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15° <br />CFR <br />Y_ <br />PAVER CONTRACTOR TO PROVIDE <br />A REMOVABLE BRICK PAN OVER <br />MANHOLE COVERS <br />HDPE PRESSURE <br />ASE VENT <br />NSTALL SS INSECT SCREEN AT PIPE END <br />MIN 230 HOLES PER SQUARE INCH) <br />I-'LAIV V I tIN <br />N. T. S. <br />FFLTED WATER TIGHT MANHOLE <br />INO <br />AND COVERS <br />PER USF 119-BM-BWT <br />'BOLTED TO TOP SLAB <br />CENTER OF MANHOLE .OPENINGS <br />4" ALL AROUND -I <br />Z <br />o <br />------^- ------ <br />t I <br />I I <br />I I <br />I I <br />s <br />Q8-il <br />F m <br />¢ m <br />1HOLES W/ I <br />o a <br />y O <br />TOP SLAB EL 7.00 (NGVD) 3" CL <br />( TYP. <br />TOP SLAB EL 5.45 (NAVD7. T -P 30- <br />m <br />'(EACH RING] <br />L----- -----------------� <br />0 <br />-5 BARS @ 12" VERT 2' •7 BARS @ 61 C.C. <br />J = •�' <br />w a <br />• 4 @ 12" C. C. EACH WAY <br />EACH WAY <br />15" HOPE (FROM RODF) <br />INV EL- 2.00 (NGVD) <br />. wai <br />A INV EL- 0.45 (NAVD7 <br />n5 @ 6" E. W. <br />N20' <br />VIII <br />6 � E <br />wN i <br />omw <br />15" HOPE [FROM MH.) `2" CL [TYP) <br />yw� <br />INV EL- 2.00 [NOVO) •7 BARS W/HOOKS <br />INV EL- 0.45 INAVO] <br />3� <br />0 <br />m <br />(STD) @ 6` E. W, <br />•7 BARS @ 6" HORIZ <br />I <br />2'-6" LAP. <br />4 @ 12" E. W. <br />HDPE PRESSURE <br />ASE VENT <br />NSTALL SS INSECT SCREEN AT PIPE END <br />MIN 230 HOLES PER SQUARE INCH) <br />I-'LAIV V I tIN <br />N. T. S. <br />FFLTED WATER TIGHT MANHOLE <br />INO <br />AND COVERS <br />PER USF 119-BM-BWT <br />'BOLTED TO TOP SLAB <br />CENTER OF MANHOLE .OPENINGS <br />4" ALL AROUND -I <br />I I <br />4'-0" 7'-4- 4'-0" <br />• 7 BARS @ 6° C.C. [BOTTOM) <br />• 4 BARS @ 12° C.C. (TOP] <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />15' -4" <br />I <br />I <br />SECTION 'A -A <br />N. T. S. <br />2 - <br />5 ADD1T10NAL <br />REINFORCING BARS <br />(TYPICAL) <br />WATER TIGHT MANHOLE PROP 15" HDPE VENT <br />D COVERS FOR DETAILS SEE THIS SHEET <br />119-BM-BWT <br />TO TOP SLAB <br />7. 33 I NGVD); <br />5.78 (NAVD) . <br />'ROPOSED PAVERSPROPOSED PAVERS <br />IIM EL- 7.63 INGVD) RIM EL- 7.63 CNGVDJ <br />IIM EL- 6.08 (NAVD) RIM EL- 6.08 (NAVD) <br />• 7 BARS @ 6" C. C. E. W. • 7 BARS @ 611, <br />•7 BARS @ 6" C. C. E. W. <br />TOP SLAB EL - 7.00 (NGVD) <br />,r o TOP SLAB EL - 5.45 (NAVD) o <br />i. <br />•5 BARS <br />@ 12" VERT . 4 @ 12" C. C. E. W. <br />l5" HDPE (FROM MH .1 ' <br />INV EL- 2.00 (NGVD) 2" X B" KEYWAY <br />INTERMEDIATE 2"CL <br />o INV EL- 0.45 (NAVD) ALL AROUND <br />BAFFLE WALL <br />0 0 •7 BAPS W/HOOKS <br />I STD) @ 6" <br />24" DIAMETER <br />'2' =6° <br />DRAINAGE WELL <br />TOP EL - 2.00 (NGVD) \� m <br />TOP EL - 0.45 (NAVD) FT- I1 <br />10 <br />BOTTOM EL • [ -7 3.00 (NGVD) iv <br />4" <br />o BOTTOM EL • (-J 4.55 CNAV01 II II <br />•7 BAR @ 6" HORIZ 2'-6° LAP <br />15" HDPE (FROM ROOF) <br />•4 @ 12" E. W.INV EL- 2.00 MVD) <br />8" 15" HDPE PRESSURE B" 6'-O" 8„ INV EL- 0.45 INAVOI <br />RELEASE VENT 15" HDPE PRESSURE <br />INV EL- 2.00 INGVD) RELEASE VENT <br />INV EL- 0.45 (NAVD) 7'-10' INV EL- 2,00 (NGVOI <br />INV EL- 0.45 (NAVD) <br />I <br />SECTION B -B <br />N. T. S. <br />TYPICAL OPENING REINFORCING DETAIL <br />is, X90°PVC <br />BEND CTYP) <br />TOP OF VENT INV EL- 6.00 NGVD <br />TOP OF VENT INV EL= 6.45 (NAVD) <br />PROPOSED <br />15" HDPE VENT INSTALL SS INSECT SCREEN AT PIPE END <br />(MIN 230 HOLES PER SOUARE INCH) <br />FINISHED GRADE <br />ELEVATION VARIES <br />f= �/ NOTE: <br />FOR VENT LOCATION SEE PLAN <br />(5" HDPE PIPE (FROM <br />SEDIMENT TANK] <br />VENT ELEVATION DETAIL <br />NOTES; <br />I. 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 />IINSURNG THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE <br />CAPACTY OF _ GPM AT _ FEET OF HEAD (MINIMUM). IF THESE <br />WELL DISCHARGE EAPACI TIES AAE NOT OTBAINED, THE ENGINEER MUST <br />BE NOTIFIED IMMEDIATELY.\,S 1 p I 17 p Q 7p <br />8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN,4 ANY O�B9JIS I/� /✓,�/ <br />FOR THE LENGHT OF THE PROJECT. ENGINEER SH L^L BE INOYIF Ep FOR ••�,.; > <br />FINAL INSPECTION OF THE SEDIMENT TANK AND,PRA,I�IAGE, WELL <br />PRIOR TO ACCEPTANCE. Ci.'l' , �r i� r,F '(•fes' .�('� •, <br />No <br />TATE OF iQ <br />O ` <br />. 'f691ietl5C\ <br />SEDIMENT TANK AND <br />DRAINAGE WELL TYPICAL DETAIL <br />Z <br />o <br />------^- ------ <br />t I <br />I I <br />I I <br />I I <br />' <br />i <br />e <br />Q8-il <br />F m <br />¢ m <br />1HOLES W/ I <br />o a <br />y O <br />3/4" ANCHOR BOLTS 1 1 <br />'(EACH RING] <br />L----- -----------------� <br />0 <br />I I <br />4'-0" 7'-4- 4'-0" <br />• 7 BARS @ 6° C.C. [BOTTOM) <br />• 4 BARS @ 12° C.C. (TOP] <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />15' -4" <br />I <br />I <br />SECTION 'A -A <br />N. T. S. <br />2 - <br />5 ADD1T10NAL <br />REINFORCING BARS <br />(TYPICAL) <br />WATER TIGHT MANHOLE PROP 15" HDPE VENT <br />D COVERS FOR DETAILS SEE THIS SHEET <br />119-BM-BWT <br />TO TOP SLAB <br />7. 33 I NGVD); <br />5.78 (NAVD) . <br />'ROPOSED PAVERSPROPOSED PAVERS <br />IIM EL- 7.63 INGVD) RIM EL- 7.63 CNGVDJ <br />IIM EL- 6.08 (NAVD) RIM EL- 6.08 (NAVD) <br />• 7 BARS @ 6" C. C. E. W. • 7 BARS @ 611, <br />•7 BARS @ 6" C. C. E. W. <br />TOP SLAB EL - 7.00 (NGVD) <br />,r o TOP SLAB EL - 5.45 (NAVD) o <br />i. <br />•5 BARS <br />@ 12" VERT . 4 @ 12" C. C. E. W. <br />l5" HDPE (FROM MH .1 ' <br />INV EL- 2.00 (NGVD) 2" X B" KEYWAY <br />INTERMEDIATE 2"CL <br />o INV EL- 0.45 (NAVD) ALL AROUND <br />BAFFLE WALL <br />0 0 •7 BAPS W/HOOKS <br />I STD) @ 6" <br />24" DIAMETER <br />'2' =6° <br />DRAINAGE WELL <br />TOP EL - 2.00 (NGVD) \� m <br />TOP EL - 0.45 (NAVD) FT- I1 <br />10 <br />BOTTOM EL • [ -7 3.00 (NGVD) iv <br />4" <br />o BOTTOM EL • (-J 4.55 CNAV01 II II <br />•7 BAR @ 6" HORIZ 2'-6° LAP <br />15" HDPE (FROM ROOF) <br />•4 @ 12" E. W.INV EL- 2.00 MVD) <br />8" 15" HDPE PRESSURE B" 6'-O" 8„ INV EL- 0.45 INAVOI <br />RELEASE VENT 15" HDPE PRESSURE <br />INV EL- 2.00 INGVD) RELEASE VENT <br />INV EL- 0.45 (NAVD) 7'-10' INV EL- 2,00 (NGVOI <br />INV EL- 0.45 (NAVD) <br />I <br />SECTION B -B <br />N. T. S. <br />TYPICAL OPENING REINFORCING DETAIL <br />is, X90°PVC <br />BEND CTYP) <br />TOP OF VENT INV EL- 6.00 NGVD <br />TOP OF VENT INV EL= 6.45 (NAVD) <br />PROPOSED <br />15" HDPE VENT INSTALL SS INSECT SCREEN AT PIPE END <br />(MIN 230 HOLES PER SOUARE INCH) <br />FINISHED GRADE <br />ELEVATION VARIES <br />f= �/ NOTE: <br />FOR VENT LOCATION SEE PLAN <br />(5" HDPE PIPE (FROM <br />SEDIMENT TANK] <br />VENT ELEVATION DETAIL <br />NOTES; <br />I. 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 />IINSURNG THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE <br />CAPACTY OF _ GPM AT _ FEET OF HEAD (MINIMUM). IF THESE <br />WELL DISCHARGE EAPACI TIES AAE NOT OTBAINED, THE ENGINEER MUST <br />BE NOTIFIED IMMEDIATELY.\,S 1 p I 17 p Q 7p <br />8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN,4 ANY O�B9JIS I/� /✓,�/ <br />FOR THE LENGHT OF THE PROJECT. ENGINEER SH L^L BE INOYIF Ep FOR ••�,.; > <br />FINAL INSPECTION OF THE SEDIMENT TANK AND,PRA,I�IAGE, WELL <br />PRIOR TO ACCEPTANCE. Ci.'l' , �r i� r,F '(•fes' .�('� •, <br />No <br />TATE OF iQ <br />O ` <br />. 'f691ietl5C\ <br />SEDIMENT TANK AND <br />DRAINAGE WELL TYPICAL DETAIL <br />Q <br />O <br />(s <br />O <br />J <br />I.L. <br />w <br />w U <br />:> a <br />- am <br />Cf)I z . z_ (n <br />Lij <br />n J _J <br />O - <br />Q U <br />} <br />O O Z <br />C7) ::) <br />U m (n <br />u_ <br />O <br />} <br />U <br />ho I date. Irevision/Issue I <br />designed R. VARGAS <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />pro? no 12007-01 <br />scale AS SHOWN <br />date OCT 17, 2012 <br />RODOLFO J. VARGAS <br />PE • .35548 . <br />drawing <br />C-6 <br />Z <br />o <br />v <br />r w <br />o <br />e <br />F m <br />¢ m <br />o a <br />y O <br />0 <br />V <br />J = •�' <br />w a <br />w U a N o <br />. wai <br />N20' <br />VIII <br />6 � E <br />wN i <br />omw <br />III <br />3� <br />0 <br />m <br />Q <br />O <br />(s <br />O <br />J <br />I.L. <br />w <br />w U <br />:> a <br />- am <br />Cf)I z . z_ (n <br />Lij <br />n J _J <br />O - <br />Q U <br />} <br />O O Z <br />C7) ::) <br />U m (n <br />u_ <br />O <br />} <br />U <br />ho I date. Irevision/Issue I <br />designed R. VARGAS <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />pro? no 12007-01 <br />scale AS SHOWN <br />date OCT 17, 2012 <br />RODOLFO J. VARGAS <br />PE • .35548 . <br />drawing <br />C-6 <br />