’ 172.00’ +70.00 -Y1RPD- 141.00’ +09.00 -Y1RPD- +82.66 -Y1RPD- 235.00’ 252.36’ 162.00’ &132.06’ +50.00 -Y1- 171.00’ +20.00 -Y1- 141.10’ 175.00’ 150.00’ 175.00’ 150.00’ +90.00 -Y1- +10.00 -Y1- 150.00’ +30-Y1RPD- 141.00’ 150’ 175.00 175.00 +50.00 -Y1RPD- +40.00 -Y1RPD- 141.00’ 141.00’ 156.00’ +90.00 -Y1RPA- +88.00 -Y1RPA- +30.48 -Y1RPA- 269.85’ 269.00’ 188.00’ 200.00’ +50.06 -Y1RPA- +00.06 -Y1RPA- 150.00’ +93.27 -Y1RPA- 174.05’ +00.00 -Y1RPA- 150.00’ +89.51 -Y1RPA- 208.23’ +51.15 -Y1RPA- 219.98’ +83.79 -Y1RPD- 162.90’ +77.40 -Y1RPD- 161.00’ 7 C H O R D C H O R D CHO RD CHO RD CHO RD 4B 2GI JB w/M H 2GI 2GI 2GI 2GI 2GI 2GI CB 2GI CB 2GI 2GI CB CB 2GI CB 2GI CB 2GI BDO 2GI BDO 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI JB w/Slab Lid 2GI 2GI 2GI 2GI BDO 2GI 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A 3GI-A 3GI-A 2GI-A 2GI-A 2GI-A FS FSFS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS HW JB w/M H FS FS FS FS FS FS FS D Min. D=1.5 Ft. 6: 1 Fill Slope 2:1 W ( Not to Scale) FALSE CUT DETAIL #1 N.G. 6:1 D Min. D = 2 ’ W = 5’ Min. AND FLAT GRATE 2GI W / NARRO W SLO TS SLO T 2GI W / NARRO W DI 2GI-A SLO T FLAT GRATE 2GI W / NARRO W 2GI Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FRO M STA 18+30 TO 20+65 -Y1LPA- LT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 30 31 32 33 34 35 29 36 37 38 40 39 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 59 60 61 62 63 64 63A 3:14: 1 GROUND NATURAL DETAIL #2 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FRO M STA 12+00 TO 18+00 -Y1LPD- RT FRO M STA 12+00 TO 16+50 -Y1LPA- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 22+90 TO 24+60 -Y1- RT FRO M STA 478+10 TO 479+00 -L- RT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FRO M FRO M STA. 41+25 TO 41+56 -Y1- LT B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FRO M STA. 41+58 TO 42+02 -Y1- LT FRO M STA. 27+62 TO 27+97 -Y1- RT 1A 2:1Natural Ground Filter Fabric d 2: 1 ( Not to Scale) Type of Liner= Class B Rip-Rap DETAIL #33 TAIL DITCH Natural Ground d= 1.5Ft. 65 42" RCP-III 4 2 " R C P - I I I 42" RCP-III 42" RCP-III 2 4 " R C P - I I I 18 " RC P-III 2 4 " R C P - I I I 15" RCP-IV 42" RCP-III 42" RCP-III 42" RCP-III 1 5 " R C P - I I I 18" RCP-IV 3 0 " RC P-IV 2 4 " R C P -I I I 24" RCP-IV15" RCP-III 24" RCP-III 24" RCP-III 18" RC P-III 1 5" RC P-III 3 6 " R C P - I I I 3 6 " R C P - I I I 15" RCP-IV 2 4 " R C P-III 24" RCP-III 24" RCP-III 15" RC P-III 15" RCP-IV 15" RCP-III 18" RCP-III 15" RCP-III 18" R C P-III 18" R C P-III 15" RCP-IV 15 " RC P-IV 15 " RC P- IV 30" RCP-V 30" RCP-IV 15" RCP-IV 15 " RC P- IV 42" RCP-III 42" RCP-IV 15" RC P-IV 15" RC P-III 18" RCP-III 18" RCP-III 1 8 " R C P - I I I 1 5 " R C P - I I I 18" RC P-III 24" R C P-III 15" RC P-III 3 0 " R C P - I I I 1 5 " R C P - I I I 15" RCP-III 3 0 " R C P - I I I 3 0 " R C P-III 3 0 " R C P-III 1 5 " R C P - I V SEE SHEET 2-TT EST. FF +/- 106 SY EST. DDE +/- 125 CY EST. CLASS I RIPRAP +/- 105 TO NS ENERGY DISSIPATO R BASIN TOP=857.95 INV=844.95 TOP=855.76 INV=843.66 C H A N G E I N M A T E RI A L A P P R O X. L O C A TI O N O F 12" V C 12" DI TOP=861.71’ INV=854.71’ TOP=877.37’ TOP=877.37’ INV=870.87’ INV=864.17’ TOP=878.83’ TOP=880.42’ TOP=878.83’ INV=872.83’ INV=862.92’ TOP=885.46’ TOP=885.46’ TOP=876.56’ TOP=898.16’ TOP=894.36’ TOP=898.16’ TOP=894.36’ INV=874.36’ INV=878.56’ 2910.76 14 15943.67 16911.40 17922.50 504 946.14 55 32+86.6043 3.6201 504 946.14504 946.14 -BL-14 -BL-15 -BY2- -BL-16 -BL-17 -BY1- 401 -BY2-504 DAN T. WESTMORELAND LARRY W. WHICKER JANE W. WHICKER 207.51’ 1100.13’ 110.62’ E IP 150.00’ E X IS T ING R / W E XIS T IN G R / W 390.00’ 623.00’ 913.00’ 11.50’ 6 8 1. 2 8 ’ EIP EIP EIP EIP 153.90’ EIP T O C O R 153.19’ R/ W T O C O R DAN WESTMORELAND JANE WHICKER & KAREN WESTMORELAND DAN WESTMORELAND KAREN WESTMORELAND DAN WESTMORELAND 618.23’ 137.94’ 454.79’ EIP TO COR 455.21’ R/W TO COR 3 15 .3 7 ’ 8 2 .12 ’ 2 0 6. 6 8 ’ 126.65’ 36.68’ 3 8 9. 4 9’ EI P TO C O R 3 8 3. 6 0’ R/ W TO C O R DAN T. WESTMORELAND DAN T. WESTMORELAND 60.00’ E XIS T IN G R / W E X IS T IN G R / W EIP 206.28’ E IP SUSAN K. MORETZ FREDERICO B. MORETZ DAN T. WESTMORELAND DAN T. WESTMORELAND DB 2226 PG 1297 DB 1965 PG 1847 DB 573 PG 367 DB 107 PG 246 DB 2124 PG 2239 DB 2226 PG 1302 DB 573 PG 367 DB 107 PG 246 DB 2124 PG 2239 DB 2226 PG 1302 DB 1712 PG 2294 DB 1712 PG 2297 DB 949 PG 120 DB 1712 PG 2294 DB 1712 PG 2297 DB 949 PG 120 DB 2226 PG 1297 DB 2226 PG 1297 DB 1655 PG 1225 DB 2226 PG 1297 DB 2226 PG 1297 D B 18 0 9 P G 3 7 12 D B 9 8 3 P G 5 2 6 D B 2 10 5 P G 4 14 4 DAN WESTMORELAND JANE WHICKER & DB 573 PG 367 DB 107 PG 246 DB 2124 PG 2239 DB 2226 PG 1302 DAN WESTMORELAND JANE WHICKER & C A R O L WE S T M O R E L A N D T O WN O F WA L KE R T O WN TOWN OF WALKERTOWN F O R S Y T H C O U N T Y FORSYTH COUNTY 20’ S A NIT A R Y S E WE R E AS E M E N T 41.28’+94.33 704.83’ + 30.50 7 5. 8 2 ’ + 8 0. 5 6 95.31’+88.62 DB 2639 PG 683 STEPHANIE C WESTMORELAND (TRUSTEE) DARRELL T. WESTMORELAND (TRUSTEE) & STEPHANIE C WESTMORELAND (TRUSTEE) DARRELL T. WESTMORELAND (TRUSTEE) & DB 2639 PG 683 CAROL WESTMORELAND DB 1809 PG 3712 DB 983 PG 526 DB 2105 PG 4144 DB 3033 PG 1533 HOMEOWNERS ASSOCIATION INC. ROBINS WALK SUBDIVISION SO IL B S R 2 4 0 5 O LD B E L E W S C R E E K R D 1 7 ’ B S T S 10’ C O NC S 1S B K D B B C SS S S S OIL G A T E M T L GATEMTL S S S O I L 15 " R C P B G A T E M T L 4 8 " C O N C 2 S B KD 15 ’ BST C ONC W WD DK BK W ALL G R G R SOIL B B GR BLK WALL SOIL 15 " RCP 3 S B W 4 S B W 4SBW 4 S B W 4SB W 4 S B W 3SBW 4SB W 3SBW 60" CM P 18 " C L A Y C O N C HW 3 0 " R C P 42" RCP 48" CONC 5SB W 12 " R C P 12 " R C P 12 " R C P GR GR GR 48" CONC2 S B K D W 60" WW W/ L T M TL B SOIL B S O IL 15 " R C P 15 " R C P ( A B A N D ) 17’ CONC D I C O N C HW W CONC GR 4 S B W 2 4 " R O C K W A L L WD D K 1S B KD 3 6 " C O N C 15 " R C P RUINS S OIL B T T T 12 " D I 12 " D I 1 2 " D I 68 165 GR AU - 3 5 0 AT-1 GRAU-350GRAU-350 CAT-1 CAT-1 B - 7 7 B - 7 7 B - 7 7 CAT-1 GRAU-350 CAT-1 GR AU- 3 5 0 CAT-1 GRAU-350 GRAU-350 CAT-1 TES TES T ES T ES C O N C H W 30" RCP INV=867.69 INV=872.30 42" RCP 60" CM P 18" CLAY 15" R CP C O N C HW DI 17,480 55,960 15,520 53,560 26,440 83,480 22,160 79,880 BELTWAY US 158 (REIDSVILLE ROAD) DUAL = 3% TTST = 5% DIR = 60% DHV = 10% -Y1- -L- DUAL = 6% TTST = 12% DIR = 60% DHV = 10% 3,460 6,580 3,400 5,800 3,680 6,240 1,220 1,860 2010 ADT 2030 ADT TRAFFIC DIAGRAM STA 510+35 -L- RT EN D SHO ULDER BERM G UTTER STA 509+50 -L- LT EN D SHO ULDER BERM GUTTER REM O VE CO N NECTO RS AN D RO D AND LUG 30" CSP W / 2 ELBO W S CO NN ECTO RS AND RO D AN D LUG 18" CSP W / 2 ELBO W S STA. 501+50 -L- RT BERM GUTTER BEG IN SHO ULDER EST 10 SY FF EST 3 TO NS RIP RAP CLASS ’B’ EST 21 SY FF EST 8 TO NS RIP RAP CLASS ’B’ SEE DETAIL#14 W / 316 SY FF EST. 117 TO NS LATERAL ’V’ DITCH W / CLASS ’B’ RIP RAP EST. DDE 10CY SEE DETAIL#7 TAIL DITCH EST. DDE 10CY SEE DETAIL#9 TAIL DITCH SEE XSC STA 510+50 TO 512+00 -L- RT FILL SLO PE SHO ULD BE 4:1 O R FLATTERSEE DETAIL#12 W / 883 SY FF EST. 336 TO NS LATERAL 2’ BASE DITCH W / CLASS ’B’ RIP RAP FLAT G RATE 2GI W / EST. 47 FF EST. 21 TO NS SEE DETAIL #32 (BAN KS O N LY) CLASS ’I’ RIP RAP SEE DETAIL#6 EST. 231 SY FF EST. 86 TO N S CLASS "B" RIPRAP TO E PRO TECTIO N W / EST. DDE 20CY SEE DETAIL#9 TAIL DITCH EST. 47 FF EST. 21 TO NS SEE DETAIL #32 (BAN KS O N LY) CLASS ’I’ RIP RAP 54" RCP-III 54" RCP-III STA 500+99.79 -L- LT BEG IN SHO ULDER BERM G UTTER DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 2 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 6 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 6U-2579B M A T C H LIN E - L - S TA . 5 0 0 + 8 3 S H E E T 5 M A T C H LI N E - L - S T A . 5 1 2 + 0 0 S H E E T 7 PIs Sta 11+60.04 Ls = 240.00’ LT = 160.04’ ST = 80.03’ F -Y1RPD- FOR -Y1RPA- PROFILE, SEE SHEET 47 FOR -Y1RPD- PROFILE, SEE SHEET 48 FOR -L- PROFILE, SEE SHEET 33 NOTE: PIs Sta 22+03.70 F Ls = 240.00’ LT = 160.04’ ST = 80.03’ R = 1,820.00’ T = 450.72’ L = 883.67’ PI Sta 16+90.72 D SE = 08 PAVED SHOULDER 5 0 5 5 1 0 0 2 0 2 0 2 900’ FULL LANE 3 6 ’ 4 8 ’ 4 6 ’ 3 6 ’ 3 6 ’ 4 8 ’ 3 6 ’ 4 6 ’ -L- -L- -Y1RPD- 0 2 0 2 40’ INC. 0 3 0 4 0 5 0 6 0 7 - Y1R P A - T S S t a . 12 + 5 0 .0 0 - Y 1R P D - S C S t a . 12 + 4 0 . 0 0 12’P.S. 12’P.S. 12’P.S. 3 6 ’ 1 2 ’ -Y1RPD- TS Sta. 10+00.00 -L- POT Sta. 503+00.00 -Y1RPA- POT Sta. 10+00.00 SIGN SUPPORT LOCATION PROPOSED OVERHEAD (59’ Lt.) -L- POT Sta. 502+91.34 (59’ Rt.) 12’P.S.12’P.S. 12’P.S. 12’P.S. 12’P.S. -Y1RPA- SIGN SUPPORT LOCATION PROPOSED OVERHEAD F F F F F F 190.00’ +40.00 -L- +09.84 -Y1RPA- 140.66’ 200.00’+00.00 -Y1RPD- 270’ +20 +21.87 -L- +10.58 -L- 246.79’ 230.98’ 15 17 18 CHO RD 15 2G I 2G I-A 2GI-A FS FS FS HW HW JB w/M H JB w/M H SPRIN G BO X 2GI W / FLAT GRATE 2G I W / FLAT G RATE 2G I W / FLAT G RATE 2GI W / FLAT G RATE 2G I W / FLAT G RATE 66 67 68 69 70 71 72 73 75 76 74 68A 69A Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 507+60 TO 509+10 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *W hen B is < 6.0’b= 5 Ft. B= 2 Ft. M ax. d= 2 Ft. M in. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 507+00 TO 512+00 -L- RT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FRO M STA 505+50 TO 507+55 -L- LT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 M in. D= 2 Ft. FRO M STA. 11+48 TO 11+52 -Y1RPD- LT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. M in. D= 2 Ft. FRO M STA. 504+03 TO 504+38 -L- RT Natural Ground Filter Fabric d 2: 1 B D ( Not to Scale) Type of Liner= Class I Rip-Rap B= 3.0Ft. M ax. d= 2.0Ft. M in. D= 2.0Ft. DETAIL #32 TAIL DITCH Natural Ground FRO M STA. TO STA. 2:1 65 65A 18" R C P-I V 1 5 " R C P - I V 15" RCP-IV 4 8" R C P- C D 4 8" R C P- C D 48" RCP-CD 48" RCP-CD 1 5 " R C P - I V 3 0 " R C P - I V 30" RCP-III 30" RCP-III30" RCP-III 1 5 " R C P - I V 1 5 " R C P - I V 8" DIP DAN T. W ESTM ORELAND EIP STONE 469.76’ 209.77’ 63.06’ 119 5 .11’ 13 1.9 0 ’ 28.65’ 5 8 .8 4 ’ 4 2 .2 6 ’ 103.10’ 72.35’ 34.57’ 3 9 .3 9 ’ 31.82’ 29.75’ 52.21’ 4 2 .9 9 ’ 51.35’ 24.49’ 11.58’ 29.20’ 31.48’ 30.17’ 28.83’ 13.83’ KAREN W ESTM ORELAND DAN W ESTM ORELAND BAPTIST CHURCH GOSPEL LIGHT 677.32’ DB 2150 PG 3181 DB 2226 PG 1297 DB 2044 PG 3201 DB 1948 PG 290 DB 1948 PG 287 DB 1872 PG 3238 DB 1684 PG 3098 DB 1684 PG 2508 DB 1560 PG 1136 DB 1342 PG 115 DB 1244 PG 471 ILENA B. DILLON ROBERT J. DILLON FO RSY TH CO U N TY TO W N O F W A LKERTO W N FO RSY TH CO U NTY F O R S Y T H C O U N T Y T O W N O F W A L K E R T O W N 8 9 .2 1’ +4 4 .7 8 128.85’ +46.40 T O W N O F W A LKERT O W N 3 0 " C M P 1 S B K D S W . E. 897.3 POND 166 GRAU-350 -BL-18 -BL-19 3 0 " C M P I N V = 8 6 0.15 I N V = 8 6 0.3 8 STA 522+00 -L- RT BEGIN SHO ULDER BERM G UTTER STA 521+50 -L- LT BEGIN SHO ULDER BERM G UTTER 2 ELBO W S 15" CSP W / EST 38 SY FF EST 17 TO N S RIP RAP CLASS ’I’ SEE DETAIL#4 LATERAL ’V’ DITCH SEE DETAIL#4 LATERAL ’V’ DITCH S E E P R O F I LE F O R G R A D E S P E C I A L D I T C H G R A D E SEE PRO FILE FO R G RADE SPECIAL DITCH G RADE EST. DDE 6CY SEE DETAIL #9 HEAD DITCH -BEGIN BRIDG E STA 18+60 -Y2- LT&RT SBG SEE DETAIL#6 EST. 139 SY FF EST. 51 TO N S CLASS "B" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#6 EST 185 SY FF EST 69 TO N S CLASS "B" RIPRAP TO E PRO TECTIO N W / 2 ELBO W S 15" CSP W / 15" RCP-IV DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 7 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 7U-2579B M A T C H LIN E - L - S TA . 5 12 + 0 0 S H E E T 6 M A T C H LIN E - L - S TA . 5 2 4 + 6 2 S H E E T 8 M ATCHLINE - Y2 - STA. 15+61 SHEET 22 M A TC H L IN E - Y 2 - S TA . 2 4 + 8 1 SH E E T 2 3 D L = 587.59’ T = 309.45’ R = 758.00’ PI Sta 14+90.64 PI Sta 27+32.39 L = 358.58’ T = 182.71’ R = 758.00’ D -Y2- SE = .08 RO = SEE PLANS SE = .08 RO = SEE PLANS FOR -Y2- PROFILE, SEE SHEET 49 FOR -L- PROFILE, SEE SHEET 33 - 34 NOTE: PAVED SHOULDER 5 1 5 5 2 0 2 0 0 2 0 2 08 07 06 05 04 03 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 0 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 0 0 2 300’ TAPER 3 6 ’ 4 6 ’ 3 6 ’ 3 6 ’ 3 6 ’ 3 6 ’ 4 6 ’ 3 6 ’ 24’ 2 4 ’ 2 4 ’ 4 6 ’ -L--L- 7 3 .6 8 + +10.00 - Y2 - - Y2 - 12’P.S. 12’P.S.12’P.S. 12’P.S. 3 6 ’ END BRIDGE BEGIN APPROACH SLAB 8 :1 T AP E R 8 :1 T AP E R 8 :1 T A P E R 8 :1 T A P E R S R 2 3 8 5 WALK E R T OWN / GU T H R IE R D 2 0 ’ B S T -Y2-PTSta. 17+68.78 BEGIN APPROACH SLAB BEGIN BRIDGE 2 ’ P .S . 2 ’ P .S . 2 4 ’ 12’ P.S. 2 ’ P .S . 2 ’ P . S . 2 4 ’ IN C 12’P.S. 12’P.S. 12’P.S. 12’P.S. 12’P.S.12’P.S. 12’P.S. SKEW = 108.0666 2 4 ’ IN C 2 4 ’ 3 ’ -Y2- POT STA. 18+74.00 -Y2- POT STA. 18+99.25 -Y2- POT STA. 21+41.18 -Y2- POT STA.21+66.42 -L- POT STA. 516+31.30 -Y2- POT STA. 20+20.21 7 . 5 ’ 3 4 . 5 ’ END W.W. FENCE SIGN SUPPORT LOCATION PROPOSED OVERHEAD END W.W. FENCE BEGIN W.W. FENCE BEGIN W.W. FENCE F F FF F C C C C C C C C C C C F 42.00’ 42.00’ +16.88 -Y2- +44.28 -Y2- 42.00’ 42.00’42.00’ 42.00’ 72.00’ 65.00’ +68.78 -Y2- +96.14 -Y2- +88.64 -Y2- +68.78 -Y2- +23.54 -Y2- +33.33 -Y2- 4 2 . 0 0 ’ + 4 9 . 6 8 - Y 2 - +65.00 -L- 200.00’ +34.43 -L- 200.00’ 17 18 18 21 23 25 29 60.00’ +90.00 -Y2- 67.00’ +50.00 -Y2- 42.00’ 42.00’ +00.00 -Y2- +00.00 -Y2- END C/A 42.00’ 42.00’ +50.00 -Y2- +50.00 -Y2- EN D C/A EN D C/A END C/A +50.00 -L- 192.80’ +50.00 -L- 110.00’ +00.00 -L- 65.00’ +35.00 -Y2- 200.00’ 991 25 2GI 2GI 2G I JB w/M H 2G I 2GI 2GI 2G I 1 5 " 1 5 " FS FS 2G I-A 2G I-A FS FS FS FS FS HW FS 2GI 77 78 79 80 84 83 82 81 85 87 86 87A LATERAL ’V’ DITCH ( Not to Scale) Natural Ground D 2: 1 2:1 b Fill Slope 1"/Ft. DETAIL #4 b= 5 Ft. Min. D= 2 Ft. FRO M STA 512+50 TO 513+45 -L- LT FRO M STA 511+75 TO 512+50 -L- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 522+60 TO 523+50 -L- LT FRO M STA 522+00 TO 523+20 -L- RT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. M in. D= 2 Ft. FRO M STA. 522+42 TO 522+45 -L- LT TBDI TBDI 77A 78A 78B 30" RCP-III 2 4 " R C P - I I I 24" RCP-III 24" RCP-III 2 4 " R C P - I V 1 5 " R C P -III 1 5 " RC P -III 15" R C P-III 1 8 " R C P - I I I 18" RCP-III 18" RCP-III 4 8 " R C P- I V 4 8 " R C P- I V 12 " RC P POND WE 878.1’ 3 6 " C O N C GR S S G R W/ L T SO IL S S S S S HT R W DK WD W/ L T 1 S B K D SOIL SOIL G R G R S RUINS S 1S FD SOIL T 8 " D I G R AU 3 5 0 CAT-1 GRAU-350 CAT-1 B -7 7 G R AU 3 5 0 B - 7 7 G RA U 3 5 0 G RA U 3 5 0 TYPE-III TYP E-III -BL-20 -BL-21 -BL-22 -BL-23 12 " RC P FAM ILY TRUST THE TABOR ILENA B. DILLON ROBERT J. DILLON 16’ ACCESS EASEM ENT DB 1111 PG 1 16’ ACCESS EASEM ENT DB 1948 PG 287 BAPTIST CHURCH GOSPEL LIGHT W ILM A D. W ALKER RONALD H. W ALKER DB 1621 PG 3161 DB 2528 PG 77 DB 1851 PG 2236 DB 2044 PG 3201 DB 1948 PG 290 DB 1948 PG 287 DB 1872 PG 3238 DB 1684 PG 3098 DB 1684 PG 2508 DB 1560 PG 1136 DB 1342 PG 115 DB 1244 PG 471 DB 1574 PG 984 DB 1574 PG 978 DB 1574 PG 975 DB 1373 PG 1152 DB 1574 PG 984 DB 1574 PG 978 DB 1574 PG 975 DB 1373 PG 1152 ILENA B. DILLON ROBERT J. DILLON ROBERT JEFFREY BARBER T O WN O F WA L K E R T O WN TOWN OF WALKERTOWN F O R S Y T H C O U N T Y FORSYTH COUNTY DB 2632 PG 3941 DB 2632 PG 3938 DB 2632 PG 3923 DB 2598 PG 3575 3 9 8 . 9 0 ’ + 7 7 . 0 9 3 1 . 0 4 ’ + 5 7 . 2 0 3 0 . 8 4 ’ + 5 7 . 2 0 32.90’+62.07 34.27’+89.18 D B 2 8 6 2 P G 3 8 8 ROBERT JEFFREY BARBER DB 2862 PG 382 TRANSPORTATION NORTH CAROLINA DEPARTM ENT OF DB 2825 PG 866 EM M A M. W HISENHUNT DB 2680 PG 1572 STA 528+75 -L- LT EN D SHO ULDER BERM GUTTER CO N NECTO RS AN D RO D AND LUG 30" CSP W / 2 ELBO W S EL=878.2 IN V. IN EST 21 SY FF EST 8 TO N S RIP RAP CLASS ’B’ SEE DETAIL#30 RO CK FILL IN PO N D SEE DETAIL#5 LATERAL 3’ BASE DITCH EST. 3 TO NS CLASS I RIP RAP REM O VESTA 528+46.90 -L- RT END SHO ULDER BERM G UTTER DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 8 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 8U-2579B M A T C H LIN E - L - S T A . 5 2 4 + 6 2 S H E E T 7 M A T C H LI N E - L - S T A . 5 3 7 + 0 0 S H E E T 9 NOTE: FOR -L- PROFILE, SEE SHEET 34 MORRIS RD PAVEMENT TO BE OBLITERATED PAVED SHOULDER 5 2 5 5 3 0 5 3 5 0 2 0 2 3 6 ’ 4 6 ’ 3 6 ’ -L- -L- 12’P.S. 12’P.S. 3 6 ’ 3 6 ’ 4 6 ’ GRADE TO DRAIN OBLITERATE AND GRADE TO DRAIN OBLITERATE AND 12’P.S. 12’P.S. 12’P.S. 12’P.S. 12’P.S. 12’P.S. 30’ R 20’ 25’ 20’ R 2 0 ’ 10’ R 52’R40’ R5 2 ’ R 4 0 ’ R12’1 2 ’ 20’ F F F C C CC C +40.00 -L- +55.10 -L- +90.00 -L- 280.00’ 210.00’ 200.00’ 29 31 32 33 29 +30.08 -L- +90.00 -L- +24.47 -L- 330.07’ 310.00’ 241.05’ -L- +33.00 307.00’ -L- +95.46 356.05’ -L- +40.08 299.33’ +24.00 -L- 150.00’ 200.00’ +10.00 -L- 110.00’ +50.00 -L- 200.00’ 991 29 2GI 2G I 2GI-A FS FS FS FSFS HW 2G I-A 2G I W / FLAT G RATE 2G I W / FLAT G RATE 2GI W / FLAT GRATE 2G I W / FLAT G RATE 2G I-A Earth Fill Rock Fill To Berm Proposed 2:1 10.0’ 1. 5 : 1 ( Not to Scale) ROCK FILL IN POND DETAIL #30 Elev.= 880.0 879.9 N.W .S. Elev.= NG 1.0’M IN. Earth Fill Rock Fill To Berm Proposed 2:1 10.0’ 1. 5 : 1 ( Not to Scale) ROCK FILL IN POND DETAIL #30 Elev.= 880.0 879.9 N.W .S. Elev.= NG 1.0’M IN. 88 90 89 94 91 92 93 96 97 95 Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #5 b= 5 Ft. B= 3 Ft. M in. D= 3 Ft. FRO M STA 527+08 TO 528+75 -L- LT FRO M STA. 525+00 TO STA. 528+15 -L- RT 1 5 " R C P - I V 1 5 " R C P - I V 18" RCP-III 4 8 " R C P - I V 4 8 " R C P - I V 24" RCP-III24" RCP-III 15" R C P -IV 3 0 " R C P - I V 24" RCP-III 1 8 " R C P - I I I 1 8 " R C P - I I I 15" 98A POOL WD DK CONC 2 S BKD B S T 36" STONE 36" S T O N E STO N E36" S T O N E 3 6 " CONC 1 2 " R C P 1SFD G S 4 8 " C O N C 48" C O N C 12" HDPE 12" H D P E CONC CONC BST DI G R 36" VINYL S DI BK W ALL GATEMTL GATE MTL 1SFD CONCHTR P O O L 2SFD 6 0 " C O N C 36" L O G GR S I L O D I W D D K 12 " H D P E MTL GATE 48" W W B 5SB W HTR LT C O N C 48" CHL 4 8 " C H L W D & W W 48" GR 60" W D W /LT 4 8" W D R AIL & W W 4SBW WS 15" RCP48" WD RAIL & WW G R S B B 10 ’ B S T 12" RCP 4 S B W G A T E M T L 3 6" W W & 1S B W 4 S B W 3 6 " V I N Y L W A L L B K W A L L B K 15" R C P 15" R C P GR 9’ BST S R 2 4 0 7 M O R RIS R D 18’ B S T W /LT W 2SFD W 15" R C P W GR LT W D D K WD D K DK WD W C ON C G W POND WE 877.9’ B S T 12" H D P E POND WE 878.2’ W D 4 8 " W D R AI L 36" W D R AIL 48" W D R AIL 48" W D R AIL 12" R C P 12" RCP RAMPWD RAIL48" W D W /LT RIPRAP T T 8" DI 8" DI CAT-1 GRAU-350 CAT-1 GRAU-350 TES TES TES TES -BL-24 -BL-25 -BL-26 1 2 " R C P RUINSSPILLWAY ROCK W ALL JOSEPH R. DANIELS D B 13 0 3 P G 16 3 3 0 ’ A C C E S S E A S E M E N T 433.14’ 9.95’ 10.02’ 10 0 .0 0 ’ 110 .0 0 ’ 12 0 .0 0 ’ FAM ILY TRUST THE TABOR EILEEN P. CHAM BERS HOWARD B. CHAM BERS SUSANNA L. M CCASKILL M ICHAEL L. M CCASKILL 60.00’50.00’EXISTING R/ W EXISTING R/ W DB 829 PG 329 DB 2261 PG 1020 DB 1693 PG 2528 DB 2528 PG 77 DB 1851 PG 2236 FAM ILY TRUST THE TABOR DB 2528 PG 77 DB 1851 PG 2236 TO W N OF W ALKERTOW N T O W N O F W A L K E R T O W N FO RSYTH CO UNTY F O R S Y T H C O U N T Y F O R S Y T H C O U N T Y T O W N O F W A L K E R T O W N T O W N O F W A L K E R T O W N F O R S Y T H C O U N T Y T O W N O F W A L K E R T O W N F O R S Y T H C O U N T Y 471.75’+13.91 TRANSPORTATION NORTH CAROLINA DEPARTM ENT OF DB 2825 PG 866 M AROLYN G. SPARKS DB PG ANITA HILTON MCGO WAN NO DEED LISTED FAM ILY TRUST THE TABOR DB 2528 PG 77 DB 1851 PG 2236 STA 539+30 TO 541+80 -L- LT BERM DITCH STA 541+80 TO 544+55 -L- LT BERM DITCH STA 544+55 TO 546+00 -L- LT BERM DITCH W / ELBO W 24" CSP W / ELBO W 15" CSP W / ELBO W 30" CSP SEE PRO FILE FO R G RADE SPECIAL DITCH G RADE SEE PROFILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R G RADE SPECIAL DITCH G RADE DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 9 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 9U-2579B M A T C H LI N E - L - S T A . 5 3 7 + 0 0 S H E E T 8 PIs Sta 543+50.33 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ PI Sta 576+22.74 D L = 5,826.87’ T = 3,192.41’ R = 5,740.00’ M A TC H LIN E - L - S TA . 5 4 9 + 3 9 S H EET 10 SE = .04 -L- FOR -L- PROFILE, SEE SHEET 34 - 35 NOTE: PIs Sta 603+37.20 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ RO = SEE PLANS SR 2575 W EST O N BRO O K TRA IL PAVED SHOULDER 5 4 0 5 4 5 0 4 0 4 0 2 0 3 0 2 0 1 0 0 0 1 0 3 0 2 60’ INC 3 6 ’ 4 6 ’ 3 6 ’ 3 6 ’ 4 6 ’ 3 6 ’ -L- -L- - L - T S S t a . 5 4 1+ 9 0 . 3 3 - L - S C S t a . 5 4 4 + 3 0 . 3 3 12’P.S. 12’P.S. 12’P.S. 12’P.S. 12’P.S. 12’P.S. 12’P.S. 12’P.S. 30’25’20’ 20’ R 2 0 ’ R 10’ R C C C C C +90.33 -L- +30.33 -L- +30.33 -L- +90.33 -L- 200.00’ 200.00’ 200.00’ 200.00’ 32 33 34 35 37 33 +96.00 -L- +94.00 -L- +57.58 -L- 200.00’ 290.00’ 329.66’ +50.00 -L- +00.00 -L- +15.00 -L- +50.00 -L- 200.00’ 200.00’ 260.00’ 235.00’ CHO RD CHO RD CHO RD CHO RD 978 2G I 2G I BDO 2G I BDO 2GI BDO 2GI 2GI-A 2G I-A 2GI-A 2GI-A 2G I-A FS FS FS FS 2G I FS FS FS FS FS FS2GI FS FS 2GI 98 99 102 101 100 103 104 106 105 107 108 109 110 111 112 113 24" RCP-III 15" RCP-III 3 0 " R C P - I I I 1 8 " R C P - I I I 30" RCP-III 2 4 " R C P - I I I 1 5 " R C P - I I I 36" RCP-III 1 5 " R C P - I I I 3 6 " R C P - I I I 36" RCP-III 15 " RC P - III 15 " RC P - III 42" RCP-III 15" 98B S 1 S F D S 10’ BST60" C O N C 4 8 " W D & W W 1S F D 3 S B W 2SFD W 60" BK 48" W D RA IL & W W POOL CO NC W D 12" RCP D K W D SR 2552 WR A N G LE R D R 18’ B ST 1 2 ’ B S T 8" DI -BL-27 -BL-28 -BL-29 -BL-30 -BY4-514 -BY5-516 CHARLES LEW IS, ET AL CHARLES LEW IS, ET AL 20’ DRA INA GE/U TILITY EA SEM ENT PB 30 PG 179 20’ DRAINA GE/UTILITY EA SEM ENT PB 30 PG 179 10 0 .0 0 ’ 110 .0 0 ’ 185.77’ 1377.72’ 833.93’ 565.50’ 35.86’ 212.92’ 612.01’ EIP EIP 506.05’ 60.00’ EXISTING R/ W EXISTING R/ W EIP 5 0 1. 2 3 ’ 6 0. 0 0 ’ EXISTING R/W EXISTING R/W EI P EIP DANNY T. CAUDILL PB 30 PG 179 DB 1555 PG 1697 DB 1502 PG 599 PB 27 PG 144 DB 1367 PG 1669 T O W N O F W A LK E R T O W N F O R S Y T H C O U N T Y 257.95’+00.72 98.32’+92.46 414.08’ + 00.72 713.46’+94.56 ANITA HILTON M CGOW AN J A M ES R MATT HE WS (TR USTEE) P B 27 P G 144 D B 2807 P G 3194 GWEN M . FAGERBERG DB 2933 PG 3337 L A U R A E L A I N E C O X J O N A T H A N H O W A R D C O X & NCDOT PB 30 PG 179 DB 2742 PG 511 NO DEED LISTED ANITA HILTON M CGOW AN NO DEED LISTED M AROLYN G. SPARKS DB PG REM O VE CO NN ECTO RS AN D RO D AN D LUG 18" CSP W / 2 ELBO W S 2@ 10’x6’ RCBC REM O VE RIP RAP CLASS ’I’ 2 ELBO W S 15" CSP W / AT BEG IN BRIDG E END SHO ULDER BERM G UTTER RIP RAP CLASS ’I’ SEE DETAIL#10 SPECIAL LATERAL 2’ BASE DITCH SEE PRO FILE FO R G RADE SPECIAL DITCH G RADE EST. DDE 4CY SEE DETAIL#9 TAIL DITCH SEE PRO FILE FO R GRADE SPECIAL DITCH G RADE EST. DDE +/- 54 CY SEE DETAIL#17 TAIL DITCH SILL EST 75 SY FF EST 40 TO NS SEE DETAIL 32 (BANKS O NLY) CLASS I RIP RAP STA 554+22.53 -L- RT BEGIN SHO ULDER BERM G UTTER DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 0 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 10U-2579B PI Sta 576+22.74 D L = 5,826.87’ T = 3,192.41’ R = 5,740.00’ M A T C H L I N E - L - S T A . 5 4 9 + 3 9 S H E E T 9 M A TC H LIN E - L - S TA . 5 6 1+ 6 1 S H EET 11 SE = .04 -L- FOR -L- PROFILE, SEE SHEET 35 NOTE: PIs Sta 543+50.33 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ PIs Sta 603+37.20 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ W ESTON BROOKE TRAIL PAVEMENT TO BE OBLITERATED PAVED SHOULDER 5 5 0 5 6 0 0 4 0 4 3 6 ’ 3 6 ’ 3 6 ’ 4 6 ’ 3 6 ’ 4 6 ’ -L--L- MI L L C R E E K M A R TI N C R E E K MI L L M A R TI N 12’P.S. 12’P.S. 12’P.S. END BRIDGE END APPROACH SLAB 12’P.S. 12’P.S. 3 6 ’ 3 6 ’ 6 0 ’ 6 0 ’ 4 6 ’ 0 4 0 4 R = 4 2 ’ 12’P.S. 12’P.S. 12’P.S. SIGN SUPPORT LOCATION PROPOSED OVERHEAD GRADE TO DRAIN OBLITERATE AND SIGN SUPPORT LOCATION PROPOSED OVERHEAD 12’ 12’ 12’ 12’ -L- POC STA. 555+73.00 BEGIN BRIDGE -L- POC STA. 555+49.00 BEGIN APPROACH SLAB -L- POC STA. 557+98.01 -L- POC STA. 558+22.01 30’ 25’ 20’ R 20’ R 2 0 ’5 5 5 -NWL1- BEG. NOISE WALL BARRIER FACE PAVE TO F F F C C F F F F C C F +00.00 -L- +00.00 -L- +60.00 -L- +25.00 -L- 200.00’ 225.00’ 225.00’ 278.07’ +70.00 -L- 238.30’ 38 40 42 34 43 44 45 46 213 235.23’ 280’ 280’ +00 260’ +65 218.18’ 260’ 37 272.00’ 554+54.00 -L- 554+72.35 -L- 242.40’ 554+01.50 -L- 200.00’ 555+12.00 -L- 308.00’ 280.12’ 555+28.76 +05.00 -L- +40.00 -L- +38.31 -L- 240.76’ +28.80 -L- 297.93’ +75.00 -L- +75.00 -L- +90.00 -L- 200.00’ 235.00’ 200.00’ 920 988 CH O RD CHO RD CHO RD CHO RD 224 223 225 46 +70.00 -L- +10.00 -L- +50.00 -L- 218.19’ 240.00’ 240.00’ 225.04’ 978 2GI 2G I 2G I 2GI 2G I-A FS FS FS FS FS 2G I-A 2G IFS FS G RATE 2G I W / FLAT GRATE 2G I W / FLAT G RATE 2G I W / FLAT M CF 116 115 114 117 118 119 120 121 122 Natural Ground 2: 1 D B ( Not to Scale) Flatter4:1 or Slope Fill SPECIAL LATERAL BASE DITCH DETAIL #10 B= 2 Ft. M in. D= 2 Ft. FRO M STA 552+50 TO 553+40 -L- LT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. M in. D= 2 Ft. FRO M STA. 560+70 TO 560+97 -L- RT DETAIL 32 Natural Ground Filter Fabric d 2: 1 B D ( Not to Scale) Type of Liner= Class I Rip-Rap B= 3.0Ft. M ax. d= 2.0Ft. M in. D= 2.0Ft. TAIL DITCH Natural GroundNatural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. M ax. d= 2.0 Ft. M in. D= 2.0 Ft. FRO M STA. TO STA. 117A 1 5 " R C P - I I I 1 5 " R C P - I I I 42" RCP-III 42" RCP-III 1 5 " R C P - I I I 42" CSP 15 " RC P - IV 15 " RC P - IV 15" RCP-IV 15" RCP-IV EST. FF +/- 89 SY EST. DDE +/- 102 CY EST. CLASS I RIPRAP +/- 88 TO NS W / O UTLET CHANN EL ENERG Y DISSIPATO R BASIN SEE SHEET 2-TT PSH SEE SHEET 2-TT EN ERGY DISSIPATO R BASIN 60" RCP-III -NWL1- 60" RCP 60" RCP IN V=846.43 IN V=846.58 IN V=846.92 IN V=846.92 CONC HW CONC HW 12" RCP COLUM NSBK COLUM NSBK 10’ BST 36" W D RA IL & W W POOL 7 2" W D CO NC2SBKD W 15" CM P W 8’ C O N C 60" CONC 2SBKD S 15" RCP 10’ CONC W 4 8 " C O N C 2 S F D C ONC 72" W D W C O N C 2-60" RCP POND W E 850.2 3 6 " W W 3 6 " W W 36" W W SR 2575 W ESTON BROOKE TRAIL 21’ BST 3 6" W D & W W R AI L P OOL GRAU-350 CAT-1 B-77 B-77 B-77 B-77 B-77 B-77 B-77 T E S T E S ELEV. = 866.68 E = 1665137 N = 870288 N 79 20’37" E 145’ -BY5- STA 5+00.00 TO BM #5 BM #5 -BL-31 -BL-32 -BL-33 -BL-34 -BY5-515 DANNY CAUDILL DANNY CAUDILL M ARGARET LUCINDA ROBBINS LINVILLE 20’ DRAINAGE/UTILITY EASEM ENT PB 30 PG 179 20’ DRAINAGE/UTILITY EASEM ENT PB 30 PG 179 3 0 ’ D R AI N A G E/ U T I LI T Y E A S E M E N T P B 3 0 P G 1 7 9 20’ DRAINAGE/UTILITY EASEMENT PB 30 PG 179 DANNY T. CAUDILL 494.88’ EIP T O C O R 495.17’ R/ W T O C O R 101.12’ CHARLENE L. CAUDILL DANNY CAUDILL 481.71’ 461.94’ 442.16’ 3 8 8.5 7’ 78.70’ 134.99’ 134.99’ 95.09’ 71.01’ DANNY CAUDILL M ELISSA W HITE DAVID W HITE 317.00’ EIP TO COR 317.50’ R/ W TO COR 3 8 1. 9 9 ’ E I P T O C O R 3 7 3. 4 6 ’ R/ W T O C O R 419.0 1’ EIP T O C O R 418.70’ R/ W T O C O R 60.0 0’ EXISTING R/W 677.74’ EIP EIP EIP EIP EIP CHARLES LEWIS, ET AL DB 1473 PG 1110 DB 1367 PG 1669 DB 1367 PG 1669 PB 30 PG 179 DB 1681 PG 4068 DB 1367 PG 1669 DB 1367 PG 1669 DB 1147 PG 612 PB 30 PG 179 DB 1555 PG 1697 (PB 30 PG 179)(DB 1542 PG 1089) 2 0 ’ S A N IT A R Y S E WE R E A S E M E N T 2 0 ’ S A N IT A R Y S E WE R E A S E M E N T 423.29’ + 81.0 4 2 3 2.7 5’ + 8 4.0 8 221.69’+91.41147.59’+16.01 NCDO T PB 30 PG 179DB 2742 PG 511 SUSAN W ILSON)CHRISTOPHER W ILSON (FORM ERLY - DB 2636 PG 3047 NC D.O.T. DB 2820 PG 3666 NCDOT KATHY SM ITH) CRAIG SM ITH (FORM ERLY- (PB 30 PG 179) (DB 1710 PG 928) RANDI MARIE CARRIER FRITZ BRADLEY CARRIER and wifeDB 2609 PG 3646PB 45 PG 126 PB 45 PG 126 DB 2619 PG 1332PB 45 PG 126 THERESA PATRICK REGAN S. PATRICK and wifeDB 2810 PG 633 MARY C. MURPHY BRENDA L. CHESMAR and N 8820’21" W 63.47’ N 8820’30" W 41.77’ N 8819’20" W 134.99’N 0119’33" W670.85’N 8820’03" W 445.04’ 100.14’ 100.18’ 63.44’ N 8820’03" W 181.29’ N 8820’03" W 218.44’ S 0119’33" E665.99’Q3 INVESTM ENTS, LLC DB 2747 PG 2741 ENTERPR ISES LLC SHUGART DB 2324 PG 4251 ENTERPRISES LLC SHUGART DB 2324 PG 4251 ENTERPRISES LLC SHUGART DB 2324 PG 4251 REM O VE REM O VE REM O VE REM O VE CO N NECTO RS AN D RO D AND LUG 24" CSP W / 2 ELBO W S EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ EST 14 SY FF EST 5 TO NS RIP RAP CLASS ’B’ SEE DETAIL#3 LATERAL 2’ BASE DITCH SEE DETAIL#13 W / 600 SY FF EST. 231 TO N S LATERAL 3’ BASE DITCH W / CLASS ’B’ RIP RAP SEE DETAIL#11 LATERAL 3’ BASE DITCH EST. 258 SY FABRIC EST. 106 TO N S SEE DETAIL#24 LATERAL 3’ BASE DITCH W / CLASS "B" RIPRAP SEE DETAIL#6 EST 625 SY FF EST 232 TO N S CLASS "B" RIPRAP TO E PRO TECTIO N W / EST 75 SY FFEST 40 TO N SSEE D ETAIL 32(BAN KS O N LY)CLASS I RIP RAP 60" RCP-III DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 1 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 11U-2579B L = 5,826.87’ PI Sta 576+22.74 D T = 3,192.41’ R = 5,740.00’ M A T C H L I N E - L - S T A . 5 6 1 + 6 1 S H E E T 1 0 M A TC H LIN E - L - S TA . 5 7 4 + 3 6 S H EET 12 -L- SE = .04 PIs Sta 543+50.33 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ PIs Sta 603+37.20 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ NOTE: FOR -L- PROFILE SEE SHEET 35 - 36RO BBIN S PERCH WEST CT A F T O N P A R K D R PAVEMENT TO BE OBLITERATED PAVED SHOULDER 0 4 0 4 3 6 ’ 4 6 ’ 3 6 ’ 3 6 ’ -L- 4 8 ’ 3 6 ’ 300’ TAPER 4 6 ’ -L- 12’P.S. 12’P.S. 12’P.S. 12’P.S. GRADE TO DRAIN OBLITERATE AND 12’P.S. 12’ P.S. R 2 0’25’ R 20’ 20’ 41’ 3 0’ GRADE TO DRAIN OBLITERATE AND 5 7 0 5 6 5 BARRIER FACEPAVE TO -NWL1- PROP. NOISE WALL -NWL1- PROP. NOISE WALL BARRIER FACE PAVE TO C C C F FF F F F +25.00 -L- +25.00 -L-+55.85 -L- +50.00 -L- +50.00 -L- +00.00 -L- +00.00 -L- 240.00’ 331.67’ 245.00’ 255.00’ 235.00’ 200.00’ 200.00’ 47 48 49 50 51 52 55 53 54 58 57 56 214 +74.67 -L- 245.45’ +67.61 -L- 387.11’ 46 46 46 CHO RD CHO RD CHO RD CHO RD CHO RD CHO RD 225 59 2GI 2G I 2G I 2GI FSFS FS FS HW 4O TCB HW JB w/M H 4O TCB JB w/M H 1 8 " C S P FS GRATE 2G I W / FLAT GRATE 2GI W / FLAT GRATE 2G I W / FLAT GRATE 2G I W / FLAT Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #24 d d= 5 Ft. b= 10 Ft. B= 3 Ft. M in. D= 2 Ft. Fabric Filter 123 124 125 126 127 131 128 129 132 133 130 134 135 136 137 Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FRO M STA 566+75 TO 569+25 -L- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 561+45 TO 565+50 -L- RT Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #11 b= 5 Ft. B= 3 Ft. M in. D= 2 Ft. FRO M STA 572+50 TO 576+60 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #13 *W hen B is < 6.0’b= 5 Ft. B= 3 Ft. M ax. d= 2 Ft. M in. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 569+30 TO 572+50 -L- LT FRO M STA 567+00 TO 568+70 -L- RT Type of Liner= Class ’B’ Rip-Rap 60" RCP-IV 15" RCP-IV 1 5 " R C P - I V 60" RCP-IV 60" RCP-IV 2 4 " R C P - I V 42" RC P-C D 42" RC P-C D 18" RCP-IV 15 " R C P - IV 15 " RC P - IV 15" RCP-IV -NWL1- 8" VC IN V =847.01’ TO P=854.31’ 6 0 " RCP FES 1 8" R CP 42" RCP C O N C H W RO BBIN S PERCH WEST CT 18’ BST 4 8" C O N C 18 " RC P 18" RCP 48 " CONC W D D K 1 8" R CP 48" C O N C 12’ B ST 1 8" R C P 10 ’ B S T 4 8 " C O N C 18" R C P 12’ B ST 4 8" C O N C 4 8 " CONC BST A F T O N P A R K 1 8’ B S T 2SFD 2SFD 2SFD 1SFD 1S F D 1SFD S 12’ B S T 2 S F D 10’ CON C 15" HD PEROBBINS PERCH CT 20’ BST C O N C 4 8" 48" CONC W D 2 S F D 2 5’ CO N C 1 S F D 12’ CO N C 1 5" R C P C O N C R O B BI N S P E R CH T R AI L 2 0’ B S T 2 0’ B ST W D D K W D D K W D D K W D D K C O N C C O N C B S T B S T AREA U/C 69 CAT-1 GRAU-350 T E S T E S ELEV. = 900.49 E = 1665048 N = 869271 N 66 59’34" E 56’ -BY8- STA 20+78.55 TO BM #6 BM #6 -BL-35 -BL-36 -BL-37 -BY8-521 -BY6-517 C O N C H W 6 0 " RCP FES 18 " RC P 42" RCP INV=887.07 INV =892.75 BOARD OF EDUCATION W INSTON-SALEM/FORSYTH COUNTY M ELODY R. ANDERSON CECIL K. ANDERSON & STANLEY STIGALL TAM M Y THOM AS DAVID SCOTT THOM AS & CHARLIE M ARTIN 17 6.0 5 ’ 3 3.5 9 ’ 2 2 1. 0 4’ 2 2 9. 9 6’ 419.42’ 419.91’ 420.40’ 420.59’2 9 2 .1 9 ’ 1 0 0. 0 0’ 1 0 0. 0 0’ 1 0 0. 0 0’ 1 0 0. 0 0’ 1 0 0. 0 0’ 1 0 0. 0 0’ 3 3 2. 6 5’ 2 5 5. 0 1’ 2 3 0. 0 0’ 4 6 3. 1 7’ 177.48’ 173.99’ 139.99’14 2. 0 7 ’ 5 0. 0 0’ EX ISTIN G R/W EX ISTIN G R/W 50.00’ E XI S TI N G R/ W E XI S TI N G R/ W EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 144.03’ ELLEN COLETTE MATHIS CHARLES AARON M ATHIS, JR. M ELINDA ANDERSON W OOD RICHARD KEVIN W OOD LISA HOLLOW AY BOBBY D. HOLLOW AY NICOLE A. HOW ARD CLAY M . HOW ARD KIM BERLY D. SCOTT RONALD L. SCOTT, JR. 5 0. 0 0’ EX ISTIN G R/W EX ISTIN G R/W 50.00’ E XI S TI N G R/ W E XI S TI N G R/ W 5 0. 0 0’ EX ISTIN G R/W EX ISTIN G R/W L=21.02’ R=25.00’ L=21.02’ R=25.00’L=86.72’R=50.00’ L =54.52’ R =50.00’ L = 9 9. 9 7 ’ R = 5 0. 0 0 ’ M ELODY ROBBINS ANDERSON KAYE ROBBINS FULP M ABEL S. ROBBINS R.R. ROBBINS BONNIE M . ROBBINS RICHARD R. ROBBINS 119.97’ KEYA LEAK W ILLIE LEAK EI P BONNIE M . ROBBINS RICHARD R . ROBBINS ED WA R D R IC H A R D SO N DB 2276 PG 1196 DB 1676 PG 2743 PB 42 PG 178 DB 2079 PG 1083 DB 2287 PG 2658 PB 42 PG 178 DB 2342 PG 4869 PB 42 PG 179 DB 2130 PG 1622 DB 847 PG 177 PB 42 PG 178 DB 2451 PG 2357 PB 42 PG 179 DB 2311 PG 188 DB 2189 PG 691 PB 42 PG 178 D B 2349 PG 1982 F O R S Y T H C O U N T Y FO R SY TH COUN T Y T O W N O F K E R N E R S VI L L E T O W N O F K E RN E R SV IL L E 20’ SANITARY SEWER EASEMENT 105.97’ +45.91 6.03’ +45.15 225.76’ +79.56 2 6 8.9 9 ’ +12.0 9 334.83’ +07.85 247.37’ +63.95 4 7 5 .5 1 ’ +2 7 .8 5 R A N DI M A RI E C A R RI ER F RI T Z B R A D L EY C A R RI ER a n d w if e T H ER ES A P A T RI C K R EG A N S. P A T RI C K a n d wif e S 0 1 1 9’ 3 3" E N 0 1 1 9’ 3 3" W 6 6 1. 1 3’ S 0 1 2 3’ 4 1" E 6 4 1. 7 5’ 10.0’ U TILITY EA SEM EN T 10.0’ U TILITY EA SEM EN T TINA M . W HITE RICHARD L. W HITE, JR. and w ife PB 42 PG 179 DB 2932 PG 473 DANNY RAY BAYS EM ILY EBERT M CDUFFIE)DAVID KEITH M CDUFFIE(FORM ERLY-DB 3019 PG 4312NCDOT )(PB 42 PG 179 (DB 2341 PG 3436) )(PB 42 PG 179 (DB 2341 PG 3436) EM ILY EBERT M CDUFFIE) DAVID KEITH M CDUFFIE (FORM ERLY- DB 3019 PG 4312 NCDOT PB 42 PG 179 PB 42 PG 178 DB 2882 PG 3445 PB 45 PG 125-126 DB 2998 PG 1756 APRIL LEIGH CRAFFORD JONATHAN CARL BRITT and PB 45 PG 125-126 DB 2553 PG 1661 PB 45 PG 112-113 PB 45 PG 125-126 DB 2507 PG 773 PB 45 PG 112-113 PB 45 PG 125-126 DB 2523 PG 3688 M ICHELLE OELKER KEITH OELKER and w ife PB 45 PG 112-113 PB 45 PG 125-126 DB 2626 PG 3505 PB 45 PG 112-113 PB 45 PG 125-126 DB 2423 PG 1874 PB 45 PG 112-113 PB 45 PG 125-126 DB 2458 PG 2882 S 0 1 2 3’ 4 1" E 1 0 2. 0 5’ S 0 1 2 3’ 4 1" E 5 1. 1 0’ D EA N N A P. LA W SO N A N TH O N Y D EREK LA W SO N and w ife PB 45 PG 112-113 PB 45 PG 125-126 D B 2617 PG 2486 EIP EIP 6 5 3. 8 9’ 6 4 6. 6 0’ ENTERPRISES LLC SHUGART DB 2324 PG 4251 ENTERPRISES LLC SHUGART DB 2324 PG 4251 ENTERPRISES LLC SHUGART DB 2324 PG 4251 ENTERPRISES LLCSHUGART M A R Y C. M U R P H Y B R EN D A L. C H ES M A R a n d D B 2 6 1 9 P G 1 3 3 2 P B 4 5 P G 1 2 6 AM Y L. W ILLIAM S and w ife LARRY W . W ILLIAM S REM O VE REM O VE REM O VE DITCH TIE TO EXIST REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE CO N N ECTO RS AN D RO D AN D LUG 18" CSP W / 2 ELBO W S CO N N ECTO RS AN D RO D AN D LUG 15" CSP W / 2 ELBO W S EST 5 SY FF EST 1 TO N S RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TO N S RIP RAP CLASS ’B’ SEE DETAIL#11 LATERAL 3’ BASE DITCH SEE PRO FILE FO R G RADE SPECIAL DITCH G RADE EXIST. 18" RCP REM O VE 6FT EXTEND CO LLAR AN D REM O VE 18" RCP-III REM O VE EST 10 SY FF EST 3 TO NS CLASS ’B’ RIP RAP REM O VE FLAT G RATE 2GI W / NARRO W SLO T SEE PRO FILE FO R G RADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE CLASS ’B’ RIP RAP EST +/-1 TO N CLASS ’B’ RIP RAP EST. DDE 9CY SEE DETAIL#7 TAIL DITCH SEE DETAIL#3 LATERAL 2’ BASE DITCH NARRO W SLO TS 2G I W / 24" RCP-III DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 2 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 12U-2579B PI Sta 576+22.74 D L = 5,826.87’ T = 3,192.41’ R = 5,740.00’ -L- M A T C H L I N E - L - S T A . 5 7 4 + 3 6 S H E E T 1 1 M A TC H LIN E - L - S TA .5 8 7 + 5 0 S H EET 13 SE = .04 NOTE : LT = 160.00’ PIs Sta 543+50.33 F Ls = 240.00’ ST = 80.00’ PIs Sta 603+37.20 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ FOR -Y2A- PROFILE, SEE SHEET 49A PI Sta 13+90.67 D L = 258.49’ T = 130.67’ R = 716.00’ PI Sta 22+28.91 L = 312.90’ T = 158.99’ R = 716.00’ D -Y2A- FOR -DR5- PROFILE, SEE SHEET 97 FOR -L- PROFILE, SEE SHEET 37 FOR -Y3- PROFILE, SEE SHEET 49B-49C PAVED SHOULDER M A TC H LIN E - D R5 - S TA .13 + 4 6 S H EET 13 PI Sta 11+77.33 D L = 77.39’ T = 40.75’ R = 100.00’R = 100.00’ PI Sta 13+38.58 D L = 56.40’ T = 28.97’ -DR5- R I G H T O F W A Y R E V I S I O N , 1 1 / 5 / 1 2 - P E R M A N E N T A C C E S S E A S E M E N T A D D E D A R O U N D - D R 5 - 5 7 5 5 8 5 0 4 0 4 15 20 20 25 35 40 1300’ FULL LANE 4 8 ’ 3 6 ’ 300’ TAPER 4 8 ’ 4 8 ’ 4 6 ’ 4 6 ’ 4 8 ’ 3 6 ’ -L- -L- 2800’ FULL LANE S R 2 4 10 P IS GAH C H U R C H R D 2 0 ’ B S T S R 2 3 7 7 W E S T M O U N T A I N R D 2 4 ’ B S T N O R F O R K S O U T H E R N R A I L R O A D N O R F O R K S O U T H E R N R A I L R O A D 12’P.S. -Y2A- PT Sta. 15+18.49 -Y2A- PC Sta. 20+69.92 - Y 2 A - P T St a. 2 3 + 8 2. 8 2 - S R R - - Y 3 - - Y 2 A - - Y2 A - 12’P.S.12’P.S. 12’P.S. 12’ P.S. 7 2 ’ 7 2 ’ 12 ’ 4 8 ’ 12 ’ 4 8 ’ -L- POC Sta. 584+36.24 -SRR- POT Sta. 35+12.32 -Y2A- POT Sta. 18+29.06 -L- POC Sta. 583+49.61 - Y 3 - P O T S t a . 2 2 + 7 4 . 0 8 - L - P O C S t a . 5 8 5 + 0 6 . 9 9 12 ’ 12 ’ & SINGLE FACE BARRIER BEGIN ABUTMENT WALL E N D A B U T M E N T W A L L & S I N G L E F A C E B A R R I E R 8 : 1 T A P E R -Y3- STA. 18+25.00 8 : 1 T A P E R -Y3- STA. 26+25.00 BEGIN CONSTRUCTION END CONSTRUCTION END CONSTRUCTION -Y2A- STA. 22+00.00 8 :1 T A P E R 8:1TAPER BEGIN CONSTRUCTION -Y2A- STA. 16+00.00 BEGIN 3" RESURFACING BEGIN 3" RESURFACING END 3" RESURFACING END 3" RESURFACING TO EXIST. TAPER TO EXIST. TAPER EXIST. EXIST. 24’ 24’ 24’ 24’ 10 0 ’ T R A N S IT IO N R T & LT S ID E 10 0 ’ T R A N S I T I O N R T & L T S I D E 24’ 4 ’ P . S . 4 ’ P . S . 5 0 ’ T A P E R T O E X I S T . R T . A N D L T . S I D E 24’ 4 ’ P . S . 5 0 ’ T A P E R T O E X I S T . 0 4 0 4 BEGIN APPROACH SLAB LT. BEGIN APPROACH SLAB RT. BEGIN BRIDGE RT. & LT. END APPROACH SLAB RT. END APPROACH SLAB LT. END BRIDGE RT. & LT. B E G I N W. W. F E N C E BEGIN W.W. FENCE P O T S ta. 10+00.00 -DR5- PC Sta. 11+36.59 -DR5- PT Sta. 12+13.97 N C 30.5’ T A P E R 24’33.5’ WALL PROPOSED 17.5’ -DR5- PC Sta. 13+09.61 5 8 0 -L- POC STA. 585+60.73 -L- POC STA. 585+82.32 -L- POC STA. 586+03.26 -Y3- STA. 21+03.39 (45.5’ LT.) - Y 3 - S T A. 2 4 + 3 2 . 1 1 ( 4 5 . 5 ’ L T . ) T A PE R -L- POC STA. 582+56.85 -L- POC STA. 582+62.32 -L- POC STA. 582+85.67 END W.W. FENCE 581+75.00 -L- 200’ BARRIER FACEPAVE TO END W.W. FENCE BEG NOISE WALL -NWL2- END NOISE WALL ON BRIDGE BARRIER FACE PAVE TO F F C C F C C C C C C C F C F F F F C C C C F F F C F C F F F +56.00 -L- 200.00’+24.00 -L- +50.00 -L 34.44’ +50.00 -Y2A- 32.29’ +50.00 -Y3- 71.00’ 30.00’ +00.00 -Y3- 30.14 +69.28 -L- 200.00’ +00.00 -L- +30.00 -L- 200.00’ 200.00’ +94.73 -Y2A- 200.00’ 260.00’ 71.00’ 59 56 60 61 60 63 64 62 65 66 67 68 70 64 67 EN D C/A EN D C/A +36.00 -Y3- 90.00’ 71.00’ +98.00 -Y3- END C/A +87.77 -L- 292.01’ +35.00 -L- 200.00’ +25.00 -Y3-200.00’ 60.00 -L- 300.00’ 945 CHO RD CHORD CHO RD CHO RD 27.77 18.00 14.6 3 22.85 +74.62 -DR5- +13.97 -DR5- + 3 7.8 1 - D R5- + 37.81 - D R5- 57 59 907 PE P E P E P E PE P E for Access Perm anent Easem ent 2GI 2G I 2GI 2G I FS2GI FS FS FS G RATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2G I W / FLAT M CF M CF 138 139 141 140 142 143 144 145 146 147 150 149 152 151 Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #11 b= 5 Ft. B= 3 Ft. M in. D= 2 Ft. FRO M STA 572+50 TO 576+60 -L- LT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 M in. D= 2 Ft. FRO M STA. 584+81 TO 585+13 -L- LT 1 5 " R C P - I V 1 5 " R C P - I V 15" RCP-IV 1 5 " R C P - I V 2 4 " R C P - I V 1 8 " R C P - I V 1 8 " R C P - I V 1 8 " R C P - I V 18 " RC P - IV 18" RCP-IV 15 " RC P - IV FS 1 5 " R C P - I V 18" RCP-IV 18" RCP-IV Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. M in. D= 2 Ft. FRO M STA 581+70 TO 583+20 -L- RT 148 148B 148A GRATE 2GI W / FLAT 1 8 " R C P - I V JB w/M H JB w/M H -NW L1- NOISE WALL ON BRIDGE-NWL1- -NWL2- 1S F D 12 " R C P 15 " R C P 12 " R C P 15 " R C P 2 S F D 1 S B K D C A N O P Y M T L C A N O P Y M T L G 1S F D 1 S F D 1 S B K D 2 S F D C H U R C H B K C E M E T A R Y S S G 1 S F D 1S F D 1S F D 1S F D 1 S F D 2 S B K D 2 0 ’ C O N C 15’ PLA STIC4 8 " C O N C 4 8 " C O N C 2 4 " C O N C GR ROBBINS PERCH TR 20’ BST G R 7 2 " C O N C C O N C G R G R B S T 12" RCP 15" RCP 12 ’ C O N C 48" CONC SB K 8’ BST 20’ BST 9’ BST 1 2 ’ B S T BST GR GR GR GR GR GR 20’ BST 4 8 " C O N C 7 2 " W D S 15 " R C P 15 " R C P 12 " R C P W W / L T W / L T W / L T W/ L T 18 " R C P 18 " R C P 1 5 " R C P C B C B 18 " C M P R O C K H W D I 18 " R C P 18 " R C P 15 " H D P E 12" HDPE12 " R C P 12 " H D P E W/L T W/L T W / L T P L A Y G R O U N D C E M E T A R Y B S T 60" CONC 72" CONC 60" CONC W / L T 1 2 " R C P D K W D WD D K WD D K CONC W / L T 48" CONC 2SFD 12 ’ C ON C S 15" HDPE 1SFD WD DK 48" CONC 1 2 ’ C O N C 15" HDPE WD DK T T T TE O I W T T T T 2 4 " D I 8 " D I 8 " D I 8 " D I 6" DI 6 " S T 4 " P L 4 " P L 4" PL BEG NOISE WALL ON BRIDGEEND NOISE WALL -NWL1- B-77 B-77 B-77 B-77 B-77 B-77 B-77 G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 T Y P E B - 7 7 G R A U 3 5 0 T Y P E B - 7 7 G R A U 3 5 0 T Y P E B - 7 7 G R A U 3 5 0 T Y P E B - 7 7 T YP E B - 7 7 T Y P E B - 7 7 2 0 0 16 2 0 0 17 U 2 5 7 9 B - 4 -BL-38 -BL-39 C B C B R O C K H W D I 18 " RC P 15 " P L A S T IC 18 " R C P 18" RCP 18 " R C P PLASTIC 12" TYPE/SIZE UNKNOW N 1 5 " R C P T Y P E/ S I Z E U N K N O W N PLASTIC 12" 18" CM P M ELO D Y R. A NDERSO N CECIL K. A NDERSO N & STANLEY STIGALL PISGAH M ETHODIST CHURCH 30’ ACCESS EASEMENT DB 1660 PG 2202 30’ ACCESS EASEM ENT DB 1956 PG 1045 7 5 8 .4 4 ’ 4 0 9 . 0 0 ’ 1 3 0 . 7 5 ’ 1 7 4 . 6 6 ’ 3 2 7 . 2 6 ’ 2 4 2 .2 7 ’ 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W 3 6 8 . 0 7 ’ 1 9 0 . 3 3 ’ 10 0 .19 ’ 7 8 . 6 5 ’ 13 2 . 8 7 ’ 334.26’ 22.67’ 115 .6 0 ’ 2 5 9 .5 4 ’ 238.70’ 165.42’ 2 5 7 .6 0 ’ 13 2 .3 0 ’ 5 3 7 .8 9 ’ 211.84’ EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP LOLITA M ONTES INGLE RONNIE DEAN INGLE, JR. 131. 0 7’ 156.63’ EIP TO COR 154.44’ R/W TO COR 374.55’ EIP TO CO R 375.43’ R/W TO COR 194.91’ EIP TO COR 195.81’ R/W TO COR 237.03 EIP TO COR236.82’ R/W TO COR E X I S T I N G R A I L R O A D R / W PISGAH M ETHODIST CHURCH E X I S T I N G R / W E X I S T I N G R A I L R O A D R / W E X I S T I N G R / W EIP EIP M ABEL S. ROBBINS R.R. ROBBINS BONNIE M . ROBBINS RICHARD R. ROBBINS GLENDA BROADNAX W ENDELL BROADNAX DB 1459 PG 173 DB 1646 PG 3206 DB 2020 PG 1675 DB 516 PG 79 DB 741 PG 202 DB 741 PG 201 DB 927 PG 347 DB 1834 PG 4293 DB 2015 PG 3092 PB 42 PG 178 DB 2349 PG 1982 EDW ARD RICHARDSON STANLEY RUSSELL STIGALL PB 42 PG 178 DB 1895 PG 1095 DB 1929 PG 2499 DB 2079 PG 1083 DB 516 PG 79 DB 741 PG 202 DB 741 PG 201 DB 927 PG 347 DB 1834 PG 4293 PB 42 PG 178 DB 2301 PG 838 PB 42 PG 178 DB 2079 PG 1083 DB 1929 PG 2499 DB 1895 PG 1095 STIGALL STANLEY RUSSELL T O W N O F K E R N E R S V I L L E 100.00’ 3 7 . 11’ 90.00’ 90.00’ 200.00’ 2 3 2 .5 6 ’ + 9 9 .0 6 10 8 .0 2 ’ + 0 2 .4 5 3 9 8 . 17 ’ + 3 0 . 8 5 3 1. 9 8 ’ + 18 . 2 1 34.31’ +51.09 30.92’ +70.11 30.07’+42.31 DB 2687 PG 4097 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT DB 3030 PG 0480 SONYA G. M ABE PB 42 PG 179 PB 42 PG 178 DB 2882 PG 3445 DANNY RAY BAYS SOUTH POINT, INC. PB 42 PG 178 DB 2584 PG 3896 RICHARD HERRICK DB 2776 PG 2948 M ARY M . W ILSON GARY V. W ILSON and w ife ROBIN W. JONES LARRY EDWARD JONES and w ife M ONETTE SHIPLEY ROBERT SHIPLEY and w ife MONETTE SH IPLEY ROBERT SH IPLEY and w ife DB 3023 PG 0254 TRANSPORTATION DEPARTM ENT OF NORTH CAROLINA REM O VE CO N NECTO RS AN D RO D AND LUG 18" CSP W / 2 ELBO W S CO NN ECTO RS AND RO D AND LUG " CSP W / 2 ELBO W S15 CO N NECTO RS AN D RO D AND LUG 15" CSP W / 2 ELBO W S EST. 30 SY EST. 15 TO N S RIP RAP W / FILTER FABRIC CLASS ’I’ EST. 30 SY EST. 15 TO NS RIP RAP W / FILTER FABRIC CLASS ’I’ EST +/-1 TO N CLASS ’B’ RIP RAP EST +/-1 TO NCLASS ’B’ RIP RAP EST +/-1 TO N CLASS ’B’ RIP RAP EST +/-1 TO N CLASS ’B’ RIP RAP EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ SEE DETAIL#12 W / 724 SY FF EST.276 TO N S LATERAL 2’ BASE DITCH W / CLASS ’B’ RIP RAP EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ SEE DETAIL#14 W / 285 SY FF EST. 115 TO NS LATERAL ’V’ DITCH W / CLASS ’B’ RIP RAP EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 3 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 13U-2579B M A TC H LIN E - L - S TA . 5 9 9 + 0 0 S H EET 14 M A T C H L I N E - L - S T A . 5 8 7 + 5 0 S H E E T 1 2 D PI Sta 576+22.74 T = 3,192.41’ L = 5,826.87’ R = 5,740.00’ -L- SE = .04 FOR -L- PROFILE, SEE SHEET 37 PIs Sta 543+50.33 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ ST = 80.00’ PIs Sta 603+37.20 F Ls = 240.00’ LT = 160.00’ FOR -DR5- PROFILE, SEE SHEET 97 PAVED SHOULDER L = 142.51’ PI Sta 22+00.44 D T = 86.40’ R = 100.00’ PI Sta 19+01.08 D L = 41.21’ T = 20.90’ R = 100.00’ PI Sta 13+38.58 D L = 56.40’ T = 28.97’ R = 100.00’ -DR5- M A TC H LIN E - D R 5 - S TA .13 + 4 6 S H E E T 13 R I G H T O F W A Y R E V I S I O N , 1 1 / 5 / 1 2 - P E R M A N E N T A C C E S S E A S E M E N T A D D E D A R O U N D - D R 5 - 5 9 0 5 9 5 300’ TAPER 1300’ FULL LANE 6 0 ’ 4 8 ’ 4 8 ’ 4 6 ’ 6 0 ’ 4 8 ’ 4 6 ’ -L- 2800’ FULL LANE 12’P.S. -L- 12’P.S. 12’P.S. 12’P.S. 0 4 0 4 12’ P.S. 12’P.S. END APPROACH SLAB RT. 1 5 2 0 -DR5- PC Sta. 21+14.03 -DR5- PT Sta. 22+56.55 -DR5- POT Sta. 22+96.07 -DR5- PT Sta. 13+66.01 -DR5- PT Sta. 19+21.39 -DR5- PC Sta. 18+80.18 12’ 12’ N C N C AT -DR5- DRAINAGE H YDRO IS LOOKING BARRIER FACEPAVE TO BARRIER FACE PAVE TO F C C C C C C C C F F F F F F F F F +50.00 -L- 200.00’ 70 72 72 +70.00 -L- 200.00’ 70 67 +80.00 -L- 248.00’ +28.00 -L- +28.00 -L- +65.00 -L- +45.00 -L- +90.00 -L- +50.00 -L- 365.00’ 295.00’ 322.00’ 370.00’ 342.00’ 200.00’ 907 CHO RD CHORD 18.00 18.00 +91.56 -DR5- PE PE PE PE PE PE PE PE PE PE PE PE +96.94 -DR5- ACCESS EASEM EN T FO R EN D PERM AN EN T 67 2GI 2GI 2GI 2GI FS FS FS G RATE 2GI W / FLAT GRATE 2G I W / FLAT GRATE 2GI W / FLAT 153 154 156 155 157 158 159 160 ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. M ax. d= 2 Ft. M in. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 590+00 TO 594+10 -L- RT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. M ax. d= 2 Ft. M in. D= 2 Ft. FRO M STA 594+15 TO 596+00 -L- RT 15" RCP-IV 1 5 " R C P - I V 1 5 " R C P - I V 3 6 " R C P - C D 3 6 " R C P - C D 15 " RC P - IV 3 6 " RC P -III HW 157A HW -NW L2- -NWL2- 1SFD 36" WD 48" CONC SOIL LT SR 2655 ELLIOT RD GR 1SFD S RUINS S S B S HTR S SS G R B S 4 8 " C H L S POOL SR 2654 PISGAH RD GR 18 " R C P R A I L 4 8 " W D 24" RCP W /LT W/ L T W / L T W / L T -NWL2- PROP. NOISE WALL -BL-40 -BL-41 30’ ACCESS EASEM ENT DB 1660 PG 2202 30’ A CCESS EA SEM ENT DB 1660 PG 2202 30’ ACCESS EASEM ENT DB 1660 PG 2202 30’ ACCESS EASEM ENT DB 1956 PG 1045 EARLINE M . SAPP PHYLLIS E. LONG PHYLLIS E. LONG TAM ERA GRAY BRIAN GRAY ANNE T. ELLIOTT DAVID S. ELLIOTT ANN H. W ILSON DALE V. W ILSON DB 1820 PG 1684 DB 1963 PG 1045 DB 2103 PG 3539 DB 970 PG 614 DB 691 PG 95 DB 879 PG 504 DB 1256 PG 795 DB 1413 PG 1458 DB 1256 PG 795 DB 1413 PG 1458 ANN H. W ILSON DALE V. W ILSON DB 1963 PG 1045 DB 2103 PG 3539 DB 1660 PG 2200 DB 2280 PG 3096 ROBIN JONES LARRY JONES 19 4 . 8 2 ’ + 2 8 . 3 4 2 3 5 .6 4 ’ + 4 4 .0 5 3 4 3 . 8 5 ’ + 7 3 . 2 0 DB 3071 PG 2445 MARY C. DUNLAP DB 3023 PG 0254 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 2015 PG 3092 DB 1820 PG 1684 M ARY M . W ILSON GARY V. W ILSON and w ife M ARY M . W ILSON GARY V. W ILSON and w ife M ONETTE SHIPLEY ROBERT SHIPLEY and w ife M ONETTE SHIPLEY and w ife ROBERT SHIPLEY STA 605+00 -L- LT BEGIN SHO ULDER BERM G UTTER REM O VE SEE DETAIL#12 W / 450 SY FF EST. 171 TO N S LATERAL 2’ BASE DITCH W / CLASS ’B’ RIP RAP SEE DETAIL#14 W / 293 SY FF EST. 118 TO N S LATERAL ’V’ DITCH W / CLASS ’B’ RIP RAP EST. 30 SY EST. 15 TO NS RIP RAP W / FILTER FABRIC CLASS ’I’ EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ SEE DETAIL#3 LATERAL 2’ BASE DITCH EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ SEE DETAIL#12 W / 450 SY FF EST. 171 TO N S LATERAL 2’ BASE DITCH W / CLASS ’B’ RIP RAP STA 607+18.45 -L- LT EN D SHO ULDER BERM GUTTER STA 609+68.44 -L- RT BERM GUTTER BEG IN SHO ULDER EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ CO NN ECTO RS AN D RO D AN D LUG 15" CSP W /2 ELBO W S CO N NECTO RS AND RO D AN D LUG 18" CSP W /2 ELBO W S CO N NECTO RS AN D RO D AND LUG 15" CSP W /2 ELBO W S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 4 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 14U-2579B M A T C H L I N E - L - S T A . 5 9 9 + 0 0 S H E E T 1 3 M A TC H LIN E - L- S T A . 6 0 9 + 5 2 S H E E T 15 -L- PI Sta 13+57.81 D L = 715.41’ T = 357.81’ R = 12,000.00’ -Y4CD- FOR -L- PROFILE, SEE SHEET 37 - 38 FOR -Y4CD- PROFILE, SEE SHEET 60 NOTE : PIs Sta 543+50.33 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ PI Sta 576+22.74 D L = 5,826.87’ T = 3,192.41’ PIs Sta 603+37.20 F Ls = 240.00’ LT = 160.00’ ST = 80.00’ R = 5,740.00’ SE = 0.04 PAVED SHOULDER 6 0 0 6 0 5 0 4 0 4 0 2 0 0 0 2 0 2 0 2 0 1 0 3 0 1 0 3 300’ TAPER 6 0 ’ 3 6 ’ 2800’ FULL LANE -L- -Y4CD- 60’ INC. 0 2 12’P.S. 3 6 ’ 4 8 ’ 6 0 ’ 4 8 ’ 4 6 ’ 4 6 ’ 12’P.S. 12’P.S. 12’ P.S. - L - C S S t a . 6 0 2 + 5 7 .2 0 - L - S T S t a . 6 0 4 + 9 7 .2 0 - Y4 C D - P C S t a . 10 + 0 0 .0 0 - L - S T A . 6 0 6 + 0 0 .0 0 ( 5 9 ’ L T ) 7 2 ’ BARRIER FACEPAVE TO BARRIER FACE PAVE TO -NWL2- PROP. NOISE WALL BARRIER FACE PAVE TO F FF F F +57.20 -L- +97.20 -L- +00.00 -L- +98.82 -L- 200.00’ 200.00’ 200.41’ 237.00’ 72 73 +57.20 -L- 237.00’ 200.00’ +66.00 -L- CH O RD CHO RD C H O R D CHO RD 72 73 73 2GI 2G I 2G I FS FSFS G RATE 2G I W / FLAT 161 162 163 164 Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. M in. D= 2 Ft. FRO M STA 602+60 TO 605+00 -L- RT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FRO M STA 601+00 TO 602+90 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. M ax. d= 2 Ft. M in. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 603+90 TO 605+90 -L- LT FRO M STA 600+00 TO 602+55 -L- RT 15" RCP-III 36" RCP-V 36" RCP-V 15 " RC P - III 15" RCP-IV HW 453 452 G RATE 2GI W /FLAT G RATE 2G I W /FLAT G RATE 2GI W /FLAT GRATE 2G I W /FLAT 451 454 15 " R C P - III 1 8 " R C P - I V -NWL2- -NWL3- GR SR 2655 ELLIOT RD GR RUINS SOIL S S S W RUINS 2SFD H T R -NWL3- BEG NOISE WALL -NWL2- END NOISE WALL GRAU-350 CAT-1 TYPE B-77 -BL-42 1683.24’ ANN H. W ILSON DALE V. WILSON HELEN ELLIOTT DB 1963 PG 1045 DB 2103 PG 3539 DB 193 PG 290 801.42’+79.88 S 00 16’35" W 289.16’ HELEN ELLIOTT 3@ 10’X9’ RCBC AT BEGIN BRIDGE END SHO ULDER BERM GUTTER REM O VE REM O VE REM O VE CUT AND FILL CO M BINATIO N O F GRADE TO DRAIN W ITH REM O VE REM O VE REM O VE REM O VE REM O VE CL ’I’ RIPRAP CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S CO NNECTO RS AND RO D AND LUG 36" CSP W / 2 ELBO W S RIP RAP CLASS ’I’ SILL 3@ 10’x9’ RCBC SEE DETAIL#5 LATERAL 3’ BASE DITCHSEE DETAIL#5 LATERAL 3’ BASE DITCHTO BEGIN BRIDGE STA 24+00 -Y4RPBD- LT SHO ULDER BERM GUTTER DDE= 200 CY 30’ BASE CHANNEL EST. DDE 18 CY SEE DETAIL#8 HEAD DITCH SEE DETAIL #17 EST. DDE 44 CY W / CL ’I’ RIPRAP 3’ BASE DITCH STA. 626+30 -L- RT TO BEGIN BRIDGE SHO ULDER BERM GUTTER FLAT GRATE 2GI W / AND RO D&LUG CO NNECTO RS 5’ CSP W / 2 ELBO W S1 SEE DETAIL#6 EST 154 SY FF EST 57 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#6 EST 272 SY FF EST 101 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#6 EST 509 SY FF EST 189 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / SEE DETAIL #6 EST 216 SY FF EST 80 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#6 EST 336 SY FF EST 126 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / W / 2365 SY FF EST. 333 TO NS CLASS ’I’ RIP RAP EST. DDE 330CY SEE DETAIL#25 TAIL DITCH EST 5 SY FF EST 1 TO NS RIP RAP CLASS ’B’ STA 31+00 -Y4RPBD- RT END BRIDGE TO SBG CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S 15" RCP-IV EST +/-375 TO NS CLASS ’I’ RIP RAP SEE DETAIL #34 CHANNEL CHANGE CHANNEL FILL IN EXISTING SEE DETAIL#6 EST 154 SY FF EST 57 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#6 EST 54 SY FF EST 20 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#14 W / 328 SY FF EST. 100 TO NS W / CLASS B RIPRAP LATERAL V-DITCH STA 609+68.44 -L- RT BERM G UTTERBEGIN SHO ULDER EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 5 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 15U-2579B M A T C H LI N E - L- S T A . 6 0 8 + 9 2 S H E E T 1 4 M A TC H LIN E - L- S TA .6 3 3 + 0 0 S H EET 16 Y4CD Y4RPA -Y4RPBD- M A TC H LIN E -Y4RP B D - S T A .32+ 21 S H E E T 16 M A T C H LI N E - Y4 RP A- S T A.20 + 50 S H E E T 16 NOTE : FOR -Y4RPA- PROFILE, SEE SHEET 69 FOR -Y4RPBD- PROFILE, SEE SHEET 72-73 FOR -Y4RPB- PROFILE, SEE SHEET 71 FOR -Y4CD- PROFILE, SEE SHEET 60-61 -L- PI Sta 633+75.85 D L = 3,180.22’ T = 1,595.11’ R = 16,400.00’ PI Sta 13+57.81 D L = 715.41’ T = 357.81’ R = 12,000.00’ PI Sta 26+76.17 D L = 1,918.03’ T = 960.76’ R = 13,000.00’ PI Sta 45+09.60 D L = 1,750.69’ T = 876.16’ R = 16,517.00’ PIs Sta 11+33.35 F Ls = 200.00’ LT = 133.35’ ST = 66.68’ PI Sta 28+67.56 D L = 2,741.74’ T = 1,667.56’ R = 1,910.00’ PIs Sta 40+08.43 F Ls = 200.00’ LT = 133.35’ ST = 66.68’ PIs Sta 11+33.35 F Ls = 200.00’ LT = 133.35’ ST = 66.68’ PI Sta 16+68.86 D L = 925.35’ T = 468.86’ R = 2,330.00’ PIs Sta 21+92.03 F Ls = 200.00’ LT = 133.35’ ST = 66.68’ PIs Sta 33+05.42 F Ls = 240.00’ LT = 160.07’ ST = 80.06’ PI Sta 61+52.40 D L = 2,986.50’ T = 2,767.05’ R = 1,330.00’ PIs Sta 64+51.91 F Ls = 240.00’ LT = 160.07’ ST = 80.06’ SE = NC SE = NC SE = NC SE = NC SE = .05 SE = .06 SE = .06 PAVEMENT TO BE OBLITERATED FOR -L- PROFILE, SEE SHEET 38 PAVED SHOULDER R I G H T O F W A Y R E V I S I O N , 1 1 / 5 / 1 2 - P A R C E L 9 8 A A D D E D R I G H T O F W A Y R E V I S I O N , 1 1 / 5 / 1 2 - P A R C E L 9 8 A D J U S T E D O N P L A N S T O M A K E I T V I S I B L E 2 " P L 2 " P L 2" PL 6" DI 6 " DI 6 " D I 6" DI 6" DI 2 " P L 6" DI 6" DI 2" P L 2 " P L ( A T U R ) ( A T U R ) ( A T U R ) (ATUR) ( A T U R) (ATUR) (ATUR) ( A T U R) (ATUR) ( A T U R) ( A T U R ) ( A T U R ) ( A T U R) 6 1 0 6 1 5 6 2 0 6 2 5 6 3 0 0 2 0 2 0 2 0 2 0 3 0 4 0 6 0 5 1300’ FULL LANE 3 6 ’ 3 6 ’ 1 6 ’ 4 ’ 1 2 ’ 3 6 ’ 3 6 ’ 3 6 ’ 2 4 ’ 3 6 ’ 3 6 ’ 4 6 ’ -L--L- -L--L- -Y4CD- -Y4CD- -Y4RPA- -Y4RPBD- -Y4RPBD- - Y 4 R P B D - -Y4CD-0 2 0 2 0 2 2 4 ’ 1 0 1 5 2 0 2 4 ’ 2 4’ 4’ P.S. 1 0 1 5 2 0 25 30 02 02 02 02 66.67’ INC. 4 0’ IN C. 02 02 02 01 00 01 02 40’ I N C. 10 12’P.S. 1 5 2 0 2 5 3 0 3 5 400’ TAPER LT. LANE 3 6 ’ 4 8 ’ 40’ inc + 2 8 .8 2 SIGN SUPPORT LOCATIONPROPOSED OVERHEAD GRADING END SPECIAL MEDIAN -L- STA 627+96.00 02 02 02 50’ INC. 8:1 TAPER 8: 1 T A P E R 8 :1 TAPER 0 5 04 03 02 02 01 00 01 02 03 04 05 12’ 12’ 12’ 24’ O F G U A R D R A I L P A V E T O F A C E 1 2 ’ -Y4RPA- TS Sta. 10+00.00 1 2 ’ 0 2 0 3 0 4 0 5 0 5 0 4 0 30 2 4 6 ’ -Y4CD- POC Sta. 26+81.24 (24.00’ LT.) -L-PCSta. 617+80.74 -Y4RPBD- SC Sta. 12+00.00 -Y4RPBD- TS Sta. 10+00.00 -Y4RPBD- CS Sta. 21+25.35 -Y4RPBD- ST Sta. 23+25.35 -Y4RPB- POT Sta. 10+00.00 -Y4RPBD- POT Sta. 30+50.00 -Y4RPBD- BEGIN BRIDGE SIGN SUPPORT LOCATION PROPOSED OVERHEAD SIGN SUPPORT LOCATION PROPOSED OVERHEAD SIGN SUPPORT LOCATION PROPOSED OVERHEAD 12’P.S. -Y4CD- STA. 19+22.07 END -L- PAVEMENT BEGIN -Y4CD- PAVEMENT OF GUARDRAIL PAVE TO FACE BEGIN -Y4RPA- PAVEMENT -Y4RPA- STA. 13+73.64 END -Y4CD- PAVEMENT -Y4RPBD- STA. 15+65.91 100’GUARDRAIL TRANSITION BEGIN -Y4RPBD- PAVEMENT END -L- PAVEMENT TS Sta. 31+45.35 24’ O F G U A R D R A I L P A V E T O F A C E O F G U A R D R A I L P A V E T O F A C E 38’ 6 0 ’ 6 0 ’ 3 0 ’ 3 8’ 1 0 ’ 2 4 ’ 4’ 1 0 ’ 1 6 ’ 4 ’ 3 6 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 3 6 ’ 24’ 10’ 4’ -L- STA.610+30.0000 (59’RT) END BRIDGE END APPROACH (12’ RT) -Y4RPBD- POT STA. 28+05.00 -Y4RPA- POC STA. 19+00.50 END BRIDGE -Y4CD- POC STA. 31+63.73 -Y4CD- POC STA. 34+68.98 END BRIDGE -L- POC STA. 627+13.78 BEGIN BRIDGE END BRIDGE -L- POC STA. 630+18.74 -Y4CD- PCC Sta. 36+33.44 12’P.S. POT STA. 25+40.00 -Y4RPBD- POT STA. 25+15.01 -Y4RPBD- -Y4CD- POC STA. 31+38.43 BEGIN APPROACH SLAB -Y4CD- POC STA. 34+94.05 END APPROACH SLAB -Y4RPA- POC STA. 14+94.36 BEGIN APPROACH SLAB -Y4RPA- POC STA. 19+30.54 END APPROACH SLAB -L- POC STA. 630+68.34 END APPROACH SLAB -L- POC STA. 626+88.96 BEGIN APPROACH SLAB -L- POC STA. 626+63.24 BEGIN APPROACH SLAB -L- POC STA. 630+43.34 END APPROACH SLAB O F G U A R D R A I L P A V E T O F A C E BEGIN BRIDGE BEGIN APPROACH END W.W. FENCE END W.W. FENCE W.W. FENCE BEGIN 10 5.0 0 ’ + 3 2.0 0 FENCE W.W. END FENCE W.W. BEGIN POT STA. 27+80.00 -Y4RPBD- W.W. FENCE BEGIN W.W. FENCE BEGIN 141.00’ +30.00 -Y4RPBD- GRADE TO DRAIN OBLITERATE AND GRADE TO DRAIN OBLITERATE AND 141.00’ +00.00 -Y4RPBD- 200.00’ +75.00 -L- W.W. FENCE END 200.00’ +10.00 -L- W.W. FENCE END W.W. FENCE END W.W. FENCE BEGIN 152.05’ +80.00 -Y4RPA- 107.00’ +95.00 -Y4RPA- W.W. FENCE END 2 5 ’ 2 0 ’ R 2 0’ R 2 0 ’ 30’ -Y4RPA- SC W.W. FENCE BEGIN 5 1 ’ W A Y G R E E N F U T U R E Sta. 17+15.41 -Y4CD- PRC 88.00’ -Y4CD- +70.00 105.00’ -Y4CD- +66.00 12+00.00 STA. 15+19.24 -Y4RPA- POC BEGIN BRIDGE GRADE TO DRAIN OBLITERATE AND 81.00’ +00.00 -Y4RPA- 81.00’ +00.00 -Y4RPA- GRADE TO DRAIN OBLITERATE 110’ -Y4CD- +05.00 144.56’ -Y4CD- +54.25 175’ -Y4CD- +10.00 GREENWAY R/W FOR FURTURE OF WALL FACE PAVE TO W.W. FENCE END BARRIER FACEPAVE TO BARRIER FACE PAVE TO NOISE WALL ON BRIDG FOR STRUCTURE PAY ITEM SEE STRUCTURE PLANS F F F F F F F F F F F F F F F F C C F F F F F C C 200.00’+00.00 -Y4RPBD- 141.00’ +25.35 -Y4RPBD- 141.00’ 148.00’ +30.00 -Y4RPA- 150.00’ +81.00 -Y4RPA- 169.00’+15.41 -Y4CD- 141.00’ 141.00’ +00.00 -Y4RPBD- +45.00 -Y4RPBD- 141.00’ 73 74 76 78 73 73 73 80 81 83 85 86 87 88 89 90 91 92 92 93 94 95 97 96 98 109 108 105 104 270’ +20 230’ +80 250’ +65 225’ 156.00’ +85.00 -Y4CD- +38.13 -Y4CD- +00.00 -Y4CD- 156.00’ 234.00’ 244.01’ +85.00 -Y4RPBD- +34.00 -Y4RPBD- 160.00’ 187.00’ 152.00’ +82.00 -Y4RPBD- 194’ +33.00 -Y4RPBD- +60.00 -Y4RPBD- 171.00’ +00.00 -Y4RPBD- 171.00’ 141.00’ 173.00 -Y4RPBD- +25.35 156.00’ -Y4CD- +71.00 +88.80 -Y4CD- 141.00’ +28.00 -Y4CD- 162.81’ 204.00’ +82.00 -Y4CD- 234.00’ +15.79 -Y4CD- 212.35’ +13.64 -Y4CD- 229 938 ( 989 C H O R D C H O R D CHO RD CHO RD +00.00 -Y4RPB- 997 979 ( ( +00.00 -Y4RPBD- 240.00’ +00.00 -Y4RPBD- 98A 73 2GI 2GI 2GI 2GI 2GI 2GI 3GI-A 3GI-A FS FS FS FS FSFS 2GI FS GRADE TO DRAIN GRADE TO DRAIN GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI-A W / FLAT GRATE 2GI-A W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI-A W / FLAT HW GRATE 2GI-A W / FLAT GRADE TO DRAIN 15" C S P 167 166 165 170 169 168 171 182 172 183 185 184 173 174 175 177 176 179 180 178 186 187 188 189 190 191 Natural Ground ( Not to Scale) 2:12: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #5 b= 5 Ft. B= 3 Ft. Min. D= 3 Ft. FRO M STA 630+50 TO 633+35 -L- RT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FRO M STA 619+50 TO 621+25 -L- LT B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FRO M STA. 23+43 TO 23+49 -Y4CD- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FRO M STA. 627+85 TO 628+85 -L- RT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 24+00 TO 25+40 -Y4RPBD- LT FRO M STA 30+20 TO 33+50 -Y4RPBD- RT FRO M STA 16+50 TO BO X CULVERT -Y4RPBD- RT FRO M STA 625+00 TO 626+00 -L- RT FRO M STA 619+00 TO 619+35 -L- LT FRO M BO X CULVERT TO STA 616+25 -L- LT 195A FS2GI M CF MCF 175A 178A FLAT GRATE 2GI W / 187A 15" RCP-IV HW 15" RCP-IV 18 " R C P - IV 1 5 " R C P - I V 18" RCP-IV 15 " R C P - I V 15 " RC P - I V 24" RCP-IV 24" RCP-IV 24" RCP-IV 4 8 " RC P- C D 4 8 " RC P- C D 30" RCP-IV 3 0 " RC P - I V 18 " RC P - I I I 15" RCP-III 18" RCP-III 1 5 " R C P - I V 15" RCP-III 1 5 " R C P - I V 1 5 " R C P - I V 15 " RC P- III 15" RCP-III 18" RCP-III 3 6 " C SP 1 5 " RC P -IV 15" RC P-IV Natural Natural Ground Ground2:12: 1 ( Not to Scale) Filter Fabric B Type of Liner= Class ’I’ Rip-Rap DETAIL #34 CHANNEL CHANGE B= 15.0 Ft. 1 foot Key In Rip Rap FRO M STA. 19+98 TO 21+22 --Y4RPBD- RT SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH SEE SHEET 2-TT PSH -NWL3-PROP. NOISE WALL BEG NOISE WALL ON BRIDGE END NOISE WALL -NWL3- BEG NOISE WALL -NWY4RPA- END NOISE WALL ON BRIDGE -NWL2-END NOISE WALL T O P = 8 6 1. 7 0 I N V = 8 5 4 . 2 0 T O P = 8 8 3 . 9 6 I N V = 8 7 2 . 0 6 T O P = 8 5 6 . 7 8 I N V = 8 4 9 . 18 T O P = 8 8 9 . 7 6 I N V = 8 8 4 . 0 6 T O P = 8 4 2 . 9 8 I N V = 8 3 5 . 5 8 T O P = 8 4 1. 0 6 I N V = 8 3 5 . 16 T O P = 8 2 7 . 14 I N V = N / A T O P = 8 2 5 . 6 1 I N V = 8 15 . 6 1 T O P = 8 2 3 . 2 9 I N V = 8 17 . 7 3 T O P = 8 2 5 . 13 I N V = 8 16 . 7 9 T O P = 8 2 3 . 5 9 T O P = 8 2 5 . 2 7 I N V = 8 18 . 9 7 T O P = 8 2 4 . 9 0 I N V = 8 17 . 2 0 T O P = 8 2 8 . 9 7 I N V I N = 8 2 2 . 4 7 I N V O U T = 8 2 0 . 0 7 T O P = 8 4 8 . 9 4 I N V = 8 3 2 . 5 4 T O P = 8 2 5 . 2 3 I N V = 8 18 . 4 3 T O P = 8 2 6 . 5 9 I N V = 8 19 . 4 9 T O P = 8 2 8 . 2 7 I N V = 8 2 0 . 4 7 T O P = 8 3 4 . 5 8 I N V = N / A T O P = 8 4 3 . 7 1 I N V = N / A T O P = 8 5 3 . 5 1 I N V = 8 3 7 . 9 1 T O P = 8 2 8 . 2 0 I N V = 8 18 . 6 0 T O P = 8 3 0 . 9 6 I N V = 8 2 2 . 16 T O P = 8 4 4 . 4 5 I N V = 8 3 4 . 5 5 T O P = 8 5 7 . 4 7 I N V = 8 4 6 . 9 7 T O P = 8 8 6 . 7 5 I N V = 8 7 7 . 8 5 8" VC 8 " V C T O P = 8 3 2 . 8 6 I N V = 8 11. 2 6 T O P = 8 18 . 3 2 I N V = 8 10 . 5 2 I N V O U T = 8 14 . 2 9 I N V I N = 8 16 . 6 9 8" V C 8" DI 8" VC 8 " V C 8" VC 18" V C 18 " V C 18 " V C 3 6" V C 36" V C 2 4" V C 2 4 " V C 2 4 " V C 2 4" V C 18 " V C 18 " V C L O C A T I O N A P P R O X . T O P = N / A I N V = N / A -NWL3- NOISE W ALL ON BRIDGE -NWL3- -NWL3- SCRUB 15" RCP HTR HTR W D S S S 10’ B S T L T W W L T W/L T GERRY RD 20’ BST B L K W A L L S S S S S 72" C H L S 2SBK APT 2 S B K A P T 2 S B K A P T 2 S B K A P T 18" RCP LT 3 0 " C & G B S T 3 0 " C & G CONC CONC CONC CONC CONC DI CB LT CONC H U N T E R L A N E 2 3 ’ B S T L T TIMBER RIDGE 19’ BST L T 3 0 " C & G SOIL S OIL 48" CONC H T R H T R H T R S S CANOPYMTL HT R C A N O P Y M T L C A N O P Y MT L C A N O P Y MT L W S L T W / L T W / L T W / L T HTR S GR W 48" W W 12" R C P PUM P STATION RD 12’ BST 48" W W 48" W D G R 1 2 " R C P 12 " R C P GR 1S F D WALL BK C O N C 3 6 " W S GR W1SFD HTR WS 12 " R C P H T R 12 " R C P 12 " R C P 2 4 " R C P 18 " R C P HTR GUY 2SFD 48" CONC C O N C 9’ C O N C 15" RCP LT 2 S B K D 15" RCP 2 3 ’ B S T L T CONC D I 2 S B K D 2SBKD 2 S B K D 2SBKD 2SBKD 2SBKD CONC CONC 10’ CONC 10’ CONC 10’ CONC W ASHINGTON CT 20’ BST 4 8 " C O N C 48" CO N C C O N C L T K OI P O N D 4 8 " C O N C 15 " R C P 15 " R C P 1 5 " R C P L T 2SFD 4 8 " W D & W W 4 8 " C O N C 9’ CONC 4 8 " C O N C 2SBKD CONC S LT 1 5 " R C P FOUNDATION 1 5 " R C P L T 1 5 " R C P 1 5 " R C P 4 8 " C O N C 4 8 " B K 1 5 " R C P L T L T BK W ALL L O N G W A L K D R 2 0 ’ B S T G S ABAND 2SFD WALLBK WALKBK 15’ CONC 1 0 ’ C O N C 10’ C O NC 2SBK D 2S B K D 2SBKD 48" CO N C 4 8 " C O NC 48" CONC CONC 30"C&G 30"C&G 3 0 "C & G POOL CONC 48"IRON S R 4241 R E G E N TS P A R K R D 26’ B S T 8’ CONC W D D K DKWD W D DK W D DK CONC W D D K W D D K D I 1 5 " R C P BST 3 0 " C & G S C R U BS C R U B S C R U B SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB SCRUB 15 " R C P 15 " R C P W D D K W D D K W D D K D K W D L T 15" RCP CONC W CONC CONC CONC D KWD 1 8 " R C P 1 5 " R C P 1 5 " R C P 15" RCP 15 " R C P D I D I 18" RCP 24" CM P 15" RCP W/ L T CONC CONC48" CONC 72’ LATTICE GR W / L T LT LT W L B WLB W L B WLB WL B GRAU-350 B-77 B-77 B-77 B-77 B-77 GRAU-350 G R A U - 3 5 0 B - 77 B - 77 B - 77 C A T - 1 B-77 B-77 B - 77 B-77 CAT- 1 TYPE M 350 TYPE M 350 B-77 B-77 TES TES TYPE B-77 ELEV. = 881.42 E = 1666936 N = 864512 N 35 32’52" E 55’ -BY11- STA 5+00.00 TO BM #8 BM #8 -BL-43 -BL-44 -BL-45 -BL-46 -BL-47 -BL-48 -BL-49 -BY11-531 -BY11-530 -BY13-534 -BY12-533 -BY12-532 18" RCP INV=857.12 INV=857.47 1 5 " R C P D I 1 5 " R C P 1 8 " R C P D I 15" RCP 15" RCP 1 5 " R C P D I D I 24" M ETAL BRANDON P. M ILLER DEBORAH P. MILLER GLADYS L. CROTTS JOHN R. CROTTS JOHN NATHAN TABOR PENNSTON CORP. 20’ DRAINAGE EASEM ENT PB 33 PG 115 2 0 ’ D R A I N A G E E A S E M E N T P B 3 3 P G 115 20’ DRAINAGE EASEM ENT PB 33 PG 115 20’ S A NIT A R Y S E WE R E AS E ME NT P B 36 P G 16 2 0 ’ S A NIT AR Y S EWE R E A S E ME N T P B 3 6 P G 16 20’ DRAINAGE EASEM ENT PB 33 PG 115 2 0’ S A NIT A R Y S E W E R E A S E M E N T P B 3 6 P G 16 20’ S A NIT A R Y S E WE R E AS E M E N T P B 36 P G 16 50.28’ 16.86’ EIP EIP EIP EIP EIP HELEN ELLIOTT HELEN ELLIOTT 227.25’11.00’ 200.30’ 385.98’ 353.43’ 285.00’ 225.00’ 261.00’ 160.76’ 173.12’ 163.38’ 9.06’ 260.88’ 338.16’ 311.36’ 267.35’ 236.87’ 10.98’ 230.31’ 204.41’ 43.48’ 90 .43 ’ 4 9 4 .9 6 ’ 328.00’ 337.59’ 344.96’ 265.92’ 5 9 .3 6 ’ 266.04’ 270.17’ 3 3 0 .5 3 ’ EIP EIP EIP EIP EIP EIP EIP MARCIA H. POTTER DENNIS L. POTTER SUSAN E. HANSON JAMES M. HANSON PENNSTON CORP. SUZANNE TEDDER RUSSELL F. TEDDER ANNE C. FRAZIER MARK H. FRAZIER 1 3 1. 9 8 ’ 33.51’ 119.26’ 10.60’ 32.66’ 5 5. 5 0’ 25.11’ 10.72’ 101. 13’ 106.09’ 117.80’ 115.6 6’ 24.88’ 232.32’ 32.03’163.65’ 126.33’ 18.90’ 10.20’L=63.86’ R=52.00’ L=26.17’ R=52.00’ L=63.96’ R=52.00’ L = 2 7 .7 6 ’ R = 5 2 .0 0 ’ L =6 2.2 5’ R =5 2.0 0’ 228.26’ EIP TO COR 231.89’ R/W TO COR 122.50’ 5 7. 4 3’ 167.27’ EIP T O C O R 167.50’ R/ W T O C O R 288.28’ EIP TO COR 288.09’ R/W TO COR 8 9. 7 1’ 2 6. 1 5 ’ 8 7. 3 8 ’ 2 8. 9 2 ’ 1 0 2. 0 8 ’ 1 4. 2 0 ’ 1 3 1. 8 0 ’ 8.93’ 1 6 1. 0 7 ’ 1 5 5. 9 6 ’ 1 7 1. 1 2 ’ 1 2 2. 0 0 ’ 5 1. 9 9’ 1 3 6. 0 1’ 250.00’ 2 1 2. 5 1’ 1 0 0 . 0 0 ’ 1 2 5 . 0 0 ’ 1 2 0 . 0 0 ’ 160.64’ 1 5 5. 5 3 ’ 1 4 5 . 6 8 ’ 3 9 6 . 4 4 ’ 15 6 . 0 4 ’ 16 0 . 0 0 ’ CONNIE J. CALDWELL SIDNEY N. CALDWELL BARBARA MURRAY JAMES D. MURRAY GINA MORRISON RONALD J. MORRISON PENNSTON CORP. PENNSTON CORP.14 7 .5 7 ’ PENNSTON CORP. ALLISON THOMASON SAMUEL L. THOMASON JANE E. STEPHENS SUNTER MARK J. SUNTER GAYLE W. BURGENER STEPHEN D. BURGENER GAYLE W. BURGENER STEPHEN D. BURGENER PENNSTON CORP. PENNSTON CORP. GREGORY FULLER 60.00’ E XIS TIN G R/ W E XIS TIN G R/ W 60.00’ 6 0. 0 0 ’ EXISTING R/W EXISTING R/W E XI S T I N G R/ W E XI S T I N G R/ W E X I S T I N G R / W E X I S T I N G R / W 60.00’ L=211.34’R=50.00’ L=18.96’ R=20.00’ L=13.89’ R=20.00’ L=143.26’ R=50.00’ L=66.21’ R=50.00’ L=27.66’R=50.00’ 2 3 7 .5 1’ 2 3 2 .3 9 ’ 9 4 .17 ’ 2 0 0 .0 0 ’ 10 9.9 2’ 10 4.0 1’ 211.74’ 196.15’ 207.58’ 20.36’ 104.64’ 358.89’ JESSIE COELL HAUSER GEROLENE WIDENER HAUSER GLADYS L. CROTTS JOHN R. CROTTS BERDINA SMITH 199.65’ 200 .02’ 200 .00’ 200 .00’ 249 .08’ 322.06’ 6 0. 0 0 ’ EXISTING R/W EXISTING R/W L=117.52’R=429.78’ L=11.31’ R=369.78’ L=42 .7 3 ’ R=3 5 .0 0 ’ L =201.33’ R =50.00 421.13’ EIP TO COR421.56’ R/W TO COR 60.00’ E X IS T ING R / W E XIS T ING R / W EIP EIP EIP EIP EIP EIP EIP EIP EIP 5 0 5. 3 6 ’ 6 0 . 9 3 ’ 2 4 8 .4 9 ’ 200.00’ L = 5 2 .3 1 R = 4 5 .0 0 EXISTING R/W EXISTING R/W 60.00’ 12.25’ EIP EIP EIP EIP GINA CHILDRESS WOODROW H. CHILDRESS JR. 249.47’ EIP EIP 288.16’ 10.00’ HELEN ELLIOTT VICKIE O. DAVIS PHILLIP A. DAVIS POPE L.E. BUILDING CO. INC. DB 1137 PG 1712 PB 18 PG 97 DB 1980 PG 2940 PB 18 PG 97 DB 1405 PG 1207 DB 2398 PG 1660 DB 193 PG 290 DB 193 PG 290 DB 193 PG 290 PB 36 PG 20 DB 1755 PG 1572 PB 36 PG 20 DB 1821 PG 3694 PB 36 PG 16 DB 1519 PG 957 PB 36 PG 16 DB 2370 PG 4527 PB 36 PG 16 DB 1826 PG 3788 PB 36 PG 16 DB 1877 PG 1389 PB 33 PG 115 DB 1750 PG 3239 PB 33 PG 115 DB 1780 PG 869 PB 33 PG 115 DB 1702 PG 3659 PB 33 PG 115 DB 1774 PG 3395 PB 33 PG 115 DB 1519 PG 957 PB 33 PG 115 DB 1519 PG 957 PB 33 PG 115 DB 1519 PG 957 PB 33 PG 115 DB 1776 PG 976 PB 33 PG 115 DB 2279 PG 317 PB 33 PG 115 DB 1812 PG 3009 PB 33 PG 115 DB 2231 PG 4625 PB 33 PG 115 DB 2231 PG 4625 DB 1519 PG 957 DB 1519 PG 957 PB 33 PG 115 DB 2454 PG 2239 PB 29 PG 3 DB 2233 PG 1645 DB 2398 PG 1660 DB 1692 PG 3186 PB 33 PG 115 DB 1677 PG 4565 KAREN R. YOKLEY BRENT E. YOKELY PB 36 PG 16 DB 2174 PG 222 KATHERINE ARMSTRONG STEPHEN T. ARMSTRONG JOHN W. DAVIS III DB 33 PG 115 DB 2227 PG 4180 JEAN LOCKLEAR BURNICE L. LOCKLEAR HELEN ELLIOTT DB 193 PG 290 20’ SA N ITA RY SEWER EA SEM EN T 2 0 ’ S A NIT A R Y S E WE R E A S E ME NT 2 0 ’ S A N IT AR Y S E WE R E A S E ME NT 20’ SANITARY SEW ER EASEM ENT 2 0 ’ S A NI T A R Y S E W E R E A S E M E N T 2 5 ’ S A NI T A R Y S E W E R E A S E M E N T P B 3 6 P G 1 6 20’ SANITARY SEWER EASEMENT 20’ SANITARY SEWER EASEMENT 20’ S A NIT A R Y S E W E R E AS E M E N T DB 1345 PG 455 REGRESS EASEMENT INGRESS/EGRESS/ TOWN OF KERNERSVILLE 3 0 ’ S A N I T A R Y S E W E R E A S E M E N T PB 3 3 PG 115 2 0 ’ DRA INAG E EA SEM ENT 275.22’+82.76 758.98’+78.87 1 3 9. 8 9 ’ + 6 6. 8 2 546 .79’ +17.46 463.45’+03.36 335.09’+93.45 215.02’+70.99 1 9 3. 3 6 ’ + 8 6. 6 8 272.39’+68.56 156.08’+58.94 83.23’+04.52 118 . 2 5 ’ + 9 9 . 0 7 PB 18 PG 20 DB 2639 PG 4366 SILVESTRE VEGA CASTILLO DB 18 PG 20 DB 3129 PG 4405 P B 18 P G 20 D B 10 17 P G 0 505 R O B E R T M. R U S S E L L H EIR S PB 18 PG 97 DB 1035 PG 641 JOHN ROY CROTTS, JR. HEIRS PB 18 PG 97 DB 2774 PG 0960 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 18 PG 97 DB 2762 PG 3311 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT P B 29 P G 3 D B 2114 P G 22 4 7 A LI SA K. Y A N N O P O U L O S G E O R G E S. Y A N N O P O U L O S PB 29 PG 3 DB 2114 PG 2247 ALISA K. YANNOPOULOS GEORGE S. YANNOPOULOS PB 29 PG 3 DB 1460 PG 48 GEROLENE HAUSER JESSIE C. HAUSER PB 18 PG 97 DB 2720 PG 1834 KAYON CRAIG CROTTS PB 33 PG 115DB 3015 PG 4350 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT PB 33 PG 115 DB 1519 PG 957 PB 33 PG 115DB 2821 PG 2585 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT PB 33 PG 115 DB 2676 PG 2414 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT PB 33 PG 115DB 2747 PG 3792 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT PB 36 PG 16 DB 2918 PG 3650 TRACY G. BURKART WILLIAM R. BURKART PB 36 PG 20 DB 1878 PG 3165 CYNTHIA M. LUDWIG KENNETH M. LUDWIG PB 30 PG 154 DB 1225 PG 4 P B 3 0 P G 15 2 D B 12 2 5 P G 4 P O P E L . E . B U IL D IN G C O . IN C . P B 3 0 P G 15 2 D B 12 2 5 P G 4 P O P E L . E . B U IL D IN G C O . IN C . P B 3 0 P G 15 2 D B 12 2 5 P G 4 P O P E L . E . B U IL D I N G C O . IN C . P B 3 0 P G 15 2 D B 12 2 5 P G 4 P O P E L . E . B U IL D I N G C O . IN C . P B 3 0 P G 15 2 D B 12 2 5 P G 4 P O P E L . E . B U IL D I N G C O . IN C . P B 3 0 P G 15 2 D B 12 2 5 P G 4 P O P E L . E . B U I L D IN G C O . IN C . P B 3 0 P G 15 2 D B 12 2 5 P G 4 P O P E L . E . B U I L D IN G C O . I N C . P B 3 0 P G 15 2 D B 12 2 5 P G 4 P O P E L . E . B U IL D I N G C O . IN C . P B 3 0 P G 15 2 D B 12 2 5 P G 4 P O P E L . E . B U I L D IN G C O . I N C . PB 33 PG 115DB 3128 PG 4240 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT S 00 16’35" W 360.43’ N 8 9 4 5 ’ 3 3 " W 17 9 . 4 5 ’ S 00 16’35" W 115.00’ S 00 16’35" W 115.00’ N 8 9 4 5 ’ 3 3 " W 17 9 . 3 1’ S 00 16’35" W 115.00’ S 00 16’35" W 115.00’ N 8 9 4 5 ’ 3 3 " W 17 9 . 6 0 ’ S 00 16’35" W 115.00’ EXISTING R/W (TIMBER RIDGE ROAD, PB 30 PG 152) EXISTING R/W (TIMBER RIDGE ROAD, PB 30 PG 152) E X IS T IN G R / W ( H U N T E R S L A N E , P B 3 0 P G 15 2 - 15 3 ) S 00 16’35" W 145.00’ S 5304’17" W 188.02’ S 00 16’35" W 289.16’ S 65 35’25" W 175.79’ N 5550’59" E 174.49’ N 7 4 0 6 ’ 4 8 " E 1 9 4. 3 4’ S 8 9 4 5 ’ 3 3 " E 17 9 . 5 2 ’ S 8 9 4 5 ’ 3 3 " E 17 9 . 3 8 ’ S 8 9 4 5 ’ 3 3 " E 17 9 . 2 4 ’ N 3017’59" W 135.00’ N 3017’59" W 110.01’ S 00 16’35" W 20.00’ 20 DRAINAGE/UTILITY EASEMENT 20 DRAINAGE/UTILITY EASEMENT 20 DRAINAGE/UTILITY EASEM ENT BRANDON P. MILLER DEBORAH P. MILLER TRAFFIC DIAGRAM -L- 21,300 27,300 24,660 36,980 32,600 43,800 2010 ADT 2030 ADT 47,720 61,160 5,360 7,280 4,940 5,420 6,600 11,800 53,560 79,880 DUAL = 5% TTST = 6% DIR = 60% DHV = 10% DUAL = 6% TTST = 12% DIR = 60% DHV = 10% -Y4- (US 421/I-40 BUS. ) BELTLINE REM O VE REM O VE REMO VE REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE PLUG REM O VE REM O VE REM O VE REM O VE DITCH TIE TO EXISTING REM O VE M ATERIAL FILL W / FLO W ABLE REM O VE REM O VE RETAIN RETAIN RETAIN JB w/ M H CO NVERT TO REM O VE PLUG RETAIN CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S 2 ELBO W S 15" CSP W / CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S CO NNECTO RS AND RO D AND LUG 18" CSP W / 2 ELBO W S CO NNECTO RS AND RO D AND LUG 18" CSP W / 2 ELBO W S CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S W / ELBO W " CSP18 STA 18+50 TO 19+95 -Y4LPD- RT BERM DITCH REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE STA 42+25 TO BEGIN BRIDGE -Y4RPBD- LT SHO ULDER BERM GUTTER REMO VE REM O VE FES REM O VE HW REM O VE FES REM O VE REM O VE 2 ELBO W S 15" CSP W / STA. 31+60 -Y5- TO BEGIN BRIDGE SHO ULDER BERM GUTTER STA. 55+20 -Y4RPBD- LT TO END BRIDGE SHO ULDER BERM GUTTER STA. 640+50 -L- RT TO BEGIN BRIDGE SHO ULDER BERM GUTTER EST 60 SY FF EST 30 TO NS RIP RAP CLASS ’I’ EST 22 SY FF EST 6 TO NS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TO NS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 11 SY FF EST 3 TO NS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TO NS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 5 SY FF EST 1 TO NS RIP RAP CLASS ’B’ EST 8 SY FF EST 2 TO NS RIP RAP CLASS ’I’ EST 16 SY FF EST 4 TO NS RIP RAP CLASS ’I’ EST 75 SY FF EST 40 TO NS RIP RAP CLASS ’I’ EST 8 SY FF EST 2 TO NS RIP RAP CLASS ’I’ EST 16 SY FF EST 4 TO NS RIP RAP CLASS ’I’ SEE DETAIL#6 TO E PRO TECTIO N SEE DETAIL#5 LATERAL 3’ BASE DITCH SEE DETAIL#13 W / 385 SY FF EST. 148 TO NS W / CLASS ’B’ RIP RAP LATERAL 3’ BASE DITCH SEE DETAIL#5 LATERAL 3’ BASE DITCH SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE W / 108 SY FF EST. 40 TO NS SEE DETAIL#20 W / CLASS ’B’ RIP RAP SPECIAL LATERAL ’V’ DITCH SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE FLAT GRATE 2GI W / NARRO W SLO T STA. 640+50 -L- LT TO BEGIN BRIDGE SHO ULDER BERM GUTTER CO NNECTO RS AND RO D AND LUG 24" CSP W / 2 ELBO W S W / 2 ELBO W S 15" CSP SEE DETAIL#6 EST 386 SY FF EST 143 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#6 EST 432 SY FF EST 160 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#27 EST 66 SY FF EST 32 TO NS CLASS "I" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#27 EST 66 SY FF EST 32 TO NS CLASS "I" RIPRAP TO E PRO TECTIO N W / 18" RCP-III 15" RCP-III 15" RCP-III 15" RCP-IV SHO ULDER BERM GUTTER SEE DETAIL #6 TO STA 50+00 -Y4RPBD- LT STA 47+15 -Y4RPBD- TO E PRO TECTIO N STA 24+50 -Y4RPA- LT END SHO ULDER BERM GUTTER EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ CO NNECTO RS AND RO D AND LUG 15" CSP W /2 ELBO W S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 3 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 6 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 16U-2579B M ATCHLIN E -Y4- STA.82+26 SHEET 27 M A TC H LIN E - L - S TA .6 3 3 + 0 0 S H EET 15 M ATCHLINE -Y4- STA.102+90 SHEET 28 M A TC H LIN E - L - STA .6 5 6 + 5 1 S H EET 17 DF D L = 1,048.05’ T = 572.33’ R = 262.00’ D PIs Sta 64+51.91 Ls = 240.00’ LT = 160.07’ ST = 80.06’ PI Sta 61+52.40 L = 2,986.50’ T = 2,767.05’ R = 1,330.00’ Ls = 240.00’ LT = 160.07’ ST = 80.06’ PIs Sta 33+05.42 F D F Ls = 240.00’ PI Sta 23+02.72 R = 1,200.00’ PIs Sta 30+59.60 LT = 160.08’ ST = 80.08’ F Ls = 240.00’ R = 1,200.00’ T = 403.41’ PI Sta 22+28.62 D PIs Sta 26+83.62 Ls = 240.00’ LT = 160.08’ ST = 80.08’ F PIs Sta 22+81.70 Ls = 210.00’ LT = 141.20’ ST = 71.09’ F PIs Sta 11+41.20 Ls = 210.00’ LT = 141.20’ ST = 71.09’ F D L = 1,000.62’ T = 743.56’ R = 262.00’ L = 1,055.27’ T = 552.12’ R = 262.00’ D PIs Sta 23+36.36 F Ls = 210.00’ LT = 141.20’ ST = 71.09’ PIs Sta 11+41.20 Ls = 210.00’ LT = 141.20’ ST = 71.09’ F PI Sta 633+75.85 L = 3,180.22’ T = 1,595.11’ R = 16,400.00’ L Y4RPBD Y4CD Y4RPA Y4RPB Y4LPB Y4LPD Y4LPA Y4RPD Y4RPC PIs Sta 11+60.08 LT = 160.08’ ST = 80.08’ L = 1,739.53’ T = 1,062.72’ Ls = 240.00’ ST = 80.08’ PIs Sta 17+45.29 F LT = 160.08’L = 778.34’ PIs Sta 23+29.14 Ls = 210.00’ LT = 141.20’ ST = 71.09’ F PIs Sta 15+47.32 F Ls = 240.00’ LT = 160.05’ ST = 80.05’ PI Sta 23+89.01 D L = 1,413.54’ T = 761.74’ R = 1,530.00’ PIs Sta 31+20.86 F Ls = 240.00’ LT = 160.05’ ST = 80.05’ PI Sta 45+09.60 L = 1,750.69’ T = 876.16’ R = 16,517.00’ D M A TC H LIN E - Y4RP B D - S TA .32+ 21 SH E E T 15 M A T C H LI N E - Y4 R P A - S T A.2 0 + 5 0 S H E E T 15 M ATCHLINE -Y4RPB- STA.19+00 SHEET 28 M ATCHLINE -Y5- STA. 38+50 SHEET 28 FOR - Y5 - PROFILE, SEE SHEET 82 FOR - Y4CD - PROFILE, SEE SHEET 61-63 FOR - Y4LPA - PROFILE, SEE SHEET 66 FOR - Y4LPB - PROFILE, SEE SHEET 67 FOR - Y4RPBD - PROFILE, SEE SHEET 73 - 75 FOR - Y4RPD - PROFILE, SEE SHEET 80-81 FOR - Y4LPD - PROFILE, SEE SHEET 68 FOR - L - PROFILE, SEE SHEET 38 - 40 FOR - Y4RPA - PROFILE, SEE SHEET 69-70 NOTE: LT = 133.35’ PIs Sta 11+33.35 F Ls = 200.00’ ST = 66.68’ PI Sta 28+67.56 D L = 2,741.74’ T = 1,667.56’ R = 1,910.00’ PIs Sta 40+08.43 F Ls = 200.00’ LT = 133.35’ ST = 66.68’ SE = .06 SE = NCSE = NC SE = .08 SE = .08 SE = .08 SE = .08 SE = .08 SE = .08 SE = .06 PI Sta 26+96.77 D L = 1,110.30’ T = 555.55’ R = 12,000.00’ SE = NC Y5 PI Sta 19+53.56 Ls = 210.00’ LT = 140.15’ ST = 72.25’ F PIs Sta 11+40.15 PI Sta 17+82.33 PI Sta 17+62.12 M ATCHLINE -Y4RPA- STA.26+95 SHEET 27 M ATCHLINE -Y5- STA.18+00.00 SHEET 27MATCHLINE -Y4RPBD- STA.63+00.00 SHEET 27 PAVEMENT TO BE OBLITERATED FOR - Y4EB - PROFILE, SEE SHEET 52 FOR -Y4WB- PROFILE, SEE SHEET 57 FOR - Y4RPC - PROFILE, SEE SHEET 78 FOR - Y4RPB - PROFILE, SEE SHEET 71 PAVED SHOULDER R I G H T O F W A Y R E V I S I O N , 1 1 / 5 / 1 2 - P L A N S A D J U S T E D S O T H A T P A R C E L 9 8 I S V I S B L E O N P L A N S 6 3 5 6 4 0 6 4 5 6 5 0 6 5 5 5 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 10 0 0 2 0 2 0 2 50’ INC. + 5 0 .0 0 08 07 06 05 04 03 02 02 03 04 05 06 07 0 8 0 2 0 3 0 4 0 5 0 6 0 7 08 0 8 0 70 6 0 5 0 4 0 3 0 2 0 2 0 30 4 0 5 0 6 0 7 0 8 02 03 04 05 06 07 0 8 25 30 35 10 0 ’ T AP E R T AP E R T O E X IS T IN G R T . & LT . S ID E 24’ 20.54’ A 400’ TAPER LT. LANE B 2 4 ’ C 1000’ FULL LANE 300’ TAPER 3 6 ’ 1 2 3 0 ’ F U L L L A N E D 3 6 ’ 3 6 ’ 4 6 ’ 2 4 ’ 24’ 2 4 ’ 20’ 4 8 ’ 3 6 ’ 2 4 ’ 4 6 ’ 4 6 ’ -L- -L- -L- -Y4CD- -Y4CD- - Y 4 R P D- -Y 4R PC --Y4RPBD- -Y4LPB- -Y4LPB- -Y 4 L P D - -Y4 LP D - - Y 4L P A- - Y 4 L P A- - Y5 - - Y5 - - Y5 - -L- 35’ INC 3 5 ’ I N C 35’ INC 02 02 0301 2 0 ’ IN C 15 20 25 30 3 5 I N C 3 5 ’ I N C 3 0 0 ’ T A P E R 16’ - Y 4 R P D- 1 5 20 2 5 12’ P.S. -Y4RPA- 3 5 4 0 45 50 60 10 ’ P .S . 4 ’ P .S . 16’ 16’ - Y4 R P B D - 4 ’ P .S .10 ’ P .S . 2 4 ’ 03 03 04 0 5 0 6 0 4 0 5 0 6 -Y4RPD- 4’ P. S. 4’ P. S. 16’ 02 03 04 05 06 07 08 15 07 08 4 0’ I N C. 12’P.S. 4 ’P.S. 10’P.S. 12’P.S. 1 0 ’ P . S . 4’P.S. 4’P.S. 4 0 4 5 5 0 5 5 6 0 24’ 4 ’ P . S . 1 0 ’ P . S . 4 ’ P . S . 2 0 ’ 4’P.S. 20’ 4 ’P.S. 15 1 0 15 2 0 1 0 15 2 0 20 25 30 - Y 4 W B - - Y 4 E B - - Y 4 E B - - Y 4 W B - - Y 4 W B - - Y 4 E B - SIGN SUPPORT LOCATION PROPOSED OVERHEAD 85 90 95 100 4’ P.S. 4’ P.S. 02 02 - Y 4R P B- 02 03 04 05 06 8:1 TAPER 8:1 TAPER -Y4RPBD- SC Sta. 33+85.35 -Y4RPB- SC Sta. 16+27.27 -L- PT Sta. 649+60.9565 -Y5-PT Sta. 32+51.52 -Y5-PC Sta. 21+41.22 -Y5DET- PRC Sta. 29+63.61 -Y5DET- PT Sta. 32+32.54 SIGN SUPPORT LOCATION PROPOSED OVERHEAD -Y4CD- POC STA. 46+87.16 -Y4CD- POC STA. 46+60.01 -Y4WB- POT STA. 90+06.05 -Y4CD- POC STA. 47+14.31 -Y4EB- POT STA. 90+11.82 -Y4EB- POT STA. 91+29.51 -L- POC STA. 643+08.58 -L- POC STA. 642+81.42 -Y4WB- POT STA. 91+23.70 -L- POC STA. 642+54.27 -Y4- POT STA. 91+26.58 -L- POC STA. 649+19.78 -Y4RPBD- POC STA. 52+94.28 -Y4RPBD- POC STA. 54+16.42 -Y4CD- POC STA. 53+77.69 -Y5DET- POC STA. 22+50.51 -Y4CD- POC STA. 55+70.84 -Y4CD- POT STA. 57+01.14 -Y5- POC STA. 27+33.16 -Y5DET- POC STA. 23+67.72 -L- POT STA. 651+54.57 -Y5- POC STA. 28+50.16 -L- POT STA. 652+78.47 -Y4EB- POT STA. 97+90.41 -Y4WB- POT STA. 98+14.65 -Y4- POT STA. 98+02.89 -Y4RPBD- POC STA. 43+79.19 -Y4RPBD- POC STA. 44+08.64 -Y4RPBD- POC STA. 44+38.39 24’ 1 0 ’ P . S . 4’ P.S. 4 ’ P . S . 4’ P.S. I N C. 4 0’ - Y5 D E T - 4 8 ’ 3 6 ’ - Y 4 - - Y 4 - - Y 4 - BEGIN APPROACH BEGIN APPROACH BEGIN BRIDGE END APPROACH END BRIDGE BEGIN APPROACH BEGIN BRIDGE END APPROACH END BRIDGE END BRIDGE END APPROACH BEGIN APPROACH BEGIN BRIDGE END BRIDGE BEGIN BRIDGE BEGIN APPROACH 4’ P.S. MATCH EXISTING OF GU AR D R AIL P AVE T O F ACE OF GUAR D R AIL P AVE T O F ACE T AP E R 8 :1 END APPROACH 12’P.S. 12’P.S. 12’P.S. 12’P.S. 12’P.S. 3 0 ’ -Y5- POC STA. 23+59.12 -Y4RPD- POC STA. 23+71.54 -Y5- POC STA. 30+21.54 -Y4RPC- POC STA. 16+38.67 OF GUARDRAIL PAVE TO FACE 24’ 8:1 TAPER 8:1 TAPER BEGIN -Y4RPC- PAVEMENT 8:1 TAPER 4’P.S. 8:1 TAPER 10’P.S. 4’P.S. END APPROACH END BRIDGE -Y4CD- POC Sta. 44+44.26 (12’ Lt.) 35’ I N C 10 0 ’ R 10 0 ’ R B E G . C & G B E GIN C&G -Y4- POT STA. 90+08.91 END C&G 100’ R 8:1 8:1 TAPER TAPER 100’ R END C&G +23.09 +68.44 + 5 2 .17 + 5 2 . 9 5 END C&G100’ R +15.10 100’ R +25.00 + 5 8 . 9 6 B E G I N C & G END -Y4LPB- PAVEMENT -Y4LPB- STA. 22+20.19 BEGIN -Y4LPB- PAVEMENT -Y4LPB- STA. 12+27.92 END -L- PAVEMENT BEGIN -Y4WB- PAVEMENT END -L- PAVEMENT -Y4RPC- STA . 13+88 .00 -Y4RPB- STA. 13+78.61 BEGIN -Y4RPB- PAVEMENT END -Y4RPBD- PAVEMENT 8:1 T A P E R BEGIN -Y4LPA- PAVEMENT -Y4LPA- STA. 12+44.36 END -L- PAVEMENT -Y4LPA- STA. 21+98.27 END -Y4LPA- PAVEMENT BEGIN -Y4WB- PAVEMENT -Y4LPD- STA. 22+66.21 END -Y4LPD- PAVEMENT BEGIN -Y4EB- PAVEMENT -Y4LPD- STA. 12+19.08 END -L- PAVEMENT BEGIN -Y4LPD- PAVEMENT 12’ 24’ 4’ 40’ 24’ 4’ 4’24’ 7 2 ’ 6 0 ’ 5 0 ’ 3 6 ’ 10 ’ 4 8 ’ 12 ’ 12 ’ 4 ’ 3 6 ’ 1 2 ’ 12 ’ 2 4 ’2 4 ’ 8:1 -Y4RPD- ST Sta. 28+43.54 -Y4RPD- CS Sta. 26+03.54 8 :1 8: 1 8 :1 T AP E R T A P E R T AP E R 8:1 TAPER OFFSET 82’ LT -L- STA 652+66.00 GRADING BEGIN SPECIAL MEDIAN -Y4LPA- TS Sta. 10+00.00 -Y4LPA- ST Sta. 24+20.62 -Y4LPB- TS Sta. 10+00.00 -Y4LPB- ST Sta. 24+68.05 -Y4LPB- SC Sta. 12+10.00 -Y4LPD- TS Sta. 10+00.00 -Y4LPD- ST Sta. 24+75.27 - Y 4 L P D - S C S t a . 12 + 10 . 0 0 -Y 4LPD - CS S ta . 2 2 + 6 5 .2 7-Y4WB- POT Sta.87+99.9664 (24’RT) -Y4CD- POC STA. 45+52.41 -Y4LPA- SC Sta. 12+10.00 -Y4CD- POC STA. 45+76.53 -L- POC STA. 641+46.71 -L- POC STA. 640+94.12 (59’ RT) -L- POC STA. 641+70.82 -Y4WB- POT STA. 93+20.03 (24’ RT) -Y4RPBD- POC STA. 43+04.00 -Y4RPBD- POC STA. 42+78.60 -L- POC STA. 643+82.64 -L- POC STA. 644+06.79 -Y4CD POC STA. 47+88.32 -Y4CD POC STA. 48+08.85 -Y4CD- POC STA. 48+59.71 (12’ LT) -Y4EB- POT STA. 88+65.70 (12’ LT) -Y5- POC STA. 30+97.13 -Y5- POC STA. 31+23.80 -Y5- POC STA. 22+63.82 -Y5- POC STA. 22+95.35 -Y5- POC STA. 24+06.99 -Y5- POC STA. 24+37.34 -Y5- POC STA. 26+62.28 -Y5- POC STA. 26+38.28 -Y4LPA- CS Sta. 22+10.62 -Y4RPBD- POC STA. 54+96.08 -Y4RPBD- POC STA. 54+72.30 -Y4CD- PT Sta. 53+84.13 END CONSTRUCTION -Y5- POT STA. 33+30.00 GERRY RD 20’ BST 1 0 ’ P . S . 1 0 ’ P . S . 7.5’ 35.5’ 35.5’ 7.5’ -Y4CD- POC STA. 34+94.05 END APPROACH SLAB -L- POC STA. 630+68.34 END APPROACH SLAB -L- POC STA. 641+55.79 BEGIN APPROACH SLAB END APPROACH -L- POC STA. 644+16.29 BEGIN BRIDGE -Y 4 L P B - C S S t a. 2 2 + 5 8. 0 5 W.W. FENCE END W.W. FENCE BEGIN W.W. FENCE BEGIN W.W. FENCE END 1 0 ’ P . S . 1 0 ’ P . S . 1 0 ’ P . S . 1 9 . 5 ’ P . S . 1 9 . 5 ’ P . S . END APPROACH -Y4RPBD- POC STA. 45+44.69 END BRIDGE -Y4RPBD- POC STA. 45+17.13 -Y4RPBD- POC STA. 51+70.14 -Y4RPBD- POC STA. 51+43.58 BEGIN APPROACH BEGIN BRIDGE 13.5’ P.S. 12’ P.S. 13.5’ P.S. 12’ P.S. GRADE TO DRAIN OBLITERATE AND GRADE TO DRAIN OBLITERATE AND -Y4RPB- TS Sta. 13+87.27 F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C F F F F C F C C F F C F F F F F F F F F F F F F C C C C C F F F F F F F C C C C C C C C F F F F +27.27 -Y4RPB- 141.00’ +50.00 -Y4RPA- 150.00’ +50.00 -Y5- 42.00’ 30.00’ +50.00 -Y5- 42.00’ 30.00’ 42.12’ +98.28 -Y5- 42.00’ +51.52 -Y5- 42.00’ 42.00’ 42.00’ +25.82 -Y5- +41.22 -Y5- 42.00’ +41.22 -Y5- 129.00’ +43.54 -Y4RPD- 74.09’ +52.82 -Y5- +57.26-Y5-57.00’ +51.02 -Y5- +47.50 -Y5- 124.14’ 98 99 100 101 994 117 118 924 113 114 111 110 981 115 980 104 985 102 115 159 160 175 176 162 158 155 157 921 921 155 147 972 165 166 167 168 169 968 162 172 171 173 174 218 +10 200’ +00.00 -Y5-+00.00 -Y5- 50.00’ 30.00’ 57.00’ 30.00’ +63.61 -Y5DET- 50.00’ +51.52 -Y5- 57.00’ +00.00 -Y5- 60.00’ 73.00’ -Y5DET- +50.00 NCDO T CHORD 141.00 +87.27 -Y4RPB- C H O R D 42.00’ 42.00’ +00.00 -Y5- -Y5- +00.00 NCDO T NCDO T 98 164 155A 155 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI CB CB CB CB CB CB CB CB 2GI CB 2GI BDO CB 2GI 2GI 2GI 2GI 2GI 2GI JB w/M H 2GI JB w/M H 2GI 4O TCB 2GI 2GI 2GI 2GI JB w/M H 4O TCB 15 " C S P 3GI-A 3GI-A 2GI-A 2GI-A FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS HW HW HW JB w/MH JB w/M H 2 4" C SP FS FS FS FS FS 2GI 2GI P GRATE 2GI W / FLAT 2GI FS 2GI FS 2GI FS 2GI Conv. O TCB To 2GI FS P P FS 2GI 15 " C SP GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT FLAT GRATE 2GI W / 192 193 194 195 196 197 201 200 202 203 199 198 212 211 210 209 196A 224 228 227 226 236 235 234 232 233 231 230 237 238 244 223 222 225 213 214 208 206 207 205 204A 204 221 217 218 219 220 216 215 247 248 249 250 251 252 255 254 253 239 240 241 242 243 229 FROM STA 18+25 TO 19+25 -Y4RPD- LT Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #5 b= 5 Ft. B= 3 Ft. Min. D= 3 Ft. FRO M STA 638+35 TO 640+55 -L- LT FRO M STA 630+50 TO 633+35 -L- RT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #13 *When B is < 6.0’b= 5 Ft. B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 644+00 TO 646+05 -L- LT ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 4:1 or Flatter Natural Ground D d Fill Slope 2: 1 Fabric Filter DETAIL #20 Type of Liner= Class ’B’ Rip-Rap Max. d= 2 Ft. Min. D= 2 Ft. FRO M STA 59+75 TO 60+15 -Y4RPBD- RT FRO M STA 17+20 TO 17+50 -Y4LPD- RT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #25 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 4 Ft. Max. d= 3 Ft. Min. D= 3 Ft. FRO M STA. 19+29 TO 21+12 -Y4RPA- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Fill Slope FL A T T ER 2: 1 O R DETAIL #27 d= 1 Ft. Type of Liner= Class ’I’ Rip-Rap FRO M STA. 39+01 TO STA. 39+35 -Y4CD- LT EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ 221A 221B 395A 18" RCP-III 18" RCP-III 15 " RC P - III 15" RCP-III 42" RCP-C D 42" RCP-C D 15 " RC P - IV 15 " RC P- III 18 " RC P- IV 15 " RC P- III 18 " RC P- III 24" RCP-III 2 4" RCP-III 2 4 " RC P- III 15" RCP-III 18 " RC P-III 24" RCP-III 15" RCP-III 18" RCP-III 1 5 " R C P-III 15" RCP-IV 15" RCP-III 2 4" R C P-I V 24" RCP-IV 15" RCP-III 30" R CP-III 1 5 " R C P -III 15 " RC P- III TRENCHLESS INSTALLATIO N 48" W ELDED STEEL 15" RCP-III 15" RCP-IV 24" RCP-V 24" RCP-V 24" RCP-IV 24" RCP-III 18 " RC P-IV 18" RCP-III 15" R C P-I V 18 " RC P- III 15" RCP-III 1 5 " R C P - I V 18" RCP-III 18" RCP-IV 1 5 " R C P-II I 18" RCP-III 54" RCP-V 54" RCP-V 60" R CP- C D 60" R CP- C D 1 5 " R C P - I I I 2GI 15" RC P-III FS 2O TCB FLAT GRATE 2GI W / 223A 231A 244A SEE SHEET 2-TT PSH STA 22+72.73 -Y4RPA- LT BEGIN SHO ULDER BERM GUTTER Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 26+50 TO 29+40 -Y4RPD- RT FRO M STA 60+00 TO 62+50 -Y4RPBD- LT GRATE 2GI W / FLAT 462 24" RCP-III 18 " RC P -CD 15" CSP W/2 ELBO WS - N W Y 4 R P B D 1- -NW Y4RPA- S C R U B U CS H T R S 4 8 " 4 S B W 18 " R C P 15" RCP 18" CMP 18" RCP 4" HDPE C O N C H W 30" CMP R U S T E D B R O K E N A N D P I P E E N D 2 4 " R C P F E S FES 1 8 " R C P 1 5 " R C P 4 2 " R C P 1S F D 3 S B W 10’ BST S R 2 6 8 7 H AS T INGS H ILL R D 2 2 ’ B S T 12 " R C P B W D W /LT S 1S B K D 20’ CONC GR S S 1S B KD 20’ CONC 72" CHL 7 2 " WD 15’ BST 1S B KD 18’ BST S 1S F D 36" CONC 48" PLASTIC 1S F D WD CONC 3 6 "C O N C C A N O P Y M T L S W 48" PLAST IC 1SBW 48"WW 15 " R C P WEAVIL RIDGE RD GR 1S B K D 3 6 " B K 60" CHL W/ L T W/ L T S 1S F D GR S 12’ CONC 1S B K D 4 8 " C O N C 12" RCP W / L T 12 " R C P 15 " R C P C O N C 2 S B K D 4 8 " C HLW G CONC WD 2SBKD GR GR GR 12 " R C P 12 " R C P S R 2 6 8 7 H AS T IN GS H ILL R D 2 0 ’ B S T S B S GATEMTL GATEMTL SILO 2SFD W / L T 1SFD S B S T 20’ BST CONC CURB CONC CURB G 3 6 " C O N C B K W A L L B K W A L L 48" 5SELEC 60" WD 48" WW 48" W W M T L M T L M T L M T L 6 0 " W W & 1 S B W DOCKWD 1SLO GD S S S C A N O P Y M T L H T R C O N C BST 4 8 " C HL 60" CHL 6 0 "W W & 1S B W GERRY RD 20’ BST F O U N D A TI O N A B A N D 12" RCP 12" RCP HTR HTR HTR HTR S S S W W / L T W / L T W /LT 1S B KD S B 1SFD S W D GR 12 " R C P 12 " R C P B 6 0 " W W & 1 S B W W / L T W / L T 3 6 " W W& 1S B W M T L M T L 48" WW 60" W D 15 " R C P 1 8 " R C P 1 5 " R C P GATE M T L W /LT 6 0 " W W 1 S B W 6 0 " W W & 1 S B W WD DK WD D K D KW D 4 8 " C O N C 4 8 " B K WD DK WD D K GATE M TL 3 6 " C O N C 12 " R C P WD D K CONC CONC CURB CONC CURB S O I L G R 12 " R C P GR GR 6 0 " C H L 3 6 " C O N C 1S B KD D K W D G R G R G R W/LT 48"W W &1SBW D I D I D I D I D I 24" R C P D I D I PONDW.E.852.7 P O N D W.E .8 6 5 .5 SCRUB SCRUB 5S E L E C 4 S B W S C R U B S C R U B SCRUB 4SBW 4 S B W 5 S E L E C BST 36" CONC S C R U B I - 4 0 B U S W B L U S 4 2 1 N B L 2 6 ’ B S T I- 4 0 B U S E B L US 4 2 1 S B L 2 6 ’ B S T 10’ CONC 4 8 " P L A S T IC R A IL 9’ CONC RAIL 3 S B W 3 S B W HTR HTR HTR HTR HTR H T R H T R HTR HTR s 12" RCP 12" RCP W /LT W/ L T 12" RCP 12" RCP CANOPYMTL 15" RCP 12" RCP LT W W /LT G R 4 8 " C H L S S W 48" C H L S W 36" W D HTR S G R GR S OIL S S 7 2" W D W/ L T L TW S 48" W D S R 2827 H A M M O N D S T 17’ B S T S 48" CHL 15" RCP 15" RCP 48" C H L G R LT W/ L T 12" RCP G R G R S W 72" W D S S 48" C H L S S 48" C H L HTR HT R H T R HTR HTR HT R HTR HT R H T R HT R HTR H T R 2SBKD CANOPYMTL 12" R C P 12" R C P GR SS LT 12" RCP G R S OIL48" CHL 12" RCP 12" RCP S GR G R GR LT W 1 2 " R C P 1 2 " R C P GR SOIL W 15 " R C P 12 " R C P 12 " R C P 15 " R C P GR GR GR GR GR GR S S W W W S S S 1SFD S SS S S S S SS SSS G CANOPYMTL H T R C A N O P Y M T L W W W W S W W 24" RCP 18" RCP 18 " R C P 1 8 " R C P ABANDHTR GR G R GR S 1 S F D CONC 36" ABANDS S S SW S S S 12" R C P 12" R C P S 48" W W 48" W W 4 8" C H L GR 4 8" W W GR GR 4 WW 1S B W H T R SCRUB SCRUB SCRUB SCRUB W. E. 852.8 APPROX S C R U B S 36" W W &1SBW GR GR 48" C H L W POND T IMB E R S HTR H T R HTR S R 2 8 2 8 R A C H E L S T 17’ B S T 18" R C P 18 " R C P 6 " HDPE 6" DIP W / L T W / L T W/ L T PONDW. E. 852.7 W/L T 12" RCP 12 " R C P G R W T W 16 " D I 16 " D I 16 " D I 6 " D I 6 " D I 6 " D I 4 " P L 4 " P L 4 " P L END NOISE WALL -NWY4RPA- -NWY4RPBD1- BEG NOISE WALL GRAU-350 GRAU-350 GRAU-350 GRAU-350 C A T - 1 B-77 B-77 B-77 B-77 GRAU-350 B-77 B-77 C A T - 1 CAT-1 CAT-1 G R A U - 3 5 0 B-77CAT-1 B-77 B-77 CAT-1 GRAU-350 GRAU-350 CAT-1 GRAU-350 CAT-1 GRAU-350 ATTENUATORTYPE-350 TYPE B- 7 7 G RAU 3 5 0 G RAU 3 5 0 B-77 B-77 B-77 GRAU-350 CAT-1 C AT- 1 G RAU 3 5 0 G R A U 3 5 0 C A T - 1 TYPE B- 7 7 TYPE B-7 7 TYPE B-7 7 TYPE B- 7 7 TYPE B- 7 7 G RAU 3 5 0 TYPE B- 7 7 TYPE B- 7 7 G RAU 3 5 0 TYPE B-77 TYPE B-77 TYPE B-77 TY PE B-77 G R A U 350 TL-3 T Y P E B-77 TYPE B-77 ELEV. = 899.76 E = 1665571 N = 862500 -BY15- STA 8+99 27’ LT BM #9 -BL-50 -BL-51 -BL-52 -BL-53 -BL-54 -BL-55 -BY13-537 -BY15- 419 -BY13-535 -BY14-536 -BY16- 133 -B Y 15 - 5 3 8 -BY15-539 -BY16- - B Y 1 6 - -BY17-554 -BY17-555 18" CMP 6" DIP 30" CMP R U S T E D B R O K E N A N D P I P E E N D 6 " HDPE 42" RCP 4" HDPE INV=866.23INV=858.11 18" RCP INV=865.36INV=864.14 2 4 " RCP FES FES 15" RCP C B C B C B C B C BC B 18" RCP 1 8 " R C P 18 " R C P 18" R C P C B 18" R C P 18" RCP 18" R C P 18" RCP 15" RCP C O N C H W DOROTHY T. BAKER DOROTHY A. BAKERBERDINA SMITH SANDRA F. SHREVE BRANDON P. MILLER DEBORAH P. M ILLER TED F. SWAIM JR. 3 0 ’ A C C E S S E A S E ME NT DB 2 0 3 0 P G 12 7 9 3 0 ’ A C C E S S E A S E M E N T D B 1 6 4 7 P G 4 0 2 511.84’ 498.50’ 2 0 0 .0 0 ’ 13 0 .0 0 ’ 9 9 .8 8 ’ 109.41’ 50.00’ 50.00’ 100.00’ 100.00’ 100.00’ 2 3 4 .6 3 ’ 9 9 .9 2 ’ 9 9. 1 5 ’ 177.69’ 1 6 4 . 2 0 ’ 140.00’ 119 . 4 0 ’ 8 2 . 0 0 ’ 7 0 . 0 0 ’ 200 .02’ 209 .23’ 153.01’ EIP TO COR 150.00’ R/W TO COR 60 .00’ E X IS T ING R / W E X IS T ING R / W EIP EIP EIP EIP EIP EIP 3 7 9 . 6 3 ’ 8 1. 3 5 ’ 2 1. 3 3 ’ 276 .03 ’ E I P E I P E I P E I P E I P E I P E I P 200.00’ 300.00’ 200.00’ 200.00’ 100.00’ 200.00’ 200.00’100.00’ 200.00’ 99.82’ 324.35’ 199.93’ 199.94’ 199.97’ 199.98’ W.L. TRULL FAY C. WOODS ROLAND WILLIS WOODS PATTI RHODES JERRY W . RHODES 60.00’ E XIS TI N G R/ W E XIS TI N G R/ W 60.00’ 60.00’ EXISTING R/W EXISTING R/W E I P E I P 272.00’ 294.00’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W 289.81’ 15 0 .0 0 ’ 290.05’ 229.92’ 2 3 7 .9 2 ’ 78.06’ E I P E X I S T I N G R / W 278.00’ E X I S T I N G R / W EIP EIP EIP EIP EIP EIP 392.80’ 191.29’ 50.92’ 9 9 .7 9 ’ 2 3 8 .7 0 ’ 635.42’ 34.00’ 159.91’ 205.03’ EIP TO COR 205.47’ R/W TO COR 253.27’ EIP TO COR 253.03’ R/W TO COR 168.55’ EIP TO COR 168.35’ R/W TO COR 178.87’ EIP TO COR 177.92’ R/W TO COR 60.00’ E X IS T ING R / W 205.28’ 233 .70’ 259 .18’ EIP TO COR 258 .74’ R/W TO COR E XIS TI N G R/ W E XIS TIN G R/ W E IP E IP 324 .27’ COR TO R /W 323 .83’ COR TO EIP 218.05’ 250.00’ E X I S T I N G R / W E X I S T I N G R / W E X IS T ING R / W 60.00’ R/W MON R / W M O N R / W M O N R / W M O N R / W M O N E IP 60.35’ E X I S T I N G R / W E X I S T I N G R / W PENNY NELSON ENSCORE RICHARD LEE ENSCORE 106.94’ 577.08’ 272.00’ DB 2030 PG 1276 DB 2030 PG 1279 DB 1692 PG 3186 DB 1137 PG 1712 PB 18 PG 97 DB 1405 PG 1207 PB 18 PG 20 DB 1645 PG 2777 PB 18 PG 20 DB 1781 PG 1864 PB 18 PG 20 DB 1165 PG 748 T O W N O F K E R N E R S V I L L E T O W N O F K E R N E R S V I L L E F O R S Y T H C O U N T Y F O R S Y T H C O U N T Y PRESERVATION TRUST) (FORMERLY - GRIFFIN FAMILY NC D.O.T. BETTY W. PEDDYCORD) DONALD L. PEDDYCORD (FORMERLY - NC D.O.T. ; ; ; ; 100.00’ 176 .31’ +96 .68 445 .53’ +96 .68 305 .84 ’ +56 .86 7 5 . 4 8 ’ + 14 . 6 3 124.80’ +37.37 196.66’ +84.75 195.48’ +93.18 126.17’ +27.42 142.41’ +86.97 125.31’+14.52 143 .60’ +61.16 30.03’ +04.19 32.56’ +16.23 36.43’ +15.11 38.25’ +84.09 376.52’ +39.89 26.28’ +37.41 5 .2 2 ’ + 3 1.0 1 1 1 5 . 4 1 ’ + 8 6 . 6 8 9 6 . 0 8 ’ + 8 6 . 6 1 89 .79 ’ +06 .84 DB 915 PG 488 SUE S. ROUTH CAROL S. DEBUSK DB 2747 PG 2674 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 2747 PG 2674 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 2666 PG 2563 DB 2666 PG 2563 (FORMERLY - GRIFFIN FAMILY PRESERVATION TRUST) NC D.O.T. DB 2700 PG 3508 DB 2603 PG 2115 MELODY MYERS PEDDYCORD STEPHEN MICHAEL PEDDYCORD DB 1535 PG 0368 DB 1772 PG 1342 DB 2059 PG 3356 DB 0770 PG 0482 FAYE G. PEDDYCORD REX LANIER PEDDYCORD DB 1535 PG 0368 DB 1772 PG 1342 DB 2059 PG 3356 DB 0770 PG 0482 FAYE G. PEDDYCORD REX LANIER PEDDYCORD DB 1535 PG 0368 DB 1772 PG 1342 DB 2059 PG 3356 DB 0770 PG 0482 FAYE G. PEDDYCORD REX LANIER PEDDYCORD PB 37 PG 46 NO RECORDED DEED SUE S. ROUTH CAROL S. DEBUSK LINDA W . REED) (FO RM ERLY - NC D.O.T. PB 18 PG 20 DB 2649 PG 1979 PB 18 PG 20 DB 2439 PG 0875 P B 18 P G 2 0 D B 16 6 0 P G 3 5 8 3 F A Y E G A R D N E R P E D D Y C O R D R E X L A N IE R P E D D Y C O R D P B 18 P G 20 D B 1813 P G 2678 O F S E V E N T H D A Y A D V E N TIS T S, I N C. S O U T H E R N U NI O N C O NF E R E N C E A S S O CI A TI O N P B 18 P G 20 D B 1813 P G 26 78 O F S E V E N T H D A Y A D V E N TIS T S, I N C. S O U T H E R N U NI O N C O N F E R E N C E A S S O CI A TI O N PB 18 PG 97 DB 1660 PG 3583 FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD P B 18 P G 20 D B 2823 P G 0065 O F T R A NSP O R T A TIO N N O R T H C A R O LI N A D E P A R T M E N T P B 18 P G 20 D B 2983 P G 0254 M Y R N A W HIT L E Y J A M ES J. Mc C UIS T O N, T R U S T E E P B 18 P G 20 D B 2928 P G 2303 C A S HIO N E N T E R P RIS ES, L L C P B 18 P G 20 D B 2224 P G 3701 J E A N S N Y D E R L O C K L E A R B U R NIC E L O C K L E A R J R. P B 18 P G 20 D B 1650 P G 1576 J A M ES R. A T KI N S P B 18 P G 20 D B 1660 P G 3583 F A Y E G A R D N E R P E D D Y C O R D R E X L A NIE R P E D D Y C O R D PB 18 PG 97 DB 1660 PG 3589 FAYE GARDNER PEDDYCORD REX LANIER PEDDYCORD PB 18 PG 97 PB 18 PG 20DB 725 PG 28LOUIS D. REECE PB 18 PG 97 DB 3039 PG 2235 DOROTHY T. BAKER PB 18 PG 97 DB 1887 PG 2493 REGIONAL REALTY INC. PB 18 PG 97 DB 1035 PG 641 JOHN ROY CROTTS, JR. HEIRS PB 18 PG 97 DB 2774 PG 0960 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 18 PG 97 DB 2762 PG 3311 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 2794 PG 2158 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT E I P NO DEED LISTED SUE S. ROUTH CAROL S. DEBUSK 30’ ACCESS EASEMENT DB 1538 PG 142 339.46’ 329.60’ 9.72’ 260.76’ 77.82’ 334.71’ CHARLES M. SIMMONS EIP EIP EIP EIP EIP EIP EIP 10.94’ 261.09’ EIP TO EIP 260.68’ R/W TO EIP E XIS T ING R / W E XIS T ING R / W E IP I M O G E N E L . E L A M 3 3 8 .8 5 ’ E IP T O C O R 3 3 8 .4 4 ’ R / W T O C O R GARY LEE WEAVIL DB 1477 PG 1552 D B 1 1 4 9 P G 1 6 8 6 D B 1 3 4 1 P G 4 3 8 P B 2 8 P G 1 9 3 D B 1 3 6 8 P G 1 6 5 3 D B 1 0 1 1 P G 9 4 4 DB 1177 PG 1598 DB 1803 PG 226 DB 1538 PG 142 DB 1456 PG 108 E I P 339.27’ EIP TO COR 339.54’ R/W TO COR 29.98’ +29.42 28.54’ +63.58 21.10’ +01.50 30.31’ +21.81 D B 2 7 2 7 P G 1 1 2 7 B R I A N J A M E S S I M M O N S R E N E E L Y N N F A B I N I A K DB 1489 PG 797 KENNETH ANDREW HOLDER BETSY GORDON BOBBY F. GORDON & WIFE FAYE G. PEDDYCORD REX L. PEDDYCORD & WIFE ANGELA WAUGH JOHN LEWIS WAUGH & WIFE DB 930 PG 137 JANICE LAWSON LONG ALBERT RAY LONG & WIFE DB 2919 PG 1995 DENA B. WILLIAMS BRIAN K. WILLIAMS & WIFE DB 2997 PG 2335 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT TRAFFIC DIAGRAM -L- 21,300 27,300 24,660 36,980 32,600 43,800 2010 ADT 2030 ADT 47,720 61,160 5,360 7,280 4,940 5,420 6,600 11,800 53,560 79,880 DUAL = 5% TTST = 6% DIR = 60% DHV = 10% DUAL = 6% TTST = 12% DIR = 60% DHV = 10% -Y4- (US 421/I-40 BUS. ) BELTLINE STA 666+25 -L- RT BEG IN SHO ULDER BERM GUTTER SILL 3@ 12’x10’ RCBC RIP RAP CLASS ’I’ EST 10 SY FF EST 3 TO N S RIP RAP CLASS ’B’ RIP RAP CLASS ’I’ SEE DETAIL#4 LATERAL V-DITCH SEE DETAIL#12 W / 957 SY FF EST. 417 TO NS W / CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH SEE DETAIL#6 EST 309 SY FF EST 114 TO NS CLASS "B’ RIPRAP TO E PRO TECTIO N W / EST 21 SY FF EST 8 TO N S RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO N S R IP RA P C LA SS ’B ’ 15" RCP-IV DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 7 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 17U-2579B M A T C H L I N E - L - S T A . 6 5 6 + 5 1 S H E E T 1 6 M A TC H LIN E - L- S TA .6 6 8 + 17 S H EET 18 Y4RPD Y4RPC L Y4CD NOTE : FOR -Y4CD- PROFILE, SEE SHEET 63-64 FOR -L- PROFILE, SEE SHEET 40, 41 Ls = 300.00’ LT = 200.01’ ST = 100.01’ F PI Sta 633+75.85 D L = 3,180.22’ T = 1,595.11’ R = 16,400.00’ ST = 100.01’ LT = 200.01’ Ls = 300.00’ PIs Sta 677+38.67 F PI Sta 669+49.81 D T = 699.51’ R = 4,595.00’ L = 1,388.36’ PIs Sta 661+50.31PIs Sta 30+59.60 F Ls = 240.00’ LT = 160.08’ ST = 80.08’ PI Sta 23+02.72 D L = 1,739.53’ T = 1,062.72’ R = 1,200.00’ PIs Sta 11+60.08 F Ls = 240.00’ LT = 160.08’ ST = 80.08’ PIs Sta 17+45.29 F Ls = 240.00’ LT = 160.08’ ST = 80.08’ PI Sta 22+28.62 D L = 778.34’ T = 403.41’ R = 1,200.00’ PIs Sta 26+83.62 F Ls = 240.00’ LT = 160.08’ ST = 80.08’ PIs Sta 65+57.81 F Ls = 280.00’ LT = 186.68’ ST = 93.34’ PI Sta 75+48.93 D L = 1,774.33’ T = 897.80’ R = 4,712.00’ PIs Sta 85+18.80 F Ls = 280.00’ LT = 186.68’ ST = 93.34’ SE = 08 SE = NC SE = 05 SE = 04 SE = 08 FOR -Y4RPC- PROFILE, SEE SHEET 78 FOR -Y4RPD- PROFILE, SEE SHEET 80 PAVED SHOULDER 6 6 0 6 6 5 0 0 0 2 0 2 0 1 0 2 0 3 0 4 0 1 0 5 0 4 0 3 0 5 0 4 0 4 0 3 0 3 0 4 0 3 0 2 0 1 0 0 0 10 20 30 40 50 6 0 2 0 2 0 2 0 2 0 0 0 2 0 2 0 2 0 1 70’ INC. 0 70 8 0 1 3 6 ’ 2 4 ’ 16 ’ 2 4 ’ 3 6 ’ 4 6 ’ 4 8 ’ 3 6 ’ 2 4 ’ 4 6 ’ 4 6 ’ -L--L- -Y4CD--Y4CD- -Y4RPC- 1 0 0 8 0 2 0 3 0 4 0 5 0 6 0 7 12 ’ 40’ INC. -Y4RPD- 30’ INC. 4 ’ P .S . 4 ’ P .S . 16 ’ -Y4RPD - 10’P.S. 12’P.S. 6 5 7 0 10 15 OFFSET 82’ LT -L- STA 656+87.00 BEGIN SPECIAL MEDIAN GRADING OF GUARDRAIL PAVE TO FACE -Y4CD- TS Sta. 63+71.14 -Y4CD- SC Sta. 66+51.14 -Y4RPC- SC Sta. 12+40.00 -Y4RPC- TS Sta. 10+00.00 -L-TSSta. 659+50.30 -L-SCSta. 662+50.30 -Y4RPD- POT Sta. 10+00.00 -Y4RPD- TS Sta. 15+85.20 SIGN SUPPORT LOCATION PROPOSED OVERHEAD -Y4CD- POC Sta. 70+00.00 (12’ LT) 12’P.S. 12’P.S.12’P.S. 4’P.S. -Y4RPD- STA. 13+97.64 BEGIN -Y4RPD- PAVEMENT END -Y4CD- PAVEMENT 8:1 TAPER 4’P.S. 12’ P.S. 720’ TRANSITION 12 ’ -Y4RPD- SC Sta. 18+25.20 -L- STA 64+73.00 OFFSET 82’ LT -L- POT STA. 659+03.90 (59’ RT) GRADING END SPECIAL MEDIAN W.W. FENCE END W.W. FENCE BEGIN W.W. FENCE END W.W. FENCE BEGIN 271.52’ +28.00 -L- 229.01’ +80.00 -L- F F F C C C C C F F F F F +50.30 -L- +40.00 -L- +40.00 -Y4RPC- 141.00’ 200.00’ 230.00’ +19.18 -Y4CD- 186.19’ +25.20 -Y4RPD- 129.00’ +85.20 -Y4RPD- 142.40’ +50.30 -L- 146.64’ 205.30’ +51.14 -Y4CD- 192.75’ +00.00 -Y4RPC- 319’ +63 324’ +00 +87.87 -Y4CD- 154.71’+83.37 -Y4CD- 151.46’ 207 166 165 208 +15 240’ 230’ +40 240’ +41.00 -Y4CD- +88.90 -Y4CD- 172.72’ 150.47’ CHO RD CHO RD CHO RD CHO RD CHO RD 167 2G I 2GI 2G I 2G I 2GI 2G I 2G I 2GI 2G I-A 2G I-A 2G I-A 2GI-A FS FS FS FS FS FS FS FS FS FS FS FS JB w/M H SPRIN G BO X SPRIN G BO X G RATE 2G I W / FLA T 257 258 259 256 271 268 269 270 262 261 260 263 264 265 266 267 272 273 274 LATERAL ’V’ DITCH ( Not to Scale) Natural Ground D 2: 1 2:1 b Fill Slope 1"/Ft. DETAIL #4 b= 5 Ft. M in. D= 2 Ft. FRO M STA 18+25 TO 19+25 -Y4RPD- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 659+00 TO 661+00 -L- RT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. M ax. d= 2 Ft. M in. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 657+60 TO 663+80 -L- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #21 *When B is < 6.0’b= 5 Ft. B= 3 Ft. M ax. d= 2 Ft. M in. D= 2 Ft. Type of Liner= Class ’I’ Rip-Rap FRO M STA 663+80 TO 666+70 -L- LT 1 8 " R C P - I I I 1 5 " R C P - I I I 1 5 " R C P - I I I 8 " D IP HW HW HW 18" R C P-III 24" RCP-III 30" RCP-III 30" RCP-III 1 5 " R C P - I I I 1 5 " R C P - I I I 3 0 " R C P -I II 3 0 " R C P -IV 3 0 " RC P -IV 30" RCP-III 15" R C P-III 15 " RC P - III 30" RCP-III 15 " RC P - III 30" RCP-III 6 0 " R C P - I V 6 0 " R C P - I V 6 0 " R C P - I V 8 " D IP 8" D IP SEE DETAIL #21 W / 544 SY FF EST. 209 TO N S W / CLASS ’I’ RIP RAP LATERAL 3’ BASE DITCH 455 G RATE 2G I W /FLAT -NWCD2- BEG NOISE WALL -NWCD2- PROP. NOISE WALL T O P = 8 4 2. 1 4 I N V = 8 3 3. 9 4 T O P = 8 4 2. 2 1 I N V = 8 3 4. 6 1 T O P = 8 4 4. 4 8 I N V = 8 3 5. 0 8 1 5 " V C 15 " V C 15" V C 2SFD S S 4 8 " C H L 36"CO N C S GR W/ L T G S S C O N C W D D K SCRUB 8 8 7.9 W .E . SCRU B 1 0 GRAU-350 ATTENUATOR TYPE-350 CAT-1 CAT-1 GRAU-350 -BL-56 -BL-57 -BL-58 30’ ACCESS EASEM ENT DB 1538 PG 142 579.14’ 182.12’ 18 2 . 6 8 ’ 39.96’ 220.48’ 323.10’ 10 7. 6 3’ 50.59’ 6 7 . 7 0 ’ 2 3 9 . 9 2 ’ 8 0 . 4 1’ 115 . 3 5 ’ 18 6 . 6 3 ’ 18 1. 5 7 ’ 989.18’ 994.04’ EIP EIP EIP 817.03’ GROUP GGK, LLC GLENN D. HART 1307.53’ FAYE G. PEDDYCORD REX L. PEDDYCORD DB 1489 PG 797 DB 1634 PG 2372 DB 2143 PG 3750 DB 2356 PG 43 DB 2112 PG 146 BETSY GORDON BOBBY F. GORDON DB 1477 PG 1552 KENNETH ANDREW HOLDER DB 1489 PG 797 F O R S Y T H C O U N T Y C I T Y O F W I N S T O N - S A L E M 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 2 0 ’ S A N IT A R Y S E W E R E A S E M E N T 14 7 . 5 7 ’ + 4 0 . 6 4 2 8 8 . 2 4 ’ + 4 0 . 19 DB 1177 PG 1598 D B 2 7 7 4 P G 0 6 8 8 C H E R Y L A. M Y E R S E R I C Z . M Y E R S DB 2909 PG 2299 JOHN E. CRUTCHFIELD REBECCA WHITLEY LADD CHARLES SPENCER LADD JR. & W IFE 60.47’ 8 8 . 0 8 ’ 250.05’ STA 669+00 -L- RT EN D SHO ULDER BERM G UTTER CO NN ECTO RS AND RO D AN D LUG 15" CSP W / 2 ELBO W S W / ELBO W 30" CSP EST 50 SY FF EST 26 TO N S RIP RAP CLASS ’I’ SEE PRO FILE FO R GRADE SPECIAL DITCH G RADE SEE PRO FILE FO R G RADE SPECIAL DITCH G RADE W / 313 SY FF EST. 125 TO NS CLASS ’I’ RIP RAP EST. DDE 170CY SEE DETAIL#25 TAIL DITCH CO NN ECTO RS AN D RO D AN D LUG 15" CSP W / 2 ELBO W S EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ STA 671+50 TO 674+00 -L- LT BERM DITCH STA 671+50 - 672+50 -L- LT BERM DITCH 30" GRATE 2GI W /FLAT CO NN ECTO RS AND RO D AN D LUG 15" CSP W /2 ELBO W S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 8 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 18U-2579B M A T C H L I N E - L - S T A. 6 6 8 + 1 7 S H E E T 1 7 M A T C H LIN E - L- S T A . 6 8 1+ 0 4 S H E E T 1 9 L FOR -L- PROFILE, SEE SHEET 41 NOTE : PI Sta 669+49.81 D L = 1,388.36’ T = 699.51’ R = 4,595.00’ PIs Sta 677+38.67 F Ls = 300.00’ LT = 200.01’ ST = 100.01’ PIs Sta 661+50.31 F Ls = 300.00’ LT = 200.01’ ST = 100.01’ Y4CD PIs Sta 85+18.80 Ls = 280.00’ LT = 186.68’ ST = 93.34’ F PI Sta 75+48.93 L = 1,774.33’ T = 897.80’ R = 4,712.00’ D PI Sta 92+21.85 L = 752.53’ T = 376.39’ R = 12,000.00’ D PIs Sta 87+98.80 F Ls = 140.00’ LT = 93.33’ ST = 46.67’ SE = 04 SE = 05 FOR -Y4CD- PROFILE, SEE SHEET 64-65 PAVED SHOULDER 6 7 0 6 7 5 6 8 0 0 5 0 5 0 2 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 3 0 4 0 2 0 2 0 4 0 4 0 3 0 3 2 4 ’ 3 6 ’ 4 8 ’ 3 6 ’ 2 4 ’ 4 6 ’ 3 6 ’ 4 8 ’ 4 6 ’ -L- -L- -Y4CD- 60’ INC. - L - C S S t a . 6 7 6 + 3 8 . 6 6 - L - S T S t a . 6 7 9 + 3 8 .6 6 10’P.S. 12’P.S. 7 5 8 0 8 5 - Y4 C D - C S S t a . 8 4 + 2 5 .4 6 OFFSET 82’ LT -L- STA 668+93.00 GRADING END SPECIAL MEDIAN OF GUARDRAILPAVE TO FACE 12’P.S. 12’P.S. 12’ P.S. 4’P.S. 8:1 TAPER END -Y4CD- PAVEMENT -Y4CD- STA. 85+65.67 BEGIN -L- PAVEMENT 10’ P.S.720’ TRANSITION 4’P.S. 8:1 TAPER W .W . F E NCEBEGIN C C C C F C C +38.66 -L- +38.66 -L- +63.95 -L- +53.19 -L- 265.00’ 200.00’ 321.16’ 269.56’ 193.51’ +25.46 -Y4CD- 208 953 953 +25.00 -L- +00.00 -L- 230.00’ 330.00’ CH O RD CHO RD CHORD CH O RD CH O RD CHO RD CHO RD CHO RD CHO RD 2G I 2GI 2GI 2G I 2GI 2GI 2G I 2GI 2G I 2GI 2GI 2GI 2G I-A 2GI-A 2G I-A 2GI-A 2G I-A 2GI-A FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS G RATE 2G I W / FLAT G RATE 2GI W / FLAT 277 278 279 275 276 283 282 281 280 284 285 286 287 288 289 290 291 292 293 294 Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #25 *W hen B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 4 Ft. M ax. d= 3 Ft. M in. D= 3 Ft. FRO M STA. 667+88 TO 669+14 -L- RT 276A 30" RCP-III 30" RCP-III 1 5 " R C P - I I I 4 8 " R C P - I I I 48" RCP-III 15" RCP-IV 42" RCP-III 3 0 " R C P - I I I 3 0 " R C P - I I I 36" RCP-III 1 5 " R C P - I I I 1 5 " R C P - I I I 30" RCP-III 1 5 " R C P - I I I 1 5 " R C P - I I I 1 5 " R C P - I I I 24" RCP-III 15 " R C P - III 15 " RC P - III 15 " RC P - III 18" RCP-III SEE SHEET 2-TT PSH 457 2O TCB 456 114889.11 *E L3401 115873.00 * B L3401 116873.59 *E L3401 117888.96 * B L3401 118888.81 *E L3401 119877.95 * B L3401 120877.53 *E L3401 121887.81 * B L3401 122882.06 *E L3401 134871.65 125906.94 126893.02 129873.38 130870.41 * B L3401 131870.50 132873.00 *E L3401 133869.69 SOIL 60" W D PEACH TREE M EADOW S CIRCLE -NWCD2- PROP. NOISE WALL -NWCD2- END NOISE WALL T OP=841.77 IN V=832.27 15 " V C LOCATION APPROX.16" DI CAT-1 G RAU 350 TL-3 TYPE B-77 -BL-59 -BL-60 -BL-61 6 26.55’ 1150.09’ 185.0 0’ 380.58’ 256.30’ 208.73’ 1145.44’ GLENN D. HART 254.67’ DB 2112 PG 146 FO RSY TH CO U N TY CITY O F W IN STO N -SA LEM 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 18 1.6 1’ + 3 9.0 0 330.63’+60.32 D B 2 7 7 4 P G 0 6 8 8 C H E R Y L A. M Y E R S E RI C Z. M Y E R S DB 2909 PG 2299 JOHN E. CRUTCHFIELD DB 2937 PG 4418 CHRISTOPHER M. CLOER KRISTIN R. JESSUP D B 2 9 13 P G 2 2 7 8 C H RIS T Y F AIT H N O L A N C H A N NI N G V. B A L L E W D B 2 8 7 5 P G 13 3 6 J O N A T H A N A. M A R S H D B 2 9 14 P G 18 5 2 J A M E S G. P E C H E J R L EI G H A. P E C H E D B 3 0 2 6 P G 0 0 7 5 T E R R A N C E E V E R E T T E R A Y M O N D V A U G H A N D B 2 7 8 3 P G 4 2 5 8 G A N E S H W A R D. S HI W C H A R R A N D B 2 8 11 P G 113 0 P H Y L LIS J. F R A N K S M A RI O N A. F R A N K S D B 2 8 5 0 PG 3571 M A R VI N SLADE V A L O RI E L. SLADE DB 2974 PG 2439 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT DB 2974 PG 2439 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT 102 12 0 .3 7 ’ 110.7 7’ 110.7 7’ 119.9 7’ 119.9 3’ 119.8 9’ 12 0.17’ 12 0.12’ 59.79’ 65.16’ 60.00’ 55.00’ 65.05’ 131.85’ 60.00’ PG 2847DB 2688 HOLDEN M . SIZEM O RE ANDREW S. M A NGIA CA PRE A ND DB 2795 PG 4359 60.00’ EIP EIP EIP EIP EXISTING R/W STA 692+33 -L- RT EN D SHO ULDER BERM GUTTER STA 687+90 -L- LT BEGIN SHO ULDER BERM G UTTER STA 690+50 -L- LT EN D SHO ULDER BERM GUTTER STA 688+00 -L- RT REVISE FILL SLO PE 2.75:1 CO N NECTO RS AN D RO D AND LUG 15" CSP W / 2 ELBO W S CO NN ECTO RS AND RO D AN D LUG 18" CSP W / 2 ELBO W S CO NN ECTO RS AND RO D AN D LUG 15" CSP W / 2 ELBO W S EST 108 SY FF EST 51 TO NS RIP RAP CLASS ’I’ EST 8 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 108 SY FF EST 51 TO NS RIP RAP CLASS ’I’ SEE DETAIL#31 RO CK FILL IN PO ND SEE DETAIL#31 RO CK FILL IN PO ND SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE W / ELBO W 42" CSP STA 686+50 -L- RT BEG IN SHO ULDER BERM GUTTER DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 1 9 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 19U-2579B M A TC H LIN E - L- S T A . 6 8 1+ 0 4 S H E E T 18 Y4CD PIs Sta 85+18.80 Ls = 280.00’ LT = 186.68’ ST = 93.34’ F PI Sta 75+48.93 L = 1,774.33’ T = 897.80’ R = 4,712.00’ D PI Sta 92+21.85 L = 752.53’ T = 376.39’ R = 12,000.00’ D NOTE : FOR -L- PROFILE, SEE SHEET 41-42 PIs Sta 87+98.80 F Ls = 140.00’ LT = 93.33’ ST = 46.67’ SE = NC FOR -Y4CD- PROFILE, SEE SHEET 65 PAVED SHOULDER 6 8 5 6 9 0 6 9 5 0 2 0 2 0 1 0 1 0 2 0 2 70’ INC. 0 1 0 1 0 0 0 0 3 6 ’ 2 4 ’ 4 8 ’ 4 8 ’ 4 8 ’ 3 6 ’ 4 6 ’ 2 4 ’ 4 6 ’ -L- -L- -L- -Y4CD- 0 0 0 1 0 2 - L - T S S t a . 6 9 3 + 5 2 .9 8 END TIP PROJECT U -2579B BEGIN TIP PROJECT U -2579AB -L- POT STA. 692+32.98 12’P.S. 12’P.S. 12’P.S. 9 0 9 5 - Y4 C D - S C S ta . 8 8 + 4 5 .4 6 - Y4 C D - S R S S ta . 8 7 + 0 5 .4 6 SIGN SUPPORT LOCATION PROPOSED OVERHEAD 8:1 TAPER 12’P.S. 12’P.S. -Y4CD- PT Sta. 95+97.99 W.W. FENCE END USE FOR ON-SITE MITIGATION DE-WATER F F F F F C C C C C F C F +52.98 -L- 200.00’ 141.00’ +33.00 -L- 200.00’ +45.46 -Y4CD- 210 211 212 +30.00 -L- +33.00 -L- 500.00’ 500.00’ +50.00 -Y4CD- 141.00’ 219 220 220 220 221 222 200.00’ 200.00’ +15.00 -L- +25.00 -L- 245.00’ 200.00’ CHO RD O N PL -L- O N PL -L- 2GI 2GI 2GI 2G I 2G I 2G I BDO 2G I-A FS FS FS FS FS HW FS FS 2G I FS GRATE 2G I W / FLAT G RATE 2G I W / FLAT G RATE 2G I W / FLAT G RATE 2G I W / FLAT Earth Fill Rock Fill To Berm Proposed 2:1 10.0’ 1. 5 : 1 ( Not to Scale) ROCK FILL IN POND DETAIL #31 Elev.= 850.0 845.7 N.W.S. Elev.= NG 295 296 297 298 299 300 305 301 302 303 304 306 307 308 STA. 687+90 TO 688+98 -L- RT 18 " R C P - III 18" RCP-III 18 " RC P - III 42" RCP-IV 42" RCP-IV 15" RCP-IV 15 " RC P - IV 15 " RC P - IV 7 2 " RC P-V 7 2 " RC P -V 18 " RC P - III 18 " R C P - IV SEE SHEET 2-TT PSH 620 S DA M CONC/ROCK G R S 617 618 CONC 1SBKD S B SOIL 3S ELEC W . E. = 845.7’ POND W . E. = 860.9’ POND 110 111 112 GRAU-350 GRAU-350 CAT-1 -BL-62 4 2.2 5’ 20 8.6 9’ DB 1709 PG 1194 729.69’ DB 2673 PG 1185 DB 2673 PG 1182GLENDA JUNE COCKERHAM PATTY W EAVIL MABE 735.24’ 662.0 2’ 4 2.2 5’ 4 2.2 5’ 206.35’ 156.74’ + 73.37 10’ A C C ES S E A S E M E N T D B 954 P G 8 40.00’ P B 13 P G 203 40’ S T R E E T EIP EIP EIP E XIS TI N G R/ W E XIS TI N G R/ W 2.00’ N 04 17’42" E 185.91’ N 86 32’30" W 10 24.90’ N 86 32’30" W 249.34’ N 04 07’49" E 29.42’ N 04 07’49" E 7.30’ N 04 07’49" E N 03 53’15" E 638.93’ S 88 39’18" E 255.00’ S 00 06’18" E 205.32’ N 04 11’08" E 39.29’N 04 11’08" E 426.10’ EIP T O C O R R/ W T O C O R 429.09’ 600.00’ S 04 21’00" W 302.59’ PB 13 PG 203 DB 1029 PG 918 DB 954 PG 8 DB 1006 PG 551 DB 954 PG 8 DB 937 PG 28 DB 1211 PG 125 DB 1257 PG 1282 CHARLES JERRY HART CHARLES JERRY HART W ANDA L. BOOTH BOBBY LEE M OORE CHARLES JERRY HART FRANCIS L. M ANUEL BILLIE M ANUEL 12.58’ EIP TO CO R 10.58’ COR TO CO R DB 1250 PG 444 DB 0954 PG 0008 SANDRA B. HART CHARLES JERRY HART PB 9 PG 98 DB 3096 PG 1416 KATHRYN GRAY M OTSINGER JONAH RAY M OTSINGER JR S 0411’01" W 302.80’ M A RCIA S W EA V IL RA N DY NELSO N W EA V IL & W IFE M ARCIA S. W EAVIL RANDY NELSON W EAVIL & W IFE SILL REM O VE REM O VE G RATES N ARRO W SLO T REM O VE REM O VE REM O VE REM O VE W / FLAT G RATE N ARRO W SLO T REM O VE STA 22+75 -Y1- RT BERM G UTTER BEG IN SHO ULDER W / ELBO W 24" CSP CO N NECTO RS AN D RO D AND LUG 15" CSP W / 2 ELBO W S 2@ 7’x6’ RCBC STA 18+50 -Y1- LT BEGIN SHO ULDER BERM G UTTER REM O VE EST 11 SY FF EST 3 TO N S RIP RAP CLASS ’B’ EST 28 SY FF EST 11 TO NS RIP RAP CLASS ’B’SEE DETAIL#19 SPECIAL 2’ CUT BASE DITCH SEE DETAIL#6 TO E PRO TECTIO N EST. DDE=24CY SEE DETAIL#18 HEAD DITCH SEE DETAIL#12 W / 432 SY FF EST. 165 TO N S W / CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH SEE DETAIL#12 W / 300 SY FF EST. 114 TO N S W / CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH SEE DETAIL#3 W / 397 SY FF EST. 151 TO NS W / CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH S T A 2 4 + 0 0 - Y 1 - LT E N D S H O U LD E R B E R M G U T T E R DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 0 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 PI Sta 16+19.17 R = 8,000.00’ L = 438.23’L = 438.23’ T = 219.17’ D D PI Sta 20+57.40 T = 219.17’ R = 8,000.00’ FOR -Y1- PROFILE, SEE SHEET 43 FOR -Y7- PROFILE, SEE SHEET 92 D 20U-2579B M A TC H LIN E - Y1- S TA . 2 3 + 6 5 S H EET 5 -Y1- SE = NCSE = NC RO = 0RO = 0 FOR -DR1- PROFILE, SEE SHEET 93 FOR -DR2- PROFILE, SEE SHEET 93 FOR -DR3- PROFILE, SEE SHEET 93 PI Sta 10+14.44 L = 28.79’ T = 14.44’ R = 150.00’ -DR1- NOTE: PI Sta 12+30.02 D L = 452.17’ T = 230.02’ R = 1,000.00’ PI Sta 16+82.19 D L = 452.17’ T = 230.02’ R = 1,000.00’ -Y1DET- PAVED SHOULDER 10 15 2 0 10 -Y7- POT Sta. 10+00.00 10 -Y7- POT Sta. 12+30.57 10 -DR2- POT Sta. 10+00.00 -DR2- POT Sta. 11+90.74 -DR3- POT Sta. 10+00.00 - Y7 - D R 3- - -DR1- POT Sta. 11+02.70 -DR 1 - -Y1-PRCSta. 18+38.23 -Y1-PCSta. 14+00.00 PC Sta. 10+00.00 -DR1- PT Sta. 10+28.79 -DR1- BEGIN CONSTRUCTION -DR3- POT Sta. 11+72.16 -Y1- POC Sta. 17+44.58 -Y1- POC Sta. 18+88.07 2 4 ’ MAT C H E X IS T ING 100’ TAPER -Y1- 4’P.S. 4’P.S. 0 1 0 2 0 1 0 2 20 FT 20 FT 2 0 .0 0 + 18’ 12’ 8’ 8’ 8’ 10’ 10’ MATCH EXISTING 02 02 01 00 30’ R 30’ R TAPER 8:1 18 ’ 2 4 ’ GUARDRAIL FACE OF PAVE TO 18’ -Y1-POTSta. 10+00.00 BEGIN CONSTRU CTION 675’ MEDIAN TRANSITION RT. SIDE 675’ MEDIAN TRANSITION LT. SIDE 2 4 ’ 2 4 ’ 2 4 ’ 3 6 ’ 15 ’ 3 ’ 550’ TRANSITION LT OUTSIDE LANE 12 ’ 400’ TRANSITION RT OUTSIDE LANE 20’R 20’R 10’R 15’R 15’R15’R 15’ R 7.5’ R 7.5’ R 15’ R D R 2 - - TAPER 8:1 PAVEMENT MARKINGS -Y1- STA. 14+32.71 BEGIN MEDIAN -Y1- STA. 21+71.59 8.5’ R -Y1-PT Sta. 22+76.47 10’ INC 02 01 00 01 02 10’ INC END PAVEMENT MARKINGS BEGIN RAISED GRASS MEDIAN 10 1 5 2 0 -Y1DET- PT Sta. 19+04.35 -Y1DET- -Y1DET- PRC Sta. 14+52.17 -Y1DET- PC Sta. 10+00.00 -Y1- POT Sta.11+88.83 END CONSTRUCTION -Y1- POC Sta.22+31.99 -Y7- POT Sta.13+93.72 END W.W. FENCE BEGIN W.W. FENCE F F F F F F F C C C C C F F F F C C + 7 2 . 8 8 - Y 1 R P A - 93.63’ +37.00 -Y1- +53.00 -Y1- 135.00’ +00.00 -Y7- 133.72’ +76.47 -Y1- 125.00’ +00.00 -Y1- 125.00’ 53.93’ 49.16’ +00.00 -Y1- 31.03’ +00.00 -Y7- 5B 6 8 9 10 7 +55 75’ 49.23’ 10+00.00 75.00 85.00’ +93.00 -Y1- +62.00 -Y1- 125.00’ 236.00’ 261.00’300.00’ 325.00’ -Y1-+54.00 -+30.00 -Y1- 44.00’ 28.97’ +40.00 -Y1- 149.00’ +37.00 -Y1- 109.00’ +00.00 -Y1- 116.00’ 100.84’ 30.58’ 50.00’ +00.00 -Y7- +70.00 -Y1- BEG. C/A +62.22 -Y1- BEG. C/A 1 1A 2 3 3A 4A 5C 5A 5 9 2G I 2GIBDO 2G I HW 2G I 2GI W / FLAT GRATE 2G I N ARRO W SLO T W / FLAT GRATE 2GI N ARRO W SLO T 309 310 311 312 313 314 315 320 319 316 317 318 Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. M in. D= 2 Ft. FRO M STA 10+65 TO 12+90 -Y7- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 23+00 TO 26+00 -Y1- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *W hen B is < 6.0’b= 5 Ft. B= 2 Ft. M ax. d= 2 Ft. M in. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 19+35 TO 21+80 -Y1- RT FRO M STA 22+90 TO 24+60 -Y1- RT Natural Ground 2: 1 D Slope Ditch Front B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or DETAIL #19 B= 2 Ft. M in. D= 2 Ft. FRO M STA 17+00 TO 19+00 -Y1- RT B Natural Natural Ground Ground3:1 3: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #18 B= 2 Ft. M in. D= 2 Ft. FRO M STA. 11+31 TO 11+51 -Y1- RT EST. 3 TO NS CLASS ’B’ RIPRAP 309A 24" RCP-III 24" RCP-III 2 4 " RC P - III 15" 15" 24" 2 4 " 15" RCP-IV 15" RCP-IV 15 " RC P - IV 36" RCP-III SEE SHEET 2-TT PSH T OP=888.34’ T OP=891.09’ T OP=889.33’ T OP=888.34’ T OP=891.09’ T OP=889.33’ IN V=879.53’ IN V=881.74’ IN V=880.69’ FES 18" RCP 18" RCP DI 18" RCP MTL W D DK 36" CMP W/LT 18" RCP W/LT 1 0 ’ B S T 2SFD W BK W ALL W/LT 48" CONC 2SBKD BK WALL S 48" WD S HT R W/LT 12" RCP G R 2SFD S S W/LT WD WALL 15" RCP 1SFD S GR W/LT W/LT S 1SFD W/LT MTL M T L W/LT W/LT S R 2 6 6 5 E S T H E R LN 18 ’ B S T S 15 " R C P 12 ’ CONC 4 8 " C O N C 2SBKD 5’ X 5’ CONC 12" RCP BST B S T IN A LN BST W 3 6 " C O N C 2SFD C O N C B S T W W G R S W W 48" CONC W D US 158 BST US 158 BST T T T 8" DI 8" DI 8" DI 12 " S T 12 " S T 12 " S T 12" ST 6 " D I 6 " D I (A T U R ) G R AU - 3 5 0 G R A U - 3 5 0 CAT-1 GRAU 350 -BY1-501 CUL1 CUL2 CUL3CUL4 1- 5 X 5 B A R R E L CE1 HW1 HW2 CE2 DI 36" CMP 18 " R C P 18 " R C P 12" RCPFES 18 " R C P REBECCA ANN FREEMAN 14.30’ 4 9 0 .7 3 ’ E IP T O C O R 4 9 0 .9 5 ’ R / W T O C O R 424.17’ EIP T O C O R 423.88’ R/ W T O C O R 15 0 .0 0 ’ EXISTING R/W EXISTING R/W 85.22’ 205.56’ 544.49’ 219.56’ EIP T O C O R 218.87’ R/ W T O C O R 112.76’ 159.96’ 16 4.6 1’ EIP T O C O R 16 3.7 9’ R/ W T O C O R 179.98’ EIP T O C O R 178.91’ R/ W T O C O R M ARY ANN PHILLIPS WAYNE E. PHILLIPS, JR. 136.28’ 103.64’ R=55.00’ R=55.00’ L=124.80’ L=128.78’ 24.88’ EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 182.35’ FRANCES B. WHICKER JAMES N. W HICKER MEARILEASE HARDY, TRUSTEES RAMOND F. HARDY 10 0 .0 0 ’ 113.56’ 86.86’ 5 3 8.6 9’ 411.99’143.98’243.11’ 206.45’ 31.08’ 1 6 3 . 7 3 ’ E I P T O C O R 1 6 3 . 2 2 ’ R/ W T O C O R E X IS T IN G R / W E X IS T IN G R / W 60.00’ 60.00’ E X IS T IN G R / W E X IS T IN G R / W 273.83’ DB 2075 PG 1238 PB 31 PG 167 DB 1953 PG 2287 DB 2075 PG 1235 DB 2261 PG 3390 JACQUELINE CUSTER TERRY K. CUSTER DB 2390 PG 4804 PB 27 PG 138 DB 2265 PG 3656 DB 1391 PG 1557 PB 33 PG 197 DB 2487 PG 3598 REBECCA C. STRAUSS KEITH E. STRAUSS JACQUELINE CUSTER TERRY K. CUSTER PB 33 PG 197 DB 2487 PG 3598 M ARSHALL S. BROWN M ARY M YERS JAM ES R. M YERS, III M ARY B. M YERS JAM ES R. M YERS III & PB 31 PG 167 PB 27 PG 138 DB 1585 PG 1013 TOW N OF W ALKERTOW N T O W N OF W A L K E R T O W N TOWN OF WALKERTOWN FORSYTH COUNTY F O RS Y T H C O U N T Y FORSYTH COUNTY EIP EIP EIP 19.56’ TOWN OF WALKERTOWN FORSYTH COUNTY 84.12’ +13.75 109.48’ +14.49 125.20’ +45.18 128.56’ +58.01 4 9 .18 ’ + 6 7 .19 S 5 0 0 9 ’3 6 " E 3 0 6 .17 ’ S 5 0 0 9 ’3 6 " E 2 6 8 .8 4 ’ S 5 0 0 9 ’3 6 " E 19 4 .14 ’ 117.00’ 93.37’ PUBLIC UTILITY EASEMENT 25’ PRIVATE ACCESS & 286.47’ 496.83’ (EIP TO COR) EIP EIP EASEMENT 25’ PRIVATE SEWER SEWER EASEMENT APPROX. LOCATION 20’ 395.12’ S 8923’54" E JAMIE REYNOLDS WILLIAM REYNOLDS & ADRIANNE STYERS ROBERT DWYERS & KERI MAULDIN VAN MAULDIN & PB 52 PG 98 DB 2787 PG 3756 PB 52 PG 98 DB 2921 PG 2783 PB 52 PG 98 DB 2787 PG 3764 ROBERT REYNOLDS AS PER PB 52 PG 98 10’ UTILITY EASEMENT (PRIVATE) NEGATIVE ACCESS & AS PER PB 52 PG 98 10’ UTILITY EASEMENT (PRIVATE) NEGATIVE ACCESS & PB 52 PG 98 DB 2787 PG 3772 KRYSTAL R. W OOD DB 2899 PG 1798 REDUS GREENSBORO SUBDIVISIONS, LLC ROBINS WALK SUBDIVISION HOM EOW NERS ASSOCIATION INC. DB 3033 PG 1533 S 8923’54" E 96.91’ S 8923’54" E 28.76’ N 2437’08" W 45.67’ N 2437’08" W 142.72’ N 3428’07" E 28.48’ N 3428’07" E 94.83’ N 3735’26" E 85.27’ N 3735’26" E 66.04’ N 3735’26" E 58.49’ S 4 1 3 6 ’4 8 " E 4 8 .5 6 ’ N 5 0 2 8 ’5 0 " W 116 .9 4 ’ SONNY BOUTDAVONG PB 59 PG 82 DB 3083 PG 3647 N 5 0 2 8 ’5 6 " W 114 .8 3 ’ WA D E J U R N E Y H O M E S , IN C . P B 5 9 P G 8 2 D B 3 0 7 6 P G 5 2 9 10.0’ PUBLIC UTILITY EASEMENT N 6 0 0 5 ’ 3 6 " W 119 . 8 7 ’ 25.00’ 2 5 . 0 ’ P E D E S T R I A N A C C E S S E A S E M E N T N 7 3 1 8 ’ 1 5 " W 1 3 2. 4 0 ’ S 5 2 3 0 ’0 2 " W 1 1 5 . 6 2 ’ EASEMENT 10.0’ PUBLIC UTILITY 10.0 0’ W A D E J U R N E Y H O M E S , IN C . P B 5 9 P G 8 2 D B 3 0 9 2 P G 5 2 7 W A D E J U R N E Y H O M E S, I N C. 5 0 .0 0 ’ EXISTING R/W EXISTING R/W P B 5 9 P G 8 2 D B 3 0 6 7 P G 2 9 0 1 W A D E J U R N E Y H O M E S, I N C. P B 5 9 P G 8 2 D B 3 0 7 6 P G 5 2 9 W A D E J U R N E Y H O M ES, INC. P B 5 9 P G 82 D B 3 0 7 6 P G 529 10.0’ PUBLIC UTILITY EASEMENT 2 0 . 0 0 ’ 20.0’ SANITARY SEWER EASEMENT 20.00’ E A S E M E N T 2 0 . 0 ’ S A N I T A R Y S E W E R 2 0.0 0’ EA SEM EN T 20.0’ SA N ITA RY SE WER E A S E M E N T 2 0. 0 ’ S A N IT A R Y S E W E R STA. 45+00 -Y4- RT END SHO ULDER BERM G UTTER REM O VE REM O VE PLUG CO NN ECTO RS AND RO D AN D LUG 15" CSP W / 2 ELBO W S EST 5 SY FF EST 1 TO N S RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 1 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 21U-2579B M A T C H LIN E - Y 1 - S T A . 4 4 + 0 0 S H E E T 5 PI Sta 50+83.87 L = 438.23’ T = 219.17’ R = 8,000.00’ D PI Sta 46+45.64 L = 438.23’ T = 219.17’ R = 8,000.00’ D -Y1- SE = NC SE = NC RO = 0 RO = 0 PI Sta 43+10.02 D L = 450.07’ T = 228.91’ R = 1,000.00’ PI Sta 47+59.46 D L = 448.86’ T = 228.28’ R = 1,000.00’ -Y1DET- -Y1DET- FOR -Y9- PROFILE, SEE SHEET 92 NOTE: FOR -Y1- PROFILE, SEE SHEET 44 -Y9- PI Sta 11+43.68 D L = 118.54’ T = 62.56’ R = 150.00’ PAVEMENT TO BE OBLITERATED PAVED SHOULDER 4 5 5 0 5 5 -Y1-PCSta. 44+26.47 -Y1-PRCSta. 48+64.70 -Y1-PTSta. 53+02.93 -Y1- -Y1- SR 2405 OLD BELEWS CREEK RD 6.2 m BST US 158 28’ BST 2 4 ’ 2 4 ’ 2 4 ’ 100’ TAPER 675’ MEDIAN TRANSITION LT. SIDE 3 6 ’ 675’ MEDIAN TRANSITION RT. SIDE 500’ TRANSITION RT OUTSIDE LANE 500’ TRANSITION LT OUTSIDE LANE END PAVEMENT MARKINGS -Y1- STA. 49+00.00 PROP. PAVEMENT MARKINGS 2 4 ’ -Y1-POT Sta. 54+00.00 END CONSTRU CTION 45 - Y 1D E T - -Y1DET- PRC Sta. 45+31.18 -Y1DET- PT Sta. 49+80.05 -Y1- POC Sta.51+09.25(4.18LT) W.W. FENCE END BEGIN W.W. FENCE 10 -Y9- POT Sta. 14+60.24 - Y 9 - -Y1- Sta. 52+25.00 05 04 03 02 01 02 03 020100 01 00 03 GRADE TO DRAIN OBLITEREATE AND -Y9- PC Sta. 10+81.12 -Y9- PT Sta. 11+99.66 -Y9- Sta. 10+00.00 R= 50’R= 50’ 24’ RT & LT100’ TAPER TO EXISTEND CONSTRUCTION -Y9- POT Sta. 13+00.0024’EXIST C C C F F C C F C F C C C C C C C C F F F 94.94’ 55.15’ 12 4 +00.00 -Y1- 245.00’ +13.00 -Y1- 120.00’ 78.00’ +30.00 -Y1- 50.00’ 30.00’ 30.00’ 60.00’ +20.00 -Y9- +20.00 -Y9- +90.00- Y9- 64.01’ 60.00’ +50.00 -Y9- 99.38’ +85.00 -Y9- 53.36’ +80.00 -Y1- 30.00’ 74.49’ +95.21 -Y1- +00.00 -Y9- +23.00 -Y1- EN D C/A +23.00 -Y1- END C/A 226 FS FS P SLO T GRATE 2GI W / N ARRO W SLO T G RATE 2GI W / NARRO W SLO T G RATE 2GI W / NARRO W SLO T GRATE 2GI W / N ARRO W FLAT G RATE 2GI W / N ARRO W SLO T 58 321 322 323 324 15" RCP-IV 15" RCP-III 1 8 " R C P - I I I 1 5 " R C P - I I I TOP=855.76 INV=843.66 TOP=856.57 INV=842.67 TOP=857.65 INV=842.15 TOP=854.00 INV=841.00 TOP=848.07 INV=838.77 TOP=850.06 INV=841.56 TOP=856.32 INV=848.62 TOP=847.43 INV=834.73 TOP=842.60 INV=830.10 TOP=843.39 INV=829.19 16 " D I 16" D I 12" DI 12" DI12" D I 12" VC CHANGE IN MATERIAL APPROX . LOCAT ION OF 8" VC8" DI SHRUB CONC H W CONC H W 15" RCP B 55 GR 18" CLAY 36 15" RCP B K WA LL 35 34 3839 HTR 37 R D G R 40 B S T C U R B B S T C U R B 41 42 S CREEK BOTTOM BOTTOM IS NATURAL W 3-7’ X 11’ CONC 15 " RC P 18" RCP SR 2405 OLD BELEWS RD 19’ BST S S S S S SS36" CONC 2S B K D 15" CMP15" C MP G U Y MTL 18" RCP S CO N C1SFDWD W /LT B ST C O N C S M TL MTL 15" RCP F R AN K LIN F AR M S 1SFBUS S15" RCP GR 1SFD CONC S SGR 18" R C P GR GR C O N C WA L L ISLC O NC G A T E M T L W S OI L JB US 158 BST US 158 BST T T T 12" DI 12" DI CAT-1 GRAU-350 -BY2-506 -BY10-502 18" R C P 15" RCP 15 " RC P 1 8 " R C P 3-7X 11 B A R R ELS CUL1 CUL2 CUL3 CUL4 CUL5 CUL6 CE1 18" CLAY HW1 CUL7 CUL8 CUL9 CUL10 CUL11CUL12 CE2 HW2 C R EEK B O TTO M B O TTO M IS N A TU R A L CONC H W CONC H W A P P R O X J B 863.10 EIP EIP EIP EIP EIP EXISTING R/W EXISTING R/W DB 2333 PG 3048 DB 1889 PG 1126 DB 2466 PG 1003 DB 1809 PG 3712 DB 983 PG 526 DB 2105 PG 4144 DB 573 PG 367 DB 107 PG 246 DB 2124 PG 2239 DB 2226 PG 1302 DB 573 PG 367 DB 107 PG 246 DB 2124 PG 2239 DB 2226 PG 1302 DB 520 PG 97 DB 843 PG 125 DB 2703 PG 4233 DB 2686 PG 2459 DB 2817 PG 1752 DB 2589 PG 4046 REM O VE REM O VE DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 2 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 22U-2579B M A T C H LIN E - Y2 - S TA . 15 + 6 1 S H E E T 7 PI Sta 14+90.64 L = 587.59’ R = 758.00’ T = 309.45’ D -Y2- SE = .08 RO = SEE PLANS NOTE : FOR -Y2- PROFILE, SEE SHEET 49 PAVED SHOULDER 10 0 4 0 4 0 4 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 2 4 ’ 2 4’ M A T C H E XIS TI N G 24’ INC BEGIN CONSTRU CTION -Y2-POTSta. 10+00.00 -Y2- -Y2-PCSta. 11+81.19 TO EXIST 50’ TAPER TO EXIST 50’ TAPER 2’ P.S. 2’ P.S. 2’ P.S. SR 2385 W ALKERTOW N / GUTH RIE RD 23’ BST 2’ P.S. 10’R10’R 10’ R F F C C C C C +00.00 -Y2- +00.00 -Y2- +81.19 -Y2- +81.19 -Y2- 17 19 20 21 67.00’ 42.00’ 29.19’ 65.00’ 42.00’ 30.81’ 67.00’ 42.00’ + 5 0 . 0 0 - Y 2 - E N D C / A 42.00’ 28 325 L A T E R A L ’ V ’ D I T C H D E T A I L # 4 15" 15" 1SBKD POOL 15" CMP 18" RCP 15" RCP 4 " HDPE 15" RCP FES 64 65 66 67 68 S R 2 4 0 7 MOR R IS R D 2 0 ’ B S T 18" RCP 30" C&G 18" RCP 69 L T L T L T 12" RCP BST GR 70 71 12" RCP 72 1SBKD 2SBKD SR 2504 K INGS GATE DR 20 ’ BST 73 74 75 76 77 78 79 15" RCP 15" RCP 80 36" CONC G R JB FES 30" C&G BST B S T B S T DI 15 " R C P 15" RCP DI C B DI DI DI S W/ L T 72" C O N C 84" CONC W/ L T W/ L T 48" CONC S 2 S F D 15 " R C P G U Y 3 0 " C & G 3 0 " C & G 3 0 " C & G CONC G R G R W D P O S T S W D P OS TS 4 8 " C H L W/ L T 36" CONC 12’ C O N C 3 0 " C & G W/ L T S 2SBKD 48" CONC 2 3’ C O N C WD DK W / L T L T 2 S F D G R 7 2 " C O N C H D P E 4" C O V E R M T L W/ L T W/ L T 48" CONC G A T E M T L G A T E M T L G A T E M T L L T L T L T L T L T L T L T L T T T T T T T 8" DI 8" DI 8" DI 8 " D I 8 " D I -BY3-507 -BY3-508 -BY4-512 DI 18" RCP POSSIBLE JB 15" C M P 15 " R C P 15" RCP FES 15" RCP DI C B 15" RCP 4 " H D P E DI DI DI 4 " HDPE BAPTIST CHURCH GOSPEL LIGHT ROBERT W. BIBY 937.54 188.73’ B A P T IS T C H U R C H G O S P E L L IG H T BAPTIST CHURCH GOSPEL LIGHT M ARGARET B. BIBY ROBERT W. BIBY LOUISE BEESON BIBY ROBERT W AYNE BIBY 6 0. 0 0’ E X IS T IN G R / W 60.00’ 6 0. 0 0’ DB 1588 PG 1492 DB 1302 PG 145 DB 2044 PG 3201 DB 1948 PG 290 DB 1948 PG 287 DB 1872 PG 3238 DB 1684 PG 3098 DB 1684 PG 2508 DB 1560 PG 1136 DB 1342 PG 115 DB 1244 PG 471 DB 1939 PG 3472 DB 1939 PG 3471 DB 1039 PG 1668 DB 1117 PG 543 S T E P H A N IE L . J O H N S O N J E F F R E Y K Y L E J O H N S O N P B 2 5 P G 4 0 D B 19 12 P G 12 5 7 E I P EIP EIP EIP EIP EIP STONE E X IS T IN G R / W EX IST IN G R /W EX IST IN G R /W 3 9 9.3 1’ 5 6 0.5 6’ 6 3 5.5 2’ S T O N E T O C O R 6 3 6.9 4’ R/ W T O C O R 6 9 2. 2 0’ EI P T O C O R 6 9 0. 8 9’ R/ W T O C O R R/W MON TO W N O F W A LKERTO W N TO W N O F W A LKERTO W N FO RSY TH CO U NTY FO RSY TH CO U NTY 3 7.7 0’ + 3 3.2 8 JACQUELYN W . ROBERSON ROBERT E. ROBERSON & DB 2731 PG 1048 2 6 0. 4 9’ 46.51’ 194.40’ 4 3 2.2 8’ N 0259’40" E 123.37’ REM O VE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE EST 10 SY FF EST 3 TO NS RIP RAP CLASS ’B’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 3 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 23U-2579B M A TC H LIN E -Y2 - S TA . 2 4 + 8 1 S H E E T 7 -Y2- PI Sta 27+32.39 L = 358.58’ T = 182.71’ R = 758.00’ D SE = .08 RO = SEE PLANS NOTE : FOR -Y2- PROFILE, SEE SHEET 49 PAVED SHOULDER 2 5 3 0 0 8 0 7 0 6 0 6 0 6 0 6 0 5 0 4 0 3 0 7 0 8 0 6 0 5 0 4 0 3 2 4 ’ 2 4 ’ 2 4 ’ M A T C H E X I S T I N G END CONSTRU CTION -Y2- -Y2-PCSta. 25+49.68 -Y2-PTSta. 29+08.26 -Y2-POTSta. 30+30.91 24’ INC 12’ TO EXIST50’ TAPER TO EXIST50’ TAPER 2’ P.S. 2’ P.S.2 ’ P . S . 2 ’ P . S . - Y2 - P O T S T A .2 1+ 6 6 .4 2 -Y2- POT STA. 29+75.00 F F F C C C 42.00’ +49.68 -Y2- 42.00’ +08.26 -Y2- +95.00 -Y2- 42.00’ +80.81 -Y2- 42.00’ +08.26 -Y2- 42.00’ +49.68 -Y2- 25 27 28 26 60.00’ +49.68 -Y2- 42’ 60’ 65’ +52 42’ 60’ 65’ +72 60.00’ 42.00’ 29.39’ 65.00’ +71.94 -Y2- 65.00’ +08.26 -Y2- 65.00’60.00’ 65.00’ 65.00’ +00.00 -Y2-+42.00 -Y2- +00.00 -Y2- +49.68 -Y2- + 0 0 .0 0 - Y2 - 60.00’ +08.26 -Y2- 326 1 8 " R C P - I V 15" RCP 9 3 W /LT S 12" RCP 9 8 HTR S 99 W/LT 12" RCP S R 2 5 5 0 C AR B IN E D R 2 0 ’ B S T S 10 0 10 1 12 " R C P 1S F D 10’ BST S S 1SBKD 10 2 12" RCP 1SFD 2SFD S S 10 5 W/LT 1SFD S S S S S S SR 2385 WALKERTOW N / GUTHRIE RD 20’ BSTT T T T T 8" DI 8" DI 8" DI 8 " D I EOI EO I -BY3-509 -BY3B-511 15 " R C P EXISTING R/W EIP EIP EIP EIP EIP EIP EIP EIP EIP DB 656 PG 27 DB 1741 PG 1708 DB 1030 PG 552 DB 1850 PG 990D B 15 7 4 P G 9 8 4 D B 15 7 4 P G 9 7 8 D B 15 7 4 P G 9 7 5 D B 13 7 3 P G 115 2 T O W N O F W A L K E R T O W N F O R S Y T H C O U N T Y DB 2632 PG 3941DB 2632 PG 3938DB 2632 PG 3923DB 2598 PG 3575 T O W N O F W A L K E R T O W N F O R S Y T H C O U N T Y E IP E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W EIP TO W N O F W A LKERTO W N TO W N O F W A LKERTO W N FO RSY TH CO U NTY FO RSY TH CO UN TY T O W N O F W A L K E R T O W N FO RSY TH CO U N TY F O R S Y T H C O U N T Y W A LKERTOW N TO W N O F 3 5 .5 5’ + 0 8 .5 2 3 1. 2 8 ’ + 1 3. 1 3 DB 2731 PG 1582 PB 27 PG 30 DB 3052 PG 3573DB 3068 PG 1900 DB 2862 PG 388 REM O VE RETAIN AN D EXTEND RETAIN CO LLAR 18" RCP-III DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 4 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 24U-2579B NOTE : 1. FOR - Y4EB - PROFILE SEE SHEET 50 2. FOR - Y4WB - PROFILE SEE SHEET 55 M A T C H L I N E - Y 4 - S T A . 3 0 + 5 0 S H E E T 2 5 PAVED SHOULDER BEGIN CONSTRU CTION 300’ TAPER 4’ P.S. 10’ P.S. 10’ P.S. 4’ P.S. -Y4WB- -Y4EB- -Y4W B-POT Sta. 26+80.00 -Y4EB-POT Sta. 26+80.00 2 0 2 5 3 0 -Y4WB- -Y4EB- -Y4--Y4- 20’ INC. 30’ 2 4 ’ 1 5 ’ 1 5 ’ 2 4 ’ 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2I-40 BUS EBL US 421 SBL 26’ BST I-40 BUS WBL US 421 NBL 26’ BST BEGIN W.W. FENCE C C +47.29 -Y4EB- 123.00’ 99.18’ 119 215 2G I FS Conv. O TCB To 2G I FS 327 328 327A 1 8 " R C P F E S M TL MTL 60" CHL I-40 BUS WBL US 421 NBL 24’ BST I-40 BUS EBL US 421 SBL 24’ BST DI DI DI 15" RCP 15" RCP10’ BST 9’ BST 4’ BST 4’ BST 3 S B W TIE TO EXISTING PROP. MEDIAN GUARDRAIL 50:1 TRANSITION CB CB CB 18 " R C P 1 8 " R C P F E S 1- 6 X 6 B A R R E L CUL1 CUL2 CE2 HW 2 CUL3 CUL4 CE2 HW2 B A R R E L H A S N A T U R A L R O C K B O T T O M 2 2 5 . 2 5 ’ 177.98’ 17 4 . 5 9 ’ C O R T O R / W 17 5 . 3 2 ’ C O R T O E IP HELEN H. PRINCE ARNOLD G. KING HELEN H. PRINCE ARNOLD G. KING 7 7 2 . 5 7 ’ PATRICIA O. W ALL ROSS D. W ALL TOW N OF KERNERSVILLE 3 0 0 . 0 0 ’ 2 5 8 . 0 0 ’ EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W 2 4 8 . 6 2 ’ C O R T O E IP 2 4 6 . 3 3 ’ C O R T O R / W EIP EIP 2 6 8 . 0 0 ’ PATRICIA O. W ALL ROSS D. W ALL DB 2250 PG 829 DB 2250 PG 829 DB 2188 PG 355 DB 2065 PG 1771 DB 2188 PG 355 DB 2188 PG 355 D B 2 18 8 P G 3 5 5 T O W N O F K E R N E R S V IL L E TOW N OF KERNERSVILLE TO W N O F KERNERSV ILLE F O R S Y T H C O U N T Y FORSYTH COUNTY FO RSYTH CO U NTY ; ; DB 2056 PG 1319 ARNOLD G. KING THOM AS W . PRINCE N 80 27’50" E 410.54’ S 5 7 4 7’ 5 9 " E 4 15. 2 1’( T O T A L) 2 7 2. 2 6’ 5.0’ NEGA TIVE A CCESS EASEM ENT N 4 2 5 7 ’3 5 " E 3 1.7 3 ’ RETAIN RETAIN AND EXTEND RETAIN AN D EXTEN D JB w/ M H RETAIN RETAIN AND EXTEND REM O VE FES CO LLAR REM O VE STA 41+00 -Y4- LT BEGIN SHO ULDER BERM GUTTER CO LLAR JB w/ M H CO LLAR REM O VE FES M IN. HEIG HT 1.0’ DITCH BLO CK REM O VE FES CO N NECTO RS AN D RO D AND LUG 15" CSP W / 2 ELBO W S CO N NECTO RS AN D RO D AN D LUG 15" CSP W / 2 ELBO W S M ATERIAL FILL W / FLO W ABLE EST 5 SY FF EST 1 TO N S RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ EST 39 SY FF EST 20 TO N S RIP RAP CLASS ’I’ EST. DDE 40CY SEE DETAIL#9 HEAD DITCH EST. DDE 17CY SEE DETAIL#9 TAIL DITCH SEE DETAIL#27 EST 779 SY FF EST 380 TO NS CLASS "I" RIPRAP TO E PRO TECTIO N W / 36" W ELDED STEEL TREN CHLESS IN STALLATIO N 36" RCP-III 24" RCP-III 24" RCP-III 24" RCP-III 18" RCP-III DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 5 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 25U-2579B M A T C H L I N E - Y 4 - S T A . 4 3 + 6 5 S H E E T 2 6 NOTE : M A T C H L I N E - Y 4 S T A . 3 0 + 5 0 S H E E T 2 4 PAVED SHOULDER 1. FOR - Y4EB - PROFILE SEE SHEET 50 2. FOR - Y4WB - PROFILE SEE SHEET 55 1300’ FULL LANE 300’ TAPER 4’ P.S. 10’ P.S. 4’ P.S. 10’ P.S. 4’ P.S. 4’ P.S. 4’ P.S. 4’ P.S. 10’ P.S. -Y4WB- -Y4EB- -Y4WB- -Y4EB- 3 5 4 0 300’ TAPER -Y4- 1300’ FULL LANE -Y4- 3 6 ’ 2 4 ’ 30’ 2 4 ’ 3 6 ’ 3 6 ’ 3 6 ’ 10’ P.S. 10’ P.S. 10’ P.S. I-40 BUS EBL US 421 SBL 26’ BST I-40 BUS WBL US 421 NBL 26’ BST F F F F F F F C C C C C C +59.80 -Y4EB- 123.00’ +52.98 -Y4W B- 107.39’ 32+35.00 128.00 +05.00 105.06’ 128.00’ +00.00 123.00’ 138.00’ 123.00’ 138.00’ +35.00 119 120 2GI FS HW Conv. O TCB To 2G I FS 2G I Conv. O TCB To 2G I FS Conv. O TCB To 2G I FS 2G I FS 2GI 2G I W / FLAT G RATE 2G I W / FLAT G RATE 2G I FS FS FS 329 330 334 335 331 333 336 332A 337 340 339 338 341 342 343 B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. M in. D= 2 Ft. FRO M STA. 35+02 TO 35+27 -Y4- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Fill Slope FL A T T E R 2: 1 O R DETAIL #27 d= 1 Ft. Type of Liner= Class ’I’ Rip-Rap FRO M STA. 40+30 TO RCBC -Y4- RT 330A 332 340A 15" RCP-III 42" RCP-III 15" RCP-III 15" RCP-III 1 5 " R C P - I V 1 5 " R C P - I V JB w/ M H SEE SHEET 2-TT PSH 60" CHL 18" CM P 24" RCP 60" CHL M TL 2 S B K D 2 S B K D 15’ C O N C 30" C&G B R E N T C R E E K R D 2 6’ B S T 8 4 " W D 48" CONC S W HTRWD DK DI DI F E S DI 2 4 " R C P 2 4 " R C P DI F E S F E S 15" RCP FISH HATCHERY W. E. 859.7 POND S W /LT LT 18" R C P LT 4 8 " C O N C TOP=851.12 INV=847.19 TOP=852.99 INV=847.39 TOP=855.30 INV=848.10 18" V C 1 8 " V C GRAU-350 CAT-1GRAU-350 CAT-1 -BY16- 1 8 " C M P 1 8 " R C P F E S 15" RCP CB CBCBCB 24" RCP FES 24" RCP FES 18" RCP DAVID D. W EAVER AM Y J. M EAD THEODORE R. M EAD 5 6 2 . 8 5 ’ EIP HELEN H. PRINCE ARNOLD G. KING 13.24’ 28.88’58.15’ 1.23’ 182.60’ 111.76’ 99.95’ 24.80’ 189.21’ 58.83’ 2 0 ’ S T O R M S E W E R E A S E M E N T P B 3 4 P G 13 4 EIP EIP EIP ARNOLD G. KING THOM AS W . PRINCE 135.00’ 280.82’ 152.70’L =41.65’ R =50.00’ L=56.30’ R=50.00’ L=18.54’ R=20.00’ L=176.84’R=50.00’ L=18.54’ R=20.00’ 5. 0 4’ 60.70’ 136.88’ 125.39’ 5 9 .7 5 ’ 99.97’ 1 2 7. 8 5 ’ 14 4.5 5’101.01’ 2 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W R/W MON R/W MON EIP EIP 226.52’ SUSAN E. KUBIAK TIM OTHY A. KUBIAK PB 34 PG 103 DB 2480 PG 28 PB 34 PG 103 DB 1862 PG 3875 DB 2250 PG 829 DB 2056 PG 1310 PB 34 PG 103 DB 1813 PG 130 TOW N OF KERNERSVILLE T O W N O F K E R N E R S V I L L E FORSYTH COUNTY F O R S Y T H C O U N T Y 20’ S A NIT A R Y S E WE R E AS E ME NT ; ; 1 2 9 . 2 8 ’ + 1 1. 1 1 536.96’+52.98 12 4 .8 4 ’ + 2 2 .6 7 96.69’ +66.76 106.49’ +57.38 DB 3113 PG 1518 HAROLD DAVID HOPKINS DB 3084 PG 4432 LEXA LEIGH HARRIS DON ALLEN HARRIS DB 2797 PG 2978 DAW N A. PAYNE DENNIS H. PAYNE, JR. DB 2797 PG 2978 DAW N A. PAYNE DENNIS H. PAYNE, JR. DB 3078 PG 0373 WHITE W ALNUT, LLC DB 3054 PG 1059 W HITE W ALNUT, LLC DB 3054 PG 1059 W HITE W ALNUT, LLC PB 42 PG 137 DB 2858 PG 0267 W HITE W ALNUT, LLC PB 42 PG 137 DB 2858 PG 0267 WHITE WALNUT, LLC N 4738’24" E101.26’ 1 5 4. 9 8 ’ C O R T O EI P N 1 4 3 4 ’ 2 5 " W 1 5 5. 4 8 ’ C O R T O R/ W 10.0’ UTILITY EASEMENT 14 2. 9 5’ N 80 27’50" E 514.38’ DB 2704 PG 784 PAGE AND ASSOCIATES, INC. 4 15. 2 1’( T O T A L) 5.0’ NEGATIVE ACCESS EASEM ENT S 15 4 1’2 6 " W 14 1.4 6 ’ 30.0’ R/W PER PB 14 PG 11, PB 44 PG 134 30.0’ R/W PER PB 14 PG 11, PB 44 PG 134 STA 50+00 TO 50+50 -Y4- RT W / RO CK PLATING REVISE FILL SLO PES TO 1.5:1 END O F RCBC TO STA 47+75 -Y4- RT RETAIN ING W ALL STA 50+50 TO 55+50 -Y4- RT RETAIN ING W ALL STA. 46+00 -Y4- LT EN D SHO ULDER BERM GUTTER STA. 55+50 -Y4- RT END SHO ULD BERM G UTTER STA 55+50 TO 66+00 -Y4- RT W / RO CK PLATING REVISE FILL SLO PES TO 1.5:1 REM O VE RETAIN AND EXTEN D CO LLAR REM O VE FES 18" RCP RETAIN AND EXTEN D CO LLAR RETAIN AN D EXTEN DMATERIAL FILL W / FLO W ABLE BO RE AND JACK 30" STEEL PIPE SEE DETAIL#16 EARTH BERM RIP RAP CLASS ’I’ RIP RAP CLASS ’I’ EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ EST 21 SY FF EST 8 TO N S RIP RAP CLASS ’B’ RIP RAP CLASS ’I’ RIP RAP CLASS ’I’ SEE DETAIL#3 LATERAL 2’ BASE DITCH 535 SY FF EST. 206 TO NS CLASS ’I’ RIP RAP EST. DDE 235CY SEE DETAIL#17 TAIL DITCH EST. 37 SY EST. 18 TO N S (TO W ATERS EDGE) RIP RAP CLASS ’I’ SEE DETAIL#27 EST 779 SY FF EST 380 TO NS CLASS "I" RIPRAP TO E PRO TECTIO N W / SEE DETAIL#6 EST 123 SY FF EST 46 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / CO LLAR 24" RCP-III RCP-III 24" DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 4 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 6 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 26U-2579B M A T C H L I N E - Y 4 - S T A . 4 3 + 6 5 S H E E T 2 5 M A T C H L I N E - Y 4 - S T A . 5 6 + 6 1 S H E E T 2 7 NOTE : 1. FOR -Y4EB- PROFILE SEE SHEET 50-51 2. FOR -Y4WB- PROFILE SEE SHEET 55-56 PAVED SHOULDER 300’ TAPER 300’ TAPER 1300’ FULL LANE 4’ P.S.4’ P.S. 10’ P.S. 4’ P.S.4’ P.S.4’ P.S. 1300’ FULL LANE -Y4WB- -Y4EB- -Y4WB- -Y4EB- -Y4WB- -Y4EB- 4 5 5 0 5 5 -Y4--Y4- 10’ P.S. -Y4- 30’ 3 6 ’ 3 6 ’ 4 8 ’ 3 6 ’ 4 8 ’ 4 8 ’ 4’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. I-40 BUS EBL US 421 SBL 26’ BST I-40 BUS WBL US 421 NBL 26’ BST 123.00’ +11.00 -Y4EB- END W.W. FENCE BEGIN W.W. FENCE F F F F F F F C C C C +00.00 -Y4EB- 123.00’ +85.00 -Y4EB- 133.00’ +50.00 -Y4EB- 133.00’+35.00 -Y4EB- 123.00’ +10.00 123’ 128’ +00.00 128’ +35.00 97.16’ 128’97.16’ +69.00 -Y4W B- 120 121 122 123 127 216 2GI FS 2G I W / FLAT G RATE 2GI W / FLAT GRATE 2GI W / FLAT G RATE 2GI W / FLAT GRATE Conv. O TCB To 2GI FS 2G I 2GI FS FS FS Conv. O TCB To 2GI 2G I W / FLAT G RATE 3: 13:1 5’ ( Not to Scale) EARTH BERM DETAIL #16 STA. 47+93 -Y4- LT N.G.N.G. 862.0’ HW 2G I-A 346 345 344 349 348 347 350 351 352 354 355 358 356 357 353 Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. M in. D= 2 Ft. FRO M STA 53+85 TO 54+50 -Y4- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. M ax. d= 2.0 Ft. M in. D= 2.0 Ft. FRO M STA. 44+68 TO 47+53 -Y4- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Fill Slope F L A T T E R 2: 1 O R DETAIL #27 d= 1 Ft. Type of Liner= Class ’I’ Rip-Rap FRO M STA. 40+30 TO RCBC -Y4- RT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA. 53+05 TO 53+85 -Y4- LT 1 5 " R C P - I V 1 5 " R C P - I V 1 5 " R C P - I I I 15" RCP-IV 1 5 " R C P - I V 1 5 " R C P - I I I 18" RCP-III 15" RCP-IV 30" RCP-III 3 0 " R C P - II I T R E N C H L E S S I N S T A L L A T I O N 3 0 " W E L D E D S T E E L SEE SHEET 2-TT PSH MTLSILT IN THIS BARREL P L A S T I C 5 5 " 3-8’X9’ CONC 15" CM P D A M D A M PIER MTL CONC BLD M TL M TL MTL 60" CHL GR SOIL & GR W D PIER 1SFD 36 " CONC S GR MTL M TL MTL S 1SFD POOL W D DK S W S S S S S B C O N C CANOPYMTL GR CONC S W /LT DI 18 " R C P F E S DI DI F E S 12 " R C P 1 2 " R C P FISH HATCHERY W. E. 847.2 POND FISH HATCHERY W. E. 859.7 POND W. E. 855.7 POND W. E. 855.6 POND S S 96" CHL&3SBW 24" RCP 24" RCP STONE W ALL TOP=849.73 INV=837.13 INV=839.75 TOP=848.65 TOP=854.76 INV=840.76 TOP=856.98 INV=843.98 TOP=859.26 INV=844.56 TOP=853.80 INV=845.10 TOP=850.78 INV=846.88 18" V C 1 8" V C 18" VC 18 " V C 18 " V C 18" VC 18 " V C T 120 GRAU-350 -BY16-545 2 4 " R C P 2 4 " R C P F E S 18 " R C P F E S 18 " C M P STONE RET WALL 5 5 " P L A S T I C I N V = 8 6 1. 5 2 CBCBCB 3-8X9 BARRELS CUL1CUL2 CUL3CUL5 CUL4CUL6 HW1 CE1 CUL7 CUL8 CUL9 CE2 HW2 CUL10 CUL11 CUL12SILT IN THIS BARREL PATTIE CRANFILL HAROLD D. CRANFILL 2 0’ S T O R M S EW ER E A S EM EN T P B 4 2 P G 1 3 7 2 0 ’ S T O R M S E W E R E A S E M E N T P B 4 2 P G 13 7 119.54’ 5 9 6 . 13 ’ NANCY B. PEGRAM JERRY M . PEGRAM 2 0 3 .6 1 ’ 2 5 1. 7 7’ 9 5. 9 2’ 15 0. 0 0’ 10 5. 9 3’ 18.95’ 13 9 .9 9 ’ RONALD LEE ANGEL SR. DB 1404 PG 661 DB 1950 PG 3271 DB 1864 PG 2389 DB 1985 PG 81 20’ SANITARY SEW ER EASEM ENT ; ; 12 5 . 8 6 ’ + 12 . 4 5 12 6 . 4 1’ + 2 9 . 0 6 DB 3119 PG 1159 HAROLD DAVID HOPKINS, JR. DB 3113 PG 1518 HAROLD DAVID HOPKINS PB 42 PG 137 DB 2858 PG 0267 WHITE W ALNUT, LLC PB 42 PG 137 DB 2858 PG 0267 W HITE W ALNUT, LLC PB 42 PG 137 DB 2858 PG 267 W HITE W ALNUT, LLC PB 42 PG 137 DB 2858 PG 267 W HITE W ALNUT, LLC N 0 1 0 0 ’ 0 1" W 2 9 8 . 2 7 ’ S 0 1 4 1’ 14 " E 3 16 . 10 ’ PLUG PLUGPLUG REM O VE STA 55+50 TO 66+00 -Y4- RT W / RO CK PLATING REVISE FILL SLO PES TO 1.5:1 RETAIN AND EXTEND CO LLAR REM O VE FES CO LLAR RETAIN AND EXTEND REM O VE FES REM O VE FES CO LLAR CO LLAR RETAIN AND EXTEND RETAIN AND EXTEND REM O VE CO LLAR REM O VE REM O VE FES RETAIN AND EXTEND CO LLAR RETAIN AND EXTEND CO LLAR REM O VE REM O VE M O VERE REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE TIE TO EXISTING DITCH TIE TO EXISTING DITCH REM O VE FES REM O VE FES RETAINING W ALL ELBO W 30" CSP W / CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S W / ELBO W 24" CSP REM O VE FES REM O VE HW EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 10 SY FF EST 3 TO NS RIP RAP CLASS ’B’ EST 11 SY FF EST 3 TO NS RIP RAP CLASS ’B’ EST 16 SY FF EST 5 TO NS RIP RAP CLASS ’B’ EST 14 SY FF EST 5 TO NS RIP RAP CLASS ’B’ EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 47 SY FF EST 20 TO NS RIP RAP CLASS ’I’ EST 22 SY FF EST 11 TO NS RIP RAP CLASS ’I’ EST 47 SY FF EST 20 TO NS RIP RAP CLASS ’I’ SEE DETAIL#12 W / 353 SY FF EST. 134 TO NS LATERAL 2’ BASE DITCH W / CLASS ’B’ RIP RAP SEE DETAIL#14 W / 270 SY FF EST. 100 TO NS LATERAL ’V’ DITCH W / CLASS ’B’ RIP RAP SEE DETAIL#20 W / 764 SY FF EST. 283 TO NS SPECIAL LATERAL ’V’ DITCH W / CLASS ’B’ RIP RAP SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE EST. DDE 19CY SEE DETAIL#8 HEAD DITCH EST. 3TO NS CLASS ’B’ RIP RAP EST. 3TO NS CLASS ’B’ RIP RAP EST. DDE 35CY EXCAVATE TO ELEV. 838.0 EST. DDE 12CY SEE DETAIL#9 TAIL DITCH EST. DDE 8CY SEE DETAIL#8 HEAD DITCH W / 529 SY FF EST. 161 TO NS CLASS ’B’ RIP RAP EST. DDE 170CY SEE DETAIL#26 TAIL DITCH 248 SY FF EST. 95 TO NS CLASS ’I’ RIP RAP EST. DDE 105CY SEE DETAIL#17 TAIL DITCH STA 56+25 TO 59+50 -Y4- LT BERM DITCH CO NNECTO RS RO D AND LUG 2 ELBO W S AND 15" CSP W / -Y4RPA- LT STA.37+00 TO STA.40+00 SBG REM O VE FES SEE DETAIL#6 EST 177 SY FF EST 66 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / 18" RCP-III 18" RCP-III 18" RCP-III 30" RCP-III 30" RCP-III 18" RCP-III SEE DETAIL#4 LATERAL ’V’ DITCH 15" RCP-III STA. 64+80 TO 66+58 -Y4RPBD- RT BERM DITCH SEE DETAIL#20 STA 81+24 TO 83+07 -Y4 RPBD- RT SPECIAL LATERAL ’V’ DITCH W /CLASS ’B’ RIP RAP REM O VE EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ Geotextile SEE DETAIL#34 BERM DITCH CO NNECTO RS AND RO D AND LUG 18" CSP W / 2 ELBO W S DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 5 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 7 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 M A T C H L I N E - Y 4 - S T A . 8 2 + 2 6 S H E E T 1 6 M A T C H L I N E - Y 4 - S T A . 5 6 + 6 1 S H E E T 2 6 27U-2579B Y4RPA NOTE : FOR -Y4RPBD- PROFILE, SEE SHEET 75-77 FOR -Y4RPD- PROFILE, SEE SHEET 81 FOR -Y4RPA- PROFILE, SEE SHEET 70 FOR -Y4EB- PROFILE, SEE SHEET 51-52 Y4RPBD Y4RPBD Ls = 200.00’ PIs Sta 84+71.19 F LT = 133.35’ ST = 66.68’ R = 2,330.00’ PI Sta 80+21.76 D L = 772.66’ T = 389.91’ PIs Sta 75+65.20 F Ls = 200.00’ LT = 133.35’ ST = 66.68’ PIs Sta 33+05.42 F Ls = 240.00’ LT = 160.07’ ST = 80.06’ PI Sta 61+52.40 D L = 2,986.50’ T = 2,767.05’ R = 1,330.00’ LT = 160.07’ PIs Sta 64+51.91 F Ls = 240.00’ ST = 80.06’ PIs Sta 40+08.43 F Ls = 200.00’ LT = 133.35’ ST = 66.68’ R = 1,910.00’ PI Sta 28+67.56 D L = 2,741.74’ T = 1,667.56’ PIs Sta 11+33.35 F Ls = 200.00’ LT = 133.35’ ST = 66.68’ SE = 0.05 SE = 0.06 SE = 0.06 PI Sta 11+39.44 D L = 277.37’ T = 139.44’ R = 1,090.00’ Y5DET M A T C H L I N E - Y 4 R P B D - S T A . 6 3 + 0 0 S H E E T 1 6 M A T C H L I N E - Y 4 R P A - S T A . 2 6 + 9 5 S H E E T 1 6 M A T C H L I N E - Y 5 - S T A . 1 8 + 0 0 . 0 0 S H E E T 2 7 PAVEMENT TO BE OBLITERATED FOR -Y4WB- PROFILE, SEE SHEET 56-57 FOR -Y5- PROFILE, SEE SHEET 82 PAVED SHOULDER 1 0 100’ TAPERTAPER TO EXISTING RT & LT SIDE 2 4 ’ 2 4 ’ 2 4 ’ 300’ TAPER 2 4 ’ 4 ’ 4 ’ 24’ -Y4RPA- -Y4RPBD- BEGIN CONSTRU CTION -Y5D E T - P R C S ta. 12+ 77.37 - Y5 D E T - P C S ta . 10 + 0 0 .0 0 -Y4RPBD- -Y4RPD- 30 3 5 4 0 - Y4 RP A- 2 4 ’ 4’ P.S. 10’ P.S. 10’ P.S. 6 5 7 0 7 5 8 0 8 5 3 6’ 1350’ FULL LANE 10’ P.S. 4’ P.S. 4’P.S. - Y4 R P A- C S S ta . 3 9 + 4 1.7 4 - Y 4 R P A - S T S t a . 4 1 + 4 1 . 7 4 - Y4 R P B D - C S S ta . 6 3 + 7 1.8 5 - Y 4 R P B D- T S Sta. 7 4 + 3 1.8 5 - Y 4 R P B D- S C Sta. 7 6 + 3 1.8 5 - Y4 R P B D - C S S t a . 8 4 + 0 4 . 5 1 - Y 4 R P B D - S T S t a . 8 6 + 0 4 . 5 1 - Y 4 R P B D- S T Sta. 6 6 + 11.8 5 4’ P.S. 2 4 ’ 4’ P.S. 10’ P.S. 4’ P.S. 2 0 -Y4WB- -Y4EB--Y4EB- -Y4WB- 6 0 6 5 7 0 7 5 8 0 4’ P.S. -Y4--Y4- 30’ TAPER 8 :1 1300’ FULL LANE 100’ P.S. TAPER 4 8 ’ 3 6 ’ 3 6 ’ 2 4 ’ 2 4 ’ 3 6 ’ 8:1 T APER 30 -Y4RPA- STA. 36+24.33 END -Y4RPA- PAVEMENT 10’ P.S. -Y4RPBD- STA. 81+62.11 - Y4 R P D - S T A . 2 9 + 5 6 .2 7 E N D - Y4 R P D - P A V E M E N T B E G I N - Y4 R P B D - P A V E ME N T END -Y4RPBD- PAVEMENT BEGIN -Y4EB- PAVEMENT BEGIN -Y4WB- PAVEMENT 10’P.S. 60’R - Y 4 R P D- P O T Sta. 3 3 + 19.6 7 -Y5- POT STA. 16+00.00 - Y 4 E B - P O T S t a . 6 0 + 5 3 . 9 8 2 4 . 0 0 ’ L T . - Y 4 W B - P O T S t a . 6 8 + 8 7 . 7 3 2 4 . 0 0 ’ R T . 12.0 0’ R T. 1300’ FULL LANE BEGIN W.W. FENCE R= 20’ R 20’ 30’ GRADE TO DRAIN OBLITERATE & GRADE TO DRAIN OBLITERATE AND BEGIN W.W. FENCE END W.W. FENCE BEGIN W.W. FENCE 8:1 TAPER 8:1 TAPER -NWY4RPBD2-END NOISE WALL -NWY4RPBD2- PROP NOISE WALL -NWY4RPBD1- END NOISE WALL -NWY4RPBD2- BEG NOISE WALL F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C F F C C C C C C C C C C C 99.00’ +04.51 -Y4EB- +20.00 -Y4RPBD- 141.00’ +31.85 -Y4RPBD- 141.00’ +28.30 -Y4RPBD- 141.00’ +68.69 -Y4RPBD- 282.21’ +62.18-Y4RPBD- 141.00’ +31.85 -Y4RPBD- 141.00’ +08.52 -Y4RPBD- 152.82’ +11.85 -Y4RPBD- 141.00’ +48.49 -Y4RPBD- 141.00’ 97.29’ +29.45 -Y4W B- +67.76 -Y4RPA- 106.20’ +00.99 -Y4RPA- 107.82’ +46.00 -Y4RPA- 117.00’ +80.00 -Y4RPA- 117.00’ 94.49’ +41.74 -Y4RPA- +04.51 -Y4RPBD- 126.92’ +53.76 -Y4RPBD- 316.87’ 42.00’ +64.00 -Y5- 124 126 127 906 915 130 959 986 133 984 135 136 137 138 996 901 141 993 982 987 145 146 928 983 990 949 152 153 992 156 155 155 217 42.00’ +10.81 -Y5- +32.86 -Y5- 42.00’ 30.00’ +40.00 -Y5- 60.00’ 908 977 998 146A 155A 127 P P 2GI 2GI2GI 2GI Conv. O TCB To 2GI P PConv. O TCB To 2GIP P BDO FS FS FS 2GIFS FS FS P FS Conv. O TCB To 2GI FS HW 2GIFS 2GIFS 2GI 2GI FS 2GI FS 2GI FS FS 2GI FS FS JB w/M H HW 2GI-A2GI BDO FS EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ 360 359 363 364 362 361 365 366 370 371 375 368 369 372 374 367 373 376 377 381 380 378 379 384 382 383 385 389 390 391 388 386 LATERAL ’V’ DITCH ( Not to Scale) Natural Ground D 2: 1 2:1 b Fill Slope 1"/Ft. DETAIL #4 b= 5 Ft. Min. D= 2 Ft. FRO M STA. 65+28 TO 65+80 -Y4- LT Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 31+25 TO 32+00 -Y4RPA- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 71+25 TO 73+25 -Y4- LT LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FRO M STA 73+25 TO 75+00 -Y4- LT ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 4:1 or Flatter Natural Ground D d Fill Slope 2: 1 Fabric Filter DETAIL #20 Type of Liner= Class ’B’ Rip-Rap Max. d= 2 Ft. Min. D= 2 Ft. FRO M STA 70+50 TO 75+45 -Y4RPBD- RT B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. Min. D= 2 Ft. FRO M STA. 75+36 TO 75+48 -Y4RPBD- RT FRO M STA. 65+22 TO STA. 65+81 -Y4- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #26 *When B is < 6.0’ Type of Liner= Class ’B’ Rip-Rap B= 3 Ft. Max. d= 2 Ft. Min. D= 2 Ft. FRO M STA. 73+48 TO 75+71 -Y4- LT Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH Filter Fabric B d DETAIL #17 *When B is < 6.0’ Type of Liner= Class ’I’ Rip-Rap B= 3.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. FRO M STA. 73+21 TO 73+48 -Y4- LT B Natural Natural Ground Ground2:12: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #9 B= 3 Ft. Min. D= 2 Ft. FRO M STA. 37+36 TO 37+46 -Y4- LT FLAT GRATE 2GI W / 382A 384A 387 EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ 15 " 15 " 30" RCP-III 30" RCP-III 15" RCP-III 15" RCP-III TREN C H LESS IN STALLATIO N 4 2 " W ELD ED STEEL 3 0 " RC P-I I I 15" RCP-III 1 8 " C S P 3 0 " RC P-III 1 8 " R C P -III 18" RCP-III 2 4 " RC P-III 15" RCP-III 15" RCP-III 3 0 " R C P - I I I 18 " R C P - I I I 1 5" R C P-III FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / FLAT GRATE 2GI W / 1 5 " R C P - I I I 458 459 460 461 15 " RC P - I I I VAR. 5.0’ D 2: 1 L I M I T S C L E A R I N G ( Not to Scale) BERM DITCH 10.0’ V.C.d DETAIL #34 Type of Liner=CLASS ’B’ RIPRAP FRO M STA. 67+20 TO STA. 70+50 -Y4RPBD- RT W A L L N O I S E 2.0’ 6.0’ Max. d=1.5 Ft. Min. D=1.5 Ft. 9.0’ 2GI 2GI 18" R C P-III 18" RCP-III 1 5" C S P 15" C S P 3 0 " R C P F E S 18" RCP18" RCP F E S SCRUB W.E. 843.3 18" RCP DAM DAM GR I-40 BUS WBL US 421 NBL 24’ BST I-40 BUS EBL US 421 SBL 24’ BST 60" CHL 60" CHL 60" CHL 60" CHL MTL MTL MTL MTLDI 1 8 " R C P F E S F E S DI 18" RCP DI CONC HWHW CONC 12" RCP FISH HATCHERY W. E. 843.4 POND SCRUB SCRUB SCRUB 9’ BST 9’ BST BST BST POND W.E. 8420 W.E. 843.4 60" CHL MTL MTL MTL 48" WW B S 72" MTL RIDING RING GR S SOIL HTR 1SBKD 1SBKD1SBKD 1SFD 1SFD 48" CONC 48" CONC48" CONC S FAST CREST DR 20’ BST 9 ’ C O N C 1SFD 2SBKD 1SBKD2SFD1SBKD 1SBKD 1SBKD 1SFD 1SBKD 1SBKD 18’ CONC 1SBKD 9’ BST G W GR 20’ CONC GR 1SBKD 60" CHL W 1SFD G CONC S 72" WD GR 36" CONC 7 2 " C H L S 60" CHL W/LT W/LT S 72" WD 9 ’ C O N C 36" CONC 7 2 " W D S 48" CONC W/LT 9 ’ C O N C 16’ CONC CONC 4 8 " C O N C 10’ CONC BST BST 72" WD 72" WD S 18 " R C P 48" CHL S 60" CHL DK WD 60" CHL 1SBKD S WD DK 1SFD S CONC 72" WD 1SBKD 1SBKD S S S 2SBKD 2SFD DK WD WD DK MONT CREST DR 20’ BST 1SBKD 4 8 " C O N C 4 8 " C O N C H E D GE M O R E D R 2 0 ’ B S T 12 ’ C ON C 9 ’ CON C 4 8 " C H L 18 " R C P 18 " R C P 15 " R C P 15 " R C P 10 ’ C ON C 1 0 ’ C O N C 14 ’ C O N C 3 6 " C O N C 8 ’ C O N C B LU F F S C H O O L R D 2 0 ’ B S T 10 ’ C O N C C O N C 10 ’ C O N C 18" RCP CB JB JB 12" RCP 12" RCP 12" RCP 12" RCP 18 " R C P 15" RCP APPROX JB 15" RCP DI 2 4 " R C P 2 4 " R C P OWNER PER PROPERTY APPROX JB OWNER PER PROPERTY APPROX JB 18" RCP 12" PLASTIC 12" RCP DI DI DI DI 18 " R C P DI 3 0 " R C P F E S F E S 1 8 " C M P DI 18" RCP F E S F E S DI 12" RCP 12’ CONC 16’ CONC 4 8 " C O N C 1SFD CONC 1SBKD 12’ CONC 60" WD 1SBKD S S 60" WD 4 8 " C O N C 10’ CONC S S 1SBKD 10’ BST 4 8 " C O N C S1SBKD BST 1SBKD 48" CHL 15 ’ C ONC 48" CHL 1SFD 1SBKD 1SBKD 14’ CONC 3 6 " C O N C CONC 7 2 " C H L 36" CONC 6 0 " W D 8 ’ B S T 8 ’ B S T 1SBKD 1S B K D 16’ CONC1S B K D s s 1SBKD CONC 60" CONC CONC S S 2SBKD CONC GR 12" RCP 12" RCP S G A T E M T L 6 0 " C H L 19 ’ B S T MTL 12" RCP JB18" RCP 12" RCP 8 " R C P G R 48" CONC 48" CONC 48" CONC 48" CONC 36" CONC CONC WD DK CONC WD DK 36" CONC 48" CONC CONC CONC 36" CONCJB 3 6 " C O N C 36" CONC 4 8 " C O N C LT 4 8 " C O N C CONC G R GATE CONC 12" HDPE 36" CONC 3 6 " C O N C P A T I O S T O N E W D D K S PLANTER TIMBERS T IM B E R S 5 S B W 5 S B W 6 0 " W D POOL 8 " R C P POOL DI DI DI B S T BST POOL S C R U B S C R U B B S T 3SBW 18" RCP -NWY4RPBD1- -NWY4RPBD2- W.E. 8 3 9.1 HTRSS WD W 1 S F D W D G R GR G R W H A T C H E R Y SCRUB SCRUB 4 8 " W D R A I L P O N D W. E. 8 3 2. 9 P O N D W.E. 843.0 POND W.E. 843.4TOP=844.55 INV=836.45 TOP=N/A INV=N/A LOCATION APPROX. 1 8 " V C 18" VC 18 " VC T 16" DI 16" DI 6" DI 4" PL 6 " D I 6 " D I 6 " D I 6" DI 6" DI 6" DI 6" DI 6 " D I ( A T U R ) (ATUR) (ATUR) ( A T U R ) (ATUR) (ATUR) ( A T U R ) 6 " D I GR A U-350 CAT-1 CAT-1 GRAU-350 CAT-1 GRAU-350 GRAU 350 TES TES TYPE-III G RAU 350 TL-3 ELEV . = 935 .89 E = 1667600 N = 860489 -BY17 - STA 8+83 14 ’ RT BM #10 -BY16-546 -BY16-547 -BY18-564 -BY18-563 - B Y18 A- 5 6 5 -BY18-562 - B Y 17 - 5 5 3 18 " R C P 3 0 " R C P F E S 1 8 " R C P F E S 18 " R C P F E S 18 " R C P CB 1 8 " R C P F E S 3 0 " R C P F E S F E S F E S 1 8 " C M P CB 2 4 " R C P 18 " R C P CB 1 8 " R C P CBCBCBCB 15" RCP 18 " R C P CB F E S 18" RCP CB CB JB JB JB CB APPROX JB OWNER PER PROPERTY APPROX JB OWNER PER PROPERTY APPROX JB 2 4 " R C P 15" RCP 12" RCP CB S IZ E / T Y P E U N K N O WN E N D U N K N O W N S IZ E / T Y P E U N K N O W N E N D U N K N O W N SIZE/TYPE UNKNOWN 18 " R C P U N K N O W N E N D 12" RCP U N K N O WN E N D UNKNOWN SIZE/TYPE UNKNOWN SIZE/TYPE CONC HW CONC HW 12" RCP INV=914.71 UNKNOWN END UNKNOWN END UNKNOWN SIZE/TYPE INV=915.05 12" RCP UNKNOWN END UNKNOWN SIZE/TYPE UNKNOWN SIZE/TYPE UNKNOWN END 12" RCP INV=921.87 12" RCP CB INV=921.89CB CB 18" RCP DI CB CB 12" PLAST IC UNKNOWN S IZE /TYPE UNKNOWN END 12" RCP UNKNOWN SIZE/TYPE UNKNOWN END 100.00’ JOAN G. DICKEY EIP 5 2 5 . 3 1 ’ 82.40’30’ ACCESS EASEMENT DB 1647 PG 402 1 5 8. 9 9 ’ CHARLES ALLEN KEARNS PATRICIA GALBOE ROBERT J. GALBOE SANDRA B. ROSE LARRY S. ROSE JEAN OLIVEROS CARLOS Z. OLIVEROS G.L.G. CORPORATION CREOLA TUNING M ARCELENE HAMPTON LARRY W . HAMPTON MARGARET A. MCDONALD HELEN EGAN PHILLIP R. EGAN JEROME SCOTT BEESON MARGARET C. CHESNEY JOHN A. CHESNEY REBECCA WHITAKER KENNETH GRAY WHITAKER ALISTEEN C. KING SYLVESTER L. MARTIN 220.00’ 5 9 4 .0 0 ’ 220.00’ 4 18 .8 7 ’ C O R T O R / W 4 19 .2 7 ’ C O R T O E IP 5 9 4 .0 0 ’ 30’ACCESS EASEMENT DB 1819 PG 3160 2 9 6 . 6 1’ 2 9 8 . 5 4 ’ 418.15’ 30’ACCESS EASEMENT DB 1819 PG 3160 15.31’ 195.45’ COR TO R/W 199.94’ COR TO EIP 196.93’ 10.00’ 198.26’ 2 6 0. 0 0’ 255.00’ 1 6 3 . 5 2 ’ 1 7 7 . 6 9 ’ 10’ DRAIN/UTILITY EASEMENT 10’ DRAIN/UTILITY EASEMENT 10’ DRAIN/UTILITY EASEMENT EIP EIP 14.62’ 13.75’ 6.65’ 1 7 4 . 7 4 ’ 1 7 4 . 7 4 ’ 1 7 4 . 7 4 ’ 116.60’115.00’115.00’115.00’ 115.00’115.08’EIP EIP EIP EIP EIP M E L I S S A A D A M S J A M E S B . A D A M S MARTHA MARIE SOYARS ROBERT JAMES FEESER 1 7 5 . 0 0 ’ 1 7 5 . 0 0 ’ EIP EIP EIP 10’ DRAIN/UTILITY EASEMENT 10’ DRAIN/UTILITY EASEMENT 1 7 5 . 1 0 ’ 115.00’67.03’47.97’51.96’63.04’115.02’ EIP 224.71’ 5 8 .3 5 ’ 140.02’ DOROTHY W. FLYNN DOROTHY T. JORDAN 152.16’ 12 7 .6 4 ’ EIP EIP L=54 .69 ’ R=50 .00 ’ L =7 0 .7 6 ’ R =5 0 .0 0 ’ L = 7 5 .6 9 ’ R = 5 0 .0 0 ’ L =30.47’ R =50.0 0’ L=18.10’R=50.00’ 4 3 . 9 3 ’ 1 5 3. 5 4 ’ 160 .14 ’ 174.56’ 170.00’ 170.00’ 170.00’ 170.00’ 170.00’ 170.00’ EIP 1 1 8 . 0 0 ’ 1 1 8 . 0 0 ’ 10 ’ D R A IN / U T IL IT Y E A S E M E N T 10 ’ D R A IN / U T IL IT Y E A S E M E N T 10 ’ D R A IN / U T IL IT Y E A S E M E N T RONALD LEE ANGEL SR. 2 9 2 . 0 0 ’ 1120 .00’ 472.19’ 214.42’ 19 9.2 8’ 190.00’ 2 6 6.0 2’ 6 0 . 7 9 ’ 60.00’ 2 8 2 . 0 0 ’ 3 0 0 . 0 0 ’ EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W 60.00’ 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60.00’ 60.00’ 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60 .00’ EX IS T IN G R/ W E X IS T ING R / W 10 1. 0 0 ’ E X IS T IN G R / W E X IS T IN G R / W 1 7 4 . 7 4 ’ 6 7 . 9 3 ’ 4 2 . 4 5 ’ 4 2 . 9 1’ 1 6 0 . 1 6 ’ 1 8 9 . 0 9 ’ 1 8 6 . 2 8 ’ 1 8 3 . 4 5 ’ E X IS T IN G R / W 1 1 8 . 0 0 ’ 1 1 8 . 0 0 ’ EIP E X IS T IN G R / W EIP 1 7 5 . 0 0 ’ EIP 1 7 5 . 0 0 ’ 1 7 5 . 0 0 ’ EIP 1 7 4 . 7 4 ’ 1 7 5 . 1 0 ’ 1 7 5 . 1 0 ’ 1 7 5 . 1 0 ’ EIP 1 7 4 . 7 4 ’ EIP 14 0 . 7 5 ’ C O R T O R / W 14 1. 19 ’ C O R T O E IP EIP E X IS T IN G R / W EIP 9 9 . 3 3 ’ 1 1 8 . 0 0 ’ 1 1 8 . 0 0 ’ EIP 7 7 . 9 6 ’ 4 1 3 . 1 4 ’ E X I S T I N G R / W EIP E X I S T I N G R / W R/W MON 110 . 0 0 ’ EIP EIP E X IS T IN G R / W 181.94’ 10 7. 13’ 2 5 0 . 0 0 ’ C A T H E R IN E A N N R E IN L N O R B E R T H E R M A N N R E IN L DB 952 PG 460 DB 1734 PG 4384 DB 1840 PG 2770 PB 26 PG 68 DB 1788 PG 919 PB 26 PG 68 DB 1595 PG 1447 PB 26 PG 68 DB 1246 PG 656 PB 26 PG 68 DB 1809 PG 3239 PB 26 PG 68 DB 1214 PG 624 PB 26 PG 68 DB 1229 PG 574 PB 26 PG 68 DB 1650 PG 1113 PB 26 PG 68 DB 1232 PG 589 PB 26 PG 68 DB 2212 PG 116 PB 26 PG 68 DB 1732 PG 2878 P B 2 6 P G 6 8 D B 1 2 8 1 P G 5 4 9 PB 26 PG 68 DB 2342 PG 4396 P B 2 6 P G 6 8 D B 2 4 7 8 P G 4 3 4 5 PB 26 PG 68 DB 1744 PG 798 PB 26 PG 68 DB 1430 PG 431 DB 1985 PG 81 C A T H E R IN E A N N R E IN L N O R B E R T H E R M A N N R E IN L P B 2 6 P G 6 8 D B 2 4 7 8 P G 4 3 4 5 TOWN OF KERNERSVILLE FORSYTH COUNTY 20 ’ SAN ITARY SEWER EASEMENT ; ; 53.80’ 1 5 7 . 5 1 ’ + 3 8 . 1 9 1 2 5 . 6 7 ’ + 9 3 . 1 5 1 2 5 . 6 9 ’ + 7 3 . 2 9 1 2 5 . 7 0 ’ + 4 8 . 5 5 1 2 5 . 7 1 ’ + 3 3 . 1 6 4 2 4 . 3 2 ’ + 4 9 . 4 7 5 4 5 .0 3 ’ + 2 8 .8 3 13 5.5 6’ + 7 5.3 3 1 2 4 . 3 6 ’ + 9 0 . 7 0 3 0 . 7 7 ’ + 7 5 . 6 0 3 0 .0 8 ’ + 4 6 .6 3 149.04’ +64.41 220.62’ +45.48 1 3 6 . 8 2 ’ + 9 6 . 1 9 2 1 2 . 9 1 ’ + 9 6 . 1 9 1 3 2 . 9 6 ’ + 4 5 . 0 6 5 3 . 2 7 ’ + 9 3 . 9 3 72.15’ +09.78 DB 1535 PG 0368 DB 1772 PG 1342 DB 2059 PG 3356 DB 0770 PG 0482 FAYE G. PEDDYCORD REX LANIER PEDDYCORD DB 1535 PG 0368 DB 1772 PG 1342 DB 2059 PG 3356 DB 0770 PG 0482 FAYE G. PEDDYCORD REX LANIER PEDDYCORD DB 1950 PG 3271 ROBYN N. PEGRAM MARK R. PEGRAM DB 2973 PG 0542 NFPS INC. DB 2973 PG 0542 NFPS INC. DB 2634 PG 3366 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 3114 PG 3713 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 1042 PG 1504 WILLENA M. WHITAKER HAROLD LEE WHITAKER DB 1484 PG 0630 PENNY B. HOBSON DARRELL G. HOBSON NO RECORDED DEED VIRGINIA SHUMATE FRANK G. SHUMATE NO RECORDED DEED CHARLES KEARNS P B 2 6 P G 6 8 D B 2 7 9 7 P G 4 13 9 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 2 8 3 7 P G 0 4 7 2 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 2 8 3 0 P G 4 0 9 4 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 3 0 3 5 P G 4 2 5 1 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 2 6 3 1 P G 3 10 2 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 2 7 0 0 P G 16 0 7 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 2 8 2 1 P G 1 8 1 8 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 2 7 9 7 P G 0 5 2 1 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 2 7 8 4 P G 4 4 0 3 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 2 7 8 7 P G 3 3 5 4 S A N D R A H . M A R T IN D O N A L D R . M A R T IN PB 26 PG 68 DB 2666 PG 3164 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT PB 26 PG 68 DB 2666 PG 3164 OF TRANSPORTATION NORTH CAROLINA DEPA RTM ENT PB 26 PG 68 DB 2768 PG 0027 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT PB 26 PG 68 DB 2660 PG 2493 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT PB 26 PG 68 DB 2743 PG 1987 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT PB 26 PG 68 DB 2917 PG 3338 MEREDITH N. SNEED P B 2 6 P G 6 8 D B 2 8 5 9 P G 2 19 9 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T P B 2 6 P G 6 8 D B 2 7 15 P G 2 3 3 5 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T PB 26 PG 68 DB 3030 PG 1746 LINDA JOHNSON PB 26 PG 68 NO RECORDED DEED TANYA BRUMFIELD BERT N. BRUMFIELD PB 26 PG 68 DB 2704 PG 2666 LYNETTE A. SLAUGHTER SHAWN SLAUGHTER PB 26 PG 68 DB 1686 PG 3321 PB 26 PG 68 DB 2819 PG 4181 M ILDRED L. PATTERSON JAMES H. PATTERSON JR. PB 26 PG 68 DB 1635 PG 2644 CYNTHIA M. BRINKLEY PB 26 PG 68 DB 1544 PG 2142 JANET HILL FRANKLIN E. HILL PB 26 PG 68 DB 2897 PG 0131 RACHEL H. COLLINS JASON MARK COLLINS PB 26 PG 68 DB 1510 PG 0855 KATHERINE S. OSBORNE DB 1985 PG 81 RONALD LEE ANGEL SR. DB 1985 PG 81 RONALD LEE ANGEL SR. JEFFREY WAYNE M ASTEN DB 2465 PG 764 DB 2465 PG 761 DB 2661 PG 2035 PHYLLIS JOAN GARDNER DICKEY TRUSTEE ROBERT JOSEPH DICKEY TRUSTEE DB 2997 PG 2335 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 2823 PG 777 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT S 8534’41" E 209.32’ S 8550’48" E 356.38’ N 0 4 4 2 ’ 2 8 " E 4 1 3 . 2 1 ’ EIP S 87 01’41" E 55.98’ N 0 2 5 8 ’ 5 2 " E 1 7 5 . 1 0 ’ S 87 01’40" E 115.64’ S 87 01’40" E 58.99’ S 8540’30" E 201.83’ S 8540’30" E 200.30’ N 0 2 3 1’ 2 6 " E 19 9 . 9 6 ’ N 0 2 3 1’ 2 6 " E 15 0 . 0 4 ’ N 8537’04" W 213.92’ N 0 2 3 0 ’ 3 0 " E 2 0 0 . 0 0 ’ N 0 2 3 0 ’ 3 0 " E 12 5 . 0 0 ’ S 0 3 0 4 ’ 19 " W 1 1 5 . 0 0 ’ S 0 3 0 4 ’ 19 " W 1 1 6 . 1 5 ’ N 8701’41" W 174.56’ S 19 3 5 ’4 4 " W 14 0 .7 3 ’ 19 5 .3 6 ’ EIP EIP IMOGENE L. ELAM PB 28 PG 193 DB 1368 PG 1653 DB 1011 PG 944 3 0 .0 0 ’ + 3 2 .9 5 P B 2 6 P G 6 8 D B 3 0 2 5 P G 0 7 6 5 O F T R A N S P O R T A T IO N N O R T H C A R O L IN A D E P A R T M E N T PLUG RETAIN REM O VE PLUG PLUG REM O VE PLUG PLUG PLUG PLUG RETAIN RETAIN RETAIN RETAIN JBw/ M H CO NVERT TO REM O VE TO 2GI CO NVERT CO LLAR RETAIN AND EXTEND REM O VE REM O VE CO LLARRETAIN AND EXTEND M O VERE REM O VE REM O VE FES RETAIN AND EXTEND CO LLAR CO LLAR REMO VE M ATERIAL FILL W / FLO W ABLE PLUG REMO VE REM O VE DITCH TIE TO EXIST. REM O VE CO NNECTO RS AND RO D AND LUG 15" CSP W / 2 ELBO W S2 ELBO W S 24" CSP W / REM O VE FES REM O VE REM O VE FES REM O VE FES REM O VE FES REM O VE FES EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ EST 21 SY FF EST 6 TO NS RIP RAP CLASS ’B’ SEE DETAIL#15 SPECIAL LATERAL ’V’ DITCH SEE DETAIL#3 LATERAL 2’ BASE DITCH SEE DETAIL#12 W / 312 SY FF EST. 27 TO NS LATERAL 2’ BASE DITCH W / CLASS ’B’ RIP RAP SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE SEE PRO FILE FO R GRADE SPECIAL DITCH GRADE EST. DDE 5CY SEE DETAIL#7 HEAD DITCH SEE DETAIL#12 W / 247 SY FF EST. 94 TO NS W / CLASS ’B’ RIP RAP LATERAL 2’ BASE DITCH REM O VE EST. 62 SY EST. 33 TO NS EST. DDE +/- 15 CY SEE DETAIL#32 (BANKS O NLY) CLASS ’I’ RIP RAP EST. 11 SY EST. 3 TO NS CLASS ’B’ RIP RAP EST. 11 SY EST. 3 TO NS RIP RAP W / FF CLASS ’B’ RETAIN REM O VE CO LLAR REM O VE EXTEND RETAIN AND 15" RCP-III 54" RCP-III EL=882.3 INV. IN SEE DETAIL#6 EST 170 SY FF EST 63 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / REM O VE FES EXST 72" CO NC DITCH RETAIN +/-64’ O F EST 14 SY FF EST 5 TO NS RIP RAP CLASS ’B’ SEE DETAIL#12 W / 318 SY FF EST. 121 TO NS LATERAL 2’ BASE DITCH W / CLASS ’B’ RIP RAP 15" RCP-III STA 110+91 TO 112+75 -Y4- LT BERM DITCH EST 10 SY FF EST 3 TO NS RIP RAP CLASS ’B’ STA 118+41 TO 119+20 -Y4- LT BERM DITCH STA 122+00 TO 125+90 -Y4- LT BERM DITCH CO NN ECTO RS AND RO D AN D LUG 15" CSP W / 2 ELBO W S EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 5 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 8 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 28U-2579B M A T C H L I N E - Y 4 - S T A . 1 0 2 + 9 0 S H E E T 1 6 PIs Sta 30+59.60 Ls = 240.00’ LT = 160.08’ ST = 80.08’ PI Sta 23+02.72 T = 1,062.72’ L = 1,739.53’ R = 1,200.00’ PIs Sta 11+60.08 LT = 160.08’ ST = 80.08’ FDF Y4RPC Y4RPB PIs Sta 15+47.32 F Ls = 240.00’ LT = 160.05’ ST = 80.05’ PI Sta 23+89.01 D L = 1,413.54’ T = 761.74’ R = 1,530.00’ PIs Sta 31+20.86 F Ls = 240.00’ LT = 160.05’ ST = 80.05’ M A TC H LIN E - Y5 - S TA . 3 8 + 5 0 S H EET 16 MATCHLINE -Y4RPB- STA.19+00 SHEET 16 PI Sta 58+16.25 D L = 543.39’ T = 280.67’ R = 880.00’ Y6 Ls = 240.00’ NOTE : FOR -Y4RPC- PROFILE, SEE SHEET 78-79 FOR -Y4RPB- PROFILE, SEE SHEET 71 FOR -Y6- PROFILE, SEE SHEET 89-91 Y5A RO = SEE PLANS SE = 0.06 PI Sta 36+88.22 D L = 266.80’ T = 133.79’ R = 1,420.00’ PI Sta 21+34.27 D L = 451.85’ T = 240.51’ R = 533.00’ RO = SEE PLANS SE = 0.04 RO = SEE PLANS SE = 0.06 PI Sta 10+77.83 D L = 154.73’ R = 575.00’ PI Sta 10+77.83 D L = 154.73’ T = 77.83’ R = 575.00’ PI Sta 10+77.83 D L = 154.73’ T = 77.83’ R = 575.00’ PI Sta 10+77.83 D L = 154.73’ T = 77.83’ R = 575.00’ PI Sta 10+77.83 D L = 154.73’ T = 77.83’ R = 575.00’ PI Sta 10+77.83 D L = 154.73’ T = 77.83’ R = 575.00’ PI Sta 10+77.83 L = 154.73’ T = 77.83’T = 77.83’ R = 575.00’R = 1,000.00’ T = 41.36’ L = 82.67’ PI Sta 17+23.06 DD Y8 PAVEMENT TO BE OBLITERATED FOR -Y4EB- PROFILE, SEE SHEET 52-53 FOR -Y4WB- PROFILE, SEE SHEET 57-58 PAVED SHOULDER M A T C H L I N E - Y 4 - S T A . 1 2 4 + 7 0 S H E E T 2 9 M A T C H L I N E - Y 6 - S T A . 2 3 + 9 4 . 1 5 S H E E T 2 9 (GRADING, PAVING, DRAINAGE, & STRUCTURE) TO BE CONSTRUCTED UNDER TIP PROJECT U-2579G DRAINAGE TO BE CONSTRUCTED UNDER TIP PROJECT U-2579G PARCELS IMPACTED UNDER TIP PROJECT U-2579G RIGHT OF WAY TO BE PURCHASED UNDER TIP PROJECT U-2579G TIP PROJECT U-2579G PERAMENT DRAINAGE EASEMENT TO BE PURCHASED UNDER UNDER TIP PROJECT U-2579G PERAMENT DRAINAGE/UTILITY EASEMENT TO BE PURCHASED FOR TIP PROJECT U-2579G, SEE U-2579G PLAN SHEET 4 (CO N STRUCTED UN DER TIP PRO JECT U-2579G) M ATCHLINE -Y5A- STA.62+50 SHEET 29 5 0 5 5 6 0 - Y5 A - P C S ta . 5 5 + 3 5 .5 8 -Y5A-PT Sta. 60+78.97 -Y6- 900’ FULL LANE 3 0 3 5 4 0 4’ P.S. 10’ P.S. 0 6 1 6 ’ 40’ INC. 4 8 ’ 10’ P.S. 2 4 ’ 4’ P.S. 10’ P.S. 4’ P.S. 2 5 3 0 10’ P.S. 40’ INC. 10’ P.S. - Y 4 R P B - C S S t a . 3 0 + 4 0 . 8 1 4’ P.S. 10’ P.S. -Y4WB- -Y4EB- 4 0 45 1 0 5 1 1 0 1 1 5 1 2 0 4’ P.S. 4’ P.S. 16’ -Y6- 0 1 0 0 0 1 0 2 0 2 0 2 0 2 0 1 0 0 0 1 0 2 0 2 0 3 0 3 0 4 0 4 0 2 0 2 0 2 0 2 0 2 0 2 -Y4- 30’ IDENTITY -Y5- POT Sta. 45+00.00 LB = -Y5A- POT Sta. 45+00.00 LA 2 4 ’ 2 4 ’ 16 ’ 2 4 ’ 2 4 ’ 0 8 0 7 0 5 0 4 0 3 0 2 0 8 0 7 0 6 0 5 0 4 0 3 0 2 8:1 TAPER -Y4RPB- STA. 28+66.16 BEGIN -Y4WB- PAVEMENT END -Y4RPB- PAVEMENT -Y4RPC- STA. 35+56.52 BEGIN -Y4EB- PAVEMENT END -Y4RPC- PAVEMENT 10’ P.S. 4’ P.S. 2 5 3 0 3 5 60’ R - Y 6 - P C S t a . 3 5 + 5 4 . 4 3 0 2 0 1 0 0 0 1 0 2 0 3 0 4 0 4 0 2 0 1 0 0 0 1 0 2 0 3 21’ INC. + 5 8 . 4 6 -Y4RPB- END CONSTRU CTION -Y4RPC--Y4EB- POT Sta. 114+00.00 -Y4RPC- POT Sta. 40+03.40 = 12.00’ RT. - Y 4 W B - P O T S t a . 1 1 4 + 2 5 . 4 3 - Y 4 R P B - S T S t a . 3 2 + 8 0 . 8 1 = 2 4 . 0 0 ’ L T . 3 0 ’ R 30’ R + 3 2 . 6 1 + 5 1 . 7 3 EXIST. -Y8- POC STA. 10+77.31 10 15 -Y8- PC Sta. 16+81.70 -Y8- PT Sta. 11+54.73 -Y8- PC Sta. 10+00.00 -Y6- PT Sta. 38+31.89 22’ BEGIN -Y8- Sta. 10+00.00 - Y4 R P C - S T S t a . 3 2 + 19 . 5 3 45.00’ +30.00 -Y6- C S S ta . 2 9 + 7 9 .5 3 - Y4 R P C - DE-WATER POND 0202 02 02 01 01020203 0304 0405 0506 0 1 0 5 0 4 0 5 0 6 0 6 18’ 18’ 18’18’ 2 4 ’ 18’ 18’ 6’ R 24’ INC 2 4 ’ 4’ P.S. 4’ P.S. 100’ TAPER TO EXISTING RT & LT SIDE E X IS T . 24’ INC 0 4 0 3 0 3 0 2 0 2 0 3 0 4 0 2 0 2 -Y 5A - E D I S .T L D N A .T R R E P AT ’ 0 0 3 10’ 15’ R 5’ R 10’ 10’ R 300’ TAPER BEGIN CONSTRU CTION TYP. EXISTING MATCH INC 15.58’ 30’ R 30’ R 100’ T A PE R 100’ F UL L L ANE -Y5A- LT. 59+25.00 TO 60+25.00 RETAINING WALL 06 30’ R 30’ R 02 00 TIP PROJECT U -2579G CONSTRU CTED U ND ER -Y5A- POT STA. 53+48.46 TIE TO NOISE WALL END WW FENCE 8:1 TAPER 8:1 TAPER -NWY41- BEG NOISE WALL -NWY41- PROP NOISE WALL F F F F F F F F F F F F F C C C C C C C C C C C C C C F F F F FF F C C C C F F F F C C +36.83 -Y4RPB- 141.00’ +55.64 -Y4RPB- 144.67’ +50.19 -Y5A- 70.00’ +78.97 -Y5A- 42.00’ +60.00 -Y5A- +32.65 -Y5A- +74.44 -Y5A- 60.00’ 70.00’ +35.58 -Y5A- +35.58 -Y5A- +50.00 -Y5A- +50.00 -Y5A- 98.38’ +51.00 -Y4EB- +55.00 -Y4RPC- 107.00’ +17.34 -Y6- 33.00’ +66.99 -Y6- 33.00’ 33.00’ +54.43 -Y6- +40.81 -Y4RPB- 145.63’ +50.00 -Y4RPB- 141.00’ 42.00’ 42.00’ +19.00 -Y5A- 33.00’ +52.00 -Y6- 162 162 178 177 180 960 179 182 183 185 184 186 946 189 192 193 187 191 195 196 197 194 65.62’ -Y5A- +79.00 75.00’ 91.00’ +18.00 -Y5A- +41.00 -Y5A- -Y5A- +19.75 -Y5A- +46.83 +90.00 -Y6- +70.00 -Y6- 104.00’ 104.00’ 33.00’ 141.00’ +75.00 -Y4RPC- 141.00’ -Y4RPC- +19.53 +10.00 -Y4RPC-+10.00 -Y4RPC- +70.00 -Y4RPC- 148.47’ 245.00’245.00’ +97.44 -Y4RPB- 214.73’ 69.14’ +12.20 -Y6- 69.14’ +61.41 -Y6- +48.46 -Y5A- EX. R/W 70.00’ EX. R/W 60.00’ EX. R/W EX. R/W +55.02 -Y5A- +34.23 -Y5A-EASEM ENT EXIST. EASEM ENT EXIST. EX. R/W EX. R/W +00.00 -Y5A- Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased 187 192A Under U-2579G Purchased Under U-2579G Purchased P P 2GI P P 2GI JB w/M H JB w/M H P P P P HW P 2GI P Conv. O TCB To 2GI 2GI FS FS FS FS 2GI FS FS Conv. O TCB To 2GI 2GI GRADE TO DRAIN P P FS FS 2GI FS 2GI-A 2GI-A 2GI-A 245 246 394 393395 396 398 397 405 403 402 401 404 392 400 399 392A 406 407 408 409 Natural Ground ( Not to Scale) 2:1 2: 1 D B Fill Slope b LATERAL BASE DITCH 1"/Ft. DETAIL #3 b= 5 Ft. B= 2 Ft. Min. D= 2 Ft. FRO M STA 19+90 TO 22+50 -Y4RPB- LT ( Not to Scale) LATERAL BASE DITCH Natural Ground 2: 1 D B b Fill Slope d Fabric Filter 2:1 1"/Ft. DETAIL #12 *When B is < 6.0’b= 5 Ft. B= 2 Ft. Max. d= 2 Ft. Min. D= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA 105+30 TO 107+10 -Y4- LT FRO M STA 22+50 TO 23+90 -Y4RPB- LT FRO M STA. 117+85 TO 118+25 -Y4- LT 4:1 or Flatter Fill Slope ( Not to Scale) SPECIAL LATERAL ’V’ DITCH Natural Ground 2: 1 D DETAIL #15 Min. D= 2 Ft. FRO M STA. 25+60 TO 27+85 -Y6- RT Natural Natural Ground Ground 2: 1 2:1 D ( Not to Scale) STANDARD ’V’ DITCH DETAIL #7 Min. D= 2 Ft. FRO M STA. 36+42 TO 36+67 -Y4RPC- LT Natural Ground Filter Fabric d 2: 1 B D ( Not to Scale) Type of Liner= Class I Rip-Rap B= 3.0Ft. Max. d= 2.0Ft. Min. D= 2.0Ft. DETAIL #32 TAIL DITCH Natural Ground FRO M STA.107+50 TO STA.107+61 2:1 404A 403A 15" RCP-III 18" RCP-III 18" RCP-III 18" R C P-III 1 8 " R C P - I I I 15" RCP - III T R E N C H LE S S I N S T A L L A T I O N 4 2 " W E LD E D S T E E L 3 0 " R C P -V 30" RCP-III 18" RC P-IV 18" RC P-III 18" RCP-IV 18" R C P-III 18" 30" RCP-III 30" RCP-V 30" RCP-III 3 0 " R C P - I I I 0401 0402 24" RCP-III 0403 15" FLAT GRATE 2GI W / 464 Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA. 107+20 TO 108+22 -Y4- LT 2GIFS 18" 463 18 " 466 18" RC P-III 465 24"24" 468 467 5’NEGATIVE ACCESS EASEMENT 5’ U TI LI T Y E A S E M E N T 5’ U TI LI T Y E A S E M E N T P B 3 3 P G 11 2 0’ S A NIT A R Y S E W E R E A S E M E N T 10’ UTILITY EASEM ENT EIP EIP EIP EIP EIP E IP EIP EIP EIP EIPEIPEIPEIPEIPEIP 2 7 5. 0 0 ’ 273.15’ 9 6 . 5 8 ’ 4 0 . 9 5 ’ 10 5 . 0 0 ’ 258.19’ 270.01’ 202.48’ 14 9.7 0’ 197.20’ 6 5. 0 0’ 7 8. 12’ 3 8. 9 2’ 270.00’ 115. 0 0’ 115. 0 0’ 270.21’ 270.21’ EIP EIP EIP EIP EIP EIP 115. 0 0’ 15. 0 0’ 10 5. 0 0’ 10. 0 0’ 115. 0 0’ 110. 0 0’ 266.38’ 266.85’ 10 9. 6 2’ 2 8 0. 7 2 ’19 7 .6 2 ’ 337.66’ 390.43’ 291.20’ 2 7 8.6 6’ EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 175.00’ 265.00’ 5’NEGATIVE ACCESS EASEMENT 5’NEGATIVE ACCESS EASEMENT5’NEGATIVE ACCESS EASEMENT 5’ U TI LI T Y E A S E M E N T 5’ U TI LI T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T 5 ’ U T I L I T Y E A S E M E N T 5’ U TI LI T Y E A S E M E N T 5’ U TI LI T Y E A S E M E N T 5’ U TI LI T Y E A S E M E N T 50.00’ E XI S TI N G R/ W E XI S TI N G R/ W 5’ UTILITY EASEM ENT 5’ UTILITY EASEM ENT PB 33 PG 44 20’ SANITARY SEWER EASEMENT P B 3 3 P G 4 4 2 0’ S A NI T A R Y S E W E R E A S E M E N T PB 3 3 PG 44 2 0’ SA NIT A R Y SEW ER EA SEM E N T 50.00’ E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W 5 0. 0 0 ’ L=31.15 R=25.00 L=88.71’ R=50.00’ L =41.15’ R=50.00’ L =3 5.7 5 ’ R =5 0 .0 0 ’ L =12.03’ R =50.00’ L = 4 1. 15 ’ R = 5 0 . 0 0 ’ 7 0 . 7 1’ 7 1.0 6’ 20.00’ 266.31’ EIP TO COR 266.57’ R/W TO COR 272.27’ EIP TO COR270.81’ R/W TO COR E X IS T I N G R / W E X I S T IN G R / W 50.00’ 50.00’ 289.32’ 10 4.2 9 ’ 61.60’ 189.69’ 19 6 .7 6 ’ 10’ UTILITY EASEMENT 10’ UTILITY EASEMENT 268.03’ 230 .27 ’ 10’ UTILITY EASEMENT 2 2 6 . 17 ’ 2 9 8 . 3 4 ’ 15 5 . 6 3 ’ 20.40’ 18 9 .7 8 ’ 6 3. 9 3 ’ 142 .33 ’ 193 .38 ’ 261.42’ EIP TO COR 260.61’ R/ W TO COR 18 4 . 5 6 ’ E I P T O R / W 18 5 . 12 ’ R / W T O R / W 15 8 . 11’ E I P T O R / W 15 9 . 0 0 ’ R / W T O R / W 343.29’ 334.15’ 260.22’ 254.25’ 1 6 9 . 4 6 ’ 110 . 0 0 ’ 8 6 . 0 6 ’ 19 2 . 6 4 ’ EXISTING R/W EXISTING R/W 5 0 . 0 0 ’ L=16.84’R=50.00’L=59.31’R=50.00’ L = 5 2.3 6’ R = 5 0.0 0’ L=52.36’ R=50.00’ L=60 .32 ’ R=50 .00 ’ L = 2 1. 0 2 ’ R = 2 5. 0 0 ’ L=21.02’ R=25.00’ 13.70’ EXISTING R/W 6 0 .0 0 ’ 6 0 .0 0 ’ 1 4 6. 0 0 ’ E I P T O C O R 1 4 5. 8 3 ’ R/ W T O C O R 247.85’ 5’ NEGATIVE ACCESS EASEMENT 5’ NEGATIVE ACCESS EASEMENT 10’ UTI LI T Y E AS E M E NT 10’ UTILITY EASEMENT 10 ’ U T IL IT Y E A S E ME N T 10 ’ U T IL IT Y E A S E ME N T 9 4 . 5 4 ’ EIP EIP 2 1 0. 3 6 ’ EXISTING R/W EIP 6 8 4 . 2 2 ’ E I P T O R / W 6 8 3 . 7 5 ’ R / W T 0 R / W 10 6 . 3 1’ E I P T O C O R 10 7 . 2 0 ’ R / W T O C O R 8 0 . 0 0 ’ E I P T O C O R 7 9 . 12 ’ R / W T O C O R 269.83’ EIP TO COR 270.21’ R/W TO COR EIP E I P 251.94’ EIP TO COR 252.21’ R/W TO COR EXISTING R/W 266.71’ 270.00’ 270.00’ EIP PB 40 PG 14 DB 2496 PG 3035 PB 40 PG 14 DB 2219 PG 5636 PB 40 PG 14 DB 2316 PG 2429 PB 40 PG 14 DB 2511 PG 759 PB 40 PG 14 DB 2325 PG 3228 PB 40 PG 14 DB 2200 PG 870 PB 40 PG 14 DB 2110 PG 3596 PB 40 PG 14 DB 2237 PG 797 PB 40 PG 14 DB 2484 PG 1066 PB 40 PG 14 DB 2468 PG 4228 PB 40 PG 14 DB 2287 PG 2200 PB 40 PG 14 DB 2361 PG 4095 NANCY W. GOSSARD JERRY G. GOSSARD KAREN FLEMING MICHAEL FLEMING KELLY THOMPSON MICHAEL G. THOMPSON LEIGH YARBROUGH ERIC J. YARBROUGH WATSON BROTHERS, INC. SHERESE R. ROBBINS ROBERT W. ROBBINS RACQUEL INGRAM CHINNO INGRAM ALEJANDRO ROCHA EDWARD GUNTER JOHN TYSON TERESA A. TYSON CHRISTINA R. NEWSOM DONALD R. NEW SOM JOHN H. W OOD TALEONA L. MAYFIELD KELVIN L. MAYFIELD CATHY P. RAYLE RONALD W. RAYLE JR. CHARISSA FISCHER MICHAEL J. FISCHER DORIS M. DUMAS BARRY D. HUFF KIMBERLY J. LYNCH TIMOTHY D. LYNCH SOPHIA BLACK PERRIN BLACK CI T Y O F WI N S T O N- S A L E M CITY OF W INSTON-SALEM F O R S Y T H C O U N T Y FORSYTH COUNTY TOWN OF KERNERSVILLE TOWN OF KERNERSVILLE FORSYTH COUNTY FORSYTH COUNTY ; ; 20’ SAN. SEW ER EASEM ENT E I P EIP E XI S TI N G R/ W E XI S TI N G R/ W LAVONDA FAYE GADDY JOHN AVERY GADDY TO WN O F K ER N ER SV ILLE FO R SY TH C O U N TY 1 4 6 . 5 7 ’ + 8 8 . 2 1 12 6 . 2 5 ’ + 2 6 . 7 7 2 4 4 . 16 ’ + 2 8 . 8 7 2 2 8 . 0 0 ’ + 0 5 . 2 7 2 6 7. 7 7’ + 8 3. 8 8 184.08’+51.44 12 6 . 14 ’ + 0 0 . 12 13 5 .7 6 ’ + 0 6 .8 8 12 5 . 9 4 ’ + 3 5 . 8 6 25.10’+55.13 24.01’+90.19 25.00’+70.67 26.06’+00.67 31.23’+99.17 8 1. 2 6 ’ + 9 3 . 5 3 37.65’ +82.71 25.48’+57.07 PB 22 PG 84 DB 2595 PG 1797 KIP J. MILLER PB 22 PG 84 DB 2321 PG 2542 DANIEL A. MCKENZIE PB 40 PG 14 DB 2713 PG 0838 DEANNA M. TAWNEY JOEL A. TAWNEY PB 40 PG 14 DB 2136 PG 3729 PB 40 PG 14 DB 2650 PG 4336 YVONNE L. GONZOLEZ JOSEPH F. GONZOLEZ PB 40 PG 14 DB 2379 PG 2015 CARLA DESHAZO HOLT DONNIE ORLANDO HOLT DB 2915 PG 3870 MARY ANN P. SMITH WADE W. SMITH JR. DB 2915 PG 3870 MARY ANN P. SMITH WADE W. SMITH JR. DB 915 PG 488 SUE S. ROUTH CAROL S. DEBUSK PB 37 PG 46 DB 3083 PG 1918 ELIZABETH H. JONES MARK H. JONES, JR. PB 37 PG 46 DB 2200 PG 4078 CATHERINE W HISMAN MORGAN JEFFREY DALE MORGAN PB 37 PG 46 DB 2145 PG 232 ANN FLYNN WATKINS JAMES ALLAN WATKINS PB 37 PG 46 DB 1624 PG 2903 WATSON BROTHERS, INC. PB 37 PG 46 DB 1790 PG 2230 HOMEOWNERS ASSOCIATION DOE RUN PB 37 PG 46 DB 1706 PG 2650 PB 37 PG 46 DB 2335 PG 134 PB 37 PG 46 DB 2254 PG 3359 PB 37 PG 46 DB 1846 PG 967 ALYCE W. GRAHAM TIMOTHY A. GRAHAM PB 37 PG 46 DB 2557 PG 2210 MARTHA P. GONZALEZ RAMON GONZALEZ PB 37 PG 46 DB 2691 PG 2801 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT PB 37 PG 46 DB 1740 PG 1900 PB 37 PG 46 DB 1940 PG 1373 PB 37 PG 46 DB 1624 PG 2903 PB 37 PG 46 DB 1834 PG 1937 CAROL M. WESTMORELAND PB 37 PG 46 DB 1800 PG 1440 DONNA L. HESTER MICHAEL A. HESTER PB 37 PG 46 DB 2547 PG 1766 WATSON BROTHERS, INC. PB 37 PG 46 DB 2547 PG 1766 BRETT A. GITTER PB 37 PG 46 DB 2430 PG 832 SHERRI D. BERRIER STEPHEN PEGG PB 37 PG 46 DB 2044 PG 550 KIM L. CASHWELL-MURRAY WILLIAM L. MURRAY PB 37 PG 46 DB 2893 PG 2953 LEI ZHANG PB 37 PG 46 DB 1624 PG 2903 WATSON BROTHERS, INC. PB 37 PG 46 DB 2547 PG 1764 BRETT A. GITTER PB 37 PG 46 DB 2701 PG 2500 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT PB 37 PG 46 DB 915 PG 487 WADE WESSLEY SMITH JR. PB 37 PG 46DB 915 PG 489MICHAEL J. ROUTH PB 37 PG 46 NO RECORDED DEED SUE S. ROUTH CAROL S. DEBUSK PB 37 PG 46 NO RECORDED DEED SUE S. ROUTH CAROL S. DEBUSK S 76 39’22" W 270.57’ N 17 3 1’ 0 7 " W 12 0. 0 0’ 3 5 . 0 1’ 2 5 ’ A C C E S S E A S E M E N T D B 16 2 1 P G 2 8 2 5 EIP EIP EIP EIP EIP EIP EIP E X I S T IN G R / W 60.00’ E X IS T IN G R / W E X IS T IN G R / W 368.37’L=75.28’R=333.70’ L=62.45’R=333.70’ L=100.19’ R=333.70’ 182.70’ 22.04’ 190.09’ 273.71’ EIP T O C O R 272.85’ R/ W T O C O R 1 9 8. 2 7 ’ E I P T O C O R 1 9 9. 2 7 ’ R/ W T O C O R 149.68’ EXISTING R/W 2 5 0 . 0 0 ’3 11. 5 8 ’ 3 5 3 .7 0 ’ ANTHONY GURLEY REBECCA S. GURLEY 174.78’ EIP 3 4 6 .3 9 ’ E IP T O C O R 3 4 6 .6 6 ’ R / W T O C O R E X IS T IN G R / W E X IS T IN G R / W 60.00’EXISTING R/W SADIE S. WEAVIL 69.47’ 4 3 . 7 8 ’ E X IS T IN G R / W DB 1621 PG 2825 PB 25 PG 114 DB 1822 PG 574 DB 1722 PG 4027 DB 714 PG 123 W IN S T O N - S A L E M C IT Y O F F O R S Y T H C O U N T Y 3 6 . 3 5 ’ + 7 6 . 5 3 3 0 .0 1’ + 0 3 .14 29.48’ +22.19 SIGHT EASEMENT PB 25 PG 114 DB 3090 PG 4208 THE BANK OF NEW YORK MELLON DB 2930 PG 2838 DONALD J. BROWN PB 22 PG 84 DB 2133 PG 4003 DB 1914 PG 112 DB 1792 PG 1895 DB 1660 PG 1343 DB 2918 PG 3620 DB 724 PG 196 ROYCE B. SMITH HEIRS PB 22 PG 84 DB 2133 PG 4003 DB 1914 PG 112 DB 1792 PG 1895 DB 1660 PG 1343 DB 2918 PG 3620 DB 724 PG 196 ROYCE B. SMITH HEIRS DB 2136 PG 2998 DB 2136 PG 2995 BERRIER CONSTRUCTION COMPANY, INC. DB 2727 PG 1127 BRIAN JAM ES SIM MONS RENEE LYNN FABINIAK TAMMY W. SIMMONS BRIAN D. SIMMONS & WIFE DB 3058 PG 3284 KAREN W. MANNING CHARELS L. MANNING & WIFE FROM HASTINGS HILL ROAD FOR PURPOSE OF INGRESS, EGRESS AND REGESS, EASEMENT IS PERMANENT NON-EXCLUSIVE DEED 1621 PAGE 2825 ACCORDING TO PB 25 PG 114 DB 3076 PG 3630 SUSAN P. MILLER LACY BEN MILLER & W IFE RHONDA FAYE JOHNSON THOMAS E. JOHNSON & WIFE PB 25 PG 114 PB 22 PG 84 DB 2547 PG 1447 JILL WHITE NELSON SHANNON WILSON NELSON & WIFE 2 3 9 . 9 0 ’ E I P T O C O R 2 2 8 . 6 4 ’ R / W T O C O R N 4747’40" E186.61’ N 6445’25" E 278.96’ S 0 1 4 6 ’ 2 9 " W 17 . 4 4 ’ N 7207 ’20" W 108 .48 ’ N C D O T D B 3 0 6 7 P G 4 2 3 6 NCDOT DB 3026 PG 3124 N 7207 ’20" W 193 .38 ’ N 7207 ’20" W 72 .91’ NCDOT DB 3026 PG 3124 112.00’ 13 0 .0 0 ’ -NWY41- TOP=887.27 INV=874.37 TOP=907.88 INV=902.18 TOP=910.61 INV=897.11 TOP=903.39 INV=895.09 8 " V C 8 " V C 8 " V C TOP=873.24’ INV=860.74’ CAMERA T T EOI T T W T T W 16" DI 16" DI 16" DI 16" DI 6" DI 6 " D I 6" DI 6" DI 8" DI8" DI8" DI8" DI8" DI 6 " DI 6 " DI 6 " D I 6 " DI 6" DI 4" P L 4" PL 4" PL 4" PL 6 " D I 2 " P L 2 " P L 2 " P L 2 " P L 2 " P L 2" PL ( A T U R ) ( A T U R) ( A T U R) ( A T U R ) ( A T U R ) ( A T U R ) ( A T U R) ( A T U R) 6 " D I (A T U R ) 92 CAT-1GRAU-350 GRAU-350 GRAU-350 GRAU-350 GRAU-350 GRAU-350 CAT-1 AT-1 G R AU 350 GRAU 350 TL-3TYPE B-77 -BY15A-421 -BY15-540 -BY15A-543 -BY15-541 -BY15B-544 -BY17- 556 -BY19- 426 -BY20- 427 -BY20-567 -BY16-548 -BY16-549 -BY17-558 -BY21-428 -BY17-557 CB 18" R C P F E S F E S 2 4 " R C P F E S 30" R C P F E S 1 8 " C M P CB 18" RCP FES FES 18" R C P U N K N O W N S I Z E / T Y P E 15 " C M P CB CB CB CB CB CB CB CB CB CB 30" R CP FES FES DI UNKNOWNSIZE/TYPE 18 " R C P 18" RCP 18 " R C P UNKNOWN SIZE/TYPE 2 4" R C P I N V = 8 8 5.2 0 F E S 18 " R C P 15 " R C P 18" RCP U N K N O W N T Y P E / S I Z E 24" RCP 18 " RC P 18" R CP CB CB CB 18" RCP 18 " R C P F E S 12" PLASTIC 12" PLASTIC OVER FES DI BUILT 18" RCPFES 15" PLASTIC 15" PLASTIC FES 15" P L A S TIC FES 18" RCP FES FES 18" RCP 30" R C P F E S F E S F E S 2 4 " R C P F E S DI 1SFD 1SFD S POOL W W D G G R 12" RCP 12" RCP W 36" CONC CON C B S W D 4 8 "WW 15" RCP 12" RCP 370 GUY 12" RCP S R 2 6 3 2 S E D GE GAR D E N R D 2 0 ’ B S T SR 2657 HASTINGS HILL RD 22’ BST AME R S H AM C T 2 1’ B S T 16’ CONC 20’ CONC S 48" IRON 2 S B K D 3 6 " C O N C 2 S B K D 2SBKD 2 S B K D 2 S B K D 2SBKD 2 S B K D 2 S B K D 1SBKD 2 0 ’ C O N C 12 ’ CONC 12’ CONC 12’ CONC 12 ’ C O N C 4 8 " C O N C W D 48" C O N C 48" C O N C 48"CONC 12" H DPE 15" HDPE 15 " H D P E 1 5 " H D P E 15" H DP E LT L T 18" RCP FES 48" CONC 15" CMP 15" RCP LT AMERSHAM CT 21’ BST MTL MTL 60"WW 1SBW 60"WW 1SBW POOL 311 W/LT LT LT L T D E E R R U N D R 2 1’ B S T 12’ C H L 1 2’ C H L S C O N C 72" CHL&1SBW 72" CHL&1SBW BST 12’ CHL 48"CONC GERRY RD 20’ BST B K B K S S S 60 " CHL 4 8 " W W L T 4 8 " P L A S T I C 12 " R C P S B C O N C 6 0 "B K BK W ALL 1 8 " C M P GATE MTL 12" RCP W/LT 15" RCP LT 48" CONC 15" RCP CO N C 18" RCP 18" RCP 18 " R C P MTL MTL M TL 48"CONC WD DK W D D K WD DK W D D K DKWD D K W D 4 8 " WW& 1S B W 6 0 " W D S O I L 2 S B K DW D D K 18" RCP 18" RCP 18" RCP DK WD W/LT GAZEBO WD D K W /LT 12" RCP 36" CONC 1SBKD APPROX S DK WD CONC B S T D K W D DI DI I-40 BUS WBL US 42 NBL 23’ BST 10’ BST I-40 BUS EBL US 42 SBL 24’ BST 11’ BST 4’ BST 4’ BST 48" WW&PLASTIC RAIL 48" W W& WD RAIL W ALL 12’ CONC 48" PLASTIC RAIL SCRUB SCRUB SCRUB P OND WE .8 8 4 .6 DI DI DI DI DI DI DI CON C 48" PLASTIC RAIL 48" PLASTIC RAIL 18" R C P W/LT 1SBKD S S 1 2 ’ B S T 2 S B KD 11’ C ON C 12’ CONC 12’ CONC 15" H D P E DI POOL HOUSECONC L T L T L T L T B K B K W/LT 48" CONC 4 8 " W W & 1 S B W B S T 36" WW&1SBW 10 ’ B S T LT B S T T E N NI S C O U R T S 48" PLASTIC RAIL 18 " RC P 18" R CP 2 4" R C P F E S C B CB CB 18" RCP FES 12" PLASTIC OVER FES DI BUILT CB 30" RCP FES FES CB 18" RCP 15" RCP 18" CMP 1 5 " R C P 1 5 " R C P 15 " R C P 321 357 W D S 356 30" C&G 359 7 2 " W D 10’ CONC 1SBKD 36" CONC 1S B K D 48" CONC 1 4 ’ C O N C 48" C HL 60" W D S S 3 0 " W D POOL 354 W 1S B K D 2 S B K D 2SBKD 10’ CONC 15 ’ C O N C10 ’ C O N C 15" HDPE 15" H D PE 15" R CP12" HDPE 48" CONC 48" CONC 4 8 " C O N C S 362 B S T 2 SFD LT L T L T L T S R 4 2 0 8 B E N S M IT H R D 2 0 ’ B S T MTL MTL MTL 60" CHL&1SBW 316 315 317 318 319 320 W/LT 15" RCP C O N C BST 1 S F D 3 6 " C O N C D E E R R U N D R 2 1’ B S T CONC 3 6 " C O N C 2 S B K D 2 S B K D CONC 2 S B KD C O N C CONC B K WA L L 2 S B K D CONC W /LT W/LT W /LT W D DK W/LT MTLMTL CB L T W D D K W D DK LT 1S B K D DK W D DK WD L T L T CONC CONC C O N C CONC W D D K W D D K W D D K C O N C DK W D MTL CONC R AI L 4 8 " W D & W W 48 " PLAST IC RA IL & WW RIPRAP BST BST I-40 BUS WEST US 421 NORTH 24’ BST I-40 BUS EAST US 421 SOUTH 24’ BST 10’ BST 10’ BST 10’ CONC 2 4" RCP W /LT 1SF D 72" CHL 1S B K D 36" CONC 9’ C O N C S W D 2 S B K D 10 ’ C O N C 48" CONC 48" CONC AMERSHAM CT 21’ BST C O N C 60" CHL 1SBW SR 2825 GERRY RD 20’ BST CONC B K L T 10’ CONC 48" PLASTIC 2 S B K D MTL DEER RACK CIR 22’ BST GR RAIL48" W D&W W LT SCONCCONC CONCCONC CONC C O N C 2 S B K D 48" S T O N E 2SBKD 72" W D D E E R R U N D R 2 1’ B S T 15 " R C P 15" R C P W D D K LT 12’ C H L 12’ CHL C O N C P L A N T E R S S OIL WALL36" WD REM O VE REM O VE RETAIN AN D EXTEND CO LLAR REM O VE REM O VE REM O VE REM O VE REM O VE REM O VE FES RETAIN REM O VE FES END BRIDG E TO 69+80 -Y5A- RT SHO ULDER BERM GUTTER AND FLAT G RATE TB 2G I W / NARRO W SLO T EXTEND RETAIN AND REM O VE FES CO LLAR RETAIN AND EXTEND CO LLAR REM O VE 18" RCP-III 18" RCP-III RETAIN RETAIN 15" RCP REM O VE +/-20’ CO LLAR EN D BRIDGE TO 70+17 -Y5A- LT SHO ULDER BERM G UTTER EST 21 SY FF EST 8 TO N S RIP RAP CLASS ’B’ SEE DETAIL#6 EST 401 SY FF EST 149 TO NS CLASS "B" RIPRAP TO E PRO TECTIO N W / EXST 72" CO NC DITCH RETAIN +/-64’ O F CO N NECTO RS AN D RO D AND LUG 15" CSP W / 2 ELBO W S REM O VE EST 7 SY FF EST 2 TO N S RIP RAP CLASS ’B’ CO NN ECTO RS AN D RO D AND LUG 15" CSP W /2 ELBO W S REM O VE W / ELBO W 18" CSP TO 2GI W / FLAT GRATE CO N VERT JB W / M H 18" RCP-III DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIG N ENG IN EER EN GIN EER R/W SHEET NO . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 5 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 2 9 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 29U-2579B Y6 MATCHLINE -Y6- STA 18+30 SHEET 31 M A T C H L I N E - Y 4 - S T A . 1 3 7 + 3 2 S H E E T 3 0 PI Sta 21+34.27 D L = 451.85’ T = 240.51’ R = 533.00’ RO = SEE PLANS SE = 0.06 M A T C H L I N E - Y 6 - S T A . 2 3 + 9 4 . 1 5 S H E E T 2 8 M A T C H L I N E - Y 4 - S T A . 1 2 4 + 7 0 S H E E T 2 8 (GRADING, PAVING, DRAINAGE, & STRUCTURE) TO BE CONSTRUCTED UNDER TIP PROJECT U-2579G DRAINAGE TO BE CONSTRUCTED UNDER TIP PROJECT U-2579G PARCELS IMPACTED UNDER TIP PROJECT U-2579G RIGHT OF WAY TO BE PURCHASED UNDER TIP PROJECT U-2579G TIP PROJECT U-2579G PERAMENT DRAINAGE EASEMENT TO BE PURCHASED UNDER UNDER TIP PROJECT U-2579G PERAMENT DRAINAGE/UTILITY EASEMENT TO BE PURCHASED PAVED SHOULDER PAVEMENT TO BE OBLITERATED FOR -Y4EB- PROFILE, SEE SHEET 53-54 FOR -Y4WB- PROFILE, SEE SHEET 58-59 FOR -Y5A- PROFILE, SEE SHEET 83-84 FOR -Y6- PROFILE, SEE SHEET 89 NOTE : FOR TIP PROJECT U-2579G, SEE U-2579G PLAN SHEET 5 M ATCH LINE -Y5A- STA.62+50 SHEET 28 (CO N STRU CTED U N D ER TIP PRO JECT U -2579G) (CO N STRUCTED UN DER TIP PRO JECT U-2579G) M ATCHLINE -Y5A- STA 73+00 SHEET 31 65 70 300’ TAPER 1000’ FULL LANE -Y6- 22’ 3 6 ’ 2 4 ’ 4’ P.S. 10’ P.S. 4’ P.S. 4’ P.S. 10’ P.S. 2 4 ’ 4’ P.S. -Y4WB- -Y4EB- -Y4WB- -Y4EB- 1 2 5 1 3 0 1 3 5 PI Sta 21+34.27 D L = 451.85’ T = 240.51’ R = 533.00’ -Y4--Y4- 30’ 3 6 ’ -Y4- POT STA. 129+64.57 -Y5A- POT STA. 68+06.51 PI Sta 21+34.27 D L = 451.85’ T = 240.51’ R = 533.00’ - Y 6 - P T S t a . 2 3 + 4 5 . 6 2 I-40 BUS WEST US 421 NORTH 24’ BST I-40 BUS EAST US 421 SOUTH 24’ BST 45.00’ +45.67 -Y6- END W.W. FENCE BEGIN W.W. FENCE TIE TO EXISTING END W.W. FENCE GRADE TO DRAIN OBLITERATE AND T APER 8:1 T APER 8:1 T APER 8:1 - Y5 A- - Y5 A- 1 0 ’ 25’ R 10’ R 10’15’ R 60’ R50’ R BEGIN APPROACH SLAB BEGIN BRIDGE END BRIDGE END APPROACH SLAB 300’ T APER RT. AN D LT. SIDE 4’P.S. 24’ GRADE TO DRAIN OBLITERATE AND T APER 8:1 4’P.S.24’4’P.S. TIP PROJECT U-2579G CONSTRUCTED UNDER -Y5A- POT STA. 66+83.52 TIP PROJECT U-2579G CONSTRUCTED UNDER -Y5A- POT STA. 67+07.01 TIP PROJECT U-2579G CONSTRUCTED UNDER -Y5A- POT STA. 69+47.75 TIP PROJECT U-2579G) (CONSTRUCTED UNDER FULL DEPTH PAVEMENT TIP PROJECT U-2579G) (CONSTRUCTED UNDER FULL DEPTH PAVEMENT PC Sta. 18+93.77-Y6- 4’P.S. 8:1 TAPER 121.46’ +67.34 Y4 W.W. FENCE END W.W. FENCE BEGIN -Y4- STA. 129+50.00 TIE TO EXISTING END W.W. FENCE 124.00’ +75.00 Y4 24’35.5’ 125.39 +00.00 -Y4- TIP PROJECT U-2579G CONSTRUCTED UNDER -Y5A- POT STA.69+24.26 TIE NOISE WALL BEGIN W.W. FENCE END NOISE WALL -NWY41- BEG NOISE WALL -NWY42- END MSE WALL -NWY42- PROP NOISE WALL BARRIER FACE PAVE TO F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C 33.00’ +35.66 -Y6- 33.00’ 45.90’ 40.00’ +59.16 -Y6- +50.00 -Y6- +93.77 -Y6- 33.00’ +93.77 -Y6- 42.00’ +47.35 -Y5A- 42.00’ +54.55 -Y5A- 42.00’ +69.69 -Y5A- 33.00’ +45.62 -Y6- 18+93.77 33.00 +20.75 -Y5A- 277.10’ 198 196 199 201202 200 +90 EX. R\W EX. R\W +60 +27 160’ 37.00’ 53.00’ +53.00 -Y6- +00.00 -Y6- 53.00’ +93.77 -Y6- 61.18’+94.48-Y5A- EX. R/W +41.17 -Y5A- +20.00 -Y5A- 71.00’ 100.00’+13.00 -Y5A- 70.00’ +54.01 -Y5A- +54.01 -Y5A- 70.00’ +78.07 -Y5A- EX. R/W +45.81 -Y5A- EX. R/W +81.55 -Y5A- EX. R/W +40.00 -Y5A- 145.00’ +00.00 -Y5A- 145.00’ 70.00’ 197 Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Partial Purchase +13.49 -Y5A- EX. R/W 2G I Conv. O TCB To 2G I FS FS 2G I 426 427 Fill Slope ( Not to Scale) TOE PROTECTION d Fabric Filter FLATTER2:1 OR Ground Natural DETAIL #6 d= 2 Ft. Type of Liner= Class ’B’ Rip-Rap FRO M STA. 129+00 TO 130+00 -Y4- LT 427A 15" RCP-III 0522 15" 15" 0525 18" RCP-III 0501 0502 18" RCP-III 15" RCP-III FALSE SUM P 18" RCP-III SHO ULDER BERM GUTTER B 0505 15" RCP-III 0505 0506 FALSE SUM P 18" RCP-III A 0505 0507 0508 18" RCP-III 0509 JB w/M H 0503 18" CSP 0504 0516 0517 2 4 " R C P -III JB W / M H 30" RCP-III0518 2GI 0515 FALSE SUM P 0510 FLAT G RATE 2G I W / 15" RCP-III FLAT G RATE 2G I W / 0513 15" RCP-III 2 GI15" CSP 0512 W / FLAT GRATE 2GI NARRO W SLO T 15" RCP-IV 0511 2GI W/ NARRO W SLOTS 2GI W/ NARRO W SLOTS 0514 JB w/M H A 0512 2G I FS BDO 469 FLAT GRATE 2GI W / 15 " R C P - III 472 470 2GI W / FLAT G RATE 2G I 2G I 2G I FLAT G RATE 2GI W / 2G I 15" RCP-III 471 DI DI FES DI 18" RCP FES 15" RCP 24" RCP 24" RCP 18" RCP FES 18" R C P STONE 1SD 16’ CONC 15" RCP 2 S B K D 9’ C O N C 12" RCP BK 1 S F D 36" CONC MTL M TL MTL 2SFD 2 S F D G SGR GR S R 2825 GE R R Y D R 20’ BST 12" R CP 12 " R C P S S S BS T 9’ B S T 12" RCP LT GR 12" RCP P O O L C O N C 72" W D S 36" C O N C36" BK1S B K D CONC 9’ CONC B A R RI C A D E W /LT W W /LT 36" CONC CONC36"2SFD W /LT 9’ GR & CONC W/LT CO NC48" 72" CONC 60" CONC WD DK DI C O N C 12" RCP DKWD 60" W W &1SBW BK15’ C O N C 12" RCP W /LT W 3 6 " C O N C B S T 9’ BST S R 2 6 6 7 H A S TI N G S HI L L R D 2 0’ B S T S 4 8" C H L C O N C 4 8" C O N C W D D K W/ L T R AI L 6 0 " W D W 16" DI 16" DI 8" DI GR A U 350 TYPE B-77 GRAU 350 TYPE B-77 TYPE B-77TYPE B-77 GR A U 350 GR A U 350 TYPE B-77GRAU 350 TL-3 GUARDRAIL TO BE RESET -BY15-542 -BY15B-422 -BY15-420 -BY17-559 -BY16-550 CB F E S 18" R C P CB JB APPROX 2 4 " R C P F E S 2 4 " R C P F E S 18" RCP15" RCP ELBOW APPROX THIS AREA DAMAGED IN TOP OF PIPE 18" RCP CB CB 15" RCP 2 5 7 . 0 1’ 1 9 5 . 4 8 ’ 125.38’5 2. 8 6 ’ 4 0 . 0 0 ’ 90.00’ 60.00’EXISTING R/ W EXISTIN G R/ W 2 7 2 . 0 0 ’ EXISTING R/W EXISTING R/W 2 5 0 . 0 0 ’ EXISTING R/W 2 5 8 . 0 0 ’ EXISTING R/W EIP EIP 147.32’ EIP TO COR 147.76’ R/W TO COR 113.4 0’ R/W MON 62.15’ L = 17 1.2 1’ R = 15 0.7 9’ DB 2113 PG 1940 JANET THOM PSON LARRY D. THOM PSON C I T Y O F W I N S T O N - S A L E M CI T Y O F WI N S T O N- S A L E M T O W N O F K E R N E R S V I L L E ; 5 4.6 9’ E XIS TI N G R/ W 101.12’ EIP TO CO R 97.70’ R/W TO CO R 2 8 4.4 0 ’ +15.7 3 86.23’+32.98 71.40’+67.77 97.08’ +24.17 PB 22 PG 84 DB 2595 PG 1797 KIP J. M ILLER PB 22 PG 84 DB 2935 PG 1763 RACHEL L. MORROW KEITH A. MORROW PB 22 PG 84 DB 3035 PG 4335 CINDY B. M ONTGOM ERY TIM OTHY A. M ONTGOM ERY PB 22 PG 84 DB 1755 PG 2672 SUSAN CARTER DENNIS W . CARTER S 3605’25" E 206.04’ S 3605’25" E 209.58’N 5341’40" E 196.81’ 108.96’ EIP EIP EIP EXISTING R/W EXISTING R/W 100.22’ 2 1 5 . 5 2 ’ EXISTING R/W EX ISTING R /W 241.43’ EIP T O C O R 242.75’ R/ W T O C O R R/W MON 60.00’ ; 205.00’+69.76 99.22’+38.14 PB 25 PG 114 DB 2954 PG 1994 PREM IER STORES INC. PB 25 PG 114 PB 22 PG 84 DB 3026 PG 0449 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT PB 25 PG 114 DB 2239 PG 1119 PB 25 PG 114 PB 22 PG 84 DB 3009 PG 1962 OF TRANSPORTATION NORTH CAROLINA DEPARTM ENT PB 25 PG 114 DB 2535 PG 2302 SUSAN D. TERRY JARED W . TERRY & W IFERUTH C. SELLARS JAM ES O. SELLARS & W IFE PB 25 PG 114 DB 1297 PG 570 GERALD W . M CGEE N 7329’05" E 230.06’ 108.34’ PB 25 PG 114 PB 22 PG 84 DB 2547 PG 1447 JILL WHITE NELSON SHANNON WILSON NELSON & WIFE 89.25’ N 6948’05" E 121.60’ N 7014’23" E 285.92’ ROAD ELEV=880.61 BEAM ELEV=897.83 ROAD ELEV=879.70 BEAM ELEV=897.56 ROAD ELEV=880.23 BEAM ELEV=898.21 ROAD ELEV=881.15 BEAM ELEV=898.49 ROAD ELEV=881.61 BEAM ELEV=899.03 ROAD ELEV=880.81 BEAM ELEV=898.85 ROAD ELEV=881.25 BEAM ELEV=899.39 ROAD ELEV=882.05 BEAM ELEV=899.60 RETAIN AN D EXTEN D DAYLIG HT EST 10 SY FF EST 3 TO NS RIP RAP CLASS ’B’EST 10 SY FF EST 3 TO NS RIP RAP CLASS ’B’ SEE DETAIL#14 W / 386 SY FF EST. 156 TO N S LATERAL ’V’ DITCH W / CLASS ’B’ RIP RAP EST. DDE 25CY SEE DETAIL#8 TAIL DITCH EST. 3 TO N S CLASS ’B’ RIP RAP EXIST. 18" CM P REM O VE 8ft O F 18" CSP EST 7 SY FF EST 2 TO NS RIP RAP CLASS ’B’ CO N NECTO RS AND RO D AN D LUG 15" CSP W /2 ELBO W S CO N NECTO RS AND RO D AN D LUG 15" CSP W /2 ELBO W S STA 139+00 TO 140+00 -Y4- LT W /RO CK PLATIN G 1.5:1 FILL SLO PES STA 142+00 TO 142+50 -Y4- LT W / RO CK PLATIN G 1.5:1 FILL SLO PES 142+00 -Y4- LT STA 140+00 TO W /RO CK PLATING 1:1 FILL SLO PES DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 5 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 3 0 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 30U-2579B M A T C H L I N E - Y 4 - S T A . 1 3 7 + 3 2 S H E E T 2 9 NOTE : 1. FOR -Y4EB- PROFILE, SEE SHEET 54 2. FOR -Y4WB- PROFILE, SEE SHEET 59 PAVED SHOULDER 300’ TAPER 4’ P.S. 2 4 ’ 4’ P.S. 4’ P.S. 2 4 ’ 4’ P.S. - Y 4 W B - P O T S t a . 1 5 0 + 2 2 . 8 9 - Y 4 E B - P O T S t a . 1 5 0 + 2 2 . 8 9 -Y4WB- -Y4EB- 1 4 0 1 4 5 1 5 0 -Y6- POT STA. 10+00.00 20’ INC. -Y4-30’ -Y5A- POC STA. 77+61.41 = 2 4 ’ 1 5 ’ 1 5 ’ 2 4 ’ 0 2 0 2 0 2 0 1 0 2 10’ P.S.10’ P.S. I-40 BUS WEST US 421 NORTH 24’ BST I-40 BUS EAST US 421 SOUTH 24’ BST END CONSTRU CTION END GRAD E -Y4EB-POT Sta. 143+00.00 BEGIN 3" OVERLAY -Y4W B-POT Sta. 143+00.00 END 3" OVERLAY -Y4EB-POT Sta. 148+00.00 -Y4W B-POT Sta. 148+00.00 2 4 ’ 4’ P.S. 4’ P.S. 2 4 ’ 10’ P.S. E X I S T E X I S T 120’ TAPER TO EXIST 120’ TAPER TO EXIST 12.25’ P.S. BARRIER FACE PAVE TO BARRIER FACE PAVE TO -NWY42- PROP NOISE WALL -NWY42- END NOISE WALL F F F FF F C FF F F F 205 65.00’+50.00 -Y5A- FS ELBELBOW Conv. O TCB To 2G I FS 428 429 LATERAL ’V’ DITCH ( Not to Scale) Natural Ground 2: 1 2:1 D b Fill Slope d Fabric Filter 1"/Ft. DETAIL #14 Type of Liner= Class ’B’ Rip-Rap b= 5 Ft. M ax. d= 2 Ft. M in. D= 2 Ft. FRO M STA 138+00 TO 140+50 -Y4- RT B Natural Natural Ground Ground2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL #8 B= 2 Ft. M in. D= 2 Ft. FRO M STA. 140+48 TO 141+20 -Y4- RT 427A 18 " RCP - III FLAT GRATE 2G I W / FLAT G RATE 2GI W / FLAT G RATE 2GI W / 15" RCP-IV 473 474 475 PSH INV=N/A INV=N/A INV=N/A INV=N/A INV=N/A INV=N/A INV=N/A TOP=814.54 TOP=815.63 TOP=825.71 TOP=813.96 TOP=809.42 TOP=812.24 TOP=814.66 30" TYPE UNKNOWN TOP=817.07 (PER RECORD) INV=806.12 3 0 " T Y P E U N K N O W N 3 0 " T Y P E U N K N O WN 8 " T Y P E U N K N O W N -NWY42- M TL M TL M TL MTL M TL DIDI 18" RCP DI 18" RCP 18" CM P 18 " C M P OL D W O O D L A NE 20’ BST 1S B K D 1S B K D 1SBKD 1SBKD CONCGR SS G S S 48" CONC 18’ CONC B K B K 18 ’ C O N C S 6 0 " C H L W/ L T MTL MTL MTL CURB W /LT W /LT W /LT W D D K W D D K 1S B K D C O N C 36" 8’ BST 12 " R C P 12" R C P 60" W W &1SBW 4-10’X12’ CONC S A L E M C R E E K S ALE M C R E E K 60" W W &1SBW 60" W W &1SBW 8’ BST B K B K10’ B S T S BST 60" W W &1SBW KK K K K KKK K K KK KK K KK KK KKKK GRAU-350 TIE TO EXISTING PROP. GUARDRAIL 50:1 TRANSITION 30:1 TAPER TYPE B-77 -BY16- POT 129+65.46 = -Y4- STA. 139+04.09, 2.45 LT. -BY16- PINC 128+79.75 = U2579B-9 -BY16-551 4 - 1 0 X 1 2 B A R R E L S 18 " C M P 1 8 " R C P CB CB 1 8 " C M P FES 18" RCP CB CB CUL1CUL2 CUL3CUL4 CUL5CUL7 CUL6 CUL8 CUL9 CUL11 CUL12 CUL13 CUL14 CUL15 CUL16CUL10 CE2 HW2 CE1 CITY OF W INSTON-SALEM 2 5 0 . 0 0 ’ EXISTING R/W 348.71’ SHOW ING SALEM WATER SHED CITY OF W INSTON SALEM , N.C. UNRECORDED MAP FOR NO DB REFERENCE THE FORSYTH COUNTY BOARD OF EDUCATION CITY O F W IN STO N -SA LEM C I T Y O F W I N S T O N - S A L E M T O W N O F K E R N E R S V I L L E TO W N O F KER N ERSV ILLE 3 0 ’ S A N IT A R Y S E WE R E A S E M E N T ; CITY OF W INSTON-SALEM EIP EIP EIP EIP EIP EIP EIP EXISTING R/W 2 0 0 . 0 0 ’ 18 9 .6 6 ’ 8 4 .9 2 ’ E IP T O E IP 8 5 .18 ’ R /W T O E IP 60.00’E XISTI N G R/ W 89.68’ 6 0. 0 0 ’ E X IS T IN G R /W 279.55’ EIP TO EIP 281.60’ R/W TO R/W 184.37’ L = 5 3.2 3’ R = 5 0.0 0’ L=64.06’ R=50.00’ L = 6 9 .0 9 ’ R = 5 0 .0 0 ’ E XISTI N G R/ W 155.68’ PB 25 PG 114 DB 2017 PG 741 SHOW ING SALEM WATER SHED CITY OF W INSTON SALEM , N.C. UNRECORDED MAP FOR NO DB REFERENCE PB 25 PG 114 DB 1297 PG 570 PB 25 PG 114 DB 1710 PG 960 PB 25 PG 114 DB 1314 PG 1159 PB 25 PG 114 DB 1151 PG 1549 GERALD W . M CGEE ; 3 0 ’ S A N IT A R Y S E WE R E A S E M E N T 13 6 .6 8 ’ + 0 4 .2 7 PB 25 PG 114 DB 1297 PG 570 GERALD W . M CGEE 110.00’ LINDA M. MORRELL NORMAN G. MORRELL & WIFE PEGGY PAULINE GUNN TOM M Y M ILLS GUNN & W IFE CAROL PERRY FRANK J. PERRY JR. & W IFE JENNIFER W ILLIAM S M ACK D. W ILLIAM S & W IFE REM O VE REM O VE REM O VE SEE DETAIL#1 FALSE CUT STA. 79+50 -Y5A- RT ELIM IN ATE CUT DITCH STA. 80+00 TO 80+50 -Y5A- RT TO 4:1 REVISE FILL SLO PE DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 8 - N O V - 2 0 1 3 0 9 : 4 5 R : \ R o a d w a y \ P r o j \ u - 2 5 7 9 b _ r d y _ p l n _ s h t 3 1 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 31U-2579B PI Sta 77+45.60 D L = 579.78’ T = 290.43’ R = 3,890.00’ PI Sta 13+91.60 D L = 601.66’ T = 346.44’ R = 485.00’ SE = 06 RO = SEE PLANS SE = 03 RO = SEE PLANS -Y5A--Y6- ( C O N S T R U C T E D U N D E R T I P P R O J E C T U - 2 5 7 9 G ) M A T C H L I N E - Y 5 A - S T A 7 3 + 0 0 S H E E T 2 9 (TIP PROJECT U -2579G)(TIP PROJECT U -2579B) CONSTRU CTED U ND ER -Y6- STA. 17+25.77 CONSTRU CTED U ND ER -Y6- STA. 17+25.77 ( C O N S T R U C T E D U N D E R T IP P R O J E C T U - 2 5 7 9 B ) M A T C H LI N E - Y 6 - S T A 1 8 + 3 0 S H E E T 2 9 PAVEMENT TO BE OBLITERATED PAVED SHOULDER (GRADING, PAVING, DRAINAGE, & STRUCTURE) TO BE CONSTRUCTED UNDER TIP PROJECT U-2579G NOTE : FOR -Y5A- PROFILE, SEE SHEET 84-85 FOR -Y6- PROFILE, SEE SHEET 89 FOR TIP PROJECT U-2579G, SEE U-2579G PLAN SHEET 5-6 * DRAINAGE TO BE CONSTRUCTED UNDER TIP PROJECT U-2579G PARCELS IMPACTED UNDER TIP PROJECT U-2579G RIGHT OF WAY TO BE PURCHASED UNDER TIP PROJECT U-2579G PERAMENT DRAINAGE EASEMENT TO BE PURCHASED UNDER TIP PROJECT U-2579G PERAMENT DRAINAGE/UTILITY EASEMENT TO BE PURCHASED UNDER TIP PROJECT U-2579G 1 0 - Y 5 A - P C S t a . 7 4 + 5 5 . 17 - Y5 A - P T S t a . 8 0 + 3 4 .9 5 -Y6- -Y6- POT STA. 10+00.00 - Y6- PC Sta. 10+45.16 -Y5A- POC STA. 77+61.41 = 0 0 0 2 0 1 0 2 0 2 0 2 0 2 0 1 0 2 0 0 1 0 - Y 6 - P T S t a . 1 6 + 4 6 . 8 2 SR 2667 HASTINGS HILL RD 20’ BST SR 2825 GERRY DR 20’ B ST 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 00 3 0 3 0 2 0 3 0 3 2 4 ’ 2 4 ’ 24’ INC 0 2 2 4 ’ 100’ TAPER TO EXIST. RT. & LT. SIDE 2 2 ’ 0 6 05 05 0 4 0 3 0 2 0 2 01 01 0 4 0 1 0 2 -Y5A- 21’ IN C + 8 7. 16 0 6 0 6 0 5 0 4 0 4 0 3 0 3 0 2 0 2 0 1 0 2 -Y6 - 13’ 10’ 15’ R 15’ R -Y5A- STA. 81+25.00 4’P.S. 4’P.S. 4 5 ’ R + 9 0. 5 3 - Y 6 - 0 6 + 4 9 . 0 8 -Y 6 - 6 0 ’R 0 3 00 000101020203030404 05 05 0606 2 2 ’ 0 5 21’ INC. 4’P.S. 24’ 18.05’ EXISTING MATCH 4’P.S. 2 4 ’ E X IS T . (TIP PROJECT U -2579G) END CONSTRU CTION F F F FF C C C C C C C +50.00 -Y5A- +34.95 -Y5A- 42.00’ +55.17 -Y5A- 42.00’ +55.17 -Y5A- 42.00’ 40.00’ +50.00 -Y5A- +63.00 -Y6- 40.00’ +46.82 -Y6- 53.00’ +50.00 -Y5A- +52.75 -Y6- 205 205 204 206 53.00’ +46.82 -Y6- 54.00’ +50.00 -Y5A- 60.00’ 42.00’ 65.00’ +50.00 -Y5A- +50.00 -Y5A- +75 86’ +50.00 -Y5A- 97.00’ +75.00 -Y5A- 114.00’ +63.00 -Y5A- 120.00’ +90.00 -Y5A- 125.00’ +67.00 -Y6- 64.00’ 204 203 202 100.00’ +13.00 -Y5A- 64.00’ 42.00’ +50.00 -Y5A- +12.00 -Y5A- 131.00’ 64.00’ 42.00’ 53.00’ +18.42 -Y6- +14.15 -Y6- EX. R/W 60.70’ 80.12’ 75.43’ 42.93’ +59.05 -Y5A- +73.83 -Y5A- +85.58 -Y6- +30.06 -Y6- 28.61’ +48.99 -Y5A- +91.15 -Y5A- EX. R/W EX. R/W +40.00 -Y5A- EX. R/W 42.00’ EX. R/W Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased Under U-2579G Purchased 6: 1 Fill Slope 2:1 W ( Not to Scale) FALSE CUT DETAIL #1 N.G. 6:1 D M in. D = 2 ’ W = 5’ M in. 2GI W / NARRO W SLO TS FRO M STA. 78+50 TO 79+50 -Y5A- LT G RADE TO DRAIN O BLITERATE AND FS 2GI W / N ARRO W SLO TS 2GI W / N ARRO W SLO TS FS 0523 0524 1 5 " R C P - I I I 15" RCP-III 15" RCP-III 0519 15" RCP-III 0520 2G I W / N ARRO W SLO TS 2G I W / N ARRO W SLO TS 0521 FS 15" RCP-III 15" RCP-III 2G I W / N ARRO W SLO TS 0601 FS 18" RC P-III 2G I W / N ARRO W SLO TS 0603 FS NARRO W SLO TS 2G I W / 0602 FS 18 " RC P- III 15" RCP-III 2G I W / NARRO W SLO TS 0604 2 4 " RC P - III FS NARRO W SLO TS 2G I-A W / 0605 2G I W / N ARRO W SLO TS FS 0606 15 " RC P-III FS 0608 24" RCP-III SLO TS NARRO W 2GI-A W / 0607 24" RCP-III EST. FF +/- 70 SY EST. DDE +/- 80 CY EST. CLASS I RIPRAP +/- 70 TO NS ENERG Y DISSIPATO R BASIN # 1 2SFD 2 S B K D 11’ B S T 12" RCP 6 0 " C O N C LT 1 3 ’ C O N C 2SFD G 12" RCP POOL 18" RCP 9 ’ B S T 36" CONC W S W/LT W /LT W /LT W /LT WD DK C O N C INV =N /A T O P =8 14 .6 6 (P E R R E C O R D ) IN V =8 0 6 .3 2 T O P =8 1 7 .1 8 30" T YP E U N K N O W N 3 0 " T Y P E U N K N O W N T O P =8 1 7 .0 7 (P E R R E C O R D ) IN V =8 0 6 .12 { { { { { { { { { { { { z z z z z z z z z z z S a lem C r ee k 1W/LT 1 6 W/LT 1 7 SEAT ELEVATIONS 810.89’ 810.88’ 810.91’ 810.92’ SEAT ELEVATIONS WOOD & STEEL BRIDGE #201 W OODSWOODS W 16" DI EO I 16" DI 16" DI -BY17-560 -BY17-561 19.72’ 3 4 6 . 5 9 ’ 2 0 3 . 9 6 ’ 8 7 2 .8 5 ’ EXISTING R/W EXISTING R/W 60.00’ 14 7 .3 2 ’ E IP T O C O R 14 7 .7 6 ’ R / W T O C O R SHOW ING SALEM W ATER SHED CITY OF W INSTON SALEM , N.C. UNRECORDED M AP FOR NO DB REFERENCE CITY OF W INSTON-SALEM CARLA J. DEOSKEY CHRISTOPHER DECOSKEY DB 2553 PG 877 30’ S A NIT A R Y S E W E R E AS E M E N T 3 0 . 0 0 ’ + 0 6 . 9 1 8 1.5 0 ’ + 8 4 .9 5 4 4 .4 4 ’ + 8 4 .9 5 7 1. 4 0 ’ + 6 7 . 7 7 P B 2 2 P G 8 4 D B 3 0 9 3 P G 3 5 0 6 M E L V IN L E E S W IS H E R DB 2183 PG 3156 CITY OF W INSTON-SALEM PB 22 PG 84 DB 3093 PG 3506 JAM ES LAW RENCE SW ISHER M ELVIN LEE SW ISHER PB 22 PG 84 DB 3095 PG 0068 RPP DIVERSIFIED INC. P B 2 2 P G 8 4 D B 3 0 3 5 P G 4 3 3 5 C IN D Y B . M O N T G O M E R Y T IM O T H Y A . M O N T G O M E R Y E IP S 36 05’25" E 209.58’ S 5 3 5 4 ’ 3 6 " W 18 4 . 7 0 ’ N 5 3 4 1’ 4 0 " E 19 6 . 8 1’ P B 2 2 P G 8 4 D B 3 0 9 3 P G 3 5 0 6 M E L V IN L E E S W IS H E R 6/16/99 SHEET NO.PROJECT REFERENCE NO. D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 16-DEC-2013 11:46 R:\Roadway\XSC\u2579b_rdy_x-section_index.dgn $$$$USERNAME$$$$ U-2579B C R O S S S E C T I O N I N D E X X - S E C T I O N E A R T H W O R K S U M M A R Y - L - R T - L - L T - Y 1 - - Y 1 R P A - - Y 1 R P D - - Y 1 L P A - - Y 1 L P D - - Y 2 - - Y 4 E B - - Y 4 W B - - Y 4 R P A - - Y 4 R P B - - Y 4 R P B D - - Y 4 R P C - - Y 4 R P D - - Y 4 L P A - - Y 4 L P B - - Y 4 L P D - - Y 6 - - Y 7 - - Y 1 D E T - - Y 5 D E T - - Y 5 A - 1 6 + 9 4 . 0 0 T O 3 0 + 5 0 . 0 0 1 7 + 8 8 . 0 0 T O 3 1 + 9 9 . 0 0 1 3 + 1 8 . 0 0 T O 1 8 + 5 0 . 0 0 1 3 + 4 5 . 0 0 T O 1 8 + 6 0 . 0 0 SHEET #149 - 322 323 - 344 345 - 355 356 - 364 365 - 369 370 - 374 375 - 381 520 - 537 538 - 544 544A - 577 578 - 585 586 - 590 591 - 597 598 - 601 602 - 6041 - 148 605 - 613 614 - 627 628 - 633 634 - 635 636 - 651 652 - 660 1 0 + 0 0 . 0 0 T O 1 3 + 5 0 . 0 0 - Y 5 - 1 7 + 0 0 . 0 0 T O 2 8 + 0 0 . 0 0 661 - 665 666 - 669 - Y 3 - - Y 2 A - 1 3 + 0 0 . 0 0 T O 2 4 + 0 0 - Y 9 - 1 0 + 0 0 . 0 0 T O 1 3 + 0 0 . 0 0 670 - 671 1 0 + 0 0 . 0 0 T O 2 2 + 9 6 . 0 7 - D R 5 - 672 - 675 2 6 + 8 0 . 0 0 T O 1 4 9 + 0 0 . 0 0 2 6 + 8 0 . 0 0 T O 1 4 9 + 0 0 . 0 0 449 - 519G382 - 448D 4 7 8 + 0 0 . 0 0 T O 6 9 2 + 0 0 . 0 0 4 7 8 + 0 0 . 0 0 T O 6 9 2 + 0 0 . 0 0 1 0 + 0 0 . 0 0 T O 5 4 + 0 0 . 0 0 1 0 + 0 0 . 0 0 T O 3 0 + 0 0 . 0 0 1 5 + 2 4 . 0 0 T O 3 4 + 3 6 . 0 0 1 5 + 0 4 . 0 0 T O 2 6 + 6 3 . 0 0 1 7 + 6 6 . 0 0 T O 8 0 + 1 2 . 0 0 1 5 + 9 8 . 0 0 T O 3 0 + 5 5 . 0 0 1 6 + 7 8 . 0 0 T O 2 8 + 0 2 . 0 0 1 3 + 1 2 . 0 0 T O 2 1 + 3 4 . 0 0 1 3 + 2 9 . 0 0 T O 1 8 + 8 5 . 0 0 1 6 + 2 1 . 3 8 T O 2 0 + 0 0 . 0 0 1 4 + 5 0 . 0 0 T O 3 9 + 0 0 . 0 0 5 1 + 0 0 . 0 0 T O 8 7 + 0 0 . 0 0 1 0 + 7 5 . 0 0 T O 2 2 + 2 5 . 0 0 1 2 + 0 0 . 0 0 T O 4 6 + 0 0 . 0 0 1 0 + 0 0 . 0 0 T O 3 2 + 0 0 . 0 0