Laserfiche WebLink
15" HDPE I NTE <br />4" ALL <br />LAN <br />PLAN VIEW <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 />�4 <br />I:5 BARS @ 12" VERT ° ° 30" o <br />HDPE (ROOF) 2" <br />.L = <br />2.00 (NGVD ) C # 4 @ 12" C. C. <br />IDPE INTERCONNECT EACH WAY <br />:L = 2.00 [ NGVD ) <br />A <br />2" CL [ TYP) <br />#7 BARS W/HOOKS 0 <br />[ STD) @ 6" E. W. ,I <br />Cu <br />3ARS @ 6" HOR I Z—"- 01 o a <br />0 00 <br />HDPE I NTERCONNECT 2' -6" LAP. <br />o4 @ 12" E. W. <br />8" 6.1-811 <br />ie- OF # 57 STONE <br />LE OPENINGS <br />4.1-011 1 7' -411 <br />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 />D .i <br />ZQ <br />n Cf) <br />L IY <br />tQ <br />Dm <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 />u u <br />30" <br />O A A <br />;k 7 BARS @ 6" C. C. <br />EACH WAY ' <br />;x 5 @ 6" E. W. <br />co <br />I <br />Cu <br />4"DIA CLE <br />06PEN81 ANG <br />I <br />SECTION A -A <br />N. T. S. <br />ROPOSED PAVERS <br />7 BARS @ 6" C. C. E. W. :07 BARS @ 6" C. C. E. W. <br />0 <br />TOP SLAB EL = 5.00 [ NGVD) <br />7 BARS @ 6" <br />0 0 0 0 30" 0 0 0 <br />-111110 <br /># 5 BARS 0 0 0 0 0 0 a <br />@ 12" VERT <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 />6 <br />24" DIAMETER <br />DRAINAGE WELL <br />TOP EL = 2.00 [ NGVD ) <br />— _411 <br />I" BOTTOM EL= [ -) 2.50 [ NGVD) <br />0 12" HDPE (ROOF) <br />12" HDPE FROM CDS #1-Z <br />INV EL = 2.00 [NGVD ) <br />°°°° #7 BAR @ 6" HOR I Z <br />15" HDPE INTERCONNECT <br />8„ 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 />[ <br />TYPICAL) <br />TYPICAL OPENING REINFORCING DETAIL <br />N. T. S. <br />2. -611 <br />0 <br />r° 0O <br />00 °° <br />2-6" LAP \° 0 0 <br />"-#4 @ 12" E. W. <br />811 6' -::o <br />Q H Bit <br />7' -10" <br />SECTION B -B <br />N. T. S. <br />PLAN <br />24' STEEL PIPE <br />AE <br />+ 4 BARS Q 1-1/2' 0. C. E. W. <br />WELDED TO PIPE <br />SECTION A <br />4 CAM, <br />=LDED TO PIPE <br />SEATING STRAP <br />24' STEEL PIPE <br />2" X 8" KEYWAY <br />ALL AROUND <br />4 " <br />0 <br />15" HDPE INTERCONNECT <br />INV EL= 2.00 [ NGVD ) <br />CONTRACTOR TO PROVIDE <br />WATER TIGHT SEAL <br />WELL SCREEN DETAIL <br />N. T. S. <br />CASING TO EXTEND <br />TO G3 WATER <br />TO BE FINISHED <br />OPEN HOLE <br />IAN 0.375, WALL 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 />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 />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 />O <br />NO <br />2 <br />0 <br />DETAILS <br />� <br />m <br />c <br />W <br />III Cm> <br />ILD <br />I-- . <br />z m LO to <br />Cr E <br />w 0 I <br />J O O <br />0m <br />Q v <br />SII J <br />3 W <br />Z <br />LO <br />O <br />O <br />'IT <br />100 <br />0 <br />H <br />� <br />m <br />c <br />W <br />m <br />Z <br />2 <br />o <br />0- <br />W <br />U <br />� <br />U) <br />o <br />I— <br />Z <br />Z <br />a <br />— <br />o <br />CT <br />LU <br />m <br />Cc <br />1--U-Ln <br />J <br />0- <br />0 <br />o <br />JZ <br />UJ <br />a <br />1 <br />M: Ln <br />>-Q <br />W <br />U <br />E <br />— <br />J O <br />Li- <br />— r- O <br />m:Ln v <br />V <br />— 0 <br />u -O <br />. <br />m <br />C c <br />a <br />Q <br />m c <br />Cu <br />�-+ X c <br />QinLLI <br />LL > <br />f-- Q <br />c <br />ZD Lo in <br />III Cm> <br />ILD <br />I-- . <br />z m LO to <br />Cr E <br />w 0 I <br />J O O <br />0m <br />Q v <br />SII J <br />3 W <br />Q z z cn <br />—w <br />O <br />LO <br />O <br />In <br />Cf) <br />100 <br />0 <br />Q z z cn <br />—w <br />Q <br />O <br />J <br />Cf) <br />J <br />0 <br />O <br />v <br />LL <br />W <br />O <br />Z <br />2 <br />� <br />W <br />U <br />� <br />a <br />w <br />Q z z cn <br />—w <br />i -- <br />U <br />o Idate Irevision/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 15004-50 <br />RODOLFO J. VARGAS <br />PE # 35648 <br />drawing <br />C - 10 <br />Q <br />0 <br />J <br />Cf) <br />0 <br />O <br />v <br />— <br />Z <br />QO <br />'--1Z <br />U <br />o <br />z <br />CID <br />cn <br />IJO <br />i -- <br />U <br />o Idate Irevision/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 15004-50 <br />RODOLFO J. VARGAS <br />PE # 35648 <br />drawing <br />C - 10 <br />