Laserfiche WebLink
E <br />16' <br />10.8' <br />CENTER OF <br />CURVATURE <br />i. <br />43 <br />------------------------ / ------- <br />NO. 4 BARS <br />18' C -C BOTH <br />DIRECTIONS <br />MAXIMUM <br />)(( NO. 4 BARS <br />IRi 5.25' C -C BOTH <br />DIRECTIONS <br />MAXIMUM <br />BEND TRANSVERSE BARS <br />UPWARD FOR WALL <br />REINFORCEMENT <br />30' <br />3' CLEAR <br />COVER <br />(TYPICAL) <br />1.5• <br />K NO. 4 BARS <br />18' C -C BOTH <br />DIRECTIONS <br />MAXIMUM <br />PROFILE - DETAIL <br />CONCRETE SOX CULVERT FLIP BUCKET <br />STEEL PLACELTNT <br />NOT TO SCALE <br />I' <br />EXISTING <br />GROUND PROFILE <br />PLUNGE BASIN <br />1L_ <br />3 <br />48" DIA CMP 16 <br />CULVERT N N <br />FLIP <br />H BUCKET 1'I' <br />_ 3:1 3:1 <br />�'fliT'flFT�ti <br />90�,'O 00'S'9lL <br />9 <br />% i ' P I1CiOO 'ti Y '!� 'l Y9! 9 <br />1 r12 FT: <br />CULVERT FOOTWALL <br />(CONCRETE) <br />CONCRETE � <br />BOX CULVERT <br />I <br />i <br />i <br />I <br />GROUTED RIPRAP J <br />OR CONCRETE <br />I <br />DEVIL ENERGY DISSIPATION <br />STRUCTURE PLAN <br />SOUTH DIVERSION DITCH <br />NOT TO SCALE <br />2 <br />100 YEAR STORM <br />5.4' FLOW DEPTH 1 <br />1 1.5' 1 <br />SECTION I - 1' <br />ENERGY DISSIPATION STRUCTURE <br />SOUTH DIVERSION DITCH <br />NOT TO SCALE <br />GROUTED RIPRAP <br />OR CONCRETE <br />18' a. <br />VCOVER <br />(TYPICAL) <br />SECTION K - K' <br />DEVIL - CONCRETE GOX CULVERT <br />FLIP BUCKET <br />STEEL PLACELIENT <br />NOT TO SCALE <br />LONGITUDINAL <br />REINFORCEMENT <br />NO. 4 BARS <br />18' C -C MAX. <br />:ND FLOOR REINFORCEMENT <br />UPWARD FOR VERTICAL <br />WALL REINFORCEMENT <br />NO. 4 BARS <br />S.25' C -C MAX. <br />48' <br />CULVERT CMP <br />J <br />COMPACTED BACKFILL <br />(HAND OPERATED EQUIPMENT) <br />1 � 1 <br />48' DIA. CMP <br />5' <br />SECTION J - J' <br />CtlP TRENCH BETWEEN <br />CONCREn- HEAD AND FOOTWALLS <br />NOT TO SCALE <br />8' (�- <br />NO. 4 BARS <br />5.25" C -C BOTH <br />16' <br />PLAN - DEVIL <br />CONCRETE BOX CULVERT FLIP BUCKET <br />STEEL PLACELQENT <br />NOT TO SCALE <br />CONCRETE <br />BOX CULVERT CUTOFF <br />WALL <br />CULVERT FOOTWALL <br />(CONCRETE) <br />6' <br />3' TYPE 7 <br />BEDDING MATERIAL <br />SECTION H - H' <br />ENERGY DISSIPATION STRUCTURE <br />DROP CULVERT OUTLET <br />SOUTH DIVERSION DITCH <br />NOT TO SCALE <br />EXISTING NATURAL <br />STREAM CHANNEL <br />q <br />a• <br />13' <br />N O T E S <br />11 ACTUAL LOCATION AND ELEVATIONS OF STRUCTURE <br />TO BE DETERMINED IN THE FIELD BY THE ENGINEER, <br />TO FIT FIELD CONDITIONS. <br />C 0 0 1 2 2 9 5 <br />APPROXIMATE <br />J' <br />GROUND LEVEL <br />FLIP <br />BUCKET <br />MAXIMUM <br />PLUNGE <br />\k <br />CULVERT <br />WATER LEVEL <br />BASIN <br />6.- OUTLET LEVEL <br />(GROUTED RIPRAP) <br />J`� <br />o <br />2 FREEBOARD <br />CONCRETE <br />BOX CULVERT CUTOFF <br />WALL <br />CULVERT FOOTWALL <br />(CONCRETE) <br />6' <br />3' TYPE 7 <br />BEDDING MATERIAL <br />SECTION H - H' <br />ENERGY DISSIPATION STRUCTURE <br />DROP CULVERT OUTLET <br />SOUTH DIVERSION DITCH <br />NOT TO SCALE <br />EXISTING NATURAL <br />STREAM CHANNEL <br />q <br />a• <br />13' <br />N O T E S <br />11 ACTUAL LOCATION AND ELEVATIONS OF STRUCTURE <br />TO BE DETERMINED IN THE FIELD BY THE ENGINEER, <br />TO FIT FIELD CONDITIONS. <br />C 0 0 1 2 2 9 5 <br />