M G E T H O D O F C Part Section C-c L E A R I N G O

SEE INSET "A"SEE SHEET 112'14'12'RAMPSURVEY LINE12' 14'2' PAVEDSHOULDERWIDTH TRANSITIONPAVEMENTTO 14'-150' MIN2'1FROM2' PAVEDSHOULDER300' TAPERACCELERATION LENGTH(SEE PLANS)RIGID PAVEMENT2' PAVEDSHOULDERCLMEDIAN12'VAR. PAVEMENT2' PAVEDSHOULDER2' PAVEDSHOULDERVARIABLESEE NOTE 21 -09'10'EDGE OF TRAVEL LANE2' PAVEDSHOULDERCONSTRUCTION JOINT18'14'2' PAVEDSHOULDER12'SEE INSET "A"ON SHEET 1RAMPSURVEY LINE1200' MINIMUM UNIFORM TAPERUNLESS OTHERWISE SHOWN ON PLANSANGULAR ENTRANCERIGID PAVEMENTNON-INTERSTATEGENERAL NOTES:IF PAVEMENT IS PORTLAND CEMENT CONCRETE:1. THE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTSWILL BE LOCATED AS DENOTED BY THE DASHED LINES.2. FORM THE TRANSVERSE CONSTRUCTION JOINT IN LINEWITH THE NEAREST EXISTING TRANSVERSE CONTRACTION JOINTVAR. PAVEMENT2' PAVEDSHOULDERROADWAY STANDARD DRAWING FORNON-INTERSTATEROADWAY STANDARD DRAWING FORDECELERATION AND ACCELERATION LANESPARALLEL ENTRANCERALEIGH, N.C.2' PAVEDSHOULDER2' PAVEDSHOULDERVAR. PAVEMENTDIVISION OF HIGHWAYSCONSTRUCTION JOINTEDGE OF TRAVEL LANEDEPT. OF TRANSPORTATIONVARIABLESEE NOTE 2DECELERATION AND ACCELERATION LANES10'STATE OF12'VAR. PAVEMENTNORTH CAROLINA2' PAVEDSHOULDERCLMEDIAN1-181-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.2' PAVEDSHOULDERIN THE THROUGH LANE PAVEMENT. THE DISTANCE ALONG THISCONSTRUCTION JOINT WILL BE NO LESS THAN TWO FEET AND NOSHEET6OF 6225.03GREATER THAN FOUR FEET.SHEET6OF 6225.03

ABP.C. OR P.T.ACBTANGENT :SHORT VERTICAL CURVES 100' OR LESSNOTE:MAY BE INSERTED AT POINTS C & ESHORT VERTICAL CURVES 100' OR LESS MAY BE INSERTED ATWHEN DIRECTED DURING CONSTRUCTION.POINTS C & D WHEN DIRECTED DURING ECTION E-ECL OF PAV'T IS PROFILE GRADEFULLSUPERELEVATION2/3 SUPERELEVATION2/3 SUPERELEVATIONFULLSUPERELEVATIONSECTION D-DC.S. OR S.C.SECTION D-DGENERAL NOTES:SPECIAL CARE MUST BE USED TOSUPERELEVATION NORMAL CROWNNORMAL CROWNSUPERELEVATION NORMAL CROWNNORMAL CROWNPREVENT DITCH SUMPS WHICH MIGHTBE INDUCED BY SUPERELEVATION.WITH NORMAL CROWN OF PAVEMENTSECTION C-CSECTION C-CTANGENT RUNOFF DISTANCE WILL VARYLEVELNORMAL CROWNLEVELNORMAL CROWNWITHIN TANGENT RUNOUT-DISTANCE.SUPERELEVATION TO BE AS PROVIDED INT.S. OR S.T."A POLICY ON GEOMETRIC DESIGN ONSECTION B-BSECTION B-BHIGHWAYS AND STREETS".NORMAL CROWNNORMAL CROWNSECTION A-AFIGURE-1 SPIRAL CURVENORMAL CROWNNORMAL CROWNSECTION A-AFIGURE 2 - SIMPLE CURVESHEET 1OF 1SHEET 1OF 1225.04ROADWAY STANDARD DRAWING FORCL OF PAVEMENT IS PROFILE GRADEROADWAY STANDARD DRAWING FORTWO LANE PAVEMENTMETHOD OF OBTAINING SUPERELEVATIONDCINSIDEEDGEOF PAV'T.RALEIGH, N.C.PROFILE GRADE LC OF PAV'T.DIVISION OF HIGHWAYSOUTSIDEEDGEOF PAV'T.DEPT. OF TRANSPORTATIONCINSIDEEDGEOF RTSTRANSITIONTWO LANE PAVEMENTOUTSIDEEDGEOF PAV'T.PROFILE GRADE LC OF PAV'T.E1/3 RUNOFF2/3 RUNOFFMETHOD OF OBTAINING SUPERELEVATIONONSITITRANLINETHIGSTRADBSTATE OFCANORTH CAROLINADRUNOFF1-18BNORMAL CROWNT.S. OR S.T.ANORMAL CROWN1-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.FULL SUPERELEVATIONFULL SUPERELEVATIONS.C. OR C.S.2-LANE PAVEMENT PROFILE GRADE ON CL OF PAVEMENT.CROWN BOTH WAYS FROMLC ROTATE ABOUT LC.2-LANE PAVEMENT WITHOUT TRANSITION PROFILE GRADE ON CLPAVEMENT.SLOPE BOTH WAYS FROM LC ROTATE ABOUT LC.225.04

APROFILE GRADE MEDIANAAT.S. OR S.T.C.S. OR S.C.NORMALCROWNRUNOFFAAAT.S. ORCROWNC.S. OR S.C.PROFILE GRADE RIGHT PAVEMENTAS.T.APROFILE GRADE MEDIANRIGHT EDGE PAVEMENTNEEDED ON RIGHT LANERIGHT EDGE OFVAR.TANGENT RUNOUTASTRAIGHT LINE TRANSITIONACSTR. LINETRANSITIONABAAVARIABLEAANO TANGENT RUNOUTCLRIGHTPAVEMENTACBRIGHT EDGE RIGHT PAVEMENTASHORT VERTICAL CURVES 100' OR LESS MAY BE INSERTED AT POINTS C AND DDSHORT VERTICAL CURVES 100' OR LESS MAY BE INSERTED AT POINT DWHEN DIRECTED ON CONSTRUCTIONROADWAY STANDARD DRAWING FORDIVIDED HIGHWAYSMETHOD OF OBTAINING SUPERELEVATIONDPAVEMENTWHEN DIRECTED ON CONSTRUCTIONPROFILE GRADE MEDIANPROFILE GRADE MEDIANEDGE OF PAVEMENTEDGE OF PAVEMENTFULL SUPERELEVATIONFULL SUPERELEVATIONFULL SUPERELEVATIONFULL SUPERELEVATIONC.S. OR S.C.C.S. OR S.C.SECTION D-DSECTION D-DSUPERELEVATION SLOPENORMAL CROWNOF NORMAL CROWNSUPERELEVATION SLOPESUPERELEVATION SLOPEOF NORMAL CROWNOF NORMAL CROWNSECTION C-CSECTION C-CNORMAL CROWNNORMAL CROWNNORMAL CROWNLEVELLEVELLEVELT.S. OR S.T.T.S. OR S.T.SECTION B-BSECTION B-BNORMAL CROWNNORMAL CROWNNORMAL CROWNNORMAL CROWNSECTION A-AFIGURE 1 SPIRAL CURVESECTION A-AFIGURE 2 SIMPLE CURVE OR SPIRAL CURVE4 LANE PAVEMENT4 LANE PAVEMENTPROFILE GRADE ON MEDIAN EDGE OF PAVEMENT. SLOPE BOTH WAYSPROFILE GRADE MEDIAN EDGE OF PAVEMENT. CROWNED ABOUT CENTERFROM MEDIAN, ROTATE ABOUT MEDIAN.OF PAVEMENTS, ROTATE ABOUT MEDIAN EDGESROADWAY STANDARD DRAWING FORNORMALDIVIDED HIGHWAYSRUNOFFMETHOD OF OBTAINING SUPERELEVATIONLEFT EDGE PAVEMENTPROFILE GRADE LEFT PAVEMENTRALEIGH, N.C.STATE OFTNEMCEVATPFELLADIVISION OF HIGHWAYSCVAR.NORTH CAROLINABAATIONRANSIINE TGHT LSTRAIABATANGENT RUNOUTTANGENT RUNOUTNTIOPAVEMENTNSITRAINELHTAIGSTR1-18ALEFT EDGE OFDLEFT EDGE LEFT PAVEMENTDEPT. OF TRANSPORTATIONFULL SUPERELEVATIONDA1-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.FULL SUPERELEVATIONCGENERAL NOTES:-SUPERELEVATION TO BE AS PROVIDED IN "A POLICY ON GEOMETRIC DESIGNS OF HIGHWAYS AND STREETS".-SPECIAL CARE MUST BE USED TO PREVENT DITCH SUMPS WHICH MIGHT BE INDUCED BY SUPERELEVATION.SHEET 1OF 1-PROFILE GRADE WILL BE MEDIAN EDGE OF PAVEMENT ON BOTH TANGENTS AND CURVES.SHEET 1OF 1-IN WIDE MEDIANS, WHERE INDIVIDUAL ALIGNMENT IS USED, PROFILE GRADE WILL REMAIN ON MEDIAN EDGE OF PAVEMENT.225.05225.05

CONSTRUCTION LIMITS(TOP OF BACKSLOPE)TOE OF SLOPER.O.W.SIGHT LINER.O.W.DITCH FLOW LINESHOULDERTOE OF SLOPESHOULDERDITCH FLOW LINETOP OF BACKSLOPER.O.W.R.O.W.12" RSEPECTIVE)SLOPE TOPLANRALEIGH, N.C.DIVISION OF HIGHWAYSDISTANCE AT INTERSECTIONSLINEMETHOD OF GRADING SIGHT10'MIN.EASEMENTROADWAY STANDARD DRAWING FORORSHOULDERDEPT. OF TRANSPORTATIONSTATE OF1-18BBR.O.W.R.O.W.AAROADWAY STANDARD DRAWING FORMETHOD OF GRADING SIGHTDISTANCE AT INTERSECTIONSR.O.W.W.O.R.NORTH CAROLINA1-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.PERSPECTIVEVIEW OF TYPICAL DAYLIGHTING AT INTERSECTION IN CUT AND ER.VARIABLENORMALBACKSLOPESHEET 1OF 1225.06R.O.W.LINESHEET 1OF 1A-ASECTIONB-B225.06

E100'A*AVAR. DA16'-6"AAA*A6:16:1AVAR. DA16'-6"A6:16:1*6:14:16:1*VAR. (4:1)13:6:18' VCA6' VCAA8' VC8' VCA6' VC6' VCAASECTION ASECTION BSECTION DSECTION CBRIDGE BEAMADIS.A2 :1VAR. (4:1MAX.)8' VCA12:8' VCA1'-6"AAEXTEND NORMAL SLOPE*VAR.DIS.A16'-6"*VARIABLE8' MIN. HT.FALSE CUTEXTEND NORMAL SLOPE6' VCA6' VC** AAAAAVAR.AAA**1 OR6' VC:112:AASECTION GSECTION E225.07*AT GRADE SEPARATIONSAAGRADING FOR FALSE CUTBLENDA300'16'-6"AAADAA*AROADWAY STANDARD DRAWING FORGRADING FOR FALSE CUTAT GRADE SEPARATIONSA*RALEIGH, N.C.100'ACBSHEET 1OF 11-18POPOESEE ROADWAY PLANS AND/OR STRUCTURE PLANSFOR VARIABLE OFFSET.100'A** -D8:1AD - TYPICAL DITCH WIDTHSEE ROADWAY TYPICAL SECTIONS FOR NORMALSHOULDER WIDTHS, SHOULDER SLOPES, AND DITCH WIDTHS.100'AAE* -TAPERDIVISION OF HIGHWAYSAIF STRUCTURE HAS OUTSIDE PIERS, ELIMINATETHE 6' VERTICAL CURVE.30:1 DITCHDEPT. OF TRANSPORTATIONFSTATE OFEUSE THIS GRADING GUIDE AT GRADESEPARATIONS WITH FALSE CUT APPROACH.NORTH CAROLINAO100'AGPGENERAL NOTES:ROADWAY STANDARD DRAWING FOR1-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.2:1 SLOPEOR FLATTERGSECTION FSHEET 1OF 1225.07

.193'-8"50'SECTION D-DEE20'-0"15'-0"20'-0"A50'A AAAFF15'-0"AA2'-10"SECTION 0'-0"A2'-0"A0.06CONTRACTION JOINTSA50'12'ASECTION F-F4" CONCRETE SLOPE PROTECTION15'-0"H20'-0"A20'-0"A15'-0"AAHA(ROADWAY ITEM)FLAT1'-2"AXSECTION AILSKEW PLANFLATA60.050'SECTION AJSHOULDER1'-4 "1:8BRIDGEM.E.O.P.SECTION I-IRAILBBX AA100'100'REFER TO PROJECT TYPICALSECTIONS FOR MEDIAN VED2'-10 "CONTRACTION JOINTS12'ASEETYPICAL5'5'ASECTIONSASHOULDERASECTION J-JWELDED WIRE FABRICBRIDGE4" CONCRETE SLOPE PROTECTIONPIER(ROADWAY ITEM)4" CONCRETESTYLE 6X6 WI/ 4X4 WISLOPE PROTECTION3' :1100'4:1PAVED4:1SHOULDEREARTH8:1MATERIAL8:1GRADE DITCHBIN BRIDGE AREA40'PLANPLACED AT 2" DEPTH(ROADWAY ITEM)ROADWAY STANDARD DRAWING FORA4'-6"EARTH BERM MEDIAN PIER PROTECTION50'C0.23A50'C0.10BAASECTION C-CMEOP100'ROADWAY STANDARD DRAWING FOREARTH BERM MEDIAN PIER PROTECTIONSHOULDER15'-0"AAAAAM.E.O.P.(ROADWAY ITEM)VAR.RALEIGH, N.C.4:1SECTION A-A & B-BM.E.O.P.PROTECTION5'ASTATE OF4:1A3' V.C.6'-0"4" CONCRETE SLOPEX6'-0"A15'-0"NORTH CAROLINAA1 2:12:PAVED SHOULDERPAVED225.08A6'-0"0.14SHEET1OF 2APIERAOVERHEAD STRUCTURELEGEND20'-0"DIVISION OF HIGHWAYSA20'-0"DEPT. OF TRANSPORTATION1-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.70'-0"15'-0"SECTION X-XASHEET1OF 2225.08

IN CUTS - EXCAVATE THE MEDIAN BETWEEN SECTIONS A-A AND J-J AS SHOWNIN PERSPECTIVE VIEW. EXCAVATE BETWEEN SECTIONS A-A AND A-A TO THERALEIGH, N.C.DIVISION OF HIGHWAYSA.DEPT. OF TRANSPORTATIONSTATE OFGRADINGNORTH CAROLINA1.1-181-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.GENERAL NOTES:GRADED DITCH SHAPE SHOWN ON SECTION X-X. AFTER COMPLETION OF THEIN FILLS - CONSTRUCT THE MEDIAN BETWEEN SECTIONS A-A AND A-A TO THEGRADED DITCH SHAPE SHOWN ON SECTION X-X. AFTER COMPLETION OF THE MEDIANSHEET2OF 2225.08BRIDGE PIERS, CONSTRUCT THE AREA BETWEEN SECTIONS A-A AND A-A TO THE SHAPEOF THE 4" CONCRETE SLOPE PROTECTION SHOWN ON SECTION X-X. THE MEDIANEARTH BERMS BETWEEN SECTIONS J-J AND A-A, AS SHOWN IN PERSPECTIVE VIEW,MAY BE CONSTRUCTED PRIOR TO COMPLETION OF THE MEDIAN BRIDGE PIERS.2.CONCRETE SLOPE PROTECTIONPLACE THE 4" CONCRETE SLOPE PROTECTION IN ACCORDANCE WITH THESE DETAILSAS PART OF THE PAVING CONTRACT. PROPERLY SHAPE AND FIRMLY COMPACTEARTH MATERIAL BEFORE PLACING SLOPE PROTECTION REINFORCING AND CONCRETE.FINISH THE CONCRETE SURFACE WITH A WOODEN FLOAT.TRANSVERSE JOINTS: FORM A GROOVED JOINT 1" DEEP WITH „" RADII ATAPPROXIMATELY 10' INTERVALS. LOCATE A GROOVED JOINT OR A CONSTRUCTIONJOINT SO AS TO INTERSECT THE EXPANSION JOINT MATERIAL PLACED AROUND EACHPIER. NO SEALING OF THESE JOINTS IS REQUIRED. WIRE MESH TO BE LAPPED 6"AT ALL CONSTRUCTION JOINTS. SPACE CONTRACTION JOINTS AT 25' INTERVALS.ROADWAY STANDARD DRAWING FORROADWAY STANDARD DRAWING FOREARTH BERM MEDIAN PIER PROTECTIONB.EARTH BERM MEDIAN PIER PROTECTIONMEDIAN BRIDGE PIERS, BACKFILL THE AREA BETWEEN SECTIONS A-A AND A-ATO THE SHAPE OF THE 4" CONCRETE SLOPE PROTECTION SHOWN ON SECTION X-X.SHEET2OF 2225.08

RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONSTATE OFNORTH CAROLINAASECTION B-1SECTION B-1AIF OUTSIDE PIER IS USED (A-3),E.O.L.200' TAPERNOTES:30:11-18A200'E.O.L.SHOULDER200' TAPER25'FILL SLOPEA1.DITCH TAPERA25'ASECTION A-4APAVEDSECTION A-3 ORASECTION A-2AELIMINATE 6' VERTICAL CURVE ON B-1.PAVEDUSE 100'-300' TRANSITION ON THE2.ASHOULDERTAPERSECTION CAA*SHOULDERAE.O.L.SECTION A-3SHOULDER SLOPE*SHOULDER6' VCAA*SLOPEAA*SLOPEAVARIABLESECTION B-1AE.O.L.:11 2:1ORASECTION A-4*SHOULDERA*DITCHA*12:*SLOPEASECTION B12:****SLOPEA*SLOPEEXTEND NORMALAA1'-6"6' VCE.O.L.E.O.L.E.O.L.1'-6"SECTION A-2*SHOULDER:11 2:1ORA*ASECTION A-1**A1'-6"E.O.L.AA*AAA*:11 2:1ORAA**A:11 2:1ORAA***DITCHFOR CUT APPROACHESAE.O.L.FOR FILL APPROACHESAAA*SHOULDER6:1TRANSITION AT GRADE SEPARATIONSAAROADWAY STANDARD DRAWING FORSECTION BRORE1T:T2ALF8:1GUIDE FOR SHOULDER AND DITCHPLANS FOR OFFSET.STANDARSL D FOPILELROADWAY STANDARD DRAWING FOR** SEE ROADWAY PLANS AND/OR STRUCTUREASLOPES, AND DITCH WIDTHS.ASEE ROADWAY TYPICAL SECTIONS FORNORMAL SHOULDER WIDTHS, SHOULDERGUIDE FOR SHOULDER AND DITCHTRANSITION AT GRADE SEPARATIONS*VARIABLETRAILING SIDE OF CUT SECTION.A1-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.SECTION A-1 ORASECTION CSHEET 1OF 1SHEET 1OF 1225.09225.09

BEFORE CONSTRUCTING EMBANKMENT, NOTIFYENGINEER TO SURVEY AND RECORD THE FOLLOWING:(a) EXISITING GROUND ELEVATION,(b) TOP OF BASE ELEVATION AND(c) TOP OF PIPE ELEVATION.4.MAKE SETTLEMENT GAUGE HIGHLY VISIBLE SOGAUGE IS NOT HIT OR DAMAGED.5.PLACE AND COMPACT FILL MATERIAL AROUNDSETTLEMENT GAUGE WITHOUT DISTURBING GAUGE.6.NOTIFY ENGINEER WEEKLY TO SURVEY AND RECORDTHE FOLLOWING:(c) TOP OF PIPE ELEVATION AND(d) EMBANKMENT ELEVATION.7.CONNECT PIPE/COUPLER EXTENSION TO EXISTINGPIPE/COUPLER AS NEEDED TO MAINTAIN APIPE/COUPLER STICK-UP OF AT LEAST 12" WHILEMONITORING SETTLEMENT.8.SCREW PIPES/COUPLERS TOGETHER HAND TIGHTAND THEN TIGHTEN 2 TO 3 FULL TURNS WITHA WRENCH.9.NOTIFY ENGINEER TO SURVEY AND RECORD THEFOLLOWING:(c) TOP OF PIPE ELEVATION,(d) EMBANKMENT ELEVATION AND(e) TOP OF EXTENSION ELEVATION.STEEL OR WOOD BASE(b)EXISTING GROUNDSETTLEMENT GAUGE(c)(d)ROADWAY STANDARD DRAWING MINEMBANKMENT L PIPE OR COUPLER2" DIA. MINTHREADED JOINTSECURE CONNECTION (CENTERED ON BASE)STEEL PIPE/COUPLER WELDED TO STEEL PLATE AND FORWOOD BASE, PLATE BOLTED TO WOOD BOARDS WITH 4 BOLT,WASHER AND NUT ASSEMBLIES SPACED EQUALLY AROUND WELDBOLT, WASHER AND NUT ASSEMBLY (TYP)2 WASHERS TOTAL- ONE WASHER ON TOP OF STEEL PLATE/WOOD BASEBETWEEN PLATE/BASE AND BOLT HEAD- ONE WASHER UNDERNEATH WOOD BASE BETWEENBASE AND NUT‚"FLAT STEEL OR WOOD BASE- " THICK MIN STEEL PLATE OR- 2 ƒ" THICK MIN WOOD BOARDS(1- " THICK MIN TOTAL) BOLTEDTOGETHER AT EACH CORNER10. RETURN TO STEP 4 WITH NEW TOP OF PIPEELEVATION EQUAL TO TOP OF EXTENSION ELEVATION.EMBANKMENTNMI3'P)TY(3'MIN(TYP)ROADWAY STANDARD DRAWING FOR1-18(a)RALEIGH, N.C.SET BASE ON LEVEL GROUND SO PIPE/COUPLERIS PLUMB.DIVISION OF HIGHWAYS2.3.DEPT. OF TRANSPORTATIONSTATE OFPIPE OR COUPLERNORTH CAROLINA1. PLACE STEEL/WOOD BASE AT APPROXIMATE GAUGELOCATIONS SHOWN IN THE PLANS AS DETERMINEDBY THE ENGINEER.(c)EMBANKMENT MONITORING1-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.EMBANKMENT MONITORING SEQUENCENOTES:1. SEE ROADWAY SUMMARY SHEETS FOR APPROXIMATE SETTLEMENT GAUGE LOCATIONS.SHEET 1OF 1235.012.FOR EMBANKMENT MONITORING, SEE SECTION 235 OF THE STANDARD SPECIFICATIONS.3.INSTALL SETTLEMENT GAUGES AFTER CLEARING AND GRUBBING GAUGE LOCATIONS ANDBEFORE CONSTRUCTING EMBANKMENTS WITH EMBANKMENT MONITORING.SETTLEMENT GAUGESHEET 1OF 1235.01

TCUNOTE:EOPSL12"USE THIS DRAWING AS A GUIDE ONLY. THE SLOPES ANDDIMENSIONS MAY BE ADJUSTED AS DIRECTED BY THEENGINEER TO FIT EXISTING TERRAIN. CONSTRUCT THEDITCH PROTECTIVE TREATMENT WITH CONCRETE,RIP RAP, OR FIBERGLASS ROVING DITCH LINER AS10'-0"SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.V.C.DITCH WIDTH AND LENGTH AS DIRECTED BY THE ENGINEER.PROP. PROTECTIVE TREATMENTBERM DITCHFILLCUTGRADE POINTROADWAY DITCHPLANRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONSTATE OFLEIABVARGUIDE FOR BERM DITCH CONSTRUCTION4'-0"ROADWAY STANDARD DRAWING FORROADWAY STANDARD DRAWING FORGUIDE FOR BERM DITCH CONSTRUCTION240.011-185'-0"2:1SHEET 1OF 1NATURAL GROUNDNORTH CAROLINASLOPE STAKE1-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.6'-0"SHEET 1OF 1240.01

EMBANKMENT1' CLEARANCE MIN10' MAXSHOULDER OR BERMBREAK POINT (TOP OF SLOPE)SEE ROADWAY TYPICALS FORGUTTER, CURB AND GUTTEROR FINISHED GRADE DETAILS18" CLASS IV SELECT MATERIAL (ABC)SLOPE STAKE POINT ANDCONSTRUCTION LIMIT(TOE OF SLOPE)2'2' THICK RIPRAPGROUND LINE(SEE NOTE 3)GEOTEXTILE FOR ROCK PLATING2' THICK RIPRAP(SEE NOTE 3)SEE GEOTEXTILEOVERLAP DETAILROCK PLATING DETAIL NO. 1 - TYPICAL SECTIONEMBANKMENT5'OVERNE LACE PMSISAR NYIFGEOTEXTILE FORROCK PLATING (TYP)FLA 15T .1T :E (R H:VF )OILL RSLOPERALEIGH, N.C.FLA 15T .1T :E (R H:VF )OILL RSLOPE5'OVERNE LACE PMSISAR NYIFSTEEL BEAM GUARDRAILDIVISION OF HIGHWAYSGEOTEXTILE FOR ROCK PLATINGGUARDRAILFACE4'-6" MINSEE GEOTEXTILEOVERLAP DETAILDEPT. OF TRANSPORTATION18" CLASS IV SELECT MATERIAL (ABC)2'STATE OFSHOULDER OR BERMBREAK POINT (TOP OF SLOPE)NORTH CAROLINA1' CLEARANCE MINSEE ROADWAY TYPICALS FORGUTTER, CURB AND GUTTEROR FINISHED GRADE DETAILS1-181-18STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.GUARDRAILFACE4'-6" MINSTEEL BEAM GUARDRAILSLOPE STAKE POINT(TOE OF SLOPE)CONSTRUCTION LIMITGROUND LINETOP OF SLOPE3'-6"MIN (TYP)MIN (TYP)CONSTRUCTION LIMITGROUND LINE2'1.5:1(H:V)ORGEOTEXTILE OVERLAP DETAIL2'(PLAN VIEW)CUTFLATTERCUTGEOTEXTILEFOR ROCK PLATINGSLOPESLOPESEE GEOTEXTILEOVERLAP DETAIL5'OVERNE LACE PMSISAR NYIFEXISTING GROUNDSLOPE STAKE POINT(TOP OF SLOPE)GROUND LINEFLATTERGEOTEXTILEFOR ROCK PLATINGCONSTRUCTION LIMITTOE OF SLOPESLOPE STAKE POINT(TOP OF SLOPE)1.5:1(H:V)OR2' THICK RIPRAP(SEE NOTE 3)5'OVERNE LACE PMSISAR NYSEE GEOTEXTILEOVERLAP DETAIL2' THICK RIPRAP(SEE NOTE 3)IFTOE OFSLOPECL DITCH4' - 6'EXISTING GROUNDSTEEL BEAMGUARDRAIL,IF APPLICABLETOE OFCSLOPEL GUTTER4'-6" MINGUTTERCURB ANDGUTTERSUBDRAIN COARSE AGGREGATESEE ROADWAY TYPICALSFOR DITCH DETAILS6" DIA. PERFORATED SUBDRAIN PIPEBERM WIDTHSEE ROADWAY TYPICALS FOR GUTTER OR CURBAND GUTTER, GUARDRAIL AND BERM DETAILSCURBFACEROCK PLATINGROCK PLATINGROADWAY STANDARD DRAWING FORROCK PLATING DETAIL NO. 2 - TYPICAL SECTION5' OVERLAP18" OVERLAPROADWAY STANDARD DRAWING FORROLL WIDTHROCK PLATING DETAIL NO. 3 - TYPICAL SECTIONROCK PLATING DETAIL NO. 4 - TYPICAL SECTIONNOTES:1. SEE ROADWAY PLANS AND SUMMARY SHEETS FOR ROCK PLATING LOCATIONS.SHEET 1OF 1275.012.FOR ROCK PLATING, SEE SECTION 275 OF THE STANDARD SPECIFICATIONS.3.USE CLASS 1, 2 OR B RIPRAP UNLESS REQUIRED OTHERWISE IN THE ROADWAY SUMMARY SHEETS.SHEET 1OF 1275.01

m g e t h o d o f c l e a r i n g 200.03 200.03 a a 1-1 8 1-1 8 part section d-d part section c-c part section b-b clearing limits clearing limits slope stake line slope stake line r/w r/w r/w r/w r/w r/w clearing limits clearing limits clearing limits c c c c c f f f f f * 1 0 ' 5 ' 6 ' * 1 0 ' e.o.p. berm ditch 10' slope stake point const. limit