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Ln <br />N <br />Ln <br />O <br />CD <br />N <br />4" CONC.- <br />DETAJL A <br />4 "- <br />a <br />Filter Fabric <br />#57 Aggregate <br />EXISTING CHAINLINK <br />X FENCE <br />X See Detail A <br />Wrap around embankment <br />continuously to edges of <br />concrete pavement (typd - <br />_ 1 Poured <br />+er <br />C NOTE: Verticalloints shallbe seated. <br />•-� JOINT SEALER SHALL MEET THE REQUIREMENTS <br />OF SECTION 932 OF THE FLORIDA DEPARTMENT OF <br />TRANSPORTATION STANDARD SPECIFICATIONS. <br />{ See De tail A <br />Filter Fabric <br />SECTION <br />f " Premolded <br />Expansion Joint Material <br />2►-D►, <br />DRAIN DETAIL <br />f©, �s <br />i <br />�h <br />Drain Hole formed with 4 " Pipe <br />8'-0" centers (staggered). <br />Galvanized Wire Mesh <br />8'f x F-0" x ." opening. <br />(centered at drain) <br />Clean free -draining sand <br />( C 5X passing No. 200 sieve) <br />CONCRETE SLDPE PAVEMENT PROTECTION <br />Toe of <br />Fill Slope <br />8" Max. <br />fl—Cie <br />Note The Filter Fabric shallbe Type D-6 <br />in accordance with Design Standards <br />Index No. 199. Cost of Holes, Wire <br />Mesh, Aggregate, Filter Fabric and <br />Sand shallbe included in the Cost for <br />Slope Pavement. <br />DETAIL B <br />DIMENSIONS AND QUANTITIES <br />RISE <br />R <br />SPAN <br />S <br />X <br />A <br />B <br />C <br />E <br />F <br />G <br />M <br />N <br />52 CONCRETE SLAB (CY) ❑ <br />SODDING (SQ. YDS.) <br />SINGLE <br />DOUBLE <br />TRIPLE <br />QUAD. <br />SINGLE <br />DOUBLE <br />TRIPLE <br />QUAD. <br />SINGLE <br />DOUBLE <br />TRIPLE <br />QUAD. <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />18" <br />18" <br />2'-10" <br />2.50' <br />224' <br />4.74' <br />2.00' <br />6 <br />1 .41 ' <br />4.58' <br />7.42' <br />10.25' <br />_ _ _ <br />1 3.08' <br />1 .04' <br />0.38 <br />0.62 <br />0.87 <br />1 .1 2 <br />22 <br />25 <br />28 <br />31 <br />W <br />E- <br />LLI <br />48" <br />48" <br />6'-9" <br />2.43' <br />8.33' <br />10.76' <br />7.56' <br />11' <br />2.65' <br />7.83' <br />14.58' <br />21.33' <br />28.08 <br />1.42' <br />1.13 <br />2.04 <br />2.93 <br />3.84 <br />32 <br />39 <br />47 <br />54 <br />z <br />Ow <br />Ua- <br />0IL <br />z <br />z <br />O <br />BEVELED OR ROUND CORNERS <br />41 <br />CONCRETE SLAB, 52 THIC-K' <br />REINFORCED WITH WWF 6X6W1.4XW1.4 <br />LO <br />TOP VIEW —SINGLE PIPE <br />2H�OPE <br />CONCRETE OR <br />CORRUGATED <br />METAL PIPE <br />CONNECTOR <br />0 <br />SADDLE <br />2' INOT LESS THAN D <br />NO PIPE JOINT PERMITTED #4 BARS <br />UNLESS APPROVED BY THE ENGINEER <br />PAID FOR AS E <br />PIPE CULVERT F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION <br />n <br />SODS <br />CONC. MITERED END SECTION AND DETAILS <br />PER FDOT INDEX NO. 272 <br />NTS <br />SECTION <br />BOTTOM OF POND <br />z <br />v <br />0 0 <br />6" 5' SOD <br />*SLOPE: <br />4:1 ROUND MITER: TO MAJOR AXIS <br />FOR PIPES 18" AND SMALLER. <br />2:1 FOR PIPES 24" AND LARGER. <br />4:1 ELLIPTICAL MITER: TO MAJOR AXIS <br />FOR PIPES 24'X38" AND SMALLER. <br />2:1 FOR PIPES 29"X45" AND LARGER. <br />THE IL <br />LPA _ P <br />GROUP = <br />TRANSPORTATION CONSULTANTS <br />4503 WOODLAND CORPORATE BLVD. <br />SUITE 400, TAMPA, FLORIDA 33614 <br />(813) 889-3892 <br />CORPORATE LICENSE NUMBER 00004307 <br />Designer: Checked by: <br />JMA/RSI RSI/NKJ <br />Technician: Project Number: <br />JMA FTU2950053 <br />Notes <br />REVISIONS <br />0. Description <br />Date By <br />reject Name: <br />STORMWATER POND <br />IMPROVEMENTS <br />wing Name: <br />CONSTRUCTION DETAILS <br />�`• <br />STATE OF <br />• 40c 0RIDP`..•* . <br />Know what's below. <br />call before you dig. <br />ENGINEER OF RECORD <br />Robert S. Ivy, P.E. #50484 <br />Date: SHEET NUMBER: <br />APRIL 2010 9 OF 10 <br />Scale: Drawing Number: <br />NTS 1 9 <br />