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6" <br />* Contractor to use fiberglass, galvanized <br />steel or aluminum material for baffle. <br />30" <br />Baff <br />6 <br />O <br />M <br />Cast Iron <br />per FDOT Inuvx <br /># 232 <br />6" <br />Baffle* <br />Top El. 87.14 <br />Inv. El. 84.50 <br />" <br />co <br />Bottom Pond 84.00 <br />30" RCP/�� <br />Inv El.81.94 <br />I fI <br />L— — —'--- —J <br />Grout <br />I <br />Section E-E <br />_► <br />2 Wide strip of <br />4" thick Soil cement <br />running the length <br />of the baffle (TYp•) <br />Type "D" Modified <br />--- rr%r%-r <br />t <br />Plan View <br />6" 3'-1" 6" <br />Outfall Structure for Pond B <br />Scale: 1 "=2' <br />4 . -A <br />30" RCP <br />F <br />7-3/8" <br />1-3/8" <br />3,000 psi 3" 3" <br />at 28 days - - - - <br />3" <br />11 <br />5" r l• <br />2" a <br />244 Bars Cont. <br />Dowel hole cast in <br />3/4" 0, 2 req'd <br />per wheel stop <br />Plan <br />#4 Bar 12" in length <br />Anchor rod, 2 req'd <br />per wheel stop <br />Profile <br />9'-0" <br />Installation Detail <br />Wheel Stop Details <br />N.T.S. <br />1'-6" <br />2'-6" <br />NOTE <br />VENTED <br />ENCLOSURE TO BE COLOR <br />CODED <br />AS FOLLOWS: <br />WATER <br />MAIN — BLUE <br />FORCE <br />MAIN — GREEN <br />REUSE <br />MAIN — PURPLE <br />7 <br />FINISHED GRADE <br />NOTE: <br />PASCO COUNTY SHALL HAVE <br />OPTION OF REQUIRING THE AIR <br />RELEASE VALVE ASSEMBLY WITH <br />ODOR CONTROL SYSTEM (DETAIL 5) <br />TO BE INSTALLED WHERE ODOR <br />MAY BE A CONCERN <br />M A T E R I A L S <br />ITEM QUANT. DESCRIPTION <br />1 <br />1 <br />VENTED ENCLOSURE, WATER PLUS CORP. MODEL #131632 <br />2 <br />1 <br />AIR RELEASE VALVE 2" NPT (SEE BELOW) <br />SEWER AIR RELEASE VALVES SHALL BE ARI MODEL D-025 <br />WATER AIR RELEASE VALVES SHALL BE VALMATIC OR EQUAL <br />3 <br />1 <br />1" CURB STOP, S.S. <br />4 <br />1 <br />2" x 4" NIPPLE, S.S. <br />5 <br />1 <br />2" BALL VALVE, S.S. <br />6 <br />1 <br />2" TEE, S.S. <br />7 <br />1 <br />2" X 1" REDUCER, S.S. <br />8 <br />1 <br />1" SHORT NIPPLE, S.S. <br />9 <br />1 <br />2" PIPE, S.S. LENGTH AS REQUIRED <br />10 <br />1 <br />2" DOUBLE STRAP TAPPING SADDLE, S.S. <br />11 <br />1 <br />4" & LARGER PIPE D.I. OR PVC DR-18 <br />12 <br />1 <br />2" CORPORATION BRASS <br />13 <br />2 <br />1-1/2" PIPE, PVC, LENGTH AS REQUIRED <br />14 <br />1 <br />1-1/2" x 90' ELBOW, PVC <br />15 <br />1 <br />CONCRETE SLAB AROUND ENCLOSURE <br />16 1 <br />1 1#57 <br />WHITE ROCK <br />Grout STANDARD AIR RELEASE VALVE ASSEMBLY <br />Section F-F (VERTICAL PIPE LAYOUT) <br />EXPANSION JOINTS @ 24' O.C. <br />TOOLED JOINTS @ 8' O.C. <br />1/4" x 1/2" TOOLED JOINT 1/2" EXP. JOINT MATERIAL <br />LONGITUDINAL SECTION <br />3,000 psi concrete, <br />broom finish, and saw <br />cut control joints at 10' <br />on centers. Constructed <br />by FDOT Index #310 <br />5' Sidewalk <br />" *4" 2% Slope <br />2" <br />2" <br />BROOM FINISH Well compacted soil <br />SMOOTH FINISH <br />TYPICAL SIDEWALK <br />INVERT A( <br />PLANS/ <br />10" Inline Drain <br />N.T.S. <br />Nyloplast 10" Inline drain <br />• "~ ' ^" Pedestrian Light Duty <br />th Locking Device <br />10" ADS Adapter for corrugated Pipe <br />or Approved Equal <br />10"x4" or 15"x4" <br />ADS Tee <br />Finished grade <br />Downspout <br />ADS 4"x4.25"x3" <br />Downspout adapter <br />inserted in riser pipe <br />Injection <br />molded Wr <br />90• bend <br />ADS 4" perforated <br />pipe w/ sock <br />Roof Drain Connection Detail <br />N.T.S. <br />*4f <br />Building <br />face <br />2 <br />Updated per new Site <br />Plan. <br />07/15/10 <br />1 <br />Per City comments. <br />05/08/08 <br />No. <br />Revisions <br />Date <br />N <br />�L <br />O <br />O <br />a. <br />a) <br />O <br />o <br />0 <br />U <br />0 <br />i <br />0 <br />U <br />C;) <br />ICU <br />ch <br />CU <br />C <br />"Cu <br />� <br />C <br />0 <br />. <br />ve <br />0 <br />CU <br />0 <br />= <br />N <br />— <br />O <br />U <br />eed) ° <br />ado9;i(�'. V Pt qulbz <br />2%84 Sr <br />Novernb • •on� <br />DOW v u <br />Drawn: YZY <br />Checked: <br />Scale: As Shown <br />Dwg : Site and Drainage Details <br />Job No: 1372-10 <br />Sheet <br />19 <br />Of 27 Sheets <br />