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C <br />i I I <br />I I I <br />II I I <br />1 <br />I I I <br />1 I I I I <br />-------� —1—�----------�—J <br />PLAN <br />12"—#4 DOWELS O 12" C—C <br />SLOPE TOP O 2:1 TO <br />#6 HOOPS O EACH END MATCH CHANNEL SLOPE <br />I r 1" FILLET(TYP.) <br />0.50 MIN. 0 <br />I I I y <br />I I <br />I <br />I II <br />I <br />------------- ----------+----------------/ <br />I <br />i <br />I I <br />ILEVATION <br />NOT TO SCALE <br />8, /-rL CHANNEL <br />«ilil���i1 il.•\i!i/�♦\i!i!�♦\i1il�♦\i' <br />- 30.009 <br />H <br />C <br />E <br />S <br />_• w <br />2-#4 ALONG TOP <br />OF WALL <br />TYPE " B" HE ADW ALL DETAILS A �� <br />"g" BARS <br />NOTE: <br />"h" BARS SHALL EXTEND <br />GENERAL NOTES: AT LEAST 1 /3H. <br />1. All REINFORCED CONCRETE SHALL BE CLASS "A" c `Tao <br />2. CONSTRUCTION JOINTS ARE OPTIONAL WHERE "h" BARS <br />SHOWN, OTHER LOCATIONS ARE SUBJECT <br />TO THE APPROVAL OF THE DESIGN ENGINEER. <br />NET DIMENSIONS ARE 1.5" X 3.5". <br />3. SEE STATE STD. PLANS A62—E FOR <br />EXCAVATION do BACKFILL DETAILS TYPICAL REIN FOR I N G <br />4. SEE STATE STD. PLANS D83 do D81 FOR <br />DETAILS OF PRECAST REINFORCED CONCRETE BOX CULVERTS NOT TO SCALE <br />in • C, 47 <br />r v i <br />\C CC4bc <br />\� £C1 y . OF CAE O�a�v <br />\09 <br />3" DIA. DRAINS O 8"t CENTER <br />ABOVE OUTSIDE GROUND WITH <br />1 CU. FT. FILTER MATERIAL <br />IN BURLAP BAG BEHIND EACH <br />DRAIN (SEE DRAIN DETAIL) <br />4• <br />5' <br />11 <br />PERFORATED ALUMINUM PLATE <br />°° °(DRAIN <br />(25 HOLES PER SQUARE INCH, <br />0.125" DIA. HOLES) <br />ROCK IN BURLAP BAG <br />V <br />SECTION <br />DRAIN DETAIL <br />NOT TO SCALE <br />TYPE "B" HEADWALL DATA <br />6• 7• $' <br />4•-3" 4•-9w 5•-� <br />9• <br />a 12" FACING CLASS <br />A ROCK SLOPE PROTECTION <br />2:1MBMS I <br />12" FACING CLASS <br />ROCK SLOPE PROTECTION g <br />v <br />a A <br />ROCK SLOPE PROTUTION o <br />NOT TO SCALE <br />RECORD DRAWINGS <br />The information contained on these plans is based upon the "as -built' information <br />provided by the Contractor and generally depic.s the post -construction conditions of this <br />site. A post -construction survey was not co,npleted. All information should be field <br />verified prior to undertaking any future work on this site. x <br />",y C 04�4! �\ <br />Kevin C. Carter, P.E. C44665 Date #�rNa. G aasevx <br />Kerry Engineering and Surveying, Inc. it Exp''s �gyt <br /># 4 O 80*(TYP.) <br />i <br />2" CLR <br />-2" CLR <br /># 6 HOOP <br />II <br />4" li <br />BATTER 0 75.12 <br />KEYED CONSTRUCTION JO4NT11 <br />"le <br />g" BARS <br />= ROCK SLOPE <br />PROTECTION I I "h" BARS <br />EXTENDS 50' 3w # 6 HOOP <br />�. # 4 (TYP•) <br />~~ J <br />J <br />Z� <br />O T r <br />O HOOPS <br />1.00' <br />N' <br />-C <br />SECTION A —A <br />NOT TO SCALE <br />� S � <br />• ;OOO <br />o0 12" PERMEABLE <br />2" CLR 2 ATERIAL OR CLASSAB <br />R 6" <br />BARS <br />6" FILLET <br />0 <br />W in <br />SECTION A —A <br />NOT TO SCALE <br />12" FACING CLASS <br />ROCK SLOPE PROTECTION <br />(TYP•) <br />CUT OFF WALL <br />(TYP• ) <br />so20 <br />Ift <br />N N_ <br />\\< <br />0 o c <br />Y Y m <br />� U <br />N U <br />\o o .. <br />o = W W W <br />4C W o 0 <br />0�"8'��saa <br />g <br />�n <br />a1 o <br />Y U <br />U <br /><o4 o�< <br />�-- <br />• �C U v� <br />a In <br />M <br />N <br />CA� <br />W gig <br />tofin <br />IL ;ao <br />g tl <br />U N <br />�> <br />.^Zv <br />