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4 <br />A <br />¢ 0, CENTERLINE <br />GRAVEL OR CRUSHED STONE BAS 30 0' <br />CO • 4-CY /STA-\� <br />COURSE SNWL _ <br />(BOTH SIDES) <br />2.8' 4.0' 1 ILO' <br />FERTILIZE B SEED -�� 21/2" BRUMINOU6 MAT ------ POINT REFERRED TO ON PROFILE <br />• ' ��� \ AOC, FOR Orr SURf. • 22CY./STA. <br />IifF 9• <br />' <br />IPE <br />E BASE COURSE • 183 TON / STA. I COURSE • 135 C / STA. AT 25% SHK. <br />A` 8 p*,t• <br />P <br />�M HALF SECTION IN FILL HALF SECTION IN CUT <br />C•� NpP ll <br />TYPICAL FINISHED SECTION <br />AND <br />SIDE ROAD "A" STA. 52C+00 <br />"IABLIE <br />2.4' MIN. <br />1. <br />TYPICAL SUPERELEVATED SECTION <br />i 410' __ 1/2 W VARIABLE TO MATCH EXISTING ROAD <br />+ I <br />! 2.2'I ZA _R. _ 10.0 <br />i I '• <br />� i I <br />l 1 I <br />n o' <br />REFERRED TO ON PROFILE <br />BITUMINOUS SURFACING <br />41 SLOV� STONE BASE COURSE /8 -GRAVEL OR CRUSHED_ <br />STONE BASE COURSE <br />1/2 HALF SECTION I/2 HALF SECTION <br />R OUNOINGS 5`'°QE SIDE ROADS W,"C,'V,"G" SIDE ROADS "A,"E", "F" <br />TYPICAL FINISHED SECTION FOR SIDE ROADS <br />F = FILL <br />REOD. = REQUIRED <br />L.H.E.• LIMITED HIGHWAY EASEMENT <br />RCSD.= REINFORCED CONCRETE STORM DRAIN <br />GENERAL NOTES i <br />4" INCHES OF SALVAGED TOP SOIL TO BE PLACED ON ALL <br />CUT & FILL SLOPES AS DIRECTED BY THE ENGINEER. <br />ROCK IS ESTIMATED TO SWELL AT 0% TO 25% <br />EARTH IS ESTIMATED TO SHRINK AT 151/6 TO 30% <br />NO TREES TO BE REMOVED WITHOUT THE APPROVAL OF THE <br />ENGINEER. <br />THE EXACT LOCATION OF PRAAT'E ENTRANCES TO BE <br />* 1/2 OF NORMAL SUPER- DETERMINED IN THE FIELD BY THE ENGINEER. <br />,X ROUNDING ELEVATION. ALL DISTURBED AREAS WITHIN THE RIGHT OF WAY LIMIT'S, <br />EXCEPT ROCK.ARE TO BE FERTILIZED.AND SEEDED. <br />ROCK SOUNDINGS WERE MADE WITH 1/2" IRON RODS <br />DRIVEN WITH AN 8 POUND HAMMER TO REFUSAL. <br />F ---CENTERLINE <br />.O' IS 0' <br />I <br />4,0 <br />i I <br />POINT -REFERRED TO JN PROFILE <br />I / I �•••�R. <br />. - VARIABLE <br />21 BITUMINOUS SURFACE _.��--'-MIN-� <br />i _ _ � 3.0 <br />_.----° - --------- 1-- <br />----- -- ---------�- VARIABLE <br />6" ROCK UNDERCUT 2.4' MIN. <br />TYPICAL FINISHED 1/2 SECTION <br />STA. 5 "A"•44.37- STA.10+50 LT. <br />STA. 5"A"+45.56-STA.10+50 RT. <br />j -GRANULAR . SURBASE--COL'R$E <br />BB G.Y./STA. AT 25% SHK. <br />..9-015'/FT 10,1 <br />B• GRAVEL OR CRUSHED STONE. <br />NA-SE-COURSE-- <br />TYPICAL <br />ASE-COURSE- TYPICAL FINISHED 1/2 SECTION IN ROCK <br />TYPICAL. CROSS SECTON <br />FOR <br />301 FT. ROAD B E D <br />SCAT_ E <br />AS NOTED <br />�� ten* rorty <br />wuwo' gym_ <br />S 0255(6) 2 <br />GREE S.E. / <br />APPROVED DETAIL DRAWINGS <br />1-3.1.1 <br />PRIVATE ENTRANCES AND SIDE ROAD APPROACHES. <br />1-4.1.1 <br />OBLITERATING OLD ROAD. <br />6-2.42 <br />MORTAR RUBBLE MASONRY OR RIPRAP FOR ENDWALLS. <br />6.25.1 <br />RIPRAP AT S.R. CULVERTS & RPRAP OR 900 AT PE. CULVERTS. ` <br />6-5.31 <br />CORRUGATED METAL PIPE ARCH. <br />6-7.1.3 <br />PIPE CATTLE PASS. <br />7-1.33 <br />MARKER POSTS N3 MARKER POSTS FOR RIGHT OF WAY. <br />7-2.4.7 <br />STEEL PLATE BEAM GUARD <br />7-4.1.2 <br />CONSTRUCTION BARRICADE. <br />8-1.3.1 <br />SOD DITCH CHECKS <br />8-212 <br />SOD BACKSLOPE FLUME 9 INTERCEPTING EMBANKMENT. <br />3-I.I.b <br />CONCRETE CURB d GUTTER <br />5-3.3.1 <br />CATCH BASINS <br />5-3.4.4 CATCH BASINS N3 INLET COVERS <br />5-3.5.1 <br />INLETS <br />5-3.6.1 <br />INLET COVERS f <br />5.6 <br />STANDARD ABBREVIATIONS <br />RT. <br />C COMMON EXCAVATION <br />R X11 <br />R ROCK EXCAVATION <br />5.3 <br />B. = BORROW EXCAVATION <br />160+40 <br />P.C. P= PIPE CATTLE PASS <br />2°-00' <br />CAtPA.- CORRUGATED METAL PIPE ARCH. <br />175' <br />C.P = CULVERT PIPE. <br />�N TABLE <br />R.H.F = RIGHT HAND FORWARD. M <br />F = FILL <br />REOD. = REQUIRED <br />L.H.E.• LIMITED HIGHWAY EASEMENT <br />RCSD.= REINFORCED CONCRETE STORM DRAIN <br />GENERAL NOTES i <br />4" INCHES OF SALVAGED TOP SOIL TO BE PLACED ON ALL <br />CUT & FILL SLOPES AS DIRECTED BY THE ENGINEER. <br />ROCK IS ESTIMATED TO SWELL AT 0% TO 25% <br />EARTH IS ESTIMATED TO SHRINK AT 151/6 TO 30% <br />NO TREES TO BE REMOVED WITHOUT THE APPROVAL OF THE <br />ENGINEER. <br />THE EXACT LOCATION OF PRAAT'E ENTRANCES TO BE <br />* 1/2 OF NORMAL SUPER- DETERMINED IN THE FIELD BY THE ENGINEER. <br />,X ROUNDING ELEVATION. ALL DISTURBED AREAS WITHIN THE RIGHT OF WAY LIMIT'S, <br />EXCEPT ROCK.ARE TO BE FERTILIZED.AND SEEDED. <br />ROCK SOUNDINGS WERE MADE WITH 1/2" IRON RODS <br />DRIVEN WITH AN 8 POUND HAMMER TO REFUSAL. <br />F ---CENTERLINE <br />.O' IS 0' <br />I <br />4,0 <br />i I <br />POINT -REFERRED TO JN PROFILE <br />I / I �•••�R. <br />. - VARIABLE <br />21 BITUMINOUS SURFACE _.��--'-MIN-� <br />i _ _ � 3.0 <br />_.----° - --------- 1-- <br />----- -- ---------�- VARIABLE <br />6" ROCK UNDERCUT 2.4' MIN. <br />TYPICAL FINISHED 1/2 SECTION <br />STA. 5 "A"•44.37- STA.10+50 LT. <br />STA. 5"A"+45.56-STA.10+50 RT. <br />j -GRANULAR . SURBASE--COL'R$E <br />BB G.Y./STA. AT 25% SHK. <br />..9-015'/FT 10,1 <br />B• GRAVEL OR CRUSHED STONE. <br />NA-SE-COURSE-- <br />TYPICAL <br />ASE-COURSE- TYPICAL FINISHED 1/2 SECTION IN ROCK <br />TYPICAL. CROSS SECTON <br />FOR <br />301 FT. ROAD B E D <br />SCAT_ E <br />AS NOTED <br />GREE S.E. / <br />53192 <br />LT. <br />2•- 30' <br />0.057 <br />175' <br />6.45.3 <br />175 <br />77+85 RT_ 30� -0036 >< <br />- <br />5.7 <br />Z6 6 <br />LT. <br />_ _3. <br />31 00v- _ <br />0 066 <br />180` <br />8.8 <br />5.1 <br />1" <br />_ RT. <br />3°-w <br />_ <br />OJD33 " <br />175 <br />5.7 <br />-- <br />7.5 <br />132+50 <br />_ <br />LT. <br />_- <br />6•-00 <br />Q040 � <br />1751 <br />7.7 <br />5.6 <br />Pf,�Ot75_ <br />RT. <br />2•-W <br />OD57 <br />175 <br />5.3 <br />8.4 <br />160+40 <br />LT. <br />2°-00' <br />0.047 <br />175' <br />8.0 <br />5.4 <br />171_+00- <br />RT <br />4•-00 <br />0 076 <br />210` <br />-- <br />.0 <br />-- - <br />_91-3 <br />_ <br />183+70 <br />LT. <br />39.3d <br />0.072 <br />-190 <br />9.I <br />-5A - <br />F = FILL <br />REOD. = REQUIRED <br />L.H.E.• LIMITED HIGHWAY EASEMENT <br />RCSD.= REINFORCED CONCRETE STORM DRAIN <br />GENERAL NOTES i <br />4" INCHES OF SALVAGED TOP SOIL TO BE PLACED ON ALL <br />CUT & FILL SLOPES AS DIRECTED BY THE ENGINEER. <br />ROCK IS ESTIMATED TO SWELL AT 0% TO 25% <br />EARTH IS ESTIMATED TO SHRINK AT 151/6 TO 30% <br />NO TREES TO BE REMOVED WITHOUT THE APPROVAL OF THE <br />ENGINEER. <br />THE EXACT LOCATION OF PRAAT'E ENTRANCES TO BE <br />* 1/2 OF NORMAL SUPER- DETERMINED IN THE FIELD BY THE ENGINEER. <br />,X ROUNDING ELEVATION. ALL DISTURBED AREAS WITHIN THE RIGHT OF WAY LIMIT'S, <br />EXCEPT ROCK.ARE TO BE FERTILIZED.AND SEEDED. <br />ROCK SOUNDINGS WERE MADE WITH 1/2" IRON RODS <br />DRIVEN WITH AN 8 POUND HAMMER TO REFUSAL. <br />F ---CENTERLINE <br />.O' IS 0' <br />I <br />4,0 <br />i I <br />POINT -REFERRED TO JN PROFILE <br />I / I �•••�R. <br />. - VARIABLE <br />21 BITUMINOUS SURFACE _.��--'-MIN-� <br />i _ _ � 3.0 <br />_.----° - --------- 1-- <br />----- -- ---------�- VARIABLE <br />6" ROCK UNDERCUT 2.4' MIN. <br />TYPICAL FINISHED 1/2 SECTION <br />STA. 5 "A"•44.37- STA.10+50 LT. <br />STA. 5"A"+45.56-STA.10+50 RT. <br />j -GRANULAR . SURBASE--COL'R$E <br />BB G.Y./STA. AT 25% SHK. <br />..9-015'/FT 10,1 <br />B• GRAVEL OR CRUSHED STONE. <br />NA-SE-COURSE-- <br />TYPICAL <br />ASE-COURSE- TYPICAL FINISHED 1/2 SECTION IN ROCK <br />TYPICAL. CROSS SECTON <br />FOR <br />301 FT. ROAD B E D <br />SCAT_ E <br />AS NOTED <br />