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Y_ <br />15' HDPE PRESSURE <br />RELEASE VENT <br />12' FROM TRENCH DRAIN . <br />14-0" 8" <br />PAVER CONTRACTOR TO PROVIDE PER.I <br />A REMOVABLE BRICK PAN OVER BOLTE <br />MANHOLE COVERS RIM E <br />TOP SLAB EL - ____ (NOVO1 3' CL <br />(TYP. <br />•5 BARS @ 12' VERT 30. 30' <br />15" HDPE (FROM ROOF? <br />I NV EL- 2.00 (NGVD) 2' 7 BARS @ 6' C. C. <br />4 @ 12' C.C. EACH WAY - <br />3' CONDENSED DRAIN EACH WAY <br />INV EL- 2,.00 INGVD) <br />A -5 @ 6" E. W. <br />ARMSPRESSURE 2" CL (TYP) <br />RELEASE VENT 17 BARS W /HOOKS <br />INV EL- 2.00 (NGVD) ( STD) @ 6" E. W. <br />N <br />•7 BARS @ 6" HORIZ <br />I <br />15' HOPE <br />do INTERCONNECT X2'-6" LAP. <br />I.4 @ 12' E. W. <br />4' ALL AROUND J 24" <br />4 4 LAP <br />3' CONDENSED ORAIN <br />15" HOPE <br />FROM ROOF? <br />B <br />PLAN VIEW <br />N. T. S. <br />BOLTED WATER TIGHT MANHOLE <br />RING AND COVERS <br />PER USF 119 -BM -BWT <br />BOLTED TO TOP SLAB <br />- CENTER OF MANHOLE OPENINGS <br />4" ALL AROUND <br />. - - - - --- - - -- - -- - -� <br />I I <br />I I <br />m I I <br />I I <br />I ' I <br />I I <br />I I <br />a + <br />I I <br />I I <br />I I I I <br />- I I <br />I i <br />m I 8 -1' DIAM HOLES W/ I <br />3/4' ANCHOR BOLTS I I <br />(EACH'AINGI <br />L---- ------------ - - - - -J <br />i I <br />4'-0' 7' -4. 4' -0. <br />e 7 BARS @ B' C . (BOTTOM) <br />• 4 BARS @ 12' C.C. (TOP) <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />0 <br />�a <br />�-a <br />oi- <br />m., <br />`.0 <br />UU <br />� tllm <br />nv <br />t5­4" <br />I <br />N. T. S. <br />2 •5 I ADDTIONAL <br />REINFORCNG BARS <br />(TYPICAL) <br />G <br />WATER TIGHT MANHOLE <br />designed <br />BEND (TYP) <br />- <br />Z <br />a ° <br />INTERMEDIATE <br />BAFFLE WALL <br />24" DIAMETER <br />DRAINAGE WELL <br />PIPE S CASING <br />Q <br />ELL CHAMBER <br />1 <br />O <br />NSTALL SS INSECT SCREEN AT PIPE END <br />!MIN <br />°� <br />a <br />¢ 1O <br />TO TOP SLAB <br />date <br />O O <br />FINISHED GRADE <br />ELEVATION VARIES <br />> J <br />PAVER CONTRACTOR TO PROVIDE PER.I <br />A REMOVABLE BRICK PAN OVER BOLTE <br />MANHOLE COVERS RIM E <br />TOP SLAB EL - ____ (NOVO1 3' CL <br />(TYP. <br />•5 BARS @ 12' VERT 30. 30' <br />15" HDPE (FROM ROOF? <br />I NV EL- 2.00 (NGVD) 2' 7 BARS @ 6' C. C. <br />4 @ 12' C.C. EACH WAY - <br />3' CONDENSED DRAIN EACH WAY <br />INV EL- 2,.00 INGVD) <br />A -5 @ 6" E. W. <br />ARMSPRESSURE 2" CL (TYP) <br />RELEASE VENT 17 BARS W /HOOKS <br />INV EL- 2.00 (NGVD) ( STD) @ 6" E. W. <br />N <br />•7 BARS @ 6" HORIZ <br />I <br />15' HOPE <br />do INTERCONNECT X2'-6" LAP. <br />I.4 @ 12' E. W. <br />4' ALL AROUND J 24" <br />4 4 LAP <br />3' CONDENSED ORAIN <br />15" HOPE <br />FROM ROOF? <br />B <br />PLAN VIEW <br />N. T. S. <br />BOLTED WATER TIGHT MANHOLE <br />RING AND COVERS <br />PER USF 119 -BM -BWT <br />BOLTED TO TOP SLAB <br />- CENTER OF MANHOLE OPENINGS <br />4" ALL AROUND <br />. - - - - --- - - -- - -- - -� <br />I I <br />I I <br />m I I <br />I I <br />I ' I <br />I I <br />I I <br />a + <br />I I <br />I I <br />I I I I <br />- I I <br />I i <br />m I 8 -1' DIAM HOLES W/ I <br />3/4' ANCHOR BOLTS I I <br />(EACH'AINGI <br />L---- ------------ - - - - -J <br />i I <br />4'-0' 7' -4. 4' -0. <br />e 7 BARS @ B' C . (BOTTOM) <br />• 4 BARS @ 12' C.C. (TOP) <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />0 <br />�a <br />�-a <br />oi- <br />m., <br />`.0 <br />UU <br />� tllm <br />nv <br />t5­4" <br />I <br />N. T. S. <br />2 •5 I ADDTIONAL <br />REINFORCNG BARS <br />(TYPICAL) <br />G <br />WATER TIGHT MANHOLE <br />designed <br />BEND (TYP) <br />- <br />Z <br />a ° <br />D COVERS <br />119 -BM -BWT <br />Q <br />PROPOSED <br />15° HOPE VENT <br />O <br />NSTALL SS INSECT SCREEN AT PIPE END <br />!MIN <br />°� <br />a <br />¢ 1O <br />TO TOP SLAB <br />date <br />O O <br />FINISHED GRADE <br />ELEVATION VARIES <br />> J <br />5.00 ( NGVD) <br />J LL <br />GD <br />U <br />Q <br />=_ <br />U u <br />w <br />: <br />O ry <br />CO <br />- <br />W W <br />Co m <br />Z <br />U) <br />ROPOSED PAVERS <br />,Cn Cn <br />ww <br />PROPOSED PAVERS <br />2: <br />-1 J <br />0 <br />0 o v <br />IM EL- 5.50 (NGVD? <br />RIM EL- 5.50 (NGVD) <br />Z <br />z z <br />o <br />Z Z <br />W U < N 0 <br />• 7 BARS @ 6' C. C. <br />E. W. <br />z <br />• 7 BARS @ 6'; <br />O LL <br />00 <br />Q <br />•7 BARS @ 6' C. C. E. W. <br />r. <br />H-. <br />O <br />u <br />TOP SLAB EL (NGVD) <br />u _ <br />�' -� -+ x c <br />a� <br />_ <br />o <br />30" <br />• <br />o <br />W <br />_ <br />BARS <br />u° m <br />@612" VERT <br />••4 @ 12' C. C.: E. W. <br />15' HDPE PRESSURE. <br />z m N - <br />RELEASE VENT <br />INV EL- 2.00 (NGVD] <br />INTERMEDIATE 2'CL <br />2' X 8' KEYWAY <br />ALL AROUND <br />°o <br />o <br />'BAFFLE WALL ' <br />' <br />•7 BARS W /HOOKS <br />m <br />0 <br />15" HDPE FROM TRENCH <br />INV EL ° 2.00 (NGVD) <br />[ STO7 @ 6' E. W. <br />m <br />° <br />I <br />LL <br />( ( <br />/ -\ <br />I I <br />� W <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br />DRAINAGE WELL <br />TOP EL ' 2.00 [NGVD) <br />�4. BOTTOM EL- ( -1 3.00 (NGVD) <br />10 <br />•7 BAR @ 6' HORIZ- <br />15' HOPE INTERCONNECT <br />INV EL= 2.00 (NGVD) <br />Is, X90. PVC <br />designed <br />BEND (TYP) <br />- <br />N. SERRATE <br />TOP OF VENT INV EL- 8.OD NGVD <br />Q <br />PROPOSED <br />15° HOPE VENT <br />O <br />NSTALL SS INSECT SCREEN AT PIPE END <br />!MIN <br />12014 -01 <br />scale <br />230 HOLES PER SQUARE INC H1 <br />date <br />O O <br />FINISHED GRADE <br />ELEVATION VARIES <br />NOTE: <br />1 FOR VENT LOCATION SEE PLAN <br />5' HOPE PIPE [FROM <br />SEDIMENT TANK) <br />fr I1 <br />Q <br />II j\ <br />2'- 62' -6' LAP HO <br />�zj •4 @ 12' E. W, INV ELPE2. 000( (NGVD) ROOF] <br />S. S' -0. 8. <br />3' CONDENSED DRAIN <br />7' -10' INV EL= 2.00 (NGVD) <br />I <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 OISCMARGE <br />CAPACITY 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 1 DETAILS <br />Z <br />designed <br />R. VARGAS <br />- <br />N. SERRATE <br />Q <br />Q <br />approved <br />O <br />prol no <br />12014 -01 <br />scale <br />AS SHOWN <br />date <br />O O <br />> J <br />J LL <br />GD <br />U <br />Q <br />=_ <br />U u <br />w <br />: <br />. Q Q <br />CO <br />- <br />W W <br />Co m <br />Z <br />U) <br />- <br />,Cn Cn <br />ww <br />LLJ <br />2: <br />-1 J <br />J <br />O <br />(n Cf) <br />Z <br />z z <br />o <br />Z Z <br />z <br />(n (n <br />z <br />O LL <br />00 <br />Q <br />Ul <br />r. <br />H-. <br />O <br />u <br />O <br />o <br />date <br />rev is <br />lon /ISsOe <br />RODOLFO J. VARGAS <br />PE • 35646 . <br />drawing <br />C -7 <br />designed <br />R. VARGAS <br />drawn <br />N. SERRATE <br />checked <br />L. SERRATE <br />approved <br />R. VARGAS <br />prol no <br />12014 -01 <br />scale <br />AS SHOWN <br />date <br />JULY 31, 2012 <br />RODOLFO J. VARGAS <br />PE • 35646 . <br />drawing <br />C -7 <br />