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B <br />N. T. S. <br />BOLTED WATER TIGHT MANHOLE <br />RING AND COVERS <br />PER USF 118 -BM -BWT <br />BOLTED TO TOP SLAB <br />CENTER OF MANHOLE OPENINGS <br />4" ALL AROUND , <br />48-1' - -- o <br />o <br />HOLES W/ I <br />3/4' ANCHOR BOLTS I I <br />(EACH RING) I <br />L----- I--- ----- -- --T -7 <br />I I , <br />4'-0" 7-4. 4' -0. <br />15'-4' <br />• 7 BARS @ G" C. C. 1 BOTTOMS <br />• 4 BARS @ 12" C. C. (TOP) <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />ONTRACTOR <br />ABLE BRICK <br />COVERS <br />EL - 4.50 I NG' <br />3 @ 12' VERT — <br />PE [FROM ROOF) <br />2, 00 ( NGVD3- <br />DENSEO DRAIN <br />2.00 [NGVO)- <br />6" HOR <br />NECT <br />4 @ 12" C. C. J <br />EACH WAY <br />-2' CL [TYP) <br />r 7 BARS W /HOOKS <br />STD) @ 6' E. W. <br />L•7 BARS @ 6' C. C. <br />EACH WAY <br />•5 @ 6" E. W. <br />T <br />T <br />1-4 @ 12' E. W. <br />6' -8' B' 6' -8' <br />I <br />I <br />SECTION A —A <br />N. T. S. <br />2 •5 ADDITIONAL <br />REINFORCING BARS <br />(TYPICAL3 <br />TIGHT MANHOLE ' <br />designed <br />R. VARGAS <br />S <br />R-BWT <br />N. SERRATE <br />checked <br />IM <br />approved <br />Q <br />SLAB <br />12014 -01 <br />O <br />d NGVD), <br />date <br />Cc <br />[D PAVERS <br />O O <br />5.50 [NGVD) <br />> J <br />7 BARS @ 6' C. C. <br />E. W. <br />J LL <br />•7 <br />BARS @6' C. C. E. W. <br />O <br />TOP SLAB EL - 4.50 [NGVD) <br />Q <br />U U <br />*5 BARS <br />Q a <br />M <br />— <br />@ 12" VERT, <br />15' <br />HOPE PRESSURE <br />WW <br />LJ <br />RELEASE VENT <br />_J <br />O <br />(n m <br />INV <br />EL- 2.00 [NGVD) — <br />'o <br />Z <br />15' <br />HDPE�FROM TRENCH <br />Z <br />} <br />INV <br />EL- 2.00 (NGVD) --� <br />1 <br />24" DIAMETER <br />DRAINAGE WELL <br />TOP EL - 2.00 [NGVD) <br />�4 BOTTOM EL- [ -) 3.00 (NGVD) <br />•7 BAR @ 6" MORI <br />15' HOPE INTERCONNECT <br />B' INV EL= 2.00 INGV01 <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br />PROPOSED PAVERS ' <br />RIM EL- 5.50 (NGVD) <br />• 7 BARS @ 6" <br />o <br />4 @ 12' C. C. • E. W. <br />2'CL 2' X B' KEYWAY <br />INTERMEDIATE ALL AROUNO <br />BAFFLE WALL <br />7 BARS <br />HOOKS <br />E. .n <br />E. W. <br />in <br />II II' <br />2'-6LAP _I 15' HOPE [FROM ROOF) <br />V-4 @ 12' E.H. INV EL- 2.00 (NGVD) <br />51 _O" I- a. t <br />3' CONDENSED DRAIN <br />7' -10' INV EL • 2.00 (NGVD) <br />1 <br />N. T. S. <br />NOTES: <br />1. CLASS I CONCRETE;TO HAVE A, MINIMUM COMPRESSIVE STRENGTH OF <br />4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE. <br />2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A -6i5, GRADE 60. <br />3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER. <br />4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL '.BEFORE <br />FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER. <br />S. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP <br />DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO <br />PROJECT MANAGER FOR APPROVAL BY ENGINEER. <br />6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H -20 LOADING. <br />7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER <br />INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DSCHARGE <br />CAPACTY OF 300 GPM AT 1.50 FEET OF HEAD (MINIMUM). IF THESE <br />WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST <br />BE NOTIFIED IMMEDIATELY. <br />8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS <br />FOR THE LENGHT OF THE PROJECT, ENGINEER SHALL BE NOTIFIED FOR <br />FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL <br />PRIOR TO ACCEPTANCE. <br />FOR SITE PLAN APPROVAL ONLY <br />NOT TO BE USED FOR CONSTRUCTION <br />SEDIMENT TANK AND <br />DRAINAGE WELL NO 3 DETAILS <br />z <br />O O <br />F O <br />c ¢o <br />a a <br />z p <br />z <br />O ry <br />0 0 o v <br />W Q S N <br />W U 6 N E <br />U J h w x c <br />FLL� <br />II o <br />6 � E <br />w <br />w <br />Gov <br />a <br />I� I I LL <br />w <br />3 F <br />O <br />a <br />designed <br />R. VARGAS <br />Z <br />N. SERRATE <br />checked <br />L. SERRATE <br />approved <br />Q <br />� <br />12014 -01 <br />O <br />a <br />date <br />Cc <br />O O <br />> J <br />J LL <br />CE) <br />U <br />U) <br />Q <br />U U <br />Ld <br />Q a <br />M <br />— <br />ED m <br />U)z <br />WW <br />LJ <br />J J <br />_J <br />O <br />(n m <br />U) <br />O <br />> r <br />Z <br />Z Z <br />Z <br />} <br />OZ <br />=1 <br />z <br />(n <br />z <br />O LL' <br />.00 <br />V <br />U) <br />r <br />F- <br />O <br />u <br />O <br />c <br />id.tlll. <br />vislon <br />/Issue <br />VARGAS <br />draw l ng <br />C -9 <br />designed <br />R. VARGAS <br />drawn <br />N. SERRATE <br />checked <br />L. SERRATE <br />approved <br />R. VARGAS <br />pro) no <br />12014 -01 <br />scale <br />AS SHOWN <br />date <br />JULY 26, 2012 <br />VARGAS <br />draw l ng <br />C -9 <br />