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Boom <br /> 99 H <br /> HENRY ROAD NO. 198 <br /> Index B,27-31 <br /> Sheet 12 of 16 Sheets <br /> 30' CONSTRCTION 30' <br /> .25' Rock Shoulder with 25 Rock Shoulder with <br /> Penetration Treatment Penetration Treatmile <br /> 7, 9' 9' 7 4' Earth Shoulder <br /> 4' Earth Shoulder .167'x 1$' Road Mixed Surfacing Penetration Treatment _ <br /> Penetration Treatment 3 3' R/W Line <br /> Class "C-Medium" Seal Coat <br /> :I' Sloe %4":I' Slope7. c - - — - --- -- 'g'-- - <br /> -`�' rn <br /> 10 t Highway Q' <br /> ` I 033'x 20' Untreated Rock Base <br /> 10 <br /> ' 2 I� 2 / a, <br /> 2 S/o ----o ---,--- -' Shoulder �—_--_ <br /> Var. Embankment <br /> R/W Line <br /> i 10 1 12' Earth Driveway <br /> Penetration Treatment <br /> TYPICAL SECTION FOR FILLS OVER 2 FEET <br /> TYPICAL PRIVATE DRIVEWAY <br /> CONSTROCTION <br /> .167'x 18 ' Road Mixed Surfacing 3' .25'Rock Shoulder with <br /> i .25'Rock Stwiderwith 3' Class"C-Medium" Seal Coat Penetration Treatment yti�Ppfo <br /> Penetration Treatment <br /> _ 4":I'SIO ?. 5:I 30' 1 1 ' <br /> 30- - <br /> :.3 <br /> , I 1 <br /> a ti `(P 40, ' Z 1 I <br /> 1 0.33'x20' Untreated Rock base p 2 4h 9/Z ' ' 40' Zi I pQ <br /> 9/i--- —4�/z 7 1V � ' " 0 1 I I <br /> 4'Earth Shoulder with 4 Earth Shoulder with Ip xgp' OMP C 1 <br /> Penetration Treatment TYPICAL SECTION FOR CUTS OVER 2 FEET Penetration Treatment o 12" PCC brig. Pipe i ' <br /> F.t;I. 18"140' C.M.P. <br /> ' R -' W <br /> I —�----- — Vlzt:: <br /> 1009730 CONSTRUCTION 30' ® R/W � P/W <br /> O M F-� F&I. 180140' G.M.P. <br /> I� IV 40' ' cz I I <br /> 0.33'x20' Untreated Rock Base <br /> � 4' Earth Shoulder 4'Earth Shoulder � ' <br /> Penetration Treatment 9 � _ 9' Penetration Treatment / ' v I I <br /> I' 4' 9' I' .167x 11 Road Mixed 5urfocing <br /> I' 9' 4 I' STA. 0+00 i �' i 30 STA. 98 + 6914 <br /> .25'Rock Shoulder with 2' Class "C-Mediunn Seal Coat :2j1.25'RockShoulderwith <br /> Penetration Treatment '/ ":I' Slo %":I'SI 5PsnetratiomTreatmerrt <br /> 4.1 VAR. EMBANKMENT <br /> h p< <br /> Var. Embankment 2:' <br /> ROCK BASE <br /> 2' ROAD MIXED SURFACING I I� <br /> TYPICAL SECTION FOR CUTS 8s FILLS 2 FEET OR LESS CLASS "c-MEDIUM" SEAL COAT <br /> iTA. 09 *46 <br /> 30' 0' <br /> CONSTRUCTION30' Z o I `� ' 0 <br /> 30' 1 C I • 9 <br /> .26'Rock Shoulder with I .25 Rock Shoulder with a v l <br /> Penetration Treatment Penetration Treatment <br /> 7' 9, 9' 7, <br /> 4' Earth Shoulder .167'% 18 Road Mixed Surfacing 4! Earth Shoulder <br /> Penetration Treatment 3' Closs " C Medium" Seal Coat 3 Penetration Treatment g R/W Line l) <br /> • r" R W Line <br /> 20' '/4:I Slo '/4:I Slo 5% a` <br /> •3 N—_ <br /> 4: w E N---- <br /> 10:1 2, 0;50'x 20' Untreated Rock Base T I--- I — ——— <br /> 206 'M __ 207 _ ►o — 4 — <br /> / Existing Ditch Existing Road ` R/W Line <br /> proposed Ditch �// Aa 0 <br /> Var. Imported Borrow 20' R%W LI ° ° ° • o <br /> SI <br /> STA. 249+00 TO STA. 260+80 <br /> STA. 207+ 9W7 <br /> CONSTRUCTIONDETAILS <br /> Scale I'll's 50, I <br />