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SSH <br /> �. HENRY ROAD NO. 198 <br /> CONSTRUCTION Index 6,27-31 <br /> 30 30' Sheet 11 of 16 Sheets <br /> 25 Rock Shoulder with .25 Rock Shoulder with <br /> -' Penetration Treatment, Penetration Treatment <br /> Cr 7' 9' — 9' 7F <br /> 15' 15' 20' 4'Earth Shoulder .167'* 18 ' Road Mixed Surfacing <br /> I 3 Class "C-Medium" Seal Coat 3' 4 Earth Shoulder <br /> Penetration Treatmen+ Penetra+ion Treatment <br /> 5% Y47:V I Y47:I <br /> / Level 2' 0.50'"20' Untreated Rock Base 2' E+ <br /> Existing Ditch Proposed Ditch ��j ��\% Proposed Ditch /� Existing Road <br /> Var. Imported Borrow & Embankment <br /> I ---- ' ���------ 1 20' <br /> I-�Vac <br /> �°--- <br /> �-•-- ver: STA. 232+00 TO STA. 249+00 2'6 I x <br /> SCALE 1'.50' <br /> ..� rs' d•.: P B <br /> CONSTRUCTION <br /> Ti <br /> 30' 25' `44` <br /> 10' 10' g 5 <br /> 0.33'"20' Untreated Rock Base <br /> a 4 Earth Shoulder 4'Earth Shoulder <br /> Penetration Treatment 9 •I 9' Penetration Treatment , yx <br /> F1W <br /> 167'■ IS' Road Mixed Surfacing <br /> 25Rock Shoulder with 2Class "C-Medium" Seal Coat 2' 25'Rock Should¢rwith 2 '� ''' F.L.Ditch <br /> Penetration Treatment 5y° Slog %a:l'SNI o Pa5z PenetrationTreatme <br /> or. <br /> Vac Embankment <br /> , <br /> ir: 4 <br /> STA. 198+00 TO STA. 208+00 <br /> Scale:1 -60' SECTION A-A <br /> t, <br /> CONSTROCTiON <br /> 30' 30' <br /> 24' <br /> 7 9' i a 9' T <br /> 4' Earth Shoulder .167'x 18' Road Mixed Surfocin <br /> 9 4'Earth Shoulder 1--- 4 — <br /> Penetration Treatment Penetration 3 Class "G-Medium Seal Coat 3 I I I <br /> 3:1.CC IPeneration Treatment <br /> .25'Rock Shoulder with 5 ° ' "A I %a:1' I .26 Rock Shoulder with °C I I <br /> 5yonTreatment <br /> Penetration Treatment •. •° Penetrati --L _ ---- ------ - - <br /> -- -- ---- - ------------- ------ ----- ---- -- - <br /> b`I 2' 0.50' "20' Untreated Rock Base 2' r-----_— -- —r-- f;- - - _ 8x <br /> Vac Imported Borrow &Embankment Existing Road <br /> 20' , <br /> 2-5/wx2'/2"2%2 Angles Welded As Shown <br /> o� NOTE I" Minimum Clearance On All Bar Reinf. <br /> v <br /> h <br /> STA. 208+00 TO STA. 232+00 V'# Bars Equally Spaced A v2"48an Equally Spaced <br /> SCALE 1"=50' <br /> ------ ---f -------- 'r — , -- -- - r -------- — — -- --- <br /> 1 I f <br /> I I <br /> 1 i' 4 <br /> 0 <br /> i I DETAIL GATE BOARDS � ;f � r <br /> Scale Itil' L <br /> 7 <br /> I ---__-_ - -------- --_�..-_-- --- �-__--- I ----------- I I � — I I <br /> 8" <br /> 6 1- -�- -r <br /> � 2-�iex242"2%2 Angles Welded As Shown J--- <br /> NOTE: Clearance Minimum Cleonce On All Bar Reinf. SECTION B B I— <br /> %2" 1r Bars Equally Spaded— yi 1Bar3 E uall Spaced —�{ 2'6" A <br /> Q y ��¢xFB°►� �1'�-�� IRRIGATION STRUCTURE STA. 249+50 Redwood bate Boards Rough (r-6"4-90 <br /> ----- _- ---------- -___-__ -- - -- -_ ^: i.i/ ;.. 't'.•: all <br /> SCALE Ix,2 <br /> Reinf.Bars <br /> IRRIGATION STRUCTURE 5' <br /> '� r STA. 25WO <br /> W \�, I Oho fBars Both Faces I <br /> \ i � Scale I"=2'i7l 11 <br /> Nt <br /> F.L.Ditch <br /> --�- --r y- ° CONSTRUCTION DETAILS <br /> 2' DETAIL OF ANGLES <br /> �,�A Scale 1 3 <br /> '/2"!d" °r8ol t`rC l B Redwod We Boards Rough (2x6"4-W) I(r44 <br />