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B <br />15' HDPE <br />3' CONDENSED DRAIN (FROM ROOF] <br />8: 14-0" <br />61-8. 1 1 8 "1 '3'-4' . 3' -4" <br />15` HOPE <br />INTERCONNECT —\ <br />A Y <br />t2'ALUMINUM FL <br />GATE WATERMAN <br />AF -41 OR EQUAL <br />4" ALL AROUND <br />4' ALL AROUND <br />12' FROM TRENCH DRAIN <br />V <br />PAVER CONTRACTOR <br />A REMOVABLE BRICK <br />MANHOLE COVERS <br />TOP SLAB EL - 4.50 <br />•5 BARS @ 12' VERT — <br />15'tHOPE (FROM ROOF) <br />INV EL- 2.00 (NGVD]- <br />3' CONDENSED DRAIN <br />INV EL- 2.00 .(NGVD)- <br />15' HDPE INTERCONNECT <br />INV EL- 2.00 (NGVD) <br />•7 BARS @ 6' HORI Z� <br />15' HOPE PRESSURE <br />m RELEASE VENT <br />BOLTED WATER TIGHT MANHOLE <br />RING AND COVERS <br />PER USF ii9 -BM -BWT <br />'BOLTED TO TOP SLAB <br />,— CENTER OF MANHOLE OPENINGS <br />_ <br />F ----- _ — _ _ _ _ I <br />I I <br />I I <br />m i I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />m 1 8 -1' DIAM HOLES W/ I <br />314' ANCHOR BOLTS ] I <br />(EACH RING) <br />L----------------- - - ---I <br />I I <br />4' -0, 7' -4, 4' -0, <br />15' -4' <br />• 7 BARS @ 6' C.C. (BOTTOM] <br />° 4 BARS @ 12' C. C. ( TOP) <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />4 <br />i <br />o., <br />a: <br />o° <br />m., <br />uU <br />()U <br />� ion <br />m, m <br />mm <br />¢¢ <br />mm <br />BOLTED WATER TIGHT MANHOLE <br />RING AND COVERS <br />IDE PER USF 119 -BM -BWT <br />ER BOLTED TO TOP SLAB <br />RIM EL- 5.00 [NGVD); <br />PROPOSED PAVERS <br />RIM EL- 5.50 (NGVD) <br />° 7 BARS @ 6" C. C. E. W. <br />•7 BARS @ 6' C. C. E. W. <br />3' CL TOP SLAB EL 4.50 (NGVD) <br />(TYP. <br />30° 30' m 5 BARS <br />@ 12' VERT —, <br />2, l5' HDPE PRESSURE <br />SE VNT <br />4 @ 12" C. c. EACHA WAY fi' C.C. INV EEL- 2.00 (NGVD) <br />EACH WAY <br />15 HOPE (FROM ROOF) <br />o INV EL- 2.00 (NGVD) <br />3' CONDENSED ORA:IN <br />•5 @ 6' E. W. r INV EL- 2.00 (NGVD) <br />/ \ m <br />2' CL [TYP) 24' DIAMETER <br />•7 BARS W /HOOKS I DRAINAGE WELL <br />f STD] � TOP EL 2.00 (NGVD) <br />@ 6 ' E. W. <br />�4, BOTTOM EL- ( -) 3.00 (NGVD) <br />HOPE PRESSUR E •7 BAR @ 6" HORIZ <br />1 • 4 @ 12' E. W. <br />SS' <br />B' 6' RELEASE VENT <br />INV EL- 2.00 (NGVD) <br />15•_4• <br />I <br />I <br />SECTION A -A <br />R. T. S. <br />.5 ADDITIONAL <br />ADDTIONAL <br />EINFORCNG BARS <br />TYPICAL) <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br />15'X90 °PVC <br />BEND (TYP)1 <br />TOP OF VENT INV EL- 8.00 NGVD <br />PROPOSED INSTALL SS INSECT SCREEN AT PIPE END <br />15' HOPE VENT <br />(MIN 230 HOLES PER SQUARE INC H1 <br />FINISHED GRADE <br />ELEVATION VARIES <br />:III -1 I I =1 I I I I I =1 I =1 11= <br />NOTE: <br />' <br />15 FOR VENT LOCATION SEE PLAN <br />' <br />SEDIHOPE MENT TAPIPE NK) [FROM <br />r—PROPOSED PAVERS <br />/ RIM EL- 5.50 (NGVD) <br />V—• 4 @ 12' C. C. E. W. <br />INTERMEDIATE 2'CL <br />"BAFFLE WALL ' <br />• •7 BARS W /HOOKS <br />STD) @ <br />• 7 BARS @ 6' <br />O <br />2' % 8' KEYWAY <br />ALL AROUND <br />o • <br />i 1p <br />m � ; <br />I I �, I I I 2' -6° LAP _I \-15" HOPE FROM <br />•4 @ 12' E. W. I INV ELL - 2.00 INGVD]W <br />B• 6' _ B" B• <br />7'-10' <br />I <br />SECTION B -B <br />N. T. S. <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 BEI 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 .DI I ARGE <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 4 DETAILS <br />Z <br />O c <br />m F m <br />c a m <br />- y ° <br />J m <br />a ,• <br />VIII <br />m— <br />6 m E <br />° <br />m <br />Q <br />Z <br />INTERMEDIATE <br />BAFFLE WALL <br />24" DIAMETER�� <br />DRAINAGE WELL <br />PIPE G CASING <br />Q <br />ELL CHAMBER <br />Il // <br />—y�� <br />— <br />.00 <br />4" ALL AROUND <br />4' ALL AROUND <br />12' FROM TRENCH DRAIN <br />V <br />PAVER CONTRACTOR <br />A REMOVABLE BRICK <br />MANHOLE COVERS <br />TOP SLAB EL - 4.50 <br />•5 BARS @ 12' VERT — <br />15'tHOPE (FROM ROOF) <br />INV EL- 2.00 (NGVD]- <br />3' CONDENSED DRAIN <br />INV EL- 2.00 .(NGVD)- <br />15' HDPE INTERCONNECT <br />INV EL- 2.00 (NGVD) <br />•7 BARS @ 6' HORI Z� <br />15' HOPE PRESSURE <br />m RELEASE VENT <br />BOLTED WATER TIGHT MANHOLE <br />RING AND COVERS <br />PER USF ii9 -BM -BWT <br />'BOLTED TO TOP SLAB <br />,— CENTER OF MANHOLE OPENINGS <br />_ <br />F ----- _ — _ _ _ _ I <br />I I <br />I I <br />m i I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />m 1 8 -1' DIAM HOLES W/ I <br />314' ANCHOR BOLTS ] I <br />(EACH RING) <br />L----------------- - - ---I <br />I I <br />4' -0, 7' -4, 4' -0, <br />15' -4' <br />• 7 BARS @ 6' C.C. (BOTTOM] <br />° 4 BARS @ 12' C. C. ( TOP) <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />4 <br />i <br />o., <br />a: <br />o° <br />m., <br />uU <br />()U <br />� ion <br />m, m <br />mm <br />¢¢ <br />mm <br />BOLTED WATER TIGHT MANHOLE <br />RING AND COVERS <br />IDE PER USF 119 -BM -BWT <br />ER BOLTED TO TOP SLAB <br />RIM EL- 5.00 [NGVD); <br />PROPOSED PAVERS <br />RIM EL- 5.50 (NGVD) <br />° 7 BARS @ 6" C. C. E. W. <br />•7 BARS @ 6' C. C. E. W. <br />3' CL TOP SLAB EL 4.50 (NGVD) <br />(TYP. <br />30° 30' m 5 BARS <br />@ 12' VERT —, <br />2, l5' HDPE PRESSURE <br />SE VNT <br />4 @ 12" C. c. EACHA WAY fi' C.C. INV EEL- 2.00 (NGVD) <br />EACH WAY <br />15 HOPE (FROM ROOF) <br />o INV EL- 2.00 (NGVD) <br />3' CONDENSED ORA:IN <br />•5 @ 6' E. W. r INV EL- 2.00 (NGVD) <br />/ \ m <br />2' CL [TYP) 24' DIAMETER <br />•7 BARS W /HOOKS I DRAINAGE WELL <br />f STD] � TOP EL 2.00 (NGVD) <br />@ 6 ' E. W. <br />�4, BOTTOM EL- ( -) 3.00 (NGVD) <br />HOPE PRESSUR E •7 BAR @ 6" HORIZ <br />1 • 4 @ 12' E. W. <br />SS' <br />B' 6' RELEASE VENT <br />INV EL- 2.00 (NGVD) <br />15•_4• <br />I <br />I <br />SECTION A -A <br />R. T. S. <br />.5 ADDITIONAL <br />ADDTIONAL <br />EINFORCNG BARS <br />TYPICAL) <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br />15'X90 °PVC <br />BEND (TYP)1 <br />TOP OF VENT INV EL- 8.00 NGVD <br />PROPOSED INSTALL SS INSECT SCREEN AT PIPE END <br />15' HOPE VENT <br />(MIN 230 HOLES PER SQUARE INC H1 <br />FINISHED GRADE <br />ELEVATION VARIES <br />:III -1 I I =1 I I I I I =1 I =1 11= <br />NOTE: <br />' <br />15 FOR VENT LOCATION SEE PLAN <br />' <br />SEDIHOPE MENT TAPIPE NK) [FROM <br />r—PROPOSED PAVERS <br />/ RIM EL- 5.50 (NGVD) <br />V—• 4 @ 12' C. C. E. W. <br />INTERMEDIATE 2'CL <br />"BAFFLE WALL ' <br />• •7 BARS W /HOOKS <br />STD) @ <br />• 7 BARS @ 6' <br />O <br />2' % 8' KEYWAY <br />ALL AROUND <br />o • <br />i 1p <br />m � ; <br />I I �, I I I 2' -6° LAP _I \-15" HOPE FROM <br />•4 @ 12' E. W. I INV ELL - 2.00 INGVD]W <br />B• 6' _ B" B• <br />7'-10' <br />I <br />SECTION B -B <br />N. T. S. <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 BEI 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 .DI I ARGE <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 4 DETAILS <br />Z <br />O c <br />m F m <br />c a m <br />- y ° <br />J m <br />a ,• <br />VIII <br />m— <br />6 m E <br />° <br />m <br />Q <br />Z <br />Q <br />c <br />.00 <br />> _i <br />_i LL <br />m <br />Q <br />U U <br />W <br />.� <br />as <br />LLI w <br />Co <br />— <br />mm <br />z <br />U) <br />wW <br />LLI <br />J J <br />J <br />p <br />�N <br />Cn <br />•0Z <br />z <br />} <br />Oz <br />Z <br />� (n <br />O LL <br />.00 <br />Cn'7 <br />F- <br />0 <br />0 <br />O <br />0 I <br />date <br />revislon <br />/Issue <br />designed R. VARGAS <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />pro) no 12014 -01 <br />scale AS SHOWN <br />date JULY 26, 2012 <br />cad ref 12014 -20 <br />RODOLFO J. VARGAS <br />PE • 35646 . <br />drawing <br />C -10 <br />