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12" HDP <br />FROM CD <br />A <br />15" HDPE INTERCONNECT <br />I my m = o nn r Klr--vn, <br />4" ALL <br />PLAN VIEW <br />N. T. S. <br />LE OPENINGS <br />4' _011 7, _411 <br />7 BARS @ 6" C. C. (BOTTOM) <br />4 BARS @ 12" C. C. (TOP) <br />4' -011 <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />CU <br />D <br />21 oU <br />l Cn <br />CCC <br />LQ <br />❑I3 <br />USF BOLTED WATERTIGHT <br />RIM AND COVER 655-U-BWT <br />RIM EL = 5.50 (NGVD) <br />3 EL = 5.00 [NGVD) <br />° ° <br />RS @ 12" VERT ° ° 30" <br />2'1 <br /># 4 @ 12" C. C. <br />HDPE (ROOF) EACH WAY <br />V EL = 2.00 [ NGVD ) <br />2" CL [ TYP) <br />#7 BARS W11/HOOKS o <br />[ <br />STD) @ 6 E. W. <br />CU <br />6" HOR I Z--" <br />INTERCONNECT 00 . 2' -6" LAP. <br />#4 @ 12" E. W. <br />8" 6 —811 8 11 <br />57 STONE—// --em- - -I C <br />15' -411 <br />PAVER CONTRACTOR TO PROVIDE <br />A REMOVABLE BRICK PAN OVER <br />ALL MANHOLE COVERS <br />PROPOSED PAVERS <br />—F I N EL = 6. 00 NGVD <br />�— 7 BARS @ 6" C. C. E. W. 07 BARS @ 6" C. C. E. W. <br />u <br />30" <br />° L _ n <br />o7 BARS @ 6" C. C. <br />EACH WAY <br />o5 @ 6" E. W. <br />�1xkm <br />ai�io�iR <br />00 0 <br />00 00 <br />e I 00 <br />4"D IA CLEA \ <br />OPENING <br />6' —811 <br />all <br />I <br />SECTION A -A <br />N. T. S. <br />TOP SLAB EL = 5.00 [ NGVD ) <br />0 <br />#5 BARS <br />@ 12" VERT <br />•• <br />a .l <br />24" DIAMETER <br />DRAINAGE WELL <br />TOP EL = 2. 00 [ NGVD) <br />BOTTOM EL= [ -) 2. 50 [ NGVD) <br />12" HDPE [ ROOF) <br />12" HDPE FROM CDS #1 <br />INV EL = 2. 00 [ NGVD) / <br />07 BAR @ 6" HORIZ <br />15" HDPE INTERCONNECT <br />INV EL = 2.00 (NGVD) <br />12" OF # 57 STONE <br />CONTRACTOR TO PROVIDE <br />WATER TIGHT SEAL <br />2 #5 ADDITIONAL A <br />REINFORCING BARS <br />[ TYP I CAL) <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br />,0 00 <br />00 00 <br />ROPOSED PAVERS <br />30" <br />7 BARS @ 6" <br />r—# 4 @ 12" C. C. E. W. <br />INTERMEDIATE 211CL <br />BAFFLE WALL <br />#7 BARS W/HOOKS <br />[ STD) @ 6" E. W.-7 <br />2' - 6" <br />0 <br />2"-6" LAP S �° 0 <br />#4 @ 12" E. W. <br />8ll 6' —011 811 <br />ONION <br />7' -10" <br />SECTION B -B <br />N. T. S. <br />PLAN <br />A <br />24' STEEL PIPE <br />• 4 BARS 0 1-1/2' 0. C. E. W. <br />WELDED TO PIPE <br />4 t3AM5 <br />=LDED TO PIPE <br />SEATING STRAP <br />24' STEEL PIPE <br />2" X 8" KEYWAY <br />ALL AROUND <br />411 " <br />0 <br />9-4 <br />15" HDPE INTERCONNECT <br />INV EL = 2. 00 [ NGVD ) <br />CONTRACTOR TO PROVIDE <br />WATER TIGHT SEAL <br />SECTION A CASING TO EXTEND <br />TO G3 WATER <br />WELL SCREEN DETAIL <br />N. T. S. <br />AI' <br />L TO BE FINISHED <br />H OPEN HOLE <br />D IAN 0.3750 WALL TH <br />1CK STEEL CASING <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 />CAPAC I TY OF 2, 000 GPM AT 4. 00 FEET OF HEAD [ M I N I MUM) . I F 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 />SEDI <br />/ <br />TANK <br />(O <br />DRAINAGE <br />WELL <br />CV <br />DETAILS <br />c <br />�1xkm <br />ai�io�iR <br />00 0 <br />00 00 <br />e I 00 <br />4"D IA CLEA \ <br />OPENING <br />6' —811 <br />all <br />I <br />SECTION A -A <br />N. T. S. <br />TOP SLAB EL = 5.00 [ NGVD ) <br />0 <br />#5 BARS <br />@ 12" VERT <br />•• <br />a .l <br />24" DIAMETER <br />DRAINAGE WELL <br />TOP EL = 2. 00 [ NGVD) <br />BOTTOM EL= [ -) 2. 50 [ NGVD) <br />12" HDPE [ ROOF) <br />12" HDPE FROM CDS #1 <br />INV EL = 2. 00 [ NGVD) / <br />07 BAR @ 6" HORIZ <br />15" HDPE INTERCONNECT <br />INV EL = 2.00 (NGVD) <br />12" OF # 57 STONE <br />CONTRACTOR TO PROVIDE <br />WATER TIGHT SEAL <br />2 #5 ADDITIONAL A <br />REINFORCING BARS <br />[ TYP I CAL) <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br />,0 00 <br />00 00 <br />ROPOSED PAVERS <br />30" <br />7 BARS @ 6" <br />r—# 4 @ 12" C. C. E. W. <br />INTERMEDIATE 211CL <br />BAFFLE WALL <br />#7 BARS W/HOOKS <br />[ STD) @ 6" E. W.-7 <br />2' - 6" <br />0 <br />2"-6" LAP S �° 0 <br />#4 @ 12" E. W. <br />8ll 6' —011 811 <br />ONION <br />7' -10" <br />SECTION B -B <br />N. T. S. <br />PLAN <br />A <br />24' STEEL PIPE <br />• 4 BARS 0 1-1/2' 0. C. E. W. <br />WELDED TO PIPE <br />4 t3AM5 <br />=LDED TO PIPE <br />SEATING STRAP <br />24' STEEL PIPE <br />2" X 8" KEYWAY <br />ALL AROUND <br />411 " <br />0 <br />9-4 <br />15" HDPE INTERCONNECT <br />INV EL = 2. 00 [ NGVD ) <br />CONTRACTOR TO PROVIDE <br />WATER TIGHT SEAL <br />SECTION A CASING TO EXTEND <br />TO G3 WATER <br />WELL SCREEN DETAIL <br />N. T. S. <br />AI' <br />L TO BE FINISHED <br />H OPEN HOLE <br />D IAN 0.3750 WALL TH <br />1CK STEEL CASING <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 />CAPAC I TY OF 2, 000 GPM AT 4. 00 FEET OF HEAD [ M I N I MUM) . I F 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 />SEDI <br />MENT <br />TANK <br />AND <br />DRAINAGE <br />WELL <br />NO 6 <br />DETAILS <br />z <br />O <br />R. <br />c <br />� <br />O <br />Q <br />_ <br />0- <br />Cn <br />z <br />z Q <br />W <br />Q <br />J N <br />~ <br />CL <br />w LO <br />m <br />O o <br />JZ <br />-1 <br />c <br />_ <br />W< <br />> <br />W U <br />---'-q <br />Lo <br />E <br />Q V <br />J <br />0 <br />Q <br />0 LL <br />_Q <br />r-. <br />Ln <br />p <br />U <br />. <br />c c <br />> <br />— <br />z <br />Q Cc <br />m <br />�• <br />rn <br />— <br />U <br />N <br />J F-- <br />N N <br />X <br />Qin <br />C <br />w LL <br />> <br />O CSDEn <br />c <br />z <br />m Lo <br />CC �fu <br />E <br />U-1 0 <br />J p <br />c� <br />I <br />Q) <br />m <br />Q " <br />U - <br />�IILd <br />J <br />3 1'- <br />0 <br />Ln <br />LCA <br />co <br />a <br />0 <br />IZ <br />O <br />Li - <br />LU L <br />CD <br />Z <br />w <br />= <br />Cn <br />LTJ <br />U <br />m <br />> <br />Q <br />D <br />Q <br />L! <br />Cn <br />Z <br />Z <br />Cn <br />— <br />Ll <br />� <br />J <br />J <br />O <br />—j <br />Cn <br />O <br />U <br />- <br />Z <br />� <br />QO <br />---1 <br />z <br />U <br />O <br />Z <br />CID <br />=) <br />CID <br />CI) <br />LL <br />O <br />U <br />no <br />date <br />revision/issue <br />designed <br />R. <br />VARGAS <br />drawn <br />N. <br />SERRATE <br />checked <br />L. <br />SERRATE <br />approved <br />R. <br />VARGAS <br />prof no <br />15004-01 <br />scale <br />AS <br />SHOWN <br />date <br />JULY 16, <br />2015 <br />cad ref <br />15004-54 <br />RODOLFO J. VARGAS <br />PE # 35648 <br />drawing <br />