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Home My WebLink About20210303 Ver 1_Meeting Request Review Doc Attachment_20210208Creek Walnut Creek END PROJECT BEGIN PROJECT Little Buck Creek SR (1533) Walnut Creek Rd SR (1538) Buck Creek Rd SR (1531)Ledford Branch RdSR (1532) Glenview Ln NC 28/ US 64 0 PROFILE (HORIZONTAL) 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 PROJECT ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL)DEPARTMEN T O F TRA N S PORTATIONSTATE O F NORT H CAR O LI NA1020 20 2001020 4 2 0 4 8 PLANS PREPARED FOR THE NCDOT BY: VICINITY MAP N.T.S. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 40 P.E. 40 NCDOT CONTACT: PROJECT LENGTH DHV D T V = = = = =MPH ADT =ADT DESIGN DATA SIGNATURE: P.E. P.E. ENGINEER HYDRAULICS SIGNATURE: ENGINEER DESIGN ROADWAY WindsoWAR:\Roadway\Proj\SHT\17BP14R159_rdy_psh01_tsh.dgn7/25/2018NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 6% Division Bridge Manager NIKKI T. HONEYCUTT, PE 2025 TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE CONTRACT:NORTH CAROLINA N/A N/A MACON COUNTY 2010 JOSH DEYTON, PE See Sheet 1B For Standard Symbology Sheet See Sheet 1A For Index of Sheets 25 1100 2200PROJECT WBS: 17BP.14.R.15917BP.14.R.159 17BP.14.R.159 SR 1533 (WALNUT CREEK RD) LOCATION: BRIDGE #204 OVER WALNUT CREEK ON Scale : 40 4 -L- STA. 16+70.00 END PROJECT WBS 17BP.14.R.159 WALNUT CREEKTOTAL LENGTH OF PROJECT WBS 17BP.14.R.159 = 0.100 MILES LENGTH OF STRUCTURE PROJECT WBS 17BP.14.R.159 = 0.010 MILES LENGTH OF ROADWAY PROJECT WBS 17BP.14.R.159 = 0.090 MILES -L- SR 1533 (WALNUT CREEK ROAD)TO SR 1163-L- STA. 15+14.25 END CULVERT -L- STA. 14+61.75 BEGIN CULVERT PROJECT DESIGNERJANUARY 27, 2026 17BP.14.R.159 ROW & UTILITIES FINAL PLANS2018 STANDARD SPECIFICATIONS 17BP.14.R.159 CONSTRUCTION BEGIN PROJECT WBS 17BP.14.R.159 -L- STA. 11+40.00 TO NC 28 / US 64 AUGUST 25, 2017 SUB REGIONAL TIER FUNC. CLASSIFICATION: CLARK GROVES NAD 83 NA 2011 GRADE LINE: GRADING AND SURFACING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.04 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. SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01. 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. RIGHT-OF-WAY MARKERS: STD.NO. TITLE DIVISION 2 - EARTHWORK 200.02 Method of Clearing - Method II 225.02 Guide for Grading Subgrade - Secondary and Local 225.04 Method of Obtaining Superelevation - Two Lane Pavement GENERAL NOTES STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C., considered a part of these plans: INDEX OF SHEETS SHEET NUMBER 1 SHEET TITLE SHEET AND LIST OF STANDARD DRAWINGS INDEX OF SHEETS, GENERAL NOTES, CONVENTIONAL SYMBOLS TRAFFIC MANAGEMENT PLANS CROSS-SECTIONS DIVISION 5 - SUBGRADE, BASES AND SHOULDERS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 8 - INCIDENTALS 862.01 Guardrail Placement DIVISION 11 - WORK ZONE TRAFFIC CONTROL 1145.01 Barricades - Type III 1110.01 Stationary Work Zone Signs - Mounting Height & Lateral Clearance DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT 1605.01 Temporary Silt Fence 1607.01 Gravel Construction Entrance 1630.06 Special Stilling Basin 1630.04 Stilling Basin For Pumped Effluent 1645.01 Temporary Stream Crossing 1635.01 Rock Pipe Inlet Sediment Trap Type B 1633.01 Temporary Rock Silt Check Type A 1632.03 Rock Inlet Sediment Trap Type C 1631.01 Matting Installation WindsoWAR:\Roadway\Proj\SHT\17BP14R159_rdy_psh01A.dgn7/25/20181101.03 Temporary Road Closures NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER R/W SHEET NO. 1A EROSION CONTROL PLANSEC-1 THRU EC-7 RF-1 REFORESTATION DETAIL SHEET UO-1 THRU UO-2 UTILITIES BY OTHERS PLANS SUMMARIES SHEET 17BP.14.R.159 TMP-1 THRU TMP-5 4 PLAN AND PROFILE SHEET X-1 THRU X-15 1A 1B 2A-1 3B-1 1101.01 Work Zone Warning Signs 1101.02 Temporary Lane Closures 1101.04 Temporary Shoulder Closures 1101.05 Work Zone Vehicle Accesses 1101.11 Traffic Control Design Tables 1110.02 Portable Work Zone Signs 1130.01 Drum 1135.01 Cones 1150.01 Flagging Devices 1180.01 Skinny Drum DIVISION 12 - PAVEMENT MARKINGS, MARKERS AND DELINEATION 1205.01 Pavement Markings - Line Types and Offsets 1205.02 Pavement Markings - Two Lane and Multilane Roadways 1261.01 Guardrail & Barrier Delineator Spacing 1261.02 Guardrail & Barrier Delineator Types 1262.01 Guardrail End Delineation PMP-1 PAVEMENT MARKING PLANS C-1 THRU C-13 CULVERT PLANS STANDARD NOTESSN GENERAL NOTES: 2018 SPECIFICATIONS EFFECTIVE: 01-01-2018 2018 ROADWAY ENGLISH STANDARD DRAWINGS EFF. January, 2018 Dated January, 2018 are applicable to this project and by reference hereby are WITH SECTION 810 OF THE 2018 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT IN ACCORDANCE UTILITIES: UTILITY OWNERS ON THIS PROJECT IS FRONTIER. ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS. SUBSURFACE PLANS: 862.02 Guardrail Installation 862.03 Guardrail Anchors 2C-1 THRU 2C-2 ROADWAY DETAIL TYPICAL SECTIONS AND DETAILS SUBSURFACE INFORMATION IS AVAILABLE ON THE STRUCTURE PORTION OF THIS PROJECT ONLY. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURVACE CONDITIONS. SURVEY CONTROL TSH SURVEY CONTROL PLANSHEETRW02C-1THRU RW02C-3 RW02D-1 PROP ALIGNMENT SHEET RIGHT OF WAY, EASEMENT, AND PROPERTY TIES RW03E-1 RIGHT OF WAY CONTROL SHEET RW04 RW01 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 WW 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. 1B17BP.14.R.159 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 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 TUE NC GRI DNAD 83 NA 2011-EL- -EL- -EL- 1 1/ 2 S F DSPRING SPRING 1 S FD 1 1/2 S FD 1 1/2 S FD GRAVEL GR WOODGR GR S FD1 1/2 GRSR 1533 19' BST WALNUT CREEK RD. WALNUT CREEK W A LN U T C R E EK W ALNUT CREEK RD.SR 1533 19' BSTGR 0.48 MI. +/- TO SR 1532 2.10 MI. +/- TO US 64 CONC CONCCONCGRS T OCKT ON RD. GR ELEV.=2,753.01' E=727,266.1037 N=537,131.1662 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (BL-1) ELEV.=2,762.32' BM-1 ELEV.=2,786.00' E=727,472.9907 N=537,967.3118 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (BL-3) ELEV.=2,773.37' BM-2 POTPCPTPCPTPCPTPCPTPCPTPCPOCPT45.36' N 09°12'00"E 71.27'N 04°22'00"W 38.57' N 11°21'00"E ELEV.=2,767.78' E=727,258.7930 N=537,607.0141 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (BL-2) 10.95' N 09°22'00"W 15.24'N 36°01'00"E36.72'N 36°59'00"ESHEET NO.PROJECT REFERENCE NO.6/2/997/25/2018R:\Roadway\Proj\Survey Control\550204_ls_rw02c-1.dgnWindsoWALocation and Surveys W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION SURVEY CONTROL SHEET NOTES: AND SURVEYS UNIT. FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT THE LOCATION 2. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCES. IF 1. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM. RW02C-1 ALIGNMENT DETAILS FOR FURTHER SEE SHEET RW02C-3 GR 17BP.14.R.159Scale : 50 SHEET NO.PROJECT REFERENCE NO.6/2/997/25/2018R:\Roadway\Proj\Survey Control\550204_ls_rw02c-2.dgnWindsoWALocation and Surveys W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION SURVEY CONTROL SHEET NOTES: AND SURVEYS UNIT. FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT THE LOCATION 2. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCES. IF 1. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM. 3 BL-3 537967.3118 727472.9907 2786.00 2 BL-2 537607.0141 727258.7930 2767.78 1 BL-1 537131.1662 727266.1037 2753.01 ------------ ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION BL RW02C-2 **************************************** NAIL SET IN BASE OF 18" POPLAR N 537404 E 727229 BM1 ELEVATION = 2762.32' **************************************** **************************************** NAIL SET IN BASE OF 15" OAK N 537685 E 727252 BM2 ELEVATION = 2773.37' **************************************** 17BP.14.R.159Scale : 50 EL POINT N E BEARING DIST DELTA D L T R POT 537129.624 727254.041 LINE N 09°12'00.0" E 45.36 PC 537174.402 727261.294 CURVE N 02°25'00.0" E 135.35 13°34'00.0"(LT)10°00'00.0"135.67 68.15 572.96 PT 537309.632 727267.001 LINE N 04°22'00.0" W 71.27 PC 537380.695 727261.574 CURVE N 03°29'30.0" E 111.91 15°43'00.0"(RT)14°00'00.0"112.26 56.49 409.26 PT 537492.398 727268.390 LINE N 11°21'00.0" E 38.57 PC 537530.212 727275.981 CURVE N 00°59'30.0" E 58.87 20°43'00.0"(LT)35°00'00.0"59.19 29.92 163.70 PT 537589.072 727276.999 LINE N 09°22'00.0" W 10.95 PC 537599.874 727275.218 CURVE N 13°19'30.0" E 124.52 45°23'00.0"(RT)35°30'00.0"127.84 67.49 161.40 PT 537721.046 727303.917 LINE N 36°01'00.0" E 15.24 PC 537733.370 727312.877 CURVE N 36°30'00.0" E 48.33 00°58'00.0"(RT)02°00'00.0"48.33 24.17 2864.79 PT 537772.223 727341.626 LINE N 36°59'00.0" E 36.72 PC 537801.553 727363.715 CURVE N 33°34'34.2" E 104.77 06°48'51.7"(LT)06°30'00.0"104.84 52.48 881.47 PCC 537888.846 727421.660 CURVE N 24°37'34.2" E 113.52 11°05'08.3"(LT)09°45'00.0"113.70 57.03 587.65 PT 537888.846 727421.660 SHEET NO.PROJECT REFERENCE NO.6/2/997/25/2018R:\Roadway\Proj\Survey Control\550204_ls_rw02c-3.dgnWindsoWALocation and Surveys W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION SURVEY CONTROL SHEET NOTES: AND SURVEYS UNIT. FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT THE LOCATION 2. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCES. IF 1. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM. RW02C-317BP.14.R.159Scale : 50 SHEET NO.PROJECT REFERENCE NO.6/2/997/25/2018R:\Roadway\Proj\Survey Control\550204_ls_rw02d-1.dgnWindsoWALocation and Surveys NOTES: PROPOSED ALIGNMENT CONTROL SHEET THE LOCATION AND SURVEYS UNIT. SOURCES. IF FURTHER INFORMATINO REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT 2. THE PROPOSED ALIGNMENT CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS 1. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM. L TYPE STATION NORTH EAST POT 10+00.00 537123.9636 727253.3135 PC 10+50.00 537173.3485 727261.1323 PRC 11+40.21 537263.1684 727268.5002 PT 13+56.27 537478.7560 727281.3157 PC 15+50.07 537671.3391 727302.9901 PRC 16+67.85 537779.0884 727346.7733 PCC 17+88.08 537877.9196 727415.1443 PT 19+26.37 538003.2439 727472.8229 POT 19+60.00 538035.2504 727483.1502 RW02D-117BP.14.R.159Scale : 50 SHEET NO.PROJECT REFERENCE NO.6/2/997/25/2018R:\Roadway\Proj\Survey Control\550204_ls_rw03e-1.dgnWindsoWALocation and Surveys SURVEYOR PROJECT NOTES: IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. 1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL 2. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM. RIGHT OF WAY CONTROL SHEET ROW Marker Iron Pin and Cap-E ALIGN STATION OFFSET NORTH EAST L 12+00.00 26.39 537322.0006 727296.1438 L 12+78.00 76.00 537395.2136 727349.8410 L 13+78.00 77.00 537491.7334 727360.2624 L 14+95.00 52.00 537610.7953 727348.5045 L 15+87.00 77.00 537685.9376 727384.1625 L 16+31.00 27.84 537735.1249 727351.3683 RW03E-1 Standards as directed in the NCDOT Location & Surveys guidelines and procedures. map Compilation, R/W Staking) performed under my responsible charge meet NCDOT Survey hereby certify to the best of my knowledge and belief that the following work item(s) (Base I, _____________________________, a Professional Land Surveyor in the state of North Carolina individual data sources. others and provided to me by NCDOT and do not certify to the accuracy or quality of the I further certify that the data compiled came from available surveys/mapping performed by determination). staking which may be subject to change due to right of way revisions (See deeds for final by others; and these monuments denote the right of way and easement boundaries at the time of survey control provided by others; that the depicted property data shown herein were surveyed easement points shown herein have been field monumented under my supervision from existing on the corresponding highway plans. I also certify that the right of way and permanent and are accurate representations of the right of way and permanent easement points depicted outlined in the tables shown hereon (localized coordinates, station/offset) have been checked I further certify that the right of way and permanent easement points shown herein and Professional Land Surveyor PLS # Seal _____________________________ L-_____ Witness my original signature, registration number and seal this ____ day of _____, 20__. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.159Scale : 50 -L- -L- STA. 11+40.00 BEGIN PROJECT WBS 17BP.14.R.159 -L- STA. 16+70.00 END PROJECT WBS 17BP.14.R.159 WALNUT CREEK-L- SR 1533 (WALNUT CREEK ROAD) TO NC 28 TO SR 1163 -L- STA. 15+14.25 END CULVERT -L- STA. 14+61.75 BEGIN CULVERT -L- STA. 18+00.00 END CONSTRUCTION TBD JANUARY 27, 2026 RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO.NO. TOTAL SHEETS SHEET Prepared in the Office of: SIGNATURE: DIVISION OF HIGHWAYS09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 7/25/2018R:\Roadway\Proj\Survey Control\550204_ls_rw01.dgnWindsoWA1000 Birch Ridge Dr., Raleigh NC, 27610TIP PROJECT:ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NA2017 STANDARD SPECIFICATIONS RW01N.C. RIGHT OF WAY, EASEMENTS AND PROPERTY TIES SURVEY CONTROL, EXISTING CENTERLINES, SURVEYOR PROFESSIONAL LAND 0 PLANS 50 25 50 100 GRAPHIC SCALE DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF "GPS-101" TO -L- STATION 11+40.00 IS VERTICAL DATUM USED IS NAVD 88 LOCALIZED HORIZONTAL GROUND DISTANCE FROM NORTHING: 539,017.9220(ft) EASTING: 728,710.7010(ft) ELEVATION: 2,832.270(ft) (GROUND TO GRID) IS: 0.99979610 NCDOT FOR MONUMENT "GPS-101" S 39^24'58.24" W 2271.37(ft) MACON COUNTY DATE:55-0204RW4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.159Scale : 50 NAD 83 NA 2011 NC GRI DNAD 83 NA 2011W 1 1/ 2 S F DSPRING SPRING 1 S FD 1 1/2 S FD 1 1/2 S FD GR WOOD4" PVC GR GR S FD1 1/2 3/4" BL A C K PL ASTIC A/ G WATE R LI NE GRN 86°54'59" W201.27'S 8 4 ° 0 5' 0 1 " W1 7 5. 7 9' S 4 6°3 5'2 7" W2 3 0.19' S 02°46'40" W 154.43' S 4 6°3 5'2 7" W9 3.3 7' S 4 6°3 5'2 7" W10 6.6 3'N 8 3 ° 0 5' 0 1" E1 1 3. 9 4' EIP EIP N 15°46'56" W 172.39'N 64°35'04" E 146.00'N 15°04'39" E 90.49' S 7 8 ° 16' 13 " W8 4. 6 4' 22.06'EIP EIP 13.79' N 10°09'39" E 58.00' N 23°39 '39" E 58 .00 ' N 06°48'51" W 65.81'N 47°49'12" W72.38'S 50°07'56" E180.39'N 53°24'51" W49.22'S 7 9 ° 2 4' 3 4 " W8 5. 8 1' EIP S 48°54'59" E17.79'11.95'EIP S 30°37'36" W 261.09'S 42°10'00" W172.47' S 4 6°4 6'15" W14 0.9 5' N 28 °0 3' 3 9 " E 146 . 5 9'N 87°30'24" E61.11'S 69°39'21" E101.70'S 69°06'21" E139.26'SR 1533 19' BST WALNUT CREEK RD. WALNUT CREEK W A L N U T C R EE KS 87°36'02" W41.50'25.59' GR JOACHIM N. KELLY DB G-30 PG 892 DB F-35 PG 481 BROOKS JEFFERY DB F-35 PG 485 HERBERT ARTHUR ISERMAN, JR. WILLIAM D. CLIFFORD DB S-28 PG 1294 DB Z-30 PG 129 CAROLINA CONNECTION PROPERTIES, LLC GREENE INVESTMENT PARTNERSHIP, LTD. DB M-25 PG 300 DB Y-18 PG 1292 ELIZABETH TYNDALL BURCH U.S. FOREST SERVICE R.L. MONTEITH TRACT NO. 1446 0.48 MI. +/- TO SR 1532 2.10 MI. +/- TO US 64 60.00'60.00'EX I STI NG R/ W EX IS T ING R /W EXISTING R/W EXISTING R/W STUMP HEMLOCK N 70°49'52" E 34.08'S 36°59'16" W29.63' 14.14'96.50'S 55°14'04" WS 35°04'41" E 46.65' 1 1 GRS T OCKT ON RD. CONC CONCCONCSTONE-L- 44.60' POT Sta. 13+79.99 NOTES: IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. 1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL 2. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM. SHEET NO.PROJECT REFERENCE NO.6/2/997/25/2018R:\Roadway\Proj\Survey Control\550204_ls_rw04.dgnWindsoWALocation and Surveys SURVEYOR PROJECT RW04 Standards as directed in the NCDOT Location & Surveys guidelines and procedures. map Compilation, R/W Staking) performed under my responsible charge meet NCDOT Survey hereby certify to the best of my knowledge and belief that the following work item(s) (Base I, _____________________________, a Professional Land Surveyor in the state of North Carolina individual data sources. others and provided to me by NCDOT and do not certify to the accuracy or quality of the I further certify that the data compiled came from available surveys/mapping performed by determination). staking which may be subject to change due to right of way revisions (See deeds for final by others; and these monuments denote the right of way and easement boundaries at the time of survey control provided by others; that the depicted property data shown herein were surveyed easement points shown herein have been field monumented under my supervision from existing on the corresponding highway plans. I also certify that the right of way and permanent and are accurate representations of the right of way and permanent easement points depicted outlined in the tables shown hereon (localized coordinates, station/offset) have been checked I further certify that the right of way and permanent easement points shown herein and Professional Land Surveyor PLS # Seal _____________________________ L-_____ Witness my original signature, registration number and seal this ____ day of _____, 20__. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PI Sta 10+95.19 D L = 90.21' T = 45.19' R = 600.00' PI Sta 12+48.34 D L = 216.07' T = 108.13' R = 2,050.00' PI Sta 16+10.48 D L = 117.77' T = 60.40' R = 215.00' PI Sta 17+28.02 D L = 120.24' T = 60.18' R = 1,100.00' PI Sta 18+57.55 D L = 138.29' T = 69.47' R = 580.00' 8.73' 21.18' POC Sta. 10+84.64 GR 1 2 3 4 26.39' +00.00 76.00' +78.00 77.00' +78.00 52.00' +95.00 77.00' +87.00 27.84' +31.00 -L- STA 16+70.00 END PROJECT WBS 17BP.14.R.159 -L- STA 11+40.00 BEGIN PROJECT WBS 17BP.14.R.159 POT Sta. 10+00.00 PC Sta. 10+50.00 POC Sta. 11+20.00 PRC Sta. 11+40.21 PT Sta. 13+56.27 PC Sta. 15+50.07 PRC Sta. 16+67.85 POC Sta. 17+00.00 PCC Sta. 17+88.08 PT Sta. 19+26.37 POT Sta. 19+60.00 55.49', 67.00' +11.00 55.24', 67.00' +33.00 GR GR 17BP.14.R.159Scale : 50 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.WindsoWAR:\Roadway\Proj\SHT\17BP14R159_rdy_psh02A-1_typ.dgn7/25/2018PAVEMENT DESIGN PROVIDED BY NCDOT PAVEMENT DESIGN 17BP.14.R.159 2:1GRADE TO THIS LINE C1 2:1 8.5"1:11:1E1T T 7'-0" WITH GUARDRAIL* POINT GRADE VARIES VARIES10'-0"10'-0"3'-0" * 3'-0" 0.02 0.02 CL TYPICAL SECTION 2 EXIST. GROUND CL VARIES 2:13'-0" GRADE TO THIS LINE 10'-0"VARIES 3'-0"10'-0" 8.5" TYPICAL SECTION 1 VARIES VARIES 1:1U E1 T EXIST. GROUND 7'-0" WITH GUARDRAIL* * 0.02 POINT GRADE C1 2:1 8.5" GRADE TO THIS LINE1:1E1T 0.02 C1 W 0' TO 9.5'0' TO 9.5'2'-0" FDPS 2'-0" FDPS 2'-0" FDPS 2'-0" FDPS CL 8.5"SHOULDER POINTSHOULDER POINT-L- STA. 14+61.75 (BEGIN CULVERT) TO 15+14.25 (END CULVERT) TYPICAL SECTION 3 C1 T E1 POINT GRADE 10'-0"10'-0" 4'-0"4'-0" 7'-0" 0.02 0.02 12'-0" 2:1 2:16:1 1:11:1T FDPS FDPS EXIST. GROUND -L- STA. 15+14.25 (END CULVERT) TO 16+00.00 -L- STA. 12+00.00 TO 14+61.75 (BEGIN CULVERT) ALL PAVEMENT SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. EXISTING PAVEMENT PAVEMENT SCHEDULE EARTH MATERIAL U T E1 W PAVEMENT WEDGING E2 IN DEPTH. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 1.5" TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, DEPTH OR GREATER THAN 5.5" IN DEPTH. 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3.0" IN B25.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE TYPE B25.0C, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, C1 C2 IN EACH OF TWO LAYERS. TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, -L- STA. 16+00.00 TO 16+70.00 -L- STA. 11+40.00 TO 12+00.00 EXIST. GROUND EXIST. PAVEMENT E2 C1 C2 E2 U WEDGING DETAIL 3" MIN.3" MIN. CL 2A-1 .02 .08 .02.08 .08 .02 .02 .08 .02 .02 .08 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" NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER R/W SHEET NO. STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS LENGTH SHOP CURVED DOUBLE FACED STRAIGHT BEG. STA.END STA.LOCATION TOTAL: TOTAL ANCHOR LENGTH: TOTAL GUARDRAIL LENGTH: SAY: "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. G = GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 LINE -L- GUARDRAIL SUMMARY WARRANT POINT APPROACH END TRAILING END DIST. FROM E.O.L. TOTAL SHOUL. WIDTH FLARE LENGTH APPROACH TRAILING APPROACH TRAILING END END END END W*ANCHORS REMARKS "N" XI MOD GRAU 350 M-350 VI MOD BICCAT-1 AT-1 TYPE 350 ATTENUATOR IMPACT GUARDRAIL FACED SINGLE GUARDRAIL EXISTING REMOVE GUARDRAIL EXISTING STOCKPILE AND REMOVE EA G NG B-77 TYPE III SURVEY * W MEASURED FROM "N" AT THE BEGINNING OF THE ANCHOR TO "N" AT THE END OF THE ANCHOR. (IN CUBIC YARDS) EARTHWORK SUMMARY WindsoWAR:\Roadway\Proj\SHT\17BP14R159_rdy_psh03B-1.dgn7/25/20182 17BP.14.R.159 3B-1 14+25.07 16+03.53 RT 175.00 15+05.00 15+95.00 4.0 25 25 100.00 275.00 175.00 7 -L- -L- LINE STATION FROM STATION TO TOTAL: SAY:80 PAVEMENT SUMMARY REMOVAL OF EXISTING AREA (SY) 4 67 72 0.5 0.5 14+75(LT) 15+34(LT) 14+98(LT) 16+27(LT) WASTEBORROWUNDERCUT EXCAVATION UNCL. STATION FROM STATION TO SIDECHAIN -L- PROJECT TOTAL GRAND TOTAL SAY EMBT+% LT & RT TOTAL 11+40.00 16+70.00 4,276 857 3,400 4,276 4,326 4,326 857 915 915 3419 3419 ADD. GUARDRAIL POSTS: WASTE IN LIEU OF BORROW SELECT GRANULAR MATERIAL ADDITIONAL UNDERCUT 58 58 50 4,350 -58 -58 3,361 3,361 NOTE: price for "Grading." of Existing Pavement will be paid for at the contract lump sum Excavation, Fine Grading, Clearing and Grubbing, and Removal Approximate quantities only. Unclassified Excavation, Borrow -L-14+27.00 15+27.00 LT 100.00 15+14.00 14+61.00 4.0 7 25 25 0.5 0.5 2 19 EA TEMPORARY GUARDRAIL - DOUBLE POST 2 EA 175.00 LF NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/997/25/2018R:\Roadway\Proj\SHT\17BP14R159_rdy_psh04.dgnWindsoWAScale : 20 4 2750 2754 2758 2762 2766 2770 2774 2778 2782 2786 17BP.14.R.159 NAD 83 NA 2011 2750 2754 2758 2762 2766 2770 2774 2778 2782 2786 12+00 13+00 14+00 15+00 16+00 FROM STA. 12+00 TO STA. 14+61.25 (RT) 1:1 D2:1( Not to Scale) CUT DITCH DETAIL A Ground Natural Slope Ditch Front Min. D= 1 Ft. GUIDELINES. SUB-REGIONAL TIER DESIGN OVERALL DESIGN SPEED PER UP TO 10 MPH LESS THAN FOR HORIZONTAL CURVE IS NOTE: DESIGN SPEED SHOWN TTTW S P ORCH1 1/2 S F D15" HDPE15" CMP 2789.19' O / H W I RE H GT.WALLBLKPORCHDECK1 S FD W D R A M PTANKS SEPTIC P IT C O M P O ST 1 1/2 S F DCARPORT15" H DPE GATE1 1/2 S FD GRINDER CONC STEPS PORCHCOVERED DECKTANKPROPANE FIRE PIT S S TANK PROPANE BRIDGEFOOT BRIDGE FOOT GRAVEL WOODS STONESTONES T EPS S T EPSWAL LS R OC KSTEPSWA L LS R OC K4" P V C CONCCONCGRFIELD SEPTIC FIELDSEPTIC S FD 1 1/2 3/4" BLACK PLASTIC A/G WATER LINESUPPORT BEAMBL-2BRIDGEFOOTGR P L ANT E R SWALLTIMBER4 " PVCGRGUY POLEN 83°05'01" E113.94' EIP EIP EIP S 30°37'36" W261.09' WALNUT CREEK WALNUT CREEKWATER S 87°36'02" W41.50'25.59' RCP 60" GR TANK SEPTIC STEPS NO # DUKE ENERGY NO # DUKE ENERGY # 1 19 COMMUNICATIONS FRONTIER # 1 20 COMMUNICATIONS FRONTIER DI EXISTING R/W EXISTING R/W STUMP HEMLOCK N 7 0 ° 4 9' 5 2 " E3 4. 0 8'S 3 6° 5 9' 16" W2 9. 6 3' TANK SEPTIC 14.14'96.50'S 55°14'04" WS 35°04'41" E 46.65'STOCKTON RD. WD RA IL WD RA IL BM#1 BM # 2 EXI STI NG R/WEXI STI NG R/W60.00'1 9' BST19' BST A/G WATER LINE 3/4" BLACK PLASTIC 60.00'U.S. FOREST SERVICE R.L. MONTEITH TRACT NO. 1446 WILLIAM D. CLIFFORD DB S-28 PG 1294 DB Y-18 PG 1292 ELIZABETH TYNDALL BURCH DB F-35 PG 485 HERBERT ARTHUR ISERMAN, JR. BROOKS JEFFERY DB F-35 PG 481 JOACHIM N. KELLY DB G-30 PG 892 DB Z-30 PG 129PROPERTI ES, LLCCAROLI NA CONNECTI ON GRAVEL GRAVEL (DETAIL A) CUT DITCH EST. 91 SY GEOTEXTILE EST. 30 TONS CLASS II RIP RAP RETAIN 26.39' +00.00 76.00' +78.00 77.00' +78.00 77.00' +87.00 27.84' +31.00 1 2 3 452.00' +95.00 55.24', 67.00' +33.00 55.49', 67.00' +11.00 .03.01-L- STA 16+70.00 END PROJECT WBS 17BP.14.R.1599.5'9.6'-L- STA 11+40.00 BEGIN PROJECT WBS 17BP.14.R.159 9.8'9.8'.033.017PI Sta 10+95.19 D L = 90.21' T = 45.19' R = 600.00' PI Sta 12+48.34 D L = 216.07' T = 108.13' R = 2,050.00' PI Sta 16+10.48 D L = 117.77' T = 60.40' R = 215.00' PI Sta 17+28.02 D L = 120.24' T = 60.18' R = 1,100.00'PRC Sta. 11+40.21PT Sta. 13+56.27PC Sta. 15+50.07PRC Sta. 16+67.85.03.02.02.02.02.01.00-L- STA 14+61.75 BEGIN CULVERT -L- STA 15+14.25 END CULVERT12+0013+0014+0015+0016+0012' (TYP) 15' (TYP) TAPER 16' +56.00+59.50POC Sta. 11+20.004' FDPS 4' FDPS FDPS2'FDPS2'LT/RTLT/RT -L-FDPS2'FDPS2'(SR 1533) WALNUT CREEK RD +25.081:8 1 :8 1 0 4' 30°'02 R'05 R 36.73' +81.21 51.89' +56.63 45.04' +77.54 30'10'10'GREU TL -2 GREU TL-210'10'R 10' R 10'TAPER1 5' POC Sta. 17+00.00+03.601:8 14.5'1:8 14.5'.008" GRAVEL .01.01.02.026.026.02.02.01.00.01.028" GRAVEL 175'+34.00EL = 2,757.73' -L- STA 11+40.00 EL = 2,776.53' -L- STA 16+70.00 -L- STA 15+14.25 -L- STA 14+61.75 EXIST (+) 4.4106% EXIST (+) 5.4618% BEGIN CULVERT END CULVERT PROPOSED GRADE EXISTING GROUND DS = 35 MPH DS = 50 MPH TO BE REMOVED EXIST BRIDGE PI = 12+80.00 EL = 2,764.59' (+)4.9000%(+)2.6281% VC = 200' K = 88 PI = 16+00.00 EL = 2,773.00' (+)2.6281% (+)5.0429% VC = 140' K = 58 900 1400 100 1400 25 2768.1 2769.7 2760.0 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = = = = = = = = = = = 100+ 2769.25 9/1/2016 PI = 12+00.00 RTEI = 2,758.98EI = 2,761.18PI = 12+50.00 RTPI = 13+00.00 RTEI = 2,762.48PI = 13+50.00 RTEI = 2,763.34PI = 14+00.00 RTEI = 2,764.88PI = 14+50.00 RTEI = 2,766.13PI = 14+61.25 RTEI = 2,767.22(-) 4.40% (-) 2.60% (-) 1.72% (-) 3.08% (-) 2.50% (-) 9.69% BEGIN PROJECT WBS 17BP.14.R.159 END PROJECT WBS 17BP.14.R.159 HIGH SILL LOW SILLBM-1 BL-2 BM-2 CONCRETE BOX CULVERT (2) - 12'X6' REINFORCED C C F F C C C C C F C C F C F F F F F FFCFF STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS TMP-1 SHEET NO. TRAFFIC CONTROL PROJECT ENGINEER TRAFFIC CONTROL PROJECT DESIGN ENGINEER STATE TRAFFIC MANAGEMENT ENGINEER TRAFFIC CONTROL DESIGN ENGINEER APPROVED: DATE: TRANSPORTATION MANAGEMENT PLAN N.C.D.O.T. WORK ZONE TRAFFIC CONTROL PHONE: (919) 773-2800 FAX: (919) 771-2745 750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY) 1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561 R:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.159_TCP_SHT_1.dgn7/25/2018 DEPARTE N O F ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR WORK ZONE SAFETY & MOBILITY ONFOETATS DEPART MEN T OF TRANSPORTATIONANIL O RACHTR NFOETAT ME N TOFRATNSPOR TAORA C HTRO "from the MOUNTAINS to the COAST" TRAFFIC ENGINEER TRANSPORTATION DESIGNER VICINITY MAP NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. SHEET NO.TITLE TMP-1 INDEX OF SHEETS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED JOSEPH E. HUMMER, PE TMP-2 NIKKI T. HONEYCUTT, PE WBS PROJECT:TMP-4 TITLE SHEET, VICINITY MAP, AND INDEX OF SHEETS TMP-1A AND LEGEND LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, TEMPORARY TRAFFIC CONTROL PHASE I DETAILS TMP-3 17BP.14.R.159TMP-5 TEMPORARY TRAFFIC CONTROL PHASE II DETAILS MACON COUNTY N.T.S. SR 1533 (WALNUT CREEK RD) LOCATION: BRIDGE #204 OVER WALNUT CREEK ON TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE TRANSPORTATION OPERATIONS PLAN TEMPORARY TRAFFIC CONTROL PHASING CLARK GROVESJackson CountyBEGIN PROJECT END PROJECT SR (1533) Walnut Creek Rd SR (1532) Glenview Ln SR (1531) Ledford Branch SR (1533) W alnut Creek Rd SR (1538) Cold Mtn RdWalnut Creek Macon CountyBuck Creek NC 28 / US-64 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. 1101.02 TEMPORARY LANE CLOSURES 1150.01 FLAGGING DEVICES 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1205.02 PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS 1101.11 TRAFFIC CONTROL DESIGN TABLES 1110.01 STATIONARY WORK ZONE SIGNS 1110.02 PORTABLE WORK ZONE SIGNS SHEET NO.PROJ. REFERENCE NO.WindsoWAR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.159_TCP_SHT_1A.dgn7/25/2018LEGENDROADWAY STANDARD DRAWINGS TITLESTD. NO. PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - ARE CONSIDERED A PART OF THESE PLANS: DATED JANAUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY TMP-1A 1101.04 TEMPORARY SHOULDER CLOSURES 17BP.14.R.159 FLAGGER TRUCK MOUNTED IMPACT ATTENUATOR (TMIA) FLASHING ARROW PANEL (TYPE C) CONE DRUM STATIONARY SIGN PORTABLE SIGN CHANGEABLE MESSAGE SIGN STATIONARY OR PORTABLE SIGN SKINNY DRUM BARRICADE (TYPE III) LAW ENFORCEMENT TEMPORARY CRASH CUSHION PAVEMENT MARKING SYMBOLS EXISTING LINES TEMPORARY LINES DIRECTION OF TRAFFIC FLOW NORTH ARROW EXIST. PVMT. PROPOSED PVMT. DIRECTION OF PEDESTRIAN TRAFFIC FLOW TUBULAR MARKER WORK AREA GENERAL TRAFFIC CONTROL DEVICES TEMPORARY SIGNING PAVEMENT MARKINGS PAVEMENT MARKING SYMBOLS TEMPORARY GRAVEL DRIVEWAY REMOVAL/BREAKING OF PAVEMENT TEMPORARY PAVEMENT MARKING PAINT 24" WHITE STOPBAR PORTABLE TRAFFIC SIGNAL P2 1261.01 GUARDRAIL & BARRIER DELINEATOR SPACING 1261.02 GUARDRAIL & BARRIER DELINEATOR TYPES 1262.01 GUARDRAIL END DELINEATION 1101.05 WORK ZONE VEHICLE ACCESSES 1101.01 WORK ZONE WARNING SIGNS 1130.01 DRUM WHITE SOLID EDGE LINEPA PAINT 4" 1135.01 CONES 1180.01 SKINNY DRUM 1101.03 TEMPORARY ROAD CLOSURES DRAWINGS & LEGEND ROADWAY STANDARD LIST OF APPLICABLE DEPARTE N OF ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BRIDGE #550204 GENERAL NOTES OR DIRECTED BY THE ENGINEER. THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF ENGINEER. SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL STRATEGIES MANAGEMENT LANE AND SHOULDER CLOSURE REQUIREMENTS PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO SIGNING A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING LONGER NEEDED OR AS DIRECTED BY THE ENGINEER. STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN J) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY PAVEMENT EDGE DROP OFF REQUIREMENTS TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. TRAFFIC PATTERN ALTERATIONS E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN LOCAL NOTES TRAFFIC CONTROL DEVICES AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT, 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS. ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS: SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER. LINES. O) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF EACH DAY'S OPERATION. K) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK L) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS M) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A N) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA. "UNEVEN LANES" SIGNS (W8-11) 350 ft IN ADVANCE AND A MINIMUM OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING G) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES ENGINEER, AT NO EXPENSE TO THE DEPARTMENT. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN F) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PROJECT NOTES OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY TRAFFIC PATTERN ALTERATION. H) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN. PAVEMENT MARKINGS AND MARKERS MISCELLANEOUS DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS. RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO AND BLACK ON ORANGE ''PAVEMENT ENDS'' SIGNS (W8-3) 100 FT AND 200 FT THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7) TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY P) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BRING THE ROAD NAME MARKING MARKER NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc.WindsoWAR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.159_TCP_SHT_2.dgn7/25/2018SHEET NO.PROJ. REFERENCE NO. TMP-2 PLAN OPERATIONS TRANSPORTATION DEPARTE N O F ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.159 THE FINAL PAVEMENT SURFACE AND PAVEMENT MARKINGS. TRAFFIC WILL BE MAINTAINED USING TEMPORARY LANE CLOSURES TO CONSTRUCT PHASE III - THE TEMPORARY TRAFFIC SIGNALS WILL BE REMOVED AND TWO WAY TIE-INS. CONSTRUCTED. A FLAGGING OPERATION WILL BE USED TO CONSTRUCT THE NEW USING TEMPORARY SIGNALS AND PAVEMENT MARKINGS WHILE THE REMAINDER IS PHASE II - TRAFFIC WILL BE SHIFTED TO ONE LANE ON THE NEW ALIGNMENT ALIGNMENT IS CONSTRUCTED. TO ONE LANE USING TEMPORARY SIGNALS AND PAVEMENT MARKINGS AS THE NEW PHASE I - TRAFFIC WILL BE MAINTAINED ON THE EXISTING ROAD, BUT REDUCED 2. THE CONTRACTOR SHALL BUILD AS MUCH AS POSSIBLE AWAY FROM TRAFFIC. AT LEAST ONE MONTH PRIOR TO CONSTRUCTION. 1. CONTACT MACON COUNTY EMERGENCY SERVICES AND SCHOOLS SR 1533 (WALNUT CREEK RD) (-L-) PAINT NONE BRIDGE #550204 PROJECT PHASING STEP 1: STEP 2: STEP 1: STEP 2: TRAFFIC IN ITS FINAL PATTERN. ONCE ALL CONSTRUCTION IS COMPLETE, REMOVE ALL SIGNS AND DEVICES AND PLACE 1101.01 SHEET 3 OF 3. INSTALL ADVANCED WORK ZONE WARNING SIGNS IN ACCORDANCE TO NCDOT RSD. STEP 3: PHASE II WindsoWAR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.159_TCP_SHT_3.dgn7/25/2018SHEET NO.PROJ. REFERENCE NO. TMP-3 DEPARTE N O F ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. CONTROL PHASING TEMPORARY TRAFFIC 17BP.14.R.159 STEP 3: STEP 1: PHASE IIIPHASE I STEP 2: STEP 4: PAVEMENT MARKINGS, AND OPEN ROADWAY TO TWO-WAY TRAFFIC. TRAFFIC SIGNALS, CONFLICTING TEMPORARY PAVEMENT MARKINGS, INSTALL TEMPORARY USING NCDOT RSD. 1101.02 SHEET 14 OF 14, REMOVE TEMPORARY GUARDRAIL, TEMPORARY SHEET TMP-4. TO 16+70, UP TO BUT NOT INCLUDING FINAL LAYER OF SURFACE COURSE AS SHOWN ON CONSTRUCT RIGHT SIDE OF CULVERT, GUARDRAIL, AND -L- (SR 1533) FROM +/- STA. 11+40 REMOVE EXISTING WING WALL ALONG THE RIGHT SIDE OF BRIDGE. TEMPORARY GRAVEL DRIVEWAYS IN ORDER TO MAINTAIN ACCESS AT ALL TIMES. BUT NOT INCLUDING FINAL LAYER OF SURFACE COURSE AS SHOWN ON SHEET TMP-5. PLACE OF CULVERT, AND LEFT SIDE OF -L- (SR 1533) FROM +/- STA. 11+40 TO 16+70, UP TO AWAY FROM TRAFFIC REMOVE EXISTING BRIDGE, TEMPORARY SHORING, CONSTRUCT LEFT SIDE BRIDGE #550204 COURSE AND FINAL PAVEMENT MARKINGS ON -L-. USING NCDOT RSD. 1101.02 SHEET 14 OF 14, INSTALL FINAL LAYER OF SURFACE SIGNALS AND PLACE TRAFFIC INTO A ONE-LANE, TWO-WAY OPERATION. ON SHEET TMP-4. ONCE SIGNS AND DEVICES ARE IN PLACE, ACTIVATE PORTABLE TRAFFIC SIGNING, TEMPORARY PAVEMENT MARKINGS, DRUMS AND TEMPORARY SHORING NO. 1 AS SHOWN USING NCDOT RSD. 1101.02 SHEET 14 OF 14, INSTALL PORTABLE TRAFFIC SIGNALS, TWO-WAY TRAFFIC ONTO THE NEWLY CONSTRUCTED RIGHT SIDE OF -L-. AND DEVICES ARE IN PLACE, ACTIVATE PORTABLE TRAFFIC SIGNALS AND SHIFT ONE-LANE, MARKINGS, TEMPORARY GUARDRAIL, AND DRUMS AS SHOWN ON SHEET TMP-5. ONCE SIGNS USING NCDOT RSD. 1101.02 SHEET 14 OF 14, INSTALL SIGNING, TEMPORARY PAVEMENT SR 1 533 19' BSTWALNUT CREEK RD. 1 9' BSTSR 1533 19' BST GR GRAVEL GR GRGR GR GR WALNUT CREEKWALNUT CREEK P2 DCBA BEGIN PROJECT -L- STA. 11+40.00 GR STOCKTON RD.CONC STONECONCCONCSTONEGR-L- STA. 16+70.00 END PROJECT TAPER (TYP.) 50'10'9'SIGNAL (TYP.) TRAFFIC PORTABLE E D C B A P2 F -L- (SR 1533) EXISTING CENTERLINE1011121314 15161718A A N.T.S CL -L- (SR 1533) (-L-) STA. 13+50.00 CONSTRUCTION PROPOSED TRAFFIC TWO-WAY ONE LANE GROUND EXISTING 12'10'14' 1 B B N.T.S TYP. 10' CL -L- (SR 1533) (-L-) STA. 14+61.25 10' CONSTRUCTION PROPOSED GROUND EXISTING TEMPORARY SHORING CULVERT PROPOSED TRAFFIC TWO-WAY ONE LANE DRUM DRUM BRIDGE EXISTING RETAIN 2' PA PA -L- STA. 14+30+/- TO 14+67+/- TEMPORARY SHORING GREU TL-2 GREU TL -2 AND SIGNAL PLACEMENT) A,B,C, & D AND SPACING SHEET 14 OF 14 FOR SIGNS (SEE NCDOT RSD. 1101.02 AND SIGNAL PLACEMENT) A,B,C, & D AND SPACING SHEET 14 OF 14 FOR SIGNS (SEE NCDOT RSD. 1101.02 5 0'TAP ERCONSTRUCTION STAGING ADJACENT TO ROAD FOR EXISTING GRAVEL PARKING AREA (STA ±16+70 TO 18+00, RT) UTILIZE CENTERLINE EXISTING ROAD WORK END G20-2a 48'' X 24'' ROAD WORK END G20-2a 48'' X 24'' GREU TL-2GREU TL-2 2.1' (SEE STRUCTURE PLANS HEADWALL FOR DETAILS) 3'-6" MIN. (DOUBLE POST) TEMPORARY GUARDRAIL WindsoWAR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.159_TCP_SHT_4.dgn7/25/2018SHEET NO.PROJ. REFERENCE NO. TMP-4 SECTION A-A SECTION B-B 48'' X 48'' AHEAD ROAD W20-1 WORK 48'' X 48'' AHEAD ROAD ONE LANE W20-4 24'' X 36'' R10-6 STOP RED HERE ON A D B C SCALE 1"=30' 17BP.14.R.159 DEPARTE N OF ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. W1-4R 48'' X 48'' E W1-4L 48'' X 48'' F 48'' X 48'' BE PREPARED TO STOP W3-4 BRIDGE #550204 CONTROL PHASE I DETAILS TEMPORARY TRAFFIC NAD 83 NA 2011 -L- STA. 15+52 +/- END TEMP. GUARDRAIL -L- STA. 14+01 +/- BEGIN TEMP. GUARDRAIL SR 1 533 19' BSTWALNUT CREEK RD. SR 1533 19' BST GR GRAVEL GR GRGR GR GR WALNUT CREEKWALNUT CREEK P2 DCBA GR STOCKTON RD.CONC STONECONCCONCSTONEGR-L- STA. 16+70.00 END PROJECT TAPER (TYP.) 50' SIGNAL (TYP.) TRAFFIC PORTABLE +60.00E -L- (SR 1533)101112131415161718A A N.T.S DRUM CL -L- (SR 1533) (-L-) STA. 13+50.00 CONSTRUCTION PROPOSED TRAFFIC TWO-WAY ONE LANE GROUND EXISTING 12'12' B B N.T.S TYP. 10' (-L-) STA. 14+61.25 GROUND EXISTING CULVERT PROPOSED TRAFFIC TWO-WAY ONE LANE SHORING REMOVE TEMPORARY 14'12.5' CONST. PROP. PA PA DRIVEWAY TEMP. GRAVEL DRIVEWAY TEMP. GRAVEL PA D C B A P2 F GREU TL-2 GREU TL -2 GREU TL-2GREU TL-2 AND SIGNAL PLACEMENT) A,B,C, & D AND SPACING SHEET 14 OF 14 FOR SIGNS (SEE NCDOT RSD. 1101.02 CONSTRUCTION STAGING ADJACENT TO ROAD FOR EXISTING GRAVEL PARKING AREA (STA ±16+70 TO 18+00, RT) UTILIZE 6 5' AND SIGNAL PLACEMENT) A,B,C, & D AND SPACING SHEET 14 OF 14 FOR SIGNS (SEE NCDOT RSD. 1101.02 BEGIN PROJECT -L- STA. 11+40.00 ROAD WORK END G20-2a 48'' X 24'' ROAD WORK END G20-2a 48'' X 24'' 10'2'2.1' CL -L- (SR 1533) HEADWALL -L- STA. 14+01+/- TEMP. GUARDRAIL BEGIN DOUBLE POST (DOUBLE POST) GUARDRAIL TEMPORARY -L- STA. 15+52+/- END DOUBLE POST TEMP. GUARDRAIL WindsoWAR:\Traffic\TrafficControl\TCP\TCP Sheets\17BP.14.R.159_TCP_SHT_5.dgn7/25/2018SHEET NO.PROJ. REFERENCE NO. SECTION A-A SECTION B-B 48'' X 48'' AHEAD ROAD W20-1 WORK 48'' X 48'' AHEAD ROAD ONE LANE W20-4 24'' X 36'' R10-6 STOP RED HERE ON A D B C SCALE 1"=30' 17BP.14.R.159 TMP-5 DEPARTE N OF ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. W1-4R 48'' X 48'' E W1-4L 48'' X 48'' F CONTROL PHASE II DETAILS TEMPORARY TRAFFIC 48'' X 48'' BE PREPARED TO STOP W3-4 BRIDGE #550204 NAD 83 NA 2011 R:\Traffic\TrafficControl\PMP\17BP14R159_rdy_pmp01.dgn7/25/2018APPROVED:DATE: SCALE: DATE: DWG. BY: DESIGN BY: M TST CAI REVISIONS DEPARTE N O ANSPORTA TIONTAE OF NORTH ROL NA TINU LORTNOC CIFFART EN OZ KROWSYA WHGIH FO NOISIVI DREVIEWED BY: TR CADD FILE F SHEET NO.PROJ. REFERENCE NO. PAVEMENT MARKING DETAIL PAVEMENT MARKING SCHEDULE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOUBLE YELLOW CENTER LINE PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - 1205.02 PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS ARE CONSIDERED A PART OF THESE PLANS: 1262.01 GUARDRAIL END DELINEATION PMP-1 WHITE EDGELINE PAVEMENT MARKING PLAN STD. NO.TITLE ROADWAY STANDARD DRAWING PI - PAINT (4" YELLOW) GENERAL NOTES THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. A. INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE. ROAD NAME:MARKING PAINT B. TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. C. REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. FINAL PAVEMENT MARKINGS ARE PLACED IN TWO(2) COATS OF PAINT. DATED JANAUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY PA - PAINT (4" WHITE) 1261.01 GUARDRAIL & BARRIER DELINEATORS - INSTALLATION SPACING 1261.02 GUARDRAIL & BARRIER DELINEATORS - TYPES AND MOUNTING 02/07/18 MBE BRIDGE #550204 17BP.14.R.159Scale : 30 NAD 83 NA 2011 30 BRJ BRJ SR 1533 (WALNUT CREEK RD) C. TEMPORARY PAVEMENT MARKINGS ARE PLACED IN ONE(1) COAT OF PAINT, AND TIE TO EXISTING BEGIN MARKINGSPAPI -L- STA. 11+40 10'PA PI TIE TO EXISTING END MARKINGS -L- STA. 16+70 10'PA PI (SR 1533) WALNUT CREEK RD -L-10'10' Creek Walnut Creek END PROJECT BEGIN PROJECT Little Buck Creek SR (1533) Walnut Creek Rd SR (1538) Buck Creek Rd SR (1531)Ledford Branch RdSR (1532) Glenview Ln NC 28/ US 64 VICINITY MAP N.T.S. LOCATION: MACON COUNTY CONSTRUCTION R/W & UTILITIES P.E.17BP.14.R.159 17BP.14.R.159 17BP.14.R.159 40 for Special Considerations. Refer To E. C. Special Provisions ON THIS PROJECT SENSITIVE AREA(S) EXIST ENVIRONMENTALLY STANDARDS. SENSITIVE WATERSHED BEEN DESIGNED TO THIS PROJECT HAS GRAPHIC SCALE PLANS STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 7/25/2018R:\Hydraulics\CADD\PSH\EC\17BP14R159_hyd_EC_tsh.dgnWindsoWAPLAN FOR PROPOSED HIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION. GRUBBING PHASE OF FOR CLEARING AND EROSION CONTROL PLANS THIS PROJECT CONTAINS Temporary Silt Ditch Temporary Silt Fence Silt Basin Type B TDTemporary Diversion Temporary Rock Silt Check Type-B Temporary Rock Silt Check Type-A Temporary Rock Sediment Dam Type-A Temporary Rock Sediment Dam Type-B Type A Type B Type C A B C Temporary Silt Fence TSD Std. #Description Symbol Rock Inlet Sediment Trap: 1630.03 1630.05 1605.01 1622.01 1633.01 1634.01 1634.02 1635.01 1635.02 1630.04 1632.01 1632.02 1632.03 Rock Pipe Inlet Sediment Trap Type-A Rock Pipe Inlet Sediment Trap Type-B Temporary Rock Sediment Dam Type A Temporary Rock Sediment Dam Type B Temporary Silt Fence Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design revison thereto are applicable to this project and by reference hereby are considered a part of these plans. Rock Pipe Inlet Sediment Trap Type A EC-1 1606.01 Special Sediment Control Fence 1634.01 1634.02 1635.01 1605.01 1630.01 1606.01 1622.01 Special Sediment Control Fence Riser Basin 17BP.14.R.159 1635.02 Rock Pipe Inlet Sediment Trap Type B 1604.01 Railroad Erosion Control Detail 1607.01 Gravel Construction Entrance Skimmer Basin Tiered Skimmer Basin Infiltration Basin Special Stilling Basin1630.06 Temporary Rock Silt Check Type-A with Matting and Polyacrylamide (PAM) Wattle/Coir Fiber Wattle Wattle/Coir Fiber Wattle with Polyacrylamide (PAM) 1630.02 1633.02 1630.05 Temporary Diversion 1630.04 1630.03 Temporary Silt Ditch 1630.02 1630.06 Special Stilling Basin 1631.01 Matting Installation 1632.02 1632.01 Rock Inlet Sediment Trap Type B Rock Inlet Sediment Trap Type A 1632.03 Rock Inlet Sediment Trap Type C 1633.01 1633.02 Temporary Rock Silt Check Type B Temporary Rock Silt Check Type A 1640.01 Coir Fiber Baffle 1645.01 Temporary Stream Crossing EW CFW ROADSIDE ENVIRONMENTAL UNIT Raleigh, NC 27611 1 South Wilmington St. Prepared in the Office of: NAME LEVEL III CERTIFICATION NO. Reviewed by: Reviewed in the Office of: RESOURCES. RESOURCES DIVISION OF WATER OF ENVIRONMENT AND NATURAL THE NORTH CAROLINA DEPARTMENT AUGUST 3, 2011 AND ISSUED BY CONSTRUCTION PERMIT EFFECTIVE BY THE NCG-010000 GENERAL THE REGULATIONS SET FORTH CONTROL PLANS COMPLY WITH THESE EROSION AND SEDIMENT Designed by: 161 0 8 Silt Basin Type B BRIDGE #550204 OVER WALNUT CREEK ON SR 1533 (WALNUT CREEK RD) -L- STA. 11+40.00 BEGIN PROJECT WBS 17BP.14.R.159 SR 1533 (WALNUT CREEK ROAD) -L- W ALNUT CREEKTO SR 1163-L- STA. 16+70.00 END PROJECT WBS 17BP.14.R.159 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. EDWARD VANCE, PEPROJECT WBS: 17BP.14.R.159-L- STA. 15+14.25 END CULVERT -L- STA. 14+61.75 BEGIN CULVERT Guide for Temporary Berms and Slope Drains Guide for Temporary Berms and Slope Drains Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest 2018 STANDARD SPECIFICATIONS2018 STANDARD SPECIFICATIONS Stilling Basin for Pumped Effluent Stilling Basin for Pumped Effluent TO NC 28 / US 64 REID WHITEHEAD, CPESC NAD 83 NA 2011 SHEET NO.PROJECT REFERENCE NO. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 17BP.14.R.159 SITE DESCRIPTION SOIL STABILIZATION TIMEFRAMES STABILIZATION TIME 7 DAYS TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. NONE SLOPES 3:1 OR FLATTER 14 DAYS 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. EC-2 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. rt14+6112+00 SHEET NO.PROJECT REFERENCE NO. EC-3 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SOIL STABILIZATION SUMMARY SHEET SUBTOTAL MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER TOTAL SAY SIDESTATION TO STATION FROM LINESHEET NO. CONST ESTIMATE (SY)STATION TO SIDESTATION FROM LINE SHEET NO. CONST ESTIMATE (SY) MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT -L- V-Ditch R/W SHEET NO. BEGIN4 0 17BP.14.R.159 160 1500 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DISTURBED AREAS END LT/RT 4 1660 1700 1700 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. FLOW A A WIDTH PLAN SECTION A-A SECTION B-B B B 2/3 CHANNEL STRUCTURAL STONE SEDIMENT CONTROL STONE 12" MATTING EXCELSIOR MATTING EXCELSIOR CLASS B STONE PAM INSET A See Inset A USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. MATTING EXCELSIOR CLASS B STONE EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) TEMPORARY ROCK SILT CHECK TYPE 'A' WITH TO BE APPLIED TO EACH ROCK SILT CHECK. MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) (4 OZ.) H = 2' MIN 1' MIN 1' MIN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01. INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN NOTES: R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. EC-3A17.BP.14.R.159 SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA CONSTRUCTION SHEET 4 EROSION CONTROL FOR CLEARING AND GRUBBING NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B DRAINAGE OUTLETS. AND TEMPORARY ROCK SILT CHECKS TYPE - A AT INSTALLED DURING CLEARING AND GRUBBING PHASE. PERIMETER EROSION CONTROL MEASURES SHALL BE NOTE: EC-4/CONST.4 R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.159 TYPE A (TYP.) ROCK SILT CHECK TRAP TYPE C (TYP.) ROCK INLET SEDIMENT FENCE (TYP.) SPECIAL SEDIMENT CONTROL TRAP TYPE B (TYP.) ROCK PIPE INLET SEDIMENT NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. FENCE (TYP.) TEMPORARY SILT FENCE NAD 83 NA 2011 TTTW S P ORCH1 1/2 S F D15" HDPE15" CMP 2789.19' O/ H W IRE H G T. S P R ING WALLBLKPORCHDECK1 S FD W D R A M P TANKS SEPTIC PIT C O M PO S TDECK1 1/2 S F DCARPORT15" H DPE GATE1 1/2 S FD GRINDER GRINDER CONC STEPS PORCHCOVERED DECKTANKPROPANE FIRE PIT S S TANK PROPANE BRIDGEFOOT BRIDGE FOOT GRAVEL WOODS STONESTONES T EPS S T EPSWAL LS R OC KSTEPSWA L LS R OC K4" P V C CONCCONCGR GRFIELD SEPTIC FIELDSEPTIC S FD 1 1/2 3/4" BLACK PLASTIC A/G WATER LINESUPPORT BEAMBL-2BRIDGEFOOTGR P L ANT E R SWALLTIMBER4 " PVCGRGUY POLEEIP EIP CONC EIP EIP WALNUT CREEK WALNUT CREEKWATER RCP 60" GR TANK SEPTIC STEPS WAL L R OC KS T EPS R OC KNO # DUKE ENERGY NO # DUKE ENERGY DI EXISTING R/W EXISTING R/W STUMP HEMLOCK TANK SEPTIC STOCKTON RD. WD RA IL WD RA IL 1 EXI STI NG R/WEXI STI NG R/W60.00'1 9' BST19' BST A/G WATER LINE 3/4" BLACK PLASTIC 60.00'U.S. FOREST SERVICE R.L. MONTEITH TRACT NO. 1446 WILLIAM D. CLIFFORD DB S-28 PG 1294 DB Y-18 PG 1292 ELIZABETH TYNDALL BURCH DB F-35 PG 485 HERBERT ARTHUR ISERMAN, JR. BROOKS JEFFERY DB F-35 PG 481 JOACHIM N. KELLY DB G-30 PG 892 DB Z-30 PG 129PROPERTI ES, LLCCAROLI NA CONNECTI ON GRAVEL GRAVEL 1 2 3 4.03.01.033.017.03.02.02.02.02.01.0012+0013+0014+0015+0016+00GREU TL -2 GREU TL-2 .00.01.01.02.026.026.02.02.01.00.01.022760 2760 2760 27602760 27602760 27602780 2780 2780 27802780 278027802780 278027802780278027802800280028002800280028002800 2800 2820 28202820282028202820B C C C F F C C C C C F C C F C F F F F F FFCFF EC-5/CONST.-4 R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.159 DIVERSION (TYP.) CLEAN WATER NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. TYPE A (TYP.) ROCK SILT CHECK TEMPORARY PIPE (TYP.) IMPERVIOUS DIKE (TYP.) FENCE (TYP.) TEMPORARY SILT FENCE (TYP.) SPECIAL SEDIMENT CONTROL FINAL GRADING - PHASE 1 NAD 83 NA 2011 IMPERVIOUS DIKE (TYP.) AND (PAM) TYPE A WITH MATTING ROCK SILT CHECK (TYP) SPECIAL STILLING BASIN TTTW S 15" CMP 2789.19' O/ H W IRE H G T. S P R ING TANKS SEPTIC GATEGRINDER GRINDER TANKPROPANE S S TANK PROPANE WOODS 4" P V C 3/4" BLACK PLASTIC A/G WATER LINE BL-2 4 " PVCGUY POLES 46°35'27" W106.63'N 83°05'01" E113.94' EIP EIP S 50°07'56" EEIP S 48°54'59" E17.79'11.95'EIP S 30°37'36" W261.09' WALNUT CREEK WALNUT CREEKWATER S 87°36'02" W41.50'25.59' DI EXISTING R/W EXISTING R/W STUMP HEMLOCK N 7 0 ° 4 9' 5 2 " E 3 4. 0 8'S 3 6° 5 9' 16" W2 9. 6 3' 14.14'96.50'S 55°14'04" WS 35°04'41" E 46.65' WD RA IL WD RA IL 1 EXI STI NG R/WEXI STI NG R/W60.00'1 9' BST19' BST A/G WATER LINE 3/4" BLACK PLASTIC 60.00'10'9'1213141516GREU TL-2 GREU TL -2 GREU TL-2GREU TL-2 -L- STA. 14+30+/- TO 14+67+/- TEMPORARY SHORING C F C C C C C C C F F FF EC-6/CONST.-4 R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.159 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. TYPE A (TYP.) ROCK SILT CHECK BASIN (TYP.) SPECIAL STILLING DIVERSION (TYP.) CLEAN WATER SEDIMENT TRAP TYPE B (TYP.) ROCK PIPE INLET IMPERVIOUS DIKE (TYP.)TEMPORARY PIPE (TYP.) FENCE (TYP.) SPECIAL SEDIMENT CONTROL FENCE (TYP.) TEMPORARY SILT FINAL GRADING - PHASE 2 NAD 83 NA 2011 AND PAM (TYP.) TYPE A WITH MATTING ROCK SILT CHECK TYPE C (TYP.) ROCK INLET SEDIMENTT TTW S P ORCH1 1/2 S F D15" HDPE15" CMP 2789.19' O/ H W IRE H G T. S P R ING WALLBLKPORCHDECK1 S FD W D R A M P TANKS SEPTIC PIT C O M PO S TDECK1 1/2 S F DCARPORT15" H DPE GATE1 1/2 S FD GRINDER GRINDER CONC STEPS PORCHCOVERED DECKTANKPROPANE FIRE PIT S S TANK PROPANE BRIDGEFOOT BRIDGE FOOT GRAVEL WOODS STONESTONES T EPS S T EPSWAL LS R OC KSTEPSWA L LS R OC K4" P V C CONCCONCGR GRFIELD SEPTIC FIELDSEPTIC S FD 1 1/2 3/4" BLACK PLASTIC A/G WATER LINESUPPORT BEAMBL-2BRIDGEFOOTGR P L ANT E R SWALLTIMBER4 " PVCGRGUY POLEEIP EIP CONC EIP EIP WALNUT CREEK WALNUT CREEKWATER RCP 60" GR TANK SEPTIC STEPS WAL L R OC KS T EPS R OC KNO # DUKE ENERGY NO # DUKE ENERGY DI EXISTING R/W EXISTING R/W STUMP HEMLOCK TANK SEPTIC STOCKTON RD. WD RA IL WD RA IL 1 EXI STI NG R/WEXI STI NG R/W60.00'1 9' BST19' BST A/G WATER LINE 3/4" BLACK PLASTIC 60.00'U.S. FOREST SERVICE R.L. MONTEITH TRACT NO. 1446 WILLIAM D. CLIFFORD DB S-28 PG 1294 DB Y-18 PG 1292 ELIZABETH TYNDALL BURCH DB F-35 PG 485 HERBERT ARTHUR ISERMAN, JR. BROOKS JEFFERY DB F-35 PG 481 JOACHIM N. KELLY DB G-30 PG 892 DB Z-30 PG 129PROPERTI ES, LLCCAROLI NA CONNECTI ON GRAVEL GRAVEL 1 2 3 41213141516GREU TL-2 GREU TL -2 GREU TL-2GREU TL-2 B C C C F F C C C C C F C C F C F F F F F FFCFF IMPERVIOUS DIKE (TYP.) DIVERSION (TYP.) CLEAN WATER IMPERVIOUS DIKE (TYP.) R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. CULVERT CONSTRUCTION SEQUENCE STA. 14+88 -L- PHASE I PHASE II 17BP.14.R.159 EC-7/CONST.4 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. 3. CONSTRUCT PROPOSED CULVERT BARRELS AS SHOWN WHILE THE EXISTING BRIDGE IS USED TO MAINTAIN TRAFFIC. 2. CONSTRUCT IMPERVIOUS DIKES AND INSTALL 18 INCH TEMPORARY PIPE FOR DIVERTING FLOW. 1. UTILIZE SPECIAL STILLING BASIN(S) AS NEEDED THROUGHOUT CULVERT CONSTRUCTION. 9. REMOVE ANY REMAINING SPECIAL STILLING BASIN(S), AND COMPLETE ROADWAY. 8. REMOVE IMPERVIOUS DIKES AND TEMPORARY PIPE, ALLOWING NORMAL FLOW THROUGH CULVERT. 6. CONSTRUCT FLOODPLAIN BENCHES AND ANY NECESSARY UPSTREAM/DOWNSTREAM CHANNEL IMPROVEMENTS. 5. REMOVE EXISTING BRIDGE AND BEGIN PHASE 2 OF CULVERT CONSTRUCTION. 4. UPON FINISHING PHASE 1 OF CULVERT CONSTRUCTION, SWITCH TRAFFIC PATTERN ONTO THE NEW CULVERT. -L- STA. 14+50+/- TO 14+70+/- TEMPORARY SHORING BASIN (TYP.) SPECIAL STILLING DIVERSION (TYP.) CLEAN WATERNAD 83 NA 2011 NAD 83 NA 2011 36" TEMPORARY PIPE (TYP.)36" TEMPORARY PIPE (TYP.)TTWS15" CMP2789.19'O/H WIRE HGT.TANKSSEPTICGRINDER4" PVC3/4" BLACK PLASTICA/G WATER LINEBL-2GUY POLEEIPEIPS 30°37'36" W261.09'WALNUT CREEKWATERS 87°36'02" W25.59'DIN 70°49'52" E34.08'S 36°59'16" W29.63'14.14'96.50'S 55°14'04" WS 35°04'41" E46.65'WD RAILWD RAILEXISTING R/WEXISTING R/W60.00'19' BSTA/G WATER LINE3/4" BLACK PLASTIC9'141516GREU TL-2GREU TL-2GREU TL-2GREU TL-2TTWS15" CMP2789.19'O/H WIRE HGT.TANKSSEPTICGRINDER4" PVCBL-2GUY POLEEIPEIPWALNUT CREEKDIWD RAILWD RAILEXISTING R/WEXISTING R/W60.00'19' BST141516GREU TL-2GREU TL-2GREU TL-2GREU TL-2BCBCCCCFFFFFCCFCFFFFFFFCFF STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET HEALING IN DIBBLE PLANTING METHOD firming soil at top. 5. Push handle forward PLANTING NOTES: N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT protected area. 1. Locate a healing-in site in a shady, well the root collar is at ground level. against the sloping end so that 4. Place a single layer of plants as necessary and water thoroughly. 6. Repeat layers of plants and sawdust correct depth. and place seedling at 2. Remove planting bar USING THE KBC PLANTING BAR SEEDLING / LINER BAREROOT PLANTING DETAIL PLANTING DETAILS MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING: toward planter. as shown and pull handle 1. Insert planting bar root systems from drying. container to prevent the canvas bag or similar shall be kept in a moist During planting, seedlings PLANTING BAG soil at bottom. toward planter, firming 4. Pull handle of bar thoroughly. hole open. Water 6. Leave compaction RF-1 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 25% BETULA NIGRA 25% FRAXINUS PENNSYLVANICA 25% PLATANUS OCCIDENTALIS 25% LIRIODENDRON TULIPIFERA 12 inches deep and provide drainage. 2. Excavate a flat bottom trench a sloping angle. sawdust over the roots maintaining 5. Place a 2 inch layer of well rotted at one end of the trench. well rotted sawdust at a sloping angle rotted sawdust. Place a 2 inch layer of 3. Backfill the trench with 2 inches well 2 inch from seedling. 2 inches toward planter 3. Insert planting bar 1 inch thick at center. 4 inches wide and be 12 inches long, cross section, and shall blade with a triangular Planting bar shall have a KBC PLANTING BAR root collar. 10 inches below the no roots extend more than pruned, if necessary, so that All seedlings shall be root ROOT PRUNING REFORESTATION AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, REFORESTATION REFORESTATION DETAIL SHEET RIVER BIRCH GREEN ASH AMERICAN SYCAMORE TULIP POPLAR NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc.17BP.14.R.159 1 Creek Walnut Creek END PROJECT BEGIN PROJECT Little Buck Creek SR (1533) Walnut Creek Rd SR (1538) Buck Creek Rd SR (1531)Ledford Branch RdSR (1532) Glenview Ln NC 28/ US 64 CONTRACT: 17BP.14.R.159LOCATION: DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SHEET NO. UO-1 XX DEPART ME NT OF TRANSPORTATION STATE OF NORTH CARO LI NABY: PREPARED PLANS 0 GRAPHIC SCALES PLANS UTILITY OWNERS ON PROJECT INDEX OF SHEETS UTILITIES BY OTHERS PREPARED FOR THE OFFICE OF: FAX (919) 250-4119 PHONE (919) 250-4128 RALEIGH NC 27699-1591 1591 MAIL SERVICES CENTER DIVISION OF HIGHWAYS SECTION UTILITIES ENGINEERING Lynn Mann, P.G. UO-2 UTILITIES BY OTHERS PLAN SHEET SHEET NO. DESCRIPTION Consulting Engineers Asheville, NC 28806 828 253 2796 1318-F Patton Ave. 30 601530 PROJECT REFERNCE NO.V&M PROJECT #31614-0117BP.14.R.159 UO-1 TITLE SHEET MACON COUNTY ON SR 1533 (WALNUT CREEK ROAD)TRANSPORTATION\31614-0l \l7BP14R159_MACON 204\UTILITIES\UO-1.DGNRobert Golding DIVISION 14 UTILITY COORDINATOR UTILITIES PROJECT COORDINATOR3/31/17(2) POWER - DUKE ENERGY (1) TELEPHONE - FRONTIER COMMUNICATIONS TYPE OF WORK: AERIAL & BURIED TELEPHONE BRIDGE NO. 550204 OVER WALNUT CREEKNAD 83NA 2011PROJECT WBS:F-1088 -L- STA 15+14.25 END CULVERT -L- STA 14+61.75 BEGIN CULVERT -L- STA 11+40.00 BEGIN PROJECT WBS 17BP.10.R.159 -L- STA 16+70.00 END PROJECT WBS 17BP.10.R.159 TO SR 1163SR 1533 (WALNUT CREEK ROAD)-L- US 64TO NC 28 / VICINITY MAP NAD 83 NA 2011 SHEET NO.PROJECT REFERENCE NO. UTILITIES BY OTHERS BE DONE BY OTHERS SHOWN ON THIS SHEET WILL ALL PROPOSED UTILITY WORK NOTE: UO-2MACON COUNTY STRUCTURE 550204 17BP.14.R.159 17BP.14.R.159CONTRACT:TRANSPORTATION\31614-01\MACON_204\UTILITIES\UO-2.DGN60 Scale 11x1730 Scale 22x34 3/31/17PROJECT WBS: Middlesboro, Kentucky Tri-Cities, Tennessee All Rights Reserved Charlotte, North Carolina Tennessee Knoxville, South Carolina Spartanburg, Asheville, North Carolina Copyright 2006 Vaughn & Melton, Inc.c 704 357 0488 423 467 8401 865 546 5800 606 248 6600 864 574 4775 828 253 2796 Consulting Engineers F-1088 11x17 60 SCALE NAD 83 NA 2011 TTTS15" H D PE 15" CMP SPRING T ANKS S E P TI CCARPORT15" HDP EGATEGRINDER GRINDER CONC TANKPROPANE FIRE PIT S S S S TANKPROPANE BRIDGEFOOT BRIDGEFOOT GRAVEL GR WOODS STONESTONE4" PVCCONCCONCGR GRFIELD SEPTIC FIELDSEPTIC BL-2 BR IDGE FOOT GRPLANTERS4" P VC INV=2780 .94'GRGUY POLECONC WALNUT CREEK W A LN U T C R EE K W ALNUT CREEK RD.SR 1533 19' BSTWATER RCP 60" GR TANK SEPTIC MON. CONC GREENE INVESTMENT PARTNERSHIP, LTD. DB M-25 PG 300 DB Y-18 PG 1292 ELIZABETH TYNDALL BURCH NO # DUKE ENERGY NO # DUKE ENERGY FRANKLIN, NC 28734 310 NP&L LOOP DUKE ENERGY NO # DUKE ENERGY 2 3 4 5 6 7 8 9 BL-1 DI EXI STI N G R/ W EX IS T ING R /W EXISTING R/W EXISTING R/W TANK SEPTIC S T OCKT ON RD.WD RAIL WD RAIL 1 1 EXI STI NG R/ W EXI STI NG R/ W 60.00'19' BST60.00'U.S. FOREST SERVICE R.L. MONTEITH TRACT NO. 1446 WILLIAM D. CLIFFORD DB S-28 PG 1294 DB Y-18 PG 1292ELIZABETH TYNDALL BURCH DB F-35 PG 485HERBERT ARTHUR ISERMAN, JR. BROOKS JEFFERY DB F-35 PG 481 JOACHIM N. KELLY DB G-30 PG 892 D B Z -30 PG 129PR O PE R T IE S, L L C C A R O L IN A C O N N E C T IO N GRAVEL GRAVEL 1 2 3 4-L- (SR 1533)WALNUT CREEK RD TWT T-L- STA 14+61.25 BEGIN CULVERT -L- STA 15+14.75 END CULVERT 10+0012+0013+0014+0015+0016+0018+00-L- STA 11+40.00 BEGIN PROJECT 17BP.14.R.159 17+00-L- STA 16+70.00 END PROJECT 17BP.14.R.159 FRONTIER POLE NEW PERMANENT TEL PED POLE TO REMAIN GUY ANCHOR, EX. NEW FRONTIER A B A N D O N E D A/ G 3/ 4" BLACK P LAS TI CCONSTRUCTION PRIOR TO BRIDGE FRONTIER POLE, REMOVE EX. BRIDGE CONSTRUCTION PLACED AFTER FRONTIER POLE, NEW PERMANENT REMOVE REMOVE REMOVE REMOVE A B A N D O N CONSTRUCTION PRIOR TO BRIDGE & PEDESTAL, FRONTIER POLE REMOVE EX. A BA ND ON A B AN DO N TEL PED CONNECT TO EX. BURIED CABLES PLACED PRIOR TO BRIDGE CONSTR., GUY ANCHORS AND PEDESTAL, NEW PERMANENT FRONTIER POLE, PRIOR TO BRIDGE CONSTRUCTION PEDESTAL ON STOCKTON ROAD, PLACED & BURIED CONDUIT TO EXISTING NEW PERMANENT FRONTIER PEDESTAL, CONSTRUCTION PRIOR TO BRIDGE FRONTIER POLE, REMOVE EX. PLACED JUST INSIDE RIGHT OF WAY PRIOR TO BRIDGE CONSTRUCTION, TEMPORARY CABLE PLACEMENT C C F F C C C C C F C C F C F F F F F FFCFF M60TICIVIL120,7/25/2018,R:\Roadway\Xsc\Earthwork\17BP14R159_Earthwork XSC Volume Summary.xls PROJ. REFERENCE NO.SHEET NO. 17BP.14.R.159 X-1A NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY Station Uncl. Exc.Embt Undercut L (cu. yd.)(cu. yd.)(cu. yd.) 11+40.00 0 0 11+50.00 0 0 12+00.00 15 3 12+50.00 224 4 13+00.00 745 16 13+50.00 1130 43 14+00.00 1107 67 14+50.00 817 82 14+61.25 101 22 15+00.00 129 123 15+14.75 6 66 15+50.00 0 172 16+00.00 0 135 16+50.00 1 12 16+70.00 1 0 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2750 2750 2755 2755 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2745 2745 X-117BP.14.R.159 -L- 2.5 5 11+00 2756.36 EPEP 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2755 2755 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2750 2750 X-217BP.14.R.159 -L- 2.5 5 11+40 BEGIN PROJECT 2757.732757.73EPEP 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2755 2755 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2750 2750 X-317BP.14.R.159 -L- 2.5 5 11+50 2758.17 2:12:1 2758.22EPEP 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2755 2755 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2815 2815 2750 2750 X-417BP.14.R.159 -L- 2.5 5 12+00 2760.34 2:10.0200.020 2760.652758.98 1:1EPEP0.080 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2815 2815 2755 2755 X-517BP.14.R.159 -L- 2.5 5 12+50 2761.95 0.0200.020 2762.842761.18 1:1EPEP2:1DRIVEWAY 0.006 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2815 2815 2820 2820 2755 2755 X-617BP.14.R.159 -L- 2.5 5 13+00 2763.05 1:12:10.0200.020 2762.482764.75EPEP0.020 DRIVEWAY 0.025 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2815 2815 2820 2820 2755 2755 X-717BP.14.R.159 -L- 2.5 5 13+50 2764.89 1:12:10.0200.020 2763.342766.38EPEP0.0200.0800.150 DRIVEWAY 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2815 2815 2820 2820 2755 2755 X-817BP.14.R.159 -L- 2.5 5 14+00 2765.15 1:12:10.0200.020 2764.882767.74EPEPEP0.08 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2815 2815 2755 2755 X-917BP.14.R.159 -L- 2.5 5 14+50 2766.85 1:12:10.0200.020 2766.132769.062:1 EP6:1 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2755 2755 X-1017BP.14.R.159 -L- 2.5 5 14+61.75 BEGIN CULVERT 2767.30 2:10.0200.020 2767.222769.372:1 EP6:1 1:1 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2760 2760 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2755 2755 X-1117BP.14.R.159 -L- 2.5 5 15+00 15+14.25 END CULVERT 2761.56 2:10.0200.020 2770.37EPEP0.0200.080 DRIVEWAY 2762.67 0.020 0.077 DRIVEWAY 2:10.0200.016 2770.76EPEP 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2760 2760 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2760 2760 X-1217BP.14.R.159 -L- 2.5 5 15+50 16+00 2769.552771.72EP2:1 2:10.020 0.0200.013 EP2772.59 EPEP2:12:1 0.0260.026 2773.42 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2765 2765 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2815 2815 2820 2820 2825 2825 2830 2830 2760 2760 X-1317BP.14.R.159 -L- 2.5 5 16+50 2775.452775.56EPEP2:12:1 0.0070.013 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2815 2815 2820 2820 2825 2825 2830 2830 2835 2835 2765 2765 X-1417BP.14.R.159 -L- 2.5 5 16+70 END PROJECT 2776.53 0.010 2776.53EPEP0.030 7/25/2018R:\Roadway\Xsc\17BP14R159_rdy_xpl_L.dgnWindsoWAPROJ. REFERENCE NO.SHEET NO.0 6/23/1600 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 2770 2770 2775 2775 2780 2780 2785 2785 2790 2790 2795 2795 2800 2800 2805 2805 2810 2810 2815 2815 2820 2820 2825 2825 2830 2830 2835 2835 2765 2765 X-1517BP.14.R.159 -L- 2.5 5 17+00 2778.12 EPEP