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z <br />Const. <br />Vale. <br />N , I <br />Qi <br />0.21' x,)24' Plant -Mixed Surfacinq <br />Van 3' _ �'— Over <br />P.M.S. Silk 0 0.5OX 35' Untreated Base <br />1. <br />� � i l'� a <br />p oUGiEa"o 00 ="oY°t.'.' 8°°. �' . °°e °b°o eo°O'.co Q „°oOd°ov so °� °o° o .°O 0'00 • <br />00 . 2' (Min) Imported) Subbase Material <br />.� <br />��, • Ove r <br />Variable, Imported Borrow <br />TYPICAL A <br />SECTION <br />ato 9 + 91 to Sto 19+00 <br />Vo r. I <br />Typical both side 3w- <br />beiwec 4_*C a 5 <br />�-- Va,•, -�--� 4' —'-=• 0. 21 x 24"plant M i x c d S ui�foc i n3 <br />_� 2x <br />o <br />l31TCN GRAD' <br />Cj <br />Vor. <br />N <br />CO <br />° <br />9000�0� w ram. Q. Q 0 � <br />083` <br />X <br />Vo r. <br />—l~ypica/,PRS. V,-iy'way-- \ <br />t .-- 4` ► = Van <br />• DIrc,y <br />oz (;,?A De Cxiaf Qrivewal <br />2 �o � r <br />fdr z `�QQ f( ` p „ 1` <br />7 a ors °0'P a a e I to 1 •. Too a vor, <br />•� • .033' ' 06 3 <br />izM <br />, Cl,SO` >R 24` lJ�treafed' Base' n� <br />TYPICAL <br />SECTION <br />St'o 0+00 to 5ta. 3 + 17 <br />TYPICAL CROSS -SECTIONS <br />kale • 1=4" <br />Va r <br />" onsW uchoii i <br />TYPICAL DRIVEWAY <br />SCALE :11:' 50' <br />a <br />0,33` U 3. <br />.�---1.5' 1.5' —�- <br />TYPICAL CROSS, -SECTION OF <br />P.M.S. DOWN DRAIN <br />SCALE: I"I I <br />DIKES <br />PLANT MIX SURFACING <br />STA, to STA. LOCATION <br />3+31 17+50 Rt. 9 Lt <br />REMOVAL 8& DISPOSAL <br />of STRUCTURES <br />FROM TO OBJECT <br />Sta.3+/0 Sta. 5+93 Timber Are sf/e <br />Sta.5*93 Stu. 7t43 Steel Qridge <br />K, Sta. l r43 Ora. l6 ♦82 Timber Trust/e <br />o <br />N <br />a <br />-� 4' P. M.S. Sh I d r. ` 0.5''� <br />co <br />t <br />0Q° @dpovea� Opo a ao0��000 0 00D O,00aa p o po 00 0 o00 0 /� <br />aao 4 OO �d o° 0 0 o v fl00 Q a po'o "001 S o l a0 0; � d o p d o 00 u 0 0 0 <br />0 op d 0 0o i o 0 00 v0d v Do da o o a o o a o <br />PLANT MIMED DIKE DETAIL <br />5CALE:I"-1` <br />A <br />1`Chomf¢r <br />a <br />:It <br />`cV <br />Paint White -" <br />I C amf@r <br />u 1, <br />FRONT REAR <br />METAL. <br />GUIDE POSTS <br />Scale • I" = I' <br />LEGEND <br />0 21' P. M.S. over 0.50' UB. over V/or. Imporfed Borrow. <br />1 1 Ij Var. P.M.S. over 0.50`U.B. over Var. imprted Borrow, <br />0,333'UB, with Penetration Treatment. <br />0 <br />BRUELLA ROAD BRIDGE <br />"A0 <br />INDEX �jo,' YEAR S Nd! orgy <br />N F 7S <br />2069 <br />7P 119581 3 13 <br />CLEARING & <br />GRUBBING <br />STA. 0+00 <br />to STA. 19+00 <br />FINISHING <br />ROADWAY <br />• <br />STA. 0♦00 <br />to S TA. 3+ 17 <br />STA. 9+31 <br />to STA. 19+00 <br />DRIVEWAYS <br />008'P.M.S. OVER 0.33'U B. <br />STATION <br />LOCATION <br />-- 0+ 72 <br />Lt. <br />2 ♦ 88 <br />Rt <br />18 ♦ 50 <br />Rt <br />FIELD <br />ENTRANCES <br />033`U B. WITH PENETRATION TREATMENT <br />STATION <br />LOCATION <br />s <br />2+32 <br />Rt <br />18 + 70 <br />Lt. <br />GUIDE POSTS <br />(METAL) <br />STATION <br />LOCATION <br />11 + 00 <br />Rt. 9 Lt. <br />12+00 <br />Rt. 9 Lt <br />13 +00 <br />At. Sr Lt <br />14+00 <br />Rt. 9 Lt. <br />15+00 <br />Rt 8' Lt. <br />16+00 <br />Rt Or Lt. <br />V+00 <br />Rt. 8; Lt. <br />CORRUGATED <br />METAL PIPE <br />8" <br />X Is 90. <br />STATION LOCATION L. F. <br />15 + 25 Down <br />Droin Rt. 380 <br />15+25 Down <br />Drain Lt 38' <br />CONSTRUCTION NOTES, <br />~~ STATE NO. 29C-258 <br />�R. <br />BRUELLA ROAD BRIDGE 1NQ4107 <br />67 <br />p- <br />' r... - ...r. .. a u-.... <br />..F <br />i .. . , ,... , - -. ._-- . ,?urb9•..r r+ ; - .. ,.. �., - __-r.. _ _,,... ....:_ ;,. ., _. " __. ,.. � � __... 9!n_�.. � ., . '� �- dr. t , _ ,. . <br />y- qy <br />