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CENTERLINE <br />s.0' 30.D' <br />4.0' I L 0' - <br />PO NT REFERR <br />�2•g' 21/27 BITUMINOUS MAT - <br />15.0' <br />I I. 4.0' <br />EO TO 0 .PROF LE - <br />2.8' <br />VAR. <br />3.2 - VARIABLE <br />MIN. 3.0' gyp' <br />VARIABLE <br />2,vMIN. <br />9•' RANULAR' SUBBASE E '\ � _ <br />BASE EOURSE I - - V�L9PE 0015iFT <br />HALF 'SECTION IN FI LL HALF SECTION IN EARTH CUT <br />TYPICAL FINISHED SECTION <br />. L , <br />CENTERLINE - - <br />J 15.0' _ - 5. d . <br />ILO'. - ^ - - 4.0' 2.B' 2.2' ..3 2 <br />e <br />POINT REFERRED TO ON PROFILE - -MIN' - N <br />VARIABLE <br />. <br />MIN. <br />.3.O' <br />VARIABLE <br />2.0' MIN. - <br />- KVNDERCSLOPE O.DIS'/FT. <br />F5.0. MIN. —} <br />6 -SEED <br />LOPE TO FET <br />'0 RAG NYS— <br />�ROVNOENG. <br />5025613? 2 L3�o <br />STANDARD ABBREVIATIONS <br />CH.CH= CHANNEL EXCAVATION <br />C UNCLASSIFED EXCAVATION <br />F • FILL C-P+CULVERT PIPE <br />BBORROW W = WASTE - <br />C.M.P.A. = CORRUGATED METAL PIPE ARCH <br />S.P.P.A; = SECTIONAL PLATE PIPE ARCH <br />L.M.E.= LIMITED HIGHWAY 'EASEMENT <br />APPROVED DETAIL DRAWINGS. <br />_ <br />-ARE AS FOLLOWS <br />DETAIL <br />PLATE NO. , <br />'PRIVATE ENTRANCE 8 SIDE ROAD APPROACHES <br />OBLITERATING OLD ROAD -� <br />1-4.1.1 <br />MORTAR RUBBLE MASONRY OR RIPRAP-. FOR CULVERT <br />R_•Z, 4 2 <br />_ _ <br />B. CATTLE 'PASS . E140WALLS <br />,aha, �RIPRAP AT SIDE ROAD B P.E_ CULVERTS <br />-MARKER POSTS 8 MARKER POSTSFOR R -O -W' <br />7-1.3.3 <br />-STEEL PLATE BEAM GUARD B PLATE BEAM(MEDIAN) GUARD <br />7-2.4.7 . <br />-CONSTRUCTION BARRICADE <br />7-4-1.2 <br />-DITCH CHECKS, MORTAR RUBBLE MASONRY B SOD <br />8-1.3.1 <br />.,SODDED -BACK SLOPE FLUME B INTERCEPTING EMBANKMENT <br />8-2.1.2 <br />DESIGN B LAYOUT DETAILS FOR SIDE ROAD <br />9-I.I-3 <br />PIPE CATTLE PASS <br />6-7.1.3 <br />V --GRAVEL OR CRUSHED'S70NE BASE COURSE - - - - -- <br />HALF SECTION IN ROCK CUT GENERAL NOTES <br />- - - - NO TREES ARE TO BE REMOVED WITHOUT THE'. APPROVAL <br />TYPICAL FI.NI.SHED HALF SECTION. <br />OF THE ENGINEER <br />SHRINKAGES VARIABLE ESTIMATED AT 0% —_40% <br />. CENTERLINE <br />- ."W VARIABLE TO 'MATCH EXISTING ROAD - <br />4.6 VAR. N. <br />10.0' 10 O' VAR. 2.2' <br />2-O' MIMI AR. <br />POINT RE RR O TO ON FROM VARIABLE ROUNDING <br />- 21 - " IT MI <br />SLOPE <br />N MAT <br />B. <br />- VARIABLE <br />S P . F - L1" NI N. <br />BAA <br />OQ6 COURSE OR RU N <br />HALF SECTION IN FILL HALF SECTION IN CUT . <br />NOTE:'TYPE OF SURFACING' TO MATCH EXISTING SURFACE <br />TYPICAL SECTION FOR SIDE' ROAD <br />TYPICAL SECTION` FOR CHANNEL.' CHANGE <br />DETAIL OF SOD . DRAIN _ 1 <br />CENTERLINE <br />30 F.T.- - <br />- - 15.0 - ROUNOINN <br />ROUNDI / I <br />. . SOOSALVAGED TOP SOIL - <br />��tHANNEL CHANGES REQUIRED <br />"A AA <br />STA. O"C"- 8"C" _ - I W= 30 FT. ' <br />THE EXACT LOCATION OF PRIVATE ENTRANCES TO BE <br />DETERMINED IH THE FIELD BY THE ENGINEER <br />SALVAGED TOPSOIL.TO BE PLACED ONALL CUT SLOPES AND ALL FILL <br />SLOPES TO AN APPROXIMATE DEPTH OF 4'AT.TIME OF PLACING. ' <br />ALL THE RIGHT OF WAY. EXCLUSIVE OF THE.ROADBED -B - AREAS. - - <br />ALREADY- COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED <br />B SEEDED <br />WHEN THE OUANTITYOF THE ITEMS OF SUBSASE;SASE OR SURFACE COURSE <br />IS MEASURED FOR PAYMENT BY THE. TON OR CUBIC YARD,'THE DEPTH OR THICKNESS <br />OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS <br />WILL-OEPEHDON THE.DISTRIBUTION OF THE MATERIAL' DIRECTED BY THE ENGINEER. <br />