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C <br />12"-#4 DOWELS O 12" C—C <br />A,SLOPE TOP O 2:1 TO <br />#6 HOOPS O EACH END � MATCH CHANNEL SLOPE <br />1" FILLET(TYP.) <br />I <br />0.50 MIN. <br />I II I <br />I I II I <br />I I I y <br />I I I <br />I <br />I II <br />I rt- �` T <br />I I I <br />I <br />---------------1-----------L--------------- <br />------------------------------------------ <br />A <br />--------- -------------------------- +------------ ---A <br />ELEVATION <br />NOT TO SCALE <br />•tee <br />TYPE " B" HE ADW ALL DETAILS <br />GENERAL NOTES: <br />1. All REINFORCED CONCRETE SHALL BE CLASS "A" <br />2. CONSTRUCTION JOINTS ARE OPTIONAL WHERE <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 <br />4. SEE STATE STD. PLANS D83 do D81 FOR <br />DETAILS OF PRECAST REINFORCED CONCRETE BOX CULVERTS <br />/0 PERFORATED ALUMINUM PLATE <br />O° ° (25 HOLES PER SQUARE INCH, <br />0.125" DIA. HOLES) <br />1 ° o <br />-I I /° ° n DRAIN ROCK IN BURLAP BAG <br />III -III <br />°° <br />W <br />SECTION <br />DRAIN DETAIL <br />NOT TO SCALE <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 />TYPE "B" HEADWALL DATA <br />�� ii6ii i16�i i16;i il6ali i16�i i16ii ii6ali i16ai i16�1i <br />��i16�liii67i�ii .• il�iiii�3ifl�FiliiiQ��lii6F�ili1�=� <br />�� . • . �frtxf iY�i . • � . • . � . • � •IT�T'lliIT�TSii(�t•�TTili(`C� iLyl <br />NOW TrZMffrTF7FWFrTr,iyAff' if►�IIf`t' iy�ll . • • �C• "1i . • . Ski(: Tirill ► • . iL]�I <br />�fi.lr:'t�frt•� �F�II , • �frt•�iiY . • . � , • . • ..� . • . 57iIrt•��ii . • ."3i <br />A <br />I <br />I <br />A <br />ROCK SLOPE PROTECTION B <br />10 <br />NOT TO SCALE <br />15' <br />2:1 <br />12" FACING CLASS <br />ROCK SLOPE PROTECTION <br />`2:1 1 <br />12" FACING CLASS <br />ROCK SLOPE PROTECTION g <br />v <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. <br />Cq�� 2 <br />Su to 4. G, <br />Kevin C. Carter, P.E. C44665 Date „�f vNo. 0 44665' Y <br />Kerry Engineering and Surveying, Inc. <br />NOTE: <br />"h" BARS SHALL EXTEND <br />AT LEAST 1 /3H. <br />eft <br /># 4 O 80*(TYP.) <br />2" CLR <br />4" <br />"g" BARS <br />"h" BARS <br />2—#4 ALONG TOP <br />OF WALL <br />TYPICAL REINFORING <br />NOT TO SCALE <br />11" <br />�--� 2" CLR <br />6 HOOP <br />KEYED CONSTRUCTION <br />JOINT I <br />= ROCK SLOPE <br />I PROTECTION I <br />EXTENDS 50' <br />I41 <br />I <br />BATTER 0.75:12 <br />�I <br />"g" BARS <br />�w w <br />h BARS 6 HOOP <br />/r 3w <br /># 4 (TYP•) I. <br />1 <br />r <br />C <br />1.00' S <br />NOT • SCALE <br />W <br />SECTION A -A <br />NOT TO SCALE <br />T <br />OD <br />'Woo 112* PERMEABLE <br />CLR MATERIAL EOR CLASSAB <br />"j BARS <br />12" FACING CLASS <br />ROCK SLOPE PROTECTION <br />(TYP.) <br />CUT OFF WALL <br />(TVP-) <br />4P20 <br />Ift <br />i N <br />N N <br />0 o c <br />Y Y m <br />0 <br />z <br />