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15" HDPE I NTE <br />4" ALL <br />LAN <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 />0 0 <br />,5 BARS @ 12" VERT 30" ° <br />.4 <br />HDPE (ROOF) 2 <br />EL = 2.00 [ NGVD ) C# 4 @ 12" C. C. <br />IDPE INTERCONNECT EACH WAY ' <br />:L = 2.00 [ NGVD ] <br />A <br /><*-® <br />t\ <br />2" CL [ TYP) <br /># 7 BARS W/ HOOKS o 11 [ STD) @ 6E. W. <br />Cu <br />3ARS @ 6" HOR I Z-"0 00 <br />of 0 e <br />HDPE INTERCONNECT 00 ° 2' -6" LAP. <br />#4 @ 12" E. W. <br />8" 6' - 8" <br />1e" Ut- ax n/ 51 UNt <br />LE OPENINGS <br />4.1-011 7' -411 <br />7 BARS @ 6" C. C. (BOTTOM) <br />;x 4 BARS @ 12" C. C. (TOP) <br />4.1-011 <br />TOP SLAB REINFORCING DETAIL <br />N. T. S. <br />(U <br />D -,i <br />21Q <br />n cn <br />= or <br />=a <br />m <br />.--q <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 />PROPOSED PAVERS <br />7 BARS @ 6" C. C. E. W. #7 BARS @ 6" C. C. E. W. <br />TOP SLAB EL = 5.00 [ NGVD] <br />u u <br />0�—j <br />0 <br />30" #5 BARS <br />A <br />@ 12" VERT <br />;k 7 BARS @ 6" C. C. <br />EACH WAY <br />;a 5 @ 6" E. W. <br />co <br />I <br />ru <br />00 0 N <br />00 I 00 <br />"DIA CLEA <br />06 ENB�NG 8.. <br />SECTION A -A <br />N. T. S. <br />1� <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 <br />CONTRACTOR TO PROVIDE <br />WATER TIGHT SEAL <br />2 ;1 5 ADDITIONAL A <br />REINFORCING BARS <br />[ TYP I CAL) <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br /># 7 BARS @ 6" <br />�--# 4 @ 12" C. C. E. W. <br />�— I NTERMLD I ATE 2" CL <br />BAFFLE WALL <br />#7 BARS W/HOOKS <br />[ STD) @ 6" E. W.-7 <br />2' -611 <br />0 <br />OF 0 00 <br />00 . Oo <br />B„ 6• -\n,, <br />7' -10" <br />0 \00 <br />2"-6" LAP to '00 <br />E3" <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 UAMS <br />=LDED TO PIPE <br />SEATING STRAP <br />24' STEEL PIPE <br />0 <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 NATER <br />WELL SCREEN DETAIL <br />N. T. S. <br />Ar <br />L TO BE FINISHED <br />'H OPEN HOLE <br />D IAN 0. 375' HALL TH <br />1CK STEEL CASING <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 />CAPACITY OF 2,000 GPM AT 4.00 FEET OF HEAD [MINIMUM]. IF 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 />SEDIMENT TANK AND <br />DRAINAGE WELL NO 5 DETAILS <br />I I I CU > <br />�Inro <br />W f1 E <br />J O N <br />0m <br />a " <br />III3 W <br />Z <br />J <br />LO <br />0 <br />O <br />Cn <br />00 <br />0 <br />0- <br />v <br />[n <br />C <br />W <br />cc <br />cn <br />Z <br />2 <br />O <br />0- <br />W <br />U <br />� <br />Q <br />W <br />11- <br />` <br />I- <br />Z <br />Z <br />a <br />O CV <br />W <br />m:f-- <br />Q <br />J <br />�- LO <br />m <br />CL, <br />O <br />o <br />J <br />Z <br />_' I <br />w <br />a <br />ALO <br />L1J <br />U <br />Q LLQ E_ <br />_ <br />0 <br />r-% U <br />V <br />O <br />> z <br />LL <br />a <br />O <br />-m o' <br />C C <br />— Q <br />Cl <br />v Q) <br />U _1 <br />F- <br />X c <br />Qin <br />w w > <br />I- cj <br />c <br />LO <br />I I I CU > <br />�Inro <br />W f1 E <br />J O N <br />0m <br />a " <br />III3 W <br />QgJ <br />O <br />J <br />LO <br />0 <br />J <br />Cn <br />00 <br />0 <br />QgJ <br />J <br />0 <br />J <br />Cn <br />J <br />0 <br />0- <br />v <br />LL <br />W <br />Z <br />2 <br />U) <br />W <br />U <br />� <br />Q <br />W <br />Q z <br />zw <br />QgJ <br />J <br />0 <br />J <br />Cn <br />0 <br />0- <br />v <br />7r <br />QO <br />-C-1 <br />z <br />U <br />O <br />Z <br />\ <br />co <br />Cn <br />11 <br />O <br />U <br />o I date Irevision/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 15004-53 <br />RODOLFO J. VARGAS <br />PE # 35648 <br />drawing <br />C- 13 <br />