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Home My WebLink About20210553 Ver 1_U-5896 Roadway Plansheets_20211011PI Sta 13+28.22 D L = 91.86' T = 48.40' R = 118.00' PI Sta 13+90.35 D L = 36.86' T = 18.67' R = 94.00' PI Sta 15+63.41 D L = 211.61' T = 154.87' R = 112.00' PI Sta 18+69.73 D L = 62.76' T = 31.85' R = 150.00' PI Sta 19+53.93 D L = 106.09' T = 53.28' R = 462.00' -DET-RPB- POT Sta. 21+40.6520+00-DET-RPB- PT Sta. 20+06.74 -DET-RPB- PRC Sta. 19+00.65 -DET-RPB- PC Sta. 18+37.89-DET-RPB- PT Sta. 16+20.15 -DET-RPB- POC Sta. 15+43.30 -Y- POT Sta. 13+35.61 -DET-RPB- VICINITY MAP D T V = = = = = = % % MPH ADT ADT % * FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) 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 SIGNATURE: SIGNATURE: P.E. P.E. 2018 STANDARD SPECIFICATIONS GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN09/08/990 00 9:36:48 AMR:\Roadway\Proj\U-5896_rdy_tsh.dgnJOR66165CONTRACT: C204150TIP PROJECT:ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NAPROJECT BEGIN PROJECT -L- MI MI MI PLANS PREPARED FOR THE NCDOT BY: 60 2040 U-5896/B-5353 END TO THOMASVILLE TO GREENSBOROTO HIGH POINT-Y--RPA- -RPB- -RPC--RPD- RICHLAND CREEK 4 TO ARCHDALE5 6 7-Y- POC Sta. 25+85.00 END CONSTRUCTION -L- POC Sta. 44+25.00 END TIP PROJECT U-5896 -Y- POC Sta. 10+50.00 BEGIN CONSTRUCTION TOTAL LENGTH TIP PROJECTS U-5896 & B-5353 LENGTH OF STRUCTURE TIP PROJECT B-5353 LENGTH OF ROADWAY TIP PROJECT U-5896 = 0.022 = 0.717 = 0.695 MAY 31, 2019 NAD 83/2011PROPOSED SIGNAL 50 100 10050 10 20 2022 38,540 42,700 10 9 60 * TTST =4%DUAL =5% FREEWAY STATEWIDE TIER PROJECT ENGINEER PROJECT DESIGN ENGINEER TIM JORDAN, PE BRYAN C. KEY, PE 44674.1.2 THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets, TERRACEGREENVIEW -Y1- -L- POT Sta. 23+04.37 BEGIN TIP PROJECT B-5353 -L- POT Sta. 24+21.37 END TIP PROJECT B-5353 US 29, US 70 S MAIN ST-DR1- 44674.2.1 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. (SR 1009), IN HIGH POINT LOCATION: INTERCHANGE AT US 29, US 70 AND S MAIN STREET PROJECT MANAGEMENT UNIT NCDOT CONTACT Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500PLFI PLANS44674.3.1 46067.1.1 CONST. (U-5896) DETOUR PADDY JORDAN FEBRUARY 15, 2022 GUILFORD COUNTY Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.mottmac.com/americas LICENSE NO. F-0669 7621 Purfoy Road, Suite 115 8/3/2021-L- POT Sta. 6+40.00 BEGIN TIP PROJECT U-5896 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA U-5896 / B-5353R/W & UTIL. (U-5896) PE (U-5896) PE (B-5353) CONST. (B-5353)46067.3.1 BRNHS-0029(56) RETAINING WALL EXISTING 5'x6' RCBC RETAIN & EXTEND CULVERT, RETAINING WALL, & SIGNALS TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURE, 50 50 20 -DET_RPB- Uwharrie Rd Weaver Ave W Fairfield Rd Baker RdW English Rd E Green Dr E Green Dr E Green Dr W Green Dr E Russell Ave W Kivett Dr W Russell Ave S College DrW Green DrBaker RdW Green DrW Market Center Dr W Green DrS College DrW Market Center Dr 1961 1300 1300 1300 1231 1232 1193 1193 1311 1468 1970 3668 1961 1962 1278 1300 1176 1193 4053 1300 1300 610 70 29 BUS 85 Ave Finch S College DrSouthernNorfolkW Fairfield Rd E. Fairfield Rd.Main StMain StMain St 74 -RPB-22' 3 3' 862.02 Guardrail Installation 876.02 Guide for Rip Rap at Pipe Outlets 876.04 Drainage Ditches with Class 'B' Rip Rap GENERAL NOTES: 2018 SPECIFICATIONS EFFECTIVE: 01-16-18 CLEARING: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.05 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GUARDRAIL: THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. END BENTS: THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS- SECTIONS PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION APPROACHING A BRIDGE. UTILITIES: 2018 ROADWAY ENGLISH STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C., Dated January, 2018 are applicable to this project and by reference hereby are considered a part of these plans: STD.NO. TITLE DIVISION 2 - EARTHWORK 225.02 Guide for Grading Subgrade - Secondary and Local 225.04 Method of Obtaining Superelevation - Two Lane Pavement DIVISION 3 - PIPE CULVERTS DIVISION 5 - SUBGRADE, BASES AND SHOULDERS DIVISION 8 - INCIDENTALS 840.29 Frames and Narrow Slot Flat Grates LIST OF ROADWAY STANDARD DRAWINGS 840.00 Concrete Base Pad for Drainage Structures 1 RF-1 SN TITLE SHEET CONVENTIONAL SYMBOLS TRAFFIC MANAGEMENT PLANS EROSION CONTROL PLANS REFORESTATION DETAIL SHEET CROSS-SECTIONS 300.01 Method of Pipe Installation 560.02 Method of Shoulder Construction - High Side of Superelevated Curve - Method II EC-1 THRU EC-12 GENERAL NOTES INDEX OF SHEETS EFF. 01-16-2018 862.01 Guardrail Placement 876.01 Rip Rap in Channels STRUCTURE NOTES 1A 1B 2C-1 GUARDRAIL INSTALLATION DETAIL 2C-2 DRAINAGE SUMMARY DIVISION 6 - ASPHALT BASES AND PAVEMENTS 654.01 Pavement Repairs 840.66 Drainage Structure Steps 840.25 Anchorage for Frames - Brick or Concrete or Precast DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-5896 8/17/991A SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.02. SUBSURFACE DRAINS: STREET TURNOUT: STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING THE RADII NOTED ON PLANS. RIGHT-OF-WAY MARKERS: CURB RAMPS: CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. 200.03 Method of Clearing - Method III 225.03 Deceleration and Acceleration Lanes 225.05 Method of Obtaining Superelevation - Divided Highways 806.01 Concrete Right-of-Way Marker 806.02 Granite Right-of-Way Marker 806.03 Concrete Control of Access Marker 846.01 Concrete Curb, Gutter and Curb & Gutter 846.02 Drop Inlet Installation in Expressway Gutter 846.04 Drop Inlet Installation in Shoulder Berm Gutter 848.01 Concrete Sidewalk 848.04 Street Turnout 848.05 Curb Ramp - Proposed Curb & Gutter 852.01 Concrete Islands 862.03 Structure Anchor Units 862.04 Anchoring End of Guardrail - B-77 and B-83 Anchor Units 3P-1 PARCEL INDEX SHEET 4 THRU 7 PLAN SHEETS 8 THRU 13 PROFILE SHEETS 2A-1 THRU 2A-7 X-1 THRU X-72 2B-7 THRU 2B-8 2B-1 THRU 2B-2 SHEAR POINT DIAGRAM2B-6 DETOUR PLAN AND PROFILE SHEETS 3D-1 THRU 3D-6 DRAINAGE DETAILS SIGNING PLANS SIGNAL PLANS 2C-3 GEOTECHNICAL SUMMARY 240.01 Guide for Berm Ditch Construction 275.01 Rock Plating 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I 816.01 Concrete Pads - for Shoulder Drain Installation 816.02 Aggregate Shoulder Drain 816.03 Geocomposite Shoulder Drain 816.04 Markers for Drainage Structure and Concrete Pad 840.03 Frame, Grates and Hood - for Use on Standard Catch Basin 840.14 Concrete Drop Inlet - 12" thru 30" Pipe 840.15 Brick Drop Inlet - 12" thru 30" Pipe 840.16 Drop Inlet Frame and Grates - for use with Std. Dwg 840.14 and 840.15 840.20 Frames and Wide Slot Flat Grates 840.22 Frames and Wide Slot Sag Grates 840.24 Frames and Narrow Slot Sag Grates 840.71 Concrete and Brick Pipe Plug 840.72 Pipe Collar GUARDRAIL ANCHOR UNIT DETAIL Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021R:\Roadway\Proj\U-5896_rdy_psh01A.dgnJOR6616511:13:47 AMSTANDARD DRAWINGS INDEX OF SHEETS, GENERAL NOTES AND LIST OF INTERSECTION DETAIL SHEETS 840.02 Concrete Catch Basin - 12" thru 54" Pipe 840.04 Concrete Open Throat Catch Basin - 12" thru 48" Pipe 840.05 Brick Open Throat Catch Basin - 12" thru 48" Pipe 840.17 Concrete Grated Drop Inlet Type 'A' - 12" thru 72" Pipe 840.18 Concrete Grated Drop Inlet Type 'B' - 12" thru 36" Pipe 840.26 Brick Grated Drop Inlet Type 'A' - 12" thru 72" Pipe 840.27 Brick Grated Drop Inlet Type 'B' - 12" thru 36" Pipe 840.32 Brick Junction Box - 12" thru 66" Pipe 840.52 Precast Manhole - 4', 5' and 6' Diameter 840.53 Precast Manhole with Masonry Base - 12" thru 42" Pipe 840.54 Manhole Frame and Cover 850.10 Guide for Berm Drainage Outlet - 15" and 18" Pipe 838.01 Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90 Skew 838.11 Brick Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90 Skew 840.01 Brick Catch Basin - 12" thru 54" Pipe 840.31 Concrete Junction Box - 12" thru 66" Pipe 840.51 Brick Manhole - 12" thru 36" Pipe 850.11 Guide for Berm Drainage Outlet - 24" and 30" Pipe 815.02 Subsurface Drain PAVEMENT SCHEDULE AND TYPICAL SECTIONS TYPE III REINFORCED APPROACH FILLS DETAIL 2C-4 DOUBLE FACED W-BEAM DETAIL 3G-1 SURVEY CONTROL SHEETSRW-01 THRU RW-07 UTILITY OWNERS ON THIS PROJECT ARE CITY OF HIGH POINT (POWER,WATER & SEWER), PIEDMONT NATURAL GAS AND NORTH STATE TELECOMMUNICATIONS. UO-1 THRU UO-3 UTILITIES BY OTHERS PLANS TMP-1 THRU TMP-71 PMP-1 THRU PMP-6 PAVEMENT MARKING PLANS ITS-1 THRU ITS-7 UC-1 THRU UC-7 UTILITY CONSTRUCTION PLANS ITS PLANS C-1 THRU C-6 CULVERT PLANS S1-1 THRU S1-26 S2-1 THRU S2-26 STRUCTURE PLANS (LT) STRUCTURE PLANS (RT) SIGN-1 THRU SIGN-10A SHEET NUMBER DESCRIPTION SIG-1.0 THRU SIG-13.5 2B-3 THRU 2B-4 CROSSOVER PLAN AND PROFILE SHEETS 2B-9 OVERHEAD SIGN GUARDRAIL PROTECTION DETAIL THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED 225.01 Guide for Grading Subgrade - Interstate and Freeway 310.10 Driveway Pipe Construction 610.04 Guide for Paving Shoulders Under Bridges - Method IV 840.45 Precast Drainage Structure 848.02 Driveway Turnout - Radius Type 850.01 Concrete Paved Ditches 852.06 Method for Placement of Drop Inlets in Concrete Islands X-1A THRU X-1C CROSS-SECTIONS INDEX AND SUMMARY GRADING AND SURFACING OR RESURFACING AND WIDENING: SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. SIDE ROADS: THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT LOCATIONS DIRECTED BY THE ENGINEER. DRIVEWAYS: DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02 USING 3' RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. TEMPORARY SHORING: SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING". ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS. RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS AND BY CONTRACT IN ACCORDANCE WITH DESIGNATED SYMBOLS. CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH STD. 848.05 AND/OR 848.06. W-1 THRU W-7 WALL PLANS CROWN POINT SHIFT DETAIL 2D-1 THRU 2D-2 3B-1 3B-2 3B-3 GUARDRAIL SUMMARY EARTHWORK SUMMARY PAVEMENT SUMMARY REMOVAL AND BREAKING OF EXISTING ASPHALT EXPRESS WAY GUTTER, SHOULDER BERM GUTTER, 2B-5 RAMP B DETOUR PLAN AND PROFILE SHEETS 2B-10 Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Equality Symbol Pavement Removal Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access C F Existing Easement Line HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ;zvW K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal U/G Telephone Cable Hand Hole R }Tp Q l ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower WATER: Water Manhole Water Meter Water Valve Water Hydrant 4 I H a TV: TV Pedestal TV Tower U/G TV Cable Hand Hole | I ] GAS: Gas Valve Gas Meter n c SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box ? CONC CONC WW vvDrainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M W W S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW *S.U.E. = Subsurface Utility Engineering WLB EIP BECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. SHEET NO.PROJECT REFERENCE NO. 1BU-5896 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 Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland TUE DUE AUE CRProposed Curb Ramp CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring C A HPBExisting Historic Property Boundary U/G Power Line LOS B (S.U.E.*) U/G Power Line LOS C (S.U.E.*) U/G Power Line LOS D (S.U.E.*) P U/G Telephone Cable LOS B (S.U.E.*) U/G Telephone Cable LOS C (S.U.E.*) U/G Telephone Cable LOS D (S.U.E.*) T U/G Telephone Conduit LOS B (S.U.E.*) U/G Telephone Conduit LOS C (S.U.E.*) U/G Telephone Conduit LOS D (S.U.E.*) TC U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Fiber Optics Cable LOS C (S.U.E.*) U/G Fiber Optics Cable LOS D (S.U.E.*) T FO U/G Water Line LOS B (S.U.E*) U/G Water Line LOS C (S.U.E*) U/G Water Line LOS D (S.U.E*) W U/G TV Cable LOS B (S.U.E.*) U/G TV Cable LOS C (S.U.E.*) U/G TV Cable LOS D (S.U.E.*) TV U/G Fiber Optic Cable LOS B (S.U.E.*) U/G Fiber Optic Cable LOS C (S.U.E.*) U/G Fiber Optic Cable LOS D (S.U.E.*) TV FO U/G Gas Line LOS B (S.U.E.*) U/G Gas Line LOS C (S.U.E.*) U/G Gas Line LOS D (S.U.E.*) G SS Forced Main Line LOS B (S.U.E.*) SS Forced Main Line LOS C (S.U.E.*) SS Forced Main Line LOS D (S.U.E.*) FSS Utility Unknown U/G Line LOS B (S.U.E.*) U/G Test Hole LOS A (S.U.E.*) STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS Note: Not to Scale UST Contaminated Site: Known or Potential Known Contamination Area: Soil Potential Contamination Area: Soil Known Contamination Area: Water Potential Contamination Area: Water Primary Horiz Control Point Primary Horiz and Vert Control Point Secondary Horiz and Vert Control Point Exist Permanent Easment Pin and Cap New Permanent Easement Pin and Cap Vertical Benchmark New Right of Way Line Concrete or Granite R/W Marker New Right of Way Line with Concrete C/A Marker New Control of Access Line with New Control of Access New Temporary Construction Easement New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement12/2/2016Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: New Right of Way Line with Pin and Cap EARTH MATERIAL. EXISTING PAVEMENT. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO PAVEMENT SCHEDULE /// /// /// /// MIN. MIN.MIN. MIN. 3" L 2.5"2.5" DETAIL WEDGING REFER TO CONSTRUCTION BEGIN OR END MILLING DETAIL BY ENGINEER AS DIRECTED DETAIL SHOWING PROFILE VIEW PROP. APPROX. 2•" ASPHALT CONCRETE INTERMEDIATE COURSE, D1 TYPE I19.0C, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, D2 TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. C3 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO THAN 5•" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE6 PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D3 GREATER THAN 4" IN DEPTH. DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2•" IN DEPTH OR TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC DETAIL SHOWING METHOD OF WEDGING (W) 2" IN DEPTH.BE PLACED IN LAYERS NOT TO EXCEED VARIABLE DEPTH ASPHALT PAVEMENT.W (SEE WEDGING DETAIL) 3" PROP. APPROX. 1•" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.C1 4" SIDEWALKS AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,E2 AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,E1 AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. APPROX. 5•" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,E4 AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,E3 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.C2 PROP. APPROX. 1•" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.C4 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD IN EACH OF TWO LAYERS.C5 T U V U W C3 C3 UU D2D3D3D2E6 E6 C1 C1 2'-6" CONCRETE CURB AND GUTTER.R2 R3 C SURVEY MILLING BITUMINOUS PAVEMENT, 1•" DEPTH. 5" MONOLITHIC CONCRETE ISLAND (KEYED IN) PROP. APPROX. 8•" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,E5 AT AN AVERAGE RATE OF 484.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. FINAL PAVEMENT DESIGN (4-29-2020) K PROP. 8" CLASS IV SUBGRADE STABILIZATION R1 1'-6" CONCRETE CURB AND GUTTER. N GEOTEXTILE FOR PAVEMENT STABILIZATION APPROPRIATE TYPICAL SECTIONS AT LOCATION NOTED BELOW: USE GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL IN CONJUNCTION WITH SEE SHEET 3G-1 FOR ADDITIONAL INFORMATION LINE STATION STATION LOCATION -L-10+50 15+75 LT -L-19+50 LT -L-21+25 -L-25+00 22+75 25+60 12" 21+50 LT/RT LT/RT T GRADE TO THIS LINE Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 C2 D2 E4 MD N K GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL 8/3/2021SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-1U-5896 PAVEMENT DESIGN6/2/999:37:51 AMR:\Roadway\Proj\U-5896_rdy_typ.dgnJOR66165DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1.5" TYPICAL SECTION NO. 3 SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-2U-5896 PAVEMENT DESIGN6/2/999:37:51 AMR:\Roadway\Proj\U-5896_rdy_typ.dgnJOR66165DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR ISLAND LIMITS SEE PLAN VIEW. FOR TAPERS AND AUXILIARY LANES SEE PLAN VIEW. NOTE: FOR VARIABLE SLOPES SEE CROSS-SECTIONS. *WIDTH AND LOCATION OF EXISTING PAVEMENT VARIES. (SEE PLANS) VAR. VAR. 0.020.02 FOR CUTSHINGE POINT0.04 0.04 USE TYPICAL SECTION NO. 3: 2'-0" 15'-0"6'-0"10'-0" FDPS 10'-0" (15'-0" W/ GR) 12'-0" POINT GRADE (15'-0" W/ GR) 12'-0" FDPS 10'-0"FOR FILLSHINGE POINT0.04 0.04 6" 2:1 6:1 2:1 4:1 6:1 6 :1 6" -L- STA. 28+75.00 TO 39+50.00 TYPICAL SECTION NO. 1 VAR.FOR CUTSHINGE POINT0.04 USE TYPICAL SECTION NO. 1: 15'-0"6'-0"10'-0" 2:1 4:1 6:1 6 :1 VAR. WIDTH EXIST. PAVEMENT (15'-0" W/ GR) 12'-0"FOR FILLSHINGE POINT6" VAR. WIDTH WIDENING CL -L- VAR. 11'-0" - 12'-0"VAR. 11'-0" - 12'-0"VAR. 11'-0" - 12'-0"VAR. 11'-0" - 12'-0" EXISTEXIST WALL RETAINING DETAIL OF RETAINING WALL 1 (Not to Scale) 2'-6" C & G 4" SIDEWALK EARTH MATERIAL EXIST. PAVEMENT 1' 6" C & G PAVEMENT SCHEDULE UNLESS SHOWN OTHERWISE. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 C1 C2 C3 D1 D2 D3 E4 R1 R2 T U 3" S9.5C 2.5" I19.0C 4" I19.0C VAR. I19.0C S VAR. S9.5C VARIABLE DEPTH PAVEMENT MILLINGV 1.5" S9.5C 5" B25.0C 3" B25.0CE1 E2 4" B25.0C E5 C4 1.5" S9.5B C5 3" S9.5B C2 D2 E4 T C2D2E4 T C2 D2 E4 T W C2D2E4 U C1 U C2 D2E5 T VAR. WIDTH WIDENING 0.046:1 VAR. WIDTH EXIST. PAVEMENT VAR. WIDTH EXIST. MEDIAN EXIST. EXIST. -L- STA. 6+40.00 TO 7+70.00 -L- STA. 41+25.00 TO 44+25.00 C2 D2 E4 W FDPS VAR. FDPS VAR. TO 10'-0" VAR. 7'-0" UWUEOT0.020.04 TYPICAL SECTION NO. 2 VAR.FOR CUTSHINGE POINT0.04 USE TYPICAL SECTION NO. 2: 15'-0"6'-0"10'-0" 2:1 4:1 6:1 6 :1 (15'-0" W/ GR) 12'-0"FOR FILLSHINGE POINT6" VAR. WIDTH WIDENING EXIST C2 D2 E4 T C2 D2E5 T VAR. WIDTH WIDENING 0.046:1 VAR. WIDTH EXIST. PAVEMENT VAR. WIDTH EXIST. MEDIAN 0.04 (15'-0" W/ GR) 12'-0" 6" VAR. WIDTH WIDENING EXIST C2D2E4 T 6"C2 D2 E5 VAR. WIDTH WIDENING 0.04 6 :1 VAR. WIDTH EXIST. PAVEMENT VAR. 2:1 6:1 FOR FILLSHINGE POINTC1 UC1U VAR. 0'-0" - 12'-0" 0.020.02 VAR. 0'-0" - 12'-0" GRADE TO THIS LINEGRADE TO THIS LINE GRADE TO THIS LINE GRADE TO THIS LINE GRADE TO THIS LINEGRADE TO THIS LINE GRADE TO THIS LINE GRADE TO THIS LINE R3 5" MONO. CONC. ISLAND 6" 6" 0.04 -L- STA. 10+75.00 TO 18+60.00 -L- STA. 40+30.00 TO 41+25.00 AUX. LANEAUX. LANE E3 5.5" B25.0C (FINAL PAVEMENT DESIGN) VAR. B25.0CE6 8.5" B25.0C Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 0.040.04 8/3/2021-L- STA. 9+95.00 TO 10+75.00 -L- STA. 7+70.00 TO 9+95.00 TRANSITION FROM TYPICAL SECTION NO. 2 TO TYPICAL SECTION NO. 3: TRANSITION FROM TYPICAL SECTION NO. 3 TO TYPICAL SECTION NO. 2: -L- STA. 39+50.00 TO 40+30.00 CL -L- CL -L- FDPS 12'-0" MOMENT SLAB BARRIER W/ GROUND EXISTING -L- 10+00.00 TO 15+50.00 LT USE IN CONJUNCTION WITH TYPICAL SECTION NO. 3 15.5"12.5" 12.5"15.5"15.5"12.5" 12.5"12.5"12.5"12.5" 12.5" VAR. VAR. 0.020.02 FOR CUTSHINGE POINT0.04 0.04 USE TYPICAL SECTION NO. 5: 12'-0"12'-0"12'-0"12'-0"15'-0"6'-0"10'-0" FDPS 10'-0" (15'-0" W/ GR) 12'-0" FDPS 4'-0" FDPS 4'-0" POINT GRADE (15'-0" W/ GR) 12'-0" FDPS 10'-0" USE TYPICAL SECTION NO. 6: TYPICAL SECTION NO. 6 SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-3U-5896 PAVEMENT DESIGN6/2/999:37:52 AMR:\Roadway\Proj\U-5896_rdy_typ.dgnJOR66165DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR FILLSHINGE POINT0.04 0.04 6" 2:1 6:1 2:1 4:1 6:1 6 :1 6" FOR ISLAND LIMITS SEE PLAN VIEW. FOR TAPERS AND AUXILIARY LANES SEE PLAN VIEW. NOTE: FOR VARIABLE SLOPES SEE CROSS-SECTIONS. *WIDTH AND LOCATION OF EXISTING PAVEMENT VARIES. (SEE PLANS) TYPICAL SECTION NO. 5 AS B-5353 CL -L- - 23'-0" VAR. 10'-0" 4'-0" 1'-6"1'-6" 23'-0" 38'-0" 10'-0"12'-0"12'-0" 11'-6" 4'-0" 11'-6" 12'-0"12'-0"10'-0" 38'-0" 8'-6"8'-6"8'-6"8'-6"11'-9"8'-6"8'-6"8'-6"8'-6" CL -L- 47'-0"47'-0" NOTE: -Y- LINE DIMENSIONS VARY AT TIE TO EXISTING ROAD C2 D2 E4 T T VAR. VAR. 0.020.02 FOR CUTSHINGE POINT0.04 0.04 USE TYPICAL SECTION NO. 4: 12'-0"12'-0"12'-0"12'-0"15'-0"6'-0"10'-0" FDPS 10'-0" (15'-0" W/ GR) 12'-0" FDPS 4'-0" FDPS 4'-0" POINT GRADE (15'-0" W/ GR) 12'-0" FDPS 10'-0"FOR FILLSHINGE POINT0.04 0.04 6" 2:1 6:1 2:1 4:1 6:1 6 :1 6" TYPICAL SECTION NO. 4 -L- STA. 24+21.37 (END BRIDGE) TO 27+75.00 C2 D2 E4T T CL -L- POINT GRADE 0.04 6 :1 6" T 0.04 6" 6:1 C2D2E4 VAR. 10'-0" TO 23'-0" (7'-0" W/ GR) 6'-0" (7'-0" W/ GR) 6'-0" 1'-6"1'-6" -L- STA. 27+75.00 TO 28+75.00 -L- STA. 19+75.00 TO 23+04.37 (BEGIN BRIDGE) -L- STA. 23+04.37 (BEGIN BRIDGE) TO 24+21.37 (END BRIDGE) GRADE TO THIS LINE GRADE TO THIS LINE 2'-6" C & G 4" SIDEWALK EARTH MATERIAL EXIST. PAVEMENT 1' 6" C & G PAVEMENT SCHEDULE UNLESS SHOWN OTHERWISE. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 C1 C2 C3 D1 D2 D3 E4 R1 R2 T U 3" S9.5C 2.5" I19.0C 4" I19.0C VAR. I19.0C S VAR. S9.5C VARIABLE DEPTH PAVEMENT MILLINGV 1.5" S9.5C 5" B25.0C 3" B25.0CE1 E2 4" B25.0C E5 C4 1.5" S9.5B C5 3" S9.5B W R3 5" MONO. CONC. ISLAND E3 5.5" B25.0C (FINAL PAVEMENT DESIGN) VAR. B25.0CE6 8.5" B25.0C Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/202112.5"12.5" 12.5" 1.5"1.5"1.5" ".53'-73'-7.5"3'-7.5"".53'-7 1.5" 2:1 TO 4:1VAR. 2:1 TO 4:1 0.02 0.02 TYPICAL SECTION NO. 7 POINT GRADE (14'-0" W/ GR) 10'-0" 2'-0" 12'-0"12'-0" CL -Y- (S MAIN STREET) SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-4U-5896 PAVEMENT DESIGN6/2/999:37:52 AMR:\Roadway\Proj\U-5896_rdy_typ.dgnJOR66165DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -Y- STA. 10+55.00 TO 13+20.00 FOR ISLAND LIMITS SEE PLAN VIEW. FOR TAPERS AND AUXILIARY LANES SEE PLAN VIEW. NOTE: FOR VARIABLE SLOPES SEE CROSS-SECTIONS. *WIDTH AND LOCATION OF EXISTING PAVEMENT VARIES. (SEE PLANS) 11'-6"2:1 TO 4:1VAR. 2:1 TO 4:1 11'-6"2:1 TO 4:12:1 TO 4:1 VAR.0.02 0.02 0.02 0.02 WALK SIDE 5'6" WALK SIDE 5'6" USE TYPICAL SECTION NO. 8: TYPICAL SECTION NO. 8 POINT GRADE (14'-0" W/ GR) 10'-0" BIKE 4'-0" 2'-0" 12'-0"12'-0" 103'-0" 12'-0"12'-0" BIKE 4'-0" 2'-0" (14'-0" W/ GR) 10'-0" CL -Y- (S MAIN STREET) -Y- STA. 13+70.00 TO 21+30.00 C2 D2E3 T R2 2:1 TO 4:1 VAR.2:1 TO 4:10.02 0.02 (14'-0" W/ GR) 10'-0" 2'-0" 12'-0"12'-0" C2 D2 E3 T R2 C2D2 E3R2 C2 D2 E3 T U R2 S T S GRADE TO THIS LINE GRADE TO THIS LINE GRADE TO THIS LINE WUW UW U W R3 TO 11'-6" VAR. 4'-10" TO 11'-6" VAR. 6'-9" VAR. 4'-0" TO 21'-6" GRADE TO THIS LINE TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 7: -Y- STA. 13+20.00 TO 13+70.00 TRANSITION FROM TYPICAL SECTION NO. 7 TO TYPICAL SECTION NO. 8: USE TYPICAL SECTION NO. 7: -Y- STA. 21+80.00 TO 22+35.00 -Y- STA. 22+35 TO 24+75.00 TRANSITION FROM TYPICAL SECTION NO. 7 TO TYPICAL SECTION NO. 9: -Y- STA. 21+30.00 TO 21+80.00 TRANSITION FROM TYPICAL SECTION NO. 8 TO TYPICAL SECTION NO. 7: TYPICAL SECTION NO. 9 CL -Y- (S MAIN STREET) C1 U C1U USE TYPICAL SECTION NO. 9: -Y- STA. 24+75.00 TO 25+85.00 VAR. WIDTH EXIST. PAVEMENT VAR. WIDTH EXIST. MEDIAN VAR. WIDTH EXIST. PAVEMENT V EXIST EXIST POINT GRADE R3 4'-0"9"9" U W 12'-0" POINT CROWN 5'-6"5'-6" 23'-0" CL -Y- 14+20.00 TO 16+10.00 RT USE IN CONJUNCTION WITH TYPICAL SECTION NO. 8 -Y- 17+10.00 TO 20+85.00 LT DETAIL OF MEDIAN ISLAND SHIFT (Not to Scale - Shown as RT - Mirror for LT) TRANSITION FROM -Y- 16+10.00 RT TO -Y- 17+10.00 LT (SEE DETAIL 2B-8 FOR ISLAND CROWN DETAIL) VAR. 61'-6" TO 71'-0" VAR. 85'-6" TO 95'-0" 0.020.02 0.02 2'-6" C & G 4" SIDEWALK EARTH MATERIAL EXIST. PAVEMENT 1' 6" C & G PAVEMENT SCHEDULE UNLESS SHOWN OTHERWISE. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 C1 C2 C3 D1 D2 D3 E4 R1 R2 T U 3" S9.5C 2.5" I19.0C 4" I19.0C VAR. I19.0C S VAR. S9.5C VARIABLE DEPTH PAVEMENT MILLINGV 1.5" S9.5C 5" B25.0C 3" B25.0CE1 E2 4" B25.0C E5 C4 1.5" S9.5B C5 3" S9.5B W R3 5" MONO. CONC. ISLAND E3 5.5" B25.0C (FINAL PAVEMENT DESIGN) VAR. B25.0CE6 8.5" B25.0C 12"12" 12"12" Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021D2 E3 D2 E3 1'1' 6" 6" 6" 6" 6" 6" 12"12" V 12" GRADE TO THIS LINE GRADE TO THIS LINE C2C2 GRADE TO THIS LINE R2 R2 6 :1 4:1 MAX FOR CUTSHINGE POINT0.08FOR FILLSHINGE POINTVAR. 0.020.04 TYPICAL SECTION NO. 11 10'-0"6'-0"18'-0" (15'-0" W/GR) 12'-0" FDPS 4'-0" POINT GRADE 12'-0"4'-0" FDPS 4'-0" (15'-0" W/GR) 12'-0"30'-0" 4:1 2:1 MAX 6:1 GRADE TO THIS LINE CL -RPA-, -RPC- SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-5U-5896 PAVEMENT DESIGN6/2/999:37:53 AMR:\Roadway\Proj\U-5896_rdy_typ.dgnJOR66165DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 6:1 4 :1 M AXFOR CUTSHINGE POINT0.08 FOR FILLSHINGE POINTVAR. 0.02 0.04 TYPICAL SECTION NO. 12 10'-0"6'-0"18'-0" (15'-0" W/GR) 12'-0" FDPS 4'-0" POINT GRADE 12'-0"4'-0" FDPS 4'-0" (15'-0" W/GR) 12'-0"30'-0"4:12:1 MAX6 :1 GRADE TO THIS LINE 6 :1 4:1 MAX FOR CUTSHINGE POINT0.08FOR FILLSHINGE POINTVAR. 0.020.04 TYPICAL SECTION NO. 10 10'-0"6'-0"18'-0" (15'-0" W/GR) 12'-0" FDPS 4'-0" POINT GRADE 12'-0"4'-0" FDPS 4'-0" (15'-0" W/GR) 12'-0"30'-0" 4:1 2:1 MAX 6:1 GRADE TO THIS LINE CL -RPB-, -RPD- CL -RPA-, -RPC- -RPC- STA. 10+00.00 TO 14+10.83 -RPA- STA. 10+00.00 TO 14+08.08 -RPD- STA. 10+00.00 TO 18+00.00 -RPB- STA. 10+00.00 TO 13+75.18 -RPC- STA. 14+10.83 TO 23+72.96 -RPA- STA. 14+08.08 TO 23+68.33 FOR ISLAND LIMITS SEE PLAN VIEW. FOR TAPERS AND AUXILIARY LANES SEE PLAN VIEW. NOTE: FOR VARIABLE SLOPES SEE CROSS-SECTIONS. *WIDTH AND LOCATION OF EXISTING PAVEMENT VARIES. (SEE PLANS) 0.02 GROUND EXIST. GROUND EXIST. 4:14:1 FOR FILLS 1' BERM USE TYPICAL SECTION NO. 11: 6" C2 D2E4 T C2 D2 E4 T C2 D2 E4 T E4 T C2 D2 C2 D2 C2D1T E1 T USE TYPICAL SECTION NO. 10: USE TYPICAL SECTION NO. 12: (Not to Scale) DETAIL OF EXPRESSWAY GUTTER E4 U W UW GRADE TO THIS LINE 2'-6" C & G 4" SIDEWALK EARTH MATERIAL EXIST. PAVEMENT 1' 6" C & G PAVEMENT SCHEDULE UNLESS SHOWN OTHERWISE. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 C1 C2 C3 D1 D2 D3 E4 R1 R2 T U 3" S9.5C 2.5" I19.0C 4" I19.0C VAR. I19.0C S VAR. S9.5C VARIABLE DEPTH PAVEMENT MILLINGV 1.5" S9.5C 5" B25.0C 3" B25.0CE1 E2 4" B25.0C E5 C4 1.5" S9.5B C5 3" S9.5B W R3 5" MONO. CONC. ISLAND E3 5.5" B25.0C (FINAL PAVEMENT DESIGN) VAR. B25.0CE6 8.5" B25.0C Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021 -RPD- 12+00.00 TO 18+00.00 LT USE IN CONJUNCTION WITH TYPICAL SECTION NO. 12 GUTTER EXPRESSWAY 12.5"12.5" 12.5"12.5" 8.5" 6:1 4 :1 M A XFOR CUTSHINGE POINT0.08 FOR FILLSHINGE POINTVAR. 0.02 0.04 TYPICAL SECTION NO. 13 10'-0"6'-0"18'-0" (15'-0" W/GR) 12'-0" FDPS 4'-0" POINT GRADE 12'-0"4'-0" FDPS 4'-0" (15'-0" W/GR) 12'-0"30'-0"4:12:1 MAX6 :1 GRADE TO THIS LINE CL -RPB-, -RPD- -RPD- STA. 18+00.00 TO 25+75.57 -RPB- STA. 13+75.18 TO 20+98.86 0.02 CL 0.08 3:12:1 0.08 X-SECTIONSVAR. SEE TYPICAL SECTION NO. 16 TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 16: TRANSITION FROM TYPICAL SECTION NO. 16 TO EXISTING: CL 0.02 TYPICAL SECTION NO. 17 (DETOUR BRIDGE) -DET- STA 20+11.00 +/- (END BRIDGE) TO 23+45.98 -DET- STA 10+66.32 TO 18+61.00 +/- (BEGIN BRIDGE) -DET- STA 23+45.98 TO 25+31.73 -DET- STA 8+79.63 TO 10+66.32 -DET- STA 18+61.00 +/- (BEGIN BRIDGE) TO 20+11.00 +/- (END BRIDGE) -DET- -DET- GRADE POINT (11'-0" W/GR)(11'-0" W/GR) 3:1 MAX4:18'-0" TYPICAL SECTION NO. 14 CL -Y1- -Y1- STA 13+90.00 TO 15+16.74 GRADE POINT GRADE POINT USE TYPICAL SECTION NO. 16: USE TYPICAL SECTION NO. 17: 0.02 0.04 TYPICAL SECTION NO. 15 POINT GRADE 2:1 MAX USE TYPICAL SECTION NO. 15: CL -DR1- 2'-0" 3:1 MAX 5'-0" TO 10'-0" VAR. WIDTH 0.02 0.04 3'-0"2'-0" 0.02 5'-0" TO 10'-0" VAR. WIDTH 3:1-DR1- STA. 10+80.00 TO 14+25.00 SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-6U-5896 PAVEMENT DESIGN6/2/999:37:53 AMR:\Roadway\Proj\U-5896_rdy_typ.dgnJOR66165DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED C2 E1 D1T T D1 C2 E2 TT C5 E2 TT "7 USE TYPICAL SECTION NO. 13: GRADE TO THIS LINE GRADE TO THIS LINE 2'-6" C & G 4" SIDEWALK EARTH MATERIAL EXIST. PAVEMENT 1' 6" C & G PAVEMENT SCHEDULE UNLESS SHOWN OTHERWISE. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 C1 C2 C3 D1 D2 D3 E4 R1 R2 T U 3" S9.5C 2.5" I19.0C 4" I19.0C VAR. I19.0C S VAR. S9.5C VARIABLE DEPTH PAVEMENT MILLINGV 1.5" S9.5C 5" B25.0C 3" B25.0CE1 E2 4" B25.0C E5 C4 1.5" S9.5B C5 3" S9.5B W R3 5" MONO. CONC. ISLAND E3 5.5" B25.0C (FINAL PAVEMENT DESIGN) VAR. B25.0CE6 8.5" B25.0C Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 USE TYPICAL SECTION NO. 14:8/3/2021C2 E3 0.08 12'-0"12'-0"8'-0"8'-0" 0.02 0.02 W/ GR 6'-0"12'-0"12'-0" W/ GR 6'-0"3'-0" FDPS 4'-0" FDPS 4'-0" 32'-0" CLEAR ROADWAY 4'-0"12'-0"12'-0"4'-0" 0.02 UW GRADE TO THIS LINE D2T 12" E3 0.08 D2 T 12" C2 C3 3:1 MAX 8.5" 9.5" TEMPORARY PAVEMENT DETAILEDGE OFTRAVEL LANESEE TMP PLANSVARIABLE VAR. UNDER TEMPORARY BARRIER TEMPORARY PAVEMENT DETAIL SEE TRANSPORTATION MANAGEMENT PLANS -Y1- STA 14+52.00 TO 15+20.00 0'-6' SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-7U-5896 PAVEMENT DESIGN6/2/999:37:54 AMR:\Roadway\Proj\U-5896_rdy_typ.dgnJOR66165DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 8/3/20212'-6" C & G 4" SIDEWALK EARTH MATERIAL EXIST. PAVEMENT 1' 6" C & G PAVEMENT SCHEDULE UNLESS SHOWN OTHERWISE. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 C1 C2 C3 D1 D2 D3 E4 R1 R2 T U 3" S9.5C 2.5" I19.0C 4" I19.0C VAR. I19.0C S VAR. S9.5C VARIABLE DEPTH PAVEMENT MILLINGV 1.5" S9.5C 5" B25.0C 3" B25.0CE1 E2 4" B25.0C E5 C4 1.5" S9.5B C5 3" S9.5B W R3 5" MONO. CONC. ISLAND E3 5.5" B25.0C (FINAL PAVEMENT DESIGN) VAR. B25.0CE6 8.5" B25.0C CL 0.08 3:12:1 0.08 X-SECTIONSVAR. SEE TYPICAL SECTION NO. 18 GRADE POINT USE TYPICAL SECTION NO. 18: E2 E2 TT W/ GR 6'-0"12'-0"12'-0" W/ GR 6'-0"3'-0" FDPS 4'-0" FDPS 4'-0" -DET-XOVER- 0.02 0.02 -DET-XOVER- STA 19+57.55 (END BRIDGE) TO 28+25.00 -DET-XOVER- STA 10+00.00 TO 17+92.97 (BEGIN BRIDGE) GRADE TO THIS LINE C2 C2 UW D1 D1 SEE TRANSPORTATION MANAGEMENT PLANS -L- STA 12+89.11 TO 14+17.09 GRADE TO THIS LINE E2 C2T GRADE TO THIS LINE E2D1C2 UW (VARIALBLE) 0' TO 75' EXIST. USE IN CONJUNCTION WITH TYPICAL SECTION NO. 14. -RPB- STA 13+73.95 TO 14+64.69 7" 9.5"9.5" 9.5" Office of: Prepared in the DETAIL OF TEMPORARY DETOUR NAD 83/ 2011Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-5896 2B-1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/999:38:34 AMR:\Roadway\Proj\U-5896_rdy_psh02B-1_Detour.dgnJOR66165850 840 830 820 810 800 790 780 850 840 830 820 810 800 790 780 850 840 830 820 810 800 790 780 9 10 11 12 13 14 15 16 17 18 19 20 -DET- Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021SE = 03 SE = 05 R = 120' SE = 05 RO = 120' OF TRANSPORTATION NORTH CAROLINA DEPARTMENT NO DEED REF. FOUND FOR -L- DESIGN SEE SHEET 5 SEE TMP PLANS FOR PHASING (SEE TMP PLANS) TEMP. SHORING 87 OF TRANSPORTATIONDEPARTMENTNORTH CAROLINA NO DEED REF. FOUNDSEE SHEET 2B-2MATCHLINE -DET- STA. 19+50.00PI Sta 9+85.01 D L = 555.90' T = 278.54' R = 3,480.00' PI Sta 13+84.50 D L = 243.72' T = 122.12' R = 1,510.00' RO = 72' PI Sta 20+10.09 D L = 202.36' T = 101.33' R = 1,510.00' -DET- PT Sta. 15+06.09 -DET- PC Sta. 19+08.76 -DET-0201010202000304050504030203040524' TYP.+66.0910+0015+0015.15' RT -L- POT Sta. 14+05.78 -DET- PC Sta. 7+06.47 -DET- Sta. 16+00.00 BEGIN BRIDGE -DET- Sta. 17+50.00 END BRIDGE GREU TL -3 GREU TL-3 24 'TYP .24'4' PS4' PSTYPE III TYPE III TYPE III TYPE III CAT-1 CAT-1 8:18:1 WALL #5 (SEE TMP PLANS) TEMPORARY SHORING WALL #6 (SEE TMP PLANS) TEMPORARY SHORING -DET- PRC Sta. 12+62.3703010203 24' TYP.+48.76+02.3724 ' TYP.+30.16-DET- POC Sta. 9+82.16 BEGIN GRADE 225' RT +15 -RPC- 605 605 604 603 602 601 109.08' RT +18.02 -RPC- -DET- EL = 822.40' STA. 9+82.16 BEGIN GRADE PI = 17+50.00 EL = 842.80' VC = 200' K = 93 V = 50 MPH PI = 12+70.00 EL = 829.18' VC = 100' K = 164 PI = 15+00.00 EL = 836.00' VC = 100' K = 408 (+)2.3555% (+)2.9652% (+)2.7200% (+)0.5773% STA. 7+06.47 BEGIN OVERLAY END OVERLAY15+0015+0024" RCP S12" RCP 12" R C P 24" RCP24" RCP30" RCP30" RCP18" RCP 4.5' CONC HW 18" RCP S S S8" PVCS 15" RCP CB 15" RCP15" RCP8" DI8" DI 8" VC8" PVC 8" VC8" DI8" DI 8" VC 18" RCPN 04°52'05" E44.03'N 15°09'34" W81.59'N 02°43'28" E15.00'CENTERLINE OF CREEKPROPERTY LINE FOLLOWSN 57°45'40" E 200.06' EIP EIP 25.00'2 5. 0 0'25.00' EIP EIP EIP EIP EIP S 38°05'30" E211.40'N 80°27'34" EEXI STI NG R/WEXI STI NG R/ W EXISTING R/WEXISTING R/WN 76°14'22" EN 37°28'57" W143.46'N 37°29'29" W123.22'8" VC8" VCUNKNOWN END 8" VC8" VC 8" VC8" VC8" VC24" VCPCONCBST1SBLKBUSCONCLTCONC 30" C&G6" CURBCONC60" CHL W/3SBW60" CHL W/3SBW GATE96" CHL60" CHL W/3SBW60" CONC 30" C&G30" C&G 30" C&G30" C&G CONC 72" VINYL LT 30" C&G 30" C&G 3 0 " C&G3 0 " C&G24" C&G BSTBST BST BST LT SIGN 8" CURB24"C&G 24"C&G CONC W/ L T CONC66" WD24" C&G 30" C &G60" C ONC 66" WD 6 0 " CONC60" CONC SIGN CONCLT LT UNIT AIR/VAC CAP VENT W/3SBW72" CHL24" C&G72" CHLLT72" CHL7 2 " CHL6" CURBCONC5S E L E C 60" CONC60" CONCCONC 60" CONC60" CONCWOODS WOODS128.00' 5S ELEC 5S ELECW/3SBW72" CHL CONC72" CHL72" CHL W/3SBW72" CHL 72" CHL UNKNOWN END N 18°06'49" E 59.76' REF. PB 40 PG 85 DUKE ENERGY R/W EXISTING R/WEXISTING R/W EXISTING R/W UNKNOWN END15.00'REF. PB 40 PG 8515' SEWER EASEMENT150.00'EXISTING R/W EXISTING R/W EXISTING R/W 147.00'EXISTING R/W EXISTING R/W60.00' EXISTING R/W EXISTING R/W 88.00'EXISTING R/WWW CONC W/LT W/LT W/LT W/LT W/LT EXI STI NG R/WEXI STI NG R/WN 52°32'49" E 165.72'S 37°45'29" E100.35'S 37°45'29" E160.00' T WEOI EOIS SW CLOVERLEAF PLACE / RAMP CRAMP D30" C&G30" C&G16' BS T 21.5' BST17' BST 21.5' BSTUS 311 (S. MAIN ST) 53' BSTUS 311 (S. MAIN ST) 55.8' BSTUS 29-70/I-85 BUS 32' BST US 29-70/I-85 BUS 33.5' BST 30" C&G6" CURB6" CURB6" CURB6" CURB6" CURB6" C I 6" C I 6" CI6" CI8" CI 8 " CI 8" CI 6" PL-BL-4 WOODS BST 1SBLKBUS W/LT BST BST BST WOODS 2SFBUS LT OTCB DI CB LT PB 184 PG 9 DB 7685 PG 1959 JAY MELADI KRUPA INC. WOODS GRASS LT BST BST BST BST DB 5135 PG 1657 CLOVERLEAF, LLC CLEMENTS FAMILY BST GR GR GR SW CLOVERLEAF PLACELT BST LT LT CANOPY MTL 1SFBUS CANOPY MTL POLE SERVICE WOODS BST CONC LT DB 5390 PG 1646 MARGARET J. HERKE JOHN A. HERKE DB 5390 PG 1646 MARGARET J. HERKE JOHN A. HERKE EIP BST CULVERT 3'x3' BST WOODS EIPEIP POLE CAMERA TRAFFIC UNKNOWN END SIGN CONC DI WW CONC TANK HOLDING POSSIBLE OTCB DI OTCB CB SIGN PB 23 PG 57 DB 8163 PG 1555 NCDOT O'REILLY AUTOMOTIVE, INC. PB 23 PG 57 DB 6745 PG 2925 1SBKBUS BST BST GR BST BST WELL MON. EIPW/LT 2SBKBUS GATE WELL MON. WOODS BK WALL VAR. HT LT PUMP DIESEL FUEL CONC CONC LT CAPS VENT LT BST BST BST SIGN W/FES GATE BST BST PLACE CLOVERLEAF NW EIP CAPS TANK WOODS GROUND PIPE EXPOSED ABOVE WOODS REF. PB 40 PG 85 15' SEW ER EA SEM EN T ABAND 1SBKBUS BST BST REF. PB 184 PG 9& UTILITY EASEMENT25' ACCESS CB DI R C P15"EIP EIP GRASS WOODS 2-BOLLARDS WW CONC WW CONC WALL IN NAIL W/LT UNKNOWNSIZEU/MTL CANOPY 8 GAS PUMPS 4-ISL'S SIGN BST W/LT CB EIP CB BST 1SBLKBUS RCP18" ; ; ; -RPB- -RPC- -L--Y-20+0025+0015+00 5 F F F F FF C F F Office of: Prepared in the DETAIL OF TEMPORARY DETOUR NAD 83/ 2011Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-5896 2B-2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/999:39:06 AMR:\Roadway\Proj\U-5896_rdy_psh02B-2_Detour.dgnJOR66165850 840 830 820 810 800 21 22 23 24 25 26SEE SHEET 2B-1MATCHLINE -DET- STA. 19+50.00Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021-DET- SE = 05 R = 120' SE = RC R = 48' 850 840 830 820 810 800 FOR -L- DESIGN SEE SHEET 5 15+0015+00PI Sta 24+88.26 D L = 753.18' T = 377.14' R = 5,700.00' PI Sta 20+10.09 D L = 202.36' T = 101.33' R = 1,510.00' 20 27 280520+0025+0015.36' RT -L- POT Sta. 35+57.23 -DET- PT Sta. 28+64.304' PS4' PS24'24' TYP.24'4' PS4' PS-DET- PRC Sta. 21+11.1200 0205040302010102+39.12+48.76-DET- POC Sta. 25+14.48 END GRADE 30" RCP S15" RCP15" RCPS EIPS 31°57'15" E77.38'EXI STI NG R/W2SFBUS 8" CONC CURB 8" CONC CURB8 " CONCCURB VAR. HT BLK WALL LT LT 24" RCP16' GR 15" RCP BST & CABLE MTL POST WOODS WOODS WOODS WOODS EXISTING R/W 260.00'EXISTING R/W EXISTING R/W RAMP A R AMP B 2 0' BST17' BST20.7' BST21' BSTUS 29-70/I-85 BUS 33.5' BST US 29-70/I-85 BUS 36.5' BST 18" RCP18" RCPUS 29N-70E/I-85N BUS 34' BST US 29S-70W/I-85S BUS 34' BST 10" CI10" CI10" CI 10" CI 10" CI 10" CI -BL-5 -BL-6 W/FES WOODS EIP ATHENS INVESTMENTS PB 49 PG 42 DB 3502 PG 695 SIGN BLK GRASS OF TRANSPORTATION NORTH CAROLINA DEPARTMENT NO DEED REF. FOUND WOODS OF TRANSPORTATION NORTH CAROLINA DEPARTMENT NO DEED REF. FOUND GRASS WOODS BST SIGN JB EXPOSED EIP WOODS HW CONC 8' BST BST LT RCP 15" WOODS HW CONC 6' WOODS WOODS ; ; ; ;; US 29-70/I-85 BUS 43.5' BST US 29-70/I-85 BUS 42' BST STA. 25+14.48 EL = 842.45' -DET- PI = 23+20.00 EL = 846.09' VC = 380' K = 155 (-)1.8720% STA. 28+64.30 END OVERLAY END GRADE BEGIN OVERLAY (+)0.5773%35+0040+0030+00-RPA- -RPD- C F F F F F C C C F F Office of: Prepared in the NAD 83/ 2011Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-5896 2B-3 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/999:39:42 AMR:\Roadway\Proj\U-5896_rdy_psh02B-3_XOver_Detour.dgnJOR66165Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021OF TRANSPORTATION NORTH CAROLINA DEPARTMENT NO DEED REF. FOUND OF TRANSPORTATION NORTH CAROLINA DEPARTMENT NO DEED REF. FOUND SEE SHEET 2B-4MATCHLINE -DET-XOVER- STA. 21+00.00-DET-XOVER- SE = 03 R = 72' SE = 03 R = 72' 800 810 820 830 840 850 FOR -L- DESIGN SEE SHEET 5 (SEE TMP PLANS) TEMP. SHORING SEE TMP PLANS FOR PHASING DETAIL OF TEMPORARY DETOUR CROSSOVER 800 810 820 830 840 850 PI Sta 11+77.64 D L = 305.37' T = 152.78' R = 3,480.00' PI Sta 14+94.49 D L = 328.28' T = 164.26' R = 3,480.00'02010224'TYPE III TYPE III -DET-XOVER-000202EXIST.+00.00TYP. 24' -DET-XOVER- PC Sta. 10+24.86 15.45' LT -L- POT Sta. 15+15.07 -DET-XOVER-20+00WALL #1 (SEE TMP PLANS) TEMPORARY SHORING WALL #2 (SEE TMP PLANS) TEMPORARY SHORING -DET-030202010100TYP. 24'00010201+56.76EXIST.4' PS24'4' PS03020100TYP. 24'+12.40-DET-XOVER- PRC Sta. 13+30.23 -DET-XOVER- PT Sta. 16+58.5215+0001010125'25'010001225' RT +15 -RPC- 605 605 604 603 602 601 173.82' LT +44.70 -L- 130.49' LT +19.52 -L- 109.08' RT +18.02 -RPC- -DET-XOVER- 11 12 13 14 15 16 17 18 19 20 21 PI = 15+85.00 EL = 833.11' (+)2.7490% (+)0.9444% VC = 360' K = 199 PI = 17+65.00 EL = 834.81' PI = 19+80.00 EL = 839.75' (+)2.8000% PI = 12+89.62 EL = 824.99' STA. 10+24.86 BEGIN GRADE BEGIN OVERLAY BEGIN GRADE END GRADE END OVERLAY15+0015+0024" RCP S12" RCP 12" R C P 24" RCP24" RCP30" RCP30" RCP18" RCP 4.5' CONC HW 18" DI18" RCP S S S8" PVCS 15" RCP CB 15" RCP15" RCP8" DI8" DI 8" VC8" PVC 8" VC8" DI8" DI 8" VC 18" RCPN 04°52'05" E44.03'N 15°09'34" W81.59'N 02°43'28" E15.00'CENTERLINE OF CREEKPROPERTY LINE FOLLOWSN 57°45'40" E 200.06' EIP EIP 25.00'2 5. 0 0'25.00' EIP EIP EIP EIP EIP S 38°05'30" E211.40'EXIS TIN G R/WEXISTING R/WEXISTING R/WGROUND PIPE EXPOSED ABOVE 1-5x6 BARRELN 37°28'57" W143.46'8" VC8" VCUNKNOWN END 8" VC8" VC 8" VC8" VC8" VC24" VCPCONCBST1SBLKBUSCONCLTCONC CONC60" CHL W/3SBW60" CHL W/3SBW GATE96" CHL60" CHL W/3SBW60" CONC 30" C&G30" C&G 30" C&G30" C&G CONC 72" VINYL LT 30" C&G 30" C&G 3 0 " C&G3 0 " C&G24" C&G BSTBST BST BST LT SIGN 8" CURB24"C&G 24"C&G CONC W/ L T CONC66" WD24" C&G 30" C &G60" C ONC 66" WD 6 0 " CONC60" CONC SIGN CONCLT LT UNIT AIR/VAC CAP VENT W/3SBW72" CHL24" C&G72" CHLLT72" CHL7 2 " CHL6" CURB5S E L E C 60" CONC60" CONCCONC 60" CONC60" CONCWOODS WOODS128.00' 5S ELEC 5S ELECW/3SBW72" CHL CONC72" CHL72" CHL W/3SBW72" CHL 72" CHL UNKNOWN END N 18°06'49" E 59.76' REF. PB 40 PG 85DUKE ENERGY R/W REF. PB 40 PG 85 DUKE ENERGY R/W EXISTING R/WEXISTING R/W EXISTING R/W UNKNOWN END15.00'REF. PB 40 PG 8515' SEWER EASEMENT150.00'EXISTING R/W EXISTING R/W EXISTING R/W 147.00'EXISTING R/W EXISTING R/W60.00' EXISTING R/W EXISTING R/W 88.00'EXISTING R/WWW CONC W/LT W/LT W/LT W/LT W/LT EXI STI NG R/WEXI STI NG R/WN 52°32'49" E 165.72'S 37°45'29" E100.35'S 37°45'29" E160.00' T WEOI EOIS SW CLOVERLEAF PLACE / RAMP CRAMP D30" C&G30" C&G16' BS T 21.5' BST17' BST 21.5' BSTUS 311 (S. MAIN ST) 53' BSTUS 311 (S. MAIN ST) 55.8' BSTUS 29-70/I-85 BUS 32' BST US 29-70/I-85 BUS 33.5' BST 30" C&G6" CURB6" CURB6" CURB6" CURB6" CURB6" C I 6" C I 6" CI6" CI8" CI 8 " CI 8" CI 6" PL-BL-4 WOODS 1SBLKBUS W/LT BST BST BST WOODS 2SFBUS LT OTCB DI CB LT PB 184 PG 9 DB 7685 PG 1959 JAY MELADI KRUPA INC. WOODS GRASS LT BST BST BST BST DB 5135 PG 1657 CLOVERLEAF, LLC CLEMENTS FAMILY BST GR GR GR LT BST LT CANOPY MTL 1SFBUS CANOPY MTL POLE SERVICE BST CONC LT DB 5390 PG 1646 MARGARET J. HERKE JOHN A. HERKE DB 5390 PG 1646 MARGARET J. HERKE JOHN A. HERKE BST CULVERT 3'x3' BST EIPEIP POLE CAMERA TRAFFIC UNKNOWN END SIGN CONC DI WW CONC TANK HOLDING POSSIBLE OTCB DI OTCB CB SIGN PB 23 PG 57 DB 8163 PG 1555 NCDOT O'REILLY AUTOMOTIVE, INC. PB 23 PG 57 DB 6745 PG 2925 1SBKBUS BST BST GR BST BST WELL MON. EIPW/LT 2SBKBUS GATE WELL MON. WOODS BK WALL VAR. HT LT PUMP DIESEL FUEL LT BST BST BST SIGN W/FES GATE BST BST PLACE CLOVERLEAF NW EIP WOODS GROUND PIPE EXPOSED ABOVE WOODS REF. PB 40 PG 85 15' SEW ER EA SEM EN T ABAND 1SBKBUS BST BST REF. PB 184 PG 9& UTILITY EASEMENT25' ACCESS CB DI R C P15"EIP EIP GRASS WOODS 2-BOLLARDS WW CONC WW CONC WALL IN NAIL W/LT UNKNOWNSIZESIGN BST W/LT CB EIP CB BST 1SBLKBUS RCP18" ; ; ;;10+0015+00GREU TL -3 GREU TL-3 TYPE III TYPE III TYPE III TYPE III CAT-1 -RPC- -RPB-WALL #3 (SEE TMP PLANS) TEMPORARY SHORING WALL #4 (SEE TMP PLANS) TEMPORARY SHORING S F 20+0025+00 Office of: Prepared in the NAD 83/ 2011Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-5896 2B-4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/999:40:10 AMR:\Roadway\Proj\U-5896_rdy_psh02B-4_XOver_Detour.dgnJOR66165Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021800 810 820 830 840 850 R = 72' SE = RC R = 48' -DET-XOVER- 800 810 820 830 840 850SEE SHEET 2B-3MATCHLINE -DET-XOVER- STA. 21+00.00FOR -L- DESIGN SEE SHEET 5 DETAIL OF TEMPORARY DETOUR CROSSOVER SEE TMP PLANS FOR PHASING R = 5,700.00' T = 221.20' L = 442.17' D PI Sta 26+20.11PI Sta 22+56.85 L = 284.28' T = 142.22' R = 3,480.00' D SE = 03SE = 03 -DET-XOVER- PT Sta. 28+41.08 03-DET-XOVER- PC Sta. 21+14.63 GREU TL-34' PS24'4' PS030201000102+73.66TYP. 24' -DET-XOVER- PRC Sta. 23+98.91 15.34' LT -L- POT Sta. 33+29.48 24'4' PS4' PS-DET-XOVER-25+0030" RCP S15" RCP15" RCPEIP EIPS 31°57'15" E77.38'EXI STI NG R/W8" CONC CURB 8" CONC CURB8" CONC CURB8 " CONCCURB VAR. HT BLK WALL LT LT 24" RCP16' GR 15" RCP BST & CABLE MTL POST WOODS WOODS WOODS WOODS WOODS 72" CHL W/3SBWEXISTING R/W 260.00'EXISTING R/W EXISTING R/WS 37°45'29" E100.35'S 37°45'29" E160.00' RAMP A R AMP B 2 0' BST17' BST20.7' BST21' BSTUS 29-70/I-85 BUS 33.5' BST US 29-70/I-85 BUS 36.5' BST 18" RCP18" RCPUS 29N-70E/I-85N BUS 34' BST US 29S-70W/I-85S BUS 34' BST 10" CI10" CI10" CI 10" CI 10" CI 10" CI -BL-5 -BL-6 W/FES W/FES WOODS EIP SIGN BLK GRASS OF TRANSPORTATION NORTH CAROLINA DEPARTMENT NO DEED REF. FOUND WOODS EIP WOODS OF TRANSPORTATION NORTH CAROLINA DEPARTMENT NO DEED REF. FOUND GRASS WOODS EIP LT BST SIGN WOODS HW CONC 8' BST LT RCP 15" WOODS HW CONC 6' WOODS WOODS ; ; ;; US 29-70/I-85 BUS 43.5' BST US 29-70/I-85 BUS 42' BST 15+0015+00-DET-XOVER- 21 22 23 24 25 26 27 28 PI = 22+50.00 EL = 847.31' (-)0.6279% VC = 340' K = 99 STA. 28+41.08 END OVERLAY BEGIN OVERLAY END GRADE PI = 24+93.66 EL = 845.78' (+)2.8000% SO LOOP CONNECTIONS TO CROSS OVER NO LONGER NEEDED.TMP PLAN RE-TIE LOOP CONNECTIONS IN PRE-PHASES -RPD- -RPA- 15+00 20+00 F F F F F F F F F PI Sta 15+63.41 D L = 211.61' T = 154.87' R = 112.00' PI Sta 18+69.73 D L = 62.76' T = 31.85' R = 150.00' PI Sta 19+53.93 D L = 106.09' T = 53.28' R = 462.00' -DET-RPB- POT Sta. 21+40.6520+00-DET-RPB- PT Sta. 20+06.74 -DET-RPB- PRC Sta. 19+00.65 -DET-RPB- PC Sta. 18+37.89-DET-RPB- PT Sta. 16+20.15 -DET-RPB- POC Sta. 15+43.30 -Y- POT Sta. 13+35.61 -DET-RPB- Office of: Prepared in the NAD 83/ 2011Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. U-5896 2B-5 REVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/999:40:40 AMR:\Roadway\Proj\U-5896_rdy_psh02B-5_Detour_RPB.dgnJOR66165 Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021SEE TMP PLANS FOR PHASING DETAIL OF TEMPORARY DETOUR FOR -RPB- -DET-RPB- 780 790 800 810 820 830 13 14 15 16 17 18 19 20 21 780 790 800 810 820 830 780 790 800 810 820 830 -DET-RPB- FOR -RPB- DESIGN SEE SHEET 5 602 601 606 5 5 100' LT +76.17 -Y- 80' LT +58.79 -Y- 170.34' LT +10 -L- 173.82' LT +44.70 -L- 130.54' LT +90 -L- 130.49' LT +19.52 -L- PI = 16+50.00 EL = 815.58' (- )3 .2869% (-)0.7720% VC = 100' K = 40 PI = 19+00.00 EL = 813.65' (-)2 .9056% VC = 125' K = 59 PI = 20+80.00 EL = 808.42' (+)0.3002% -DET-RPB- EL = 817.28' -DET-RPB- STA. 15+98.28 BEGIN PROFILE EL = 808.52' -Y- STA. 13+39.88 27' RT -DET-RPB- STA. 21+13.31= END PROFILE K = 21 VC = 66'15+0018" R C P36" RCP18" RCP 15" RCPT 24" R CP 24" RCP 18" RCP 30" RCP4.5' CONC HW 18" DI18" DI8" DI8" V C S CB S 15" RCP CB 15" RCP8" DI8" DI 8" VC8" VCN 04°52'05" E44.03'N 15°09'34" W81.59'N 02°43'28" E32.36'N 10°47'50" E33.24'N 31°23'56" E 46.54' N 58°50'55" E 37.91'N 75°58'43" E29.33'N 55°20'03" E 30.73'N 47°10'42" E 105.08' N 23°13'20" E 70.43' N 18°28'45" E 69.07' N 39°52'36" E 149.32'N 5 8 ° 4 2' 3 8 " W14 7. 8 3' EIP SDI 15.00' RICHLAND CREEK RICHLAND CREEK CENTERLINE OF CREEK PROPERTY LINE FOLLOWS CENTERLINE OF CREEKPROPERTY LINE FOLLOWSEXISTING R/W N 57°45'40" E 200.06' EIP EIP EIP GROUND PIPE EXPOSED ABOVE 1-5x6 BARRELN 37°28'57" W143.46'N 37°29'29" W123.22' 24" C&G VAR. HT CONC WALL24" C&G8" VC8" VCUNKNOWN END 8" VC8" VC 8" VC24" VCP60" CHL W/3SBW60" CHL W/3SBW 30" C&G 30" C&G LT CONCLT LT UNIT AIR/VAC CAP VENT W/3SBW72" CHL24" C&G72" CHLLT72" CHL7 2 " CHL6" CURB6" CURBCONC6" CURB8" CURB8" CURB CONCGR 5S E L E C 5S ELEC 5S ELEC 72" CHL W/3SBW 60" CONC60" CONC60" CONC60" CONCWOODS WOODS 128.00'128.00' 12 8.0 0' 5S ELEC 5S ELECW/3SBW72" CHL CONC72" CHL 72" CHL UNKNOWN END N 18°06'49" E 59.76' REF. PB 40 PG 85DUKE ENERGY R/W REF. PB 40 PG 85 DUKE ENERGY R/W REF. PB 40 PG 85 DUKE ENERGY R/W REF. PB 40 PG 85 DUKE ENERGY R/W EXISTING R/WEXISTING R/W EXISTING R/W UNKNOWN END15.00'REF. PB 40 PG 8515' SEWER EASEMENT150.00'EXISTING R/W EXISTING R/W EXISTING R/W 147.00'EXISTING R/W 10 0. 0 0' EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W60.00' 60.00' EXISTING R/W EXISTING R/W WW CONC W/LT W/LT W/LT W/LT W/LTWEOIRAMP D RAMP D22.5' BST 21.5' BST17' BST 21.5' BSTUS 311 (S. MAIN ST) 55.8' BSTUS 29-70/I-85 BUS 32' BST US 29-70/I-85 BUS 33.5' BST 6" CURB6" CURB6" CURB6" CURB6" CURB6" CURB6" CURB6" C U R B 6" CURB6" CURBGRASSOWNERSHIP UNKNOWN 6" C I 6" C I 6" CI6" CI6" CI12" CI12" CI 8" CI 6" CI 6" CI 6" PLOWNERSHIP UNKNOWN -BL-4 EIP EIP LT W/LT LT CB WOODS BST GRASS EIP POLE CAMERA TRAFFIC WW CONC OTCB PB 23 PG 57 DB 8163 PG 1555 NCDOT O'REILLY AUTOMOTIVE, INC. PB 23 PG 57 DB 6745 PG 2925 1SBKBUS BST BST GR BST BST WELL MON. EIPW/LT 2SBKBUS GATE WELL MON. SAFE TRACK, INC. PB 23 PG 57 DB 6475 PG 1102 BK WALL VAR. HT LT PUMP DIESEL FUEL CONC CONC LT CAPS VENT LT CAPS TANK CONC BOLLARDS 1SBKBUS PUMP KEROSENE SIGN GR BST EIP WELL MON. OF HIGH POINT, INC. HOLINESS CHURCH FIRST PENTECOSTAL 24" CMP OUTCROPPING ROCK W/FES POSS. SERVICE END UNKNOWN CONC BST WELL MON. EIP LT VALVES CONC EIP CAPS VENT ALARM OVERFLOW CAPS TANK CAPS TANK HW CONC L- TANK KEROSENE A/G LT BST BST BST SIGN W/FES GATE BST BST PLACE CLOVERLEAF NW EIP CAPS TANK WOODS GROUND PIPE EXPOSED ABOVE WOODS REF. PB 40 PG 85 15' SEW ER EA SEM EN T EIP EIP GRASS WOODS 2-BOLLARDS WW CONC WW CONC CONC HW U-CONC UNIT AIR/VAC EIP LT DI RCP18" CB SIGN LT LT WALL IN NAIL W/LT UNKNOWNSIZEU/MTL CANOPY 8 GAS PUMPS 4-ISL'S SIGN BST CONC LT DI ;; ; ; ; RICHARDSON CREEK 15+0020+0025+00-RPB- 0 2 0 1 00020122' 3 3' EXIST. 8/17/99SHEAR POINT DIAGRAM Office of: Prepared in the B C A D -L- / -Y- INTERCHANGE15209:41:03 AMR:\Roadway\Proj\U-5896_rdy_psh02B-6_SPD.dgnJOR66165ROADWAY DESIGN ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. 2B-6U-5896 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 25 20 15 20152 0 152515202530351520Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021NAD 83/ 2011FOR PLANS SEE SHEET 5 15NOT TO SCALE -L- -RPC--RPD- -RPA--RPB--Y- -Y1- -DR1- SP1 SP2 SP3 SP4 SP5 SP6 SP7SP8 SP9 SP10 SP11SP12 SP13 SP14SP15 SP16 SP17 SP18 SP19 SP20 SP21 SP23 SP24SP25 SP26SP27SP28SP29 SP22 ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.9:41:28 AMR:\Roadway\Proj\U-5896_rdy_psh02B-7_Intersection_Detail.dgnJOR661658/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-5896 2B-7 Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021NAD 83/ 2011 11+11.45 -Y- 57.84' +11.40 -Y- 31.00' +43.27 -Y- 68.88' +63.75 -RPA- 31.54' +64.68 -Y- END SIDEWALK 12+94.63 -Y- 25.54' +82.71 -RPA-BEGIN SIDEWALK 24.00' +82.71 -RPA- 11+13.51 -Y- +20.00 -Y- 0.00' 200'R 70'R 600'R 32'R 4.00' +10.39 -RPA- BEGIN SIDEWALK 13+74.48 -Y- +25.60 -Y- 8.75' +09.82 -Y- 39.50' +24.40 -Y- 39.50' 19+01.26 -RPB- BEGIN SIDEWALK 13+87.62 -Y- +37.73 -RPB- 4.00' 19+62.53 -RPB- 12.00' +73.38 -RPB- R360' 50'R R70' 30.13' +65.04 -RPB- 34.07' 64.12' +04.03 -RPB- +43.57 -Y- +57.75 -Y- 0.00' 10+55.00 -Y- 2'R 10.75'R 2'R R50' R160' BEGIN 2'-6" C&G BEGIN 2'-6" C&G END 2'-6" C&G BEGIN 2'-6" C&G BEGIN 2'-6" C&G END 2'-6" C&G PROPOSED SIGNAL -Y- / -RPA- / -RPB- INTERSECTION DETAIL 0'50'100' 25' 50' (ENGLISH) FOR PLANS SEE SHEET 5 RETAIN EXISTING 8:1 8: 1 CR CR CR CR CR SIDEWALK SIDEWALK SIDEWALK 2'-6" C&G 2'-6" C&G CONC. ISLANDCONC. ISLAND 2'-6" C&G 2'-6" C&G 8:18:122+51.91 -RPA- 22+31.91 -RPA-BA-Y--RPA--RPB-45.5'28'24'24'-Y- POC Sta. 13+47.74 -RPA- POT Sta. 24+05.40 -RPA- PT Sta. 22+18.75 -Y- Sta. 10+55.00 BEGIN CONSTRUCTION -Y- POC Sta. 13+53.84 -RPB- POT Sta. 21+37.77 -RPB- PT Sta. 20+06.74 -RPB- PC Sta. 19+04.78 -Y- PT Sta. 14+04.65-Y- PC Sta. 10+00.0010+0015+004'28' 16' C9:41:48 AMR:\Roadway\Proj\U-5896_rdy_psh02B-8_Intersection_Detail.dgnJOR661658/17/99ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-5896 2B-8 Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021NAD 83/ 2011 12.00' +62.21 -RPD- 31.15' +39.50 -RPD- 4.00' +30.70 -RPD- 39.50' +94.64 -Y- 39.50' +71.47 -Y- 0.00' +71.09 -Y- 35.50' +35.00 -Y- 24.85' +07.25 -Y1- 33.64' +43.20 -Y- 0.00' +19.95 -Y- 20.27' +32.81 -Y1- 24.96' +32.81 -Y1-24.00' +26.89 -RPC-14.96' +75.33 -Y1- 8.27' +62.38 -Y1- 7.11' +60.14 -Y1- 0.05' +63.62 -Y1- 29.06' +07.79 -Y1- 80.12' +60.14 -Y1- 65.77' +05.98 -Y1- 29.75' +66.47 -Y1- 8.75' +83.77 -Y- 4.00' +07.60 -RPC- 22+06.24 -RPC- 22+78.20 -RPC- 14+67.43 -Y1- END SIDEWALK 24+10.42 -Y-BEGIN SIDEWALK 21+69.87 -Y- END SIDEWALK 21+08.94 -Y- 21+32.11 -Y- END SIDEWALK BEGIN SIDEWALK 21+87.42 -Y- 24+17.54 -RPD- 24+01.24 -RPD- 25+76.97 -Y- END SIDEWALK 25+29.85 -Y- 25+85.00 -Y- 14+55.59 -Y1- R2' 50'R 55'R 10.75'R 70'R50'R 225'R R85'R8' R8' 100'R R8'40'R 330'R 5'R BEGIN 2'-6" C&G END 2'-6" C&G END 2'-6" C&G BEGIN 2'-6" C&G END 2'-6" C&G END 2'-6" C&G BEGIN 2'-6" C&G END 2'-6" C&G PROPOSED SIGNAL 0'50'100' 25' 50' (ENGLISH) -Y- / -RPC- / -RPD- INTERSECTION DETAIL -Y- / -Y1- INTERSECTION DETAIL 35.50' +07.00 -Y- FOR PLANS SEE SHEETS 5 & 7 SIDEWALK CONC. ISLAND 2'-6" C&G 2'-6" C&G SIDEWALK CR CR SIDEWALK SIDEWALK 2'-6" C&G 2'-6" C&G CONC. ISLAND 23'DR 20'DR 21'DR CONC. ISLAND 103.75' R 116.75' R +01.83 -Y1- 30.74' +61.34 -Y1- 7.74' 2'-6" C&G CR CR CR CR CRCR 18' 1 6'20+0025+0015+00 25+00 24'23'24'45.5'28'2 8' 16' -Y- -Y- -Y- POT Sta. 21+39.99 -RPD- POT Sta. 26+15.27 -RPD- PT Sta. 24+95.64 -RPD--Y- PC Sta. 23+21.69 -Y- PT Sta. 26+20.50 -RPC- PC Sta. 21+54.12 -Y1--RPC--Y- POT Sta. 21+39.99 -RPC- POT Sta. 24+12.66 -RPC- PT Sta. 23+80.964'8:18:18:18:1-Y- Sta. 25+85.00 END CONSTRUCTION -Y1- POT Sta. 13+90.00 BEGIN CONSTRUCTION 9:42:18 AMR:\Roadway\Proj\U-5896_rdy_psh02B-9_Crown_Point_Detail.dgnJOR661658/17/99ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-5896 0'10'20' 5' 10' (ENGLISH) CROWN POINT 7.5' -Y-0046.75'2B-9 13+74.9714+25.60018016014012010008006-Y- STA. 13+74.97 TO 14+25.60 -Y-6.75'16+10.0016+48.64-Y- STA. 16+10.00 TO 16+48.64 -Y-6.75'17+10.0016+71.36-Y- STA. 16+71.36 TO 17+10.00 -Y-6.75'7.5'21+34.3920+83.77Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 50.63'38.64'8/3/2021-Y- STA. 20+83.77 TO 21+34.3902TYP.02020202020202CONC. ISLAND TYP. CONC. ISLAND 020202020202CONC. ISLAND CONC. ISLAND 020202020202020202020202020202020202FOR PLANS SEE SHEET 5 CROWN POINT SHIFT DETAIL CROWN POINT SHIFT DETAIL CROWN POINT SHIFT DETAIL CROWN POINT SHIFT DETAIL GREU TL-3 CAT-1 CAT-1 9:42:51 AMR:\Roadway\Proj\U-5896_rdy_psh02B-10_GR_Protection_Sign_Detail.dgnJOR661658/17/99ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-5896 Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 8/3/2021U S 2 9 / U S 7 0 US 29 / US 70 NAD 83/ 2011NAD 83/ 2011TIE TO EXISTING GUARDRAIL 0 PLANS 50 100 NOTE: EXISTING ROADWAY(S) SHOWN ARE BASED ON AERIAL PHOTOGRAPHY; NOT SURVEYS DETAIL OF GUARDRAIL PROTECTION FOR OVERHEAD SIGN 'A' (SURRETT DRIVE INTERCHANGE) DETAIL OF GUARDRAIL PROTECTION FOR OVERHEAD SIGN 'D' (I-74 INTERCHANGE) OF PAVEMENT EXISTING EDGE OF TRAVEL EXISTING EDGE OF PAVEMENT EXISTING EDGEOF TRAVEL EXISTING EDGE FOR SIGNING PLANS SEE SHEET SIGN-2 FOR SIGNING PLANS SEE SHEET SIGN-2C 50 2B-10 AAWOOD OFFSET BLOCKSYSTEM PARTS(FOR WOOD POSTS)STEEL TUBE6"8"7"6'-0"6"8"7" 1'-2" 7"TS 6"x8"x0.1875"LINE POSTSTANDARDBREAKAWAY POSTSHORT WOOD6 86 83'-8ƒ" 1'-8"DIA.ƒ"SLOT2•"xƒ"DIA.2…" ±„"7•"±„"5•"PANEL SPLICEW-BEAM MIDSPAN3'-1•"3'-1•"4‚"4‚"2"12‚"SPLICE BOLT SLOTS" X 1„" (TYP.)3229POST BOLT SLOTSƒ" X 2•" (TYP.)3'-1•"3'-1•"3'-1•"4‚"4‚"2"25'-0"862D02862D02J.HOWERTON 3-7-2018PRO F ESSIONALENGINEER NO R T H CAROLINASEAL 022966 NOTREWOH .S LEOJSEE TITLE BLOCKCLCLCLCLCLGUARDRAIL INSTALLATIONGUARDRAIL INSTALLATION3"3"CL5'-0"1"CFRONTSIDEPLANCLCL"W6" STEEL POSTƒ" DIA.1'-3ƒ"8"1'-5"4"6"1„"1„"7" W6x8.5x6'-0"CLCLCLSIDEPLANƒ"O‚"+ ˆ"FRONTCL1‰"+ ˆ"‡" DIA.OFFSET BLOCKROUTED - 0"2ƒ"+ ‰" 7ˆ"+ ‰" - 0"2‰"+ „"SOIL PLATE2'-0" X 1'-6" ON 6" SIDECENTERED‡" DIA HOLESL Ž" DIA. HOLESŽ" DIA. - ˆ" 7•"+ ‰"STANDARD W-BEAM GUARDRAILSHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX 919-250-4119Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:AND DEVELOPMENT UNITCONTRACTS STANDARDSRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C. DIVISION OF HIGHWAYS DEPT. OF TRANSPORTATION NORTH CAROLINA STATE OFSHEET OFSHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED SEE TITLE BLOCKJ HOWERTON 06-22-121 7 1 7 862D03862D03 862D03 862D03 2 7 2 7 SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX 919-250-4119Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:CONTRACT STANDARDSAND DEVELOPMENT UNIT14-DEC-2017 10:36S:\Contracts\Contracts\Special Details\jhowerton\Standard Drawings\2018 Standard Drawings\Details in Lieu of Standards\Division 8\0862d0301.dgnjhowerton AT CSD-292595 PRO F ESSIONALENGINEER NO R T HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED1'-10"FINISH GRADECONCRETE BACKWALL FILL FACE PLAN VIEW SHOULDER BREAK POINT1'-10"GUARDRAIL POST3 SPACES @ 3'-1•"ELEVATION `W' BEAM GUARDRAIL WTR SECTIONSTRUCTURE ANCHOR UNITSSTRUCTURE ANCHOR UNITSOFFSET BLOCKSTD. 6'-3" SPACINGVAR.**STD. 6'-3" SPACING*1" 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 PAY LIMITS WTR SECTIONAPPROACH SLAB APPROACH SLAB CONSTRUCTION JOINT CONCRETE BACKWALL AEXP. JOINT ABRIDGE DECK A BRIDGE END POST BRIDGE RAIL SKEWFOR ATTACHMENT TO RAIL ON BRIDGEGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGEGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE GUARDRAIL ANCHOR UNIT, TYPE III MIDSPAN SPLICE3'-1•"3'-1•" -SEE SHEET 3 FOR POST SECTIONS 1 THRU 9. -LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW. -MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER). -SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT TO AN APPROACH SLAB. *THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL IS NOT PRESENT. **POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER.NOTE:RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR1'-10" FINISH GRADE CONCRETE BACKWALL FILL FACE PLAN VIEW SHOULDER BREAK POINT @ 1'-6ƒ" 4 SPACES 1'-10" GUARDRAIL POST 3 SPACES @ 3'-1•" ELEVATION `W' BEAM GUARDRAIL WTR SECTIONSTRUCTURE ANCHOR UNITSSTRUCTURE ANCHOR UNITSGUARDRAIL THRIE BEAM OFFSET BLOCK STD. 6'-3" SPACING END SHOE 10 GA VAR. 1'-6ƒ") VAR. (MAX. ** STD. 6'-3" SPACING GRADE FINISH * 1" 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 PAY LIMITS (ONE RAIL INSIDE ANOTHER) THRIE BEAM GUARDRAIL 'NESTED'WTR SECTION APPROACH SLAB APPROACH SLAB CONSTRUCTION JOINT CONCRETE BACKWALL AEXP. JOINT ABRIDGE DECK A BRIDGE END POST SEE STRUCTURE PLANS POINT FOR END SHOE ANCHORAGE, VERTICAL PLANE AT THE ATTACHMENT BRIDGE RAIL SEE STRUCTURE PLANS 8" x 4" LIP CURB SEE STRUCTURE PLANS 8" x 4" LIP CURB SKEWRAIL ON BRIDGE - SUB REGIONAL TIERGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TORAIL ON BRIDGE - SUB REGIONAL TIER GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE - SUB REGIONAL TIERGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO3'-1•"3'-1•" 3'-1•" MIDSPAN SPLICE -SEE SHEET 3 FOR POST SECTIONS 1 THRU 9. -LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW. -MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER). -SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT TO AN APPROACH SLAB. *THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL IS NOT PRESENT. **POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER. NOTE:RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR@ 1'-6ƒ"4 SPACES GUARDRAIL THRIE BEAMEND SHOE 10 GA 1'-6ƒ")VAR. (MAX.GRADEFINISH(ONE RAIL INSIDE ANOTHER)THRIE BEAM GUARDRAIL 'NESTED'SEE STRUCTURE PLANSPOINT FOR END SHOE ANCHORAGE,VERTICAL PLANE AT THE ATTACHMENT SEE STRUCTURE PLANS8" x 4" LIP CURBSEE STRUCTURE PLANS8" x 4" LIP CURB1'-9"2'-1"2'-1" 2'-1"2'-1"1'-9" • 'Tl C') s: 0.... ::c O ::0 rmo,_,mo1-1Ci'l ;,; "Tl ....cnm 1-1z -com ► m or C'> CD • -< CD CD .... -<-<"' 0 -a, "',+ "'::, C."'.,C. C. .,"':e ,...::, ■ ■ ■ ■ " )>. " m!!: -a 'Tl "'ooo�)>)>)>C. -I -I -I �·mmm1-'····· ·· "' ,... 0 ::, c... I"'"'-< "'C. -"' 0 0� C. -.J "'::, • 0 omH ""C<-I :CH• Z►cn 0 o ,H"Tl::C(n mo --I --1H z -I :I: )>G) 0 :D)> C") -I:I: "Tl )> m� z ::c en oz :I: ""C O "TlHO';.... G) ::IJ H'-':I: z• :::e -I )>)> )> -< -I (nH3: m C'):::c�-iH-<C') "'C 0 z z Ocr,H>-1-<( <(�3: •z C: :I:(.)HOC!) • MSE Abutment Wall C 1't Ir\" " (\ ■ " ", .... ,!ii ................... / .... halt Pavi/g •• "O LAsp •. ..... LL...Ja._HzI o o er, :I: MSE Abutment Wall:::),. s > > >I � � �c: � � I > <( 'A" \ C ( � 1Ci $i :Ji , ....................................... . 4sphalt Pav7 •. ::,•• 0· . .c•• (/J rn"' C: B" x 4" Lip Curb �Limits of Reinforced Approach Fill • • • •• • ••• • ••••• • \ t. • • V\ .. .. \ \.. � • • 1'\ � •, ', \ \�ridge •,•, f\ Deck:.::::7'•, •, '?, / .. \ •• . \ ·,. ' . ' \(, . ' . ' \. \ W· ' Bent \ \ \\ � . ' A�' ', \ MSE___,,-� ', \ Abutment \ •' \(, .' Wall • \ \ .\. ' Limits of Reinforced Approach Fill . , 4' 1-::I:1-z� er, I-LL O ...J C:OH<( O We:Z H ">1-Ha..CIw Cl ...J...J� cr::1-� m 1:113 :c •-·-·-·-r H ::a Q "'..J ..... 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Cl)0 ' .I>,��CD • • "' L f- L "' 'O .....::, 0 .c "' Roadway 4'-o" L\ �ach/ 4sphalt Pav7 .. '''.''''.' ' ''''.''''.'''. MSE Wall Reinforcement Connected to End Bent 1 8" 8" X 4" Lip Curb Approach Slab o,, Limits of ;;'✓� �--Reinforced fr-&,,Approach Fill Wingwall re I I \A F , • "'Bridge'. •, \ Skew, • Angle• •V\ •, \� \,\ \ ' ' . . \} \ •, l\.._MSE '. '. \,\ Abutment \ \ \ \ Wall \} •, l\ •,�7\A'.. D? \\ •, ' ' ' \_• • \.t. . . .. , .. �\\\ •,�End .. \•• •• PLAN VIEW APPROACH SLAB Girder Girder Bent End \I\ •, \ \ ..Y'\ .. \} •,• 4oach/ 8" x 4" Lip Curb \\J 4sphalt Pav7 •'''' '''' •'''' '' ''''' •''' •'''' •''' • 'T Wingwall MSE Wall Reinforcement Connected to End Bent Limits of Reinforced � Approach Fill Roadway 4'-o" Geotextile 1 Geotextile Upper Limits of Reinforced zone for MSE Abutment Wall Same Material as in ____ _. Reinforced Zone MSE ment " Wall MSE Abutment Wall -e Same Material as in Reinforced Zone -Upper Limits of Reinforced Zone for MSE Abutment Wall SECTION A-A Approach Slab End Bent SECTION B-B Upper Limits of Reinforced zone for MSE Abutment Wall '-----same Material as in Reinforced Zone MSE Wall Reinforcement Connected to End Bent MSE Wingwall Abutment Wall 0 ...J ::::, ...J HID LL LL<(1-1 (!) LL. :I: ---.z uw H <( (J)� ::c �� a: (.) � :I:Cl ,CC <Cl-0 er:...J a: O<C.H WW <( D., �ClI-D.. owW ,CC LLN Cl ZH H...J >-w �al � C, <(C , I-Cl en<( 1-1 ::: >-0 a: H...Ja: m ...JW<(a..u >-H 1-Z <( uw:!!: SHEET 1 OF 2 422D10 z Ocr,H>-I-<(<(�3: •z C: :I: (.)HOC!) • LL...Ja._Hz0 0 er, :I: C: z -W <(<(LL::I: 1-U c:O(!) <( I- H I-:I: z w er, I-LL O ...J C:OH<( 0 Wa: Z H ">1-Ha..CI w Cl _J _J � er: I-oz LLW :!!: U)_JI-a: _J :::::, 0 ...J 1-t al LL ...J LL<( 1-1 :I:-(!) LL. (.) wz <C en H 0:e; s: ::c er: - <( (.) c.. a: c.. :I:Cl ,CC <CI-...J O □� a: w w·H D., (.) <( er: □I-D.. owW ,CC LLNCl Zt-t >-w �� C, a:�Cl C I I-<( 1-1 (/) 0 a: 1-t a: 1-t >-m 1-t _J_J UJ <(c.. (.)>-1-t 1-Z <( :I: (.) w ::!!:: SHEET 2 OF 2 422D10 . . .."'0� mn..."'m .,,m "'m zn m z 9 "'Imm... z 0 . . -• ::IJ 0 C C: )>► 0 0 � C: :II m C -< r :II m ►0 m .,, t-1 -I )> r-)> n H r m-a C r-0:e ► ::IJ.nmm Hms z I� G) "Tl -I 0::IJ SHEET OF 862D01 "-" H "- DOUBLE FACE GUARDRAIL PLAN STRUCTURE ANCHOR UNIT PARALLEL TO LANE RIGID BARRIER OR BRIDGE RAIL RIGID BARRIER OR BRIDGE RAIL 30 DEG SEE NOTE 'A' GROUND LINE llwl!!lwl!!l'nl 'W6' STEEL POST WITH ROUTED OFFSET BLOCK SIDE NOTES: SEE NOTE B A -%" DIA. BUTTON HEAD SPLICE BOLT 1¼." LONG (8 REQ. PER SPLICE JOINT). 'W' BEAM GUARDRAIL � GUARDRAIL POST FRONT B -%" DIA. BUTTON HEAD BOLT 7½:"/9" LONG WITH NUT FOR BOLTING 6"/8" ROUTED OFFSET BLOCK TO STEEL POSTS.C -FIELD PUNCHING OF HOLES INTO GUARDRAIL AS DIRECTED BY THE ENGINEER. TYPICAL GUARDRAIL AND GUARDRAIL POST ALTERNATIVES BEGIN/END DOUBLE FACED GUARDRAIL '-•rn,,,,� TAPER STA. END DOUBLE FACED PANEL REGUIREMENT PROJECT REFERENCE NO. SHEET NO. DRAWING NOT TO SCALE ISOMETRIC VIEW a: 0 I-LL z � (!) w z :ii: wH wm � (,J I <C :C a: Cl ...JC ...J a..w(.)H <( ...J <C I-t-1 LLw <C wCl a: ...J>-Q m :::::, �============::::k: _______________________________________________________________________ -------------------------a: <C 0 ... NOTE: SEE ROADWAY PLANS FOR MEDIAN WIDTH AND GUARDRAIL OFFSETS. REFER TO ROADWAY PLANS FOR BEGIN/END STATIONS, TAPER LENGTH, AND RATIO OF TAPER. FIELD ADJUSTMENTS AS DIRECTED BY THE ENGINEER. APPROACH TO RIGID BARRIER OR BRIDGE RAIL EDGE OF PAVEMENT EDGE OF TRAVEL LANE Cl C <( :, 0 a: SHEET OF 862D01 CONTRACTS STANDARDS AND DEVELOPMENT UNIT Office 919-707-6950 FAX 919-250-4119 GUARDRAIL PLACEMENT DOUBLE FACED W-BEAM ORIGINAL BY: _______ DATE : ____ _ �-----------.• MODIFIED BY: DATE: ____ _ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CHECKED BY: DATE: ____ _ FILE SPEC.: U-5896 2C-4 ( Not to Scale) RIP RAP AT EMBANKMENT -L- STA. 47+23 LT DETAIL 18 Grade Ditch 2.0 GEOTEXTILE 10'min. 1.0'min. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CL STA 13+15.41 -L- INLET & OUTLET DETAIL FOR 1@5'x6' RCBC EXTENTION INLET DETAIL OUTLET DETAIL NTSNTS GROUND NATURAL 1@5'x6' RCBC INSTALLATION TRENCHLESS 48" WELDED STEEL 1@5'x6' RCBC EXISTING W/GEOTEXTILE CLASS II RIP RAPINSTALLATION TRENCHLESS 48" WELDED STEEL CREEK BED RICHLAND EXCAVATION = 45 CY TO ELEV = 800.5' EXCAVATE BENCH THICKNESS = 2' CLASS I RIP RAP (TYP) W/GEOTEXTILE CLASS I RIP RAP 5'-13' 5'2:12:1Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 35+00 TO 35+29 RT (SLOPE=0.047 FT/FT) DETAIL 19 B= 2.0 FT. Max. d= 1.0 FT. Min. D= 1.0 FT. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS B RIP RAP Geotextile ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D -DET- STA. 13+50 TO 14+50 LT Min. D=1.0 Ft. DETAIL 22 Ground Natural Flatter2:1 or Slope Fill -RPB- STA. 15+35 TO 15+85 RT -RPB- STA. 15+15 TO 15+60 LT -L- STA. 10+50 TO 11+60 RT Fill Slope2:1 or Flatter b= 2.0 FT. d= 2.0 FT. Type of Liner= CLASS B RIP RAP b DETAIL 3 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile d 2:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH -L- STA. 26+50 TO 28+50 RT Slope Fill DETAIL 4 B= 2.0 FT. Max. d= 1.0 FT. Min. D= 1.0 FT. Type of Liner= CLASS B RIP RAP Ground Natural Geotextile 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 13+14 TO 14+20 RT (SLOPE=0.077 FT/FT) DETAIL 5 B= 2.0 FT. Max. d= 1.5 FT. Min. D= 1.5 FT. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS I RIP RAP Geotextile 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d DETAIL 6 B= 2.0 FT. Max. d= 1.5 FT. Min. D= 1.5 FT. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS I RIP RAP Geotextile -RPB- STA. 15+98 TO 17+65 LT (SLOPE=0.014 FT/FT) -L- STA. 14+20 TO 15+63 RT (SLOPE=0.09 FT/FT) 2: 1 b ( Not to Scale) 2:1 BERM 'V' DITCH DETAIL 8 RDWY -RPD- STA. 23+15 TO 24+00 LT -RPC- STA. 15+10 TO 17+00 RT D2:1b= 1.0 Ft. Min. D= 1.0 Ft. Ground Natural ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -Y- STA. 11+08 TO 12+00 RT DETAIL 10 b= 5.0 FT. B= 5.0 FT. Max. d= 3.0 Min. D= 3.0 FT. *When B is < 6.0' Type of Liner= CLASS I RIP RAP Ground Natural Slope Fill GEOTEXTILE LATERAL 'V' DITCH ( Not to Scale) D2:12:1 b 1"/Ft. -L- STA. 20+50 TO 23+00 RT b= 5.0 FT. Min. D= 1.0 FT. DETAIL 11 Ground Natural Slope Fill 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d DETAIL 12 B= 3.0 FT. Max. d= 1.5 FT. Min. D= 1.5 FT. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS I RIP RAP Geotextile 2:1B D ( Not to Scale) SPECIAL BACK OF CURB CUT BASE DITCH -Y- STA. 15+00 TO 15+86 LT DETAIL 14 Ground Natural Flatter2:1 or B= 2.0 FT. Min. D= 1.0 FT. Slope Fill PIPE OR DITCH OUTLET (MINUS TUCK) STND. ROLL WIDTH AA PLAN VIEW SECTION A-A NATURAL GROUNDFILL SLOPEPSRM 2:1 2:1INFLOW MIN. 1' TUCK WITH GEOTEXTILE LINER: CLASS B RIPRAP D B DETAIL 20 PREFORMED SCOUR HOLE (MINUS TUCK) STND. ROLL WIDTH FOR CLARITY) BASIN NOT SHOWN (RIP RAP IN SCOUR HOLE (PSH) SQUARE PREFORMED WITH NATURAL GROUND. INSTALL LEVEL AND FLUSH MATTING (PSRM) PERMANENT SOIL REINFORCEMENT D= 1.0 FT. B= 6.0 FT. -L- STA. 21+00 LT -L- STA. 9+25 LT HYDRAULICS ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.9:43:12 AMR:\Drainage\U5896_Hyd_Details.dgnJOR661658/17/99U-5896 2D-1 8/3/2021( Not to Scale) 2:12:1D B b LATERAL BASE DITCH 1"/Ft. -DET- STA. 17+43 TO 19+00 RT -DET- STA. 14+00 TO 16+00 RT DETAIL 17 b=5.0 Ft. B=2.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Fill 2:1D B ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH -DET- STA. 19+00 TO 20+00 RT DETAIL 21 B=2.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D Min. D= 1.0 FT. DETAIL 1 Ground Natural Flatter4:1 or Slope Fill -RPB- STA. 17+65 TO 19+00 LT -RPB- STA. 15+99 TO 16+50 RT -L- STA. 39+00 TO 44+50 RT -L- STA. 36+00 TO 38+00 LT -L- STA. 14+00 TO 15+00 RT -L- STA. 18+50 TO 20+50 RT -L- STA. 7+50 TO 10+50 RT -RPB- STA. 17+65 LT (SLOPE=0.063 FT/FT) -RPA- STA. 13+32 TO 14+98 RT (SLOPE=0.035 FT/FT) -RPA- STA. 14+98 RT (SLOPE=0.042 FT/FT) -L- STA. 45+00 TO 47+23 LT (SLOPE=0.063 FT/FT) FLATTER2:1 OR 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -RPA- STA. 23+00 TO 23+24 LT -Y1- STA. 13+90 TO 14+68 RT -Y- STA. 25+10 TO 25+75 RT -Y- STA. 22+90 TO 23+50 LT -Y- STA. 21+80 TO 22+50 RT -Y- STA. 17+95 TO 20+80 LT -Y- STA. 17+82.5 TO 20+00 RT -Y- STA. 14+31 TO 15+00 LT -Y- STA. 14+13 TO 15+00 RT DETAIL 13 GROUND NATURAL ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -L- STA. 24+27 TO 26+50 RT -L- STA. 24+22 TO 25+50 LT DETAIL 15 b= 5.0 FT. B= 2.0 FT. Max. d= 1.0 FT. Min. D= 1.0 FT. *When B is < 6.0' Type of Liner= CLASS I RIP RAP Ground Natural Slope Fill GEOTEXTILE Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH -RPD- STA. 18+50 TO 21+00 LT -RPD- STA. 15+39.5 TO 23+00 RT -RPA- STA. 21+50 TO 22+50 RT -RPA- STA. 15+70.6 TO 17+50 RT -L- STA. 32+50 TO 34+00 LT DETAIL 16 Min. D= 1.0 FT. Ground Natural Slope Ditch Front ( Not to Scale) BERM BASE DITCH 2: 1 2:1 D2:1B b d DETAIL 2 b= 5.0 FT. B= 2.0 FT. Max. d= 1.0 FT. Min. D= 1.0 FT. Type of Liner= CLASS B RIP RAP Ground Natural RDWY GEOTEXTILE -RPC- STA. 20+89 TO 23+50 RT -RPA- STA. 19+50 TO 21+00 RT -L- STA. 34+25 TO 35+00 RT -L- STA. 7+50 TO 10+50 RT 2:12:1 D ( Not to Scale) STANDARD 'V' DITCH -RPD- STA. 24+27 TO 25+36 LT (SLOPE=0,0345 FT/FT) -RPD- STA. 23+50 TO 25+24.7 RT (SLOPE=0.068 FT/FT) -RPB- STA. 17+65 TO 19+00 LT (SLOPE=0.013 FT/FT) -L- STA. 18+45 TO 19+50 LT (SLOPE=0.027 FT/FT) Min. D= 1.0 Ft. DETAIL 9 Ground Natural Ground Natural 2: 1 b ( Not to Scale) D2:12:1 BERM 'V' DITCH -RPD- STA. 15+39.50 TO 17+00 LT -RPC- STA. 17+00 TO 20+89 RT -RPA- STA. 17+50 TO 22+00 LT DETAIL 7 Ground Natural RDWY d Type of Liner= CLASS B RIP RAP GEOTEXTILE b= 5.0 FT. Max. d= 1.0 FT. Min. D= 1.0 FT. U-5896 2 G NG -L-9+25.00 13+81.25 RT 456.25 12'15'1 1 -L-17+83.68 23+00.30 LT 516.625 12'15'1 1 -L-18+75.00 23+03.70 MED/LT 428.75 1 -L-18+75.00 23+05.04 MED/RT 430.13 1 -L-20+10.56 23+08.43 RT 297.875 12'15'1 1 -L-24+25.44 26+29.57 RT 204.125 12'15'1 1 -L-24+17.30 27+15.18 LT 297.875 12'15'1 1 -L-24+20.70 28+50.00 MED/LT 429.375 12'15'1 -L-24+22.04 28+50.00 MED/RT 428.00 12'15'1 -L-41+25.00 42+00.00 MED/LT 75.00 -L-41+25.00 43+00.00 MED/RT 75.00 -L-35+45.00 37+13.75 LT 168.75 1 1 N/A 218.750 1 1 N/A 218.750 1 -L-45+85.00 47+41.25 LT 156.250 1 1 -L-10+75.00 18+75.00 MED 800.00 -L-28+50.00 41+25.00 MED 1275.00 -RPB-13+00.74 13+69.49 LT 68.75 12'15'1 1 4470.25 0.00 2075.00 CAT-1 7 X 6.25 43.75 GREU, TL-3 7 X 50 350 TYPE III 1 X 18.75 18.75 B-77 8 X 22.875 183 3874.75 0.00 2075.00 7 1 7 8 3875 2075 G NG -DET-12+70.26 16+01.51 RT 331.25 14+04.17 4'6'1 1 -DET-13+29.74 15+98.49 LT 268.75 14+54.17 4'6'1 1 -DET-17+51.51 19+39.01 RT 187.5 19+04.18 4'6'1 1 -DET-17+48.49 18+85.99 LT 137.5 18+54.18 4'6'1 1 DET-XOVER-19+56.75 22+63.00 LT 306.25 1 1 DET-XOVER-19+58.75 22+65.00 RT 306.25 1 1 6 1537.5 CAT-1 2 X 6.25 12.5 GREU, TL-3 4 X 50 200 TYPE III 6 X 18.75 112.5 1212.5 4 6 2 6 1212.5 -L-10+75.00 22+80.00 CL 1205 -L-24+47.00 37+51.00 CL 1304 -L-37+51.00 42+00.00 LT 449 -L-37+51.00 42+00.00 RT 449 -L-17+96.00 22+91.00 LT 497.00 -L-24+35.00 32+22.00 LT 819.00 TOTAL 4723 SAY 4775 IMPACT ATTENUATOR TYPE 350 NO.PERMITTED SUMMARY OF SURVEY LINE STATION STATION LOCATION LT/RT/CL LENGTH 3B-1 SHEET NO.PROJECT NO. U-5896 IMPACT ATTENUATOR TYPE 350 PERMITTED CAT-1 NO. SURVEY LINE SUBTOTAL DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA TYPE III "N" DIST. FROM E.O.LTRAILING END APPROACH END W OVERHEAD SIGN A TOTAL SHOULDER WIDTH PER TMP PLANS TOTAL TOTAL 10 ADDITIONAL GUARDRAIL POSTS SURVEY LINE BEGIN STATION B-77 W TRAILING END APPROACH END EXISTING GUARDRAIL REMOVAL END STATION OVERHEAD SIGN D GROUND MOUNTED SIGN SEE DETAIL SHEET 2B-9 GREU, TL-3 B-77TRAILING END FLARE LENGTHWARRANT POINT SAY TRAILING END GREU, TL-3 TYPE III 5 ADDITIONAL GUARDRAIL POSTS BEGIN STATION "N" DIST. FROM E.O.L TOTAL SHOULDER WIDTH FLARE LENGTH APPROACH END END STATION LOCATION APPROACH END TRAILING END WARRANT POINTLENGTH LOCATION SAY OVERHEAD SIGN C STRAIGHT SHOP CURVED DOUBLE FACED ANCHORS CAT-1 COMPUTED BY: HDC CHECKED BY: JTJ DATE: 6/1/2021 DATE: 6/8/2021 REMARKS APPROACH END GUARDRAIL SUMMARY STRAIGHT SHOP CURVED SEE DETAIL SHEET 2B-9 SUBTOTAL LESS ANCHOR DEDUCTIONS LENGTH TEMPORARY GUARDRAIL SUMMARY TRAILING END APPROACH END DOUBLE FACED ANCHORS REMARKS LESS ANCHOR DEDUCTIONS -L-19+75.00 22+80.00 LT 1182.65 L 6+40.00 13+99.09 RT 603.58 -L-19+75.00 22+83.00 RT 1015.49 L 6+40.00 19+75.00 RT 316.00 -L-24+43.00 27+75.00 LT 1204.36 L 7+70.00 19+75.00 LT 293.98 -L-24+47.00 27+75.00 RT 1311.35 L 7+70.00 15+72.71 LT 578.08 L 13+63.92 19+75.00 RT 555.21 L 14+83.96 19+75.00 LT 568.70 L 27+75.00 34+83.14 LT 969.27 L 35+00.00 41+25.00 LT 507.79 L 27+75.00 41+25.00 LT 345.29 L 27+75.00 44+25.00 RT 398.64 TOTAL 4713.85 L 27+75.00 44+25.00 RT 1893.80 SAY 4950 RPA 11+62.54 23+55.98 RT 3841.41 RPB 13+16.86 21+13.26 LT 2715.23 RPC 13+13.68 16+55.53 RT 1293.82 RPD 13+93.06 25+84.23 RT 3190.17 Y 10+55.00 11+86.95 RT 13.73 Y 11+08.52 11+13.83 LT 2.25 Y 12+72.41 13+43.13 LT 65.58 Y 12+28.23 13+04.72 RT 24.78 Y 14+18.53 15+07.82 LT 57.29 Y 20+20.50 20+89.63 LT 48.26 Y 21+11.76 21+67.70 LT 50.25 Y 24+58.11 25+76.96 LT 18.47 Y1 13+90.00 14+27.16 LT 1.98 -RPD-12+00.00 18+00.00 LT 600.00 Y1 13+90.00 14+36.39 RT 1.34 Y1 14+62.41 15+17.35 RT 14.20 Y1 14+73.55 15+11.84 LT 3.71 DR1 13+41.39 14+16.08 RT 224.80 661.32 819.17 TOTAL 600 SAY 610 TOTAL 20078.09 SAY 21085 LENGTH -L-10+70.00 13+50.00 RT 280.00 -L-17+96.50 22+76.14 LT 479.64 -L-20+71.00 22+84.28 RT 213.28 -L-24+41.46 26+54.00 LT 212.54 -L-24+49.60 26+13.00 RT 163.40 TOTAL 1348.86 SAY 1365 LOCATION LT/RT/CL SUMMARY OF EXISTING CHECKED BY: PJ STATIONSTATION SQUARE YARDS STATE OF NORTH CAROLINA SUMMARY OF BREAKING EXISTING ASPHALT PAVEMENT COMPUTED BY: HDC DATE: 6/3/2021 DIVISION OF HIGHWAYS STATION DATE: 6/9/2021 STATION LOCATION LT/RT/CL PROJECT NO.SHEET NO. U-5896 3B-2 SURVEY LINE STATION STATION LOCATION LT/RT/CL SURVEY LINE ASPHALT PAVEMENT REMOVAL STATION SQUARE YARDS LENGTH SUMMARY OF EXPRESSWAY GUTTER STATION LOCATION LT/RT/CL SURVEY LINE SURVEY LINE SUMMARY OF SHOULDER BERM GUTTER MODEL FARM RD MODEL FARM RD 57,042 54,315 -250 WASTE IN LIEU OF BORROW -250 57,042 ADDITIONAL UNDERCUT UNCLASSIFIED EXCAVATION - SUITABLE WASTE 10,000 10,000 UNCLASSIFIED EXCAVATION - UNSUITABLE WASTE PROJECT TOTAL 5% TO REPLACE BORROW SHOULDER MATERIAL 0 -10,000 0 0 -36,120 7,308 5,371 98 12,777 3,281 1,724 -9,200 -DET- REMOVAL 17+50.00 TO 25+31.73 5,004 36,120 9,200 109,885PROJECT SUBTOTAL 0 4,424 47,042 -Y- LT 13+50.00 TO 25+85.00 594 0 1,475 97 13,499SUBTOTAL 0 5,005 0 959 3,368 3 0 10,968 3,267 4,976 565 0 5,004 -RPC- 16+00.00 TO 16+50.00 SUBTOTAL -DET- 8+79.63 TO 16+00.00 1,179 962 51 16,112 -Y- LT 10+55.00 TO 13+50.00 PHASE III SUBTOTAL 350-DET-XOVER- ON L 15+00.00 TO 23+04.38 1,126 -DET-XOVER- REMOVAL 10+00.00 TO 28+26.95 565 -L- RT 26+10.00 TO 33+50.00 -L- RT 16+50.00 TO 20+20.00 PHASE IV -L- RT 20+20.00 TO 23+00.00 14 SUBTOTAL -L- RT 24+50.00 TO 26+10.00 15 565 47 0 12,543 10 56 24 4,451 7,153 250 326 17,193 UNDERCUT 3,079 0 1,159 1,211 1,055 6,642 5,395 3,515 16,101 SUMMARY OF EARTHWORK IN CUBIC YARDS DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA PROJECT NO. U-5896 EMBT + % 868 4,201 19 7,106 1,122 34,748 2,454 0 0 LOCATION PHASE I -RPC- 16+50.00 TO 20+94.27 1,232 7,447 476 108 84 1,232 7,447 1,360 5,057 86,890 101 7,643 29,746 76 2,356 -L- LT 18+00.00 TO 23+00.00 155 PHASE V 120,807 -DET- 17+50.00 TO 25+31.73 -Y- RT 10+55.00 TO 25+85.00 -L- LT 24+50.00 TO 31+00.00 920 1,061 194-DET-XOVER- ON L 24+21.37 TO 33+00.00 -DET- REMOVAL 8+79.63 TO 16+00.00 4,879 -Y1- 13+90.00 TO 14+55.62 0 -36,120 BORROW 1,978 11,462 11,651 0 1,709 0 4,879 1,082 305 98 450 0 1,893 1,893 6,726 6,456 29,746 -L- LT 31+00.00 TO 41+25.00 761-L- LT 7+70.00 TO 18+00.00 -RPD- 16+50.00 TO 25+50.00 -DR1- 10+80.00 TO 14+25.00 177 -L- RT 6+40.00 TO 16+50.00 -RPC- 20+94.27 TO 23+50.00 -L- RT 33+50.00 TO 44+25.00 WASTE 16,101 UNCLASSIFIED EXCAVATION 34,729 PHASE II 89,476SUBTOTAL -RPA- 16+50.00 TO 23+50.00 -RPB- 16+00.00 TO 20+50.00 6,238 3B-3 SHEET NO. SAY 154,000 0 LOSS DUE TO CLEARING & GRUBBING 54,315GRAND TOTAL 139,757 139,757 CHECKED BY: PJ DATE: 6/9/2021 COMPUTED BY: VJR DATE: 6/7/2021 Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". A B FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.5318 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE: TOTAL LIN. FT. FOR PAY QUANTITY SHALL BE A + (1.3 X B) R. C. PIPE CLASS III DO NOT USE RCP302418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER) LINE & STATION SIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE CLASS IV 361518 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS OR GAUGE 15 MINIMUM REQUIRED SLOPESide Drain Pipe (RCP, CSP, CAAP, HDPE, or PVC) 12 DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO 30" SIDE DRAIN PIPE ELBOW54 421215 PREFORMED SCOUR HOLE (PER EACH)OPEN END PIPE MANHOLE CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE C.A.A. ABBREVIATIONS CATCH BASIN P.V.C.POLYVINYL CHLORIDE CORRUGATED ALUMINIUM ALLOY MODIFIED CONC. FLUME FLOWABLE FILLN.S. C.B. REMARKS C.S. REINFORCED CONCRETE G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48Z1501 ENERGY DISSIPATION BASINTRAFFIC BEARING JUNCTION BOX J.B. DROP INLET R.C. PIPE REMOVAL ADJUST C.B. CONCRETE AND BRICK PIPE PLUG STD. 840.71CORRUGATED STEEL G.D.I. TRAFFIC BEARING DROP INLET JUNCTION BOX GRATED DROP INLET WIDE SLOT D.I. M.H. O.E.P. NARROW SLOT W.S. T.B.D.I. H.D.P.E. T.B.J.B. SHEET NO. 3D-1 PROJECT NO. U-5896 REINFORCED ENDWALLS48" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL24" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOILC.B. STD. 840.01 OR STD. 840.02 OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES FOR DRAINAGE STRUCTURES 10' AND ABOVEGRATE TYPE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 M.H. FRAME AND COVER STD. 840.54 15" SIDE DRAIN PIPE ELBOW 18" SIDE DRAIN PIPE ELBOW 24" SIDE DRAIN PIPE ELBOW BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES, AND HOOD STD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27 CONCRETE BRIDGE APPROACH D.I. STD. 840.1324" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BIN SOILMASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)48" WELDED STEEL PIPE ##" THICH, GRADE B IN SOIL0' THRU 5'5' THRU 10'COMPUTED BY: CHECKED BY: VHB DATE: DATE:VHB 5/25/2021 5/25/2021 L 09+25 70 LT 0401 807.3 1 L 09+25 47 LT 0402 811.5 1 1 1 1 0402 0401 807.9 806.0 0.9 24 L 10+02 47 LT 0403 812.9 1 1 1 0403 0402 809.2 807.9 76 L 10+50 49 LT 0404 812.7 1 1 1 0404 0403 809.5 809.2 48 L 14+50 95 RT 0502 811.4 1 1 1 0502 0501 807.9 807.6 36 L 12+99 60 LT 0503 6.000 L 12+99 10 RT 0503 0596 800.5 799.3 70 70 L 12+50 49 LT 0504 814.2 1 1 1 0504 0404 811.0 809.5 200 RPC 15+00 42 RT 0505 812.9 1 1 1 0505 0502 809.9 808.4 0.6 116 L 16+00 62 RT 0506 814.3 1 1 1 0506 0505 811.6 810.2 76 L 16+50 106 LT 0508 814.7 1 1 1 0508 0507 812.0 803.9 40 X 0509 0510 824.8 816.9 0.4 28 X 2 1 RPC 17+00 42 RT 0510 819.6 1 1 1 0510 0511 816.9 816.5 0.4 76 RPC 17+00 34 LT 0511 819.9 1 1 1 0511 0513 816.2 815.7 104 L 18+50 67 RT 0513 822.2 1 1.5 1 1 0513 0514 815.7 810.6 72 72 RPB 15+99 51 RT 0514 813.1 1 1 0514 0512 810.6 805.5 1.1 120 L 18+00 40 LT 0515 825.3 1 1 1 0515 0592 822.0 813.5 60 X 2 L 19+60 42 LT 0517 830.0 1 1 1 0517 0516 826.7 815.5 40 X 2 L 21+00 44 LT 0519 835.1 1 1 1 0519 0521 831.5 816.0 44 X 2 L 20+75 43 RT 0520 834.1 1 1 1 0520 0522 830.9 826.1 0.3 28 X 2 L 21+00 88 LT 0521 817.3 1 L 21+10 44 RT 0523 835.5 1 1 1 0523 0520 832.3 830.9 36 RPB 19+00 34 RT 0524 808.1 1 1 1 0524 0518 805.4 804.9 0.4 92 RPC 22+00 34 LT 0525 823.5 1 1 1 0525 0543 820.8 820.0 144 L 22+70 44 LT 0527 840.8 1 1 1 0527 0519 837.6 831.9 168 L 22+78 44 RT 0528 841.1 1 1 1 0528 0523 837.8 832.3 168 Y 14+14 81 RT 0529 809.3 1 1 1 0529 0532 806.5 805.7 0.7 36 RPC 22+62 54 RT 0530 825.0 1 1 1 444 116 36 244 224 696 72 72 70 70 6.000 23 1.5 1 1 1 20 1 10 1 8 1 1 1 10 1 2SHEET TOTALS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". A B FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.5318 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE: TOTAL LIN. FT. FOR PAY QUANTITY SHALL BE A + (1.3 X B) R. C. PIPE CLASS III DO NOT USE RCP302418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER) LINE & STATION SIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE CLASS IV 361518 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS OR GAUGE 15 MINIMUM REQUIRED SLOPESide Drain Pipe (RCP, CSP, CAAP, HDPE, or PVC) 12 DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO 30" SIDE DRAIN PIPE ELBOW54 421215 PREFORMED SCOUR HOLE (PER EACH)OPEN END PIPE MANHOLE CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE C.A.A. ABBREVIATIONS CATCH BASIN P.V.C.POLYVINYL CHLORIDE CORRUGATED ALUMINIUM ALLOY MODIFIED CONC. FLUME FLOWABLE FILLN.S. C.B. REMARKS C.S. REINFORCED CONCRETE G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48Z1501 ENERGY DISSIPATION BASINTRAFFIC BEARING JUNCTION BOX J.B. DROP INLET R.C. PIPE REMOVAL ADJUST C.B. CONCRETE AND BRICK PIPE PLUG STD. 840.71CORRUGATED STEEL G.D.I. TRAFFIC BEARING DROP INLET JUNCTION BOX GRATED DROP INLET WIDE SLOT D.I. M.H. O.E.P. NARROW SLOT W.S. T.B.D.I. H.D.P.E. T.B.J.B. SHEET NO. 3D-2 PROJECT NO. U-5896 REINFORCED ENDWALLS48" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL24" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOILC.B. STD. 840.01 OR STD. 840.02 OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES FOR DRAINAGE STRUCTURES 10' AND ABOVEGRATE TYPE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 M.H. FRAME AND COVER STD. 840.54 15" SIDE DRAIN PIPE ELBOW 18" SIDE DRAIN PIPE ELBOW 24" SIDE DRAIN PIPE ELBOW BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES, AND HOOD STD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27 CONCRETE BRIDGE APPROACH D.I. STD. 840.1324" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BIN SOILMASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)48" WELDED STEEL PIPE ##" THICH, GRADE B IN SOIL0' THRU 5'5' THRU 10'COMPUTED BY: CHECKED BY: VHB DATE: DATE:VHB 5/25/2021 5/25/2021 0530 0541 822.3 821.7 100 Y 11+00 33 RT 0531 804.0 1 1 1 0531 0534 800.2 799.5 132 Y 13+85 61 RT 0532 809.0 1 1.0 1 1 0532 0533 803.0 801.8 0.6 64 Y 13+20 60 RT 0533 807.8 1 1.0 1 1 0533 0534 801.8 799.3 0.6 88 Y 12+35 35 RT 0534 806.1 1 2.4 1 1 0534 0526 798.8 798.4 0.4 48 Y 17+83 71 RT 0535 820.7 0535 0538 818.7 815.1 0.6 32 Y 15+00 42 RT 0536 812.5 1 1.2 1 1 0536 0532 806.2 803.0 0.6 116 RPC 23+50 48 RT 0537 828.4 0537 0541 826.9 823.6 0.6 16 X 2 Y 17+85 41 RT 0538 819.1 1 1.3 1 1 0538 0536 812.7 806.2 0.5 284 Y 12+35 7 LT 0539 807.1 1 1 1 0539 0534 803.1 801.3 20 20 Y 17+89 8 LT 0540 820.0 1 2.0 1 1 0540 0538 813.0 812.7 24 24 Y 21+65 65 RT 0541 827.1 1 1.6 1 1 0541 0543 820.5 820.0 96 Y 12+72 8 LT 0542 808.0 1 1 1 0542 5102 803.7 803.4 24 Y 20+70 41 RT 0543 825.3 1 1.5 1 1 0543 0544 818.8 817.1 0.4 168 Y 19+00 42 RT 0544 821.6 1 1 1 0544 0538 817.1 814.6 0.4 116 Y 17+50 8 LT 0547 819.2 1 1 1 0547 0540 815.9 815.7 36 Y 22+45 37 RT 0548 829.9 1 1 1 0548 0541 825.9 823.1 2.4 84 Y 15+00 41 LT 0549 812.6 1 1 1 0549 0536 808.6 808.2 40 40 RPA 23+40 41 RT 0550 809.8 1 0.8 1 1 0550 0542 804.0 803.7 38 38 Y 15+00 63 LT 0551 812.8 0551 0549 810.8 808.6 24 Y 17+92 41 LT 0552 819.2 1 1.0 1 1 0552 0540 813.2 813.0 16 16 Y 19+00 41 LT 0553 821.6 1 0.6 1 1 0553 0552 815.9 813.7 0.5 108 Y 17+93 55 LT 0554 820.4 0554 0552 818.9 815.7 1.0 16 X 2 Y 20+35 41 LT 0555 824.5 1 1.0 1 1 0555 0553 818.5 816.1 0.5 136 Y 19+00 57 LT 0556 821.0 1 1 1 0556 0553 817.5 817.4 20 Y 22+90 36 LT 0557 832.8 1 0.2 1 1 100 32 160 48 168 24 380 244 552 98 98 40 40 21 15.6 16 1 6 9 4 4 1 1 4 O.E.P. O.E.P. O.E.P. SPECIAL D.I. O.E.P. SHEET TOTALS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". A B FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.5318 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE: TOTAL LIN. FT. FOR PAY QUANTITY SHALL BE A + (1.3 X B) R. C. PIPE CLASS III DO NOT USE RCP302418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER) LINE & STATION SIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE CLASS IV 361518 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS OR GAUGE 15 MINIMUM REQUIRED SLOPESide Drain Pipe (RCP, CSP, CAAP, HDPE, or PVC) 12 DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO 30" SIDE DRAIN PIPE ELBOW54 421215 PREFORMED SCOUR HOLE (PER EACH)OPEN END PIPE MANHOLE CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE C.A.A. ABBREVIATIONS CATCH BASIN P.V.C.POLYVINYL CHLORIDE CORRUGATED ALUMINIUM ALLOY MODIFIED CONC. FLUME FLOWABLE FILLN.S. C.B. REMARKS C.S. REINFORCED CONCRETE G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48Z1501 ENERGY DISSIPATION BASINTRAFFIC BEARING JUNCTION BOX J.B. DROP INLET R.C. PIPE REMOVAL ADJUST C.B. CONCRETE AND BRICK PIPE PLUG STD. 840.71CORRUGATED STEEL G.D.I. TRAFFIC BEARING DROP INLET JUNCTION BOX GRATED DROP INLET WIDE SLOT D.I. M.H. O.E.P. NARROW SLOT W.S. T.B.D.I. H.D.P.E. T.B.J.B. SHEET NO. 3D-3 PROJECT NO. U-5896 REINFORCED ENDWALLS48" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL24" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOILC.B. STD. 840.01 OR STD. 840.02 OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES FOR DRAINAGE STRUCTURES 10' AND ABOVEGRATE TYPE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 M.H. FRAME AND COVER STD. 840.54 15" SIDE DRAIN PIPE ELBOW 18" SIDE DRAIN PIPE ELBOW 24" SIDE DRAIN PIPE ELBOW BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES, AND HOOD STD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27 CONCRETE BRIDGE APPROACH D.I. STD. 840.1324" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BIN SOILMASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)48" WELDED STEEL PIPE ##" THICH, GRADE B IN SOIL0' THRU 5'5' THRU 10'COMPUTED BY: CHECKED BY: VHB DATE: DATE:VHB 5/25/2021 5/25/2021 0557 0559 827.7 824.5 0.8 72 Y 21+15 46 LT 0558 825.9 1 1.9 1 1 0558 0555 818.9 818.5 0.5 80 Y 22+17 39 LT 0559 829.5 1 1 1 0559 0558 824.5 820.9 0.9 100 L 24+50 44 LT 0560 844.8 1 1 1 0560 0593 840.8 840.6 36 2 L 24+80 44 RT 0563 845.3 1 1 1 0563 0562 842.5 821.7 56 X 2 Y 22+90 64 LT 0564 832.0 0564 0557 829.0 828.8 0.4 28 0565 0566 819.2 806.0 32 2 1 RPA 22+00 34 LT 0566 808.7 1 1 1 0566 0567 806.0 805.5 0.4 88 RPA 22+00 56 RT 0567 811.0 1 1.2 1 1 0567 0550 804.8 804.0 144 RPD 24+00 34 RT 0568 826.0 1 0.3 1 1 0568 0558 820.8 819.9 164 RPD 24+00 42 LT 0569 829.9 1 1 1 0569 0568 826.9 821.8 0.6 76 0570 0569 837.5 826.9 1.3 28 X 2 1 RPA 21+00 54 RT 0571 815.4 1 1 1 0571 0567 812.7 805.5 0.9 112 0572 0571 821.8 812.7 24 X 2 1 RPA 20+00 34 LT 0573 814.6 1 1 1 0573 0566 811.9 806.0 184 RPA 17+50 34 LT 0574 825.6 1 1 1 0574 0576 822.9 822.1 148 L 29+50 59 LT 0575 842.3 1 1 1 0575 0576 839.6 831.3 140 L 30+84 101 LT 0576 834.0 1 5.0 2.7 1 1 0576 0579 821.3 816.1 140 RPD 18+50 46 LT 0577 836.8 1 1 1 0577 0580 834.1 833.5 100 L 31+47 80 LT 0578 836.6 1 5.0 1.7 1 1 0578 0576 824.9 824.5 64 RPD 17+50 25 LT 0580 839.8 1 1.3 1 1 0580 0584 833.5 832.4 204 L 34+00 86 LT 0582 833.7 1 1 1 0582 0581 829.7 817.3 1.1 96 X 2 L 34+00 65 RT 0583 834.7 1 1 1 0583 0582 830.7 829.7 76 76 RPD 15+40 25 LT 0584 835.2 1 1 1 0584 0583 831.7 831.2 0.5 60 0585 0584 836.2 831.7 0.3 20 X 2 1 RPD 12+45 25 LT 0586 830.6 1 1 1 0586 0587 827.4 826.8 36 RPD 12+05 25 LT 0587 830.0 1 1 1 0587 0590 826.8 824.6 116 L 38+50 70 RT 0588 825.1 1 1 1 696 28 112 260 88 76 492 344 172 80 76 76 22 14.7 4.4 2 1 1 4 16 15 5 8 2 2 2 3 1 O.E.P. SHEET TOTALS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". A B FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.5318 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE: TOTAL LIN. FT. FOR PAY QUANTITY SHALL BE A + (1.3 X B) R. C. PIPE CLASS III DO NOT USE RCP302418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER) LINE & STATION SIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE CLASS IV 361518 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS OR GAUGE 15 MINIMUM REQUIRED SLOPESide Drain Pipe (RCP, CSP, CAAP, HDPE, or PVC) 12 DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO 30" SIDE DRAIN PIPE ELBOW54 421215 PREFORMED SCOUR HOLE (PER EACH)OPEN END PIPE MANHOLE CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE C.A.A. ABBREVIATIONS CATCH BASIN P.V.C.POLYVINYL CHLORIDE CORRUGATED ALUMINIUM ALLOY MODIFIED CONC. FLUME FLOWABLE FILLN.S. C.B. REMARKS C.S. REINFORCED CONCRETE G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48Z1501 ENERGY DISSIPATION BASINTRAFFIC BEARING JUNCTION BOX J.B. DROP INLET R.C. PIPE REMOVAL ADJUST C.B. CONCRETE AND BRICK PIPE PLUG STD. 840.71CORRUGATED STEEL G.D.I. TRAFFIC BEARING DROP INLET JUNCTION BOX GRATED DROP INLET WIDE SLOT D.I. M.H. O.E.P. NARROW SLOT W.S. T.B.D.I. H.D.P.E. T.B.J.B. SHEET NO. 3D-4 PROJECT NO. U-5896 REINFORCED ENDWALLS48" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL24" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOILC.B. STD. 840.01 OR STD. 840.02 OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES FOR DRAINAGE STRUCTURES 10' AND ABOVEGRATE TYPE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 M.H. FRAME AND COVER STD. 840.54 15" SIDE DRAIN PIPE ELBOW 18" SIDE DRAIN PIPE ELBOW 24" SIDE DRAIN PIPE ELBOW BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES, AND HOOD STD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27 CONCRETE BRIDGE APPROACH D.I. STD. 840.1324" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BIN SOILMASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)48" WELDED STEEL PIPE ##" THICH, GRADE B IN SOIL0' THRU 5'5' THRU 10'COMPUTED BY: CHECKED BY: VHB DATE: DATE:VHB 5/25/2021 5/25/2021 0588 0590 822.8 822.7 20 L 38+00 69 LT 0589 827.0 1 1 1 0589 0591 824.3 819.1 0.4 72 L 38+56 50 RT 0590 828.3 1 0.6 1 1 1 L 38+73 77 LT 0591 822.7 1 2.8 1 1 1 0591 0601 814.9 813.3 328 L 24+90 44 LT 0593 845.4 1 1 1 0593 0561 840.6 821.4 60 X Y 23+50 36 RT 0594 833.9 1 1 1 0594 0548 829.9 825.9 0.6 104 RPD 14+34 117 LT 0595 32 L 13+03 59 LT 0596 6.000 L 11+00 49 RT 0597 813.1 1 1 1 0597 0599 809.8 809.7 24 L 10+75 49 RT 0599 813.2 1 1 1 0599 0598 809.7 805.5 24 2 L 42+00 58 LT 0601 820.2 1 1.9 1 1 0601 0602 813.3 811.2 148 L 43+50 59 LT 0602 816.4 1 0.3 1 1 0602 0603 811.2 800.5 144 Y 24+10 34 LT 0701 836.6 1 1 1 0701 0557 831.6 827.8 0.7 120 Y 24+15 72 RT 0702 835.5 1 1 1 0702 0594 831.5 829.9 0.5 72 Y 24+96 75 RT 0703 837.6 1 1 1 0703 0702 833.6 831.5 0.4 76 Y 24+22 71 LT 0704 837.5 1 1 1 0704 0701 834.1 833.1 40 Y 24+98 34 LT 0705 839.0 1 1.2 1 1 0705 0709 832.9 832.3 0.6 48 Y 25+68 34 LT 0706 842.0 1 2.3 1 1 0706 0705 834.7 834.0 0.5 72 Y 25+10 83 RT 0707 837.9 0707 0703 835.9 833.6 16 Y 24+98 41 LT 0708 837.0 0.3990 0708 0705 835.7 835.6 1.1 8 Y 24+50 33 LT 0709 837.3 1 1 1 0709 0701 832.3 831.6 0.6 40 Y 22+90 8 LT 5100 832.8 1 1 1 5100 0557 829.3 829.2 28 Y 23+27 7 LT 5101 834.2 1 1 1 5101 5100 830.7 829.3 36 Y 12+48 7 LT 5102 807.4 1 1 1 5102 0539 803.4 803.1 12 L 21+00 0 CL 5103 835.0 1 1 1 5103 0519 831.8 831.5 44 L 24+50 0 CL 5104 844.3 1 1 1 5014 0560 44 L 21+90 195 RT 0000 841.1 840.8 33 L 21+95 136 RT 0000 86 156 40 16 620 8 20 144 64 264 280 6.000 21 9.1 7 1 4 2 4 4 2 6 5 3 2 2 2 2 0.3990 119 O.E.P. STD. 838.06 SHEET TOTALS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". A B FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.5318 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE: TOTAL LIN. FT. FOR PAY QUANTITY SHALL BE A + (1.3 X B) R. C. PIPE CLASS III DO NOT USE RCP302418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER) LINE & STATION SIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE CLASS IV 361518 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS OR GAUGE 15 MINIMUM REQUIRED SLOPESide Drain Pipe (RCP, CSP, CAAP, HDPE, or PVC) 12 DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO 30" SIDE DRAIN PIPE ELBOW54 421215 PREFORMED SCOUR HOLE (PER EACH)OPEN END PIPE MANHOLE CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE C.A.A. ABBREVIATIONS CATCH BASIN P.V.C.POLYVINYL CHLORIDE CORRUGATED ALUMINIUM ALLOY MODIFIED CONC. FLUME FLOWABLE FILLN.S. C.B. REMARKS C.S. REINFORCED CONCRETE G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48Z1501 ENERGY DISSIPATION BASINTRAFFIC BEARING JUNCTION BOX J.B. DROP INLET R.C. PIPE REMOVAL ADJUST C.B. CONCRETE AND BRICK PIPE PLUG STD. 840.71CORRUGATED STEEL G.D.I. TRAFFIC BEARING DROP INLET JUNCTION BOX GRATED DROP INLET WIDE SLOT D.I. M.H. O.E.P. NARROW SLOT W.S. T.B.D.I. H.D.P.E. T.B.J.B. SHEET NO. 3D-5 PROJECT NO. U-5896 REINFORCED ENDWALLS48" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL24" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOILC.B. STD. 840.01 OR STD. 840.02 OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES FOR DRAINAGE STRUCTURES 10' AND ABOVEGRATE TYPE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 M.H. FRAME AND COVER STD. 840.54 15" SIDE DRAIN PIPE ELBOW 18" SIDE DRAIN PIPE ELBOW 24" SIDE DRAIN PIPE ELBOW BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES, AND HOOD STD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27 CONCRETE BRIDGE APPROACH D.I. STD. 840.1324" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BIN SOILMASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)48" WELDED STEEL PIPE ##" THICH, GRADE B IN SOIL0' THRU 5'5' THRU 10'COMPUTED BY: CHECKED BY: VHB DATE: DATE:VHB 5/25/2021 5/25/2021 Y 24+60 56 RT 0000 79 Y 23+57 34 RT 0000 120 Y 22+74 4 RT 0000 66 Y 22+76 3 RT 0000 65 Y 22+78 3 RT 0000 65 RPD 25+20 50 RT 0000 132 RPD 24+16 13 RT 0000 91 RPD 23+84 33 RT 0000 115 RPD 23+00 28 RT 0000 69 RPA 13+84 137 RT 0000 228 RPD 15+33 11 LT 0000 33 L 34+13 24 LT 0000 8 RPD 14+23 60 LT 0000 40 L 45+10 78 LT 0000 4 Y 25+40 24 LT 0000 73 RPC 18+51 104 RT 0000 35 RPC 18+20 84 RT 0000 39 RPC 17+90 71 RT 0000 32 RPC 17+27 11 LT 0000 191 L 18+17 67 RT 0000 47 RPC 15+46 2 RT 0000 119 RPC 15+26 60 RT 0000 81 RPC 14+58 53 RT 0000 77 Y 21+73 47 LT 0000 28 Y 22+21 28 LT 0000 75 Y 22+62 33 LT 0000 10 Y 21+44 31 LT 0000 67 Y 21+03 32 LT 0000 6 Y 19+79 31 LT 0000 228 Y 18+46 0 CL 0000 65 Y 18+50 1 RT 0000 64 Y 18+36 44 RT 0000 22 Y 16+14 31 RT 0000 435 Y 14+12 12 LT 0000 92 RPA 22+82 43 LT 0000 130 RPA 22+26 11 RT 0000 42 Y 13+12 41 RT 0000 16 Y 13+51 32 RT 0000 80 Y 12+08 52 RT 0000 204 RPA 15+00 200 RT 0000 10 Y 23+81 24 LT 0000 237 L 11+46 0 CL 0000 9 RPC 16+98 197 RT 0000 47 RPC 16+28 186 RT 0000 112 L 18+46 9 LT 0000 6 RPD 24+52 126 LT 0000 68 Y 24+96 25 LT 0000 0.182 Y 16+77 52 RT 0000 54 DET 14+00 9 RT 2B01 2B02 827.0 823.8 76 DET 15+89 15 LT 2B03 838.4 1 1 1 76 1 1 1 23 0.182 3893 TEMPORARY SHEET TOTALS TEMPORARY Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". A B FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.5318 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE: TOTAL LIN. FT. FOR PAY QUANTITY SHALL BE A + (1.3 X B) R. C. PIPE CLASS III DO NOT USE RCP302418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER) LINE & STATION SIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE CLASS IV 361518 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS OR GAUGE 15 MINIMUM REQUIRED SLOPESide Drain Pipe (RCP, CSP, CAAP, HDPE, or PVC) 12 DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO 30" SIDE DRAIN PIPE ELBOW54 421215 PREFORMED SCOUR HOLE (PER EACH)OPEN END PIPE MANHOLE CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE C.A.A. ABBREVIATIONS CATCH BASIN P.V.C.POLYVINYL CHLORIDE CORRUGATED ALUMINIUM ALLOY MODIFIED CONC. FLUME FLOWABLE FILLN.S. C.B. REMARKS C.S. REINFORCED CONCRETE G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48Z1501 ENERGY DISSIPATION BASINTRAFFIC BEARING JUNCTION BOX J.B. DROP INLET R.C. PIPE REMOVAL ADJUST C.B. CONCRETE AND BRICK PIPE PLUG STD. 840.71CORRUGATED STEEL G.D.I. TRAFFIC BEARING DROP INLET JUNCTION BOX GRATED DROP INLET WIDE SLOT D.I. M.H. O.E.P. NARROW SLOT W.S. T.B.D.I. H.D.P.E. T.B.J.B. SHEET NO. 3D-6 PROJECT NO. U-5896 REINFORCED ENDWALLS48" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL24" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOILC.B. STD. 840.01 OR STD. 840.02 OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES FOR DRAINAGE STRUCTURES 10' AND ABOVEGRATE TYPE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 M.H. FRAME AND COVER STD. 840.54 15" SIDE DRAIN PIPE ELBOW 18" SIDE DRAIN PIPE ELBOW 24" SIDE DRAIN PIPE ELBOW BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES, AND HOOD STD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27 CONCRETE BRIDGE APPROACH D.I. STD. 840.1324" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL30" WELDED STEEL PIPE ##" THICK, GRADE BIN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BNOT IN SOIL18" WELDED STEEL PIPE ##" THICK, GRADE BIN SOILMASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)48" WELDED STEEL PIPE ##" THICH, GRADE B IN SOIL0' THRU 5'5' THRU 10'COMPUTED BY: CHECKED BY: VHB DATE: DATE:VHB 5/25/2021 5/25/2021 2B03 2B04 835.2 819.6 76 DET 16+00 60 RT 2B05 820.9 2B05 2B06 819.4 815.5 1.0 48 Y 18+21 32 RT 2B06 819.3 1 1 Y 18+63 30 LT 2B07 820.6 1 1 DET 17+43 66 RT 2B08 822.5 2B08 2B07 821.5 817.6 0.6 36 DET 17+59 15 RT 2B09 2B10 832.5 821.7 96 76 180 2 2 1472 472 324 880 340 320 48 1500 64 632 380 452 324 552 72 72 98 98 76 76 110 110 12.000 90 25 3 11 11 1 9 9 6 44 1 30 2 17 3 5 3 20 6 2 2 4 1 2 23 0.3990 0.182 4012PROJECT TOTALS TEMPORARY TEMPORARY TEMPORARY TEMPORARY O.E.P. TEMPORARY TEMPORARY TEMPORARY O.E.P. TEMPORARY SHEET TOTALS 46.6 COMPUTED BY: J.R. Swartley DATE: 5/2/19 CHECKED BY: S.S. Laney DATE: 5/2/19 COMPUTED BY: J. B. Barfield DATE: 10/15/19 CHECKED BY: ________________ DATE: __________ -RPA-20+00 22+25 LT SD 225 -L-10+50 15+75 1500 --Y-14+25 17+25 ASU 12 300 575 900 -RPC-20+00 22+50 LT SD 250 -L-19+50 21+50 600 --L-6+40 44+25 ASU 2 8 1576 5987 13758 -L-21+25 22+75 1350 --RPA-12+69 23+65 ASU 2 8 614 1378 3166 -L-25+00 25+60 1600 --RPB-13+76 20+97 ASU 2 8 36 907 2083 -RPC-13+67 23+72 ASU 2 8 639 1263 2903 -RPD-13+23 25+76 ASU 2 8 856 1575 3620 AST 250 SD 250 ASU 1 12 250 500 750 ASU 12 30 200 50 TOTAL LF:725 TOTAL SY/TONS:5050 0*TOTAL CY/TONS/SY:4301 12385**27230**250 0 *UD = Underdrain *BD = Blind Drain *ASU(1/2) = Aggregate Subgrade (Type 1 or 2) *SD = Subsurface Drain *AST = Aggregate Stabilization TOTAL SY:0 0 0*0** TOTAL SY: *Use Class 1, 2 or B riprap if riprap class is not shown for rock plating location. TOTAL SY:0 TOTAL GAUGES (EACH): SUMMARY OF ROCK PLATING LINE Station Station Location LT/RT/CL Drain Type* UD/BD/SD LF Beginning Rock Cut Slope (H:V) LINE SUMMARY OF PRE-SPLITTING OF ROCK LINE Ending Rock Cut Slope (H:V) Approx. Station Location LT/RT Pre-splitting of Rock SY Beginning Slope (H:V) Approx. Station Ending Slope (H:V) Approx. Station Location LT/RT Rock Plating Detail No. 1/2/3/4 Station Station MONTHSLINE Approx. Station SUMMARY OF EMBANKMENT WAITING PERIODS Bridge Description End Bent/ Bent No.MONTHS Direction LT/RT Gauge No. Offset Distance FT SUMMARY OF BRIDGE WAITING PERIODS Matting for Erosion Control SY Station LINE and Station Station Surcharge Height FT MONTHS **Total square yards of "Matting for Erosion Control" is only the estimated quantity for RSS and may only represent a portion of the matting quantity shown in the Item Sheets of the Proposal. *Total square yards of "Coir Fiber Mat" is only the estimated quantity for slopes steeper than 2:1 (H:V) and may only represent a portion of the coir fiber mat quantity shown in the Item Sheets of the Proposal. SUMMARY OF SURCHARGES AND SURCHARGE WAITING PERIODS SUMMARY OF SETTLEMENT GAUGES LINE STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS LINE Riprap Class* 1/2/B Rock Plating SY SUMMARY OF REINFORCED SOIL SLOPES AND SLOPE EROSION CONTROL LINE Beginning Slope/ RSS (H:V) Approx. Station Ending Slope/ RSS (H:V) Approx. Station Location LT/RT Reinforced Soil Slope (RSS) SY Geocells SY Coir Fiber Mat SY 3G-1 SHEET NO.PROJECT NO. U-5896 Stabilizer Aggregate TONS Class IV Aggregate Stabilization TONS Class IV Subgrade Stabilization TONS SUMMARY OF SUBSURFACE DRAINAGE CONTINGENCY SUMMARY OF AGGREGATE SUBGRADE/STABILIZATION CONTINGENCY Station Geotextile for Soil Stabilization SY Aggregate Type* ASU(1/2)/ AST Station CONTINGENCY CONTINGENCY **Total tons of "Class IV Subgrade Stabilization" and total square yards of "Geotextile for Soil Stabilization" are only the estimated quantities for ASU(1/2)/AST and may only represent a portion of the subgrade stabilization and geotextile quantities shown in the Item Sheets of the Proposal. *Total tons of "Class IV Subgrade Stabilization" is only the estimated quantity for pavement stabilization and may only represent a portion of the subgrade stabilization quantity shown in the Item Sheets of the Proposal. SUMMARY OF GEOTEXTILE FOR PAVEMENT STABILIZATION Class IV Subgrade Stabilization TONS CONTINGENCY Geotextile for Pavement Stabilization SY StationStationLINE Aggregate Thickness INCHES [8" for ASU(2)] Shallow Undercut CY PARCEL INDEX SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA PROPERTY OWNERS NAMEPARCEL NO.SHEET NO. 5 5 41 2 4 15 18 21 22 23 24 PROPERTY OWNERS NAMEPARCEL NO.SHEET NO. 5 7 PROPERTY OWNERS NAMEPARCEL NO.SHEET NO. 14 3P-1 SHEET NO.PROJECT REFERENCE NO.9:43:30 AMR:\Roadway\Proj\U-5896_rdy_psh03P-1.dgnJOR661658/17/99SAFE TRACK, INC. 5 5 5 3 5 5 5 5 11 13 5 5 UNKNOWN OWNERSHIP O'REILLY AUTOMOTIVE, INC. ANJAM NAHID BHATTI 5 7 4,5 4,5 SALVATION ARMY SHIVKRUPA HOTEL, LLC GAIL HUNTER HODGIN CLEMENTS FAMILY-CLOVERLEAF, LLC 5 KAUTILYA HIGH POINT HOTEL, LLC CITY OF HIGH POINT BLAIR PARK GOLF COURSE 5 PEPPERWOOD, INC. 5 JOHN A. HERKE MARGARET J. HERKE JOHN A. HERKE MARGARET J. HERKE 5,7 HENRY H. ROGERS, JR. KRISHNA OF HIGH POINT, INC. 5,6 MODEL FARM PROPERTIES, LLC GATE CITY HOLDINGS GLEN FRANCIS U-5896 OAMAR ZAMAN5 5 5 MALCOLM F. BULLARD BRYNDA H. BULLARD 25 26 5,6 601 602 603 604 605 605 606 607 608 609 NO TAKE EMPIRE BUILDING, LLC NO TAKE NO TAKE NO TAKE NO TAKE 8/3/2021 BM 1 20.00'REF. 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SHEET NO.PROJECT REFERENCE NO. 4 U-5896 9:53:21 AMR:\Roadway\Proj\U-5896_rdy_psh04.dgnJOR661658/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 RW REVISION: PROPOSED RW ADJUSTED ON PARCELS 1, 2, & 3 (11/12/2019)Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 RW REVISION: PROPOSED RW ADJUSTED ON PARCELS 1, 2, & 3 (1/21/2021) 8/3/2021FOR WALL PLANS SEE SHEETS W-1 THRU W-7 FOR HYDRO DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 8 -L- POT Sta. 1+74.81 5+00-L- Sta. 6+40.00 BEGIN OVERLAY & WIDENING RT 10+00-L- 8:1 300' TAPER 300' TAPER -L- Sta. 6+40.00 BEGIN TIP U-5896 -L- Sta. 7+70.00 BEGIN OVERLAY & WIDENING LT 144.23' FULL 8:1 -L- Sta. 10+00.00 BEG. RET. WALL 1 10' PS10' PSEXISTEXISTF F F C C F F SS18" R C P36" RCP3 6 " RCP18" RCP 15" RCPS T 3-15" RCP T 30" RCP S 15" RCP36" RCP24" RCP 24" RCP 18" RCP S12" RCP 12" R C P 15" RCP15" RCP 15" RCP 24" RCP24" RCP30" RCP30" RCP18" RCP15" RCP30" RCP18" RCP 4.5' CONC HW 18" DI 8" V C 8" DI 8" V C 18" DI16" DI18" DI8" DI30" RCP 30" RCP 8" VC 8" V C 30" RCP24" RCP8" CIS CB S18" RCP8" VC 8" VC 15" RCP18" RCP18" RCP S S S S S 18" RCP 30" RCP8" PVC8" VCS 15" RCP CB S 15" RCP15" RCPS S8" DI8" DI 8" VC8" PVC 8" VC8" DI8" DI 6" VC 8" VC 18" RCPN 04°52'05" E44.03'N 15°09'34" W81.59'N 02°43'28" E32.36'N 10°47'50" E33.24'N 31°23'56" E 46.54' N 58°50'55" E 37.91'N 75°58'43" E29.33'N 55°20'03" E 30.73'N 47°10'42" E 105.08' N 23°13'20" E 70.43' N 18°28'45" E 69.07' N 39°52'36" E 149.32' N 28°48'24" E44.55'N 18°27'00" E 67.20' N 83°16'27" W133.64'N 5 8° 4 2'3 8 " W14 7. 8 3' EIP N 5 0° 2 7' 2 1" W1 99. 5 4'N 50°34'25" W20 0 .12'N 50°28'10" W196. 2 3' S 39°44'48" W 79.98' S 35°05'59" W 50.16' S 39°27'47" W 20.20' S 34°52'49" W 300.96' EIP EIPS 12" RCPDI S 15.00' RICHLAND CREEK RICHLAND CREEK RICHLAND CREEK CENTERLINE OF CREEK PROPERTY LINE FOLLOWS CENTERLINE OF CREEK PROPERTY LINE FOLLOWS CENTERLINE OF CREEKPROPERTY LINE FOLLOWSEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WN 57°45'40" E 200.06'S 45°21'31" E324.91'S 34°49'18" E450.41'S 31°57'15" E77.38'REF. 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FOUND LT CONC CONC N 50°33'19" W 21.08' MONUMENT CONCRETE GRASS WOODS EIP LT BST SIGN DI JB EXPOSED EIP EIP WOODS HW CONC 8' BST BST BST LT DI LT LT OF HIGH POINT INC HOLINESS CHURCH FIRST PENTECOSTAL PB 14 PG 53 DB 7279 PG 75 EIP EIP 15" RCP CB CB WOODS W/LT BST S BLK WALL VAR. HT BST 2.04' EIP BRYNDA H. BULLARD MALCOLM F. BULLARD DB 3046 PG 938 W/LT TO EIP R/W N 83°16'27" W 9.14' B5353-1 1SBKBUS RCP 18" W/LT BLAIR PARK GOLF COURSE CITY OF HIGH POINT NO DEED REF. FOUND CB 1.05' EIP-R/W KENILWORTH DR28' BSTHW U-CONC ABANDONED LT BST CONC MTL RAIL W/ 34" BK WALL VAR HT CB CB RCP18" HW CONC BARRELS3-9x8UNIT AIR/VAC SIGN EIP LT DI RCP18" CB SIGN LT LT WALL IN NAIL W/LT UNKNOWNSIZEU/MTL CANOPY 8 GAS PUMPS 4-ISL'S SIGN BST W/LT CB EIP CONC JB CBRCP 30"RCP30"W/LT RCP 15"US 311 (S. MAIN ST) 61' BSTCB GR SIGN CONC BST CB W/LT WOODS BST CANOPYU/MTLPUMPS16 GAS8 - I SL'SRCP 15" BST GR WOODS HW CONC 6' WOODS W/3SBW72" CHLCONC30"GR GR WOODS 1SBLKBUS RCP18" CONC LT DI CB RCP12"C&G30"; ; ; ; ;;; ; ; ; ; ;; ;;; ;; ; ; ; ; ;; WOODS EIP US 29-70/I-85 BUS 43.5' BST US 29-70/I-85 BUS 42' BST 4800 ADT 2040 -Y-S. MAIN ST.6300 31700 TRAFFIC DIAGRAM 28' TYP.12' PS12'-L- STA. 10+75 DOUBLE FACE GR TIE TO EXISTING 12'12' PS12'24'2.58'24'24'2.82'55002300 38000 42700 US 29-70 I-85 BUS. 28400 -L-28'TYP. EXIST 37'TYP.+00 +55 20+0020+00+18EXIST C + 3 8 28' TYP. 28' TYP.37'TYP.24'23'24'B 8:1 8:1 24'24'CAT-1 GREU TL-37'10' PS28' TYP. CAT-1 24'28'TYP. TYPE III GREU, TL-3 +41.1015+0015+00EXIST24'50' TAPER +30EXIST7'A28'TYP.+40T = 202.53' PI Sta 12+02.53 D R = 3,650.00' L = 404.65' R = 10,000.00' PI Sta 17+30.99 D L = 120.50' T = 60.25' R = 3,000.00' PI Sta 24+71.21 D L = 298.81' T = 149.53'25+0020+0028' TYP.+22+16.40 24'24'23'D 28' TYP. 28' TYP.28'TYP.+38.69+ 0 1.7 6 + 0 1.3 5 PI Sta 11+04.21 D L = 37.14' T = 18.60' R = 250.00' PI Sta 13+74.40 D L = 104.00' T = 62.32' R = 75.00'2 0 + 0 0 15+0015+0018+00 -RPD- GUTTER END EXP.16'240' TAPER28' TYP. -DR1- PT Sta. 14+16.08 -DR1- PC Sta. 13+12.09 -DR1- PT Sta. 11+22.74 -DR1- PC Sta. 10+85.60 -DR1-+5628' TYP.+5612+00 -RPD- GUTTER BEGIN EXP.12'24'3.66'12'24'3.38'8:1 GREU TL-3 24'24'8:1 CAT-1 10' PS10' PSEXISTEXIST24'24'10' PS10' PS10'10'10' PS-L- STA. 18+75.00 END DOUBLE FACE GR -L- STA. 28+60.00 BEGIN DOUBLE FACE GR 8:1 GREU TL-3CAT-1 8:1 4' PS4' PS4' PSSEE SHEET SIGN-2B OVERHEAD SIGN 'C' GR PROTECTION FOR B-77 B-77 B-77 B-77 B-77 B-77 B-77 B-77 EXISTING TRANSITION TO ADT 2022 29500 34580 38540 26940 4080 5000 1740 4780 20' EXIST EXIST16' -DR1- POT Sta. 10+80.00 -DR1- POT Sta. 14+25.00 20'20'CB CB CB FS FS FLOWABLE FILL FILL WITH FS FS SBG +71 BEGIN REMOVE18"24" 2GI 2GI 2GI SYSTEM REMOVE RETAIN 2GI OTCB 2GI 2GI 15" RCP-IV 2GI 2GI 15" RCP-IV 2GI2GI 15" RCP-IV 24"CB 2GI CB 2GI CB 2GI CB CB 18" 2GI 2GI18" RCP- I I I FS 30" CB CB CB BDO 15"CB CB15" RCP-IV CB 15"CB CB CB 2GI 2GI CB SYSTEM REMOVE SYSTEM REMOVE 2GI 2GI 2GI1 5" RCP-III 2GI 15"2GI 2GI-A CB CB DI SPECIAL RETAI NRETAIN RETAINSEE DETAIL 16 SPECIAL CUT DITCH SEE DETAIL 16 SPECIAL CUT DITCH RETAINRETAIN RETAIN RETAINSEE DETAIL 16 SPECIAL CUT DITCH SEE DETAIL 16 SPECIAL CUT DITCH RETAIN2GI 2GI 2GI 2GI 15" 15" RCP-IV 24" RCP-IV 24"15"15"2GI 2GI 2GI 2GI 0535 0551 0565 0572 0554 0537 0564 0570 0526 0501 0507 0509 0512 0521 0516 0522 0518 0562 0561 0585 0581 EX10 0579 0534 0531 0532 0542 0536 0550 0538 0549 0567 0544 0547 0566 0571 0543 0552 0573 0525 0541 0553 0530 0548 0555 0556 0558 0559 0568 0557 0569 0502 0505 0506 0504 0508 0514 0513 0511 0510 0519 0527 0515 0517 0520 0523 0528 0524 0563 0560 0582 0583 0584 0580 0577 0576 0574 0575 0578 0591 0589 0590 0587 05880586 ELBOWS 15" W/ BDO 15" R CP-III 2GI 15" W/ELBOWS BDO SYSTEM REMOVE 24" SYSTEM REMOVE SYSTEM REMOVE BDO SYSTEM REMOVE SYSTEM REMOVE BDO 2GI 2GI SYSTEM REMOVE 2GI 2GI-A 2GI-A 2 4" RCP- I VSYSTEM REMOVE REMOVE REMOVE REMOVE 2GI SEE DETAIL 20 PSH 0592 05932GI 18" RCP-III 54" RCP-III 0594 CB FLOWABLE FILL FILL WITH FS RCP-III18"REMOVE FS48" RCP-IV48" RCP-IV42" RCP-IVRETAIN REMOVE2GI 2GI 15" RCP-IV 2GI-A 15" RCP-IV 15" RCP-IV 15" RCP-I V 0595 0503 0596 SYSTEM REMOVE REMOVE 0540 DI 15" RCP-IV TRENCHLESS INSTALLATION 48" WELDED STEEL SEE DETAIL 1 LATERAL 'V' DITCH SEE OUTLET DETAIL EST. 205 SY GEOTEXTILE EST. 180 TONS FILL IN CHANNEL CLASS II RIP RAP EST. 180 SY GEOTEXTILE EST. 130 TONS ON BANK ONLY CLASS II RIP RAP 36" RCP OF EXIST. REMOVE +/-10' EST. 475 CY DDE EST. 345 SY GEOTEXTILE EST. 195 TONS RIP RAP SEE DETAIL 12 STANDARD BASE DITCH EST. 3260 CY DDE EST. 295 SY GEOTEXTILE EST. 165 TONS RIP RAP SEE DETAIL 12 STANDARD BASE DITCH EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 10 SY GEOTEXTILE EST. 3 TONS CLASS B RIP RAP SEE DETAIL 1 LATERAL 'V' DITCH TRENCHLESS INSTALLATION 30" WELDED STEEL EST. 15 CY DDE SEE DETAIL 9 STANDARD 'V' DITCH EST. 10 CY DDE EST. 75 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL 19 STANDARD BASE DITCH SEE DETAIL 13 CUT DITCH BACK OF CURB SEE DETAIL 14 CUT BASE DITCH BACK OF CURB EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP SEE DETAIL 13 CUT DITCH BACK OF CURB INSTALLATION TRENCHLESS STEEL 48" WELDED SEE DETAIL 13 CUT DITCH BACK OF CURB SEE DETAIL 13 CUT DITCH BACK OF CURB INSTALLATION TRENCHLESS 24" WELDED STEEL INSTALLATION TRENCHLESS 24" WELDED STEEL EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 720 CY DDE SEE DETAIL 9 STANDARD 'V' DITCH EST. 1160 CY DDE EST. 195 SY GEOTEXTILE EST. 110 TONS RIP RAP SEE DETAIL 12 STANDARD BASE DITCH EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP TRENCHLESS INSTALLATION 18" WELDED STEEL SEE DETAIL 1 LATERAL 'V' DITCH SEE DETAIL 13 CUT DITCH BACK OF CURB 15"W/ELBOWS18"GTDGTD GTD GTD GTD GTD RETA IN W/ELBOWS 24" 15" RCP-III SYSTEM REMOVE GTD GTD GTD GTD GTD GTD GTD GTD GTD GTD GTD GTD GTD GTD GTD 30" RCP-IV30" RCP-IV42" RCP-IV42" RCP-IV30" RCP-IVW/ELBOWS15"SYSTEM REMOVE SEE DETAIL 13 CUT DITCH BACK OF CURB GTD W/ELBOWS15" FILL FLOWABLE FILL WITH W/ELBOWS 15" W/ELBOWS15"RCP-III 1 8 "W/ELBOWS15" W/ELBOWS 15" +13 END SBG +54 END SBG W/ELBOWS 15" 24" RCP-IV RCP-III 15"W/ELBOWS30" SEE DETAIL 16 SPECIAL CUT DITCH SYSTEM RETAIN SYSTEM RETAIN SYSTEM RETAIN SYSTEM REMOVE SYSTEM REMOVE 0597 0598 2GI 15" RCP-IV HW -L- STA. 10+50 TO 11+50 LT ROCK PLATING -L- STA. 12+60 TO 14+00 LT ROCK PLATING W/ELBOWS 18" W/ELBOWS 15" JB w/MH EST. 30 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL 3 TOE PROTECTION EST. 60 CY DDE EST. 140 SY GEOTEXTILE EST. 55 TONS RIP RAP SEE DETAIL 2 BERM BASE DITCH ELBOWS 18" W/ DI DI RCP-IV 24" EST. 10 SY GEOTEXTILE EST. 3 TONS CLASS B RIP RAP EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 65 GEOTEXTILE EST. 25 TONS RIP RAP SEE DETAIL 3 TOE PROTECTION 0599 2GI ELBOWS 15" W/ +50 -L- RT END SBG SEE INLET DETAIL EST. 160 SY GEOTEXTILE EST. 100 TONS CLASS I RIP RAP EXISTING 5'x6' RCBC RETAIN & EXTEND SEE DETAIL 1 LATERAL 'V' DITCH EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP 0533 0529 48" RCP-IV0539 5102 DI 15" 2 4 " 5100 5101 DI DI 36" RCP-IV36" RCP-IVRCP-IV 18" 2GI 0404 24" 05103 2GI 2GI 05104 15" RCP-IV 2GI RCP-IV 15"RCP-IV 15"EST. 90 CY DDE EST. 105 SY GEOTEXTILE EST. 35 TONS RIP RAP SEE DETAIL 7 BERM 'V' DITCH EST. 40 CY DDE EST. 70 SY GEOTEXTILE EST. 30 TONS RIP RAP SEE DETAIL 2 BERM BASE DITCH EST. 40 CY DDE SEE DETAIL 8 BERM 'V' DITCH 24" RCP-IVEST. 40 CY DDE SEE DETAIL 8 BERM 'V' DITCH EST. 150 CY DDE EST. 290 SY GEOTEXTILE EST. 95 TONS RIP RAP SEE DETAIL 7 BERM 'V' DITCH EST. 60 CY DDE SEE DETAIL 11 LATERAL 'V' DITCH EST. 20 CY DDE SEE DETAIL 9 STANDARD 'V' DITCH HW SBG +96.5 BEGIN +70 RT BEGIN SBG 15" RCP-IV JBw/MH EST. 25 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL 3 TOE PROTECTION EST. 760 CY DDE EST. 120 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL 5 STANDARD BASE DITCH EST. 280 CY DDE EST. 135 SY GEOTEXTILE EST. 60 TONS SEE DETAIL 6 STANDARD BASE DITCH EST. 790 CY DDE EST. 160 SY GEOTEXTILE EST. 70 TONS RIP RAP SEE DETAIL 6 STANDARD BASE DITCH EST. 390 CY DDE EST. 145 SY GEOTEXTILE EST. 165 TONS RIP RAP SEE DETAIL 10 LATERAL BASE DITCH EST. 210 CY DDE EST. 120 SY GEOTEXTILE EST. 60 TONS RIP RAP SEE DETAIL 15 LATERAL BASE DITCH EST. 210 CY DDE EST. 205 SY GEOTEXTILE EST. 90 TONS RIP RAP SEE DETAIL 15 LATERAL BASE DITCH EST. 185 SY GEOTEXTILE EST. 70 TONS RIP RAP SEE DETAIL 4 LATERAL BASE DITCH EST. 90 CY DDE SEE DETAIL 9 STANDARD 'V' DITCH EST. 90 CY DDE EST. 250 SY GEOTEXTILE EST. 85 TONS RIP RAP SEE DETAIL 7 BERM 'V' DITCH EST. 90 CY DDE EST. 240 SY GEOTEXTILE EST. 95 TONS RIP RAP SEE DETAIL 2 BERM BASE DITCH 100' RT +95.99 -RPC- 112.42' RT +80 -RPC- 135' RT +05 -RPC- 240' RT +50 -RPC- 170' RT +10 -RPC- 225' RT +15 -RPC- 2 22 23 21 4 3 90' LT +85.48 -RPB- 211.89' LT +10 -RPB- 209.53' LT +18.65 -RPB- 217.89' LT +91.97 -RPB- 221.42' LT +10 -RPB- 110' RT +15 -Y- 70' LT +50 -Y- 130' RT +90 -L- 95' RT +85 -L- 105' LT +80 -RPD- 70' LT +10 -RPD- 111.31' LT +35 -RPD- 608 609 24 11 607 605 605 604 603 602 601 606 5 5 14 15 13 100' LT +76.17 -Y- 80' LT +58.79 -Y- 170.34' LT +10 -L- 173.82' LT +44.70 -L- 75.64' LT +41.92 -RPD- 90' LT +03.68 -RPB- 186.92' LT +10 -RPB- 189.76' LT +00 -RPB- 88.00' RT +37 -Y- 44.00' LT +37 -Y- 50' LT +31.91 -Y- 129.03' RT +98.57 -L- 130.54' LT +90 -L- 130.49' LT +19.52 -L- 44' RT +55 -Y- 50' LT 44' LT +15 -Y- 44' LT +50 -Y- 50' LT +51.87 -Y- 70' LT +15.10 -Y- 69.97' LT +75.31 -Y- 85' LT +74.69 -Y- 158.96' LT +35.41 -RPD- 100' LT +75 -RPD- 100' LT +89.97 -RPD- 100' RT +90 -RPC- 109.08' RT +18.02 -RPC- 109.35' LT +70 -Y- 121.43' LT +42.68 -RPD-120' LT +70 -RPD- 90' LT +70 -RPD- 87.34' LT +35 -RPD-10.47' LT +10 -DR1- 35' LT +15 -DR1- 27.31' LT +50 -DR1- 85' LT +12.30 -Y- 319.23' LT +79.06 -Y- 604 9:54:03 AMR:\Roadway\Proj\U-5896_rdy_psh05.dgnJOR66165LOCATION: DESIGNED BY: CHECKED BY: COUNTY:TIP NO.: DATE: PLANS 0 50 50 100 GRAPHIC SCALE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5 6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GUILFORD SEE SHEET NO. 6MATCHLINE -L- STA 39+00.00SEE SHEET NO. 4MATCHLINE -L- STA 10+50.00SEE SHEET NO. 7MATCHLINE -Y- STA 23+50.00 U-5896 U-5896 S MAIN STREET (SR 1009) INTERCHANGE AT I-85 BUSINESS, US 29, US 70 AND NAD 83/ 2011Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 REVISIONS RW REVISION: PROPOSED RW ADJUSTED ON PARCELS 4, 5, 11, 14, 23, 601, 602, 604, 606, 607 & 609. EASEMENTS ADJUSTED ACCORDINGLY (11/12/2019)Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 RW REVISION: PROPOSED RW ADJUSTED ON PARCELS 5, 11, 14, 24. 25, 26, 602, 604, 606, 607, 608 & 609. EASEMENTS ADJUSTED ACCORDINGLY (1/21/2021)8/3/2021FOR WALL PLANS SEE SHEETS W-1 THRU W-7 FOR CULVERT PLANS SEE SHEETS C-1 THRU C-6 FOR STRUCTURE PLANS (RT) SEE SHEETS S2-1 THRU S2-26 FOR STRUCTURE PLANS (LT) SEE SHEETS S1-1 THRU S1-26 FOR INTERSECTION DETAILS SEE SHEETS 2B-7 & 2B-8 FOR HYDRO DETAILS SEE SHEET 2D-1 FOR -RPD- PROFILE SEE SHEETS 12 & 13 FOR -RPC- PROFILE SEE SHEET 12 FOR -RPA- & -RPB- PROFILE SEE SHEET 11 FOR -Y- PROFILE SEE SHEET 10 FOR -DR1- PROFILE SEE SHEET 9 FOR -L- PROFILE SEE SHEETS 8 & 9 RW REVISION: ADDED C/A R/W LINE ALONG PARCELS 11 AND 604 (6/16/2021)-RPC- SC Sta. 12+24.00 26.57 OFFSET RT -L- POT Sta. 10+84.23 -RPC- ST Sta. 10+00.00 F PIs Sta 11+49.40 F Ls = 224.00' LT = 149.40' ST = 74.73' -L- Sta. 10+75.00 BEGIN GRADE U-5896 SE = 08 RO = 224' Ls = 224.00' LT = 149.40' ST = 74.73' F PIs Sta 11+49.40 RO = 224' SE = 08 PI Sta 14+20.27 D L = 389.10' T = 196.27' R = 1,200.00' SE = 08 RO = 224' PI Sta 14+08.29 D L = 365.72' T = 184.29' R = 1,200.00' -Y- PC Sta. 10+00.00 020304050607183.87' FULL +68-RPC- -RPB- PIs Sta 16+64.45 Ls = 224.00' LT = 149.40' ST = 74.73' SE = 08 RO = 224' PIs Sta 16+87.83 F Ls = 224.00' LT = 149.40' ST = 74.73' SE = 06 PI Sta 22+70.07 D L = 226.85' T = 115.96' R = 444.00' RO = SEE PLANS SE = RC PI Sta 19+55.98 D L = 101.96' T = 51.20' R = 444.00' RO = SEE PLANS 28'2 0 0' TAPER0606-RPC- PC Sta. 21+54.12 -RPB- PT Sta. 20+06.74 -RPA- PT Sta. 22+18.75 05050402 02 02 01 -Y- Sta. 10+55.00 BEGIN CONSTRUCTION 02 03 00 265' TAPER-Y- POC Sta. 13+53.84 -RPB- POT Sta. 21+37.77 400' FULL150' F U L L+0002 02 01 -RPB- SC Sta. 12+24.00 15+0016'02000 2 0 2 0 0 020200-Y- PT Sta. 17+91.23 -RPC- ST Sta. 18+37.10 -RPB- CS Sta. 15+89.72 -RPB- ST Sta. 18+13.72 -RPB- PC Sta. 19+04.78 0 2 0 6 0 5 0 4 0 3 0 1 0 1 0 1 010101020304-RPB- -RPC-03040506+502 8'TYP.+48.78-Y1- POT Sta. 10+00.00 -Y1- 0 8 -L- 0 7 480' TAPER20+00020808030405060702078:1 -L- Sta. 15+50.00 END RET. WALL 1 8:1 0802-RPC- CS Sta. 16+13.10 SE = 07 PI Sta 24+02.62 D L = 188.96' T = 95.93' R = 444.00' RO = SEE PLANS SE = 08 PI Sta 21+25.72 D L = 188.96' T = 95.93' R = 444.00' RO = SEE PLANS200' TAPER24'08000207070 0 -Y- PT Sta. 14+04.65 -RPA- PC Sta. 20+29.79 -RPA- ST Sta. 17+34.69 -RPD- PC Sta. 23+06.69 -Y- PC Sta. 23+21.69 -RPD- PT Sta. 24+95.64 -RPC- PT Sta. 23+80.96 0102030405060704050607080306050403020 6 0 5 0 4 0 3 0 2 0 1 -RPA- 02 -L--Y- -RPD- Ls = 224.00' LT = 149.40' ST = 74.73' Ls = 224.00' LT = 149.40' ST = 74.73' PIs Sta 16+08.49 F Ls = 224.00' LT = 149.40' ST = 74.73' PIs Sta 11+49.40 F Ls = 224.00' LT = 149.40' ST = 74.73' 02 02 02 390' TAPER SE = 08 RO = 224' PI Sta 13+79.75 D L = 309.76' T = 155.75' R = 1,200.00' SE = 08 RO = 224' PI Sta 13+68.03 D L = 286.69' T = 144.03' R = 1,200.00' PI Sta 38+62.95 D L = 223.53' T = 111.77' R = 10,000.00' RO = SEE PLANS SE = NC SE = RC RO = 74'RO = SEE PLANS SE = NC RO = SEE PLANS SE = NC25+0030+0035+00-Y- POC Sta. 13+47.74 -RPA- POT Sta. 24+05.40 -Y- POT Sta. 21+39.99 -RPD- POT Sta. 26+15.27 28'24' 01 02 01 00 02 28' 28'45.5'02-Y- PC Sta. 16+70.74 0102 02 01 0002 02 01 0202 +70-Y- POT Sta. 21+39.99 -RPC- POT Sta. 24+12.66 TAPER100' +15 -Y--Y-1 6'0808000 2 0 2 08-RPD- CS Sta. 15+33.76 -RPD- ST Sta. 17+57.7601020306010203040507 0 1 07060 3 0 6 0 7 0 5 0 4 -RPD-+50-RPA- PIs Sta 15+85.42 F PIs Sta 11+49.40 F 8:1 -DR1- 100' TAPER+4524'24'23' 23' 02 0202 28'45.5'0208-RPA- SC Sta. 12+24.00 -L- PC Sta. 37+51.17 -RPD- SC Sta. 12+24.00 07060503050427.38 OFFSET LT -L- POT Sta. 36+81.31 -RPA- ST Sta. 10+00.00 8:1 143.69' FULL 0203300' TAPER 0415+00 20+00 -RPA- CS Sta. 15+10.69 26.82 OFFSET LT -L- POT Sta. 12+53.87 -RPB- ST Sta. 10+00.00 4' P S 4' P S 16'4' PS4' PS4' P S 4' P S 020202020100020240'20'R10' R10' BEGIN CONSTRUCTION END CONSTRUCTION 0202SKEW 95.09° -Y- PT Sta. 16+91.33 -L- POT Sta. 23+62.87 -DET- C F F C F FF C F C F C C F C F C C CC FF C F C F C C F C C F FC C F F C F C C F C F F C C C F C C F C C C F F F C F F C C C C C C C C C C C C C F F C C C C C F F F C F F F F F F F C C C C C F F C CFF F F C F F F F C F TO GREENSBORO 24" RCP24" RCPUS 29N-70E/I-85N BUS 34' BST US 29S-70W/I-85S BUS 34' BST US 29N-70E/I-85N BUS 32' BST GRASS US 29S-70W/I-85S BUS 33' BST 260.00'EXISTING R/W EXISTING R/W 10' GR BST 10" CI 10" CI -BL-11 W/FES W/FES DI CONC WOODS EIP EIP GATE CITY HOLDINGS CPB 8 PG 48 DB 6710 PG 2052 WOODS ;; ;; ; ; N 68 °08'01" E 30 .30'N 52°51'14" E 49.03' RICHLAND CREEK N 31°56'03" E 86.70'CENTERLINE OF CREEKPROPERTY LINE IS N 48°02'44" E 162.61' N 14°32'14" E64.42' N 72°35'20" E 48.84' S 86°38'54" E 79.03' 399.54' N 58°25'46" EN 8 6° 2 2' 2 4" E9 9. 6 8'RI CHL AND CRE E KS 87°08'46" E 69.06'N 79°57'37" E159.89'N 8 8° 5 0'14" E5 8 9. 4 2'N 8 8° 4 5' 4 6" E3 0 0.5 1'CENTERLI NE OF CREEKPROPERTY LI NE I SOPEN SPACE PER PB 12 1 PG 14 2THE PUBLI C FOR DRAI NAGEWAY ANDAREA DEDI CATED TO THE CI TY OF HI GH POI NT ANDS 77°51'33" E59.28'N 8 8°5 9'2 2" E2 3 4. 7 1' EIP EIP S 17°52'29" E29.36'CITY OF HIGH POINT NO DEED REF. FOUNDDB 3 4 14 PG 119 9DB 3 3 4 8 PG 14 1DB 3 3 4 8 PG 13 8BROKERS I NC. N 60°02'17" E 19.65' EIP BROKERS INC. DB 3414 PG 1199 DB 3348 PG 141 DB 3348 PG 138 GATE CITY HOLDINGS CPB 8 PG 48 DB 6710 PG 2052 MODEL FARM PROPERTIES, LLC PB 123 PG 58 DB 6460 PG 2208 OPEN SPACE PER PB 121 PG 142 THE PUBLIC FOR DRAINAGEWAY AND AREA DEDICATED TO THE CITY OF HIGH POINT AND EIP N 73°51'30" E 34.91'EXIST-DR1- POT Sta. 10+00.00 EXIST12'24'24'12'-L- STA. 42+00 SINGLE FACE GR TIE TO EXISTING -L- STA. 41+25.00 END DOUBLE FACE GR 4' PS4' PSSEE SHEET SIGN-7 GROUND MOUNTED SIGN 106 GR PROTECTION FOR GREU TL-3CAT-1 EXISTING PAVED SHOULDER (NOT SURVEYED) EXISTING EOT 40' TYP. 80' TRANSTION TO EXIST+50SYSTEM RETAIN 2GI-A 2GI-A 30" 30" 30" 0603 0602 0601 EST. 400 CY DDE EST. 575 SY GEOTEXTILE EST. 320 TONS RIP RAP SEE DETAIL 12 STANDARD BASE DITCH EST. 7 SY GEOTEXTILE EST. 5 TONS RIP RAP SEE DETAIL 18 RIP RAP AT EMBANKMENT EST. 14 SY GEOTEXTILE EST. 5 TONS CLASS B RIP RAP AND INSTALL REMOVE SEPERATED FES EST. 14 SY GEOTEXTILE EST. 5 TONS CLASS B RIP RAP SEE DETAIL 1 LATERAL 'V' DITCH O JBw/MH 23 145' LT +15 -L- 95' RT +25 -L- 24 24 145' LT 132.01' LT +65 -L- 130.95' LT +65 -L- 237.40' LT +10 -L- 220.49' LT +45 -L- 95' RT +75 -L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET NO. 5MATCHLINE -L- STA 39+00.00REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6U-5896 9:55:16 AMR:\Roadway\Proj\U-5896_rdy_psh06.dgnJOR661658/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83/ 2011Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 RW REVISION: PROPOSED RW ADJUSTED ON PARCEL 23 (11/12/2019)Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 RW REVISION: PROPOSED RW ADJUSTED ON PARCEL 24 (1/21/2021)8/3/2021FOR HYDRO DETAILS SEE SHEET 2D-1 FOR -L- PROFILE SEE SHEET 9 -L- PT Sta. 47+78.12 PI Sta 38+62.95 D L = 223.53' T = 111.77' R = 10,000.00' PI Sta 43+82.98 D L = 311.24' T = 155.63' R = 15,500.00' -L- RO = SEE PLANS SE = NC RO = SEE PLANS SE = NC -RPD- SE = 08 RO = 224' PI Sta 13+79.75 D L = 309.76' T = 155.75' R = 1,200.00' PIs Sta 11+49.40 F Ls = 224.00' LT = 149.40' ST = 74.73' RO = SEE PLANS 45+00-L- PC Sta. 42+27.35 -L- Sta. 41+25.00 END OVERLAY & WIDENING LT -L- Sta. 44+25.00 END OVERLAY & WIDENING RT -L- Sta. 44+25 END TIP U-589640+00-L- Sta. 39+50.00 END GRADE U-5896 300' TAPER -L- -L- PT Sta. 39+74.71 27.39 OFFSET RT -L- POC Sta. 39+43.43 -RPD- ST Sta. 10+00.00 150' FULL 300' TAPER 02020201EXISTEXISTCC C C F FF S 18" RCP18" RCP 15" RCPS30" RCP S SS(PER PLANS) (PER PLANS)15" RCPEXISTING R/WEXISTING R/W EXISTING R/W N 81°08'43" E573.07'E IP EIPEXISTING R/WS 54°52'37" W128.96'S 31°35'46" E 132.16'S 31°35'46" E 132.07'S 62°15'44" W141.38'8" VC 8" VC 24" RCP 24" RCP 30" C&G30" C&G30" C&GCONC 30" C&G 60" CONC30" C&GCONC 72" CHL W/3SB W72" CHLEXISTING R/W W/LT S 31°36'23" E 80.79' S 31°02'23" E 58.39' T O A R C H D A L E 30" C&G 30" C&G 30" C&G 30" C&G 3 0 " C&G23.5' BST6" CURB 6" CURB30" C&G 15" RCPS S S S S SS S S S S 15" RCP 12" RCP12" RCP8" VC 8" VC 8 " VC 8" V C 8" V C 8" V C S8" V C 8" VCS 8 " VC 8" VC 8" VC 15" R C PS 15" RCP15" R C P15" RCP 15" RCP 15" R CP18" R C PS 15" R C P12" R C P15" R CP C B S 15 " RCP 18" RCP15" R C P18" RCP 18" RCP18" RCP 18" RCP 1 8 " RCP C B CB 15" RCPW S 15" RCP E IPEIPE IPE IPEIPS 73°29'52" W133.20'S 77°16'52" W151.35'N 23°44 '07" W 66.99 'N 80°30'37" E152.44'N 23°56 '12" W 57.60 'N 07°35'03" W119.06'S 83°48'58" W23.85'N 14°21'34" W 195.72'S 88°26'58" E135.80'N 0 0° 4 3' 2 4" E8 5. 0 4'N 0 0° 4 4' 0 4" E4 8. 5 8'N 0 0° 4 2' 3 2" E6 6. 3 6'S 85°25'37" W108.14'S 76°16'01" W58.61'S 76°26'12" W175.92'N 76°15'24" E95.82'S 19 °46'47" E 185 .24'N 0 0° 2 5' 2 0" E2 0 2. 6 7'N 88°56'09" W99.60'S 76°39'08" W52.44'S 13°00'19" E49.80'S 13°00'19" E24.98'S 13°00'19" E75.13'S 76°39'08" W152.50'S 77°07'44" W145.71'S 13°18'51" E52.63'S 11°10'17" E97.98'N 81°02'41" E195.47'N 80°45'18" E166.09'N 11°53'43" W 87.10'S 11°45'19" E88.68'N 80°45'18" E177.88'N 81°02'42" E140.33'N 13°18'51" W 74.33'N 81°02'34" E140.77'N 81°04'16" E13.05'4.14'R/ W -EI PN 12°23'52" W 68.57'S 79°45'07" W133.39'PENELOPE N KALIVIOTISSOTIRIOS I KALIVIOTISDB 2798 PG 627DB 5496 PG 1485PB 4 PG 204DB 7897 PG 1521JOANN L COXPB 4 PG 204DB 2748 PG 475DB 2660 PG 564DB 2647 PG 769DB 3818 PG 519BRYDEN PARTNERS LLCPB 4 PG 204DB 2731 PG 546DB 6468 PG 2728R/W VARIES90.00'90.00'& GORDON RENTALSDEBORAH JAMES HILL SARA C HILLTONY R HILL24"C&G24"C & G 24"C&GC O N C C O N C R/W-EIP 4.77'1SB K B U SC O N C C O N C B ST 1SFB U SC O N C 30" C&G 30" C & G 30" C & G1SB L K B U SC O N C24 "C&G24"C&GG RA V EL1SB K B U S66" B ST2SB L K B U SB O L L A R D SB O L B O L S C O N C C O N C 60" C O N C 60" C O N C2SBLK B U S2SBLKBUS 1SBLKBUS 1SBLKBUS 30" C&GRAMP CONC MTL STEPSCONC 24" ROPESS 27°21'13" E 53.39'EIPE IPTO INGRAM RD3 0. 0 0'DEAD ENDDEAD ENDTO FRANCIS STU S 311 (S. M A IN ST) 64' B ST 66"CONCW /LT60"CHL60"C O N C W/LT LT E X IS T IN G R /W E X IST IN G R /W E X IST IN G R / W E X IST IN G R / W 5 0. 0 0'EXISTING R/WEXISTING R/W20.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W30.00'EXISTING R/WEXISTING R/WN 81°00'43" E221.63'2.59'R/W-EIP72"CHL HHHH 0.91'EIP-R/W9.77'R/W-EIPMOORE AVE 18' BST 23' BSTSPRINGFIELD RD 18' BSTMOORE AVE 18' BSTSPRINGFIELD RD 15" R C P12" C I12" CI 12" C I12" C I12" C I4" CI6" CI2" C I 6" CI6" CI 12" C I 12" CI 12" CI 6" CI8" CI6" CI8" CI12" CI 2" CI 6" PL 6" PL 2" PL2" PL6" PL6" P L 1" PL 6 " P L 6" PL6" PL2" STL6 " P L 4" CIVALVEOFFSET6" CIDEAN R KENNEY JR PB 4 PG 204 DB 2790 PG 381 DB 3376 PG 850 CITY OF HIGH POINT DB 2790 PG 381 DB 7988 PG 1406 L&R PROPERTIES LLC PB 8 PG 5 DB 2790 PG 381 DB 4644 PG 1993 HIP III LLC PB 8 PG 5 DB 2790 PG 387 DB 7723 PG 1995 JAMES L MATTHEWS PB 115 PG 123 DB 2790 PG 387 DB 7313 PG 1061 BALTIMORE RD 18' BST EIP STELLA S. HARRIS ANDREW D. HARRIS DB 4976 PG 842 DB 3904 PG 1956 DB 2857 PG 577 WILLIAM DAVID MUSSO PB 5 PG 388 DB 2756 PG 299 DB 7955 PG 863 DIANA K BYRD ROGER D BYRD PB 5 PG 388 DB 2790 PG 387 DB 4765 PG 1399 BRIAN MAGINNIS PB 4 PG 204 DB 2731 PG 546 DB 8034 PG 2582 PENELOPE N KALIVIOTIS SOTIRIOS I KALIVIOTIS DB 2748 PG 475 DB 2660 PG 564 DB 2647 PG 769 DB 5047 PG 801 EIP EIP EIP N 19°44'11" W 9.43' N 86°43'19" W 23.17' BOL CONC VAR. S W/LT EIP -BY-9 W/LT EIP (BENT) EIP EIP EIP 1.13' EIP-R/W EIP DI S W/LT CB DI BST W/LT DI (FOD) CB CONC BOL BST CONC STEPS CONC STEPS BRK BST 2.11' EIP-R/W EIP EIP EIP EIP 8.04' R/W-EIP EIP0.19' EIP-R/W W/LT DI CB DI DIW/LT BST CURB 3" BST WALL 38" BK ONLY DIR W/LT CB 15" RCP S W/LT BST GRAVEL STEPS WD BST CONC ONLY DIR BST CB S RAMP CONC 72"CHL TIMBERS LANDSCAPE CONC S W/LT BST BST BST W/LT JB CB JAMES L MATTHEWS II PB 104 PG 64 DB 2754 PG 412 DB 6397 PG 1071 SW CLOVERLEAF PLACERAMP CASSOCIATES INC. MH & FA PG 2051 DB 7746 EIP DI CONC SIGN N 67°45'37" E 5.09' LT GATE S -BY-8 LTCBLT CONC EIP W/LT GLEN FRANCIS DB 7557 PG 2473 EIP ONLY DIR BST BST CONCBST 30" RCP W/LT EIP SIGN SIGN LT 1SFBUS W/LTSIGN GRASS RCP 15" LT ;;ISBLKBUS JAMES L. MATTHEWS DB 7140 PG 653 EXISTEXISTT = 202.53' PI Sta 12+02.53 D R = 3,650.00' L = 404.65' R = 10,000.00' PI Sta 17+30.99 D L = 120.50' T = 60.25' R = 3,000.00' PI Sta 24+71.21 D L = 298.81' T = 149.53'+7537' TYP. EXIST. SIDEWALK DO NOT DISTRUB -Y1-EX IST240' TAPER 24"CB DI CB CB 0707 0706 EX 1 EX 2 0702 0703 0701 0705 0704 CB 36" RCP-IV CB REMOVE 36" RCP-IVEST. 15 CY DDESEE DETAIL 9STANDARD 'V' DITCHSEE DETAIL 13 CUT DITCH BACK OF CURBSEE DETAIL 13CUT DITCHBACK OF CURB24" 30" RCP-IV SYSTEM RETAIN SYSTEM RETAIN GTD RETAIN REMOVE REMOVE RETAIN 24" RCP-I V36" RCP-IV 36" RCP-IV P0708 24" RCP-IV CB 0709 COLLAR & EXTEND +/-5' EXIST. RCP REMOVE 25 26 609 42.87' LT +58.23 -Y- 85' LT +15 -Y- 85' LT +80 -Y- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7U-5896 9:55:58 AMR:\Roadway\Proj\U-5896_rdy_psh07.dgnJOR661658/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET NO. 5MATCHLINE -Y- STA 23+50.00Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500NAD 8 3/ 2 0 1 1 RW REVISION: PROPOSED RW ADJUSTED ON PARCEL 609. EASEMENTS ADJUSTED ACCORDINGLY (11/12/2019)Office of: Prepared in the Fuquay-Varina, NC 27526 www.mottmac.com/americas 7621 Purfoy Road, Suite 115 RW REVISION: PROPOSED RW ADJUSTED ON PARCELS 25 & 609. EASEMENTS ADJUSTED ACCORDINGLY (1/21/2021)8/3/2021FOR HYDRO DETAILS SEE SHEET 2D-1 FOR INTERSECTION DETAIL SEE SHEET 2B-8 FOR -Y1- PROFILE SEE SHEET 13 FOR -Y- PROFILE SEE SHEET 10 RW REVISION: ADDED C/A R/W LINE ALONG PARCELS 11 AND 604 (6/16/2021)-Y- PT Sta. 26+20.50020301 -Y- SE = RC RO = 74'RO = SEE PLANS SE = NC RO = SEE PLANS SE = NC -Y- Sta. 25+85.00 END CONSTRUCTION25+00-Y-00-Y1- POT Sta. 15+52.24 -Y- POT Sta. 24+56.29 -Y1- PC Sta. 14+01.67 -Y1- PT Sta. 14+62.93 -Y1- POT Sta. 13+90.00 BEGIN CONSTRUCTION PI Sta 14+32.74 D L = 61.26' T = 31.06' R = 150.00' RO = SEE PLANS SE = NC -Y1-18'16'-Y- PC Sta. 23+21.690201CC F F FF C C F F