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15" HDPE I NTE <br />4" ALL <br />Lam <br />PLAN VIEW <br />N. T. S. <br />USF BOLTED WATERTIGHT <br />RIM AND COVER 655-U-BWT <br />RIM EL = 5.50 (NGVD) <br />SLAB EL = 5.00 ( NGVD ) <br />° ° <br />o5 BARS @ 12" VERT ° ° 30" ° <br />HDPE ( ROOF) rt2ll <br />EL = 2.00 [NGVD) # 4 @ 12" C. C. <br />iDPE INTERCONNECT EACH WAY <br />:L = 2.00 (NGVD ) <br />A ` <br />1 <br />2" CL [ TYP) <br />#7 BARS W/HOOKS 0 <br />N1STD ) @ 61 E. W. <br />Cu1-4. <br />3ARS @ 6" HOR I Z__1-'1 �0I O e <br />HDPE I NTERCONNECT° a ° o 2' -6" LAP. <br />#4 @ 12" E. W. <br />8" <br />12" UF- b/ 5 1 UNE <br />LE OPENINGS <br />4' _ p ll 7. -411 <br />Ir 7 BARS @ 6" C. C. (BOTTOM) <br />4 BARS @ 12" C. C. ( TOP) <br />4.1-011 <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />Cu <br />21 <br />n Cn <br />LQ <br />tQ <br />D co <br />° <br />30" <br />PAVER CONTRACTOR TO PROVIDE <br />A REMOVABLE BRICK PAN OVER <br />ALL MANHOLE COVERS <br />\PROPOSED PAVERS <br />F IN EL = 6. 00 NGVD <br />�— 7 BARS @ 6" C. C. E. W. #7 BARS @ 6" C. C. E. W. <br />u i u <br />o7 BARS @ 6" C. C. <br />EACH WAY <br />-o5 @ 6" E. W. <br />(D <br />I <br />Cu <br />TOP SLAB EL = 5.00 ( NGVD ) <br />O #5 BARS <br />@ 12" VERT-�, <br />all <br />00 ON <br />00 I 00 <br />"DIA CLEA \ <br />06 ENB�NG 8 <br />I <br />SECTION A -A <br />N. T. S. <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 />#7 BAR @ 6" HORIZ_/ <br />15" HDPE INTERCONNECT <br />INV EL = 2.00 [ NGVD ) <br />12" OF # 57 STONE__"'ZZ <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 />/° °° <br />O Oaf I °0 <br />PROPOSED PAVERS <br /># 7 BARS @ 6" <br />° °3011 ° ° ° <br />Do <br />m ° ° ° ° ° a <br /># 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' -611 <br />0 <br />"--# 4 @ 12" E. W. <br />8„ 6• —011 <br />7' -10" <br />2' - 6" LAP —Poo— ° o <br />8" <br />SECTION B -B <br />N. T. S. <br />PLAN <br />A <br />24• STEEL PIPE <br />• 4 BARS 0 L -i/2' 0. C. E. N. <br />MELDED TO PIPE <br />4 t$AH1 <br />ELDED TO PIPE <br />SEATING STRAP <br />24' STEEL PIPE <br />2" X 8" KEYWAY <br />ALL AROUND <br />all <br />411 <br />0 <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 />TO BE FINISHED <br />OPEN HOLE <br />JAM 0.375, HALL TH <br />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 />J <br />AND <br />DRAINAGE <br />J <br />Q <br />m <br />m <br />� <br />WELL <br />NO <br />3 <br />DETAILS <br />U <br />o I date prevision/issue <br />designed R. VARGAS <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />prod no 15004-01 <br />scale AS SHOWN <br />date JULY 16, 2015 <br />cad ref 15004-51 <br />RODOLFO J. VARGAS <br />PE # 35648 <br />drawing <br />Z <br />Q <br />J <br />O <br />"IT <br />J <br />Q <br />m <br />m <br />� <br />m <br />O <br />0- <br />Q <br />0 <br />U) <br />2 <br />I_ <br />ZQ <br />Z <br />o cv <br />w <br />m <br />J <br />LL_� <br />a <br />O <br />o <br />v <br />,J <br />Z <br />_ I <br />UJ <br />Q <br />M: LO <br />uiU <br />Q In E <br />E <br />J <br />— <br />LL <br />— O <br />LC) U <br />— o <br />> Z <br />LL. <br />Q <br />o <br />m o' <br />— Q <br />U J <br />Q <br />F— <br />v <br />X C <br />N N <br />N <br />Q(n <br />LdLL> <br />Qj <br />(0 in <br />U) N > <br />�I <br />Cn In <br />Ln <br />W r_' E <br />J p O <br />0 m <br />Q <br />v <br />L.L. <br />3 Ld <br />I— <br />O <br />LC) <br />Lo <br />Co <br />U <br />o I date prevision/issue <br />designed R. VARGAS <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />prod no 15004-01 <br />scale AS SHOWN <br />date JULY 16, 2015 <br />cad ref 15004-51 <br />RODOLFO J. VARGAS <br />PE # 35648 <br />drawing <br />g <br />Q <br />J <br />O <br />J <br />Cly <br />J <br />m <br />0- <br />v <br />Lj_ <br />W <br />0 <br />� <br />Z <br />2 <br />� <br />W <br />U <br />� <br />Q <br />W <br />Q z <br />z <br />cn <br />— <br />w <br />U <br />o I date prevision/issue <br />designed R. VARGAS <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />prod no 15004-01 <br />scale AS SHOWN <br />date JULY 16, 2015 <br />cad ref 15004-51 <br />RODOLFO J. VARGAS <br />PE # 35648 <br />drawing <br />g <br />J <br />J <br />0 <br />J <br />Cly <br />m <br />0- <br />v <br />Z <br />Q <br />0 <br />� <br />z <br />U <br />O <br />Z <br />\ <br />CID <br />Cf) <br />11 <br />O <br />U <br />o I date prevision/issue <br />designed R. VARGAS <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />prod no 15004-01 <br />scale AS SHOWN <br />date JULY 16, 2015 <br />cad ref 15004-51 <br />RODOLFO J. VARGAS <br />PE # 35648 <br />drawing <br />