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4" ALL <br />12" HDPE <br />USF BOLTED WATERTIGHT <br />RIM AND COVER 655-U-BWT <br />RIM EL = 5.50 (NGVD) <br />ACCESS MANHOLE USF#663AA <br />BOLTED WATER TIGHT <br />LETTERING TO SAY "WELL" <br />(TO ALIGN WITH WELL CASING) ­\ <br />FIN EL = 6.00 NGVD <br />TOP SLAB EL = 5.00 (NGVD) <br />0 O 0 <br />0 0 30" <br />#5 BARS @ 12" VERT <br />2" <br />12 <br />12" HDPE ( ROOF) EACH@WAY C. C. <br />4" ALL AROUND <br />t\ <br />m <br />PLAN VIEW <br />N. T. S. <br />BOLTED WATER TIGHT MANHOLE <br />RING AND COVERS <br />PER USF 655-U-BWT <br />BOLTED TO TOP SLAB <br />NV EL = 2.00 (NGVD) <br />A <br />#7 BARS @ 6" HORIZ <br />12" OF ;> 57 STONE <br />r --CENTER OF MANHOLE OPENINGS <br />I INLET FRAME AND GRATE I <br />I USF 04700-6223 I <br />I I <br />i I <br />I ° I <br />O I <br />O I <br />I O O <br />O O <br />O <br />I o O <br />I o O o I <br />Io 0F`,�-I <br />I to I <br />I I <br />I I <br />I I I <br />I I I <br />I <br />I <br />I <br />4, -01111 _ 4„ I 4, -0 <br />„ <br />7 BARS @ 6" C. C. (BOTTOM) <br />4 BARS @ 12" C. C. ( TOP) <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />0 r, <br />I— a <br />I— O <br />0 I— <br />m " <br />.0 <br />U <br />.0 <br />U <br />2" CL ( TYP) <br />#7 BARS W�/HOOKS o <br />STD) @ 6 E. W. <br />( E.W. Cu <br />OF <br />0 2' -6" LAP. <br />104 @ 12" E. W. <br />811 6, _8l' <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 />o <br />130" _I <br />� <br />o7 BARS @ 6" C. C. <br />EACH WAY <br />;> 5 @ 6" E. W. <br />Cu <br />4"DIA CLE <br />06PEN8I ANG <br />I <br />SECTION A -A <br />JL <br />7 BARS @ 6" C. C. E. W. #7 BARS @ 6" C. C. E. W. <br />TOP SLAB EL = 5.00 C NGVni <br />I0 <br />•• <br />all <br />k1_411 <br />0 <br />J-0 <br />00 <br />0 <br />00 <br />I 000 <br />#5 BARS <br />@ 12" VERT <br />24" DIAMETER <br />DRAINAGE WELL <br />TOP EL = 2.00 (NGVD) <br />BOTTOM EL= (-) 2.50 (NGVD] <br />#7 BAR @ 6" HORIZ <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 />PROPOSED PAVERS <br />m <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 />,o Oo <br />00 Oo <br />#4 @ 12" E. W. <br />8" 6,1_011 <br />7' -10" <br /># 7 BARS @ 6" <br />2' —6" LAP Loo °o <br />8" <br />SECTION B -B <br />N. T. S. <br />PLAN <br />A <br />24' STEEL PIPE <br />• 4 BARS G L-1/2' 0. C. E. N. <br />WELDED TO PIPE <br />4 CARS <br />ELDED TO PIPE <br />SEATING STRAP <br />24' STEEL PIPE <br />0 <br />all <br />411 <br />0 <br />2" X 8" KEYWAY <br />ALL AROUND <br />12" HDPE (ROOF] <br />INV EL = 2. 00 [ NGVD ) <br />CONTRACTOR TO PROVIDE <br />WATER TIGHT SEAL <br />SECTION A CASING TO EXTEND <br />TO G3 NATER <br />WELL SCREEN DETAIL <br />TO BE FINISHED <br />OPEN HOLE <br />IAM 0.375' WALL TH <br />STEEL CASING <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 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 />O <br />11q <br />cm <br />WELL <br />Q <br />NO 8 <br />DETAILS <br />o Idate prevision/issue <br />designed R. VARGAS <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />prof no 15004-01 <br />scale AS SHOWN <br />date JULY 16, 2015 <br />cad ref 15004-56 <br />RODOLFO J. 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