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y- <br />4' ALL <br />a' rnwncNecn noe <br />4' ALL AROUND <br />L@ <br />PLAN VIEW <br />N. T. S. <br />Li I I 1 I I I I I I F( I <br />--------- -I I --------- - - - - -- — <br />INLET FRAME AND GRATE <br />HOLE USF •4700-6223 <br />MAN <br />RING R <br />- - - - - - - <br />, I I I I I I I I I I I I I <br />I - -- <br />I <br />I I <br />4'-0" 7'-4' 4'-0' <br />15' -4• <br />♦ 7 BARS 0 6' C.C. (BOTTOM) <br />• 4 BARS 0 12' C. C. ( TOP) <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />ACCESS MANHOLE USF•663AA <br />BOLTED WATER TIGHT <br />LETTERING TO SAY 'WELL' <br />(TO ALIGN WITH WELL CASING) <br />RIM EL- _.__ (NGVD) <br />TOP SLAB EL - 8.00 'i F- <br />ml I •7 BARS @ 6' HORI <br />12. OF • 57 STONE <br />MANHOLE USF♦663AA <br />MATER TIGHT <br />[NO TO SAY 'WELL' <br />IGN WITH WELL CASING) <br />i <br />°a <br />I-o <br />�U <br />U. <br />LU <br />mw <br />egy <br />mm <br />mm <br />mm <br />no <br />8' <br />I.4 0 12" E. W. <br />6' -B' <br />i <br />( <br />SECTION A -A <br />N. T. S. <br />T FRAME AND GRATE <br />•4700-6223 <br />EL- _._- (NGVD) <br />4' BRICK COLLAR <br />N <br />W <br />• 7 BARS @ 6' C. C. E. N. •7 BARS @ 6' C. C. E. N. <br />TOP SLAB EL - 8.00 <br />O <br />•7 BAR @ 5' HORIZ <br />•5 BARS <br />@ 12' VERT. <br />2 - 5 ADDITIONAL <br />REINFORCING BARS <br />(TYPICAL? <br />24' DIAMETER <br />DRAINAGE WELL <br />TOP EL - 2.00 <br />�4. BOTTOM EL- (-)2.50 <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br />nth � —...N <br />���oi�raa ca <br />ow <br />• 4 •va <br />e� m nlw <br />-5 BARS 0 12' VERT <br />FT! <br />asr__•I "e <br />WELL <br />xva <br />—2' <br />J <br />17 BARS 0 6' C.C. <br />R. VARGAS <br />pro] no <br />!4020 -01 <br />scale <br />• 4 0 12• C. C. <br />EACH WAY <br />AUG 28, 2014 <br />cad ref <br />O <br />EACH WAY <br />Fc <br />15' HOPE <br />O <br />INY EL- 2.00 <br />• <br />O Z ,Q <br />C <br />W t <br />c <br />5 <br />3- COND DRAT <br />I NV EL- 2.00 <br />x C <br />• <br />' <br />)n <br />�, <br />W <br />FLLNt <br />a� <br />0 No <br />f2, -6" <br />~I_ <br />mu, N <br />2' CL (TYP) <br />N <br />W W I <br />J O 0 <br />Y-1 <br />gym., <br />LL <br />2• X 8' KEYWAY <br />II <br />I \(STD]R0 6'H E. WS <br />J <br />a <br />ml I •7 BARS @ 6' HORI <br />12. OF • 57 STONE <br />MANHOLE USF♦663AA <br />MATER TIGHT <br />[NO TO SAY 'WELL' <br />IGN WITH WELL CASING) <br />i <br />°a <br />I-o <br />�U <br />U. <br />LU <br />mw <br />egy <br />mm <br />mm <br />mm <br />no <br />8' <br />I.4 0 12" E. W. <br />6' -B' <br />i <br />( <br />SECTION A -A <br />N. T. S. <br />T FRAME AND GRATE <br />•4700-6223 <br />EL- _._- (NGVD) <br />4' BRICK COLLAR <br />N <br />W <br />• 7 BARS @ 6' C. C. E. N. •7 BARS @ 6' C. C. E. N. <br />TOP SLAB EL - 8.00 <br />O <br />•7 BAR @ 5' HORIZ <br />•5 BARS <br />@ 12' VERT. <br />2 - 5 ADDITIONAL <br />REINFORCING BARS <br />(TYPICAL? <br />24' DIAMETER <br />DRAINAGE WELL <br />TOP EL - 2.00 <br />�4. BOTTOM EL- (-)2.50 <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br />10 a YATEP <br />12. OF • 57 STONE <br />CTOR TO PROVIDE <br />TIGHT SEAL <br />RIM EL- _. __ (NGVD) <br />• 7 BARS 0 6' <br />bj <br />N. <br />•7 BARS <br />( <br />STD] 0 <br />@ 12' E. W. 2'-6' <br />6' -0' <br />7-4' <br />1 <br />N. T. S. <br />ml . <br />e <br />m <br />nth � —...N <br />���oi�raa ca <br />ow <br />• 4 •va <br />e� m nlw <br />oe <br />FT! <br />asr__•I "e <br />WELL <br />xva <br />IGTIM !i•I.V <br />�r •im ol0i <br />SCREEN DETAIL <br />10 a YATEP <br />12. OF • 57 STONE <br />CTOR TO PROVIDE <br />TIGHT SEAL <br />RIM EL- _. __ (NGVD) <br />• 7 BARS 0 6' <br />bj <br />N. <br />•7 BARS <br />( <br />STD] 0 <br />@ 12' E. W. 2'-6' <br />6' -0' <br />7-4' <br />1 <br />N. T. S. <br />ml . <br />e <br />m <br />TOP EL - 2.00 <br />4• 1 BOTTOM EL- ( -)2.50 <br />0 <br />,15' HOPE (ROOF) <br />AND 3' COND DRAIN <br />INV EL- 2.00 <br />0 PROVIDE <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 -615, 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 />5. 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 DISCHARGE <br />CAPACITY OF 1,800 GPM AT 3.00 FEET OF HEAD (MINIMUM). IF THESE <br />WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST <br />BE NOTIFIED IMMEDIATELY. <br />'• B. 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 />9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR <br />DEWATERING OPERATIONS DURING CONSTRUCTION. <br />TYPICAL SEDIMENT TANK <br />AND DRAINAGE WELL DETAILS <br />a <br />cc <br />00 <br />Lil -j Lt_ <br />CO �I Co <br />V l (n Z 2 <br />m: as <br />D W W <br />m m <br />En En <br />z — W W <br />J J <br />z 0 En En <br />:D 0 <br />Z rr <br />O z z <br />U <br />0 U) En <br />p o LL- <br />L0 0 0 <br />U <br />I no I date !rev is [on/issue <br />designed R. VARGAS <br />drawn <br />oe <br />checked <br />L. SERRATE <br />approved <br />R. VARGAS <br />pro] no <br />!4020 -01 <br />scale <br />AS SHOWN <br />date <br />AUG 28, 2014 <br />cad ref <br />O <br />Fc <br />O <br />• <br />O Z ,Q <br />C <br />W t <br />- <br />5 <br />W Q U w1 0 <br />O - _ 2 o <br />x C <br />• <br />' <br />W <br />FLLNt <br />a� <br />0 No <br />I <br />~I_ <br />mu, N <br />N <br />W W I <br />J O 0 <br />gym., <br />LL <br />2• X 8' KEYWAY <br />II <br />J <br />a <br />ALL AROUND <br />o <br />Co <br />TOP EL - 2.00 <br />4• 1 BOTTOM EL- ( -)2.50 <br />0 <br />,15' HOPE (ROOF) <br />AND 3' COND DRAIN <br />INV EL- 2.00 <br />0 PROVIDE <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 -615, 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 />5. 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 DISCHARGE <br />CAPACITY OF 1,800 GPM AT 3.00 FEET OF HEAD (MINIMUM). IF THESE <br />WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST <br />BE NOTIFIED IMMEDIATELY. <br />'• B. 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 />9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR <br />DEWATERING OPERATIONS DURING CONSTRUCTION. <br />TYPICAL SEDIMENT TANK <br />AND DRAINAGE WELL DETAILS <br />a <br />cc <br />00 <br />Lil -j Lt_ <br />CO �I Co <br />V l (n Z 2 <br />m: as <br />D W W <br />m m <br />En En <br />z — W W <br />J J <br />z 0 En En <br />:D 0 <br />Z rr <br />O z z <br />U <br />0 U) En <br />p o LL- <br />L0 0 0 <br />U <br />I no I date !rev is [on/issue <br />designed R. VARGAS <br />drawn <br />N. SERRATE <br />checked <br />L. SERRATE <br />approved <br />R. VARGAS <br />pro] no <br />!4020 -01 <br />scale <br />AS SHOWN <br />date <br />AUG 28, 2014 <br />cad ref <br />14020 -i6 <br />RODOLFO J. VARGAS <br />PE • 35648 <br />drawing <br />C -6 <br />