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HomeMy WebLinkAbout20211069 Ver 1_BP2.R018.1_Stage3Plans_3RD1_202112134 -L- S. GRIMESLAND BRIDGE RD CHICOD CREEKSMITHTOWN RDTO SR 1779 BOYDS RDTO SR-1780 CHICOD CREEKTHIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS IS NOT A CONTROL OF ACCESS PROJECT. -L- STA 11+00.00 BEGIN PROJECT -L- STA 17+86.00 END PROJECT -L- STA 14+56.00 BEGIN BRIDGE (3RD1) STAGE 3 PLANS OpenRoads Plans Developed with REPORT AS A SUPPORTING DOCUMENT. CALCULATIONS SHALL BE PROVIDED VIA A VOLUMETRIC ORD SHOWN IN SHEET 3B-1 AND ALL EARTHWORK QUANTITY THIS PLAN SET. THE SUMMARY OF EARTHWORK QUANTITIES ARE THE CROSS SECTION SUMMARY SHEET HAS BEEN REMOVED FROM UTILIZE THE FORMER ORD PRINT SYTLE. CROSS SECTION SHEETS. ALL OTHER SHEETS DEVELOPMENTAL STANDARDS FOR PLAN-ELEVATION AND PLOTTING IN THIS SET IS ACCOMPLISHED USING NCDOT'S BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS. PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS NOTE TO REVIEWER: 0.130 MILES=TOTAL LENGTH 0.020 MILES= LENGTH STRUCTURES 0.110 MILES=LENGTH ROADWAY PROJECT LENGTHS FOR TIP PROJECT BP2.R018.1: **DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE. PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE 83/2011 NAD 15+63.38- STA L- END BRIDGE83/2011NAD(SR 1565) 03/15/2022 10/15/2021 JASON M. DEBONE JOHN P. MAZERES, P.E. PITT COUNTY BRIDGE NO. 730015 ON SR 1565 (S. GRIMESLAND BRIDGE ROAD) OVER CHICOD CREEK GRADING, DRAINAGE, PAVING AND STRUCTURE 20 40 8040 D T V = = = = = = 480 840 N/A N/A 6 60 % % MPH ADT ADT 2022 2042 % * DUAL 3% * TTST =3% FUNC CLASS = LOCAL SUB-REGIONAL TIER K 0 PROFILE (HORIZONTAL) BP2.R018.1 PE 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: 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALESTBD PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER LOCATION: TYPE OF WORK:08/12/2021DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA CONTRACT:TIP PROJECT:BP2.R018.1See Sheet 1A For Index of Sheets SIGNATURE: P.E. 20 40 80400 5 10 20100 VICINITY MAP (NTS) BP2.R018.1 BP2.R018.2 BP2.R018.3 RW, UTILITIES CONSTRUCTION SIGNATURE:SIGNATURE: P.E. Offsite Detour UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL CATHRINE HOSSACK-MEYER, PE (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayettville St., NC FIRM LICENSE No: C-1506 NCDOT Contact: Prepared in the Office of: LOCATION PROJECTSR 1777BLACKJACK 33 TO GREENVILLE GRIMESLAND RDS.GRI MESLANDBRI DGE RDSR 1565SR 1780BOYDS RD GRIMESLAND TOWN RDSMITH- SR 1780BOYDS RD 33 DI XON RDBRIDGE RD MOBLEYS NC GRI DNAD 83/2001 REVISIONS5/26/20BP2.R018.1 1A3RD1 * IF REQUIRED, TO BE INCLUDED IN A SUBSEQUENT SUBMITTAL. * STRUCTURE PLANSS-1 THRU S- CROSS-SECTIONSX-1 THRU X-5 * UTILITIES BY OTHERS PLANSUO-1 THRU UO- * UTILITIES CONSTRUCTION PLANSUC-1 THRU UC- * REFORESTATION PLANSRF-1 THRU RF- * EROSION CONTROL PLANSEC-1 THRU EC- * PAVEMENT MARKING PLANSPMP-1 THRU PMP- TMP-1 THRU TMP- * TRAFFIC MANAGEMENT PLANS RIGHT OF WAY AND EASEMENT MONUMENT PLACEMENT4A PLAN AND PROFILE SHEET 4 * GEOTECHNICAL SUMMARIES3G-1 THRU 3G- DRAINAGE SUMMARIES 3D-1 ROADWAY SUMMARIES 3B-1 SPECIAL DETAILS2C-1 THRU 2C- 3 PAVEMENT SCHEDULE AND TYPICAL SECTIONS 2A-1 * SURVEY CONTROL SHEETS1C-1 THRU 1C- CONVENTIONAL SYMBOLS1B INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS1A TITLE SHEET1 SHEET SHEET NUMBER INDEX OF SHEETS UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL PREPARED BY ENGINEER PAVEMENT DESIGN ENGINEER ROADWAY DESIGN STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE GENERAL NOTES AND JOINTS FOR SEALING THE SAW CUT JOINTS AT THE BEGIN/END PROJECT LIMITS. REFER TO 2018 STANDARD SPECIFICATION 657 SEALING EXISTING PAVEMENT CRACKS ADDITIONAL NOTES (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 BP2.R018.1 1B3RD1 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 Existing Control of Access C F Existing Easement Line HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring vProposed 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 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 H-Frame Pole POWER: TELEPHONE: Telephone Cell Tower WATER: Water Manhole Water Meter Water Valve Water Hydrant TV: TV Pedestal TV Tower U/G TV Cable Hand Hole GAS: Gas Valve Gas Meter SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line 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 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 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 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 W Foundation S Building VEGETATION: Single Tree Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled FLOW *S.U.E. = Subsurface Utility Engineering WLB EIP ECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. Abandoned According to Utility Records WLB EAB EPB 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 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 Easement Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: New Right of Way Line with Pin and Cap R W C A5/26/20 10'10' 7' W/ GR GRADE POINT TYPICAL SECTION NO. 1 4' 7' W/ GR 4' 4:1 EXIST. GROUND EXIST. GROUND 10'10'1'-1"1'-1" 27'-10" CLEAR ROADWAY 3'-11"3'-11" BRIDGE TYPICAL SECTION CL 0.02 8'3:1 t o 4:1CL 0.025 -L- (SR 1565 - GRIMESLAND BRIDGE RD) -L- STA. 15+63.38 (END BRIDGE) -L- STA. 14+56.00 (BEGIN BRIDGE) TO BRIDGE 740015 OVER CHICOD CREEK 30'-0" OUT-TO-OUT BARRIER RAIL (TYP.) 42" VERT. CONC. 0.02 0.02 3:1 TO 4:1CORED SLAB UNITS (TYP.) 10 PRESTRESSED CONC. MATCHLINEMATCHLINEV A RI ESTHIS LINE GRADE TO C1 E1T T7" -L- STA. 15+63.38 (END BRIDGE) TO STA. 17+86.00 -L- STA. 11+00.00 TO STA. 14+56.00 (BEGIN BRIDGE)MATCHLINEVARIES EXIST. GROUND 3' GUARDRAIL DETAIL 0.02 0.02 E1 T 0.02 THIS LINE GRADE TOC1 7"MATCHLINEVARIES EXIST. GROUND 3' 0.02 E1 0.02 THIS LINE GRADE TO C1 7" TO BE USED IN CONJUCTION WITH TYPICAL SECTION NO. 1 T C2 -L- STA. 15+63.38 (END BRIDGE) TO STA. 17+84.00 (RT) -L- STA. 15+63.38 (END BRIDGE) TO STA. 16+38.38 (LT) -L- STA. 13+81.00 TO STA. 14+56.00 (BEGIN BRIDGE) EXISTING PAVEMENT.U EARTH MATERIAL.T AT AN AVERAGE RATE OF 456 LBS PER SQ. YD. PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, E1 PLACED IN LAYERS NOT LESS THAN 1" OR TO EXCEED 1.5" IN DEPTH. AT AN AVERAGE RATE OF 110.0 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C2 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF THE TWO LAYERS. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C1 V INCIDENTAL MILLING PAVEMENT SCHEDULE PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISENOTE: SHOULDER BERM GUTTERR1 1.5"INCIDENTAL MILLING PAVEMENT KEY-IN DETAIL (TIE-IN) -L- STA. 17+86.00 TO STA. 18+11.00 -L- STA. 10+75.00 TO STA. 11+00.00 BEGIN/ END PROJECT 25' U PAVEMENT PROPOSED PAVEMENT EXISTING C23"BY THE ENGINEER TO ENSURE A PROPER TIE-IN. GRADE AND MILLING LIMITS MAY BE ADJUSTED STATION RANGES ARE APPROXIMATE ONLY. 0.025 *** VARIES, SEE STRUCTURE PLANS, 1 ⅝" MIN - 2 ¾" MAX*** -L- (SR 1565 - S. GRIMESLAND BRIDGE RD) REVISIONSUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL5/26/20PREPARED BY STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 BP2.R018.1 2A-13RD1 ENGINEER PAVEMENT DESIGN ENGINEER ROADWAY DESIGN EXIST. GROUND 2'-4"VARIES 3' 6" VARIES 0.02 2:1 TO 3:1VARIES E1 C1 SBG DETAIL TO BE USED IN CONJUCTION WITH TYPICAL SECTION NO. 1 -L- STA. 15+74.25 (END APPROACH SLAB) TO STA. 17+34.00 (RT) -L- STA. 14+29.00 (RT) TO STA. 14+45.12 (BEGIN APPROACH SLAB) PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE VARIES VARI ES7" THIS LINE GRADE TO V A RIE S 2:1 TO 3:1 2:1 TO 3:1FDPS 2' FDPS 2' V (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 T R1 5/26/20BP2.R018.1 2C-13RD1 PREPARED BY STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 BP2.R018.1 2C-23RD1 PREPARED BY STATE OF NORTH CAROLINA HIGHWAY DIVISION 25/26/20PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 5/26/20BP2.R018.1 2C-33RD1 PREPARED BY STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA COMPUTED BY: CHECKED BY:DATE: DATE:09/2021 09/2021 JMD JPM REVISIONS5/26/203B-13RD1 BP2.R018.1 UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL PREPARED BY ENGINEER PAVEMENT DESIGN ENGINEER ROADWAY DESIGN STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE TRAINING. BY NAMED BOUNDARY REPORTS AS DESCRIBED IN THE ORD QUICKSTART ALL EARTHWORK QUANTITIES WERE DERIVED FROM ORD QUANTITIES CONTRACT LUMP SUM PRICE FOR "GRADING". AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID FOR AT THE BORROW EXCAVATION, FINE GRADING CLEARING AND GRUBBING APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION,NOTE: (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA COMPUTED BY: CHECKED BY:DATE: DATE:09/2021 09/2021 JRM EPA REVISIONS5/26/203D-13RD1 BP2.R018.1 UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL PREPARED BY ENGINEER PAVEMENT DESIGN ENGINEER ROADWAY DESIGN STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 ELECTRIC FENCE ELECTRIC FENCE ELECTR IC FENCE WOOD FENCE GR DriveGR Dr i veWOODED WOODED WOODED BM1 BP2-R018 GPS-2 BL-1 BL-218" RCP12" HDPE EOI EOI 6" PVC 6 " PVC EOR BRIDGE RD.SR 1565 S. GRIMESLAND BRIDGE RD . SR 1565 S . GRIMESLAND TS23°00'16.0"E134.59'S19°38'48.0"E130.55'S07°28'56.0"W280.87' N 72°05'47.5" E182.55'N78°30'55.4"W65.63'S27°06'32.7"EEXISTING R/WGREGORY C. BOYD HARDEE FAMILY HOLDINGS, LLC TJA, LLC RACHEL R. PERKINS RACHEL R. PERKINS DB 3756 PG 617 MB 83 PG 122 DB 2972 PG 626 MB 83 PG 122 DB 364 PG 301 MB 13 PG 48 DB 3395 PG 280 DB 3395 PG 280 MB 13 PG 48 BOYDS RDTO SR 1780 SMITHTOWN RDTO SR 1779 PROJECT. SEE GENERAL NOTES FOR SEALING TIE IN JOINTS AT BEGIN/END 8.) SEE SHEET 5 FOR PROFILE.7.) SEE SHEET 4A FOR R/W AND EASEMENT STATIONING.6.) ELEVATION: 20.5450' NORTHING: 653782.9415' EASTING: 2538979.9855' BENCHMARK INFORMATION:5.) CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE. DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL 4.) OF PROJECT ARE APPROXIMATELY 10.0 FT WIDE. EXISTING PAVEMENT LANE WIDTHS AT THE BEGINNING AND END3.) ALL GUARDRAIL ANCHOR UNITS ARE GREU TL-3.2.) ALL BRIDGE GUARDRAIL ANCHOR UNITS ARE TYPE III.1.) NOTES:EX10EX10108:1 8:18:1 1520POT STA 11+00.00 BEGIN PROJECT -L-01020002010220304040304004-F- -F- -F--F- -F- -F- -F- -F--F- -F- -F- -F- 20' INC (TYP.) 20 ' INC (TYP .)CHICOD CREEKCHICOD CREEK60.0' EXIST. ROW-C-03025025N10°41'18.0"E -L- -L- N02°29'55.0"E-L- START 10+00.00-L- PC 10+79.84-L- PT 13+38.96-L- PC 15+52.99-L- PT 16+53.18-L- PC 18+76.92-L- PT 20+15.67-L- END 20+60.92R = 1,273.24 Tc = 130.01 Lc = 259.12 D = 04°30'00.00" Δc = 11°39'38.0" (RT) Plc 12+09.85 CUR DATA -L- R = 636.62 Tc = 50.20 Lc = 100.19 D = 09°00'00.00" Δc = 09°01'01.0" (RT) Plc 16+03.19 CUR DATA -L- R = 636.62 Tc = 69.65 Lc = 138.75 D = 09°00'00.00" Δc = 12°29'16.0" (LT) Plc 19+46.57 CUR DATA -L- 17+86.00POT STA -LEND PROJECT - -F- -C- -C- -C- -F- -F- 14+45.12- STA L- BEGIN APPROACH SLAB 15+63.38- STA L- END BRIDGE N14°09'33.0"E -L- -C- N23°10'34.0"E -L- 14+56.00- STA L- BEGIN BRIDGE EXEX020110 ' 2 ' FDPS 2' FDPS 2' FDPS 15+74.25- STA L- END APPROACH SLAB 2:13:1D ( Not to Scale) ROADSIDE DITCH FROM -L- STA. 14+03 TO -L- STA. 14+30 -RT- Min. D= 1 Ft. DETAIL A ROAD PROPOSED Ground Natural 0402 TB 2GI 2GI TB 0403 SHOULDER POINT CL II GRANITE RIP RAP 0404 SEE DETAIL C GRASSED SWALE BEGIN SBG+29 RETAIN RETAIN 3:13:1D ( Not to Scale)'V' TAILDITCH GRASSED SWALE -RT- FROM -L- STA. 13+97 TO -L- STA. 14+03 LONGIT. SLOPE (FT/FT): 2.856% DETAIL B GROUND NAURAL Ground Natural DDE: 2 CY Min. D= 1 Ft. LENGTH: 14' SEE DETAIL A ROADSIDE DITCH FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT- END ELEV: 23.2' BEGIN ELEV: 23.6' EST 7 SY GEOTEXTILE CL B GRANITE RIP RAP EST 2 TONS 4:13:1D ( Not to Scale) GRASSED SWALE -RT- FROM -L- STA. 16+51 TO -L- STA. 17+10 Min. D= 1.0 Ft. DETAIL C GROUND NATURAL ROAD PROPOSED 17+10 RT -L- 16+51 TO D10= 0.7' V10= 1.4 FPS Q10= 2.8 CFS D2= 0.6' V2= 1.3 FPS Q2= 2.2 CFS L PRO.= 59' L REQ.= 48' SLOPE= 0.34% DA= 0.48 AC 14+03 RT -L- 13+97 TO D10= 0.2' V10= 2.0 FPS Q10= 0.4 CFS D2= 0.2' V2= 1.7 FPS Q2= 0.3 CFS L PRO.= 14' L REQ.= 6' SLOPE= 2.86% DA= 0.06 AC GRASS SWALE DATA SEE DETAIL B SWALE GRASSED TAILDITCH EST 7 SY GEOTEXTILE TONS CL B GRANITE RIP RAP EST 2 ROADSIDE DITCH SEE DETAIL A EST 7 SY GEOTEXTILE CL B GRANITE RIP RAP EST 2 TONS 15" FLUME MOD. CONC. SBG+34 END EST 7 SY GEOTEXTILE TONS CL B GRANITE RIP RAP EST 2 TB 2GI 0401 15" RCP CLASS IV CLASS IV 15" RCP TOP OF BANK TO USE SOUTHEAST QUADRANT JS LINE AS WASHINGTON REGIONAL OFFICE - DOT COORDINATOR PERMISSION WAS GIVEN BY NCDEQ1.) HYDRAULICS NOTE: GRASS SWALE DATA SBG+75 BEGIN (STR. PAY ITEM) EXCAVATION STRUCTURE 1 GREGORY C. BOYD 4 HARDEE FAMILY HOLDINGS, LLC 2 RACHEL R. PERKINS 3 TJA, LLC 2 RACHEL R. PERKINS 83/2011 NAD5/26/20UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL PREPARED BY ENGINEER PAVEMENT DESIGN ENGINEER ROADWAY DESIGN STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 PREPARED BY (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 4 BP2.R018.1 3RD1 PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE ELECTRIC FENCE ELECTRIC FENCE ELECTR IC FENCE WOOD FENCE GR DriveGR Dr i veWOODED WOODED WOODED BM1 BP2-R018 GPS-2 BL-1 BL-218" RCP12" HDPE I NV=24.17' I NV=24.52' I NV=25.94' EOI EOI 6" PVC 6 " PVC EOR BRIDGE RD.SR 1565 S. GRIMESLAND BRIDGE RD .SR 1565 S . GRIMESLAND I NV=25.13'T112.73'S53°36'46.6"E87.00'S00°09'52.7"E101.71'S23°00'16.0"E134.59'S19°38'48.0"E130.55'S07°28'56.0"W172.75'N59°43'41.4"W280.87' N 72°05'47.5" E182.55'N78°30'55.4"W65.63'S27°06'32.7"EEXISTING R/WGREGORY C. BOYD HARDEE FAMILY HOLDINGS, LLC TJA, LLC RACHEL R. PERKINS RACHEL R. PERKINS DB 3756 PG 617 MB 83 PG 122 DB 2972 PG 626 MB 83 PG 122 DB 364 PG 301 MB 13 PG 48 DB 3395 PG 280 DB 3395 PG 280 MB 13 PG 48 1 GREGORY C. BOYD 4 HARDEE FAMILY HOLDINGS, LLC 2 RACHEL R. PERKINS 3 TJA, LLC 2 RACHEL R. PERKINS 45.00 (RT) -L -+46.00 30.00 (RT) -L -+46.00 50.00 (RT) -L -+86.00 30.00 (RT) -L -+88.00 45.00 (RT) -L -+88.00 30.00 (RT) -L -+06.00 45.00 (RT) -L -+06.00 30.38 (RT) -L -+45.00 50.00 (RT) -L -+45.00 50.00 (RT) -L -+20.00 30.00 (RT) -L -+20.00 30.00 (LT) -L -+00.00 35.00 (LT) -L -+00.00 35.00 (LT) -L -+14.00 50.00 (LT) -L -+14.00 30.00 (LT) -L -+14.00 30.00 (LT) -L -+99.00 50.00 (LT) -L -+99.00 30.00 (RT) -L -+86.00 48.08 (RT) -L -+52.99 50.00 (LT) -L -+52.99 50.00 (LT) -L -+53.18 50.04 (RT) -L -+53.18 50.00 (LT) -L -+38.96 BOYDS RDTO SR 1780 SMITHTOWN RDTO SR 1779 SEE SHEET 5 FOR PROFILE.2.) SEE SHEET 4 FOR PLAN VIEW.1.) NOTES:108:1 8:18:18:1 1520POT STA 11+00.00 BEGIN PROJECT -L-4-F- -F- -F--F- -F- -F- -F- -F--F- -F- -F- -F-CHICOD CREEKCHICOD CREEK-C-N10°41'18.0"E -L- -L- N02°29'55.0"E-L- START 10+00.00-L- PC 10+79.84-L- PT 13+38.96-L- PC 15+52.99-L- PT 16+53.18-L- PC 18+76.92-L- PT 20+15.67-L- END 20+60.92R = 1,273.24 Tc = 130.01 Lc = 259.12 D = 04°30'00.00" Δc = 11°39'38.0" (RT) Plc 12+09.85 CUR DATA -L- R = 636.62 Tc = 50.20 Lc = 100.19 D = 09°00'00.00" Δc = 09°01'01.0" (RT) Plc 16+03.19 CUR DATA -L- R = 636.62 Tc = 69.65 Lc = 138.75 D = 09°00'00.00" Δc = 12°29'16.0" (LT) Plc 19+46.57 CUR DATA -L- 9+96.72POT STA -LEND PROJECT - -F--C- -C- -C- -F- -F- N14°09'33.0"E -L- -C- N23°10'34.0"E -L- 83/2011 NAD PLACEMENT (DESIGN FOR INFORMATION ONLY) DETAIL FOR RIGHT OF WAY AND EASEMENT MONUMENT REVISIONSENGINEER ROADWAY DESIGN ENGINEER HYDRAULICS UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL5/26/20BP2.R018.1 4A3RD1 PREPARED BY STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 BRIDGE HYDRAULIC DATA = 27.3 FTOVERTOPPING ELEVATION = 100+ YRSOVERTOPPING FREQUENCY = 2850 CFSOVERTOPPING DISCHARGE = 27.1 FTBASE HW ELEVATION = 100 YRSBASE FREQUENCY = 2603 CFSBASE DISCHARGE = 25.6 FTDESIGN HW ELEVATION = 25 YRSDESIGN FREQUENCY = 1400 CFSDESIGN DISCHARGE -L- STA 17+86.00 END GRADE -L- STA 11+00.00 BEGIN GRADE PROPOSED PROFILE EXISTING GROUND30.5411+60.00VPC(-)2.5000% -L-32.0411+00.0032.0428.0434.5829.6229.410 0 10 10 10 10 20 20 20 20 30 30 40 40 50 50 +50 +50 +50 +50 +50 +50 +50 +50 +50 +50 +50 +50+50+50+50+50+50+50+50+50+50+50 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 27.0927.4726.5527.6426.8027.3626.5427.1226.4227.5327.6527.4927.09(+)0.3500%VHPNCVPCVPCVPTVPTVPTVPIVPIVPIVLPVLP(-)0.5588%(+)0.6979%-L--L-27.5317+86.0026.8616+90.0027.4217+70.0027.1116+81.1527.3116+10.0027.3616+00.0027.6415+01.6227.5314+40.1227.8115+20.0027.5314+39.7427.4714+05.6127.0413+00.00-L- SR 1565 (S. GRIMESLAND BRIDGE RD) FOR STRUCTURES PLANS, SEE SHEETS S-1 THRU S-??2.) SEE SHEET 4 FOR PLAN VIEW.1.) NOTES: NWSEL = 22.2' 27.1' 100-YEAR WSEL ELEV = 23.1'STA 15+90 -L-BEGIN DITCH LT (+) 0.888%ELEV = 23.9'STA 16+80 -L-END DITCH LT ELEV = 23.6'STA 14+03 -L-BEGIN DITCH RT (+) 1.481%ELEV = 24.0'STA 14+30 -L-END DITCH RT 1. 5: 1 1.5:13.5'TYP25.6' 25-YEAR WSEL ELEV = 23.5'STA 17+10 -L-END DITCH RT ELEV = 23.3'STA 16+51 -L-BEGIN DITCH RT (+) 0.339% DS = 50 K = 98 L = 280 DS = 55 K = 127 L = 160 DS = 60 K = 176 L = 1605/26/20UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL PREPARED BY ENGINEER PAVEMENT DESIGN ENGINEER ROADWAY DESIGN STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 PREPARED BY 5 BP2.R018.1 3RD1 PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE DATE PRINTED TRANSMITTED BY SCALE (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 +3.8% 3:1 +3.7% -3.8% 4 :1-3.7% GP 32.04-0.00EOT32.41-10.00EOT31.6610.00PSPSSBP32.41-16.00SBP31.4416.00SSSS32.49-12.0031.5912.0031.1916.9929.25-25.4931.83-10.0031.0810.0031.46-0.00-3.8% -2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 20 20 25 25 30 30 35 35 40 40 F F L 11+00.00PR R/W TE+4.0% 3:1 +4.0% -4.0% 4 :1-4.0% GP 30.790.00EOT31.19-10.00EOT30.3910.00PSPSSBP31.19-16.00SBP30.1516.00SSSS31.27-12.0030.3112.0029.7417.6228.09-25.2930.61-10.0029.8110.0030.210.00-4.0% -2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 20 20 25 25 30 30 35 35 40 40 F FPR R/W TEL 11+50.00 +4.0% 3:1 +4.0% -4.0% 4 :1-4.0% GP 29.620.00EOT30.02-10.00EOT29.2210.00PSPSSBP30.02-16.00SBP28.9816.00SSSS30.10-12.0029.1412.0028.3218.6426.92-25.2929.44-10.0028.6410.0029.040.00-4.0% -2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 20 20 25 25 30 30 35 35 40 40 F F5/26/205 100 X 1 BEGIN PROJECT -L- 11+00.00 BP2.R018.1 L 12+00.00 (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 PR R/W TE +4.0% 3:1 +4.0% -4.0%3:1-4.0% GP 28.70-0.00EOT29.10-10.00EOT28.3010.00PSPSSBP29.10-16.00SBP28.0616.00SSSS29.18-12.0028.2212.0026.9519.3525.94-25.4928.52-10.0027.7210.0028.12-0.00-4.0% -2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 15 15 20 20 25 25 30 30 35 35 F F L 12+50.00PR R/W TE+4.0% 3:1 +4.0% -4.0%3:1-4.0% GP 28.04-0.00EOT28.44-10.00EOT27.6410.00PSPSSBP28.44-16.00SBP27.4016.00SSSS28.52-12.0027.5612.0025.9520.3425.00-26.3227.85-10.0027.0510.0027.45-0.00-4.0% -2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 15 15 20 20 25 25 30 30 35 35 F F L 13+00.00PR R/W TE+3.4% 3:1 +3.4% -3.4%3:1-3.4% GP 27.630.00EOT27.97-10.00EOT27.2810.00PSPSSBP27.96-16.00SBP27.0816.00SSSS28.04-12.0027.2112.0025.2621.4325.64-22.9827.39-10.0026.7010.0027.040.00-3.4% -2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 15 15 20 20 25 25 30 30 35 35 F F5/26/205 100 X 2 BP2.R018.1 L 13+50.00 (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 PR R/W TEPR R/W PE 2.3:1+2.5% 3:1 +2.5% -2.5%2.1:1-2.5% GP 27.470.00EOT27.72-10.00EOT27.2210.00PSPSSBP27.76-18.69SBP27.0118.43SSSS27.84-14.6927.1114.4325.6521.3024.87-27.3627.14-10.0026.6410.0026.890.00-2.5% -2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 15 15 20 20 25 25 30 30 35 35 F F GRASSED TAILDITCH SWALE L 14+00.00PR R/W PEPR R/W PE2:12:1 +2.5%-2.5% GP 27.560.00EOT27.81-10.00EOT27.3110.00-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 15 15 20 20 25 25 30 30 35 35 RIP RAP CLASS II GRANITE RIP RAP CLASS II GRANITE L 14+50.00PR R/W TEPR R/W PE27.90-10.0027.650.00GP 27.4010.00+2.5%-2.5% L -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 10 10 15 15 20 20 25 25 30 30 35 355/26/205 100 X 3 BEGIN BRIDGE -L- 14+56.00 BP2.R018.1 15+00.00 (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 PR R/W TEPR R/W PE 27.3310.00-2.5%EOTGP 27.580.00+2.5%27.83-10.00EOTL -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 10 10 15 15 20 20 25 25 30 30 35 35 15+50.00PR R/W TEPR R/W PE3:1C 23.52-28.94SS+3.9% 2:1 +3.9%2:1-2.8%-3.9% GP 27.36-0.00EOT27.75-10.00EOT26.9810.00PSSBP27.84-18.36SBP27.1417.80DPSS27.92-14.3623.12-27.7924.8722.3427.16-10.0026.3910.0026.0120.0526.78-0.00BOC-T27.2014.80-2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 10 10 15 15 20 20 25 25 30 30 35 35 F L 16+00.00PR R/W TEPR R/W PE3: 1 C +3.0% 2:1 +3.0%3.18:1-2.4%-3.0% GP 27.15-0.00EOT27.45-10.00EOT26.8510.00PSSBP27.50-18.37SBP27.0217.80DPSS27.58-14.3723.33-26.7123.5328.9026.86-10.0026.2610.0025.9321.2826.56-0.00BOC-T27.0814.80-2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 15 15 20 20 25 25 30 30 35 35 F24.86-31.31SS5/26/205 100 X 4 END BRIDGE -L- 15+63.38 BP2.R018.1 L 16+50.00 (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 PR R/W PEPR R/W PE 4:1 SSC 25.7940.21+0.5% 3:1 +0.5%4:1-2.0%-2.0% GP 27.120.00EOT27.17-10.00EOT26.9210.00PSSBP27.10-16.00SBP27.1117.80DPSS27.18-12.0023.4632.4124.68-23.2626.59-10.0026.3410.0026.1021.8426.540.00BOC-T27.1714.80-2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 15 15 20 20 25 25 30 30 35 35 F L 17+00.00PR R/W PE-1.0%3:1 -1.0%-2.0%3:1-2.0% GP 27.290.00EOT27.19-10.00EOT27.0910.00PSPSSBP27.09-16.00SBP26.9318.41SSSS27.17-12.0027.0114.4126.2220.5425.70-20.1726.61-10.0026.5110.0026.710.00-2.0%-2.0% -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 20 20 25 25 30 30 35 35 F F5/26/205 100 X 5 END PROJECT -L- 17+86.00 BP2.R018.1 L 17+50.00 (919)882-7839 Raleigh, NC 27601 Suite 1500 301 Fayetteville Street, NC FIRM LICENSE No: C-1506 PR R/W TE